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FY2023-47 Peterson Elementary School HVAC And Roof Replacement Project With Friend Contractors, LLCKODIAK ISLAND BOROUGH CONTRACT CHANGE ORDER 710 NULL BAY ROAD Project Name: Project Number: KODIAK, ALASKA 9%15 Peterson Elementary Roof Replacement 432.322.452.150 21008.5G.A 432.321.452.150 21008.5G.B Contractor: Friend Contractors LLC Contract No.: FY2023-47 Change Order No.: 01 Original Project Budget: $ 0.00 Original Contract: $ 2,516,400.00 Previous Budget Changes: $ 70,000.00 Previous Changes: $ 0.00 Adjusted Project Budget: $ 2,600,393.82 This Change: $ 0.00 To -Date Project Expenses: $ 165,175.00 % of Original Contract 0.00% To -Date Project Encumbrances: $ 2,505,218.82 Adjusted Contract: $ 2,516,400.00 Current Remaining Budget: $ -2,600,393.82 L Description of Change Cost Due to material delay the Owner and Contractor have agreed to changing the construction start date $ 0.00 to May 25, 2024, work substantially complete date to August 23, 2024, and the final completion date to September 20, 2024. The time provided for completion of the contract is (❑ unchanged) (®increased) (0 decreased) by 340 calendar days. This document shall become an amendment to the contract and all provisions of the contract will apply thereto. Per Borough Code 3.30.100, a change order that does not exceed five percent of the original contract amount or $50,000, whichever is lower, requires approval by the mayor and deputy presiding officer, the mayor and one assembly member in the absence of the deputy presiding office, or the deputy presiding officer and one assembly member in the absence of the mayor. Change orders greater than five percent of approved contract amount or $50,000, whichever is lower. reauire assembly anoroval. Accepted By: \ �/ —Contractor's Repre a native Recommended: En e ri !Fa ' ies Directo. �a'�uiSS2y 7 Approved By: orough Manager Mayor and Deputy Presiding Officer Approval Approved By: Borough Mayor Date: q$ 2 G--�-� Date: q I'R 1 2-�, Finance 'rector Q11 Leatc... _. Date:- G3 orough Clerk Dlktal�Fcontract amount or $50,000, whichever is lower) \'g �' /t Date: Presiding Officer a Borough Assembly Approval (greater than five percent of approved ct amount or $50,000, whichever is lower) Approved By: Date: Attest: Date: Borough Manager Borough Clerk Revised 09119 Page I of 1 Kodiak Island Borough Assembly Newsletter Vol. FY2024, No. 4 September 08, 2023 At Its Regular Meeting Of September 07, 2023, The Kodiak Island Borough Assembly Took The Following Actions. The Next Regular Meeting Of The Borough Assembly Is Scheduled On September 21, 2023, At 6:30 P.M. In The Borough Assembly Chambers. PROCLAIMED The Week Of September 18-22, 2023, Adult Education And Family Literacy Week Encouraging All Residents To Become Familiar With The Services And Benefits Offered By The Adult Education And Literacy Programs In Kodiak, Alaska And To Support And Participate In These Programs ADOPTED Ordinance No. FY2023-19 Amending Kodiak Island Borough Code Section 17.175.050, Off Street Parking - Location AUTHORIZED The Borough Manager To Approve Contract No. FY2022-26C, Change Order No. 3, For The North Star Siding And Windows Project With Wolverine Supply To Change The Final Completion Date AUTHORIZED The Borough Manager To Approve Contract No. FY2023-47A, Change Order No. 1, For The Peterson Elementary Roof Replacement Project With Friend Contractors, LLC, To Change The Completion Date AUTHORIZED The Borough Manager To Approve Contract No. FY2024-12 For The Purchase Of Microc From Environmental Operating Solutions, Inc. In An Amount Not To Exceed $46,240 ADOPTED Resolution No. FY2024-05 A Joint Resolution Of The Kodiak Island Borough Assembly And City Council Appointing Two Members To The Kodiak Fisheries Development Association's Board Of Directors View our website: Visit our Facebook page: � Follow us on www.kodiakak.us www.facebook.com/KodiakislandBorough Twitter: @KodiakBorough Contract No. FY2023-47 KODIAK ISLAND BOROUGH, ALASKA CONSTRUCTION CONTRACT PETERSON ELEMENTARY HVAC & ROOF REPLACEMENT # 21008 PROJECT NAME AND NUMBER This CONTRACT ("Contract"), between the Kodiak Island Borough, Alaska, herein called the Borough, acting by and through its Borough Manager, and Friend Contractors LLC Company Name 104 Center Ave., Suite 200, Kodiak, AK 99615 Company Address (Street or PO Box, City, State, Zip) a/an ❑ Individual ❑Partnership ®Limited Liability Company ❑Sole Proprietorship []Corporation incorporated under the laws of the State of Alaska its successors and assigns, herein called the Contractor, is effective the date of the signature of the Borough Manager on this document. The Contractor, for and in consideration of the payment or payments herein specified and agreed to by the Borough, hereby covenants and agrees to furnish and deliver all the materials and to do and perform all the work and labor required in the construction of the above -referenced project as bid by the Contractor, which bid and prices named, together with the Contract Documents (as hereinafter defined) are made a part of this Contract and accepted as such. It is distinctly understood and agreed that no claim for additional work or materials, done or furnished by the Contractor and not specifically herein provided for, will be allowed by the Borough, nor shall the Contractor do any work or furnish any material not covered by this Contract, unless such work or materials is ordered in writing by the Borough. In no event shall the Borough be liable for any materials furnished or used, or for any work or labor done, unless the materials, work, or labor are required by the Contract or on written order furnished by the Borough. Any such work or materials which may be done or furnished by the Contractor without written order first being given shall be at the Contractor's own risk, cost, and expense and the Contractor hereby covenants and agrees to make no claim for compensation for work or materials done or furnished without such written order. Payment under this Contract shall not exceed Two Million, Five Hundred Sixteen Thousand, Four Hundred Dollars and Zero Cents ($2,516,400.00) for the Base Bid and Alternate No. 1. The Contractor further covenants and agrees that all materials shall be furnished and delivered, and all work and labor shall be done and performed, in every respect, to the satisfaction of the Borough, on or before: September 21, 2023. It is expressly understood and agreed that in case of the failure on the part of the Contractor, for any reason, except with the written consent of the Borough, to complete the furnishing and delivery of materials and the doing and performance of the work before the aforesaid date, the Borough shall have the right to deduct from any money due or which may become due the Contractor, or if no money shall be due, the Borough shall have the right to recover Liquidated Damages as described in the General Conditions for each calendar day elapsing between the time stipulated for achieving completion of an individual phase and the actual date of completion of that phase in accordance with the terms hereof, such deduction to be made, or sum to be recovered, not as a penalty but as liquidated damages. Provided, however, that upon receipt of Kodiak Island Borough Construction Contract Page 1 of 3 Contract No. FY2023-47 written notice from the Contractor of the existence of causes over which the Contractor has no control and which must delay furnishing of materials or the completion of the work, the Contracting Officer may, at his or her discretion, extend the period specified for the furnishing of materials or the completion of the work, and in such case the Contractor shall become liable for liquidated damages for delays commencing from the date on which the extended period expires. The bonds given by the Contractor in the sum of $2,516,400.00 Payment Bond, and $2,516,400.00 Performance Bond, to secure the proper compliance with the terms and provisions of this Contract, are submitted herewith and made a part hereof. The Contractor further covenants and agrees that the entire construction will be done under the administration of and to the complete satisfaction of the Borough subject to the inspection at all times and approval by any regulatory agency, and in accordance with the laws of the State of Alaska and the Borough. For purposes of this Contract, Contracting Officer means David Conrad, or any other person designated by the Borough Manager. The Contractor is an independent contractor and not an employee or agent of the Borough. Contract Documents shall have the meaning ascribed by the General Conditions of the Construction Contract, and include but are not limited to this Contract, the General Conditions of the Construction Contract, the Supplementary Conditions, and the following listed documents: 1) Drawings dated March 24, 2023 2) Specifications & Invitation to Bid dated March 24, 2023 Kodiak Island Borough Construction Contract Page 2 of 3 Contract No. FY2023-47 IN WITNESS WHEREOF the parties hereto have executed this Contract and agree to its terns and conditions. CONTRACTOR Friend Contractors LLC Company Name Signature of Authorized Company Representative Br-oAaaSV'fflanawo AA, YAQA Name and Title s/5/ - Date KODIAK LAND BOROUGH /// . w A r Sigrk& re Of Borough Manager Aimee Williai Printed Name 5-S-ZyZ� Date ,,. Borough Contract :�A 196 Page 3 of 3 SHEETINDEX G001 COVER, SHEET INDEX AD201 DEMOLITION ROOF PLAN - OVERALL AD202 DEMOLITION ROOF PLAN - NORTH AD203 DEMOLITION ROOF PLAN - WEST AD204 DEMOLITION ROOF PLAN - EAST AD301 DEMOLITION BUILDING SECTIONS AD302 DEMOLITION BUILDING SECTIONS AD801 DEMOLITION EXTERIOR DETAILS AD802 DEMOLITION EXTERIOR DETAILS AD803 DEMOLITION EXTERIOR DETAILS A201 ROOF PLAN - OVERALL A202 ROOF PLAN - NORTH A203 ROOF PLAN - WEST A204 ROOF PLAN - EAST A301 BUILDING SECTIONS A302 BUILDING SECTIONS A801 EXTERIOR DETAILS A802 EXTERIOR DETAILS A803 EXTERIOR DETAILS A804 EXTERIOR DETAILS M001 LEGEND AND ABBREVIATIONS M101 ROOF DEMOLITION - OVERALL M102 ROOF DEMOLITION - NORTH M103 ROOF DEMOLITION - WEST M104 ROOF DEMOLITION - EAST M201 ROOF REMODEL - OVERALL M202 ROOF REMODEL - NORTH M203 ROOF REMODEL - WEST M204 ROOF REMODEL - EAST E001 ELECTRICAL LEGEND AND DEMOLITION PLAN E002 ELECTRICAL REMODEL PLAN Kodiak Island Borough Peterson Elementary School Roof Replacement Kodiak, Alaska Construction Documents - March 24, 2023 ARCHITECT MECHANICAL ENGINEER ELECTRICAL ENGINEER JENSEN YORBA WALL, INC RSA ENGINEERING, INC RSA ENGINEERING, INC 522 WEST 10TH STREET 670 WEST FIREWEED LANE, SUITE 200 670 WEST FIREWEED LANE, SUITE 200 JUNEAU, ALASKA 99801 ANCHORAGE, ALASKA 99503 ANCHORAGE, ALASKA 99503 (907)586-1070 (907)276-0521 (907)276-0521 FAX (907) 586-3959 FAX (907) 276-1751 FAX (907) 276-1751 PROJECT DESCRIPTION PROJECT IS A COMPREHENSIVE REMOVAL AND REPLACEMENT OF LOW SLOPE ROOFING AT AN EXISTING ELEMENTARY SCHOOL. THE EXISTING ROOF IS MOSTLY BALLASTED INSULATED PAVERS OVER A SINGLE -PLY MEMBRANE. THE NEW SYSTEM WILL BE A SINGLE -PLY MEMBRANE OVER RIGID INSULATION AND ASSOCIATED LAYERS. THE PROJECT INCLUDES REMOVAL AND REPLACEMENT OF ROOFTOP MECHANICAL EQUIPMENT AND DUCTWORK AS WELL AS SOME ELECTRICAL ITEMS. BASE BID: ROOF REMOVAL AND REPLACEMENT AS PER THE DRAWINGS. ASSOCIATED WORK. BID ALTERNATE 1: ROOF MEMBRANE AND COVERBOARD OVER EXISTING ROOFING SYSTEM AT THE 1998 WEST WING AS PER THE DRAWINGS. ASSOCIATED WORK. BUILDING CODE STUDY ALL CODES ARE AS AMENDED BY STATE OF ALASKA 2012 INTERNATIONAL BUILDING CODE (IBC) 2012 INTERNATIONAL FIRE CODE (IFC) 2012 INTERNATIONAL MECHANICAL CODE (IMC) 2018 UNIFORM PLUMBING CODE (UPC) 2017 NATIONAL ELECTRICAL CODE (NEC) THE PROJECT DOES NOT MODIFY THE BUILDING INTERIOR OR IMPACT ANY EXITING. WIND LOAD INFORMATION: V = 169 MPH (ASCE 7-10, RISK CATEGORY III) EXPOSURE C WALLS: WITHIN 5 FT OF CORNER: 90 PSF (55 PSF SERVICE LEVEL) FIELD: 70 PSF (42 PSF SERVICE LEVEL) ABBREVIATIONS L ANGLE FA FIREALARM MIN MINIMUM SFRM SPRAYED FIRE -RESISTIVE AC ASPHALT CONCRETE FD FLOOR DRAIN MISC MISCELLANEOUS MATERIAL ADJ ADJUSTABLE FDN FOUNDATION MTD MOUNTED SHR SHOWER AFF ABOVE FINISH FLOOR FEC FIRE EXTINGUISHER CABINET MTL METAL SHTH SHEATHING AL ALUMINUM FF FINISH FLOOR MUL MULLION SIM SIMILAR APPROX APPROXIMATE FHC FIRE HOSE CABINET SPEC SPECIFICATIONS ARCH ARCHITECTURAL FIN FINISH NIC NOT IN CONTRACT SQ SQUARE FLASH FLASHING NO OR# NUMBER SOFT SQUAREFOOT BD BOARD FLR FLOOR NOM NOMINAL SQYD SQUAREYARD BLDG BUILDING FOC FACE OF CONCRETE/CURB NTS NOT TO SCALE SS STAINLESS STEEL BLKG BLOCKING FOF FACE OF FINISH STA STATION BM BEAM FOS FACE OF STUD OA OVERALL STC SOUND TRANSMISSION CLASS BOT BOTTOM FRP (GLASS) FIBER REINFORCED OC ON CENTER STD STANDARD PLASTIC OD OUTSIDE DIAMETER STL STEEL CB CATCH BASIN FR FIRE RETARDANT OFCI OWNER FURNISHED STOR STORAGE CEM CEMENT FT FOOT OR FEET CONTRACTOR INSTALLED STRUCT STRUCTURAL CI CAST IRON FTG FOOTING OFOI OWNER FURNISHED SUSP SUSPENDED CLG CEILING FURR FURRING OWNER INSTALLED Sy SQUAREYARD COLCOLUMN FV FIELD VERIFY OFD OVERFLOW DRAIN CONC CONCRETE OFF OFFICE TB TOWELBAR CONT CONTINUOUS GA GAUGE OPNG OPENING TC TOP OF CURB CTR CENTER GALV GALVANIZED OPP OPPOSITE TEL TELEPHONE CTSK COUNTERSUNK GB GRABBAR OSB ORIENTED STRAND BOARD TEMP TEMPORARY GL GLASS T&G TONGUE & GROOVE DBL DOUBLE GWB GYPSUM WALL BOARD PL PLATE TOC TOP OF CONCRETE DEPT DEPARTMENT GYP GYPSUM PLAM PLASTIC LAMINATE TOD TOP OF DECK DET DETAIL PEAS PLASTER TRD TREAD DIA, 0 DIAMETER HB HOSE BIBB PC PRE -CAST TRTD PRESSURE TREATED DIM DIMENSION HDWD HARDWOOD PF PRE -FINISHED TOW TOP OF WALL DN DOWN HM HOLLOW METAL PR PAIR TYP TYPICAL DR DOOR HORIZ HORIZONTAL PWD PLYWOOD DS DOWNSPOUT HR HOUR DWG DRAWING HT HEIGHT R RISER UL UNDERWRITERS LABORATORIES DWR DRAWER HW HOT WATER RAD RADIUS UNF UNFINISHED RD ROOF DRAIN LION UNLESS OTHERWISE NOTED EA EACH ID INSIDE DIAMETER REF REFERENCE UR URINAL EIFS EXTERIOR INSULATION AND INSUL INSULATION REFR REFRIGERATOR FINISH SYSTEM INT INTERIOR REINF REINFORCED VB VAPOR BARRIER EJ EXPANSION JOINT REQ REQUIRED VERT VERTICAL EL ELEVATION JAN JANITOR RESIL RESILIENT VEST VESTIBULE ELEC ELECTRICAL JT JOINT RH ROBE HOOK VR VAPOR RETARDER EMER EMERGENCY LAV LAVATORY RL RAIN LEADER VTR VENT THROUGH ROOF ENCL ENCLOSURE LB POUND RM ROOM EPDM ETHYLENE PROPYLENE DIANE LT LIGHT RO ROUGH OPENING WB WEATHER BARRIER MONOMER RUB RUBBER WC WATER CLOSET EPS EXPANDED POLYSTYRENE MAX MAXIMUM WD WOOD EQEQUAL MOO MEDIUM DENSITY OVERLAID SASU SELF ADHERING SHEET WP WATERPROOF EQP EQUIPMENT MECH MECHANICAL UNDERLAYMENT WR WASTE RECEPTACLE EX EXISTING MEMB MEMBRANE SCD SEAT COVER DISPENSER WSCT WAINSCOT EXT EXTERIOR MFR MANUFACTURER SCHED SCHEDULE WT WEIGHT MH MANHOLE SF SQUARE FOOT WWF WELDED WIRE FABRIC AREA MAP qAn BERING SEA BEAUFORT SEA CHUKCHISEA PROJ ECT SITE 550 DOLPHIN AVENUE/ G AVENUE, KODIAK, ALASKA 99815 SITE NOTES: 1. BUILDING ENTRY, KEEP OPEN TO PUBLIC, KEEP ACCESS TO AND FROM ENTRY OPEN. 2. PARKING LOT, KEEP OPEN TO PUBLIC. KEEP ACCESS TO AND FROM LOT OPEN. 3. PLAYGROUND, KEEP OPEN TO PUBLIC. 4. GRAVEL LOT AVAILABLE FOR CONTRACTOR STAGING AREA ❑❑❑ o❑® Jensen Yorba Wall Inc. 522 West 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 jensenyorbawall.00m J O 0= Z _5 W � w W Y UJ Cq o? Q a j LU W Q Z Y to LL Yw O W IL CONSTRUCTION DOCUMENTS REVISIONS A A A SHEET TITLE COVER, SHEET INDE: DATE: MARCH 24, 2023 FILE, 21013 G001 01 04 o_ I 44-1Y2O�� 28-2�� I �I I I II NI I O_; r-------- -------- o / II 0 I �T� I I \ I I I \\ I O I \ ------------- -------- I I I\\ - - . I L N L-� \\ L --- I IL O , ;I I I I AD204 I II I I AD202 I I Gr Ir - -------------------------------------------------I I I II I I I i �I I it ,II I i ii OI --------J L---------------------------------------------- --J i77—-- — ----------- 2'-8" 156'-3" O O 1 Demolition - Roof Plan - Overall SCALE: 0 8' 16' 32' F 1 1 N I I I I I •• I I I O ` 38'-2" 5 7 8 I 10 1111❑ ❑❑❑ 0011 O❑❑ Jensen Yorba Wall Inc. 522 West loth Street Juneau, Alaska 99801 907.586.1070 AECC137 jensenyorbawall.com :.49 •• C, COREY A• WL. •• AL fq� PRO F E S S) ONa� PQ`s\ O � = Z = t) W O LV Y V cz Q a -iWaa y W W az Y a 0 LL Y O w a CONSTRUCTION DOCUMENTS REVISIONS A A A SHEET TITLE DEMOLITION ROOF PLAN OVERALL DATE: MARCH 24, 2023 FILE: 21013 AD201 Demolition Notes: GENERAL NOTE 1. THE KEY NOTES LISTED BELOW MAY NOT BE SPECIFIC TO THIS SHEET. GENERAL NOTE 2: REMOVE ROOFING AND INSULATION ASSEMBLY DOWN TO ROOF DECK, UON REMOVE METAL ROOF FLASHINGS, LION. OROOF DECK SLOPES AS SHOWN. REMOVE ROOF ASSEMBLY DOWN TO BARE PWD ROOF DECK, SEE 1/AD801 FLAT ROOF DECK. REMOVE TAPERED OROOF ASSEMBLY DOWN TO BARE PWD ROOF DECK, SEE 1/AD801, SIM. O3FLAT ROOF DECK. REMOVE TAPERED ROOF ASSEMBLY DOWN TO BARE METAL ROOF DECK, SEE 2/AD801 ROOF DECK SLOPES AS SHOWN. REMOVE 0 ROOF ASSEMBLY DOWN TO BARE METAL OR CONC ROOF DECK, SEE 2/AD801, SIM. OREMOVE EXISTING ROOF CRICKET. 5 REMOVE EXISTING ROOF ASSEMBLY TO BARE DECK. 0 4 AD801 REMOVE EXISTING METAL FLASHINGS, 11 PREPARE FOR NEW WORK. PROTECT EXISTING FINISHES AND BLOCKING EXISTING VTR, SEE MECH. REMOVE 12 EXISTING FLASHING AND PREPARE FOR NEW WORK a> 3 EXISTING SCUPPER, PREPARE FOR NEW WORK, SEE 4/A804 EXISTING ROOF DRAIN, REMOVE COVER 14 AND OTHER ITEMS AND PREPARE FOR NEW WORK, SEE 5 & 6/A804 MECHANICAL EQUIP TO BE REINSTALLED 15 OR REMOVED, SEE MECH. REMOVE CURB, PREPARE FOR NEW WORK RAISED DUCT TO BE REMOVED, SEE 16 MECH. REMOVE SUPPORTS AND CURBS, PREPARE FOR NEW WORK REMOVE FRAMED PARAPET, METAL WALL 17 PANELS, FLASHINGS, AND WB TO BARE SUBSTRATE. PREPARE FOR NEW WORK 18 REMOVE EXISTING METAL LADDER 19 REMOVE EXISTING ROOF HATCH AND CURB, PREPARE FOR NEW WORK SEE ELECT. FOR ITEMS NOT SHOWN. PREPARE AREA AROUND ELECT ITEMS FOR NEW WORK 0ALTERNATE 1: SLICE EXISTING Al MEMBRANE, PERFORM PULL TEST ON SUBSTRATE. PREPARE FOR NEW WORK. 0 ALTERNATE 1: REMOVE DRAIN COVER A2 AND CLAMP, PREPARE FOR NEW ROOFING 0 ALTERNATE 1: EQUIP, SEE MECH. A3 REMOVE MEMBRANE FROM CURB, PREPARE FOR NEW WORK $EE 1/A204 v v v ❑❑❑ ❑❑❑ ❑❑❑ o❑❑ Jensen Yorba Wall Inc 522 west 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 jensenyorbawall.com r 49 THW ... . COMEY2A WALL, i�9FO NO. A 1 O �= Z L) W O� OQ Vm zW J cn J W Y LU 0 LL 6 c O Yw O LU a CONSTRUCTION DOCUMENTS REVISIONS A SHEET TITLE DEMOLITION ROOF PLAN NORTH DATE: MARCH 24, 2023 FILE: 21013 1 Demolition - Roof Plan - North SCALE 0 4 8 A D 2 0 2 1 1 I AD301 AD301 SIM. I I r------------ I ------, I r---- I -----------------------------------------------------------------------------------------------� I -r-- ----- I I 1 I AD803 I I I I m I j 15 16 j `\ j 1413 13 j j I ///\\\ 14 Ir _<_ — —14 ---------�5 — — — — — — — — — -- 0*11�013 I 15 1Z I �\ /// TY P. 15 16 I 12 I o❑ I I 1 I I I I I I I LI — — — — — — — — — — I I ------ J I I �---- I I -----------------------------------------------------------------------------------------------� ----- 11 TYP. v v v ❑❑❑ ❑❑❑ ❑❑❑ o❑❑ Jensen Yorba Wall Inc 522 west 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 jensenyorbawall.com r 49 THW ... . COMEY2A WALL, i�9FO NO. A 1 O �= Z L) W O� OQ Vm zW J cn J W Y LU 0 LL 6 c O Yw O LU a CONSTRUCTION DOCUMENTS REVISIONS A SHEET TITLE DEMOLITION ROOF PLAN NORTH DATE: MARCH 24, 2023 FILE: 21013 1 Demolition - Roof Plan - North SCALE 0 4 8 A D 2 0 2 15 _ I SEE 1/AD204 I I I 1 � L—J/ 11 I % CII{ 2 TYP. 15 12 / I I I ; I ------ — --------------- I5 ----------------------- HI� ,% I N SIM I 14 2 o f 12 I ♦♦ I I I I I \ I I 15 I ♦♦ 14 i I 5 ♦♦ ♦ i i AD 02 ♦\\\\\ I I L--- --------;--- \\♦ �`♦ ------------------ -- O/ 1 Sim //2 15 I I Z-7 AD4_803 I I AD803 \ 5 \ I I ♦ \ 15 16 I I ------ / L------ I I 12 15 ♦ I ♦\ I 16 12 6 I 15 ----------------- ------ \ ----------T AD802 I!I 14 j � I (AD802 I TYP. A� A2 \ \ 12 A2 \ 5 Al o AD803 SIM .�`L X MECH Al �6 \ PENTHOUSE h� SIM _ --- TYPO -/ P-------- ---- 11 - -12 AD802 I II O O Al Al s/16 +/— 12 Al NP 1/4 : 12 II I A2 I I II I I 3 5 AD802 AD803 SIM SIM F osim Demolition - Roof Plan -West \/[\/II��Q L J 1 SCALE 0 4' 8' 16' U61 We] O O Demolition Notes: ❑1111 GENERAL NOTE 1: THE KEY NOTES LISTED BELOV MAY NOT BE SPECIFIC TO THIS SHEET. 111111 GENERAL NOTE 2: REMOVE ROOFING AND INSULATION ASSEMBLY DOWN TO ROOF DECK, U( 0011 REMOVE METAL ROOF FLASHINGS, UON. 01111 OREMOVE ROOF DECK SLOPES AS SHOWN. ROOF ASSEMBLY 0 BARE PWD ROOF DECK, SEE1 AD 001 Jensen ROOF DECK. REMOVE TAPERED Yo rba 2OFLAT ROOF ASSEMBLY DOWN TO BARE PWD ROOF DECK, SEE 1/AD801, SIM. Wall I FLAT ROOF DECK. REMOVE TAPERED nC OROOF ASSEMBLY DOWN TO BARE METAL ROOF DECK, SEE 2/AD801 522 West 10th Street Juneau, Alaska 99801 ROOF DECK SLOPES AS SHOWN. REMOVE AECC13 070 ECC137 4 ROOF ASSEMBLY DOWN TO BARE METAL jensenyorbawall.com m OR CONIC ROOF DECK, SEE 2/AD801, SIM. REMOVE EXISTING ROOF CRICKET. 55 REMOVE EXISTING ROOF ASSEMBLY TO BARE DECK. EXISTING METAL FLASHINGS, 011REMOVE PREPARE FOR NEW WORK. PROTECT EXISTING FINISHES AND BLOCKING EXISTING VTR, SEE MECH. REMOVE 12 0 EXISTING FLASHING AND PREPARE FOR NEW WORK 13 EXISTING SCUPPER, PREPARE FOR NEW WORK, SEE 4/A804 49 TH� EXISTING ROOF DRAIN, REMOVE COVER ••••••• 14 AND OTHER ITEMS AND PREPARE FOR AL c'• COREY23 NEW WORK, SEE 5 & 6/A804 sfF9Fa PQ`s\ RaFESSIONp MECHANICAL EQUIP TO BE REINSTALLED 15 OR REMOVED, SEE MECH. REMOVE CURB, PREPARE FOR NEW WORK RAISED DUCT TO BE REMOVED, SEE 16 MECH. REMOVE SUPPORTS AND CURBS, J PREPARE FOR NEW WORK 0 REMOVE FRAMED PARAPET, METAL WALL 0 = Z 1� PANELS, FLASHINGS, AND WB TO BARE SUBSTRATE. PREPARE FOR NEW WORK? 0 W 18 REMOVE EXISTING METAL LADDER 5 0 > w w LU a OREMOVE 19 EXISTING ROOF HATCH AND 0 Q U N CO CURB, PREPARE FOR NEW WORK Z J SEE ELECT. FOR ITEMS NOT SHOWN. Q Z W J Q PREPARE AREA AROUND ELECT ITEMS a 2 A Y FOR NEW WORK J W Li Q WN Al ALTERNATE 1: SLICE EXISTING MEMBRANE, PERFORM PULL TEST ON in J LU w SUBSTRATE. PREPARE FOR NEW WORK. 0 Q Z LL ALTERNATE 1: REMOVE DRAIN COVER 0 A2 AND CLAMP, PREPARE FOR NEW o to O ROOFING 0 w O^ � W ALTERNATE 1: EQUIP, SEE MECH. A3 REMOVE MEMBRANE FROM CURB, W PREPARE FOR NEW WORK Li/ a CONSTRUCTION DOCUMENTS REVISIONS 0 SHEET TITLE DEMOLITION ROOF PLAN WEST DATE: MARCH 24, 2023 FILE: 21013 AD203 H 5 5 Q AD801 A- - - - - - - - - I------------ D----- 13 I I I I I I I II I I I 5/16 +/— : 12 6 13 AD801 � I I - - - - - - - - - - - - - - - - -----------------, I 4 I 14 o n l I 3 AD802 Z�I I AD803 I ---------- --- C 15 / I r---------------------------- - I 15 % I I ��'�� II �� <1v7}✓�III1 o11 rrp. YYY � I I 14 �i i 14 13 I\ 14 12 I I I I \ II I \ II 17DD AD802 J` L --------- ----------------- ----' AD802 I `\� 12 I I -------- ___- I Ll L----� z I �\ o I AD803 z I 11 Trp. I L-- -- \� I I A6] 1] i14 i I AD801 I II 13 I I I I I I II I 5 AD801 I I II I I I � Demolition -Roof Plan -East I I II I I I I O II I I 5/16 +/- : 12 I I II I i I II �r I v I I I IL�1 I 14 ------------ ----------t- I 12 II I I I I I I I 15 ii\ r 1 19 L -J I I I L _J 5�} II L_ J 5/16 +/- : 12 I \\ j I 5/16 +/- : 12 - \y/ I 15 I I 14 0 I 3 II. I I I I I----------------------,� / I I 5 / I / I I AD802 / SIM / / I SEE 1/AD203 I LOWER ROOF SIM Demolition Notes: ❑1111 GENERAL NOTE 1: THE KEY NOTES LISTED BELOV MAY NOT BE SPECIFIC TO THIS SHEET. ❑❑❑ GENERAL NOTE 2: REMOVE ROOFING AND INSULATION ASSEMBLY DOWN TO ROOF DECK, U( REMOVE METAL ROOF FLASHINGS, UON. O❑❑ O ROOF DECK SLOPES AS SHOWN. REMOVE ROOF ASSEMBLY BARE PWD ROOF DECK, SEED AD OWN O Jensen ROOF DECK. REMOVE TAPERED Yo rba OFLAT ROOF ASSEMBLY DOWN TO BARE PWD ROOF DECK, SEE 1/AD801, SIM. Wall Inc. FLAT ROOF DECK. REMOVE TAPERED OROOF ASSEMBLY DOWN TO BARE METAL ROOF DECK, SEE 2/AD801 522 West 10th Street Juneau, Alaska 99801 ROOF DECK SLOPES AS SHOWN. REMOVE AEOC13 070 ECC137 4 ROOF ASSEMBLY DOWN TO BARE METAL jensenyorbawall.com m OR CONIC ROOF DECK, SEE 2/AD801, SIM. EXISTING ROOF CRICKET. OREMOVE 5 REMOVE EXISTING ROOF ASSEMBLY TO BARE DECK. REMOVE EXISTING METAL FLASHINGS, 11 PREPARE FOR NEW WORK. PROTECT EXISTING FINISHES AND BLOCKING 12 0 EXISTING VTR, SEE MECH. REMOVE EXISTING FLASHING AND PREPARE FOR NEW WORK 13 EXISTING SCUPPER, PREPARE FOR NEW WORK, SEE 4/A804 r 49 TR '? EXISTING ROOF DRAIN, REMOVE COVERp ................ -,CORE 14 AND OTHER ITEMS AND PREPARE FOR . LL V AWA a,. 27,23 NEW WORK, SEE 5 & 6/A804 ��9Fo Pe`�\ RbFES51oNp MECHANICAL EQUIP TO BE REINSTALLED 15 0 OR REMOVED, SEE MECH. REMOVE CURB, PREPARE FOR NEW WORK RAISED DUCT TO BE REMOVED, SEE 16 MECH. REMOVE SUPPORTS AND CURBS, J PREPARE FOR NEW WORK O FRAMED PARAPET, METAL WALL = = Z 0REMOVE 17 PANELS, FLASHINGS, AND WB TO BARE SUBSTRATE. PREPARE FOR NEW WORK? (-) W 18 REMOVE EXISTING METAL LADDER 0 G w w Q 19 REMOVE EXISTING ROOF HATCH AND 'LU m V Q CURB, PREPARE FOR NEW WORK Q Z Q J SEE ELECT. FOR ITEMS NOT SHOWN. Z Lij Q PREPARE AREA AROUND ELECT ITEMS Q 2 Y FOR NEW WORK li J W Q ALTERNATE 1: SLICE EXISTING W L Al MEMBRANE, PERFORM PULL TEST ON PREPARE FOR NEW WORK. O Z i SUBSTRATE. Q A2 ALTERNATE 1: REMOVE DRAIN COVER AND CLAMP, PREPARE FOR NEW So ROOFING O w O Y 3 a> ALTERNATE 1: EQUIP, SEE MECH. REMOVE MEMBRANE FROM CURB, � N w W PREPARE FOR NEW WORK a CONSTRUCTION DOCUMENTS REVISIONS SHEET TITLE - DEMOLITION ROOF PLAN EAST DATE: MARCH 24, 2023 FILE: 21013 AD204 G I 3 3 AD801 32'-3" 32'-3" AD801 14'-10" j� B 1953 EX ROOF DECK CONSTRUCTION: SLOPED DECK j" PLYWOOD OVER 2X10 JOISTS INTERIOR CONSTRUCTION NOT SHOWN 1 Demo - Building Section - 1953 North Wing SCALE: 0 2' 4' 8' 1998 MECH. PENTHOUSE BEYOND 8 EX ROOF DECK CONSTRUCTION: SLOPED DECK 5 PVC, �" PLYWOOD, 6" INSUL., �" PLYWOOD OVER TJIS AD803 34'-5" 7'-4" ALT 1 --1, I � 5/16 Al 12 1998 ADDITION EX ROOF DECK CONSTRUCTION: SLOPED DECK PVC, }" PLYWOOD, 6" INSUL, PLYWOOD OVER 22" TJIS w to 0 INTERIOR CONSTRUCTION NOT SHOWN Demo - Building Section - 1998 West Wing 2 g SCALE: 0 2' 4' 8' 31'-1" 5 7 8 32 6 AD801 26 -6" AD802 11 -8" 30 -0" AD803 i ♦ i ♦ REMOVE WOOD SIDING AND 11 = UNDERLAYMENT, PREPARE FOR NEW 1�4' 10" FINISHES ALL SIDES OF COMMONS I— — — — — — — — — — — — — —_ — — — — — — — — — — — — — I I I ------------------- WALL BEYOND I I w — — �MARJIVS�PALC=HETORD— — — — — — — — — — — T I 2 r —_ —_ —_ —_ —_ —_ —_ — — — — — — — — — — — 1953 KINDERGARTEN EX ROOF DECK CONSTRUCTION: L FLAT DECK PLYWOOD OVER 2X10 JOISTS I II INTERIOR CONSTRUCTION NOT SHOWN Demo - Building Section - 1953 Admin 3 n SCALE. 0 2' 4' 8' 1() 1998 ADDITION Demolition Notes: GENERAL NOTE 1: THE KEY NOTES LISTED BELOV MAY NOT BE SPECIFIC TO THIS SHEET. GENERAL NOTE 2: REMOVE ROOFING AND INSULATION ASSEMBLY DOWN TO ROOF DECK, U( REMOVE METAL ROOF FLASHINGS, UON. ROOF DECK SLOPES AS SHOWN. OREMOVE ROOF ASSEMBLY DOWN TO BARE PWD ROOF DECK, SEE 1/AD801 FLAT ROOF DECK. REMOVE TAPERED 2OROOF ASSEMBLY DOWN TO BARE PWD ROOF DECK, SEE 1/AD801, SIM. OFLAT ROOF DECK. REMOVE TAPERED ROOF ASSEMBLY DOWN TO BARE METAL ROOF DECK, SEE 2/AD801 4OROOF DECK SLOPES AS SHOWN. REMOVE ROOF ASSEMBLY DOWN TO BARE METAL OR CONC ROOF DECK, SEE 2/AD801, SIM. OREMOVE EXISTING ROOF CRICKET. REMOVE EXISTING ROOF ASSEMBLY TO BARE DECK. REMOVE EXISTING METAL FLASHINGS, 11 PREPARE FOR NEW WORK. PROTECT EXISTING FINISHES AND BLOCKING EXISTING VTR, SEE MECH. REMOVE 12 EXISTING FLASHING AND PREPARE FOR NEW WORK 13 EXISTING SCUPPER, PREPARE FOR NEW WORK, SEE 4/A804 EXISTING ROOF DRAIN, REMOVE COVER 14 AND OTHER ITEMS AND PREPARE FOR NEW WORK, SEE 5 & 6/A804 MECHANICAL EQUIP TO BE REINSTALLED 15 OR REMOVED, SEE MECH. REMOVE CURB, PREPARE FOR NEW WORK RAISED DUCT TO BE REMOVED, SEE 16 MECH. REMOVE SUPPORTS AND CURBS, PREPARE FOR NEW WORK REMOVE FRAMED PARAPET, METAL WALL 17 PANELS, FLASHINGS, AND WB TO BARE SUBSTRATE. PREPARE FOR NEW WORK 18 REMOVE EXISTING METAL LADDER 19 REMOVE EXISTING ROOF HATCH AND CURB, PREPARE FOR NEW WORK SEE ELECT. FOR ITEMS NOT SHOWN. PREPARE AREA AROUND ELECT ITEMS FOR NEW WORK ALTERNATE 1: SLICE EXISTING Al MEMBRANE, PERFORM PULL TEST ON SUBSTRATE. PREPARE FOR NEW WORK. ALTERNATE 1: REMOVE DRAIN COVER A2 AND CLAMP, PREPARE FOR NEW ROOFING ALTERNATE 1: EQUIP, SEE MECH. A3 REMOVE MEMBRANE FROM CURB, PREPARE FOR NEW WORK ❑❑❑ ❑❑❑ 1111 Jensen Yorba Wall Inc, 522 West 10th Street Juneau, Al aska 99801 907.586.1070 AECC137 jensenyorbawall.com 4 :.4 9TH^ �.... COME VZA WALL I...... ` �Pof'ESSIU'1�V� J 0 =v W Q CLU O Q V m zW J 55 W U N Y W w oz LL N 0 1w 0 W a CONSTRUCTION DOCUMENTS REVISIONS SHEET TITLE DEMOLITION BUILDING SECTIONS DATE: MARCH 24, 2023 FILE: 21013 AD301 7 8 9 1 5 -0. Z AD802 AD802 z z ♦� 11 ♦ 2 aor,11 3 I 14'-10" 1993 ADDITION / 1 1 1953 COMMONS EX ROOF DECK CONSTRUCTION: ♦� �� c — — — EX ROOF DECK CONSTRUCTION: FLAT DECK FLAT DECK 1-1/2" METAL DECK OVER STEEL ♦ }" PLYWOOD OVER 2X10 JOISTS 1953 KINDERGARTEN I � _ M N I I I II INTERIOR CONSTRUCTION NOT SHOWN Demo - Building Section - 1953 Commons 1s SCALE: 0 2' 4' 8' 3 AD80 4 3 18'_0• 72•_4" 6 AD801 1 I I 10 I �♦ 1 -I--- —L- —_ I 1966 GYM EX ROOF DECK CONSTRUCTION: — / FLAT DECK ♦` 1-1/2" METAL DECK OVER 22" STEEL JOISTS / ♦ I 1993 ADDITION EX ROOF DECK CONSTRUCTION: FLAT DECK 1-1/2" METAL DECK OVER STEEL INTERIOR CONSTRUCTION NOT SHOWN 1 Demo - Building Section - 1966 Gym SCALE: 0 2' 4' 8' 5 6 5 AD801 30'-6" 11'-0" 8 5 30'-6" AD801 a � 1 Demo -Building Section .1966 East Wing SCALE: 0 2' 4' 8' Demolition Notes: GENERAL NOTE 1: THE KEY NOTES LISTED BELOV MAY NOT BE SPECIFIC TO THIS SHEET. GENERAL NOTE 2: REMOVE ROOFING AND INSULATION ASSEMBLY DOWN TO ROOF DECK, U( REMOVE METAL ROOF FLASHINGS, UON. OROOF DECK SLOPES AS SHOWN. REMOVE ROOF ASSEMBLY DOWN TO BARE PWD ROOF DECK, SEE 1/AD801 2OFLAT ROOF DECK. REMOVE TAPERED ROOF ASSEMBLY DOWN TO BARE PWD ROOF DECK, SEE 1/AD801, SIM. OFLAT ROOF DECK. REMOVE TAPERED ROOF ASSEMBLY DOWN TO BARE METAL ROOF DECK, SEE 2/AD801 OROOF DECK SLOPES AS SHOWN. REMOVE ROOF ASSEMBLY DOWN TO BARE METAL OR CONC ROOF DECK, SEE 2/AD801, SIM. OREMOVE EXISTING ROOF CRICKET. 5 REMOVE EXISTING ROOF ASSEMBLY TO BARE DECK. REMOVE EXISTING METAL FLASHINGS, 11 PREPARE FOR NEW WORK. PROTECT EXISTING FINISHES AND BLOCKING EXISTING VTR, SEE MECH. REMOVE 12 EXISTING FLASHING AND PREPARE FOR NEW WORK 13 EXISTING SCUPPER, PREPARE FOR NEW WORK, SEE 4/A804 EXISTING ROOF DRAIN, REMOVE COVER 14 AND OTHER ITEMS AND PREPARE FOR NEW WORK, SEE 5 & 6/A804 MECHANICAL EQUIP TO BE REINSTALLED 15 OR REMOVED, SEE MECH. REMOVE CURB, PREPARE FOR NEW WORK RAISED DUCT TO BE REMOVED, SEE 16 MECH. REMOVE SUPPORTS AND CURBS, PREPARE FOR NEW WORK REMOVE FRAMED PARAPET, METAL WALL 17 PANELS, FLASHINGS, AND WB TO BARE SUBSTRATE. PREPARE FOR NEW WORK 18 REMOVE EXISTING METAL LADDER 19 REMOVE EXISTING ROOF HATCH AND CURB, PREPARE FOR NEW WORK SEE ELECT. FOR ITEMS NOT SHOWN. PREPARE AREA AROUND ELECT ITEMS FOR NEW WORK ALTERNATE 1: SLICE EXISTING Al MEMBRANE, PERFORM PULL TEST ON SUBSTRATE. PREPARE FOR NEW WORK. ALTERNATE 1: REMOVE DRAIN COVER A2 AND CLAMP, PREPARE FOR NEW ROOFING ALTERNATE 1: EQUIP, SEE MECH. A3 REMOVE MEMBRANE FROM CURB, PREPARE FOR NEW WORK ❑❑❑ ❑❑❑ ❑❑❑ ❑❑ Jensen Yorba Wall Inc, 522 West 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 jense nyorbawall.com 49 49TH^ .. COREYZA. WALL ..•• �11 7 23 y0.Al2R` &'OfESS10M�V, O �= Z =v W O>_ w W m � V zW a.J 55 J W Y W 0 LL oN 0 Yw 0 W a CONSTRUCTION DOCUMENTS REVISIONS SHEET TITLE DEMOLITION BUILDING SECTIONS DATE: MARCH 24, 2023 FILE: 21013 AD302 REMOVE EXISTING ROOF ASSEMBLY TO ROOF DECK, REMOVE ALL MISC ITEMS (DEBRIS, FASTNERS, ETC) TO PROVIDE CLEAN SUBSTRATE. PREPARE FOR NEW WORK. EXISTING ROOF ASSEMBLY: BALLAST & BALLAST STRAPS \ ABOVE MEMBRANE INSULATION ROOF MEMBRANE COVERBOARD RIGID INSULATION @ SLOPED DECK OR TAPERED RIGID INSULATION @ FLAT DECK) VAPOR BARRIER EXISTING PWD ROOF DECK TO REMAIN 1 DEMO — TYPICAL ROOF @ PWD DECK 21013 / Demo Typ Roof @ PWD SCALE: 0 3" 6" 1' EXISTING BLOCKING 8", FV 12", FV TO REMAIN REMOVE EX METAL FLASHING AND CLIPS NI p' Ilv EXISTING CONC I L--------- - - PARAPET TO REMAIN I REMOVE EXISTING I ° MEMBRANE FLASHING REMOVE EXISTING CANT STRIP I REMOVE EXISTING e ROOF ASSEMBLY / v / Q Axa • o ° v xX"1(XKV)e a o Q° o a 8° 0 O 0 e d. EX PLYWD DECK TO REMAIN LL REMOVE EX TAPERED BLOCKING I I I I REMOVE EX METAL FLASHING AND CLIPS `EXISTING EFIS AND ASSOCIATED FRAMING TO REMAIN, PROTECT FROM DAMAGE DURING CONSTRUCTION — EXISTING FRAMING TO REMAIN -EXISTING CONC WALL TO REMAIN REMOVE EXISTING ROOF ASSEMBLY TO ROOF DECK, REMOVE ALL MISC ITEMS (DEBRIS, FASTNERS, ETC) TO PROVIDE CLEAN SUBSTRATE. PREPARE FOR NEW WORK. EXISTING ROOF ASSEMBLY: BALLAST & BALLAST STRAPS \ ABOVE MEMBRANE INSULATION ROOF MEMBRANE RIGID INSULATION @ SLOPED DECK OR TAPERED RIGID INSULATION @ FLAT DECK) VAPOR BARRIER PERLITE BOARD \_ EXISTING STEEL OR CONCRETE ROOF DECK TO REMAIN DEMO — TYPICAL ROOF @ STEEL DECK 2 CONCRETE DECK SIM 21013 / Demo Typ Roof @ Steel SCALE: 0 3" 6" 1' REMOVE EXISTING TAPERED BLOCKING 7", FV 3-, FV REMOVE EXISTING METALr-- FLASHING AND CLIPS EXISTING PARAPET FRAMING TO REMAIN EMOVE EXISTINGI REMOVE EX METAL EMBRANE FLASHINNG I 11 FLASHING AND CLIPS —EXISTING EFIS AND ASSOCIATED FRAMING TO REMAIN, PROTECT FROM DAMAGE DURING CONSTRUCTION REMOVE EX CANT STRIP REMOVE EX NAILER - REMOVE EX ROOF ASSEMBLY EX 4X4 BLOCKING TO REMAIN — EX STEEL ROOF DECK TO REMAIN — EXISTING FRAMING TO REMAIN REMOVE EXISTING TAPERED BLOCKING REMOVE EXISTING METAL FLASHING AND CLIPS EXISTING PARAPET FRAMING TO REMAIN REMOVE EXISTING MEMBRANE FLASHING REMOVE EXISTING CANT STRIP REMOVE EXISTING ROOF ASSEMBLY ��V1()C)!X�l1AAAAA � PLYWD I REMAIN 4-3/4", FV , 9-3/4", FV LL v REMOVE EX TAPERED BLOCKING I I l J REMOVE EX METAL FLASHING AND CLIPS — EXISTING EFIS AND ASSOCIATED FRAMING TO REMAIN, PROTECT FROM DAMAGE DURING CONSTRUCTION — EXISTING FRAMING TO REMAIN 3 DEMO — PARAPET — NORTH WING 21013 / Demo Parapet North SCALE: 0 3" 6" 1' EXISTING BLOCKING 9-3/4", FV TO REMAIN --------1 IJI REMOVE EX METAL11 I I FLASHING AND CLIPS J�I III VI ° a e Ill EX 1/2" PWD AND 2X4- FURRING X4 FURRING TO REMAIN I a 1 EXISTING CONC I ° a PARAPET TO REMAIN Q, tr I LL I REMOVE EXISTING I o a MEMBRANE FLASHING I REMOVE EX METAL FLASHING REMOVE EXISTING p I AND CLIPS 2X BLOCKING ° e 1 REMOVE EXISTING II a ° 1 12", FV ROOF ASSEMBLY 0 1Ck > �1 XXxyXI IX EXISTING EFTS AND ASSOCIATED FRAMING TO - - REMAIN, PROTECT FROM DAMAGE a DURING CONSTRUCTION EXISTING FRAMING TO o a REMAIN EXISTING CONC EX STEEL DECK WALL TO REMAIN TO REMAIN T1 I 4 DEMO — PARAPET — NORTH WING END 5 DEMO — PARAPET — EAST WING 6 DEMO — PARAPET —1993 ADDITION 21013 / Demo Parapet North End SCALE. 0 3" 6" 1' 21013 / Demo Parapet East SCALE: 0 3" 6" 1' 21013 / Demo Parapet 1913 SCALE: 0 3" 6" 1' ❑❑❑ O❑© Jensen Yorba Wall Inc. 522 West 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 jensenyorbawall.com J O 0 = Z = v LU LU Y UJ oz Q a iw wW az Y o 0 LL Yw O W IL CONSTRUCTION DOCUMENTS REVISIONS A SHEET TITLE DEMOLITION EXTERIOR DETAILS DATE. MARCH 24, 2023 FILE. 21013 AD801 EXISTING BLOCKING 9-3/4" FV TO REMAIN - -I REMOVE EX METAL 11 FLASHING AND CLIPS vI a I` EX 1/2" PWD AND 2X4 I v FURRING TO REMAIN a EXISTING CONC PARAPET TO REMAIN REMOVE EXISTING I a MEMBRANE FLASHING REMOVE EXISTING 2X BLOCKING 1 a REMOVE EXISTING II ROOF ASSEMBLY II o I I II o Xkr%X��X�X X"Xv X�x)( X � Xxxx X)c XII I x X�jX�xx/�x wx x /\I I� ° �X Y-X}CYX�CXjC"YXX�� o' o EXISTING STEEL ROOF DECK TO REMAIN a p MASONRY WALL TO REMAIN EXISTING EFIS AND ASSOCIATED 2AMING TO REMAIN, PROTECT FROM DAMAGE DURING CONSTRUCTION EXISTING FRAMING TO REMAIN REMOVE TOP OF FASCIA METAL FLASHING AND CLIPS EXISTING EFIS AND — ASSOCIATED FRAMING TO REMAIN, PROTECT FROM DAMAGE DURING CONSTRUCTION REMOVE EXISTING METAL FLASHING REMOVE EXISTING MEMBRANE FLASHING ROOF ASSEMBLY, CONSTRUCTION VARIES, EXTENT OF REMOVAL VARIES, SEE PLANS AND SECTIONS —EXISTING EFIS AND ASSOCIATED FRAMING TO REMAIN, PROTECT FROM DAMAGE DURING CONSTRUCTION EXISTING PARAPET TO REMAIN, CONSTRUCTION VARIES 1 DEMO - PARAPET - MECH ROOM 2 DEMO - PARAPET - KINDERGARTEN S DEMO - ROOF ALL - TALL FASCIA 21013 / Demo Parapet Mach Room SCALE: 0 3" 6" 1' 21013 / Demo Parapet Kinder SCALE: 0 6" 1' 2' 21013 /Demo Roof Wall Tall Fascia SCALE: 0 6" 1' 2' REMOVE EXISTING CANT REMOVE EX METAL REMOVE EX METAL AND BLOCKING FLASHING AND CLIPS _ _ _ FLASHING AND CLIPS r� rill REMOVE EXISTING t I CANT BLOCKING REMOVE EXISTING REMOVE EX METAL STING PARAPET EXISTING PARAPET FRAMING EXI I I MEMBRANE FLASHING FLASHING AND CLIPS FRAMING TO REMAIN AND PWD TO REMAIN I I REMOVE EXISTING StRXXX�- - -- - I I ROOF ASSEMBLY EX PWD TO REMAIN I I � AA IJPJIJ�JIJ�JIJ�JIJ�JIJ�JIJ�nxxh� �/ ° EXISTING CMU PARAPET 1()tREMOVE EXISTING REMOVE EXISTING WD SIDING �A AAAAAAAAAAAAAAAAAAAh I REMOVE EX CANT I Xy XXXXXXXXXXXX XXXXXXX)(�1 WD SIDING AND WB TO PWD, REMOVE EX I 1 AND BLOCKING TO REMAIN AAAAAA MEMBRANE AT SIM. -�- --- BLOCKING lGaG1LGaGIY�XXXaG x --- -� • I 1 - - REMOVE EXISTING u� � REMOVE EXISTING I oREMOVE EX METAL -Y-Y-YyY J MTL WALL PANELS I y� YYYYY_y_y_ L?L%G OOF ASSEMBLY - I FLASHING AND CLIPS / AND FLASHINGS I 7K -X -X -X -XX 7177r)rX,� I Il REMOVE EXISTING a a I I i XX XXXXXXXXXXXXXXXX+;<---+ -.� J Q ROOF ASSEMBLY I I I REMOVE EX BATT INSUL I 7�7C AND WEATHER BARRIER I 3131�1�F�CjF7FjrCT - - I I I XXXXXXXXXXXXX EXISTING STEEL ROOF I I I EX 2X FURRING TO REMAIN EAST WING BEYOND DECK TO REMAIN a a I I I a REMOVE EX TERM BAR EXISTING MASONRY LL I I & MEMBRANE FLASHING I LL WALL TO REMAIN m I I I\_EX PWD ROOF DECK a T 4 4 I I WD OVER FURRING v TO REMAIN REMOVE EX METAL o I TO REMAIN I a FLASHING AND CLIPS ED I I EXISTING PWD ROOF o ° vi REMOVE EXISTING REMOVE EXISTING I EMOVE EXISTING wDECK TO REMAIN o � CANT AND BLOCKING CANT AND BLOCKING i � CANT BLOCKING > - o I I -v , f � II REMOVE EXISTING REMOVE EXISTING � REMOVE EXISTING � a LL LJ ROOF ASSEMBL ROOF ASSEMBLY i Q �` ROOF ASSEMBLY o N IL- NS 7, •.:. a 1_YXx YYYxxxxxxl YYY Y>Z1L>LtLv�ryyyYYYYYY �� _51C�C�CaGa4Y1L�L�L�Cv_vJr�Xlr�/YYY Y -C7C7r �C717C7C1C1C1C7f-7r��r 4 �C7C7C7C7r7r��C�C7C7C �xXXXXXXXXXXXXXX — XXXXXXXXXXXXXXXXXX XXXXXXXXXXxXXXXXxXX a Q( AKXXX,rKYAAXA X EXISTING CONC WALL a o EXISTING PWD ROOF EXISTING STEEL ROOF ISTING PWD ROOF TO REMAIN d DECK TO REMAIN DECK TO REMAIN ECK TO REMAIN 4 DEMO - ROOF ALL @ GYM 5 DEMO - ROOF ALL @ COMMONS 6 DEMO - ROOF ALL @ NORT INDER 21013 / Demo Roof Wall Gym SCALE: 0 6" 1' 2' 21013 / Demo Roof Wall Commons SCALE: 0 6" 1' 2' 21013 / Demo Roof Wall North Kinder SCALE: 0 6" 1' 2' 1 1 1 ❑❑❑ ❑❑❑ ❑❑❑ O❑® Jensen Yorba WaInc. 522 West 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 jensenyorbawall.00m OF,•A(q% 49 ........ 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QU2 allo El W In p Z_wO' OFw >, w U_ ¢ =Oz W 0� LLl Z U N -J H LLap �¢ �� z� Uv �mw �¢ Qlm Wo 00 z (wn�w �1=i �� Q LL M O p Z m Q 7 F p¢ p p Zww ow v= �� w8 wWW wm zg www 0Q OQ 0LL U¢ °3a, LL� O HOZ Z�F J W,8 oz ��w �w w0r X LLLL Q> Z LL W w � w 0 Q Q> p LL w�Z >Z wwQ �Z� W� pyo o° gww >¢— LLLL J— F W J F w J >> OLLr =p LLLLv QF°D wa wQQ �w LL W � QUU 77 W Ha)¢ Zp U�U Z 0�J w a -w I a)a)UW) Z— W W LLw 00 LL a- v WWLL aooa0000 SEE l/A203 Y L) ❑ o I O p M O N I I m LL 00 ¢ I I I O I I w p 0: p p Y p U WLLJ Z O U) F-: QZCQ7 z� ww� Wp RIDC E J W U) U~ LL N w > 0 F p W p ¢ H J W >>Kg > > a) 0 r = O� 0Wg 0 cn10 J Q Qaww J w¢ Qga 0 0 0. .. z= w LL Q m N W W B I W Q m N w Yo F6� a- V) Y>zO V) Y�zO aww a O W U a1 J J O¢ W U J U J O¢ Y F U N W W Y 00 Q w W p W w -8w Y MI �ww IL � M C cng USW OOv Oaty U�p U G1 OU OQJ N 'b o pJ� WO p�z U O_j CO SOC) Z LLc¢w OAU ~0LL 0 LL X00 O�LL 0 LL 0 Z gZ o 9 z J— x z g0J LL� n goJ LLc n OZof W: O 0 w Y °' WQ cpm W� c�z� z�aa000 SEE l/A203 ® I ❑ o I O M O N I I 0 I I " I V I I I O I I a O N Zl Z/L ❑ I 117 ZL Z/l ❑ I I a I I� RIDC E I I�of W, m >I 'I U D, I I 0 I a N 0 M o MI a � M C Zl : Z/l Zl : Z/l El a N 'b o 21 SEE 1/A20 I I 5 11 20 ttP. 12 15 m I I m 13 SIM 14I] ro 12 DIN 1 1 15 20 14 5 5 —E1 Asoz I ABoz sln 5 13 � II 2 SIM 4 0 2 DIN l5 A803 zz A803 15 16 a RIDGE w DUCTS OVER CHASE AND ROOF BELOW 15 N 15 �Fo .. �� 12 15 N 15 12 g 14 A802 5�- 20 —5 I F/E z 0 1 0 2 Iz A802 a Iw I TYP. 14 \ v 15 6 - 5 �+ A803 A803 SIM \ A3 A�ALTERNATE 1: WORK ON 1998 WEST WING V-1 \ 20 \ \ 2 \ \\ \ \ A2 5 / Al o try A803 SIM Uj \}-i � MECH Al i 0 PENTHOUSE / O O I Al 5/16 +/- —:12 1= Roof Plan - West SCALE: 0 4' 8' 16' S Eel 0 0 O Key Notes: GENERAL NOTE 1: THE KEY NOTES LISTED BELOW MAY NOT BE SPECIFIC TO THIS SHEET. ❑❑❑ GENERAL NOTE 2: INSTALL ROOFING AND INSULATION ASSEMBLY OVER EXISTING ROOF DECK, 3 5 ❑❑ 1❑ ROOF DECK SLOPES AS SHOWN. INSTALL ROOF ASSEMBLY OVER PWD Jensen A802 A803 FLAT ROOF DECK. INSTALL TAPERED Yo r ba �2 SIM SIM SLOPE 1/4:12 UON, SEE 1/A801 SIM. L--- ❑3 FLAT ROOF DECK. INSTALL TAPERED ROOF ASSEMBLY OVER METAL DECK, West 10th SLOPE 1/4:12 UON, SEE 2/A801 — —J 10 Eel 0 0 O Key Notes: GENERAL NOTE 1: THE KEY NOTES LISTED BELOW MAY NOT BE SPECIFIC TO THIS SHEET. ❑❑❑ GENERAL NOTE 2: INSTALL ROOFING AND INSULATION ASSEMBLY OVER EXISTING ROOF DECK, UON. INSTALL METAL ROOF FLASHINGS, UON. ❑❑ 1❑ ROOF DECK SLOPES AS SHOWN. INSTALL ROOF ASSEMBLY OVER PWD Jensen DECK, SEE 1/A801 FLAT ROOF DECK. INSTALL TAPERED Yo r ba �2 ROOF ASSEMBLY OVER PWD DECK, SLOPE 1/4:12 UON, SEE 1/A801 SIM. Wall Inc. ❑3 FLAT ROOF DECK. INSTALL TAPERED ROOF ASSEMBLY OVER METAL DECK, West 10th SLOPE 1/4:12 UON, SEE 2/A801 522 Street Juneau, Alaska 99801 907.586.1070 ROOF DECK SLOPES AS SHOWN. AECC137 ensenyorbawall,com INSTALL ROOF ASSEMBLY OVER METAL OR CONIC DECK, SEE 2/A801 SIM. E5 ROOF CRICKET, SLOPE 1/8:12 UON. 11 REMOVE EXISTING METAL FLASHINGS, PREPARE FOR NEW WORK. PROTECT EXISTING FINISHES AND BLOCKING FLASH VB AND ROOF MEMBRANE TO 12 EXISTING VTR, SEE 3/A804 AND MECH. 13 SCUPPER IN LOCATION OF REMOVED SCUPPER, FLASH TO ROOF MEMBRANE, Q (F-.•OF••q 9 SEE 4/A804 ,...:.49TM„ � 14 INSTALL RETROFIT DRAIN INTO.............. EXISTING ROOF DRAIN, REMOVE, SEE 5 • •• COREY M,, 27,23ALL & 6/A804 1' PPUi'ESSIU`i�V� PENETRATION CURB AT MECHANICAL 15 EQUIP, SEE 2/A804 AND MECH. 16 RAISED DUCT & EQUIP, SEE MECH. INSTALL EQUIPMENT CURBS, SIZE AND J LOCATION AS REQ'D. SEE 1/A804 0 17 FRAMED PARAPET. METAL WALL = O Z PANELS OVER WB AND FURRING LU V :) 18 ROOF LADDER IN LOCATION OF REMOVED ROOF LADDER, 6'-0" TALL, (n 5 0 G FIELD VERIFY w W ROOF HATCH IN LOCATION OF REMOVED Y m U El19 Q ROOF HATCH Q Z J Z W Q 20 ROOF WALKWAY. COORDINATE FINAL LAYOUT WITH OWNER. W li Q J PATCH / REPAIR ROOF DECK IN iii J W 21 EQ LOCATION OF REMOVED MECHANICAL EQUIPMENT, MATCH EXISTING Z Y LL SEE ELEC FOR ITEMS NOT SHOWN. O (/) FLASH ROOF AROUND ITEMS AS REQ'D. O 0 Al ALTERNATE 1:COVERBOARD AND MEMBRANE OVER EXISTING TAPERED Y w 0 W INSULATION AND ROOFING. a A2 ALTERNATE 1: ROOF DRAIN COVER AND CLAMP REINSTALLED OVER ROOF MEMBRANE. A3 ALTERNATE 1: FLASHING MEMBRANE OVER EX CURB, REMOVE AND REINSTALL MECH EQUIP AS REQ'D CONSTRUCTION DOCUMENTS REVISIONS SHEET TITLE ROOF PLAN WEST DATE: MARCH 24, 2023 FILE: 21013 A203 D a -- (D 1 Roof Plan - East SCALE: 0 4' 8' 16' 5 _ r— SEE 1/A203 I I LOWER ROOF Key Notes: GENERAL NOTE 1: THE KEY NOTES LISTED BELOW MAY NOT BE SPECIFIC TO THIS SHEET. ❑❑❑ GENERAL NOTE 2: INSTALL ROOFING AND INSULATION ASSEMBLY OVER EXISTING ROOF DECK, UON. INSTALL METAL ROOF FLASHINGS, UON. �❑❑ 1� ROOF DECK SLOPES AS SHOWN. INSTALL ROOF ASSEMBLY OVER PWD Jensen DECK, SEE 1/A801 FLAT ROOF DECK. INSTALL TAPERED Yo rba 22 ROOF ASSEMBLY OVER PWD DECK, SLOPE 1/4:12 LION, SEE 1/A801 SIM. Wall Inc. FLAT ROOF DECK. INSTALL TAPERED ROOF ASSEMBLY OVER METAL DECK, West 10th SLOPE 1/4:12 LION, SEE 2/A801 522 Street Juneau, Alaska 99801 907.586.1070 ROOF DECK SLOPES AS SHOWN. Ae ensenyoenyorbawall.com 4❑ INSTALL ROOF ASSEMBLY OVER METAL OR CONIC DECK, SEE 2/A801 SIM. 05 ROOF CRICKET, SLOPE 1/8:12 LION. 11 REMOVE EXISTING METAL FLASHINGS, PREPARE FOR NEW WORK. PROTECT EXISTING FINISHES AND BLOCKING FLASH VB AND ROOF MEMBRANE TO 12 EXISTING VTR, SEE 3/A804 AND MECH. EXISTING SCUPPER IN LOCATION OF REMOVED SCUPPER, FLASH TO ROOF 13 MEMBRANE, SEE 4/A804 "...... �'"......"�" 14 INSTALL RETROFIT DRAIN INTO EXISTING ROOF DRAIN, REMOVE, SEE 515� .. ...................... COREY VzA. WALL N0, A 1223(. & 6/A804 �PofESS1UM� PENETRATION CURB AT MECHANICAL 15 EQUIP, SEE 2/A804 AND MECH. 16 El RAISED DUCT & EQUIP, SEE MECH. INSTALL EQUIPMENT CURBS, SIZE AND J LOCATION AS REQ'D. SEE 1/A804 0 = FRAMED PARAPET. METAL WALL = ElZ17 PANELS OVER WB AND FURRING ? V W 18 ROOF LADDER, 6'-0" TALL, FIELD VERIFY 0 >- LUQ V Y 19 ROOF HATCH Q z Q z Lij 20 SCUPPER IN FRAMED PARAPET. /^J J W li Q LU E21 PATCH / REPAIR ROOF DECK IN LOCATION OF REMOVED MECHANICAL LLJ w 0 z Q Z EQUIPMENT, MATCH EXISTING 0 LL SEE ELEC FOR ITEMS NOT SHOWN. in O FLASH ROOF AROUND ITEMS AS REQ'D. Q w O 0N Al ALTERNATE 1: COVERBOARD AND MEMBRANE OVER EXISTING TAPERED L I LrL INSULATION AND ROOFING. a A2 ALTERNATE 1: ROOF DRAIN COVER AND CLAMP REINSTALLED OVER ROOF MEMBRANE. CONSTRUCTION DOCUMENTS REVISIONS SHEET TITLE ROOF PLAN EAST DATE: MARCH 24, 2023 FILE: 21013 A204 ❑❑❑ ❑❑❑ ❑❑ Jensen Yorba Wall Inc. 522 West 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 jensenyo r bawall.com :'.49 • .��1H^^ �� #l�S.......�:... y�e;•• COREY A. WALL �.• Mar. 27,23 \ No. a 12a%-" 0 �= Z =v W 0>- w W m � zW a.J 55 J W Y W w z LL oN 0 1w 0 W a CONSTRUCTION DOCUMENTS REVISIONS SHEET TITLE BUILDING SECTIONS DATE: MARCH 24, 2023 FILE: 21013 A301 G I Key Notes: 3 3 GENERAL NOTE 1: THE KEY NOTES LISTED BELOW A801 32'-3" 32'-3" A801 MAY NOT BE SPECIFIC TO THIS SHEET. �♦ � GENERAL NOTE 2: INSTALL ROOFING AND 14'-10" INSULATION ASSEMBLY OVER EXISTING ROOF DECK, LION. INSTALL METAL ROOF FLASHINGS, UON. i 12 1/2 1 1 1/2 12 i ROOF DECK SLOPES AS SHOWN. ♦ ♦ 1� INSTALL ROOF ASSEMBLY OVER PWD 1953 NORTH WING T SCALE: 0 DECK, SEE 1/A801 EX ROOF DECK CONSTRUCTION: SLOPED DECK FLAT ROOF DECK. INSTALL TAPERED PLYWOOD OVER 2X10 JOISTS 0ROOF ASSEMBLY OVER PWD DECK, SLOPE 1/4:12 LION, SEE 1/A801 SIM. w I FLAT ROOF DECK. INSTALL TAPERED EXISTING FINISHES AND BLOCKING �3ROOF ASSEMBLY OVER METAL DECK, 8 1998 MECH. PENTHOUSE BEYOND EX ROOF DECK CONSTRUCTION: SLOPE 1/4:12 LION, SEE 2/A801 ROOF DECK SLOPES AS SHOWN. 1() 12 4� INSTALL ROOF ASSEMBLY OVER METAL INTERIOR CONSTRUCTION NOT SHOWN 5 A803 34'-5" OR CONIC DECK, SEE 2/A801 SIM. ❑❑❑ ❑❑❑ ❑❑ Jensen Yorba Wall Inc. 522 West 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 jensenyo r bawall.com :'.49 • .��1H^^ �� #l�S.......�:... y�e;•• COREY A. WALL �.• Mar. 27,23 \ No. a 12a%-" 0 �= Z =v W 0>- w W m � zW a.J 55 J W Y W w z LL oN 0 1w 0 W a CONSTRUCTION DOCUMENTS REVISIONS SHEET TITLE BUILDING SECTIONS DATE: MARCH 24, 2023 FILE: 21013 A301 05 ROOF CRICKET, SLOPE 1/8:12 LION. Building Section - 1953 North Wing 5 1 REMOVE EXISTING METAL FLASHINGS, SCALE: 0 2' 4' 81 11 PREPARE FOR NEW WORK. PROTECT ALT t sIM EXISTING FINISHES AND BLOCKING 8 1998 MECH. PENTHOUSE BEYOND EX ROOF DECK CONSTRUCTION: 1() 12 FLASH VB AND ROOF MEMBRANE TO EXISTING VTR, SEE 3/A804 AND MECH. 5 A803 34'-5" SLOPED DECK PVC, PLYWOOD, 6" INSUL., PLYWOOD OVER TJIS 7'-4" 31'-l" 5 A803 13 SCUPPER IN LOCATION OF REMOVED SCUPPER, FLASH TO ROOF MEMBRANE, ALT 1 �♦ SEE 4/A804 14'-10" INSTALL RETROFIT DRAIN INTO Al Al 14 EXISTINGROOF DRAIN, REMOVE, SEE 5 1 12 5/16 +/— 1/4 1? I & PENETRATION CURB AT MECHANICAL ♦ N ♦ ID EQUIP, SEE 2/A804 AND MECH. 1998 ADDITION RAISED DUCT & EQUIP, SEE MECH. EX ROOF DECK CONSTRUCTION: SLOPED DECK 16 INSTALL EQUIPMENT CURBS, SIZE AND PVC, }" PLYWOOD, 6" INSUL, PLYWOOD OVER 22" TJIS LOCATION AS REQ'D. SEE 1/A804 w I I FRAMED PARAPET. METAL WALL 0 o 17 PANELS OVER WB AND FURRING 18 ROOF LADDER IN LOCATION OF REMOVED ROOF LADDER, 6'-0" TALL, FIELD VERIFY INTERIOR CONSTRUCTION NOT SHOWN 19 ROOF HATCH IN LOCATION OF REMOVED ROOF HATCH ROOF WALKWAY. COORDINATE FINAL Building Section - 1998 West Wing 20 LAYOUT WITH OWNER. 2 SCALE 0 2' 4' 81 21 E PATCH / REPAIR ROOF DECK IN LOCATION OF REMOVED MECHANICAL EQUIPMENT, MATCH EXISTING SEE ELEC FOR ITEMS NOT SHOWN. 5 O O FLASH ROOF AROUND ITEMS AS REQ'D. 3 2 2 6 A801 26 -6" 11 -8" A 30 -0" A803 Al ALTERNATE 1: COVERBOARD AND MEMBRANE OVER EXISTING TAPERED �♦ - �♦ INSULATION AND ROOFING. 11 �� o 14'-10" o ♦ ALTERNATE 1: ROOF DRAIN COVER AND 1 I I- m - q1 A2 CLAMP REINSTALLED OVER ROOF 1 1 I 1 MEMBRANE. WALL BEYOND ; i 12 COMMONS WALL BEYOND ALTERNATE 1: FLASHING MEMBRANE 1 ♦ I 2 A3 OVER EX CURB, REMOVE AND I I a I REINSTALL MECH EQUIP AS REQ'D ` 1998 ADDITION ♦ I � 1953 KINDERGARTEN EX ROOF DECK CONSTRUCTION: L FLAT DECK y m I PLYWOOD OVER 2X10 JOISTS I II INTERIOR CONSTRUCTION NOT SHOWN Building Section - 1953 Admin 3 SCALE: 0 2' 4' 8' ❑❑❑ ❑❑❑ ❑❑ Jensen Yorba Wall Inc. 522 West 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 jensenyo r bawall.com :'.49 • .��1H^^ �� #l�S.......�:... y�e;•• COREY A. WALL �.• Mar. 27,23 \ No. a 12a%-" 0 �= Z =v W 0>- w W m � zW a.J 55 J W Y W w z LL oN 0 1w 0 W a CONSTRUCTION DOCUMENTS REVISIONS SHEET TITLE BUILDING SECTIONS DATE: MARCH 24, 2023 FILE: 21013 A301 1 Building Section - 1953 Commons SCALE: 0 2- 4' 8' 1 Building Section - 1966 Gym SCALE: 0 2' 4' 8' 5 6 5 A801 30'-8" t t' -o" 8 5 30'-6" A801 1 Building Section - 1966 East Wing SCALE: 0 2' 4' 8' Key Notes: GENERAL NOTE 1: THE KEY NOTES LISTED BELOW MAY NOT BE SPECIFIC TO THIS SHEET. GENERAL NOTE 2: INSTALL ROOFING AND INSULATION ASSEMBLY OVER EXISTING ROOF DECK, UON. INSTALL METAL ROOF FLASHINGS, UON. ROOF DECK SLOPES AS SHOWN. �1INSTALL ROOF ASSEMBLY OVER PWD DECK, SEE 1/A801 FLAT ROOF DECK. INSTALL TAPERED n2 ROOF ASSEMBLY OVER PWD DECK, SLOPE 1/4:12 LION, SEE 1/A801 SIM. FLAT ROOF DECK. INSTALL TAPERED n3 ROOF ASSEMBLY OVER METAL DECK, SLOPE 1/4:12 LION, SEE 2/A801 ROOF DECK SLOPES AS SHOWN. n4 INSTALL ROOF ASSEMBLY OVER METAL OR CONC DECK, SEE 2/A801 SIM. M5 ROOF CRICKET, SLOPE 1/8:12 UON. REMOVE EXISTING METAL FLASHINGS, 11 PREPARE FOR NEW WORK. PROTECT EXISTING FINISHES AND BLOCKING 12 FLASH VB AND ROOF MEMBRANE TO El EXISTING VTR, SEE 3/A804 AND MECH. SCUPPER IN LOCATION OF REMOVED 13 SCUPPER, FLASH TO ROOF MEMBRANE, SEE 4/A804 INSTALL RETROFIT DRAIN INTO 14 EXISTING ROOF DRAIN, REMOVE, SEE 5 & 6/A804 15 PENETRATION CURB AT MECHANICAL EQUIP, SEE 2/A804 AND MECH. RAISED DUCT & EQUIP, SEE MECH. 16 INSTALL EQUIPMENT CURBS, SIZE AND LOCATION AS REQ'D. SEE 1/A804 17 FRAMED PARAPET. METAL WALL PANELS OVER WB AND FURRING ROOF LADDER IN LOCATION OF 18 REMOVED ROOF LADDER, 6'-0" TALL, FIELD VERIFY 19 ROOF HATCH IN LOCATION OF REMOVED l ROOF HATCH 20 ROOF WALKWAY. COORDINATE FINAL LAYOUT WITH OWNER. PATCH / REPAIR ROOF DECK IN 21 LOCATION OF REMOVED MECHANICAL E EQUIPMENT, MATCH EXISTING SEE ELEC FOR ITEMS NOT SHOWN. FLASH ROOF AROUND ITEMS AS REQ'D. ALTERNATE 1: COVERBOARD AND Al MEMBRANE OVER EXISTING TAPERED INSULATION AND ROOFING. ALTERNATE 1: ROOF DRAIN COVER AND A2 CLAMP REINSTALLED OVER ROOF MEMBRANE. ALTERNATE 1: FLASHING MEMBRANE A3 OVER EX CURB, REMOVE AND El REINSTALL MECH EQUIP AS REQ'D ❑❑❑ ❑❑❑ Jensen Yorba Wall Inc, 522 West 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 jensenyorbawall.com .....491H .. ........... �q. COREY A. WALL �'•, Mar. 27, 23 Lam. J D. A 12&3l �: �OiESSltl1�� O = Z 0 =v W O� W 0a V m zW J in J W^ — W Y �0 LL u) O Y w O w a CONSTRUCTION DOCUMENTS REVISIONS SHEET TITLE BUILDING SECTIONS DATE: MARCH 24, 2023 FILE: 21013 A302 TYPICAL FOR ALL DETAILS: COORDINATE WITH MANUFACTURER'S STANDARD DETAILS TAPERED INSULATION AT CRICKET - ADHERED COMPOSITE RIGID INSULATION/COVERBOARD -ADHERED RIGID INSULATION, 3-1/2" @ SLOPED DECKS, 1" MIN. TAPERED @ FLAT DECKS - MECHANICALLY FASTEN VAPOR BARRIER - ADHERED 3/4" PLYWOOD - MECHANICALLY FASTEN 1 TYPICAL ROOF ASSEMBLY @ PWD DECK 21013 / Typ Roof @ PWD SCALE: 0 3" 6" 1' METAL PARAPET FLASHING SHAPED 2X BLOCKING WITH CONT. CLIPS OVER EX PARAPET MEMBRANE FLASH, CONT. MEMBRANE WRAP OVER PARAPET p FLASHING, WELD TO PARAPET FLASHING COVERBOARD OVER PARAPET FACE ° o PERIM FASTENER BY MEMBRANE MFR 3/4" PLYWOOD METAL VB, CONT TO MEMB FLASHING WITH ROOF ASSEMBLY,CONT CLIP, SEE 1/A801 WRAP UNDER PARAPET o FLASHING o BLOCKING FROM 0 3/4" BEVELED a ' a CEDAR SIDING OVER EX FRAMING Qa' � o ° ADD'L BLOCKING AS REQ'D 0 o �o-, 4 EXISTING EFIS AND ASSOCIATED o FRAMING TO o REMAIN, PROTECT FROM DAMAGE d o°'_ DURING CONSTRUCTION oQ 4� p 0 o EXISTING o FRAMING AND WALL TO REMAIN SEE DEMO EX PLYWD DECK DETAILS FOR ° DIMENSIONS OF TO REMAIN EX CONSTRUCTION 4 PARAPET - NORTH WING END 21013 / Parapet North End SCALE: 0 3" 1 6" 1' TYPICAL FOR ALL DETAILS: COORDINATE WITH MANUFACTURER'S STANDARD DETAILS ROOF MEMBRANE -ADHERED COMPOSITE RIGID INSULATION/COVERBOARD -ADHERED RIGID INSULATION, 3-1/2" @SLOPED DECKS, 1" MIN. TAPERED @ FLAT DECKS - MECHANICALLY FASTEN VAPOR BARRIER - ADHERED SUBSTRATE BOARD - MECHANICALLY FASTEN TAPERED INSULATION AT CRICKET - ADHERED —EXISTING STEEL OR CONCRETE ROOF DECK TYPICAL ROOF ASSEMBLY @ STL DECK 2 CONCRETE DECK SIM 21013 / Typ Roof @ Steel SCALE: 0 3" 6" 1' MEMBRANE FLASH,— WRAP OVER PARAPET COVERBOARD OVER PARAPET FACE EX BLOCKING PERIM FASTENER BY MEMBRANE MFR — SHAPED 2X BLOCKING OVER EX PARAPET CONT. MEMBRANE FLASHING, WELD TO PARAPET FLASHING --BLOCKING FROM 3/4" BEVELED CEDAR SIDING OVER EX FRAMING METAL FLASHING WITH CONT CLIP, WRAP UNDER PARAPET FLASHING EXISTING EFIS AND ASSOCIATED FRAMING TO REMAIN, PROTECT FROM DAMAGE DURING CONSTRUCTION — EXISTING FRAMING AND WALL TO REMAIN EXISTING STEEL ROOF DECK TO REMAIN SEE DEMO DETAILS FOR DIMENSIONS OF EX CONSTRUCTION 5 PARAPET - EAST WING 21013 / Parapet East SCALE: 0 3" 6" 1' METAL PARAPET F WITH CONT. CLIPS MEMBRANE FLASHING, WRAP OVER PARAPET COVERBOARD OVER— PARAPETFACE PERIMETER FASTENER BY MEMBRANE MFR 3/4" PLYWOOD — VB, CONT TO MEP ROOF ASSEMBLY SEE 1/A801 PLYWD I REMAIN SHAPED 2X BLOCKING OVER EX PARAPET — CONT.MEMBRANE FLASHING, WELD TO PARAPET FLASHING METAL FLASHING WITH CONT CLIP, WRAP UNDER PARAPET \ FLASHING `BLOCKING FROM 3/4" BEVELED CEDAR SIDING OVER EX FRAMING —ADD'L BLOCKING AS REQ'D EXISTING EFIS AND ASSOCIATED FRAMING TO REMAIN, PROTECT FROM DAMAGE DURING CONSTRUCTION — EXISTING FRAMING TO REMAIN SEE DEMO DETAILS FOR DIMENSIONS OF EX CONSTRUCTION 3 PARAPET - NORTH WING 21013 / Parapet North SCALE: 0 3" 6" 1' METAL PARAPET FLASHING WITH CONT. CLIPS MEMBRANE— FLASH, WRAP OVER PARAPET COVERBOARD— OVER PARAPET FACE VB, CONT TO MEN PERIM FASTENER BY MEMBRANE MFR ROOF ASSEMBLY, ISEE 2/A801 4X4 CONT BLOCKING - 2' PWD OVER 2X BLOCKING, HT VARIES EXISTING STEEL ROOF SHAPED 2X BLOCKING OVER EX PARAPET -CONT. MEMBRANE FLASHING, WELD TO PARAPET FLASHING — BLOCKING FROM 3/4" BEVELED CEDAR SIDING OVER EX FRAMING — METAL FLASHING WITH CONT CLIP, WRAP UNDER PARAPET FLASHING —EXISTING EFIS AND ASSOCIATED FRAMING TO REMAIN, PROTECT FROM DAMAGE DURING CONSTRUCTION 2 DECK TO REMAIN SEE DEMO DETAILS FOR EXISTING FRAMING AND DIMENSIONS OF WALL TO REMAIN EX CONSTRUCTION 6 PARAPET -1993 ADDITION 21013/A801-6 SCALE: 0 3" 6" 1' ❑❑❑ ❑❑❑ ❑❑❑ O❑❑ Jensen Yorba Wall Inc. 522 West 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 jensenyorbawall.com .....49 TH •'• ................. ....................... �;•, COREY A. WALL ,••ti 27,23 No: A 12674 p, '`OPRO![SSIOMVP J 0 � = Z =v W 0LU� °m � U zW J c/5W �W — wn LL I.I Y 5� O Y w O W a CONSTRUCTION DOCUMENTS 71 REVISIONS A A 0 SHEET TITLE EXTERIOR DETAILS DATE: MARCH 24, 2023 FILE. 21013 A801 METAL PARAPET SHAPED 2X BLOCKING FLASHING WITH CONT. OVER EX PARAPET CLIPS EXISTING EFIS AND ASSOCIATED RAMING TO REMAIN, PROTECT FROM DAMAGE DURING CONSTRUCTION EXISTING FRAMING TO REMAIN TOP OF FASCIA METAL FLASHING WITH CONTINUOUS CLIPS, MATCH DIMENSIONS OF EX FLASHING EXISTING EFIS AND-------_ ASSOCIATED FRAMING TO REMAIN, PROTECT FROM DAMAGE DURING CONSTRUCTION ROOF ASSEMBLY,— CONSTRUCTION VARIES, SEE PLANS AND SECTIONS —EXISTING EFIS AND ASSOCIATED FRAMING TO REMAIN, PROTECT FROM DAMAGE DURING CONSTRUCTION TOP OF FASCIA 7 FLASHI NG LL 0 iM VARIES 10'-0" - 12'-0", FV PARAPET ROOF DECK FLASHING BEYOND EXTERIOR ELEVATION, NTS EXISTING PARAPET, CONSTRUCTION VARIES 1 PARAPET - MECH ROOM 2 PARAPET - KINDERGARTEN 3 ROOF WALL - TALL FASCIA 21013 / Parapet Mech Room SCALE: 0 3" 6" 1' 21013 / Parapet Kinder SCALE: 0 6" 1' 2' 21013 / Roof Wall Tall Fascia SCALE: 0 6" 1' 2' SHAPED 2X BLOCKING OVER EX PARAPET METAL PARAPET FLASHING METAL PARAPET FLASHING ----SHAPED 2X BLOCKING OVER WITH CONT. CLIPS WITH CONT. CLIPS EX PARAPET COVERBOARD OVER SHAPED 2X BLOCKING OVER MEMBRANE FLASH, WRAP OVER PARAPET PARAPET FACE EX PARAPET COVERBOARD OVER COVERBOARD OVER COVERBOARD OVER OVERBOARD OVER PARAPET FACE PARAPET FACE PARAPET FACE PARAPET FACE MEMBRANE FLASHING, FURRING AS REQ'D WRAP OVER PARAPET -. -_ ............. WB, WRAP OVER FLASHING MEMBRANE FLASHING, ROOF ASSEMBLY, SEE 1/A801. — COVERBOARD OVER WRAP OVER PARAPET SEE 3/A801 FOR SIMILAR PWD FURRING AS REQ'D PARAPET FACE METAL WALL PANEL WITH CONDITIONS AND NOTE i CLOSURE STRIPS & FLASHINGS EX PARPAPET FRAMING TO _ ROOF ASSEMBLY, SEE 1/A801. MEMBRANE FLASHING, REMAIN ' "" "' "" ` ' ""' SEE 3/A801 FOR SIMILAR WRAP OVER PARAPET CONDITIONS AND NOTES ROOF ASSEMBLY, a a SEE 2/A801 EXISTING STEEL ROOF DECK TO REMAIN a a RIGID INSULATION ` AROUND EX FURRING EXISTING MASONRY EXISTING PWD ROOF WALL TO REMAIN WB, SHINGLE OVER MEMBRANE DECK TO REMAIN FLASHING a METAL WALL PANEL WITH 4 CLOSURE STRIPS &FLASHINGS ' EXISTING PWD ROOF -/o WB DECK TO REMAIN a MEMBRANE FLASHING, OVER q \ METAL WALL EX PWD & FURRING ROOF ASSEMBLY, SEE 1/A801. ROOF ASSEMBLY, SEE 1/A801. PANEL ROOF ASSEMBLY SEE 3/A801 FOR SIMILAR o SEE 3/A801 FOR SIMILAR SEE 2/A80 CONDITIONS AND NOTES o CONDITIONS AND NOTE METAL FLASHINGS a a 0 -. W/ 1" DRIP d WB a o a ° METAL _ _ -..., ... , WALL ISTING PWD ROOF �ECK EXISTING CONC WALLOF ° ° EXI PANEL EXISTING STEEL ROOF TO REMAIN TO REMAIN 1 DECK TO REMAIN DECK TO REMAIN ROOF ALL @ GYM ROOF ALL @ COMMONS ROOF ALL @ NORTH/K1NDER 4 5 6 71 21013 / Roof Wall Gym SCALE: 0 6" 1' 2' 210131 Roof Wall Commons SCALE: 0 6" 1' 2' 210131 Roof Wall Norlh Knder SCALE: 0 6" 1' 2' ❑❑❑ ❑❑❑ ❑❑❑ O❑© Jensen Yorba Wall Inc. 522 West 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 jensenyorbawall.com J O � = Z =v W �� W Y UJ oz Q a iw c/) W W az w Y o 0 LL Yw O W a CONSTRUCTION DOCUMENTS REVISIONS SHEET TITLE EXTERIOR DETAILS DATE. MARCH 24, 2023 FILE. 21013 A802 MEMBRANE FLASH,— WRAP OVER PARAPET COVERBOARD OVER - PARAPET FACE PERIM FASTENER BY MEMBRANE MFR 3/4" PLYWOOD — VB, CONT TO MEN ROOF ASSEMBLY, SEE 1/A801 EX PLYWD I TO REMAIN 1 A803 SIM I \ SHAPED 2X BLOCKING OVER EX PARAPET EX MASONRY PARAPET PWD FURRING AS I I ROOF ASSEMBL' REQ'D SEE 1/A801 -COVERBOARD OVER I 1 PARAPETFACE I 1 o a IM FASTENER BY MEMBRANE MFR -3/4" PLYWOOD CONT TO MEMB ROOF ASSEMBLY, SEE 1/A801 PLYWD DECK TO REMAIN EX PWD ROOF DECK TO REMAIN CONCRETE WALL TO REMAIN EX PWD ROOF DECK TO REMAIN EX FRAMED CHASE 6 A802 SIM - /i — - - - - - —- I I I I I EX FRAMED I I PARAPET I I I I I I I I I I I I I I I I I I \ PARAPET - NORTH WING INNER PARAPET - NORTH CHASE 1 2 21013 Parapet North Inner SCALE: 0 3" 6" 1' 21013 / Demo Parapet North Chase SCALE: 0 6" 1' 2' SHAPED 2X BLOCKING METAL PARAPET FLASHING OVER EX PARAPET AS REQ'D TO EXPANSION JOINT WITH CONT. CLIPS MATCH ADJACENT PARAPETS -' COVERBOARD AND CONT. MEMBRANE MEMBRANE FLASHING FLASHING, WELD TO OVER EX MEMBRANE AS PARAPET FLASHING PER MANUF DETAILS, SHAPED 2X BLOCKING WRAP OVER PARAPET OVER EX FRAMING , EXISTING PARAPET ROOF ASSEMBLY, FRAMING TO REMAIN SEE 2/A801 THIS PORTION COVERBOARD AND ROOF PARAPET NOT ATT "SIM" METAL COVERBOARD MEMBRANE OVER EX DETAIL FLASHING WITH OVER EX PWD MEMBRANE AS PER CONT CLIP, MANUF DETAILS WRAP UNDER MEMBRANE PARAPET FLASHING j FLASHING EXISTING EFIS AND ASSOCIATED FRAMING TO 4", FV REMAIN, PROTECT FROM DAMAGE DURING EX STEEL DECK TO REMAIN CONSTRUCTION ROOF ASSEMBLY, SEE 1/A801 EX 2X4 FRAMING TO REMAIN EXISTING EX ROOF TO REMAIN: FRAMING TO M ROOF MEMBRANE REMAIN PWD COVERBOARD 6" RIGID INSUL PWD SHEATHING WORK THIS DETAIL X PWD DECK TO REMAIN ALTERNATE 1 EX 2X4 FRAMING TO REMAIN 0 ROOF ASSEMBLY, SEE 2/A801 EX STEEL DECK TO REMAIN EX 2X6 BOTTOM PLATES TO REMAIN 4", FV I:411 1 &1[Q iqlR611km SHAPED 2X BLOCKING z PWD OVER 2X6 FRAMING @ 16" O.C. COVERBOARD MEMBRANE FLASHING BATT INSULATION ROOF ASSEMBLY, SEE 2/A801 EX STEEL DECK TO REMAIN EX 2X6 BOTTOM PLATES TO REMAIN EXPANSION JOINT - EAST WING J 21013 / Parapet East SCALE: 0 3" 6" 1' SEE 3/A801 FOR SIMILAR SEE 5/AD803 FOR SIMILAR CONDITIONS AND NOTES THIS CONDITIONS AND NOTES THIS SIDE OF EXPANSION JOINT SIDE OF EXPANSION JOINT EXPANSION JOINT SHAPED BLOCKING OVER — EXISTING FRAMING MEMBRANE FLASHING AND - COVERBOARD OVER EX PWD EXISTING PARAPET - FRAMING TO REMAIN :D BLOCKING OVER EXISTING FRAMING BASE BID: MEMBRANE FLASHING LAPPED OVER EX MEMBRANE 12" MIN. ALTERNATE 1: MEMBRANE FLASHING OVER EX. BASE BID: NO WORK. ALTERNATE 1: ROOF MEMBRANE OVER EX ROOF MEMBRANE 1998 ADDITION 4 DEMO - EXPANSION JOINT - KINDER 5 PARAPET 1998 ADDITION 6 EXPANSION JOINT -1998 ADDITION 21013 /Demo Parapet Kinder SCALE. 0 3" 6" 1' 21013 / Parapet 1998 SCALE: 0 3" 6- 1' 21013 / Expansion 1998 1 SCALE: 0 6- 1' 2' ❑❑❑ ❑❑❑ ❑❑❑ O❑❑ Jensen Yorba Wall Inc. 522 West 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 jensenyorbawall.com '(E• OF q<q �9 .:.4 91H ................. .. ..................... y: COREY A. WALL �'•, M-27,23 '%�f10. A 12634 P_�y� �UFESSIUIUV J O� _= Z ?v W O� OQ Um zWJ J W w Y 5ZIS O Y w O w a CONSTRUCTION DOCUMENTS REVISIONS SHEET TITLE EXTERIOR DETAILS DATE. MARCH 24, 2023 FILE. 21013 A803 DUCT OR EQUIPMENT, SEE MECH. — AND ELEC. NUMBER, LENGTH AND AND LOCATION OF SUPPORTS AS REQ'D BY EQUIPMENT. METAL COUNTER FLASHING SHAPED 2X BLOCKING 1/2" PWD EACH SIDE OVER 2X4 FRAMING @ 16" O.C., BATT INSUL. MEMBRANE FLASHING, WRAP OVER SUPPORT HEIGHT ABOVE ROOF AS SHOWN. 1 EQUIPMENT CURB 21013 / Curb SCALE: 0 3" 6" 1, DUCT OR EQUIPMENT, SEE MECH. AND ELEC. NUMBER, LENGTH AND SEALANT ALL AROUND, TYP. AND LOCATION OF SUPPORTS AS REQ'D BY EQUIPMENT. WATER CUTOFF MASTIC �ETAL COUNTERSEAL TO EQUIP / SHAPED 2X BLOCKING 1/2" PWD OVER 2X4 FRAMING @ 16" O.C., BATT INSUL. MEMBRANE FLASHING, WRAP OVER SUPPORT z I �R0ASSEMBLY, 1/A801 2/ T CONTRACTOR'S OPTION, A RE—INSULATED METAL CURB CAN E USED INSTEAD OF A FRAMED OOD CURB. CURB MUST BE RATED OR THE WEIGHT OF THE SUPPORTED EQUIPMENT AND PROVIDE HEIGHT ABOVE ROOF AS SHOWN. 2 PENETRATION CURB 21013 / Curb Penetration SCALE: 0 3" 6" 1' SEE PARAPET DETAILS DEMO NOTES: REMOVE EX METAL RETRO -FIT ROOF DRAIN INSERT FOR NOTES AND SCUPPER AND FLASHING, PROTECT CONDITIONS --`---- - - EX BLOCKING, SHEATHING AND SPRAY FOAM INSUL, DECK, SEE SECTION --- FINISHES TO REMAIN FILL ALL VOIDS PVC COVERED METAL _� p SHAPED BLOCKING SCUPPER BY ROOFING /SHAPED MANUFACTURER. ADHERED MATCH DIMENSIONS ° COVERBOARD OF EX, 4"H X 8"W, TYP. INSUL TO FORM SCUPPER TO BE INSUL TO FORM WATER-TIGHTLl SEALANT ALL (I¶II (IjI�I EXISTING ROOF AROUND I(�I I(�I MEMBRANE SCUPPER _ 111 IAI II I I II1111111 FLASHING OVER \ SCUPPER FLANGES AS PER MANUF. o a ° 1"HEMMED DRIP q FLANGE ALL SIDES OF 0 SCUPPER OVER EX EIFS 0 o EX BLOCKING 4 fl° TO REMAIN as p EX SCUPPER ° OPENING IN ltPARAPET ° EXISTING EFIS AND ASSOCIATED - - -A - -- fl c FRAMING TO TAPER INSUL AS REQ'D p oa REMAIN, PROTECT FOR FREE FLOW TO o FROM DAMAGE SCUPPER DURING CONSTRUCTION 4 SCUPPER 21013 1 Parapet North End SCALE: 0 3" VTR. SEE MECH. EXTEND 12" ABOVE ROOF, MIN. SEALANT ALL AROUND, TYP. PIPE FLASHING BOOT BY MEMBRANE MFR. VARIES, FIELD VERIFY WATER CUTOFF MASTIC BEHIND BOOT AT STRAP FILL AROUND PIPE WITH FOAM INSULATION, SEAL ANY GAPS 3 VTR 21013 / VTR SCALE: 0 3" 6" 1' ROOF MEMBRANE UNDER CLAMP RING AS PER MANUF RETRO -FIT ROOF ROOF MEMBRANE DRAIN INSERT UNDER CLAMP RING AS PER MANUF SPRAY FOAM INSUL, 1'-0" SUMP FILL ALL VOIDS SHAPED BLOCKING �(A111 ADHERED COVERBOARD UMP EXISTING ROOF JL EXISTING ROOF J L DECK, SEE SECTION BASE INSUL DECK, SEE SECTION BASE INSUL DRAWINGS FOR TYPE LAYER DRAWINGS FOR TYPELAYER /SHAPED EXISTING BLOCKING SHAPED COMPOSITE EXISTING BLOCKING COMPOSITE AND STRUCTURE INSUL TO FORM AND STRUCTURE INSUL TO FORM SUMP SUMP EXISTING ROOF EXISTING ROOF DRAIN BOWL AND NO SUMP AT OVERFLOW DRAIN BOWL AND NO SUMP AT OVERFLOW CLAMP TO REMAIN DRAIN, TYP. CLAMP TO REMAIN DRAIN, TYP. EXISTING ROOF EXISTING ROOF DRAIN LEADER DRAIN LEADER PIPE TO REMAIN PIPE TO REMAIN ROOF DRAIN @ SLOPED DECK ROOF DRAIN @ FLAT DECK 5 6 21013 / Roof Drain Sloped SCALE: 0 3" 6" 1' 21013 / Roof Drain Flat I SCALE: 0 3" 6" 1' ❑❑❑ ❑❑❑ ❑❑❑ O❑® Jensen Yorba Wall Inc. 522 West 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 jensenyorbawall.00m ,�� OF,•A(q� 4 1H 9 ........ ��/—....... ...........T�.......... COREY A. WALL ; ti �. Mar. 27,23 J O J �= Z =v W OLU� °m � U zW J c/5W �W — w:50 LL I.I Y 0 c O Y w O W w a CONSTRUCTION DOCUMENTS REVISIONS A A A SHEET TITLE EXTERIOR DETAILS DATE: MARCH 24, 2023 FILE: 21013 A804 PIPING LEGEND HVAC LEGEND FAN DATA MOTOR DATA ABBREVIATIONS I LOCATION SERVICE ----------------- DENOTES DEMOLITION 000 HUMIDISTAT/SENSOR/THERMOSTAT RPM TYPE ABV ADA ABOVE AMERICAN W/ DISABILITIES ACT GUIDELINES LAWB LIST LEAVING AIR WET BULB LEAVING GLYCOL TEMPERATURE xxx SEE ABBREVIATIONS FOR MEDIA SQ-24-07-0700—VG IN—LINE 18,500 10.75 3 940 AD ACCESS DOOR MAX MAXIMUM PIPE UP ® S/A, UP/DOWN TURNING VANES AFF AFG ABOVE FINISHED FLOOR ABOVE FINISHED GRADE MBH MCA THOUSAND BTUH MINIMUM CIRCUIT AMPACITY PIPE DOWN AHAP AS HIGH AS POSSIBLE MFGR MANUFACTURER TEE UP R/A, UP/DOWN AMPS APD AMPERES AIR PRESSURE DROP MIN MOD MINIMUM MOTOR OPERATED DAMPER TEE DOWN AVM FLEXIBLE DUCTWORK ARCH ARCHITECTURAL NC NOISE CRITERIA ] END CAP V V V V V V BOD BOTTOM OF DUCT N.C. NORMALLY CLOSED DIRECTION OF FLOW El E/A, UP/DOWN DDC CONTROL PANEL BTUH CFM BRITISH THERMAL UNIT/HOUR CUBIC FEET PER MINUTE N.O. NTS NORMALLY OPEN NOT TO SCALE CONT CONTINUED 0/A OUTSIDE AIR O BALL/ISOLATION VALVE dB DECIBELS OD—X OVERFLOW DRAIN DESIGNATOR M 2—WAY CONTROL VALVE — ROUND DUCT, UP/DOWN LOGIC LEGEND DEG EADB DEGREE ENTERING AIR DRY BULB PD PG PRESSURE DROP PROPYLENE GLYCOL EAT ENTERING AIR TEMPERATURE PH PHASE M 3—WAY CONTROL VALVE —r-7 POINT OF CONNECTION EAWB ESP ENTERING AIR WET BULB EXTERNAL STATIC PRESSURE PSI PSIG POUND PER SQUARE INCH POUNDS PER SQUARE INCH GAUGE IN—LINE VOLUME DAMPER EXH EXHAUST R/A RETURN AIR 1\ CHECK VALVE XX DETAIL NUMBER EXIST F EXISTING FAHRENHEIT RD—X RF—X ROOF DRAIN DESIGNATOR RELIEF/RETURN FAN DESIGNATOR BALANCE VALVE =Z7INSULATED DUCTWORK SHEET LOCATION FD FLA FIRE DAMPER FULL LOAD AMPS S/A SD SUPPLY AIR SMOKE DAMPER STRAINER W/ VALVED BLOWDOWN X SECTION NUMBER FSD FIRE SMOKE DAMPER SP STATIC PRESSURE FT FEET T/A TRANSFER AIR >Ti SHEET LOCATION GAL GALLONS TEMP TEMPERATURE GAS SHUT—OFF VALVE DUCT SIZE DIRECTION OF VIEW GPM GALLONS PER MINUTE TOD TOP OF DUCT FLEXIBLE PIPING (12/24) (SIDE SHOWN/SIDE NOT SHOWN) SHEET NOTE HD IBC HEAD INTERNATIONAL BUILDING CODE TSP TTL TOTAL STATIC PRESSURE TOTAL RELIEF VALVE FD FSD � g"� CONNECTION SIZE IFGC IMC INTERNATIONAL FUEL GAS CODE INTERNATIONAL MECHANICAL CODE TYP UPC TYPICAL UNIFORM PLUMBING CODE Y FIRE DAMPER / X CFM CFM IN INCHES W/ WITH IM (IDFLOOR DRAIN f:�:::7 FIRE SMOKE DAMPER DIFFUSER OR GRILLE TYPE LADB LEAVING AR DRY BULB W 0 WITHOUT LAT I LEAVNG AIR TEMPERATURE WC WATER COLUMN EXHAUST FAN SCHEDULE FAN DATA MOTOR DATA SYMBOL I LOCATION SERVICE MFGR MODEL TYPE CFM I ESP (IN. W.C.) HP RPM TYPE V/PH/HZ REMARKS RF -1 IROOF SF -1 RELIEF/RETURN IGREENHECK SQ-24-07-0700—VG IN—LINE 18,500 10.75 3 940 DIRECT 208/3/60 SALT SPRAY COATING, ECM MOTOR WITH MOTOR MOUNTED SPEED CONTROLLER FOR BALANCING, NEMA -3R DISCONNECT. FIELD FABRICATED INSULATED ROOF CURB, COORDINATE WITH ARCH NEW ROOF 24" M❑ SURFACE , ROOF CURB MOUNTED EQUIPMENT/HOOD (E) COUNTER FLASHING FLASHING PER ROOFING MFGR CANT STRIP EXISTING DUCTWORK, CONTRACTOR TO VERIFY SIZE AND EXTEND/REINSULATE WHERE NECESSARY ROOF -MOUNTED EQUIPMENT CURB DETAIL NTS NEW ROOF SURFACE EXTEND VTR AND INSULATION (WHERE APPLICABLE) AS NECESSARY VENT THROUGH ROOF, SEE PLANS FOR SIZE AND LOCATION FLASH & COUNTER FLASH WEATHERTIGHT PER ARCH FASTEN CONNECTION W/ DRAWBAND CLAMPS NEW ROOF MEMBRANE I MIN 12, VENT THROUGH ROOF DETAIL L NTS ❑ ❑ ❑ Jensen Yorba Wall Inc. 522 West 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 jensenyorbawall.com 1-1 RSA Mechanical and Electrical Consulting Engineers 670 West Fireweed Lane, Suite 200 Anchormge,AK 99503 (907)276-0521 Coryorate No.: AECC542 2FvA�9�l TH Y ... 4.9 .............:m...... .��..�.d- ...� 'NIL&& R, EAIINLA— (k / ME -135263 a("i " s Oki, J O 0= Z 0 t) W O� 2 www V ozQQ j Lu LU 55W W aZ0 LL 1 Ow 0 1W 0 H w W Lf CL REVISIONS SHEET TITLE LEGEND AND ABBREVIATIONS DATE. MARCH 24, 2023 FILE. M2030.00 MON — - - - - - - - - - - - - - - - - - - - - - - - - — t t ROOF DEMOLITION PLAN - OVERALL 1/16" = V-0" ---G ---0 — `J ---G I I I I I I r-� I I I I I I I 1 I -—————————— —————————— — — — — — — — — — — io WPM W Jensen Yorba Wall Inc. 522 West 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 jense nyorbawall.com RSA Mechanical and Electrical Consulting Engineers 670 West Fireweed Lane, Suite 200 Anchorage, AK 99503 (907)276-0521 Corporate No.: AECC542 TH �... Y ... 4.9 ..................... � . �..�.d- ..� 'NILNJO R, BAIIMWRREk (k / ME/135263 J 0 � = Z L) W O LV Y V J ozQQ iw a a cn -1 W az Y 0 LL Ow O 1w O W a REVISIONS A SHEET TITLE ROOF DEMOLITION - OVERALL DATE. MARCH 24, 2023 FILE. M2030.00 M101 KEYPLAN GENERAL NOTES: A. THE INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM AS BUILT DRAWINGS AND A NON—DESTRUCTIVE WALK THROUGH OF THE FACILITY. THERE IS NO WARRANTY OR GUARANTEE AS TO THE ACCURACY OF THE INFORMATION SHOWN HERE—IN. THE CONTRACTOR SHALL FIELD VERIFY ALL ITEMS NOTED FOR DEMOLITION PRIOR TO START OF WORK. B. DEMOLISH ALL ROOF DRAINS TO EXTENT NECESSARY TO INSTALL NEW RETROFIT ROOF DRAINS. C. ALL VTR'S ARE TO REMAIN AND HAVE THEIR PIPING EXTENDED TO ACCOMMODATE NEW ROOF ASSEMBLY. D. CONTRACTOR TO COORDINATE EQUIPMENT SHUTDOWN AND REMOVAL W/ OWNER'S REPRESENTATIVE. SHEET NOTES: 1. VTR TO REMAIN. CONTRACTOR TO FIELD VERIFY PIPE SIZE FOR REMODEL WORK. 2. REMOVE AND SALVAGE EXHAUST FAN, DEMOLISH CURB. CONTRACTOR TO FIELD VERIFY CURB SIZE FOR REMODEL WORK. 3. DEMOLISH VERTICAL 37/18 R/A DUCT TO EXTENT NECESSARY TO ACCOMMODATE NEW ROOF ASSEMBLY. 4. DEMOLISH VERTICAL 44/18 R/A DUCT TO EXTENT NECESSARY TO ACCOMMODATE NEW ROOF ASSEMBLY. ROOF DEMOLITION PLAN - NORTH 1/8" = V -O" ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ Jensen Yorba Wall Inc. 522 West 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 lensenyorbawall.com RSA Mechanical and Electrical Consulting Engineers 670 West Fireweed Lane, Suite 200 Anchorage, AK 99503 (907)276-0521 Coryorate No.: AECC542 OF '� F A/9�1 THx.4.9.............:m..Y*. 'NIL&& R, EAIIMLA— (k / ME -135263 a("i O _= Z 0 c) W O> www V ozQQ jLu J LU (� W W a Z �1 O ILL 0 LL0 �e w 0 W CL REVISIONS SHEET TITLE ROOF DEMOLITION - NORTH DATE. MARCH 24, 2023 FILE. M2030.00 M102 I I I I I 0��1 I I � ]� I �^ O�1 I I ROOF DRAIN (TYP) \ %`�'� i L_ -----I 1— - --- ------------------------ ------ -----------------------------------------------1%\�---------e--TT— --<"------->--------- ❑ I ! V -- '��, oa I I i I I I I I i I I l I ROOF DEMOLITION PLAN - NORTH 1/8" = V -O" ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ Jensen Yorba Wall Inc. 522 West 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 lensenyorbawall.com RSA Mechanical and Electrical Consulting Engineers 670 West Fireweed Lane, Suite 200 Anchorage, AK 99503 (907)276-0521 Coryorate No.: AECC542 OF '� F A/9�1 THx.4.9.............:m..Y*. 'NIL&& R, EAIIMLA— (k / ME -135263 a("i O _= Z 0 c) W O> www V ozQQ jLu J LU (� W W a Z �1 O ILL 0 LL0 �e w 0 W CL REVISIONS SHEET TITLE ROOF DEMOLITION - NORTH DATE. MARCH 24, 2023 FILE. M2030.00 M102 ROOF DEMOLITION PLAN - WEST 1/8" = 1'-0" I 1� GENERAL NOTES: A. THEINFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM AS BUILT 1. DRAWINGS AND A NON-DESTRUCTIVE WALK THROUGH OF THE FACILITY. THERE IS NO WARRANTY OR GUARANTEE AS TO THE ACCURACY OF REMODEL WORK. THE INFORMATION SHOWN HERE -IN. THE CONTRACTOR SHALL FIELD G VERIFY ALL ITEMS NOTED FOR DEMOLITION PRIOR TO START OF WORK. B. DEMOLISH ALL ROOF DRAINS TO EXTENT NECESSARY TO INSTALL NEW REMOVE AND SALVAGE ROOF HOOD, DEMOLISH CURB. CONTRACTOR TO RETROFIT ROOF DRAINS. C. ALL VFR'S ARE TO REMAIN AND HAVE THEIR PIPING EXTENDED TO ACCOMMODATE NEW ROOF ASSEMBLY. D. CONTRACTOR TO COORDINATE EQUIPMENT SHUTDOWN AND REMOVAL W/ OWNER'S REPRESENTATIVE. KEYPLAN ORK ❑❑❑ ❑❑❑ Jensen Yorba Wall Inc. 522 West 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 jensenyorbawall.com RSA Mechanical and Electrical Consulting Engineers 670 Wes[ Final Lane, SO. 200 Anchorage. AK 99503 (907)276-0521 Corporate No.: AECC542 %t1 OF q/91t ... MILNID R, BAMKARilER (k / ME -135263 0 _= Z �v W O� LU m�VQ zWJ j a LU U)W W azwY 0 LL ow O Yw O L W a REVISIONS ❑ ' SHEET TITLE ROOF DEMOLITION - WEST DATE: MARCH 24, 2023 FILE: M2030.00 M103 SHEET NOTES: H 1. VTR TO REMAIN. CONTRACTOR TO FIELD VERIFY PIPE SIZE FOR REMODEL WORK. 2. REMOVE AND SALVAGE VENT CAP. VENT PENETRATION TO REMAIN. 3. REMOVE AND SALVAGE ROOF HOOD, DEMOLISH CURB. CONTRACTOR TO FIELD VERIFY CURB SIZE FOR REMODEL WORK. 4. REMOVE AND SALVAGE EXHAUST FAN, DEMOLISH CURB. CONTRACTOR TO FIELD VERIFY CURB SIZE FOR REMODEL WORK. 5. DEMOLISH ABANDONED CURB. 6. REMOVE AND SALVAGE 20/20 GOOSENECK. 7. DEMOLISH R/A AND O/A DUCTWORK AND ASSOCIATED APPURTENANCES ABOVE ROOF IN ITS ENTIRETY. B. DEMOLISH RELIEF/RETURN AIR FAN. I 9. DEMOLISH VERTICAL 48/36 0/A DUCT TO EXTENT NECESSARY TO ACCOMMODATE NEW ROOF ASSEMBLY. KEYPLAN ORK ❑❑❑ ❑❑❑ Jensen Yorba Wall Inc. 522 West 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 jensenyorbawall.com RSA Mechanical and Electrical Consulting Engineers 670 Wes[ Final Lane, SO. 200 Anchorage. AK 99503 (907)276-0521 Corporate No.: AECC542 %t1 OF q/91t ... MILNID R, BAMKARilER (k / ME -135263 0 _= Z �v W O� LU m�VQ zWJ j a LU U)W W azwY 0 LL ow O Yw O L W a REVISIONS ❑ ' SHEET TITLE ROOF DEMOLITION - WEST DATE: MARCH 24, 2023 FILE: M2030.00 M103 Q Q Q Q Q Q Q I I I I I I I ROOF[ `�� GENERAL NOTES: A. THEINFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM AS BUILT DRAWINGS AND A NON-DESTRUCTIVE WALK THROUGH OF THE FACILITY. THERE IS NO WARRANTY OR GUARANTEE AS TO THE ACCURACY OF THE INFORMATION SHOWN HERE -IN. THE CONTRACTOR SHALL FIELD VERIFY ALL ITEMS NOTED FOR DEMOLITION PRIOR TO START OF WORK. B. DEMOLISH ALL ROOF DRAINS TO EXTENT NECESSARY TO ACCOMMODATE NEW RETROFIT ROOF DRAINS. C. ALL VTR'S ARE TO REMAIN AND HAVE THEIR PIPING EXTENDED TO ACCOMMODATE NEW ROOF ASSEMBLY. D. CONTRACTOR TO COORDINATE EQUIPMENT SHUTDOWN AND REMOVAL W/ OWNER'S REPRESENTATIVE. SHEET NOTES: 1. VTR TO REMAIN. CONTRACTOR TO FIELD VERIFY PIPE SIZE FOR REMODEL WORK. 2. DEMOLISH ABANDONED CURB. 3. REMOVE AND SALVAGE EXHAUST FAN, DEMOLISH CURB. CONTRACTOR TO FIELD VERIFY CURB SIZE FOR REMODEL WORK. 4. REMOVE AND SALVAGE 48/24 DUCT AND DISCHARGE HOOD. 5. REMOVE AND SALVAGE ROOF HOOD, DEMOLISH CURB. CONTRACTOR TO FIELD VERIFY CURB SIZE FOR REMODEL WORK. KEYPLAN ❑ ❑ ❑ ❑ ❑ ❑ Jensen Yorba Wall Inc. 522 West 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 jensenyorbawall.com RSA Mechanical and Electrical Consulting Engineers 670 We Fireweed Lane, SW200 Anchorage, AK 99503 (907)276-0521 C M,o No.: AECC542 OF TH Y ................ ..................... . ....................... 'NILNJO R, EAIIMWRRE. (k / ME -135263/ "Oki, J O �= Z �v W O� www V ozQQ jLu J LU 5)W W a Z �ld 0 LL Ow 0 1W 0 H w W CL REVISIONS SHEET TITLE ROOF DEMOLITION - EAST DATE. MARCH 24, 2023 FILE. M2030.00 M104 t— - - - - - - - - - - - - - - - - - - - - - - - - — ROOF REMODEL PLAN - OVERALL 1/16" = 1'-0" ---G ----G) ----a I I I I I I I I I I I I 1 I -—————————— ————————— — — — — — — — — — io MO Jensen Yorba Wall Inc. 522 West 10th Street Juneau, Alaska 99801 .1 907.586070 AECC137 jensenyorbawalLcom RSA Mechanical and Electrical Consulting Engineers 670 west Fireweed Lane, Sone 200 A-h—ge, AK 99503 (907)2760521 Corporate No.: AECC542 O F A 111 ,' TH -9 ....................................... � 0 0��........d..... °NIUWD R, BAUKARTWR fy / ME -135263 J 0 � = Z �v W 0 �� w v ozQQ iw a a US -1 W awY z o0 LL Yw O W a REVISIONS A ' A ' SHEET TITLE ROOF REMODEL - OVERALL DATE. MARCH 24, 2023 FILE: M2030.00 M201 KEYPLAN GENERAL NOTES: A. THE INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM AS BUILT DRAWINGS AND A NON-DESTRUCTIVE WALK THROUGH OF THE FACILITY. THERE IS NO WARRANTY OR GUARANTEE AS TO THE ACCURACY OF THE INFORMATION SHOWN HERE -IN. B. CONTRACTOR TO COORDINATE EQUIPMENT SHUTDOWN AND REMOVAL W/ OWNER'S REPRESENTATIVE. C. CONTRACTOR TO PROVIDE NEW MECHANICAL EQUIPMENT LABELS FOR ALL EQUIPMENT. COORDINATE WITH OWNER FOR NAMING OF EQUIPMENT. D. RE -CONNECT AND RE -INSTALL ALL SALVAGED MECHANICAL EQUIPMENT. INSTALL NEW MECHANICAL EQUIPMENT. EXTEND DUCTWORK, INSULATED, AND NEW CURBS AS NECESSARY TO MAINTAIN 24" MIN CLEARANCE FROM BOTTOM OF EQUIPMENT BASE TO TOP OF NEW ROOF SURFACE. FOR TYPICAL ROOF MOUNTED EQUIPMENT CURB DETAIL, SEE - M001 E. EXTENT VTR PIPING AS NECESSARY TO EXTEND VTR 12" ABOVE NEW ROOF SURFACE. FOR TYPICAL VTR DETAIL, SEE -❑ M001 F. FOR ROOF DRAIN AND OVERFLOW DRAIN DETAILS, SEE ARCHITECTURAL. SHEET NOTES: 1. EXTEND VTR PIPING, MIN 12" ABOVE ROOF SURFACE. 2. RE -INSTALL SALVAGED EXHAUST FAN. 3. CONNECT 37/18 R/A DUCT ON ROOF DOWN TO EXISTING 37/18 R/A DUCT INTERIOR TO BUILDING. 4. CONNECT 44/18 R/A DUCT ON ROOF DOWN TO EXISTING 44/18 R/A DUCT INTERIOR TO BUILDING. ROOF REMODEL PLAN - NORTH 1/8" = V-0" DA ❑❑❑ ❑❑❑ Jensen Yorba Wall Inc. 522 West 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 jensenyorbawalLcom RSA Mechanical and Electrical Consulting Engineers 670 west Fireweed Lane, Solt¢ 200 A-h—ge, AK 99503 (907)2760521 Coiporale No.: AECC542 � O F A 111 .............qs��I TH 9I MILPUD R, BAIIMGARilER fy / ME -135263 � J 0 � = Z L) L LI 0 �� w m�Va zW J a 55J W Q Y aLLJ � z Q 0LL Yw O W a REVISIONS ❑ ' ❑ ' SHEET TITLE ROOF REMODEL - NORTH DATE. MARCH 24, 2023 FILE: M2030.00 M202 LZ ---------------------------- ROOF DRAIN, SEE ARCHITECTURAL FOR DESIGNATION, SCHEDULE, AND 3 INSTALLATION DETAILS (TYR) ------------------- --------------------4 -------------------------------------------------------- ------------- 3 -------------------- ® ----------------------------------------- 4 • F 00 ROOF REMODEL PLAN - NORTH 1/8" = V-0" DA ❑❑❑ ❑❑❑ Jensen Yorba Wall Inc. 522 West 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 jensenyorbawalLcom RSA Mechanical and Electrical Consulting Engineers 670 west Fireweed Lane, Solt¢ 200 A-h—ge, AK 99503 (907)2760521 Coiporale No.: AECC542 � O F A 111 .............qs��I TH 9I MILPUD R, BAIIMGARilER fy / ME -135263 � J 0 � = Z L) L LI 0 �� w m�Va zW J a 55J W Q Y aLLJ � z Q 0LL Yw O W a REVISIONS ❑ ' ❑ ' SHEET TITLE ROOF REMODEL - NORTH DATE. MARCH 24, 2023 FILE: M2030.00 M202 ROOF REMODEL PLAN - WEST 1/8" = 1'_0" GENERAL NOTES: A. THE INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM AS BUILT DRAWINGS AND A NON—DESTRUCTIVE WALK THROUGH OF THE FACILITY. THERE IS NO WARRANTY OR GUARANTEE AS TO THE ACCURACY OF THE INFORMATION SHOWN HERE—IN. G B. CONTRACTOR TO COORDINATE EQUIPMENT SHUTDOWN AND REMOVAL W/ OWNER'S REPRESENTATIVE. C. CONTRACTOR TO PROVIDE NEW MECHANICAL EQUIPMENT LABELS FOR ALL EQUIPMENT. COORDINATE WITH OWNER FOR NAMING OF EQUIPMENT. D. RE—CONNECT AND RE—INSTALL ALL SALVAGED MECHANICAL EQUIPMENT. INSTALL NEW MECHANICAL EQUIPMENT. EXTEND DUCTWORK, INSULATED, AND NEW CURBS AS NECESSARY TO MAINTAIN 24" MIN CLEARANCE FROM BOTTOM OF EQUIPMENT BASE TO TOP OF NEW ROOF SURFACE. SHEET NOTES: FOR TYPICAL ROOF MOUNTED EQUIPMENT CURB DETAIL, SEE —� M001 EXTEND VTR PIPING, MIN 12" ABOVE ROOF SURFACE. E. EXTENT VTR PIPING AS NECESSARY TO EXTEND VTR 12" ABOVE NEW ROOF SURFACE. FOR TYPICAL VTR DETAIL, SEE — M001 ❑ 2. F. FOR ROOF DRAIN AND OVERFLOW DRAIN DETAILS, SEE ARCHITECTURAL. SHEET NOTES: KEYPLAN ORK ❑❑❑ ❑❑❑ Jensen Yorba Wall Inc. 522 West 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 jensenyorbawall.com RSA Mechanical and Electrical Consulting Engineers 670 West Fireweed Lane, Suite 200 Anchorage, AK 99503 (907)276-0521 Coryorate No.: AECC542 0F / xK:4TH .:.. ..:..9...........m..*...� i^`e ...� 'NILNJO R, BAlIN6ARitEk (k / ME -135263 I�111j,�s 0 0= Z 0 t) W 0� w� V ozQQ JW a Q 5)W W aZ0 LL �1 0w 0 1W 0 H w W CL REVISIONS SHEET TITLE ROOF REMODEL - WEST DATE. MARCH 24, 2023 FILE. M2030.00 M203 1. EXTEND VTR PIPING, MIN 12" ABOVE ROOF SURFACE. 2. RE—INSTALL SALVAGED VENT CAP, EXTEND TO MIN 12" ABOVE ROOF SURFACE. 3. RE—INSTALL SALVAGED ROOF HOOD. 4. RE—INSTALL SALVAGED EXHAUST FAN. 5. RE—INSTALL SALVAGED 20/20 GOOSENECK. PROVIDE DUCTWORK TO EXTEND GOOSENECK TO MIN. 24" ABOVE ROOF SURFACE FROM BOTTOM OF INTAKE. 6. 48/36 GOOSENECK INTAKE. TERMINATE W/ BUG SCREEN. 7. CONNECT 48/36 0/A INTAKE DUCT TO EXISTING 48/36 DUCT DOWN TO SF -1(E). 8. 48/36 RELIEF HOOD AND 48/36 MOD. / T 1 9. PROVIDE SUPPORT FOR RF -1 IN ACCORDANCE WITH MFGR RECOMMENDATIONS. KEYPLAN ORK ❑❑❑ ❑❑❑ Jensen Yorba Wall Inc. 522 West 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 jensenyorbawall.com RSA Mechanical and Electrical Consulting Engineers 670 West Fireweed Lane, Suite 200 Anchorage, AK 99503 (907)276-0521 Coryorate No.: AECC542 0F / xK:4TH .:.. ..:..9...........m..*...� i^`e ...� 'NILNJO R, BAlIN6ARitEk (k / ME -135263 I�111j,�s 0 0= Z 0 t) W 0� w� V ozQQ JW a Q 5)W W aZ0 LL �1 0w 0 1W 0 H w W CL REVISIONS SHEET TITLE ROOF REMODEL - WEST DATE. MARCH 24, 2023 FILE. M2030.00 M203 Q Q Q Q Q Q Q I I I I I I I D1ROOFF 1/8„ = 1,_0„ GENERAL NOTES: A. THEINFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM AS BUILT DRAWINGS AND A NON-DESTRUCTIVE WALK THROUGH OF THE FACILITY. THERE IS NO WARRANTY OR GUARANTEE AS TO THE ACCURACY OF THE INFORMATION SHOWN HERE -IN. B. CONTRACTOR TO COORDINATE EQUIPMENT SHUTDOWN AND REMOVAL W/ OWNER'S REPRESENTATIVE. C. CONTRACTOR TO PROVIDE NEW MECHANICAL EQUIPMENT LABELS FOR ALL EQUIPMENT. COORDINATE WITH OWNER FOR NAMING OF EQUIPMENT. D. RE -CONNECT AND RE -INSTALL ALL SALVAGED MECHANICAL EQUIPMENT. INSTALL NEW MECHANICAL EQUIPMENT. EXTEND DUCTWORK, INSULATED, AND NEW CURBS AS NECESSARY TO MAINTAIN 24" MIN CLEARANCE FROM BOTTOM OF EQUIPMENT BASE TO TOP OF NEW ROOF SURFACE. FOR TYPICAL ROOF MOUNTED EQUIPMENT CURB DETAIL, SEE -❑ M001 E. EXTENT VTR PIPING AS NECESSARY TO EXTEND VTR 12" ABOVE NEW ROOF SURFACE. FOR TYPICAL VTR DETAIL, SEE - M001 F. FOR ROOF DRAIN AND OVERFLOW DRAIN DETAILS, SEE ARCHITECTURAL. SHEET NOTES: 1. EXTEND VTR PIPING, MIN 12" ABOVE ROOF SURFACE. 2. RE -INSTALL SALVAGED EXHAUST FAN. 3. RE -INSTALL SALVAGED 48/24 DUCT AND DISCHARGE HOOD. 4. RE -INSTALL SALVAGED ROOF HOOD. KEYPLAN ❑ ❑ ❑ OFT -1 Jensen Yorba Wall Inc. 522 West 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 jensenyorbawall.com RSA Mechanical and Electrical Consulting Engineers 670 Wes[ Final Lane, SO. 200 Anchorage. AK 99503 (907)276-0521 Corporate No.: AECC542 %to H ... MILNJD R, BAMNGARTARilER (k / J 0 _= Z �v W O� W m�VQ zWJ a a. j LU U)W w azwY 0 LL ow O Yw O L W a REVISIONS ❑ ' SHEET TITLE ROOF REMODEL - EAST DATE: MARCH 24, 2023 FILE: M2030.00 M204 GENERAL NOTES: A. THE INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM RECORD DRAWINGS AND A NON-DESTRUCTIVE WALK THROUGH OF THE FACILITY. THERE IS NO WARRANTY OR GUARANTEE AS TO THE ACCURACY OF THE INFORMATION SHOWN HERE -IN. THE CONTRACTOR SHALL FIELD VERIFY ALL ITEMS SCHEDULED FOR DEMOLITION PRIOR TO START OF WORK. B. THE OWNER SHALL HAVE FIRST RIGHT OF REFUSAL ON ALL SALVAGEABLE MATERIALS. THE CONTRACTOR SHALL DELIVER SALVAGED MATERIALS TO A WAREHOUSE AS DIRECTED BY THE OWNER. THE CONTRACTOR SHALL DISPOSE OF, OFF SITE, ALL UNWANTED MATERIALS. C. DASHED OR DOTTED LINES INDICATE ITEMS TO BE REMOVED. SOLID LINES INDICATE EXISTING ITEMS TO REMAIN. SHEET NOTES: 1. DISCONNECT EXHAUST FAN, CONDUIT, AND WIRING AND SALVAGE FOR REUSE. 2. DISCONNECT AND TEMPORARILY REMOVE SEISMIC MONITORING DEVICE AND ASSOCIATED TELECOM CABLE. SALVAGE ALL ITEMS FOR REUSE. SEE 2/E001 3. DISCONNECT AND TEMPORARILY REMOVE RECEPTACLE, PHOTOCELL, CONDUIT, AND WIRING AND SALVAGE FORE REUSE. SEE 3/E001. 4. DISCONNECT AND TEMPORARILY REMOVE ANTENNA, ANEMOMETER, AND ASSOCIATED CABLES AND SALVAGE FOR REUSE. SEE 4/E001. 5. DISCONNECT 3HP, 208V, 30 RELIEF FAN AND SALVAGE CONDUIT AND WIRING FOR REUSE. SEISMIC MONITORING DEVICE L NO SCALE PHOTOCELL/RECEPTACLE 3 NO SCALE ANTENNA AND ANEMOMETER 4 NO SCALE 1-11-11-1 ❑❑❑ ®❑❑ Jensen Yorba Wall Inc 522 West 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 jensenyorbawall.com RSA Mechanical and Electrical Consulting Engineers 670 We Fireweed Lane, sone 200 Anchoro9e, AK 99503 (907)2]F0521 Corporate No.: AECC542 11 =J OF q� ,�� ""• 'CAVI BLUBAU rf EE' 13693�— I111 J 0 _ Z = C! W 0 LU Z W J a in _j LU Y W:50 LL oCl) O Yw O L W a REVISIONS ❑ ' SHEET TITLE ELECTRICAL LEGEND AND DEMOLITION PLAN DATE: MARCH 24, 2023 FILE: M2030.00 E001 GENERAL NOTES: A. ALL ITEMS ARE SALVAGED AND REINSTALLED IN THE SAME LOCATION, UNLESS OTHERWISE NOTED. PROVIDE EXTENSION OF EXISTING CONDUIT AND WIRING AS REQUIRED TO ACCOMMODATE FINAL INSTALLATION. B. ALL MATERIALS SHALL BE SUITABLE FOR WET LOCATIONS. PROVIDE WEATHERPROOF SEALANT ON ALL CONDUIT PENETRATIONS THROUGH ROOF. SHEET NOTES: RECONNECT SALVAGED CONDUIT AND WIRE TO SALVAGED EXHAUST FAN. 2. REINSTALL SALVAGED SEISMIC MONITORING DEVICE AND ASSOCIATED TELECOM CABLE. 3. REINSTALLED SALVAGED RECEPTACLE, PHOTOCELL, CONDUIT, AND WIRING. 4. REINSTALL ANTENNA, ANEMOMETER, AND ASSOCIATED CABLES SALVAGED FOR REUSE. 5. EXTEND AND RECONNECT SALVAGED CONDUIT AND WIRE TO NEW RELIEF FAN. DISCONNECT PROVIDED BY MANUFACTURER, COORDINATE WITH MECHANICAL. ❑ ❑ Jensen York❑ Well Inc. 522 West 10th Street Juneau, Alaska 99801 907.586.1070 AECC137 jensenyorbawall.com RSA Mechanical and Electrical Consulting Engineers 670 West Fir --J Lane, Suite 200 An.".ge. AK 99503 (907)276-0521 C.rpo . W AEMW r ..:4 .. 010 ^AAVI ••°K. BLUBAU• 1 JY= �OP. ,�, EE -13893 ' °°•..3/24/2: J O �= Z =v W O LV Y UJ azQQ -jw a a �W W Qz � oy LL � w 0 LU CL REVISIONS SHEET TITLE ELECTRICAL REMODEL PLAN DATE: MARCH 24, 2023 FILE: M2030.00 E002 Kodiak Island Borough School District PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT March 24, 2023 Kodiak Island Jensen ❑❑❑ Yorba ❑❑❑ Wall ❑❑❑ Inc. 0❑❑ 710 Mill Bay Road 522 W 101h Street Kodiak, AK 99615 Juneau, AK 99801 (907) 486-9300 (907) 586-1070 TABLE OF CONTENTS DIVISION 0 — BIDDING REQUIREMENTS AND CONTRACT FORMS 000000 REGISTRATION FORM 000010 PROJECT TITLE PAGE 001000 INVITATION TO BID 002000 INSTRUCTIONS TO BIDDERS COVER 00 2000a INSTRUCTIONS TO BIDDERS 02 2000b SUBCONTRACTOR REPORT 003000 INFORMATION AVAILABLE TO BIDDERS 004000 INFORMATION REQUIRED AT TIME OF BID 004100 ACKNOWLEDGEMENT OF ADDENDA AND CONTRACTOR QUALIFICATIONS 004150 NON -COLLUSION AFFIDAVIT 004200 BID PROPOSAL 004100 BID MODIFICATION 004250 BID BOND 005000 CONSTRUCTION CONTRACT COVER 005100 CONSTRUCTION CONTRACT 006000 PERFORMANCE AND PAYMENT BONDS COVER 006100 PERFORMANCE AND PAYMENT BONDS 007000 GENERAL CONDITIONS COVER 007100 GENERAL CONDITIONS CONTRACT 008000 SUPPLEMENTARY GENERAL CONDITIONS 009000 DOCUMENTS REQUIRED AT CLOSEOUT DIVISION 1— GENERAL REQUIREMENTS 011000 SUMMARY 012300 ALTERNATES 012500 CONTRACT MODIFICATION PROCEDURES 012900 PAYMENT PROCEDURES 013100 PROJECT MANAGEMENT AND COORDINATION 013300 SUBMITTAL PROCEDURES 015000 TEMPORARY FACILITIES AND CONTROLS 016000 PRODUCT REQUIREMENTS 017300 EXECUTION REQUIREMENTS 017700 CLOSEOUT PROCEDURES 017810 PRODUCT RECORD DOCUMENTS DIVISION 2 — EXISTING CONDITIONS 024119 SELECTIVE DEMOLITION KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT TABLE OF CONTENTS 0-1 DIVISION 6 - WOOD, PLASTICS, AND COMPOSITES 061053 MISCELLANEOUS ROUGH CARPENTRY DIVISION 7 - THERMAL AND MOISTURE PROTECTION 070150 PREPARATION FOR RE -ROOFING 074213 FORMED METAL WALL PANELS 075419 POLYVINYL CHLORIDE (PVC) ROOFING 076200 SHEET METAL FLASHING AND TRIM 077100 ROOF SPECIALTIES 079500 EXPANSION CONTROL DIVISION 22 - PLUMBING 22 05 00 COMMON WORK RESULTS FOR PLUMBING 22 07 00 PLUMBING INSULATION 22 10 00 PLUMBING PIPING DIVISION 23 - HVAC 22 0S 00 COMMON WORK RESULTS FOR HVAC 23 0S 05 SELECTIVE DEMOLITION FOR HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) 23 0S 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC 23 07 00 HVAC INSULATION 23 31 00 HVAC DUCTS AND CASINGS 23 33 00 AIR DUCT ACCESSORIES 23 34 00 HVAC FANS DIVISION 26 - ELECTRICAL 26 0S 00 COMMON WORK RESULTS FOR ELECTRICAL 26 05 05 SELECTIVE DEMOLITION FOR ELECTRICAL 26 05 19 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 26 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS 26 05 83 WIRING CONNECTIONS END OF TABLE OF CONTENTS KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT TABLE OF CONTENTS 0-2 IRADr)PTAAIT SECTION 00 0000 - BIDDER REGISTRATION FORM In order to receive addenda and any other information which may impact the bid time or quantities, bidder shall fill out the contact information below and return to the Kodiak Island Borough. ONLY REGISTERED BIDDERS WILL RECEIVE NOTIFICATIONS. Bidder's Contact Information Name of Company: Contact Name: Address: Phone Number: Fax Number: Email: Return this form via fax, email, regular mail, or hand delivered to the following location: Patricia Valerio, Projects Assistant Engineering/Facilities Department Kodiak Island Borough 710 Mill Bay Road Kodiak, Alaska 99615-6398 Phone: (907) 486-9343 Fax: (907) 486-9394 pvalerio@kodiakak.us END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT REGISTRATION FORM 00 0000- 1 SECTION 00 0010 - PROJECT TITLE PAGE PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT KODIAK, ALASKA BID DOCUMENTS March 24, 2023 ACKNOWLEDGEMENTS OWNER KODIAK ISLAND BOROUGH ARCHITECTURE & INTERIORS & CONSTRUCTION MANAGEMENT JENSEN YORBA WALL, Inc. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT TITLE PAGE 00 0010- 1 SECTION 00 1000 - INVITATION TO BID INVITATION FOR BIDS 1.1 The KODIAK ISLAND BOROUGH will receive sealed bids until 2:00 pm (local time), April 18, 2023, for PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT, Kodiak, Alaska. A. All work to be done under one Contractor as described in the Scope of Work: 1. Project is a replacement of membrane roofing assembly on an existing school. B. Anticipated Notice to Proceed is May 4, 2023. All work must be substantially complete not later than August 31, 2023 and final completion achieved not later than September 21, 2023. C. Equal employment opportunity requirements prevail. D. The Kodiak Island Borough reserves the right to reject or accept any or all bids, and waive irregularities or informalities in the bid or in the bidding. E. The attention of Bidders is directed to the applicable Federal and State requirements and conditions of employment to be observed and minimum wage rates to be paid under the Contract. F. All bids shall be accompanied by a bid bond, certified check, cashier check or money order in the amount of not less than five percent (5%) of the total amount bid. Bid bonds shall be in a form satisfactory to the Kodiak Island Borough. G. There will be a non -mandatory pre-bid conference April 6, 2023 at 3:30 pm (local time) starting at the main entrance of the Peterson Elementary School, 550 Avenue G / Dolphin Avenue, Kodiak, Alaska. Potential bidders are encouraged to attend this conference. H. Complete bidding documents for this project are available in electronic form. They may be viewed online and downloaded without charge and without deposit from the Kodiak Island Borough Website, www.kodiakak.us Bidders are responsible for their own printing. Bid documents are not available from the Architect or the Owner. Printed copies may be obtained by downloading the documents and ordered from reprographic companies by contacting a reprographer directly. Downloaded files may also be printed on the plan holder's equipment. Plan holders are responsible for their own reproduction costs. No hard copies will be sent. The Contractor that is awarded the project will be responsible for printing all documents necessary for performing the work. J. Addenda will be posted only on the KIB website. Registered bidders will receive email notification of an Addendum when it has been posted on the website. Planholders lists will not be provided directly to bidders. Planholders lists will be posted on the KIB website and updated periodically. It is the bidders responsibility to obtain the planholders list by downloading it from the KIB website, www.kodiakak.us KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT INVITATION TO BID 001000-1 CONTACT PERSON: PATRICIA VALERIO, PROJECTS ASSISTANT ENGINEERING/FACILITIES DEPARTMENT KODIAK ISLAND BOROUGH 710 MILL BAY ROAD KODIAK, ALASKA 99615-6398 PHONE: (907) 486-9343 FAX: (907) 486-9394 pvalerio@kodiakak.us BID PACKAGE AVAILABLE: March 29, 2023 SUBMIT BIDS AND REQUIRED DOCUMENTS TO: FINANCE DEPARTMENT ROOM 104 KODIAK ISLAND BOROUGH 710 MILL BAY ROAD KODIAK, ALASKA 99615 BIDS MUST BE CLEARLY MARKED: "PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT" BIDS WILL BE RECEIVED ONLY AT THE LOCATION STATED ABOVE AND ONLY UNTIL THE TIME STATED ABOVE, AT WHICH TIME THEY WILL BE PUBLICLY OPENED AND READ ALOUD IN KIB ASSEMBLY CHAMBERS, 710 MILL BAY ROAD, KODIAK, ALASKA. DAVE CONRAD KODIAK ISLAND BOROUGH MANAGER (ACTING) END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT INVITATION TO BID 001000-2 SECTION 00 2000 - INSTRUCTIONS TO BIDDERS COVER FORM OF INSTRUCTIONS TO BIDDERS 1.1 See Invitation to Bid for instructions on submitting bids. 1.2 See AIA Document A701, Instructions to Bidders following this document for additional instructions to bidders. 1.3 The instructions in this document amend or supplement the other provisions of the Bidding and Contract Documents. 1.4 Provide the attached Subcontractor Report no later than 5 days after bid opening, or as described therein. Bidders not complying with this requirement may be deemed non responsive, and the next responsible bidder selected. 1.5 Bid Protests: A formal written protest shall be filed by an aggrieved bidder within 10 business days after announcement of the notice of intent to award. Late protests shall not be considered. The written protest shall, at a minimum, include the following: Name, address, and phone number of protesting contractor; Authorized signature of the protesting contractor, or the contractor's representative; Identification of the proposed award; Copies of all relevant documents; Reason for the bid protest. Protests will be evaluated by the Architect, who will recommend a course of action to the OWNER. The Decision of the OWNER shall be final. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT INSTRUCTIONS TO BIDDERS COVER PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 002000-1 DRAFTAIk Document A701 TM Instructions to Bidders for the following PROJECT: (Name and location or address) PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT <<Kodiak, Alaska» THE OWNER: (Name, legal status and address Kodiak Island Borough »« » «710 Mill Bay Road Kodiak, Alaska 99615 » THE ARCHITECT: ame, legal status and address ensen Yorba Wall, Ind. «522 W 101 Street Juneau, Alaska 99801 » TABLE OF ARTICLES 1 DEFINITIONS 2 BIDDER'S REPRESENTATIONS 3 BIDDING DOCUMENTS 4 BIDDING PROCEDURES 5 CONSIDERATION OF BIDS 6 POST -BID INFORMATION 7 PERFORMANCE BOND AND PAYMENT BOND 8 FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR i - 1997 D TIONS AND DELETIONS: �T. [jtor of this document has dinformation needed for completion. The author may also have revised the :exi of the original AIA to dard fo n Additions and Deletio port that of s addednf rmation as el as revio s to the to dard folt xt is This document has important legal consequences. Consultation with attorney is urage respec its comp etion or 0 0 ELECTRONIC COPYING of any portion of this AIA® Document to another electronic file is prohibited and constitutes a violation of copyright laws as set forth in the footer of this document. AIA Document A701' - 1997. Copyright © 1970, 1979, 1978, 1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, 1 or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 10:35:53 on 10/19/2018 under Order No.5722733652 which expires on 09/21/2019, and is not for resale. User Notes: (1899252806) ARTICLE 1 DEFINITIONS § 1.1 Bidding Documents include the Bidding Requirements and the proposed Contract Documents. The Bidding Requirements consist of the Advertisement or Invitation to Bid, Instructions to Bidders, Supplementary Instructions to Bidders, the bid form, and other sample bidding and contract forms. The proposed Contract Documents consist of the form of Agreement between the Owner and Contractor, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications and all Addenda issued prior to execution of the Contract. § 1.2 Definitions set forth in the General Conditions of the Contract for Construction, AIA other Contract Documents are applicable to the Bidding Documents. § 1.3 Addenda are written or graphic instruments issued by the Architect prior to the execu modify or interpret the Bidding Documents by additions, deletions, clarifications or correct § 1.4 A Bid is a complete and properly executed proposal to do the Work for the sums stipu accordance with the Bidding Documents. § 1.5 The Base Bid is the sum stated in the Bid for which the Bidder offers to perform the Bidding Documents as the base, to which Work may be added or from which Work may be Alternate Bids. § 1.6 An Alternate Bid (or Alternate) is an amount stated in the Bid to be added to or deduct Base Bid if the corresponding change in the Work, as described in the Bidding Documents, § 1.7 A Unit Price is an amount stated in the Bid as a price per unit of measurement for ma services or a portion of the Work as described in the Bidding Documents. )ock ment A201, or in ion of the Contract which on ateJ therein, submitted in or described in the 3e1 ted for sui ns ,; tated in A f -om the an Loult of the is apcepted. exials,-equipment or = § 1.8 A Bidder is a person or entity who submits a Bid and who meets the requirements set forth in the Documents. § 1.9 A Sub -bidder is a person or entity who submits a bid to a Bidder for materials, equipme�ifor the Work. I I ARTICLE 2 BIDDER'S REPRESENTATIONS L § 2.1 The Bidder by making a Bid represents that: § 2.1.1 The Bidder has read and understands the Bidding Documents or Contract Documents, to the extent that such documentation relates to the Work for which the Bid is submitted, and for other portions of the Project, if any, being bid concurrently or presently under construction. 11�1 § 2.1.2 The Bid is made in compliance with the Bidding Documents. § 2.1.3 The Bidder has visited the site, become familiar with local conditions under which and has correlated the Bidder's personal observations with the requirements of the propos § 2.1.4 The Bid is based upon the materials, equipment and systems required by the exception. ARTICLE 3 BIDDING DOCUMENTS § 3.1 COPIES § 3.1.1 Bidders may obtain complete sets of the Bidding Documents from the issuing office Advertisement or Invitation to Bid in the number and for the deposit sum, if any, stated ther refunded to Bidders who submit a bona fide Bid and return the Bidding Documents in good after receipt of Bids. The cost of replacement of missing or damaged documents will be de I Bidder receiving a Contract award may retain the Bidding Documents and the Bidder's dep § 3.1.2 Bidding Documents will not be issued directly to Sub -bidders unless specifically or Invitation to Bid, or in supplementary instructions to bidders. is to Kaeposit will b_e"� tion within ten days from the deposit. A 11 be refunded. in the Advertisement AIA Document A701n' - 1997. Copyright © 1970, 1979, 1978, 1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, 2 or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 10:35:53 on 10/19/2018 under Order No.5722733652 which expires on 09/21/2019, and is not for resale. User Notes: (1899252806) § 3.1.3 Bidders shall use complete sets of Bidding Documents in preparing Bids; neither the Owner nor Architect assumes responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. § 3.1.4 The Owner and Architect may make copies of the Bidding Documents available on the above terms for the purpose of obtaining Bids on the Work. No license or grant of use is conferred by issuance of copies of the Bidding Documents. § 3.2 INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS § 3.2.1 The Bidder shall carefully study and compare the Bidding Documents with each ofer, and with other work being bid concurrently or presently under construction to the extent that it relates to the Work for which the Bid is submitted, shall examine the site and local conditions, and shall at once report to the Architect errors, inconsistencies or ambiguities discovered. § 3.2.2 Bidders and Sub -bidders requiring clarification or interpretation of the Bidding Doc im nts shall make a written request which shall reach the Architect at least seven days prior to the date for receipt of Bids. § 3.2.3 Interpretations, corrections and changes of the Bidding Documents will be made by Ad endum. Interpretations, corrections and changes of the Bidding Documents made in any other mann r i 11 not be jindtg, and Bidders shall not rely upon them. § 3.3 SUBSTITUTIONS § 3.3.1 The materials, products and equipment described in the Bidding Documents function, dimension, appearance and quality to be met by any proposed substitution. § 3.3.2 No substitution will be considered prior to receipt of Bids unless written request for approval has been re by the Architect at least ten days prior to the date for receipt of Bids. Such requests shall include the name of t material or equipment for which it is to be substituted and a complete description of the proposed subs ' on including drawings, performance and test data, and other information necessary for an evaluatio statern ae. forth changes in other materials, equipment or other portions of the Work, including chang m th of otl contracts that incorporation of the proposed substitution would require, shall be included. e of proof merit of the proposed substitution is upon the proposer. The Architect's decision of approva a pro proposed substitution shall be final. § 3.3.3 If the Architect approves a proposed substitution prior to receipt of Bids, such approval will be set forth in Addendum. Bidders shall not rely upon approvals made in any other manner. § 3.3.4 No substitutions will be considered after the Contract award unless specifically prowFfor he ontra Documents. § 3.4 ADDENDA § 3.4.1 Addenda will be transmitted to all who are known by the issuing office to have rece ve a comple se of Bidding Documents. § 3.4.2 Copies of Addenda will be made available for inspection wherever Bidding Docum nts are on file for that purpose. § 3.4.3 Addenda will be issued no later than four days prior to the date for receipt of Bids except withdrawing the request for Bids or one which includes postponement of the date for receipt oV § 3.4.4 Each Bidder shall ascertain prior to submitting a Bid that the Bidder has received Bidder shall acknowledge their receipt in the Bid. ARTICLE 4 BIDDING PROCEDURES § 4.1 PREPARATION OF BIDS § 4.1.1 Bids shall be submitted on the forms included with the Bidding Documents. § 4.1.2 All blanks on the bid form shall be legibly executed in a non -erasable medium. AIA Document A701n' - 1997. Copyright © 1970, 1979, 1978, 1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, 3 or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 10:35:53 on 10/19/2018 under Order No.5722733652 which expires on 09/21/2019, and is not for resale. User Notes: (1899252806) § 4.1.3 Sums shall be expressed in both words and figures. In case of discrepancy, the amount written in words shall govern. § 4.1.4 Interlineations, alterations and erasures must be initialed by the signer of the Bid. § 4.1.5 All requested Alternates shall be bid. If no change in the Base Bid is required, enterj" 1� Change." § 4.1.6 Where two or more Bids for designated portions of the Work have been requested, e Ilidder may, without forfeiture of the bid security, state the Bidder's refusal to accept award of less than the com ina ion of Bids sti ulate by the Bidder. The Bidder shall make no additional stipulations on the bid form nor qualify the Bid in any other manner. § 4.1.7 Each copy of the Bid shall state the legal name of the Bidder and the nature of legal fo of the Bidder. The Bidder shall provide evidence of legal authority to perform within the jurisdiction of the W rk. Each copy shall be signed by the person or persons legally authorized to bind the Bidder to a contract. A Bid by a corporation shall further give the state of incorporation and have the corporate seal affixed. A Bid submitted by an aM shall havecurrent power of attorney attached certifying the agent's authority to bind the Bidder. FI § 4.2 BID SECURITY § 4.2.1 Each Bid shall be accompanied by a bid security in the form and amount required if so stipulated t Instructions to Bidders. The Bidder pledges to enter into a Contract with the Owner on the t rm stated in he id and will, if required, furnish bonds covering the faithful performance of the Contract and paymer t of a o igations arising thereunder. Should the Bidder refuse to enter into such Contract or fail to furnish such bondsif-required, the amount of the bid security shall be forfeited to the Owner as liquidated damages, not as a penalty. The amount of the bid security shall not be forfeited to the Owner in the event the Owner fails to comply with Section 6.2. § 4.2.2 If a surety bond is required, it shall be written on AIA Document A310, Bid Bond, unless otherw' ov. ed the Bidding Documents, and the attorney-in-fact who executes the bond on behalf of the surety. affix t b c a certified and current copy of the power of attorney. § 4.2.3 The Owner will have the right to retain the bid security of Bidders to whom an award i con ' e u ti either (a) the Contract has been executed and bonds, if required, have been furnished, or (b) the specs me has elapsed so that Bids may be withdrawn or (c) all Bids have been rejected. § 4.3 SUBMISSION OF BIDS § 4.3.1 All copies of the Bid, the bid security, if any, and any other documents required to be s11 ith the Bid shall be enclosed in a sealed opaque envelope. The envelope shall be addressed to the party ceivin the s an shall be identified with the Project name, the Bidder's name and address and, if applicable, e signat po of the Work for which the Bid is submitted. If the Bid is sent by mail, the sealed envelope shal be nclosed i a ep1 mailing envelope with the notation "SEALED BID ENCLOSED" on the face thereof. / § 4.3.2 Bids shall be deposited at the designated location prior to the time and date for rece�pt f Bids. after the time and date for receipt of Bids will be returned unopened. I § 4.3.3 The Bidder shall assume full responsibility for timely delivery at the location § 4.3.4 Oral, telephonic, telegraphic, facsimile or other electronically transmitted bids will not be § 4.4 MODIFICATION OR WITHDRAWAL OF BID _�% § 4.4.1 A Bid may not be modified, withdrawn or canceled by the Bidder during the stipula dt e period following the time and date designated for the receipt of Bids, and each Bidder so agrees in submittin a id. § 4.4.2 Prior to the time and date designated for receipt of Bids, a Bid submitted may be in dif d or withdrawn by notice to the party receiving Bids at the place designated for receipt of Bids. Such notice s 11 le in writin over the signature of the Bidder. Written confirmation over the signature of the Bidder shall be received, and date- and time -stamped by the receiving party on or before the date and time set for receipt of Bids. A hange shall be so worded as not to reveal the amount of the original Bid. AIA Document A701n' - 1997. Copyright © 1970, 1979, 1978, 1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, 4 or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 10:35:53 on 10/19/2018 under Order No.5722733652 which expires on 09/21/2019, and is not for resale. User Notes: (1899252806) § 4.4.3 Withdrawn Bids may be resubmitted up to the date and time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. § 4.4.4 Bid security, if required, shall be in an amount sufficient for the Bid as resubmitted. ARTICLE 5 CONSIDERATION OF BIDS § 5.1 OPENING OF BIDS At the discretion of the Owner, if stipulated in the Advertisement or Invitation to Bid, the p -opt rly identified Bids received on time will be publicly opened and will be read aloud. An abstract of the Bids mE y b made available tc Bidders. § 5.2 REJECTION OF BIDS The Owner shall have the right to reject any or all Bids. A Bid not accompanied by a required bd security or by other data required by the Bidding Documents, or a Bid which is in any way incomplete or irregular is subject to rejection. § 5.3 ACCEPTANCE OF BID (AWARD) § 5.3.1 It is the intent of the Owner to award a Contract to the lowest qualified Bidder prov ded the Bid h s bi en submitted in accordance with the requirements of the Bidding Documents and does not exc ed he funds vai able. The Owner shall have the right to waive informalities and irregularities in a Bid received an I to accept the Bid which, in the Owner's judgment, is in the Owner's own best interests. § 5.3.2 The Owner shall have the right to accept Alternates in any order or combination, provided in the Bidding Documents, and to determine the low Bidder on the basis of the Alternates accepted. ARTICLE 6 POST -BID INFORMATION § 6.1 CONTRACTOR'S QUALIFICATION STATEMENT Bidders to whom award of a Contract is under consideration shall submit to the Architect, executed AIA Document A305, Contractor's Qualification Statement, unless such a Stater required and submitted as a prerequisite to the issuance of Bidding Documents. § 6.2 OWNER'S FINANCIAL CAPABILITY L The Owner shall, at the request of the Bidder to whom award of a Contract is under consideration and no late n seven days prior to the expiration of the time for withdrawal of Bids, furnish to the Bidder reasonable evidence that financial arrangements have been made to fulfill the Owner's obligations under the Contract. Unless such reasonable evidence is furnished, the Bidder will not be required to execute the Agreement between the Ovowr- n4.Contractor. § 6.3 SUBMITTALS § 6.3.1 The Bidder shall, as soon as practicable or as stipulated in the Bidding Documents, fte notifrcati n selection for the award of a Contract, furnish to the Owner through the Architect in writing .1 a designation of the Work to be performed with the Bidder's own forces; .2 names of the manufacturers, products, and the suppliers of principal items oi sy tems of m ter' is and equipment proposed for the Work; and .3 names of persons or entities (including those who are to furnish materials or quipment fabricated to a special design) proposed for the principal portions of the Work. § 6.3.2 The Bidder will be required to establish to the satisfaction of the Architect and Owner the r responsibility of the persons or entities proposed to furnish and perform the Work described in e Biddin Documents. § 6.3.3 Prior to the execution of the Contract, the Architect will notify the Bidder in writin if ther the Owner or Architect, after due investigation, has reasonable objection to a person or entity proposed b th Bidder. If the Owner or Architect has reasonable objection to a proposed person or entity, the Bidder may, at the i er's option, (1) withdraw the Bid or (2) submit an acceptable substitute person or entity with an adjustmentin a Base Bid or Alternate Bid to cover the difference in cost occasioned by such substitution. The Owner m ty accept the adjusted bid price or disqualify the Bidder. In the event of either withdrawal or disqualification, bid sec ill not be forfeited. AIA Document A701n' - 1997. Copyright © 1970, 1979, 1978, 1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, 5 or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 10:35:53 on 10/19/2018 under Order No.5722733652 which expires on 09/21/2019, and is not for resale. User Notes: (1899252806) § 6.3.4 Persons and entities proposed by the Bidder and to whom the Owner and Architect have made no reasonable objection must be used on the Work for which they were proposed and shall not be changed except with the written consent of the Owner and Architect. ARTICLE 7 PERFORMANCE BOND AND PAYMENT BOND § 7.1 BOND REQUIREMENTS § 7.1.1 If stipulated in the Bidding Documents, the Bidder shall furnish bonds covering the tMul performance of the Contract and payment of all obligations arising thereunder. Bonds may be secured through e idder's usual sources. § 7.1.2 If the furnishing of such bonds is stipulated in the Bidding Documents, the cost shal be included in the Bid the furnishing of such bonds is required after receipt of bids and before execution of the C tract, the cost of such bonds shall be added to the Bid in determining the Contract Sum. § 7.1.3 If the Owner requires that bonds be secured from other than the Bidder's usual adjusted as provided in the Contract Documents. § 7.2 TIME OF DELIVERY AND FORM OF BONDS § 7.2.1 The Bidder shall deliver the required bonds to the Owner not later than three days f execution of the Contract. If the Work is to be commenced prior thereto in response to a le shall, prior to commencement of the Work, submit evidence satisfactory to the Owner that furnished and delivered in accordance with this Section 7.2.1. § 7.2.2 Unless otherwise provided, the bonds shall be written on AIA Document A312, Pet Payment Bond. Both bonds shall be written in the amount of the Contract Sum. § 7.2.3 The bonds shall be dated on or after the date of the Contract. § 7.2.4 The Bidder shall require the attorney-in-fact who executes the required bonds on be thereto a certified and current copy of the power of attorney. ARTICLE 8 FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR Unless otherwise required in the Bidding Documents, the Agreement for the Work will be Al 01, Standard Form of Agreement Between Owner and Contractor Where the Basis of Pa, in cost will be ,ing the f intent, bondsN AIA Document A701n' - 1997. Copyright © 1970, 1979, 1978, 1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, 6 or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 10:35:53 on 10/19/2018 under Order No.5722733652 which expires on 09/21/2019, and is not for resale. User Notes: (1899252806) SECTION 00 2000b - LIST OF SUBCONTRACTORS (AS 36.30.115) The apparent low Bidder must submit a list of Subcontractors that the Bidder proposes to use in the performance of this contract on the fifth business day following the Posting Notice of Bids. If the fifth day falls on a weekend or holiday, the report is due by close of business on the next business Day following the weekend or holiday. The Subcontractor Report list must include each Subcontractor's name, address, location, evidence of valid Alaska Business License, and valid Alaska Contractor's Registration under AS 08.18. If no Subcontractors are to be utilized in the performance of the WORK, write in ink or type "NONE" on line (1). 'AK Contractor SUBCONTRACTOR License No. 1 Contact Name Type of Contract ✓ if ADDRESS 'AK Business 2 Phone No. Work Amount DBE License No. 1. 1 $ ❑ 2 2. 1 $ ❑ 2 3. 1 $ ❑ 2 4. 1 $ ❑ 2 1 certify that the above listed Alaska Business License(s) and CONTRACTOR Registration(s), if applicable, were valid at the time Bids were opened for this Project. CONTRACTOR, Authorized Signature CONTRACTOR, Printed Name COMPANY KODIAK ISLAND BOROUGH SCHOOL DISTRICT SUBCONTRACTOR REPORT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 00 2000b - 1 A. A Bidder may replace a listed Subcontractor if the Subcontractor: 1. fails to comply with AS 08.18; 2. files for bankruptcy or becomes insolvent; 3. fails to execute a contract with the Bidder involving performance of the WORK for which the Subcontractor was listed and the Bidder acted in good faith; 4. fails to obtain bonding; 5. fails to obtain insurance acceptable to the OWNER; 6. fails to perform the contract with the Bidder involving work for which the Subcontractor was listed; 7. must be substituted in order for the CONTRACTOR to satisfy required state and federal affirmative action requirements; 8. refuses to agree or abide with the Bidder's labor agreement; or 9. is determined by the OWNER not to be responsible. 10. is not in "Good Standing" with the OWNER as required in Article 21.0 in Section 00100 — Instructions to Bidders. B. If a Bidder fails to list a Subcontractor or lists more than one Subcontractor for the same portion of WORK, the Bidder shall be considered to have agreed to perform that portion of WORK without the use of a Subcontractor and to have represented the Bidder to be qualified to perform that WORK. C. A Bidder who attempts to circumvent the requirements of this section by listing as a Subcontractor another contractor who, in turn, sublets the majority of the WORK required under the contract violates this section. D. If a contract is awarded to a Bidder who violates this section, the OWNER may: 1. cancel the contract; or 2. after notice and a hearing, assess a penalty on the Bidder in an amount that does not exceed 10 percent of the value of the subcontract at issue. E. On the Subcontractor Report, the apparent low Bidder must list any Subcontractors anticipated to perform WORK with a value of greater than one-half of one percent of the intended award amount, or $2,000, whichever is less. F. An apparent low Bidder who fails to submit a completed Subcontractor Report within the time specified in this section may be found to be not a responsible Bidder and may be required to forfeit the Bid security. The OWNER will then consider the next lowest Bidder for award of the contract. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT SUBCONTRACTOR REPORT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 00 2000b - 2 SECTION 00 3000 - INFORMATION AVAILABLE TO BIDDERS USE OF KODIAK ISLAND BOROUGH SITE 1.1 The Kodiak Island Borough's (KIB) Website is the document repository for KIB construction projects. The use of this website for access to all Project bid documents is mandatory. The Contractor is responsible for downloading of all project documents. See additional information in the Invitation to Bid. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT INFORMATION AVAILABLE TO BIDDERS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 00 3000- 1 SECTION 00 4000 - INFORMATION REQUIRED AT TIME OF BID 1.1 The Kodiak Island Borough (KIB) requires the following at the time of bid in order for a bid to be deemed responsive: 1. Completed Bid Form. 2. Acknowledgement of Addenda and Bidder Qualifications form. 3. Non -Collusion Affidavit form. 4. Fully executed Bid Bond in the amount of 5% of the bid. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT INFORMATION REQUIRED AT TIME OF BID PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 00 4000- 1 SECTION 00 4100 - ACKNOWLEDGEMENT OF ADDENDA and CONTRACTOR QUALIFICATIONS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT ACKNOWLEDGEMENT OF ADDENDA The offeror acknowledges receipt of addenda to the solicitation. Provide the number and date of each. Addendum Number Date CONTRACTOR QUALIFICATIONS Kodiak Island Borough will only accept bids from qualified bidders. To be qualified to bid on this project, the bidder must have successfully completed two (2) projects of similar cost, size, and type, and with similar bonding requirements, in the last ten (10) years. The "type" of prosect is defined as an institutional or commercial membrane roof replacement. By signing this form, the bidder certifies their compliance with this requirement. Failure to provide the required signatures and other information will disqualify the bid. Bidder is a construction contractor duly licensed in Alaska, who owns, operates, or maintains a place of business, regularly engaged in commercial construction projects. Bidder must have the necessary experience, organization, technical qualifications, financial resources and facilities available to perform the contemplated work. Bidder must agree to perform the work required in the amount indicated on the bid form, in strict conformance with the terms of the solicitation and the Contract Documents. Bidder warrants that the prices included on the bid form are valid for 90 days after the date offers are due. If differences occur between the written and printed form, the written form will prevail Bidder must have current Alaska Business license, Alaska General Contractor license, and in all respects meet Federal, State and local requirements to qualify as a responsible bidder. By signing this form, (and providing seal if a corporation) Bidder warrants that it meets these requirements. KODIAK ISLAND BOROUGH SCHOOL DISTRICT ACKNOWLEDGEMENT OF ADDENDA PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 004100-1 Respectfully submitted: Date: (Seal if by Corporation) By: Contracting Firm Signature Title Business Address General Contractor License END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT ACKNOWLEDGEMENT OF ADDENDA 004100-2 SECTION 00 4150 - NON -COLLUSION AFFIDAVIT The Undersigned declares, under penalty of perjury under the laws of the United States, that neither he/she nor the firm, association or corporation of which he is a member, a bidder on this project has, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with this bid. The Undersigned has read the foregoing proposal and hereby agrees to the conditions stated therein by affixing his/her signature below: Signature Name and Title of Person Signing Telephone Number END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT NON -COLLUSION AFFIDAVIT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 004150-1 SECTION 00 4200 — BID PROPOSAL RID PROPOSAL Place: Kodiak, Alaska Date: Project: PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT Bid of (hereinafter called the BIDDER), a corporation, organized and existing under the laws of the State of Alaska, a partnership or an individual doing business as , to the Kodiak Island Borough, Kodiak, Alaska (hereinafter called the OWNER). Bidders: A. The BIDDER, in compliance with your Invitation for Bids for the construction of the Project indicated above, having examined the plans and specifications with the related documents and the site of the proposed work, and being familiar with all of the conditions surrounding the construction of the proposed project, including the availability of materials and labor, hereby propose to furnish all labor, materials and supplies and to construct the Project in accordance with the Contract Documents, within the time set forth therein, and for the price stated below. The BIDDER hereby agrees to commence work under the Contract on a date to be specified in the written Notice of Award of the Owner and to fully complete the Project within the time stipulated in the Contract Documents. The BIDDER further agrees to pay all applicable liquidated damages in the sums as set forth in the Contract Documents. C. BASE BID AMOUNT Dollars ($ (In words) (In figures) KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT BID PROPOSAL 004200-1 D. ALTERNATE 1 (1998 WING ROOF REPLACEMENT) AMOUNT Dollars ($ (In words) (In figures) E. The BIDDER understands that the Owner reserves the right to reject any or all bids and to waive any informalities in the bidding. F. The BIDDER certifies that it possesses the following valid license and registration and submits the corresponding numbers as evidence. The BIDDER also agrees to provide copies of each within five (5) working days of owner's identification of BIDDER as apparent low BIDDER. Alaska Business License No.: Contractor Registration (AS 08.18) No.: G. Any protest to the award of this bid must be filed in accordance with 4AAC.31.080 Respectfully Submitted, BY: Typed Name and Title: (Seal if bid by Corporation) Date: Business Address: Telephone: F. To be considered a responsive bid, this bid form must be fully executed and accompanied by a bid security as described in the Instruction to Bidders in the amount of 5% of the bid. Utilize the attached bid bond form. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT BID PROPOSAL PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 004200-2 SECTION 00 4210 — BID MODIFICATION PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT Prior to the time and date designated for receipt of Bids, a Bid submitted may be modified by notice to the party receiving Bids at the place designated for receipt of Bids. All modifications shall be made to the original bid amount(s). Modifications shall be worded as not to reveal the amount of the original Bid. If more than one Modification form is submitted by any one bidder, changes from all Modification forms submitted will be combined and applied to the original bid. Changes to the modified Bid amounts will be calculated by the Owner. Bidder may use multiple modification pages if required. Circle either Addition or Deduction to indicate your adjustment to each applicable item. Sums shall be expressed in both words and figures. In case of discrepancy, the amount written in words shall govern. Name of Bidding Firm Responsible Party Signature Date Printed Name (must be authorized signatory for Bidding Firm) KODIAK ISLAND BOROUGH SCHOOL DISTRICT BID MODIFICATION PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 004210 Addition / Bid Item Deduction Amount in Amount in Words (Base Bid, Alternate, etc) Figures (circle one) Addition / $ Deduction Addition / $ Deduction Addition / $ Deduction Addition / $ Deduction Addition / $ Deduction Addition / $ Deduction Name of Bidding Firm Responsible Party Signature Date Printed Name (must be authorized signatory for Bidding Firm) KODIAK ISLAND BOROUGH SCHOOL DISTRICT BID MODIFICATION PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 004210 SECTION 00 4250 - BID BOND KNOW ALL PERSONS BY THESE PRESENTS, that we, the undersigned, as Principal, and as Surety, are hereby held and firmly bound onto as Owner in the penal sum of for the payment of which, well and truly to be made, we hereby jointly and severally, bind ourselves, our heirs, executors, administrators, successors, and assigns. The condition of the above obligation is such that whereas the Principal has submitted to a certain Bid, attached hereto and hereby made a part hereof, to enter into a contract in writing for the NOW, THEREFORE, (a) If said Bid shall be rejected, or in the alternate, (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid, then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall in no event exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bonds shall be in no way impaired or affected by any extension of the time within which the Owner may accept such Bid, and said Surety does hereby waive notice of any such extension. IN WITNESS WHEREOF, The Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by the proper officers, the day and year set forth below. Signed this _day of 12023 Principal Surety SEAL By: END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT BID BOND PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 004250-1 SECTION 00 5000 — CONSTRUCTION CONTRACT COVER FORM OF AGREEMENT 1. The attached document forms the Contract between the Owner and Contractor. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT CONSTRUCTION CONTRACT COVER PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 005000-1 SECTION 00 5100 — CONSTRUCTION CONTRACT KODIAK ISLAND BOROUGH, ALASKA PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT This CONTRACT ("Contract"), between the Kodiak Island Borough, Alaska, herein called the Borough, acting by and through its Borough Manager, and Company Name Company Address (Street or PO Box, City, State, Zip) a/an ❑ Individual ❑Partnership ❑Joint Venture ❑Sole Proprietorship ❑Corporation incorporated under the laws of the State of , its successors and assigns, herein called the Contractor, is effective the date of the signature of the Borough Manager on this document. The Contractor, for and in consideration of the payment or payments herein specified and agreed to by the Borough, hereby covenants and agrees to furnish and deliver all the materials and to do and perform all the work and labor required in the construction of the above -referenced project as bid by the Contractor, which bid and prices named, together with the Contract Documents (as hereinafter defined) are made a part of this Contract and accepted as such. It is distinctly understood and agreed that no claim for additional work or materials, done or furnished by the Contractor and not specifically herein provided for, will be allowed by the Borough, nor shall the Contractor do any work or furnish any material not covered by this Contract, unless such work or materials is ordered in writing by the Borough. In no event shall the Borough be liable for any materials furnished or used, or for any work or labor done, unless the materials, work, or labor are required by the Contract or on written order furnished by the Borough. Any such work or materials which may be done or furnished by the Contractor without written order first being given shall be at the Contractor's own risk, cost, and expense and the Contractor hereby covenants and agrees to make no claim for compensation for work or materials done or furnished without such written order. Payment under this Contract shall not exceed dollars ($ ) . The Contractor further covenants and agrees that all materials shall be furnished and delivered and all work and labor shall be done and performed, in every respect, to the satisfaction of the Borough, on or before: or within calendar days following the date of notice to proceed. [The Borough's signature below shall constitute notice to proceed.] It is expressly understood and agreed that in case of the failure on the part of the Contractor, for any reason, except with the written consent of the Borough, to complete the furnishing and delivery of materials and the doing and performance of the work before the aforesaid date, the Borough shall have the right to deduct from any money due or which may become due the Contractor, or if no money shall be due, the Borough shall have the right to recover Liquidated Damages as described in the Special Conditions for each calendar day elapsing between the time stipulated for achieving substantial completion of an individual phase and the actual date of completion of that phase in accordance with the terms hereof; such deduction to be made, or sum to be recovered, not as a penalty but as liquidated damages. Provided, however, that upon receipt of written notice from the Contractor of the existence of causes over which the Contractor has no control and which must delay furnishing of materials or the completion of the work, the Contracting Officer may, at his or her discretion, extend the period KODIAK ISLAND BOROUGH SCHOOL DISTRICT CONSTRUCTION CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 005100-1 specified for the furnishing of materials or the completion of the work, and in such case the Contractor shall become liable for liquidated damages for delays commencing from the date on which the extended period expires. The bonds given by the Contractor in the sum of $ Payment Bond, and $ Performance Bond, to secure the proper compliance with the terms and provisions of this Contract, are submitted herewith and made a part hereof. The Contractor further covenants and agrees that the entire construction will be done under the administration of and to the complete satisfaction of the Borough subject to the inspection at all times and approval by any regulatory agency, and in accordance with the laws of the State of Alaska and the Borough. For purposes of this Contract, Contracting Officer means by the Borough Manager. or any other person designated The Contractor is an independent contractor and not an employee or agent of the Borough. Contract Documents shall have the meaning ascribed by the General Conditions of the Construction Contract, and include but are not limited to this Contract, the General Conditions of the Construction Contract, the Supplementary Conditions, and the following listed documents: (1) ; (2) IN WITNESS WHEREOF the parties hereto have executed this Contract and agree to its terms and conditions. CONTRACTOR Company Name Signature of Authorized Company Representative Typed Name and Title Date KODIAK ISLAND BOROUGH KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT CONSTRUCTION CONTRACT 005100-2 Signature of Borough Manager Typed Name Date Borough Clerk (ATTEST) END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT CONSTRUCTION CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 005100-3 SECTION 00 6000 - PERFORMANCE AND PAYMENT BONDS COVER BOND FORMS 1. The attached document forms the performance and payment bonds. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT PERFORMANCE AND PAYMENT BONDS COVER PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 006000-1 SECTION 00 6100 — PERFORMANCE AND PAYMENT BONDS PERFORMANCE BOND KNOW ALL PERSONS BY THESE PRESENTS: That Of as Principal, and Of, as Surety, firmly bound And held unto the Kodiak Island Borough in the penal sum of dollars ($ ), good and lawful money of the United States of America for the payment whereof, well and truly to be paid to the Kodiak Island Borough, we bind ourselves, our heirs, successors, executors, administrators and assigns, jointly and severally, firmly by these presents. WHEREAS, the said Principal has entered into a written contract with the Kodiak Island Borough, on the day of , 2023 for performance of PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT. Said work to be done according to the terms of said Contract. Now, THEREFORE, the conditions of the foregoing obligations are such that if the said Principals shall well and truly perform and complete all obligations and work under said Contract and the Proposal, and Contract Documents of the Kodiak Island Borough, to which reference is hereby made and which are by reference made a part thereof, according to the terms as the same are now constituted or as they may thereafter be modified in accordance with the provisions of said Contract and Specifications and during the life of any guarantee required under the Contract shall comply with all requirements of law, and shall indemnify and hold harmless the Kodiak Island Borough, the Borough Manager and employees thereof against any damages or loss which they or any of them may suffer or for which they or any of them become liable by the default of said principals, their agents, servants, employees, or by any act of omission of said principals, their agents, servants, employees, in the performance of said Contract, and if the principals shall reimburse upon demand of the Kodiak Island Borough any sums paid to it which exceeds the final payment determined to be due upon completion of the Project, and then these presents shall become null and void; otherwise they shall remain in full force and effect. IN WITNESS THEREOF, we have hereunto set our hands and seals at Kodiak, Alaska, this day of , 2023. Principal: By: By: Surety: By: By: The offered Bond has been checked for adequacy under the applicable statutes and regulations: Date Contracting Officer Kodiak Island Borough KODIAK ISLAND BOROUGH SCHOOL DISTRICT PERFORMANCE AND PAYMENT BONDS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 006100-1 PAYMENT BOND KNOW ALL PERSONS BY THESE PRESENTS: That Of as Principal, and Of, as Surety, firmly bound And held unto the Kodiak Island Borough in the penal sum of dollars ($ ), good and lawful money of the United States of America for the payment whereof, well and truly to be paid to the Kodiak Island Borough, we bind ourselves, our heirs, successors, executors, administrators and assigns, jointly and severally, firmly by these presents. WHEREAS, the said Principal has entered into a written contract with the Kodiak Island Borough, on the day of , 2023 for performance of PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT. Said work to be done according to the terms of said Contract. NOW, THEREFORE, the conditions of the foregoing obligations are such that if the said principals shall comply with all requirements of law and pay, as they become due, all just claims for labor performed and materials and supplies furnished upon or for the work under said contract, whether said labor be performed and said materials and supplies be furnished under the original contract, any subcontract, or any and all duly authorized modifications thereto, and shall indemnify and save harmless the Kodiak Island Borough, Borough Manager and employees thereof against any damage or loss which they or any of them may suffer or for which they or any of them become liable; by the default of said principals, or by any neglect or carelessness on the part of said principals, their agents, servants or employees, then these presents shall become void, otherwise they shall remain in full force and effect. IN WITNESS THEREOF, we have hereunto set our hands and seals at Kodiak, Alaska, this day of .2023. Principal: By: By: Surety: By: By: The offered Bond has been checked for adequacy under the applicable statutes and regulations: Date Contracting Officer Kodiak Island Borough END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT PERFORMANCE AND PAYMENT BONDS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 006100-2 SECTION 00 7000 - GENERAL CONDITIONS COVER FORM OF GENERAL CONDITIONS 1.1 General Conditions of the Contract 00 7100, attached, is the General Conditions between the Owner and Contractor. SUPPLEMENTARY CONDITIONS 2.1 Refer to Document 00 8000 for amendments to these General Conditions. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS COVER PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007000-1 SECTION 00 7100 - GENERAL CONDITIONS CONTRACT TABLE OF CONTENTS ARTICLE1 - DEFINITIONS......................................................................................................................... 5 ARTICLE 2 - AUTHORITIES & LIMITATIONS.............................................................................................9 2.1 Authorities and Limitations.........................................................................................................9 2.2 Evaluations by Contracting Officer..............................................................................................9 2.3 Means & Methods.....................................................................................................................10 ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE....................................................10 3.1 Incomplete Contract Documents..............................................................................................10 3.2 Copies of Contract Documents..................................................................................................10 3.3 Scope of Work...........................................................................................................................10 3.4 Intent of Contract Documents...................................................................................................11 3.5 Discrepancy in Contract Documents......................................................................................... 11 3.6 Clarifications and Interpretations(RFIs)....................................................................................12 3.7 Ownership and Reuse of Documents........................................................................................13 ARTICLE 4 - LANDS AND PHYSICAL CONDITIONS.................................................................................13 4.1 Availability of Lands...................................................................................................................13 4.2 Visit to Site.................................................................................................................................13 4.3 Explorations and Reports..........................................................................................................14 4.4 Utilities.......................................................................................................................................14 4.5 Damaged Utilities......................................................................................................................14 4.6 Utilities Not Shown or Indicated...............................................................................................15 4.7 Survey Control...........................................................................................................................15 ARTICLE 5 - BONDS, INSURANCE, AND INDEMNIFICATION.................................................................16 5.1 Delivery of Bonds.......................................................................................................................16 5.2 Bonds.........................................................................................................................................16 5.3 Replacement of Bond and Surety..............................................................................................16 5.4 Insurance Requirements............................................................................................................16 5.5 Indemnification..........................................................................................................................18 ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES....................................................................................19 6.1 Supervision of Work..................................................................................................................19 6.2 Superintendence by Contractor................................................................................................19 6.3 Character of Workers................................................................................................................19 6.4 Contractor to Furnish................................................................................................................19 6.5 Materials and Equipment..........................................................................................................19 6.6 Anticipated Schedules...............................................................................................................20 6.7 Finalizing Schedules...................................................................................................................21 6.8 Adjusting Schedules...................................................................................................................21 6.9 Substitutes or "Or Equal" Items................................................................................................. 22 6.10 Reserved.................................................................................................................................... 24 6.11 Reserved.................................................................................................................................... 24 6.12 Dividing the Work......................................................................................................................24 6.13 Subcontractors..........................................................................................................................24 6.14 Use of Premises.........................................................................................................................25 6.15 Structural Loading.....................................................................................................................25 6.16 Record Documents.................................................................................................................... 25 6.17 Safety and Protection................................................................................................................ 25 KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-1 6.18 Safety Representative................................................................................................................26 6.19 Emergencies.............................................................................................................................. 26 6.20 Shop Drawings and Samples......................................................................................................26 6.21 Shop Drawing and Sample Review............................................................................................27 6.22 Maintenance During Construction............................................................................................ 28 6.23 Continuing the Work.................................................................................................................28 6.24 Consent to Assignment.............................................................................................................. 28 6.25 Use of Explosives....................................................................................................................... 28 6.26 Contractor's Records................................................................................................................. 29 ARTICLE 7 - LAWS AND REGULATIONS..................................................................................................29 7.1 Laws to be Observed................................................................................................................. 29 7.2 Permits, Licenses, and Taxes..................................................................................................... 29 7.3 Patented Devices, Materials and Processes..............................................................................30 7.4 Compliance of Specifications and Drawings..............................................................................30 7.5 Accident Prevention..................................................................................................................30 7.6 Sanitary Provisions....................................................................................................................30 7.7 Business Registration.................................................................................................................30 7.8 Professional Registration and Certification...............................................................................30 7.9 Local Building Codes..................................................................................................................31 7.10 Environmental Quality Control..................................................................................................31 7.11 Archaeological or Paleontological Discoveries..........................................................................31 7.12 Alaska Agricultural Products......................................................................................................31 7.13 Preferential Employment..........................................................................................................31 7.14 Wages and Hours of Labor........................................................................................................31 7.15 Overtime Work Hours and Compensation................................................................................32 7.16 Covenant Against Contingent Fees............................................................................................32 7.17 Officials Not To Benefit..............................................................................................................32 7.18 Personal Liability of Public Officials...........................................................................................33 ARTICLE 8 - OTHER WORK...................................................................................................................... 33 8.1 Related Work At Site................................................................................................................. 33 8.2 Access, Cutting, and Patching....................................................................................................33 8.3 Defective Work By Others......................................................................................................... 34 8.4 Coordination..............................................................................................................................34 ARTICLE9 - CHANGES............................................................................................................................. 34 9.1 Borough's Right to Change........................................................................................................ 34 9.2 Authorization of Changes within the General Scope................................................................35 9.3 Directive.....................................................................................................................................35 9.4 Change Order.............................................................................................................................35 9.5 Shop Drawing Variations...........................................................................................................36 9.6 Changes Outside the General Scope; Supplemental Agreement..............................................36 9.7 Unauthorized Work...................................................................................................................36 9.8 Notification of Surety................................................................................................................ 36 9.9 Differing Site Conditions............................................................................................................36 ARTICLE 10 - CONTRACT PRICE: COMPUTATION AND CHANGE...........................................................37 10.1 Contract Price............................................................................................................................ 37 10.2 Claim For Price Change..............................................................................................................37 10.3 Change Order Price Determination...........................................................................................37 10.4 Cost of the Work........................................................................................................................ 37 KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-2 10.5 Excluded Costs...........................................................................................................................39 10.6 Contractor's Fee........................................................................................................................39 10.7 Cost Breakdown.........................................................................................................................40 10.8 Cash Allowances........................................................................................................................40 10.9 Unit Price Work.........................................................................................................................40 10.10 Determinations for Unit Prices..................................................................................................41 ARTICLE 11 - CONTRACT TIME: COMPUTATION AND CHANGE............................................................41 11.1 Commencement of Contract Time............................................................................................ 41 11.2 Starting the Work......................................................................................................................41 11.3 Computation of Contract Time..................................................................................................41 11.4 Time Change..............................................................................................................................42 11.5 Extension Due to Delays............................................................................................................42 11.6 Essence of Contract...................................................................................................................42 11.7 Reasonable Completion Time....................................................................................................42 11.8 Delay Damages..........................................................................................................................42 ARTICLE 12 - QUALITY ASSURANCE.......................................................................................................43 12.1 Warranty and Guaranty.............................................................................................................43 12.2 Access to Work..........................................................................................................................43 12.3 Tests and Inspections................................................................................................................43 12.4 Uncovering Work.......................................................................................................................44 12.5 Borough May Stop the Work.....................................................................................................45 12.6 Correction or Removal of Defective Work................................................................................45 12.7 One Year Correction Period.......................................................................................................45 12.8 Acceptance of Defective Work..................................................................................................45 12.9 Borough May Correct Defective Work...................................................................................... 45 ARTICLE 13 - PAYMENTS TO CONTRACTOR AND COMPLETION ...........................................................46 13.1 Schedule of Values.....................................................................................................................46 13.2 Preliminary Payments................................................................................................................46 13.3 Application For Progress Payment............................................................................................46 13.4 Review of Application for Progress Payment............................................................................47 13.5 Stored Materials and Equipment..............................................................................................47 13.6 Contractor's Warranty of Title...................................................................................................47 13.7 Withholding of Payments..........................................................................................................47 13.8 Retainage...................................................................................................................................48 13.9 Request for Release of Funds....................................................................................................48 13.10 Substantial Completion.............................................................................................................48 13.11 Access Following Substantial Completion.................................................................................49 13.12 Final Inspection..........................................................................................................................49 13.13 Final Completion and Application for Payment........................................................................49 13.14 Final Payment............................................................................................................................49 13.15 Final Acceptance........................................................................................................................50 13.16 Contractor's Continuing Obligation...........................................................................................50 13.17 Waiver of Claims by Contractor.................................................................................................50 13.18 No Waiver of Legal Rights..........................................................................................................50 ARTICLE 14 - SUSPENSION OF WORK, DEFAULT AND TERMINATION..................................................50 14.1 Borough May Suspend Work..................................................................................................... 50 14.2 Default of Contract....................................................................................................................51 14.3 Rights or Remedies....................................................................................................................52 14.4 Convenience Termination.........................................................................................................52 KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-3 ARTICLE 15 - CLAIMS AND DISPUTES.....................................................................................................54 15.1 Notification................................................................................................................................ 54 15.2 Presenting Claim........................................................................................................................55 15.3 Claim Validity, Additional Information, and Contracting Officer's Actions...............................55 15.4 Notice of Appeal........................................................................................................................55 15.5 Borough Manager's Decision.....................................................................................................55 KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-4 ARTICLE 1- DEFINITIONS Wherever used in the Contract Documents the following terms, or pronouns in place of them, are used, the intent or meaning, unless a different intent or meaning is clearly indicated, shall be interpreted as set forth below. The titles and headings of the Sections, Subsections and Articles herein are intended for convenience of reference and shall not be considered as having bearing on their interpretation. Whenever used in the Specifications or other Contract Documents the following terms have the meanings indicated which are applicable to both the singular and plural thereof. Working titles which have a masculine gender are intended to refer to person of either sex. Terms not defined below shall have their ordinary accepted meanings within the context which they are used. "Webster's Third New International Dictionary of the English Language, Unabridged, Copyright 1961," or subsequent revision thereof, shall provide ordinarily accepted meanings. Words which have a well-known technical or trade meaning when used to describe work, materials or equipment shall be interpreted in accordance with such meaning. Words defined in Article 1 are capitalized throughout these General Conditions. Addenda - All clarifications, corrections, or changes issued graphically or in writing by the Borough after the advertisement but prior to the opening of proposals. Advertisement - The public announcement, as required by law, inviting bids for work to be performed or materials to be furnished. Application for Payment - The form provided by the Borough which is to be used by the Contractor in requesting progress or final payments and which is to include such supporting documentation as is required by the Contract Documents. Approved or Approval - Written approval by the Contracting Officer or his authorized representative as defined in Article 2.1. Architect - The person or firm retained by the Borough to provide architectural and related services. A.S. - Initials which stand for Alaska Statute. Award - The acceptance, by the Borough, of the successful bid. Bid Bond - A type of Proposal Guaranty. Bidder - Any individual, firm, corporation or any acceptable combination thereof, or joint venture submitting a bid or proposal for the advertised Work. Calendar Day - Every day shown on the calendar, beginning and ending at midnight. Change Order - A written order by the Borough directing changes to the Contract Documents, within their general scope. KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-5 Borough - The Kodiak Island Borough. References to "Owner" and "Contracting Agency" mean the Borough. Conditions of the Contract - Those portions of the Contract Documents which define the rights and responsibilities of the contracting parties and of others involved in the Work. The Conditions of the Contract include General Conditions, Supplementary Conditions and other conditions. Consultant - The person, firm, or corporation retained directly by the Borough or its Project Manager to prepare Contract Documents, perform construction administration services, or other Project related services. Contract - The written agreement between the Borough and the Contractor setting forth the obligations of the parties and covering the Work to be performed, all as required by the Contract Documents. Contract Documents - The Construction Contract form, Addenda, the bidding requirements and Contractor's bid (including all appropriate bid tender forms), the bonds, the Conditions of the Contract and all other Contract requirements, the Specifications, and the Drawings furnished by the Borough to the Contractor, together with all Change Orders and documents approved by the Contracting Officer for inclusion, modifications and supplements issued on or after the Effective Date of the Contract. Contracting Officer - The person authorized by the Borough to administer the Contract on behalf of the Borough. The Contracting Officer has authority to make findings, determinations and decisions with respect to the Contract and, when necessary, to modify or terminate the Contract. The Contracting Officer is identified on the Construction Contract form. Contractor - The individual, firm, corporation or any acceptable combination thereof, contracting with the Borough or performance of the Work. Contract Price - The total moneys payable by the Borough to the Contractor under the terms of the Contract Documents. Contract Time - The number of Calendar Days or the day specified in the construction Contract and authorized time extensions which identify how much time the Contractor is allowed to achieve Final Completion. Cutting - Removal of in-place construction necessary to permit installation or performance of other work. Defective - An adjective which refers to Work that is unsatisfactory, faulty or deficient, or does not conform to the Contract Documents, or does not meet the requirements of any inspection, reference standard, tests or approval referred to in the Contract Documents, or has been damaged prior to the Borough's approval of final payment. Directive - A written communication to the Contractor from the Contracting Officer interpreting or enforcing a Contract requirement or ordering commencement of an item of Work. Drawings - The drawings which show the character and scope of the Work to be performed and which have furnished by the Borough or the Borough's Consultant and are by reference made a part of the Contract Documents. KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-6 Effective Date of the Contract - The date on which the Contract is fully executed by both Contractor and the Borough. Final Acceptance - The Borough's written acceptance of the Work following Final Completion and the performance of all Contract requirements by the Contractor. Final Completion - The Work (or specified part thereof) has progressed to the point that all work is complete as determined by the Contracting Officer. Holidays - In the Borough, Holidays occur on: 1. New Year's Day — January 1 2. Presidents Day—Third Monday in February 3. Seward's Day — Last Monday in March 4. Memorial Day— Last Monday in May S. Independence Day—July 4 6. Labor Day— First Monday in September 7. Alaska Day —October 18 8. Veteran's Day —November 11 9. Thanksgiving Day — Fourth Thursday in November 10. Friday Following Thanksgiving Day — Fourth Friday in November 11. Christmas Eve — December 24 % Day Off 12. Christmas Day — December 25 13. Every day designated by public proclamation by the Borough Assembly. If any Holiday listed above falls on a Saturday, Saturday and the preceding Friday are both legal Holidays. If the Holiday should fall on a Sunday, Sunday and the following Monday are both legal Holidays. Install - Means to build into the Work, ready to be used in complete and operable condition and in compliance with Contract Documents. Invitation for Bids - A portion of the bidding documents soliciting bids for the Work to be performed. Notice of Intent to Award - The written notice by the Borough to all Bidders identifying the apparent successful Bidder and establishing the Borough's intent to execute the Contract when all conditions required for execution of the Contract are met. Notice to Proceed - A written notice to the Contractor to begin the Work and establishing the date on which the Contract Time begins. Patching - Fitting and repair work required to restore surfaces to original conditions after installation of other work. Payment Bond - The security furnished by the Contractor and its Surety to guarantee payment of the debts covered by the bond. Performance Bond - The security furnished by the Contractor and its Surety to guarantee performance and completion of the Work in accordance with the Contract. Project - The total construction, of which the Work performed under the Contract Documents is the whole or a part, where such total construction may be performed by more than one Contractor. KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-7 Project Manager - The authorized representative of the Contracting Officer who is responsible for administration of the Contract. Proposal - The offer of a Bidder, on the prescribed form to perform the Work at the prices quoted. The Proposal may also be referred to as the Bid. Proposal Guaranty - The security furnished with a Proposal to guarantee that the bidder will enter into a Contract if his Proposal is accepted by the Borough. Regulatory Requirements - Laws, rules, regulations, ordinances, codes and/or orders. RFI - Request from the Contractor seeking interpretation or clarification of the Contract Documents. Schedule of Values - The Borough's document, submitted by the Contractor and reviewed by the Contracting Officer allocating portions of the Contract Price to various portions of the work, which shall serve as the basis for computing payment and for establishing the value of separate items of Work of which comprise the Contract Price. Shop Drawings - All drawings, diagrams, illustrations, schedules and other data which are specially prepared by or for the Contractor to illustrate some portion of the Work and all illustrations, brochures, standard schedules, performance charts, instructions, diagrams and other information prepared by a Supplier and submitted by the Contractor to illustrate material, equipment, fabrication, or erection for some portion of the Work. Specifications - Those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems standards and workmanship as applied to the Work and certain administrative and procedural details applicable thereto. Specifications may also be referred to as Project Manuals. Subcontractor - An individual, firm, or corporation to whom the Contractor or any other Subcontractor sublets part of the Contract. Substantial Completion - Although not fully completed, the Work (or a specified part thereof) has progressed to the point where, in the opinion of Borough as evidenced by the Borough's written notice, it is sufficiently complete, in accordance with the Contract Documents so that the Work (or specified part) can be utilized for the purposes for which it is intended. The terms "Substantially Complete" and "Substantially Completed" as applied to any work refer to Substantial Completion thereof. Supplemental Agreement - A written agreement between the Contractor and the Borough covering work that is not within the general scope of the Contract. Supplementary Conditions - The part of the Contract Documents which amends or supplements these General Conditions. Supplier - A manufacturer, fabricator, distributor, materialman or vendor of materials or equipment. Surety - The corporation, partnership, or individual, other than the Contractor, executing a bond furnished by the Contractor for the benefit of the Borough. KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-8 Unit Price Work - Work to be paid for on the basis of unit prices. Using Agency - The entity who will occupy or use the completed Work. Work - Work is the act of, and the result of, performing services, furnishing labor, furnishing and incorporating materials and equipment into the Project and performing other duties and obligations, all as required by the Contract Documents. Such Work, however incremental, will culminate in the entire completed Project, or the various separately identifiable parts thereof. ARTICLE 2 - AUTHORITIES AND LIMITATIONS 2.1 Authorities and Limitations: 2.1.1 The Contracting Officer alone shall have the power to bind the Borough and to exercise the rights, responsibilities, authorities and functions vested in the Contracting Officer by the Contract Documents, except that the Contracting Officer shall have the right to designate in writing authorized representatives to act for him. Wherever any provision of the Contract Documents specifies an individual or organization, whether governmental or private, to perform any act on behalf of or in the interests of the Borough, that individual or organization shall be deemed to be the Contracting Officer's authorized representative under this Contract but only to the extent so specified. The Contracting Officer may, at any time during the performance of this Contract, vest in any such authorized representatives additional power and authority to act for the Contracting Officer or designate additional representatives, specifying the extent of their authority to act for the Contracting Officer; a copy of each document vesting additional authority in or removing that authority from an authorized representative or designating an additional authorized representative shall be furnished to the Contractor. The Borough Manager reserves the right to appoint a new Contracting Officer without affecting any of the Contractor's obligations to the Borough under this Contract. 2.1.2 The Contractor shall perform the Work in accordance with any written order (including but not limited to instruction, direction, interpretation or determination) issued by an authorized representative in accordance with the authorized representative's authority to act for the Contracting Officer. The Contractor assumes all the risk and consequences of performing the Work in accordance with any order (including but not limited to instruction, direction, interpretation or determination) of anyone not authorized to issue such order, and of any order not in writing. 2.1.3 Should the Contracting Officer or his authorized representative designate Consultant(s) to act for the Borough as provided for in Paragraph 2.1.1, the performance or nonperformance of the Consultant under such authority to act, shall not give rise to any contractual obligation or duty of the Consultant to the Contractor, any Subcontractor, any Supplier; or any other organization performing any of the Work or any Surety representing them. 2.2 Evaluations by Contracting Officer: 2.2.1 The Contracting Officer will decide all questions which may arise as to: a. Quality and acceptability of materials furnished; b. Quality and acceptability of Work performed; C. Compliance with schedule of progress; KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-9 d. Interpretation of the schedule of progress; e. Acceptable fulfillment of the Contract on the part of the Contractor. 2.2.2 In order to avoid cumbersome terms and confusing repetition of expressions in the Contract Documents the terms "as required," "as approved" or terms of like effect or import are used, or the adjectives "reasonable," "suitable," "acceptable," "proper" or "satisfactory" or adjectives of like effect or import are used it shall be understood as if the expression were followed by the words "the Contracting Officer." When such terms are used to describe a requirement, direction, review or judgment of the Contracting Officer as to the Work, it is intended that such requirement, direction, review or judgment will be solely to evaluate the Work for compliance with the Contract Documents (unless there is a specific statement indicating otherwise). 2.2.3 The use of any such term or adjective shall not be effective to assign to the Borough any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of paragraphs 2.3 or 2.4. 2.3 Means and Methods: The means, methods, techniques, sequences or procedures of construction, or safety precautions and the program incident thereto, and the failure to perform or furnish the Work in accordance with the Contract Documents are the sole responsibility of the Contractor. 2.4 The Contracting Officer may make visits to the site and approved remote storage sites at intervals appropriate to the various stages of construction to observe the progress and quality of the executed Work and to determine, in general, if the Work is proceeding in accordance with the Contract Documents. Such observations or the lack of such observations shall in no way relieve the Contractor from his duty to perform the Work in accordance with the Contract Documents. ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.1 Incomplete Contract Documents: The submission of a bid by the Bidder is considered a representation that the Bidder examined the Contract Documents to make certain that all sheets and pages were provided and that the Bidder is satisfied as to the conditions to be encountered in performing the Work. The Borough expressly denies any responsibility or liability for a bid submitted on the basis of an incomplete set of Contract Documents. 3.2 Copies of Contract Documents: The Borough will provide electronic copies of Contract Documents. Contractor is responsible for furnishing all needed hard copies of Contract Documents at its own expense. 3.3 Scope of Work: The Contract Documents comprise the entire Contract between the Borough and the Contractor concerning the Work. The Contract Documents are complementary; what is called for by one is as KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-10 binding as if called for by all. The Contract Documents will be construed in accordance with the Regulatory Requirements of the place of the Project. It is specifically agreed between the parties executing this Contract that it is not intended by any of the provisions of the Contract to create in the public or any member thereof a third party benefit, or to authorize anyone not a party to this Contract to maintain a suit pursuant to the terms or provisions of the Contract. 3.4 Intent of Contract Documents: 3.4.1 It is the intent of the Contract Documents to describe a functionally complete Project to be constructed in accordance with the Contract Documents. Any work, materials or equipment that may reasonably be inferred from the Contract Documents as being required to produce the intended result will be supplied, without any adjustment in Contract Price or Contract Time, whether or not specifically called for. 3.4.2 Reference to standard Specifications, manuals or codes of any technical society, organization or association, or to the Regulatory Requirements of any governmental authority, whether such reference be specific or by implication, shall mean the edition stated in the Contract Documents or if not stated the latest standard specification, manual, code or Regulatory Requirements in effect at the time of Advertisement for the Project (or, on the Effective Date of the Contract if there was no Advertisement). However, no provision of any referenced standard specification, manual or code (whether or not specifically incorporated by reference in the Contract Documents) shall be effective to change the duties and responsibilities of the Borough and the Contractor, or any of their consultants, agents or employees from those set forth in the Contract Documents, nor shall it be effective to assign to the Borough or any of the Borough's Consultants, agents or employees, any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of paragraphs 2.3 or 2.4. 3.5 Discrepancy in Contract Documents: 3.5.1 Before undertaking the Work, the Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures, and dimensions shown thereon and all applicable field measurements. Work in the area by the Contractor shall imply verification of figures, dimensions and field measurements. If, during the above study or during the performance of the Work, the Contractor finds a conflict, error, discrepancy or omission in the Contract Documents and any standard specification, manual, code, or Regulatory Requirement which affects the Work, the Contractor shall promptly report such discrepancy in writing to the Contracting Officer. The Contractor shall obtain a written interpretation or clarification from the Contracting Officer before proceeding with any Work affected thereby. Any adjustment made by the Contractor without this determination shall be at its own risk and expense. However, the Contractor shall not be liable to the Borough for failure to report any conflict, error or discrepancy in the Contract Documents unless the Contractor had actual knowledge thereof or should reasonably have known thereof. 3.5.2 Discrepancy - Order of Precedence: When conflicts, errors, or discrepancies within the Contract Documents exist, the order precedence from most governing to least governing will be as follows: KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-11 Supplementary Conditions General Conditions Technical Specifications Drawings (recorded dimensions will govern over scaled dimensions, large scale details over small scale, schedules over plans, structural drawings and mechanical and electrical drawings over architectural drawings) 3.6 Clarifications and Interpretations (RFIs): The Contracting Officer will issue with reasonable promptness such written clarifications or interpretations of the requirements of the Contract Documents as the Contracting Officer may determine necessary, which shall be consistent with or reasonably inferable from the overall intent of the Contract Documents. A. RFIs shall originate with Contractor and be submitted simultaneously to the Contracting Officer and the Architect. RFIs submitted by entities other than Contractor will be returned with no response. Contractor shall coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors. B. Each RFI is to include a detailed, legible description of item needing interpretation and the following: 1. Project name. 2. Date. 3. Name of Contractor. 4. RFI number, numbered sequentially. 5. Specification Section number and title and related paragraphs, as appropriate. 6. Drawing number and detail references, as appropriate. 7. Requested response date if other than allowed by this Section. 8. Field dimensions and conditions, as appropriate. 9. Contractor's suggested solution(s). If Contractor's solution(s) impact the Contract Time or the Contract Price, Contractor shall state impact in the RFI. 10. Name of person preparing RFI for Contractor. 11. Space for Architect's response. 12. Space for name of person preparing response for subconsultation. 13. Space for person reviewing response for Architect. 14. Date of Architect's response. 15. Space for listing Architect's response attachments, if any. 16. Contractor Attachments: Include drawings, descriptions, measurements, photos, Product Data, Shop Drawings, and other information necessary to fully describe items needing interpretation. 17. Architect's Attachments: Architect may attach drawings, descriptions, measurements, photos, Product data, Shop Drawings, and other information necessary to fully describe items needing interpretation. C. Architect's Action: Architect will review each RFI, determine action required, and return it to the Contracting Officer. Allow seven working days for Architect's response for each RFI. RFIs KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-12 received after 1:00 p.m. will be considered as received the following working day. Architect may request additional information, in which case Architect's time for response will start again. D. On receipt of Contracting Officer's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Contracting Officer within 72 hours if Contractor disagrees with response. 1. The following RFIs will be returned without action: a. Requests for approval of submittals. b. Requests for approval of substitutions. C. Requests for adjustments in the Contract Time or the Contract Price. d. Requests for interpretation of Architect's actions on submittals. e. Incomplete RFIs or RFIs with numerous errors. 2. Contracting Officer's action on RFIs that may result in a change to the Contract Time or the Contract Price may be eligible for Contractor to submit a Change Order request. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Price, notify Contracting Officer in writing within 10 days of receipt of the RFI response. E. RFI Log: Prepare, maintain on-site, a hard copy tabular log of RFIs organized by the RFI number. Log shall include identification of related Contract change document and Proposal Request as appropriate. 3.7 Ownership and Reuse of Documents: Neither the Contractor nor any Subcontractor, or Supplier or other person or organization performing or furnishing any of the Work under a direct or indirect contract with the Borough shall have or acquire any title to or ownership rights in any of the Contract Documents on extensions of the Project or any other project without written consent of the Contracting Officer. Contract Documents prepared by the Contractor in connection with the Work shall become the property of the Borough. ARTICLE 4 - LANDS AND PHYSICAL CONDITIONS 4.1 Availability of Lands: The Borough shall furnish as indicated in the Contract Documents, the lands upon which the Work is to be performed, rights-of-way and easements for access thereto, and such other lands which are designated for use of the Contractor in connection with the Work. Easements for permanent structures or permanent changes in existing facilities will be obtained and paid for by the Borough, unless otherwise provided in the Contract Documents. The Contractor shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. 4.2 Visit to Site: KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-13 The submission of a bid by the Contractor is considered a representation that the Contractor has visited and carefully examined the site and is satisfied as to the conditions to be encountered in performing the Work and as to the requirements of the Contract Documents. 4.3 Explorations and Reports: Reference is made to the Supplementary Conditions for identification of those reports of explorations and tests of subsurface conditions at the site that have been utilized by the Borough in preparation of the Contract Documents. The Contractor may for its purposes rely upon the accuracy of the factual data contained in such reports, but not upon interpretations or opinions drawn from such factual data contained therein or for the completeness or sufficiency thereof. Except as indicated in the immediately preceding sentence and in paragraphs 4.4 and 9.9, Contractor shall have full responsibility with respect to surface and subsurface conditions at the site. 4.4 Utilities: 4.4.1 The horizontal and vertical locations of known underground utilities as shown or indicated by the Contract Documents are approximate and are based on information and data furnished to the Borough by the owners of such underground utilities. 4.4.2 The Contractor shall have full responsibility for: a. Reviewing and checking all information and data concerning utilities. b. Locating all underground utilities shown or indicated in the Contract Documents which are affected by the Work. C. Coordination of the Work with the owners of all utilities during construction. d. Safety and protection of all utilities as provided in paragraph 6.17. e. Repair of any damage to utilities resulting from the Work in accordance with 4.4.4 and 4.5. 4.4.3 If Work is to be performed by any utility owner, the Contractor shall cooperate with such owners to facilitate the Work. 4.4.4 In the event of interruption to any utility service as a result of accidental breakage or as result of being exposed or unsupported, the Contractor shall promptly notify the utility owner and the Contracting Officer. If service is interrupted, repair work shall be continuous until the service is restored. No Work shall be undertaken around fire hydrants until provisions for continued service has been approved by the local fire authority. 4.5 Damaged Utilities: When utilities are damaged by the Contractor, the utility owner shall have the choice of repairing the utility or having the Contractor repair the utility. In the following circumstances, the Contractor shall reimburse the utility owner for repair costs or provide at no cost to the utility owner or the Borough, all materials, equipment and labor necessary to complete repair of the damage: a. When the utility is shown or indicated in the Contract Documents. b. When the utility has been located by the utility owner. KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-14 C. When no locate was requested by the Contractor for utilities shown or indicated in the Contract Documents. d. All visible utilities. e. When the Contractor could have, otherwise, reasonably been expected to be aware of such utility. 4.6 Utilities Not Shown or Indicated: If, while directly performing the Work, an underground utility is uncovered or revealed at the site which was not shown or indicated in the Contract Documents and which the Contractor could not reasonably have been expected to be aware of, the Contractor shall, promptly after becoming aware thereof and before performing any Work affected thereby (except in an emergency as permitted by paragraph 6.19) identify the owner of such underground utility and give written notice thereof to that owner and to the Contracting Officer. The Contracting Officer will promptly review the underground utility to determine the extent to which the Contract Documents and the Work should be modified to reflect the impacts of the discovered utility. The Contract Documents will be amended or supplemented in accordance with paragraph 9.2 and to the extent necessary through the issuance of a change document by the Contracting Officer. During such time, the Contractor shall be responsible for the safety and protection of such underground utility as provided in paragraph 6.17. The Contractor may be allowed an increase in the Contract Price or an extension of the Contract Time, or both, to the extent that they are directly attributable to the existence of any underground utility that was not shown or indicated in the Contract Documents and which they Contractor could not reasonably have been expected to be aware of. 4.7 Survey Control: The Borough will identify sufficient horizontal and vertical control data to enable the Contractor to survey and layout the Work. All survey work shall be performed under the direct supervision of a registered land surveyor who is experienced in providing land -surveying services in Alaska of the kind indicated when required by paragraph 7.8. Copies of all survey notes will be provided the Borough on a weekly basis with variations between the Contract Documents and actual field conditions identified. Survey notes are to be in a format acceptable to the Borough. One Mylar copy of the final survey signed by the surveyor and one electronic CAD copy will be submitted. 4.8 Responsibility for Damages and Repair by Contractor: The Contractor shall be responsible for all damages to property, injury to persons, and loss, expense, inconvenience, and delay that may be caused by or that may result from any act, omission, or neglect of the Contractor, its Subcontractors, or its employees in the performance of the Work. It is specifically understood between the parties executing the Contract that the Contract Documents do not make anyone a third -party beneficiary, nor does the Contract authorize anyone not a party to maintain a lawsuit for personal injuries or property damage. All damage and injury to property that is caused by that results from the carrying out/of the Work, or from any act, omission, or neglect of the Contractor, its Subcontractors, or its employees, shall promptly be remedied by the Contractor either by the repairing, rebuilding, or replacing of the property damaged or in some other manner satisfactory to the owner of such property. In case of failure on the part of the Contractor to promptly and satisfactorily remedy such damage or injury, within a period of time as stated in written notice by the Borough, the Borough may proceed to repair, rebuild, or replace such KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 00 7100 -15 property as required and the cost thereof will be deducted from any monies due or which may become due to the Contractor. In applying the above provisions, the repairing, rebuilding, or replacing of damaged property shall be understood to include the providing of any temporary facilities that may be needed to maintain normal service until the required repairing, rebuilding or replacing is accomplished. ARTICLE 5 - BONDS. INSURANCE. AND INDEMNIFICATION 5.1 Delivery of Bonds: When the Contractor delivers the executed Contract to the Contracting Officer, the Contractor shall also deliver to the Contracting Officer such bonds as the Contractor may be required to furnish in accordance with paragraph 5.2. 5.2 Bonds: The Contractor shall furnish Performance and Payment Bonds, each in an amount as shown on the Contract as security for the faithful performance and payment of all Contractor's obligations under the Contract Documents. These bonds shall remain in effect for one year after the date of Final Acceptance and until all obligations under this Contract, except special guarantees as per 12.7, have been met. All bonds shall be furnished on forms provided by the Borough (or copies thereof) and shall be executed by such Sureties as are authorized to do business in the State of Alaska and whose financial rating is acceptable to KIB. The Contracting Officer may at his option copy the Surety with notice of any potential default or liability. At the option of the Contractor, bonds may be provided by individual Surety the adequacy of which shall be determined by the Contracting Officer. Any costs incurred by the Contractor or individual Surety shall be borne by the Contractor. Where individual Sureties are used, two individual Sureties must each provide the Borough with security equal to the amount of each bond by an Escrow account in the name of the Borough for the duration of the Contract. Acceptable securities would include, but not necessarily be limited to: cash; treasury notes; bearer instruments having a specific value, or money market certificates. 5.3 Replacement of Bond and Surety: If the Surety on any bond furnished in connection with this Contract is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of paragraph 5.2, or otherwise becomes unacceptable to the Borough, or if any such Surety fails to furnish reports as to its financial condition as requested by the Borough, the Contractor shall within five days thereafter substitute another bond and Surety, both of which must be acceptable to Borough. An individual Surety may be replaced by a corporate Surety during the course of the Contract period. If the Surety desires to dispose of the collateral posted, the Borough may, at its option, accept substitute collateral. 5.4 Insurance Requirements: KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-16 5.4.1 The Contractor shall provide evidence of insurance with an insurance carrier or carriers satisfactory to the Borough covering injury to persons and property suffered by the Borough or by a third party as a result of operations under this Contract by the Contractor or by any subcontractor. The Contractor's insurance shall provide protection against injuries to all employees of the Contractor and the employees of any subcontractor engaged in work under this Contract. All insurance policies shall be issued by insurers that (i) are permitted to transact the business of insurance in the Borough under AS 21 and (ii) have a financial rating acceptable to the Borough. The Contractor shall notify the Borough, in writing, at least 60 days before cancellation of any coverage or reduction in any limits of liability. Additional insurance requirements specific to this contract are contained in the Special Provisions, when applicable. 5.4.2 The Contractor shall maintain the following policies of insurance with the specified minimum coverages and limits in force at all times during the performance of the Contract: 1. Workers' Compensation: As required by AS 23.30.045, for all employees of the Contractor engaged in work under this Contract. The Contractor shall be responsible for Workers' Compensation Insurance for any subcontractor who performs work under this Contract. The coverage shall include: a. Waiver of subrogation against the Borough; b. Employer's Liability Protection at $500,000 each accident/each employee and $500,000 policy limit; C. United States Longshore and Harbor Workers' Act Endorsement, whenever the work involves activity over or about navigable water; and d. Maritime Employer's Liability (Jones Act) Endorsement with a minimum limit of $1,000,000, whenever the work involves activity from or on a vessel on navigable water. 2. Commercial General Liability: on an occurrence policy form covering all operations with combined single limits not less than: a. $1,000,000 Each Occurrence; b. $1,000,000 Personal Injury; C. $2,000,000 General Aggregate; and d. $2,000,000 Products -Completed Operations Aggregate. 3. Automobile Liability: covering all vehicles used in Contract work, with combined single limits not less than $1,000,000 each occurrence. 4. Umbrella Coverage: for Contract amounts over $5,000,000 not less than $5,000,000 umbrella or excess liability. Umbrella or excess policy shall include products liability completed operations coverage and may be subject to $5,000,000 aggregate limits. Further, the umbrella or excess policy shall contain a clause stating that it takes effect (drops down) in the event the primary limits are impaired or exhausted. The Borough shall be named as an additional insured on policies required by paragraphs 2 thru 4 above. All of the above insurance coverages shall be considered to be primary and noncontributory to any other insurance carried by the Borough, whether through self-insurance or otherwise. KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-17 In any contract or agreement with subcontractors performing work, the Contractor shall require that all indemnities and waivers of subrogation it obtains, and any stipulation to be named as an additional insured it obtains, shall also be extended to waive rights of subrogation against the Borough and to add the Borough as an additional named indemnitee and as an additional insured. The apparent low bidder shall furnish evidence of insurance to the Borough before award of the Contract. The evidence shall be issued to the Borough and shall be a certificate of insurance the policy declaration page with all required endorsements attached and must: 1. Denote the type, amount, and class of operations covered; 2. Show the effective (and retroactive) dates of the policy; 3. Show the expiration date of the policy; 4. Include all required endorsements; 5. Be executed by the carrier's representative; and 6. If a certificate of insurance, include the following statement: "This is to certify that the policies described herein comply with all aspects of the insurance requirements of (project Name and Number). The insurance carrier agrees that it shall notify the Borough, in writing, at least 60 days before cancellation of any coverage or reduction in any limits of liability." The Borough's acceptance of deficient evidence of insurance does not constitute a waiver of Contract requirements. Failure to maintain the specified insurance or to provide substitute insurance if an insurance carrier becomes insolvent, is placed in receivership, declares bankruptcy, or cancels a policy may be grounds for withholding Contract payments until substitute insurance is obtained, and may, in the Borough's discretion, be sufficient grounds for declaring the Contractor in default. 5.4.3 Evidence, consisting of a certificate of insurance or the policy declaration page with required endorsements attached thereto -- all of which have been executed by the insurer's representative and issued to the Borough, shall denote the type, amount, class of operations covered, effective (and retroactive) dates, and dates of expiration of policies. Evidence pertaining to Worker's Compensation, General Liability, or Automobile Liability is required for Awards. All other coverages shall be evidenced prior to commencement of Work. Acceptance by the Borough of deficient evidence does not constitute a waiver of Contract requirements as provided for by the Conditions of the Contract. If a certificate is submitted as evidence it shall contain the following statement: "This is to certify that the policies described hereto comply with all aspects of the insurance requirements of (Contract Name and Number and Project Number)." 5.5 Indemnification: The Contractor shall indemnify, save harmless, and defend the Borough and its agents and its employees from any and all claims or actions for injuries or damages sustained by any person or property arising directly or indirectly from the construction or the Contractor's performance of this Contract; however, KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 00 7100 -18 this provision has no effect if, but only if, the sole proximate cause of the injury or damage is the Borough's gross negligence. ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES 6.1 Supervision of Work: The Contractor shall supervise and direct the Work competently and efficiently, devoting such attention thereto and apply such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. All Work under this Contract shall be performed in a skillful and workmanlike manner. The Contractor shall be solely responsible for the means, methods, techniques, sequences and procedures of construction. 6.2 Superintendence by Contractor: The Contractor shall keep on the Work at all times during its progress a competent resident superintendent. The Contracting Officer shall be advised in writing of the superintendent's name, local address, and telephone number. This written advice is to be kept current until Final Acceptance by the Borough. The superintendent will be the Contractor's representative at the site and shall have full authority to act and sign documents on behalf of the Contractor. All communications given to the superintendent shall be as binding as if given to the Contractor. The Contractor shall cooperate with the Contracting Officer in every way possible. 6.3 Character of Workers: The Contractor shall provide a sufficient number of competent, suitably qualified personnel to survey and lay out the Work and perform construction as required by the Contract Documents. The Contractor shall at all times maintain good discipline and order at the site. The Contracting Officer may, in writing, require the Contractor to remove from the Work any employee the Contracting Officer deems incompetent, careless, or otherwise detrimental to the progress of the Work, but the Contracting Officer shall have no duty to exercise this right. 6.4 Contractor to Furnish: Unless otherwise specified in the General Requirements, the Contractor shall furnish and assume full responsibility for all materials, equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities and all other facilities and incidentals necessary for the furnishing, performance, testing, start-up and completion of the Work. 6.5 Materials and Equipment: All materials and equipment shall be of specified quality and new, except as otherwise provided in the Contract Documents. If required by the Contracting Officer, the Contractor shall furnish satisfactory evidence (including reports of required tests) as to the kind and quality of materials and equipment. All materials and equipment shall be applied, installed, connected, erected, used, cleaned, and conditioned in accordance with the instructions of the applicable Supplier except as otherwise provided in the Contract Documents. But no provision of any such instructions will be effective to assign to the Borough or any of the Borough's Consultants, agents or employees, any duty or authority to supervise or direct KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 00 7100 -19 the furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of paragraphs 2.3 or 2.4. 6.6 Anticipated Schedules: 6.6.1 Within 10 working days following the Notice to Proceed the Contractor shall submit to the Contracting Officer for review an anticipated progress schedule indicating the starting and completion dates of the various stages of the Work. 6.6.2 Within 10 working days after the date of the Notice to Proceed, the Contractor shall submit to the Contracting Officer for review anticipated schedule of Shop Drawing submissions and a Schedule of Values. 6.6.3 The Schedule of Values for all of the Work will include quantities and prices of items aggregating the Contract Price and will subdivide the Work into component parts in sufficient detail to serve as the basis for progress payments during construction. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work which will be confirmed in writing by the Contractor at the time of submission. Contractor will use the Technical Specifications table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification Section. 1. Identification: Include the following Project identification on the Schedule of Values: a. Project name and location. b. Name of Contracting Officer. C. Project number. d. Contractor's name and address. e. Date of submittal. 2. Submit draft of AIA Document G703 Continuation Sheets or document containing such information. 3. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed: a. Related Specification Section or Division. b. Description of the Work. C. Change Orders (numbers) that affect value. d. Dollar value. 1) Percentage of the Contract Price to nearest one-hundredth percent, adjusted to total 100 percent. 4. Provide a breakdown of the Contract Price in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Provide several line items for principal subcontract amounts, where appropriate. Include separate line items under required principal subcontracts for operation and maintenance manuals, punch list activities, Project record documents, and demonstration and training in the amount of 10 percent of the Contract Price. KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-20 5. Round amounts to nearest whole dollar; total shall equal the Contract Price. 6. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed. Differentiate between items stored on-site and items stored off-site. If specified, include evidence of insurance or bonded warehousing. 7. Provide separate line items in the Schedule of Values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work. 8. Allowances: Provide a separate line item in the Schedule of Values for each allowance. Show line -item value of unit -cost allowances, as a product of the unit cost, multiplied by measured quantity. Use information indicated in the Contract Documents to determine quantities. 9. Each item in the Schedule of Values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item. Temporary facilities and other major cost items that are not direct cost of actual work- in -place may be shown either as separate line items in the Schedule of Values or distributed as general overhead expense, at Contractor's option. 10. Schedule Updating: Update and resubmit the Schedule of Values before the next Applications for Payment when Change Orders result in a change in the Contract Price. 6.7 Finalizing Schedules: Prior to processing the first Application for Payment, the Contracting Officer and the Contractor will finalize schedules required by paragraph 6.6. The finalized progress schedule will be acceptable to the Borough as providing information related to the orderly progression of the Work to completion within the Contract Time; but such acceptance will neither impose on the Borough nor relieve the Contractor from full responsibility for the progress or scheduling of the Work. If accepted, the finalized schedule of Shop Drawings and other required submissions will be acceptable to the Borough as providing a workable arrangement for processing the submissions. If accepted, the finalized Schedule of Values will be acceptable to the Borough as an approximation of anticipated value of Work accomplished over the anticipated Contract Time. Receipt and acceptance of a schedule submitted by the Contractor shall not be construed to assign responsibility for performance or contingencies to the Borough or relieve the Contractor of his responsibility to adjust his forces, equipment, and work schedules as may be necessary to insure completion of the Work within prescribed Contract Time. Should the prosecution of the Work be discontinued for any reason, the Contractor shall notify the Contracting Officer at least 24 hours in advance of resuming operations. 6.8 Adjusting Schedules: Upon substantial change to the schedule or upon request, the Contractor shall submit to the Contracting Officer for acceptance (to the extent indicated in paragraph 6.7 and the General Requirements) adjustments in the schedules to reflect the actual present and anticipated progress of the Work. KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-21 6.9 Substitutes or "Or Equal" Items: 6.9.1 Whenever materials or equipment are specified or described in the Contract Documents by using the name of a propriety item or the name of a particular Supplier, the naming of the item is intended to establish the type, function and quality required. Unless the name is followed by words indicating that no substitution is permitted, materials or equipment of other Suppliers may be accepted by the Contracting Officer only if sufficient information is submitted by the Contractor which clearly demonstrates to the Contracting Officer that the material or equipment proposed is equivalent or equal in all aspects to that named. The procedure for review by the Contracting Officer will include the following: 6.9.2 Requests for review of substitute items of material and equipment will not be accepted by the Contracting Officer from anyone other than the Contractor. If the Contractor wishes to furnish or use a substitute item of material or equipment, the Contractor shall make written application to the Contracting Officer for acceptance thereof, certifying that the proposed substitute will perform adequately the functions and achieve the results called for by the general design, be similar and of equal substance to that specified and be suited to the same use as the specified. The application will state that the evaluation and acceptance of the proposed substitute will not delay the Contractor's achievement of Substantial Completion on time, whether or not acceptance of the substitute for use in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with the Borough or Work on the Project) to adapt the design to the proposed substitute and whether or not incorporation or use of the substitute in connection with the Work is subject to payment of any license fee or royalty. In addition the Contracting Officer will consider whether: 1. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Consultants for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations. 2. Requested substitution does not require extensive revisions to the Contract Documents. 3. Requested substitution is consistent with the Contract Documents and will produce indicated results. 4. Substitution request is fully documented and properly submitted. S. Requested substitution will not adversely affect Contractor's Construction Schedule. 6. Requested substitution has received necessary approvals of authorities having jurisdiction. 7. Requested substitution is compatible with other portions of the Work. 8. Requested substitution has been coordinated with other portions of the Work. 9. Requested substitution provides specified warranty. 6.9.3 The Contractor shall submit three copies of each substitution request for consideration, identifying each product or fabrication or installation method to be replaced and including Specification Section number and title and Contract Drawing numbers and titles. Show compliance with requirements for substitutions and the following as applicable: a. Statement indicating why specified material or product cannot or should not be provided. KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-22 b. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by Owner and separate contractors, that will be necessary to accommodate proposed substitution. C. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, and specific features and requirements indicated. d. Product data, including drawings and descriptions of products and fabrication and installation procedures. e. Samples, where applicable or requested. f. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners. g. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated. h. Research/evaluation reports evidencing compliance with building code in effect for Project, from a model code organization acceptable to authorities having jurisdiction. i. Detailed comparison of Contractor's Construction Schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating lack of availability or delays in delivery. j. Cost information, including a proposal of change, if any, in the Contract Price. k. Contractor's certification that proposed substitution complies with requirements in the Contract Documents and is appropriate for applications indicated. I. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results. 6.9.4 All variations of the proposed substitute from that specified will be identified in the application and available maintenance, repair and replacement service will be indicated. The application will also contain an itemized estimate of all costs that will result directly or indirectly from acceptance of such substitute, including costs of redesign and claims of other contractors affected by the resulting change, all of which shall be considered by the Borough in evaluating the proposed substitute. The Borough may require the Contractor to furnish at the Contractor's expense additional data about the proposed substitute. The Contracting Officer may reject any substitution which the Contracting Officer determines is not in the best interest of the Borough. 6.9.5 Substitute Technique and Sequence: If a specific technique, sequence or procedure of construction is indicated in or required by the Contract Documents, the Contractor may furnish or utilize a substitute sequence, technique or procedure of construction acceptable to the Contracting Officer, if the Contractor submits sufficient information to allow the Contracting Officer to determine that the substitute proposed is equivalent to that indicated or required by the Contract Documents. The procedure for review by the Contracting Officer will be similar to that provided in paragraph 6.9 as applied by the Contracting Officer and as may be supplemented in the General Requirements. 6.9.6 Evaluation of Substitution: KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-23 Contracting Officer may request additional information or documentation for evaluation within seven days of receipt of a request for substitution. Contracting Officer will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or 7 days of receipt of additional information or documentation, whichever is later. Use product specified if Contracting Officer cannot make a decision on use of a proposed substitution within time allocated. The Contracting Officer will be the sole judge of acceptability, and no substitute will be ordered, installed or utilized without the Contracting Officer's prior written acceptance which will be evidenced by either a Change Order or a Shop Drawing approved in accordance with paragraphs 6.20 and 6.21. The Contracting Officer may require the Contractor to furnish at the Contractor's expense a special performance guarantee or other Surety with respect to any substitute. 6.10 Reserved. 6.11 Reserved. 6.12 Dividing the Work: The divisions and section of the Specifications and the identifications of any Drawings shall not control the Contractor in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. 6.13 Subcontractors: The Contractor may utilize the service of licensed specialty Subcontractors on those parts of the Work which, under normal contracting practices, are performed by licensed specialty Subcontractors, in accordance with the following conditions: 6.13.1 The Contractor shall not award any Work to any Subcontractor without prior written approval of the Contracting Officer. This approval will not be given until the Contractor submits to the Contracting Officer a written statement concerning the proposed award to the Subcontractor which shall contain required Equal Employment Opportunity documents, evidence of insurance whose limits are acceptable to the Contractor, and an executed copy of the subcontract. All subcontracts submitted for approval must contain provisions for payment for Work done by the Subcontractor within seven days of receipt of payment by the Contractor. No acceptance by the Contracting Officer of any such Subcontractor shall constitute a waiver of any right of the Borough to reject Defective Work. 6.13.2 All Work performed for Contractor by a Subcontractor will be pursuant to an appropriate written agreement between Contractor and the Subcontractor which specifically binds the Subcontractor to the applicable terms and conditions of the Contract Documents for the benefit of the Borough and contains waiver provisions as required by paragraph 13.17 and termination provisions as required by Article 14. 6.13.4 Nothing in the Contract Documents shall create any contractual relationship between the Borough and any such Subcontractor, Supplier or other person or organization, nor shall it create any obligation on the part of the Borough to pay or to see to the payment of any moneys due any such Subcontractor, Supplier or other person or organization except as may otherwise be required by Regulatory Requirements. The Borough will not undertake to settle any differences between or among the Contractor, Subcontractors, or Suppliers. KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-24 6.13.5 The Contractor and Subcontractors shall coordinate their work and cooperate with other trades so to facilitate general progress of Work. Each trade shall afford other trades every reasonable opportunity for installation of their work and storage of materials. If cooperative work of one trade must be altered due to lack of proper supervision or failure to make proper provisions in time by another trade, such conditions shall be remedied by the Contractor with no change in Contract Price or Contract Time. 6.13.6 The Contractor shall include on his own payrolls any person or persons working on this Contract who are not covered by written subcontract, and shall ensure that all Subcontractors include on their payrolls all person performing work under the direction of the Subcontractor. 6.14 Use of Premises: The Contractor shall confine construction equipment, the storage of materials and equipment and the operations of workers to the Project limits and approved remote storage sites and lands and areas identified in and permitted by the Contract Drawings, Regulatory Requirements, rights-of-way, permits and easements, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. The Contractor shall not disturb portions of the Project site beyond areas in which the Work is indicated. The Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof or of any land areas contiguous thereto, resulting from the performance of the Work. Should any claim be made against the Borough by any such owner or occupant because of the performance of the Work, the Contractor shall hold the Borough harmless. 6.15 Structural Loading: The Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall the Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.16 Record Documents: The Contractor shall maintain in a safe place at the site one record copy of all Drawings, Specifications, Addenda, Directives, Change Orders, Supplemental Agreements, and written interpretations and clarifications (issued pursuant to paragraph 3.6) in good order and annotated to show all changes made during construction. These record documents together with all approved samples and a counterpart of all approved Shop Drawings will be available to the Contracting Officer for reference and copying. Upon completion of the Work, the annotated record documents, samples and Shop Drawings shall be delivered to the Contracting Officer. Record documents shall accurately record variations in the Work which vary from requirements shown or indicated in the Contract Documents. 6.17 Safety and Protection: The Contractor alone shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. The Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 6.17.1 All employees on the Work and other persons and organizations who may be affected thereby; KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-25 6.17.2 All the Work and materials and equipment to be incorporated therein, whether in storage on or of the site; 6.17.3 Other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, and utilities not designated for removal, relocation or replacement in the course of construction. The Contractor shall comply with all applicable Regulatory Requirements of any public body having jurisdiction for the safety of persons or property or to protect them from damage, injury or loss and shall erect and maintain all necessary safeguards for such safety and protection. The Contractor shall notify owners of adjacent property and utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation and replacement of their property. All damage, injury or loss to any property caused, directly or indirectly, in whole or in part, by the Contractor, any Subcontractor, Supplier or any other person or organization directly or indirectly employed by any of them to perform or furnish any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, shall be remedied by the Contractor with no change in Contract Price or Contract Time except as stated in paragraph 4.6, except damage or loss attributable to unforeseeable causes beyond the control of and without the fault or negligence of the Contractor, including but not restricted to acts of God, of the public enemy or governmental authorities. The Contractor's duties and responsibilities for the safety and protection of the Work shall continue until Final Acceptance (except as otherwise expressly provided in connection with Substantial Completion). 6.18 Safety Representative: The Contractor shall designate a responsible safety representative at the site. This person shall be the Contractor's superintendent unless otherwise designated in writing by the Contractor to the Contracting Officer. The Contractor shall hold weekly safety meetings and shall provide reports and minutes of each meeting to the Contracting Officer prior to the next meeting. 6.19 Emergencies: In emergencies affecting the safety or protection of persons or the Work or property at the site or adjacent thereto, the Contractor, without special instruction or authorization from the Borough, is obligated to act to prevent threatened damage, injury or loss. The Contractor shall give the Contracting Officer prompt written notice if the Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If the Borough determines that a change in the Contract Documents is required because of the action taken in response to an emergency, a change will be authorized by one of the methods indicated in paragraph 9.2, as determined appropriate by the Contracting Officer. 6.20 Shop Drawings and Samples: After checking and verifying all field measurements and after complying with applicable procedures specified in the General Requirements, the Contractor shall submit to the Contracting Officer for review and approval in accordance with the accepted schedule of Shop Drawing submissions the required number of all Shop Drawings, which will bear a stamp or specific written indication that the Contractor has satisfied Contractor's responsibilities under the Contract Documents with respect to the review of the submission. All submissions will be identified as the Contracting Officer may require. The data shown on the Shop Drawings will be identified as the Contracting Officer may require. The data shown KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-26 on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials and similar data to enable the Contracting Officer to review the information as required. 6.20.2 The Contractor shall also submit to the Contracting Officer for review and approval with such promptness as to cause no delay in Work, all samples required by the Contract Documents. All samples will have been checked by and accompanied by a specific written indication that the Contractor has satisfied Contractor's responsibilities under the Contract Documents with respect to the review of the submission and will be identified clearly as to material, Supplier, pertinent data such as catalog numbers and the use for which intended. 6.20.3 Before submission of each Shop Drawing or sample the Contractor shall have determined and verified all quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers and similar with respect thereto and reviewed or coordinated each Shop Drawing or samples with other Shop Drawings and samples and with the requirements of the Work and the Contract Documents. 6.20.4 At the time of each submission the Contractor shall give the Contracting Officer specific written notice of each variation that the Shop Drawings or samples may have from the requirements of the Contract Documents, and in addition, shall cause a specific notation to be made on each Shop Drawing submitted to the Contracting Officer for review and approval of each such variation. All variations of the proposed shop drawing from that specified will be identified in the submission and available maintenance, repair and replacement service will be indicated. The submittal will also contain an itemized estimate of all costs that will result directly or indirectly from acceptance of such variation, including costs of redesign and claims of other Contractors affected by the resulting change, all of which shall be considered by the Borough in evaluating the proposed variation. If the variation may result in a change of Contract Time or Price, or Contract responsibility, and is not minor in nature; the Contractor must submit a written request for Change Order with the variation to notify the Borough of its intent. The Borough may require the Contractor to furnish at the Contractor's expense additional data about the proposed variation. The Contracting Officer may reject any variation request which the Contracting Officer determines is not in the best interest of the Borough. 6.21 Shop Drawing and Sample Review: 6.21.1 The Contracting Officer will review with reasonable promptness Shop Drawings and samples, but the Contracting Officer's review will be only for conformance with the design concept of the Project and for compliance with the information given in the Contract Documents and shall not extend to means, methods, techniques, sequences or procedures of construction (except where a specific means, method, technique, sequence or procedure of construction is indicated in or required by the Contract Documents) or to safety precautions or programs incident thereto. The review of a separate item as such will not indicate acceptance of the assembly in which the item functions. The Contractor shall make corrections required by the Contracting Officer and shall return the required number of corrected copies of Shop Drawings and submit as required new samples for review. The Contractor shall direct specific attention in writing to revisions other than the corrections called for by the Contracting Officer on previous submittals. 6.21.2 The Contracting Officer's review of Shop Drawings or samples shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless the Contractor has in writing advised the Contracting Officer of each such variation at the time of submission as KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-27 required by paragraph 6.20.4. The Contracting Officer if he so determines, may give written approval of each such variation by Change Order, except that, if the variation is minor and no Change Order has been requested, a specific written notation thereof incorporated in or accompanying the Shop Drawing or sample review comments shall suffice as a modification. No approval by the Contracting Officer will relieve the Contractor from responsibility for errors or omissions in the Shop Drawings or from responsibility for having complied with the provisions of paragraph 6.20.3. 6.21.3 Where a Shop Drawing or sample is required by the Specifications, any related Work performed prior to the Contracting Officer's review of the pertinent submission will be the sole expense and responsibility of the Contractor. 6.22 Maintenance During Construction: The Contractor shall maintain the Work during construction and until Substantial Completion, at which time the responsibility for maintenance shall be established in accordance with paragraph 13.10. 6.23 Continuing the Work: The Contractor shall carry on the Work and adhere to the progress schedule during all disputes or disagreements with the Borough. No Work shall be delayed or postponed pending resolution of any disputes, disagreements, or claims except as the Contractor and the Contracting Officer may otherwise agree in writing. 6.24 Consent to Assignment: The Contractor shall obtain the prior written consent of the Contracting Officer to any proposed assignment of any interest in, or part of this Contract. The consent to any assignment or transfer shall not operate to relieve the Contractor or his Sureties of any of his or its obligations under this Contract or the Performance Bonds. Nothing herein contained shall be construed to hinder, prevent, or affect an assignment of monies due, or to become due hereunder, made for the benefit of the Contractor's creditors pursuant to law. 6.25 Use of Explosives: 6.25.1 When the use of explosives is necessary for the prosecution of the Work, the Contractor shall exercise the utmost care not to endanger life or property, including new Work and shall follow all Regulatory Requirements applicable to the use of explosives. The Contractor shall be responsible for all damage resulting from the use of explosives. 6.25.2 All explosives shall be stored in a secure manner in compliance with all Regulatory Requirements, and all such storage places shall be clearly marked. Where no Regulatory Requirements apply, safe storage shall be provided no closer than 1,000 feet from any building, camping area, or place of human occupancy. 6.25.3 The Contractor shall notify each public utility owner having structures in proximity to the site of his intention to use explosives. Such notice shall be given sufficiently in advance to enable utility owners to take such steps as they may deem necessary to protect their property from injury. However, the Contractor shall be responsible for all damage resulting from the use of the explosives, whether or not utility owners act to protect their property. KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-28 6.26 Contractor's Records: 6.26.1 Records of the Contractor and Subcontractors relating to personnel, payrolls, invoices of materials, and any and all other data relevant to the performance of this Contract must be kept on a generally recognized accounting system. Such records must be available during normal work hours to the Contracting Officer for purposes of investigation to ascertain compliance with Regulatory Requirements and provisions of the Contract Documents. 6.26.2 Payroll records must contain the name and address of each employee, his correct classification, rate of pay, daily and weekly number of hours of work, deductions made, and actual wages paid. The Contractor and Subcontractor shall make employment records available for inspection by the Contracting Officer and representatives of the U.S. and/or Alaska Department of Labor and Workforce Development and will permit such representatives to interview employees during working hours on the P roj e ct. 6.26.3 Records of all communications between the Borough and the Contractor and other parties, where such communications affected performance of this Contract, must be kept by the Contractor and maintained for a period of three years from Final Acceptance. The Borough or its assigned representative may perform an audit of these records during normal work hours after written notice to the Contractor. ARTICLE 7 - LAWS AND REGULATIONS 7.1 Laws to be Observed: The Contractor shall keep fully informed of all Federal and State Regulatory Requirements and all orders and decrees of bodies or tribunals having any jurisdiction or authority, which in any manner after those engaged or employed on the Work, or which in any way affect the conduct of the Work. The Contractor shall at all times observe and comply with all such Regulatory Requirements, orders and decrees and shall protect and indemnify the Borough and its representatives against claim or liability arising from or based on the violation of any such Regulatory Requirement, order, or decree whether by the Contractor, Subcontractor, or any employee of either. Except where otherwise expressly required by applicable Regulatory Requirements, the Borough shall not be responsible for monitoring Contractor's compliance with any Regulatory Requirements. 7.2 Permits, Licenses and Taxes: 7.2.1 The Contractor shall procure all permits and licenses, pay all charges, fees and taxes, and give all notices necessary and incidental to the due and lawful prosecution of the Work. As a condition of performance of this Contract, the Contractor shall pay all Federal, State and local taxes incurred by the Contractor, in the performance of this Contract. Proof of payment of these taxes is a condition precedent to final payment by the Borough under this Contract. 7.2.2 The Contractor's certification that taxes have been paid (as contained in the Release of Contract) will be verified with the Alaska Department of Revenue and Department of Labor and Workforce Development, prior to final payment. KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-29 7.2.3 If any Federal, State or local tax is imposed, charged, or repealed after the date of bid opening and is made applicable to and paid by the Contractor on the articles or supplies herein contracted for, then the Contract shall be increased or decreased accordingly by a Change Order. 7.3 Patented Devices, Materials and Processes: If the Contractor employs any design, device, material, or process covered by letters of patent, trademark or copyright, the Contractor shall provide for such use by suitable legal agreement with the patentee or owner. The Contractor and the Surety shall indemnify and save harmless the Borough, any affected third party, or political subdivision from any and all claims for infringement by reason of the use of any such patented design, device material or process, or any trademark or copyright, and shall indemnify the Borough for any costs, expenses, and damages which it may be obligated to pay by reason of any infringement, at any time during the prosecution or after the completion of the Work. 7.4 Compliance of Specifications and Drawings: If the Contractor observes that the Specifications and Drawings supplied by the Borough are at variance with any Regulatory Requirements, Contractor shall give the Contracting Officer prompt written notice thereof, and any necessary changes will be authorized by one of the methods indicated in paragraph 9.2 as determined appropriate by the Contracting Officer. If the Contractor performs any Work knowing or having reason to know that it is contrary to such Regulatory Requirements, and without such notice to the Contracting Officer, the Contractor shall bear all costs arising therefrom; however, it shall not be the Contractor's primary responsibility to make certain that the Specifications and Drawings supplied by the Borough are in accordance with such Regulatory Requirements. 7.5 Accident Prevention: The Contractor shall comply with AS 18.60.75 and all pertinent provisions of the Construction Code Occupational Safety and Health Standards issued by the Alaska Department of Labor and Workforce Development. 7.6 Sanitary Provisions: The Contractor shall provide and maintain in a neat and sanitary condition such accommodations for the use of its employees and Borough representatives as may be necessary to comply with the requirements of the State and local Boards of Health, or of other bodies or tribunals having jurisdiction. 7.7 Business Registration: The Contractor shall comply with all applicable provisions of AS 18.18.011. It is unlawful for a person to submit a bid or work as a contractor until he has been issued a certificate of registration by the Department of Commerce, Community and Economic Development. A partnership or joint venture shall be considered registered if one of the general partners or venturers whose name appears in the name under which the partnership or venture does business is registered. 7.8 Professional Registration and Certification: All craft trades, architects, engineers and land surveyors, electrical administrators, and explosive handlers employed under the Contract shall specifically comply with applicable provisions of AS 08.18, KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-30 08.48, 08.40 and 08.52. Provide copies of individual licenses within seven days following a request from the Contracting Officer. 7.9 Local Building Codes: The Contractor shall comply with AS 35.10.025 which requires construction in accordance with applicable local building codes including the obtaining of required permits. 7.10 Environmental Quality Control: The Contractor shall comply with all applicable provisions of federal environmental laws, AS Title 46 and regulations adopted thereunder, as they pertain to Water, Air, Energy and Environmental Conservation. 7.11 Archaeological or Paleontological Discoveries: When the Contractor's operation encounters prehistoric artifact, burials, remains of dwelling sites, or paleontological remains, such as shell heaps, land or seal mammal bones or tusks, the Contractor shall cease operations immediately and notify the Contracting Officer. No artifacts or specimens shall be further disturbed or removed from the ground and no further operations shall be performed at the site until so directed. Should the Contracting Officer order suspension of the Contractor's operations in order to protect an archaeological or historical finding, or order the Contractor to perform extra Work, such shall be covered by an appropriate Contract change document. 7.12 Alaska Agricultural Products: Pursuant to AS 36.15, forestry and agricultural products harvested in Alaska shall be used in State funded projects when competitively priced, available and of like quality compared with agricultural projects harvested outside the State. 7.13 Preferential Employment: The Contractor shall comply with all applicable and valid laws and regulations regarding the hiring of Alaska residents now in effect or that might subsequently take effect during the term of this Contract. In order to ensure that Contractor's subcontractors will comply with all applicable laws and regulations regarding the hiring of Alaska residents now in effect or that might subsequently take effect, the Contractor shall include in its contracts with subcontractors under this Contract language that is substantially the same as the first sentence of this provision. 7.14 Wages and Hours of Labor: 7.14.1 One certified copy of all payrolls shall be submitted bi-weekly to the Alaska Department of Labor and Workforce Development and to KIB to assure compliance with AS 36.05.040, Filing Schedule of Employees Wages Paid and Other Information. The Contractor shall be responsible for the submission of certified copies of payrolls of all Subcontractors. The certification shall affirm that the payrolls are current and complete, that the wage rates contained therein are not less than the applicable rate referenced in these Contract Documents, and that the classification set forth for each laborer or mechanic conforms with the Work he performed. The Contractor and its Subcontractors shall attend all hearings and conferences and produce such books, papers and documents all as requested by the KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-31 Department of Labor and Workforce Development. Should Federal funds be involved, the appropriate Federal Agency shall also receive a copy of the Contractor's certified payrolls. 7.14.2 The following Labor provisions shall also apply to this Contract: a. The Contractor and its Subcontractors shall pay all employees unconditionally in a timely manner; b. wages may not be less than those stated in the advertised Specifications, regardless of the contractual relationship between the Contractor or Subcontractors and laborers, mechanics, or field surveyors; C. the scale of wages to be paid shall be posted by the Contractor in a prominent and easily accessible place at the site of the Work; d. the Borough shall withhold so much of the accrued payments as is necessary to pay to laborers, mechanics, or field surveyors employed by the Contractor or Subcontractors the difference between 1. the rate of wages required by the Contract to be paid laborers, mechanics, or field surveyors on the Work, and 2. the rates of wages in fact received by laborers, mechanics or field -surveyors. 7.15 Overtime Work Hours and Compensation: Pursuant to AS 23.10.060, the Contractor shall not require nor permit any laborer or mechanic employed on any Work under this Contract to work in excess of eight hours in any Calendar Day or in excess of forty hours in any workweek on Work subject to the provisions of the Contract Work Hours and Safety Standards Act unless such laborer or mechanic receives compensation at a rate not less than one and one half times the basic rate of pay for all such hours worked in excess of eight hours in any Calendar Day or in excess of forty hours in such workweek, whichever is the greater number of overtime hours. In the event of any violation of this provision, the Contractor shall be liable to any affected employee for any amounts due and penalties and to the Borough for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic employed in violation of this provision in the sum of $10.00 for each Calendar Day on which such employee was required or permitted to be employed on such Work in excess of eight hours or in excess of the standard workweek of forty hours without payment of the overtime wages required by this paragraph. 7.16 Covenant Against Contingent Fees: The Contractor warrants that no person or selling agent has been employed or retained to solicit or secure this Contract upon an agreement or understanding for a commission, percentage, brokerage, or contingent fee, excepting bona fide employees or bona fide established commercial or selling agencies maintained by the Contractor for the purpose of securing business. For breach or violation of this warrant, the Borough shall have the right to annul this Contract without liability or, in its discretion, to deduct price of consideration from the Contract or otherwise recover the full amount of such commission, percentage, brokerage, or contingent fee. 7.17 Officials Not To Benefit: No member of or delegate to the U.S. Congress, the State Legislature, the Borough Assembly or other elected official shall be admitted to any share or part of this Contract, nor to any benefit that may arise KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-32 therefrom. However, this provision shall not be construed to extend to this Contract if made with a corporation or limited liability company for its general benefit. 7.18 Personal Liability of Public Officials: In carrying out any of the provisions thereof, or in exercising any power or authority granted to the Contracting Officer by the Contract, there will be no liability upon the Contracting Officer nor upon Borough employees authorized as the Contracting Officer's representatives, either personally or as officials of the Borough, it being always understood that in such matters they act as agents and representatives of the Borough. ARTICLE 8 - OTHER WORK 8.1 Related Work At Site: 8.1.1 The Borough reserves the right at any time to contract for and perform other additional work on or near the Work covered by this Contract. 8.1.2 When separate contracts are let within the limits of the Project, the Contractor shall conduct its Work so as not to interfere with or hinder the work being performed by other contractors. The Contractor when working on the same Project with other contractors shall cooperate with such other contractors. The Contractor shall join its work with that of the others in an acceptable manner and shall perform it in proper sequence to that of others. 8.1.3 If the fact that other such work is to be performed is identified or shown in the Contract Documents the Contractor shall assume all liability, financial or otherwise, in connection with this Contract and indemnify and save harmless the Borough from any and all damages or claims that may arise because of inconvenience, delay, or loss experienced by the Contractor because of the presence and operations of other contractors. 8.1.4 If the fact that such other work is to be performed was not identified or shown in the Contract Documents, written notice thereof will be given to the Contractor prior to starting any such other work. If the Contractor believes that such performance will require a change in Contract Price or Contract Time, the Contractor shall notify the Contracting Officer of such required increase within 15 calendar days following receipt of the Contracting Officer's notice. Should the Contracting Officer find such increase(s) to be justified, a Change Order will be executed. 8.2 Access, Cutting, and Patching: The Contractor shall afford each utility owner and any other contractor who is a party to such a direct contract with the Borough (or the Borough, if the Borough is performing the additional work with the Borough's employees) proper and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such work, and shall properly connect and coordinate the Work with the work of others. The Contractor shall do all cutting, fitting and patching of the Work that may be required to make its several parts come together properly and integrate with such other work, the Contractor shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter such other work with the written consent of the Contracting Officer. Contractor will submit a Cutting and Patching proposal describing procedures at least 10 days before the time Cutting and Patching will be performed, requesting the KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-33 approval to proceed. Where Cutting and Patching involve adding reinforcement to structural elements, submit details and engineering calculations showing integration of reinforcement with original structure. Approval does not waive right to later require removal and replacement of unsatisfactory work. The Contractor will not Cut and Patch in a manner that could change load -carrying capacity or load - deflection ratio, or that results in reducing the capacity of operating elements and related components to perform as intended or that results in increased maintenance or decreased operational life or safety. Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in Owner's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. Remove, replace, patch, and repair materials and surfaces cut or damaged during cutting and patching operations, by methods and with materials so as not to void existing warranties. Use materials identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible. If identical materials are unavailable or cannot be used, use materials that, when installed, will match the visual and functional performance of in-place materials. Clean areas and spaces where Cutting and Patching are performed. Completely remove paint, mortar, oils, putty, and similar materials. The duties and responsibilities of the Contractor under this paragraph are for the benefit of other contractors to the extent that there are comparable provisions for the benefit of the Contractor in said direct contracts between the Borough and other contractors. 8.3 Defective Work By Others: If any part of the Contractor's Work depends for proper execution or results upon the work of any such other contractor, utility owner, or the Borough, the Contractor shall inspect and promptly report to the Contracting Officer in writing any delays, defects or deficiencies in such work that render it unavailable or unsuitable for such proper execution and results. The Contractor's failure to so report will constitute an acceptance of the other work as fit and proper for integration with Contractor's Work except for latent or non -apparent defects and deficiencies in the other work. 8.4 Coordination: If the Borough contracts with others for the performance of other work at the site, the Contracting Officer will have authority and responsibility for coordination of the activities among the various prime contractors. ARTICLE 9 - CHANGES 9.1 Borough's Right to Change: Without invalidating the Contract and without notice to any Surety, the Borough may, at any time or from time to time, order additions, deletions or revisions in the Work within the general scope of the Contract, including but not limited to changes: 9.1.1 In the Contract Documents; 9.1.2 In the method or manner of performance of the Work; 9.1.3 In Borough -furnished facilities, equipment, materials, services, or site; KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-34 9.1.4 Directing acceleration in the performance of the Work. 9.2 Authorization of Changes within the General Scope: Additions, deletions, or revisions in the Work within the general scope of the Contract as specified in paragraph 9.1 shall be authorized by one or more of the following ways: 9.2.1 Directive (pursuant to paragraph 9.3). 9.2.2 A Change Order (pursuant to paragraph 9.4). 9.2.3 Borough's acceptance of Shop Drawing variations from the Contract Documents as specifically identified by the Contractor as required by paragraph 6.20.4. 9.3 Directive: 9.3.1 The Contracting Officer shall provide written clarification or interpretation of the Contract Documents (pursuant to paragraph 3.6). 9.3.2 The Contracting Officer may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are consistent with the overall intent of the Contract Documents. 9.3.3 The Contracting Officer may order the Contractor to correct Defective Work or methods which are not in conformance with the Contract Documents. 9.3.4 The Contracting Officer may direct the commencement or suspension of Work or emergency related Work (as provided in paragraph 6.19). 9.3.5 Upon the issuance of a Directive to the Contractor by the Contracting Officer, the Contractor shall proceed with the performance of the Work as prescribed by such Directive. 9.3.6 If the Contractor believes that the changes noted in a Directive may cause an increase in the Contract Price or an extension of Contract Time, the Contractor shall immediately provide written notice to the Contracting Officer depicting such increases before proceeding with the Directive, except in the case of an emergency. If the Contracting Officer finds the increase in Contract Price or the extension of Contract Time justified, a Change Order will be issued. If, however, the Contracting Officer does not find that a Change Order is justified, the Contracting Officer may direct the Contractor to proceed with the Work. The Contractor shall cooperate with the Contracting Officer in keeping complete daily records of the cost of such Work. If a Change Order is ultimately determined to be justified, in the absence of agreed prices and unit prices, payment for such Work will be made on a cost of the work basis as provided in paragraph 10.4. 9.4 Change Order: A change in Contract Time, Contract Price, or responsibility may be made for changes within the scope of the Work only by Change Order. Upon receipt of an executed Change Order, the Contractor shall promptly proceed with the work involved which will be performed under the applicable conditions of KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-35 the Contract Documents except as otherwise specifically provided. Changes in Contract Price and Contract Time shall be made in accordance with Article 10 and 11. 9.5 Shop Drawing Variations: Shop drawing variations shall only be eligible for consideration under 9.4 when the conditions affecting the price, time, or responsibility are identified by the Contractor in writing and a request for a Change Order is submitted as per paragraph 6.20.4. 9.6 Changes Outside the General Scope; Supplemental Agreement: Any change which is outside the general scope of the Contract, as determined by the Contracting Officer, must be authorized by a Supplemental Agreement signed by the appropriate representatives of the Borough and the Contractor. Prior approval by the Borough Manager or the Borough Assembly may be required. 9.7 Unauthorized Work: The Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified and supplemented as provided in this Article 9, except in the case of an emergency as provided in paragraph 6.19 and except in the case of uncovering Work as provided in paragraph 12.4.2. 9.8 Notification of Surety: If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time) is required by the provisions of any Bond to be given to a Surety, the giving of any such notice will be the Contractor's responsibility, and the amount of each applicable Bond will be adjusted accordingly. 9.9 Differing Site Conditions: 9.9.1 The Contractor shall promptly, and before such conditions are disturbed (except in an emergency as permitted by paragraph 6.19), notify the Contracting Officer in writing of (1) subsurface or latent physical conditions at the site differing materially from those indicated in the Contract, and which could not have been discovered by a careful examination of the site, or (2) unknown physical conditions at the site, of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in this Contract. The Contracting Officer shall promptly investigate the conditions, and if the Contracting Officer finds that such conditions do materially so differ and cause an increase or decrease in the Contractor's cost of or time required for, performance of this Contract, an equitable adjustment shall be made and the Contract modified in writing accordingly. 9.9.2 Any claim for additional compensation by the Contractor under this clause shall be made in accordance with Article 15 and shall not be allowed unless the Contractor has first given the notice required by this Contract. In the event that the Contracting Officer and the Contractor are unable to reach an agreement concerning an alleged differing site condition, the Contractor will be required to keep an accurate and detailed record which will indicate the actual cost of the work done under the alleged differing site condition. Failure to keep such a record shall be a bar to any recovery by reason of KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-36 such alleged differing site conditions. The Contracting Officer shall be given the opportunity to supervise and check the keeping of such records. ARTICLE 10 - CONTRACT PRICE: COMPUTATION AND CHANGE 10.1 Contract Price: The Contract Price constitutes the total compensation (subject to authorized adjustments) payable to the Contractor for performing the Work. All duties, responsibilities and obligations assigned to or undertaken by the Contractor shall be at its expense without change in the Contract Price. The Contract Price may only be changed by a Change Order or Supplemental Agreement. 10.2 Claim For Price Change: Any claim for an increase or decrease in the Contract Price shall be submitted in accordance with the terms of Article 15, and shall not be allowed unless notice requirements of this Contract have been met. 10.3 Change Order Price Determination: The value of any Work covered by a Change Order for an increase or decrease in the Contract Price shall be determined in one of the following ways: 10.3.1 Where the Work involved is covered by unit prices contained in the Contract Documents, by application of unit prices to the quantities of the items involved (subject to the provisions of paragraphs 10.9.1 through 10.9.3, inclusive). 10.3.2 By mutual acceptance of a lump sum price which includes overhead and profit. 10.3.3 When 10.3.1 and 10.3.2 are inapplicable, on the basis of the "cost of the work" (determined as provided in paragraphs 10.4 and 10.5) plus a Contractor's fee for overhead and profit (determined as provided in paragraph 10.6). 10.3.4 Before a Change Order or Supplemental Agreement is approved, the Contractor shall submit pricing data regarding the changed or extra work. The Contractor shall certify that the data submitted is, to its best knowledge and belief accurate, complete and current as of a mutually determined specified data and that such data will continue to be accurate and complete during the performance of the changed or extra work. 10.4 "Cost of the Work": The term "cost of the work" means the sum of all costs necessarily incurred and paid by the Contractor in the proper performance of the Work. Except as otherwise may be agreed to in writing by the Borough, such costs shall be in amount no higher than those prevailing in the locality of the Project, shall include only the following items and shall not include any of the costs itemized in paragraph 10.5: 10.4.1 Payroll costs for employees in the direct employ of the Contractor in the performance of the Work under schedules of job classifications agreed upon by the Borough and the Contractor. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include, but not be limited to, salaries and wages plus the cost of KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-37 fringe benefits which shall include social security contributions, unemployment, excise and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. Such employees shall include superintendents and foremen at the site. The expenses of performing Work after regular working hours, on Saturday, Sunday or legal holidays, shall be included in the above to the extent authorized by the Borough. 10.4.2 Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof and Suppliers' field services required in connection therewith. All cash discounts shall accrue to the Contractor unless the Borough deposits funds with the Contractor with which to make payments, in which case the cash discounts shall accrue to the Borough. All trade discounts, rebates and refunds and all returns from sale of surplus materials and equipment shall accrue to the Borough, and the Contractor shall make provisions so that they may be obtained. 10.4.3 Payments made by the Contractor to Subcontractors for Work performed by Subcontractors or Suppliers acceptable to the Contractor. Contractor shall deliver such quotes to the Borough who will then determine which quotes will be accepted. If a subcontract provides that the Subcontractor is to be paid on the basis of "cost of the work" plus a fee, the Subcontractor's "cost of the work" shall be determined in the same manner as the Contractor's "cost of work" as described in paragraphs 10.4 and 10.5; and the Subcontractor's fee shall be established as provided for under subparagraph 10.6.2 clause b. All subcontracts shall be subject to the other provisions of the Contract Documents insofar as applicable. 10.4.4 Costs of special consultants (including but not limited to engineers, architects, testing laboratories, and surveyors) employed for services necessary for the completion of the Work. 10.4.5 Supplemental costs including the following: a. The proportion of necessary transportation, travel and subsistence expenses of the Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office and temporary facilities at the site and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost less market value of such items used but not consumed which remain the property of the Contractor. C. Rentals of all construction equipment and machinery and the parts thereof whether rented from the Contractor or others in accordance with rental agreements approved by the Borough and the costs of transportation, loading, unloading, installation, dismantling and removal thereof - all in accordance with terms of said rental agreements. The rental of any such equipment, machinery or parts shall cease when the use thereof is no longer necessary for the Work. d. Sales, consumer, use or similar taxes related to the Work, and for which the Contractor is liable, imposed by Regulatory Requirements. e. Deposits lost for causes other than negligence of the Contractor, and Subcontractor or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. f. Losses and damages (and related expenses), not compensated by insurance or otherwise, to the Work or otherwise sustained by the Contractor in connection with the performance and furnishing of the Work provided they have resulted from causes other than the negligence of the Contractor, any Subcontractor, or anyone directly or KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-38 indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of the Borough. No such losses, damages and expenses shall be included in the "cost of the work" for the purpose of determining the Contractor's fee. If, however, any such loss or damage requires reconstruction and the Contractor is placed in charge thereof, the Contractor shall be paid for services a fee proportionate to that stated in paragraphs 10.6.2.a and 10.6.2.b. g. The cost of utilities, fuel and sanitary facilities at the site. h. Minor expenses such as telegrams, long distance telephone calls, telephone service at the site, expressage and similar petty cash items in connection with the Work. i. Cost of premiums for Payment and Performance Bonds and insurance, each as described in Article 5, and additional bonds and insurance required because of changes in the Work and premiums for property insurance coverage within the limits of the deductible amounts established by the Borough in accordance with Article 5. 10.5 Excluded Costs: The term "cost of the work" shall not include any of the following: 10.5.1 Payroll costs and other compensation of Contractor's officers, executives, principals (of partnership and sole proprietorships), general managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agency, expediters, timekeepers, clerks and other personnel employed by Contractor whether at the site or in Contractor's principal or a branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in paragraph 10.4.1 or specifically covered by paragraph 10.4.4 - all of which are to be considered administrative costs covered by the Contractor's fee. 10.5.2 Expenses of Contractor's principal and branch offices other than Contractor's office at the site. 10.5.3 Any part of Contractor's capital expenses including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 10.5.4 Cost of premiums for all bonds and for all insurance whether or not Contractor is required by the Contract Documents to purchase and maintain the same (except for the cost of premiums covered by subparagraph 10.4.5.1 above. 10.5.5 Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of Defective Work, disposal of materials or equipment wrongly supplied and making good any damage to property. 10.5.6 Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in paragraph 10.4. 10.6 Contractor's Fee: The Contractor's fee allowed to Contractor for overhead and profit shall be determined as follows: 10.6.1 A mutually acceptable fixed fee; or: KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-39 10.6.2 A fee based on the following percentages of the various portions of the "cost of the work:" a. For costs incurred under paragraphs 10.4.1 and 10.4.2, the Contractor's fee shall not exceed fifteen percent; b. For costs incurred under paragraph 10.4.3, the Contractor's fee shall not exceed eight percent; and if a subcontract is on the basis of "cost of the work" plus a fee, the maximum allowable to Contractor on account of overhead and profit of all Subcontractors and multiple tiers thereof shall not exceed eight percent; C. No fee shall be payable on the basis of costs itemized under paragraphs 10.4.4, 10.4.5 and 10.5; d. The amount of credit to be allowed by the Contractor to the Borough for any such change which results in a net decrease in cost will be the amount of the actual net decrease plus a deduction in Contractor's fee by an amount equal to ten percent of the net decrease; and e. When both additions and credits are involved in any one change, the adjustment in Contractor's fee shall be computed on the basis of the net change in accordance with paragraphs 10.6.2.a through 10.6.2.d, inclusive. 10.7 Cost Breakdown: Whenever the cost of any Work is to be determined pursuant to paragraphs 10.4 and 10.5, the Contractor will submit in form acceptable to the Borough an itemized cost breakdown together with supporting data. 10.8 Cash Allowances: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be done by such Subcontractors or Suppliers and for such sums within the limit of the allowances as may be acceptable to the Contracting Officer. Contractor agrees that: 10.8.1 The allowances include the cost to Contractor (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the site, and all applicable taxes; and 10.8.2 Contractor's cost for unloading and handling on the site, labor, installation costs, overhead, profit and other expenses contemplated for the allowances have been included in the Contract Price and not in the allowances. No demand for additional payment on account of any thereof will be valid. 10.9 Unit Price Work: 10.9.1 Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the established unit prices for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Contract. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by the Contractor will be made by the Borough in accordance with paragraph 10.10. KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-40 10.9.2 Each unit price will be deemed to include an amount considered by the Contractor to be adequate to cover the Contractor's overhead and profit for each separately identified item. If the "Basis of Payment" clauses in the Contract Documents relating to any unit price in the bid schedule requires that the said unit price cover and be considered compensation for certain work or material essential to the item, this same work or material will not also be measured or paid for under any other pay item which may appear elsewhere in the Contract Documents. 10.9.3 Payment to the Contractor shall be made only for the actual quantities of Work performed and accepted or materials furnished, in conformance with the Contract Documents. When the Contractor approaches 90 percent of the estimated quantity of a unit price item, Contractor shall notify the Contracting Officer. Such notification is required prior to any request for an increase in the estimated quantities of Work or materials stated in the bid schedule, or change documents. 10.10 Determinations for Unit Prices: The Contracting Officer will determine the actual quantities and classifications of Unit Price Work performed by the Contractor. The Contracting Officer will review with the Contractor preliminary determinations on such matters before finalizing the costs and quantities on the Schedule of Values. The Contracting Officer's acknowledgment thereof will be final and binding on the Contractor, unless, within 10 days after the date of any such decisions, the Contractor delivers to the Contracting Officer written notice of intention to appeal from such a decision. ARTICLE 11- CONTRACT TIME: COMPUTATION AND CHANGE 11.1 Commencement of Contract Time: The Contract Time will commence to run on the day indicated in the Notice to Proceed. 11.2 Starting the Work: No Work on Contract items shall be performed before the effective date of the Notice to Proceed. The Contractor shall notify the Contracting Officer at least 24 hours in advance of the time actual construction operations will begin. The Contractor may request a limited Notice to Proceed after Award has been made, to permit it to order long lead materials which could cause delays in project completion. However, granting is within the sole discretion of the Contracting Officer, and refusal or failure to grant a limited Notice To Proceed shall not be a basis for claiming for delay, extension of time, or alteration of price. 11.3 Computation of Contract Time: 11.3.1 When the Contract Time is specified on a Calendar Days basis, all Work under the Contract shall be completed within the number of Calendar Days specified. The count of Contract Time begins on the day following receipt of the Notice to Proceed by the Contractor, if no starting day is stipulated therein. Calendar Days shall continue to be counted against Contract Time until and including the date of Final Completion of the Work. 11.3.2 When the Contract completion time is specified as a fixed calendar date, it shall be the date of Final Completion. KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-41 11.4 Time Change: The Contract Time may only be changed by a Change Order or Supplemental Agreement. 11.5 Extension Due to Delays: The right of the Contractor to proceed shall not be terminated nor the Contractor charged with liquidated or actual damages because of any delays to the completion of the Work due to unforeseeable causes beyond the control and without the fault or negligence of the Contractor, including, but not restricted to the following: acts of God or of the public enemy, acts of the Borough in contractual capacity, acts of another contractor in the performance of a Contract with the Borough, floods, fires, epidemics, quarantine restrictions, strikes, freight embargoes, unusually severe weather and delays of Subcontractors or Suppliers due to such causes. Any delay in receipt of materials on the site, caused by other than one of the specifically mentioned occurrences above, does not of itself justify a time extension, provided that the Contractor shall within 24 hours from the beginning of any such delay (unless the Contracting Officer shall grant a further period of the time prior to the date of final settlement of the Contract) notify the Contracting Officer in writing of the cause of delay. The Contracting Officer shall ascertain the facts and the extent of the delay and extend the time for completing the Work when the findings of fact justify such an extension. 11.5.1 Delays or disruptions resulting from weight restrictions imposed on roadways, excessive traffic on roadways or road construction and/or repairs shall not be considered unforeseeable causes beyond the control of the Contractor. 11.6 Essence of Contract: All time limits stated in the Contract Documents are of the essence of the Contract. 11.7 Reasonable Completion Time: It is expressly understood and agreed by and between the Contractor and the Borough that the date of beginning and the time for Final Completion of the Work described herein are reasonable times for the completion of the Work. 11.8 Delay Damages: Whether or not the Contractor's right to proceed with the Work is terminated, the Contractor and its Sureties shall be liable for damages resulting from the Contractor's refusal or failure to complete the Work within the specified time. Liquidated damages for delay shall be paid by the Contractor or his Surety to the Borough in the amount as specified in the Supplementary Conditions for each Calendar Day the completion of the Work or any part thereof is delayed beyond the Contract Time required by the Contract, or any extension thereof. If such amount of liquidated damages is not established by the Contract Documents, then the Contractor and his Surety shall be liable to the Borough for any actual damages occasioned by such delay. The Contractor acknowledges that the liquidated damages established herein are not a penalty but rather constitute an estimate of damages that the Borough will sustain by reason of delayed completion. These liquidated damages are intended as compensation for losses difficult to estimate, and include those items enumerated in the Supplementary Conditions. KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-42 These damages will continue to run both before and after termination in the event of default termination. These liquidated damages do not cover excess costs of completion or Borough costs, fees, and charges related to reprocurement. If a default termination occurs, the Contractor or his Surety shall pay in addition to these damages, all excess costs and expenses related to completion as provided by paragraph 14.2.5. ARTICLE 12 - QUALITY ASSURANCE 12.1 Warranty and Guaranty: The Contractor warrants and guarantees to the Borough that all Work will be in accordance with the Contract Documents and will not be Defective. Prompt notice of all defects shall be given to the Contractor. All Defective Work, whether or not in place, may be rejected, corrected or accepted as provided for in this Article. 12.2 Access to Work: The Borough and its Project Management representatives, testing agencies and governmental agencies with jurisdiction interests will have access to the Work at reasonable times for their observation, inspecting and testing. The Contractor shall provide proper and safe conditions for such access. 12.3 Tests and Inspections: 12.3.1 The Contractor shall give the Contracting Officer timely notice of readiness of the Work for all required inspections, tests or approvals. 12.3.2 If Regulatory Requirements of any public body having jurisdiction require any Work (or part thereof) to specifically be inspected, tested or approved, the Contractor shall schedule such inspection, test or approval. Testing and Inspections shall be scheduled in a manner such as to reduce travel expenses of inspector whenever reasonable and without adversely affecting the schedule of work. The Borough shall select the inspector and pay all costs in connection therewith. The Contracting Officer shall be provided with the required certificates of inspection, testing or approval. If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, the Contractor shall comply with the most stringent requirement. The Contractor will refer uncertainties and requirements that are different, but apparently equal, to Owner for a decision before proceeding. The Borough may perform additional tests and inspections which it deems necessary to insure quality control. All such failed tests or inspections shall be at the Contractor's expense. 12.3.3 If any Work (including the work of others) that is to be inspected, tested or approved is covered without written concurrence of the Contracting Officer, it must, if requested by the Contracting Officer, be uncovered for observation. Such uncovering shall be at the Contractor's expense unless the Contractor has given the Contracting Officer timely notice of Contractor's intention to cover the same and the Contracting Officer has not acted with reasonable promptness in response to such notice. 12.3.4 Neither observations nor inspections, tests or approvals by the Borough or others shall relieve the Contractor from the Contractor's obligations to perform the Work in accordance with the Contract Documents. KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-43 12.3.5 Within 30 days from the Notice to Proceed, the Contractor shall provide to the Contracting Officer a Schedule of Tests and Inspections, prepared in tabular form and including the following: 1. Specification Section number and title. 2. Description of test and inspection. 3. Identification of applicable standards. 4. Identification of test and inspection methods. 5. Number of tests and inspections required. 6. Time schedule or time span for tests and inspections. 7. Entity responsible for performing tests and inspections. 8. Requirements for obtaining samples. 9. Unique characteristics of each quality -control service. 12.3.6 The Contractor shall maintain a test and inspection log at the Project site, allowing access to the Contracting Officer and Project Manager during working hours. The Contractor shall prepare and submit to the Contracting Officer certified written reports that include the following: 1. Date of issue. 2. Project title and number. 3. Name, address, and telephone number of testing agency. 4. Dates and locations of samples and tests or inspections. 5. Names of individuals making tests and inspections. 6. Description of the Work and test and inspection method. 7. Identification of product and Specification Section. 8. Complete test or inspection data. 9. Test and inspection results and an interpretation of test results. 10. Record of temperature and weather conditions at time of sample taking and testing and inspecting. 11. Comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements. 12. Name and signature of laboratory inspector. 13. Recommendations on retesting and reinspecting. 12.4 Uncovering Work: 12.4.1 If any Work is covered contrary to the written request of the Contracting Officer, it must, if requested by the Contracting Officer, be uncovered for the Contracting Officer's observation and replaced at the Contractor's expense. 12.4.2 If the Contracting Officer considers it necessary or advisable that covered Work be observed inspected or tested, the Contractor, at the Contracting Officer's request shall uncover, expose or otherwise make available for observation, inspection or testing as the Contracting Officer may require, that portion of the Work in question, furnishing all necessary labor, material and equipment. If it is found that such Work is Defective, the Contractor shall bear all direct, indirect and consequential costs of such uncovering, exposure, observation, inspection and testing and of satisfactory reconstruction, (including but not limited to fees and charges of engineers, architects, attorneys and other professionals) and the Borough shall be entitled to an appropriate decrease in the Contract Price. If, however, such Work is not found to be Defective, the Contractor shall be allowed an increase in the KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-44 Contract Price or an extension of the Contract Time, or both directly attribute to such uncovering, exposure, observation, inspection, testing and reconstruction. 12.5 Borough May Stop the Work: If the Work is Defective, or the Contractor fails to supply suitable materials or equipment, or fails to furnish or perform the Work in such a way that the completed Work will conform to the Contract Documents, the Contracting Officer may order the Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated. 12.6 Correction or Removal of Defective Work: If required by the Contracting Officer, the Contractor shall promptly, as directed, either correct all Defective Work, whether or not fabricated, installed or completed, or, if the Work has been rejected by the Contracting Officer, remove it from the site and replace it with Work which conforms to the requirements of the Contract Documents. The Contractor shall bear all direct, indirect and consequential costs of such correction removal (including but not limited to fees and charges of engineers, architects, attorneys and other professionals) made necessary thereby. 12.7 One Year Correction Period: If within one year after the date of Final Completion or such longer period of time as may be prescribed by Regulatory Requirements or by the terms of any applicable special guarantee required by the Contract Documents, any Work is found to be Defective, the Contractor shall promptly, without cost to the Borough and in accordance with the Contracting Officer's written instructions, either correct such Defective Work, or, if it has been rejected by the Contracting Officer, remove it from the site and replace it with conforming Work. If the Contractor does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, the Borough may have the Defective Work corrected or the rejected Work removed and replaced, and all direct, indirect and consequential costs of such removal and replacement (including but not limited to fees and charges of engineers, architects, attorneys and other professionals) will be paid by the Contractor. In special circumstances where a particular item of equipment is placed in continuous service for the benefit of the Borough before Final Completion of all the Work, the correction period for that item may begin on an earlier date if so provided in the Specifications or by Change Order. Provisions of this paragraph are not intended to shorten the statute of limitations for bringing an action. 12.8 Acceptance of Defective Work: Instead of requiring correction or removal and replacement of Defective Work, the Contracting Officer may accept Defective Work. The Contractor shall bear all direct, indirect and consequential costs attributable to the Contracting Officer's evaluation of and determination to accept such Defective Work (costs to include but not limited to fees charges of engineers, architects, attorneys, and other professionals). If any such acceptance occurs prior to final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and the Borough shall be entitled to an appropriate decrease in the Contract Price. If the Borough has already made final payment to the Contractor, an appropriate amount shall be paid by the Contractor or its Surety to the Borough. 12.9 Borough May Correct Defective Work: KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-45 If the Contractor fails within a reasonable time after written notice from the Contracting Officer to proceed to correct Defective Work or to remove and replace rejected Work as required by the Contracting Officer in accordance with paragraph 12.6, or if the Contractor fails to perform the Work in accordance with the Contract Documents, or if the Contractor fails to comply with any other provision of the Contract Documents, the Borough may, after seven days' written notice to the Contractor, correct and remedy any such deficiency. In exercising the rights and remedies under this paragraph the Borough shall proceed expeditiously. To the extent necessary to complete corrective and remedial action, the Contracting Officer may exclude the Contractor from all or part of the site, take possession of all or part of the Work, and suspend the Contractor's services related thereto, take possession of the Contractor's tools, appliances, construction equipment and machinery at the site and incorporate in the Work all materials and equipment stored at the site or approved remote storage sites or for which the Borough has paid the Contractor but which are stored elsewhere. The Contractor shall allow the Contracting Officer and his authorized representatives such access to the site as may be necessary to enable the Contracting Officer to exercise the rights and remedies under this paragraph. All direct, indirect and consequential costs of the Borough in exercising such rights and remedies will be charged against the Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and the Borough shall be entitled to an appropriate decrease in the Contract Price. Such direct, indirect and consequential costs will include but not be limited to fees and charges of engineers, architects, attorneys and other professionals, all court and arbitration costs and all costs of repair and replacement of work of others destroyed or damaged by correction, removal or replacement of the Contractor's Defective Work. The Contractor shall not be allowed an extension of the Contract Time because of any delay in performance of the Work attributable to the exercise by the Contracting Officer of the Borough's rights and remedies hereunder. ARTICLE 13 - PAYMENTS TO CONTRACTOR AND COMPLETION 13.1 Schedule of Values: The Schedule of Values established as provided in paragraph 6.6 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to the Contracting Officer. Progress payments on account of Unit Price Work will be based on the number of units completed. 13.2 Preliminary Payments: Upon approval of the Schedule of Values the Contractor may be paid for direct costs substantiated by paid invoices and other prerequisite documents required by the General Requirements. Direct costs shall include the cost of bonds, insurance, approved materials stored on the site or at approved remote storage sites, deposits required by a Supplier prior to fabricating materials, and other approved direct mobilization costs substantiated as indicated above. These payments shall be included as a part of the total Contract Price as stated in the Contract. 13.3 Application for Progress Payment: The Contractor shall submit to the Contracting Officer (or Project Manager if designated by the Borough) at least 30 days before the date established for each progress payment (but not more than once a month) for review three signed and notarized original copies of each completed Application for Payment covering the Work completed as of the date of the Application for Payment and accompanied by such KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-46 supporting documentation as is required by the Contract Documents, which shall include the quantity, location and completion date of the invoiced work. Entries shall match data on the Schedule of Values and Contractor's Construction Schedule. Updated Schedules and Change Orders issued before the last day of the construction period covered by the Application for Payment will be used. Progress payments will be made as the Work progresses on a monthly basis. 13.4 Review of Application for Progress Payment: Contracting Officer (or Project Manager) will either indicate in writing a recommendation of payment or return the Application for Payment to the Contractor indicating in writing the Contracting Officer's reasons for refusing to recommend payment. In the latter case, the Contractor may make the necessary corrections and resubmit the Application for Payment. 13.5 Stored Materials and Equipment: If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, paid invoice or other documentation warranting that the Borough has received the materials and equipment free and clear of all charges, security interests and encumbrances and evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to protect the Borough's interest therein, all of which will be satisfactory to the Contracting Officer. No payment will be made for perishable materials that could be rendered useless because of long storage periods. No progress payment will be made for living plant materials until planted. 13.6 Contractor's Warranty of Title: The Contractor warrants and guarantees that title to all Work, materials and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to the Borough no later than the time of payment free and clear of any claims, liens, security interest and further obligations. 13.7 Withholding of Payments: The Borough may withhold or refuse payment for any of the reasons listed below provided it gives written notice of its intent to withhold and of the basis for withholding: 13.7.1 The Work is Defective, or completed Work has been damaged requiring correction or replacement, or has been installed without approval of Shop Drawings, or by an unapproved Subcontractor, or for unsuitable storage of materials and equipment. 13.7.2 The Contract Price has been reduced by Change Order. 13.7.3 The Borough has been required to correct Defective Work or complete Work in accordance with paragraph 12.9. 13.7.4 The Borough's actual knowledge of the occurrence of any of the events enumerated in paragraphs 14.2.1.a through 14.2.1.k inclusive. KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-47 13.7.5 Claims have been made against the Borough or against the funds held by the Borough on account of the Contractor's actions or inactions in performing this Contract, or there are other items entitling the Borough to a set off. 13.7.6 Subsequently discovered evidence or the results of subsequent inspections or test, nullify any previous payments for reasons stated in subparagraphs 13.7.1 through 13.7.5. 13.7.7 The Contractor has failed to fulfill or is in violation of any of his obligations under any provision of this Contract. 13.8 Retainage: At any time the Borough finds that satisfactory progress is not being made it may in addition to the amount withheld under paragraph 13.7 retain a maximum amount equal to 10 percent of the total amount earned on all subsequent progress payments. This retainage may be released at such time as the Contracting Officer finds that satisfactory progress is being made. 13.9 Request for Release of Funds: If the Contractor believes the basis for withholding is invalid or no longer exists, immediate written notice of the facts and Contract provisions on which the Contractor relies, shall be given to the Borough, together with a request for release of funds and adequate documentary evidence proving that the problem has been cured. In the case of withholding which has occurred at the request of the Alaska Department of Labor and Workforce Development, the Contractor shall provide a letter from the Alaska Department of Labor and Workforce Development stating that withholding is no longer requested. Following such a submittal by the Contractor, the Borough shall have a reasonable time to investigate and verify the facts and seek additional assurances before determining whether release of withheld payments is justified. 13.10 Substantial Completion: When the Contractor considers the Work ready for its intended use the Contractor shall notify the Contracting Officer in writing that the Work or a portion of Work which has been specifically identified in the Contract Documents is substantially complete (except for items specifically listed by the Contractor as incomplete) and request that the Borough issue a certificate of Substantial Completion. Within a reasonable time thereafter, the Contracting Officer, the Contractor and appropriate Consultant(s) shall make an inspection of the Work to determine the status of completion. If the Contracting Officer does not consider the Work substantially complete, the Contracting Officer will within 14 days deliver to the Contractor a list of items to be completed or corrected. At the time of delivery of the certificate of Substantial Completion the Contracting Officer will deliver to the Contractor a written division of responsibilities pending Final Completion with respect to security, operation, safety, maintenance, heat, utilities, insurance and warranties which shall be consistent with the terms of the Contract Documents. The Borough shall be responsible for all Borough costs resulting from the initial inspection and the first re -inspection. The Contractor shall pay all costs incurred by the Borough resulting from any re - inspections, thereafter. KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-48 The Borough shall have the right to take possession of and use any completed or partially completed portions of the Work, prior to the date specified for the date of Substantial Completion, and such action and use shall not be considered an acceptance of that Work. If such use by the Borough causes additional expense to the Contractor and/or delay in the Work, the Contractor may be entitled to additional compensation and/or an extension of time. The Borough shall be responsible for routine maintenance or damages caused by its use of such portions of the Work. 13.11 Access Following Substantial Completion: The Borough shall have the right to exclude the Contractor from the Work after the date of Substantial Completion, but the Borough shall allow Contractor reasonable access to complete or correct items on the tentative list. 13.12 Final Inspection: Upon written notice from the Contractor that the entire Work or an agreed portion thereof is complete, the Contracting Officer will make a final inspection with the Contractor and appropriate Consultants and will notify the Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or Defective. The Contractor shall immediately take such measures as are necessary to remedy such deficiencies. The Contractor shall pay for all costs incurred by the Borough resulting from re -inspections after final inspection. 13.13 Final Completion and Application for Payment: After the Contractor has completed all such corrections to the satisfaction of the Contracting Officer and delivered all training, maintenance and operating instructions, schedules, guarantees, bonds, certificates of payment to all laborers, Subcontractors and Suppliers, certificates of inspection, marked -up record documents and other documents all as required by the Contract Documents, and after the Contracting Officer has indicated in writing that the Work has met the requirements for Final Completion, and subject to the provisions of paragraph 13.17, the Contractor may make application for final payment following the procedure for progress payments. The final Application for Payment shall be accompanied by all certificates, warranties, guarantees, releases, affidavits, and other documentation required by the Contract Documents, including evidence of completion of Project closeout requirements and evidence that claims have been resolved. 13.14 Final Payment: 13.14.1 If on the basis of the Contracting Officer's observation of the Work during construction and final inspection, and the Contracting Officer's review of the final Application for Payment and accompanying documentation all as required by the Contract Documents; and the Contracting Officer is satisfied that the Work has been completed and the Contractor's other obligations under the Contract Documents have been fulfilled, the Borough will process final Application for Payment. Otherwise, the Contracting Officer will return the Application for Payment to the Contractor, indicating in writing the reasons for refusing to process final payment, in which case Contractor shall make the necessary corrections and resubmit the final Application for Payment. 13.14.2 If, through no fault of the Contractor, Final Completion of the Work is significantly delayed, the Contracting Officer shall, upon receipt of the Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-49 completed and accepted. If the remaining balance to be held by the Borough for Work not fully completed or corrected is less than the retainage provided for in paragraph 13.8, and if bonds have been furnished as required in paragraph 5.1, the written consent of the Surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by the Contractor to the Borough with the application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. 13.15 Final Acceptance: Following certification of payment, of payroll and revenue taxes, and final payment to the Contractor, the Borough will issue a letter of Final Acceptance, releasing the Contractor from further obligations under the Contract, except as provided in paragraph 13.16. 13.16 Contractor's Continuing Obligation: The Contractor's obligation to perform and complete the Work and pay all laborers, Subcontractors, and materialmen in accordance with the Contract Documents shall be absolute. Neither any progress or final payment by the Borough, nor the issuance of a certificate of Substantial Completion, nor any use or occupancy of the Work or any part thereof by the Borough or Using Agency, nor any act of acceptance by the Borough nor any failure to do so, nor any review and approval of a Shop Drawing or sample submission, nor any correction of Defective Work by the Borough will constitute an acceptance of Work not in accordance with the Contract Documents or a release of the Contractor's obligation to perform the Work in accordance with the Contract Documents. 13.17 Waiver of Claims by Contractor: The making and acceptance of final payment will constitute a waiver of all claims by the Contractor against the Borough other than those previously made in writing and still unsettled. 13.18 No Waiver of Legal Rights: The Borough shall not be precluded or be estopped by any payment, measurement, estimate, or certificate made either before or after the completion and acceptance of the Work and payment therefor, from showing the true amount and character of the Work performed and materials furnished by the Contractor, nor from showing that any payment, measurement, estimate or certificate and payment in accordance therewith, from recovering from the Contractor or his Sureties, or both, such damages as it may sustain by reason of his failure to comply with requirements of the Contract Documents. Neither the acceptance by the Borough, or any representative of the Borough, nor any payment for or acceptance of the whole or any part of the Work, nor any extension of the Contract Time, nor any possession taken by the Borough, shall operate as a waiver of any portion of the Contract or of any power herein reserved, or of any right to damages. A waiver by the Borough of any breach of the Contract shall not be held to be a waiver of any other subsequent breach. ARTICLE 14 - SUSPENSION OF WORK, DEFAULT AND TERMINATION 14.1 Borough May Suspend Work: 14.1.1 The Borough may, at any time, suspend the Work or any portion thereof by notice in writing to the Contractor. If the Work is suspended without cause the Contractor shall be allowed an increase in KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-50 the Contract Price or an extension of the Contract Time, or both, directly attributable to any suspension, if the Contractor makes an approved claim therefor as provided in Article 15. However, no adjustment shall be made under this clause for any suspension, delay, or interruption to the extent that suspension is due to the fault or negligence of the Contractor, or that suspension is necessary for Contract compliance, or that performance would have been so suspended, delayed, or interrupted by any other cause, including the fault or negligence of the Contractor. 14.1.2 In case of suspension of Work, the Contractor shall be responsible for preventing damage to or loss of any of the Work already performed and of all materials whether stored on or off the site or approved remote storage sites. 14.2 Default of Contract: 14.2.1 If the Contractor: a. Fails to begin the Work under the Contract within the time specified in the Proposal, or b. Fails to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workmen or suitable materials or equipment or failure to adhere to the progress schedule established under paragraph 6.6 as revised from time to time), or C. Performs the Work unsuitably or neglects or refuses to remove materials or to correct Defective Work. d. Discontinues the prosecution of the Work, or e. Fails to resume Work which has been discontinued within a reasonable time after notice to do so, or f. Becomes insolvent, except that if the Contractor declares bankruptcy termination shall be in accordance with all 11 U.S.C. 362 and/or 11 U.S.C. 365. In the event the Contractor declares bankruptcy the Contractor agrees that the Contract will be assumed or rejected in a timely manner so that Contract will be completed by the date specified in the Contract. g. Allows any final judgment to stand against it unsatisfied for period of 60 days, or h. Makes an assignment for the benefit of creditors without the consent of the Contracting Officer, or i. Disregards Regulatory Requirements of any public body having jurisdiction, or j. Otherwise violates in any substantial way any provisions of the Contact Documents, or k. For any cause whatsoever, fails to carry on the Work in an acceptable manner, the Contracting Officer may give notice in writing to the Contractor and his Surety of such delay, neglect, or default. 14.2.2 If the Contractor or Surety, within the time specified in the above notice of default, shall not proceed in accordance therewith, then the Borough may, upon written notification from the Contracting Officer of the fact of such delay, neglect or default and the Contractor's failure to comply with such notice, have full power and authority without violating the Contract, to take the prosecution of the Work out of the hands of the Contractor. The Borough may terminate the services of the Contractor, exclude the Contractor from the site and take possession of the Work and of all the Contractor's tools, appliances, construction equipment and machinery at the site and use the same to the full extent they could be used by the Contractor (without liability to the Contractor for trespass or conversion), incorporate in the Work all materials and equipment stored at the site or for which the Borough has paid the Contractor but which are stored elsewhere, and finish the Work as the Borough may deem KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-51 expedient. The Borough may enter into an agreement for the completion of said Contract according to the terms and provisions thereof, or use such other methods that in the opinion of the Contracting Officer are required for the completion of said Contract in an acceptable manner. 14.2.3 The Contracting Officer may, by written notice to the Contractor and its Surety or its representative, transfer the employment of the Work from the Contractor to the Surety, or if the Contractor abandons the Work undertaken under the Contract, the Contracting Officer may, at his option with written notice to the Surety and without any written notice to the Contractor, transfer the employment for said Work directly to the Surety. The Surety shall submit its plan for completion, to the Borough for approval prior to beginning completion of the Work. Approval of such contracts shall be in accordance with all applicable requirements and procedures for approval of subcontracts as stated in the Contract Documents. 14.2.4 Upon receipt of the notice terminating the services of the Contractor, the Surety shall enter upon the premises and take possession of all materials, tools, and appliances thereon for the purpose of completing the Work included under the Contract and employ by contract or otherwise any person or persons to finish the Work and provide the materials therefor, without termination of the continuing full force and effect of this Contract. In case of such transfer of employment to the Surety, the Surety shall be paid in its own name on estimates covering Work subsequently performed under the terms of the Contract and according to the terms thereof without any right of the Contractor to make any claim for the same or any part thereof. 14.2.5 If the Contract is terminated for default, the Contractor and the Surety shall be jointly and severally liable for damages for delay as provided by paragraph 11.8, and for the excess cost of completion, and all costs and expenses incurred by the Borough in completing the Work or arranging for completion of the Work, including but not limited to costs of assessing the Work to be done, costs associated with advertising, soliciting or negotiating for bids or proposals for completion, and other reprocurement costs. Following termination the Contractor shall not be entitled to receive any further balance of the amount to be paid under the Contract until the Work is fully finished and accepted, at which time if the unpaid balance exceeds the amount due the Borough and any amounts due to persons for whose benefit the Borough has withheld funds, such excess shall be paid by the Borough to the Contractor. If the damages, costs, and expenses due the Borough exceed the unpaid balance, the Contractor and its Surety shall pay the difference. 14.2.6 If after notice of termination of the Contractor's right to proceed under the provisions of this clause, it is determined for any reason that the Contractor was not in default under the provisions of this clause, or that the delay was excusable under the provisions of this clause, or that termination was wrongful, the rights and obligations of the parties shall be determined in accordance with the clause providing for convenience termination. 14.3 Rights or Remedies: Where the Contractor's services have been so terminated by the Borough, the termination will not affect any rights or remedies of the Borough against the Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due the Contractor by the Borough will not release the Contractor from liability. 14.4 Convenience Termination: KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-52 14.4.1 The performance of the Work may be terminated by the Borough in accordance with this section in whole or in part whenever for any reason the Contracting Officer shall determine that such termination is in the best interest of the Borough. Any such termination shall be effected by delivery to the Contractor of a "Notice of Termination," specifying termination is for the convenience of the Borough the extent to which performance of Work is terminated, and the date upon which such termination becomes effective. Immediately upon receipt of a "Notice of Termination" and except as otherwise directed by the Contracting Officer, the Contractor shall: a. Stop Work on the date and to the extent specified in the "Notice of Termination.;" b. Place no further orders or subcontracts for materials, services, or facilities except as may be necessary for completion of such portion of the Work as is not terminated; C. Terminate all orders and subcontracts to the extent that they relate to the performance of Work terminated by the "Notice of Termination;" d. With the written approval of the Contracting Officer, to the extent he may require, settle all outstanding liabilities and all claims arising out of such termination of orders and subcontracts, the costs which would be reimbursed, in whole, or in part in accordance with the provisions of the Contract; e. Submit to the Contracting Officer a list, certified as to quantity and quality, of any or all items of termination inventory exclusive of items the disposition of which had been directed or authorized by the Contracting Officer; f. Transfer to the Contracting Officer the completed or partially completed record drawings, Shop Drawings, information, and other property which, if the Contract had been completed, would be required to be furnished to the Borough; and g. Take such action as may be necessary, or as the Contracting Officer may direct, for the protection and preservation of the property related to the Contract which is in the possession of the Contractor and in which the Borough has or may acquire any interest. The Contractor shall proceed immediately with the performance of the above obligations. 14.4.2 When the Borough orders termination of the Work effective on a certain date, all Work in place as of that date will be paid for in accordance with Article 13 of the Contract Materials required for completion and on hand but not incorporated in the Work will be paid for at invoice cost plus 15 percent with materials becoming the property of the Borough - or the Contractor may retain title to the materials and be paid an agreed upon lump sum not defined, on order shall be canceled, and the Borough shall pay reasonable factory cancellation charges with the option of taking delivery of the materials in lieu of payment of cancellation charges. The Contractor shall be paid 10 percent of the cost, freight not included, of materials canceled, and direct expenses only for Contractor chartered freight transport which cannot be canceled without charges, to the extent that the Contractor can establish them. The extra costs due to cancellation of bonds and insurances and that part of job start-up and phase-out costs not amortized by the amount of Work accomplished shall be paid by the Borough. Charges for loss of profit or consequential damages shall not be recoverable except as provided above. 14.4.3 The termination claim shall be submitted promptly, but in no event later than 90 days from the effective date of termination, unless one or more extensions in writing are granted by the Contracting Officer upon request of the Contractor made in writing within the 90 day period. Upon failure of the Contractor to submit its termination claim within the time allowed, the Contracting Officer may determine, on the basis of information available to him, the amount, if any, due to the Contractor by KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-53 reason of the termination and shall thereupon pay to the Contractor by reason of the termination and shall pay to the Contractor the amount determined as follows: a. All costs and expenses reimbursable in accordance with the Contract not previously paid to the Contractor for the performance of the Work prior to the effective date of the "Notice of Termination;" b. So far as not included under "a" above, the cost of settling and paying claims arising out of the termination of the Work under subcontracts or orders which are properly chargeable to the terminated portions of the Contract; C. The reasonable costs of settlement with respect to the terminated portion of the Contract heretofore, to the extent that these costs have not been covered under the payment provisions of the Contract. 14.4.5 The Contractor shall have the right of appeal under the Borough's claim procedures, as defined in Article 15, for any determinations made by the Contracting Officer, except if the Contractor has failed to submit his claim within the time provided and has failed to request extension of such time, Contractor shall have no such right of appeal. In arriving at the amount due the Contractor under this section, there shall be deducted: 1. All previous payments made to the Contractor for the performance of Work under the Contract prior to termination; 2. Any claim for which the Borough may have against the Contractor; 3. The agreed price for, or the proceeds of sale of, any materials, supplies, or other things acquired by the Contractor or sold pursuant to the provisions of this section and not otherwise recovered by or credited to the Borough; and 4. All progress payments made to the Contractor under the provisions of this section. 14.4.6 Where the Work has been terminated by the Borough said termination shall not affect or terminate any of the rights of the Borough against the Contractor or his Surety then existing or which may thereafter accrue because of such default. Any retention or payment of monies by the Borough due to the Contractor under the terms of the Contract shall not release the Contractor or his Surety from liability. Unless otherwise provided for in the Contract Documents, or by applicable statute, the Contractor, from the effective date or termination and for a period of three years after final settlement under this Contract, shall preserve and make available to the Borough at all reasonable times at the office of the Contractor, all its books, records, documents, and other evidence bearing on the cost and expenses of the Contractor under his Contract and relating to the Work terminated hereunder. ARTICLE 15 - CLAIMS AND DISPUTES 15.1 Notification: In addition to the notice requirements set out elsewhere in this Contract, if the Contractor becomes aware of any act or occurrence which may form the basis of a claim by the Contractor for additional compensation or an extension of time for performance, or if any dispute arises regarding a question of fact or interpretation of the Contract, the Contractor shall immediately inform the Project Manager and Contracting Officer. If the matter cannot be resolved by agreement within seven days, the Contractor KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-54 shall, within the next 14 days, submit an "Intent to Claim" in writing to the Project Manager and Contracting Officer. The claim, if not resolved, shall be presented to the Contracting Officer, in writing, within 60 days following receipt of the "Intent to Claim." Receipt of the claim will be acknowledged in writing by the Contracting Officer. The Contractor agrees that unless these written notices are provided, the Contractor will have no entitlement to additional time or compensation for such act, event or condition. The Contractor shall in any case continue diligent performance of the Contract. 15.2 Presenting Claim: The claim shall specifically include the following: 15.2.1 The act, event or condition giving rise to the claim. 15.2.2 The Contract provisions which apply to the claim and under which relief is provided. 15.2.3 The item or items of Contract Work affected and how they are affected. 15.2.4 The specific relief requested, including contract time if applicable, and the basis upon which it was calculated. 15.3 Claim Validity, Additional Information, and Contracting Officer's Actions: The claim, in order to be valid, must not only show that the Contractor suffered damages or delay but that those conditions were actually a result of the act, event or condition complained of and that the Contract provides entitlement to relief to the Contractor for such act, event, or condition. The Contracting Officer reserves the right to make written request to the Contractor at any time for additional information which the Contractor may possess relative to the claim. The Contractor agrees to provide the Contracting Officer such additional information within 30 days of receipt of such a request. Failure to furnish such additional information may be regarded as a waiver of the claim. The claim, if not resolved by agreement within 90 days of its receipt, Contractor may submit a "Notice of Appeal" pursuant to Section 15.4. 15.4 Notice of Appeal: Within 30 days of receipt of the decision the Contractor may deliver a "Notice of Appeal" to the Borough Manager. The notice shall include specific exceptions to the Contracting Officer's decision, including specific provisions of the Contract, which the Contractor intends to rely upon in the appeal General assertions that the Contracting Officer's decision is contrary to law or to fact are not sufficient. 15.5 Borough Manager's Decision: The decision of the Borough Manager will be rendered within 120 days of "Notice of Appeal." This decision constitutes the exhaustion of contractual and administrative remedies. The time limits given above may only be extended by mutual consent. The decision of the Borough Manager shall be final and conclusive unless the Contractor commences action in the Alaska court system, Third Judicial District in Anchorage, Alaska, within 120 days from receipt thereof. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT GENERAL CONDITIONS CONTRACT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 007100-55 SECTION 00 8000 - SUPPLEMENTARY CONDITIONS INTENT 1.1 These Supplementary Conditions amend and supplement the General Conditions defined in Document 00 7000 and other provisions of the Contract Documents as indicated below. All provisions which are not so amended or supplemented remain in full force and effect. 1.2 The terms used in these Supplementary Conditions which are defined in the General Conditions have the meanings assigned to them in the General Conditions. 2.1 ARTICLE 4— LANDS AND PHYSICAL CONDITIONS A. Add the following: 1. Contractor use areas: Coordinate contractor use areas on site with the Owner. 2.2 ARTICLE S— BONDS, INSURANCE AND INDEMNIFICATION A. Add the following subparagraph: 1. 5.2.1: The bond value requirements are as follows: a. Provide a 100 percent Performance Bond. b. Provide a 100 percent Payment Bond. c. Deliver bonds within 3 days after execution of the Contract. 2.3 ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES A. Amend Section 6.1: Add the following subparagraph: 1. 6.1.1: The Contractor shall provide a copy of construction progress reports to the Owner on a weekly basis. C. Add Section 6.17.4: 1. When use or storage of explosives, or other hazardous materials, substances or equipment, or unusual methods are necessary for execution of the Work, the Contractor shall give the Owner reasonable advance notice. D. Add Section 6.20.1: 1. The Architect's review of Contractor's submittals will be limited to examination of an initial submittal and one (1) resubmittal. The Architect's review of additional submittals will be made only with the consent of the Owner after notification by the Architect. The Owner shall be entitled to deduct from the Contract Sum amounts paid to the Architect for evaluation of such additional resubmittals. 2.4 ARTICLE 7 - LAWS AND REGULATIONS: KODIAK ISLAND BOROUGH SCHOOL DISTRICT SUPPLEMENTARY CONDITIONS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 008000-1 A. Add the following subparagraphs to Section 7.14.2: 7.14.2.e: The Contractor shall pay prevailing laborers' and mechanics' rates of pay and other requirements as defined in the State of Alaska Statutes Title 36. Public Contracts AS 36.05 and AS36.10. f: All Contractors and Subcontractors will abide by the latest determination of the minimum wage rates as scheduled and published for this region by U.S. Department of Labor and the Alaska Department of Labor and will abide by all amendments, decisions and related regulations of these agencies. In the case of conflict between the two agencies with respect to hourly wage rates for any labor category, the higher published rate shall prevail. In accordance with provisions of AS 36.05.070 these minimum rates of pay shall be prominently posted at job site by Contractor. g. All Contractors and Subcontractors will abide by all applicable labor -standards provisions of the U.S. Department of Labor and the Alaska Department of Labor and other Federal and State agencies having jurisdiction over this project with respect to requirements concerning maximum hours of work, minimum rates of pay, overtime compensation, categories and classifications of employees, methods and timeliness (not less than once a week) of payment of ways, the preparation and preservation of weekly payroll records, and all other pertinent requirements. h. The Contractor shall comply with all applicable requirements of Title 36, Chapter 10 of the Alaska Statutes that have not been found unconstitutional by a court of competent jurisdiction. i. Contractor shall comply with all applicable reporting requirements of the Alaska Department of Licensing and Department of Labor. B. Add the Section 7.19 Equal Employment Opportunity: 1. The Contractor will not discriminate against any employee, or any applicant for employment, for unlawful reasons. 2. The Contractor will make all necessary efforts to insure, with respect to both his organization and his subcontractors, that the non-discrimination provisions of Paragraph SC2a shall be included in, but not limited to, the following actions: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rate of pay or other forms of compensation; and selection for training, including apprenticeship. 3. The Contractor shall furnish all information and reports which may be or become required by Federal or State agencies and will permit access to his books, records, and accounts by such agencies for purposes of investigation to ascertain compliance with applicable rules, regulations and orders. 2.5 ARTICLE 10 —CONTRACT PRICE: COMPUTATION AND CHANGE A. Delete Section 10.6.2 and replace with the following: When the value of change order work is determined by the lump sum method or by the time and materials method, the following definitions and percentages shall apply. Direct costs are defined as the net cost to Contractor to accomplish a given change. Costs of bonds and insurance associated with the change shall be applied after addition of indirect costs. Indirect costs are defined as general operational charges related to the accomplishment of a given KODIAK ISLAND BOROUGH SCHOOL DISTRICT SUPPLEMENTARY CONDITIONS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 008000-2 change, including but not limited to small tools, incidental job burdens and general office expense. B. Overhead and Profit Allowances for all indirect costs shall be identified as combined overhead and profit and shall not exceed the percentages in the following schedule: C. Additive work: 1. Prime Contractor: a. 15% of the direct costs of own work. b. 8% of the direct costs of work performed by subcontractors not including subcontractor's overhead and profit. c. 8% of the direct costs of equipment that requires furnishing and delivery only. 2. Subcontractor: a. 15% of the direct costs of own work. b. 8% of the direct costs of work performed by subcontractors not including subcontractor's overhead and profit. c. 8% of the direct costs of equipment that requires furnishing and delivery only. D. Deductive work: 1. Prime Contractor: 4% of the direct cost of own deleted work. E. No fee shall be payable on the basis of costs itemized under paragraph 10.5. F. When both additions and credits are involved in any one change, the adjustment in Contractor's fee shall be computed on the basis of the net change in accordance with paragraphs C through D, inclusive. G. Cost Breakdowns: for each response to Request for Proposal contractor shall provide the following information for Prime Contractor and all subcontractors: a. Number of man hours and cost per hour. b. Number of equipment hours and cost per hour. c. Materials quantity and unit prices. 2.6 ARTICLE 11—CONTRACT TIME: COMPUTATION AND CHANGE A. Amend the following subparagraphs: 1. 11.1: Contract Time is identified in 00 1000 - Invitation to Bid. 2. 11.8: This project is an important public facility. Thus, any extension of the completion date of the project will have far reaching consequences. For this reason, the Owner and Contractor will and do agree by contract to measure damages for delayed construction by a liquidated fixed sum calculated as set forth below. If the Contractor fails to complete the work within the time specified in the contract, or any extension, the Owner shall collect from the Contractor, liquidated damages in the sum of $500 per day until substantial completion is attained. If the Owner terminates the Contractor's right to proceed, the resulting damage will consist of liquidated damages until such reasonable time as may be required for final completion of the work, together with any increased costs occasioned the Owner in completing the work. KODIAK ISLAND BOROUGH SCHOOL DISTRICT SUPPLEMENTARY CONDITIONS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 008000-3 If the Owner does not terminate the Contractor's right to proceed, the resulting damage will consist of liquidated damages until the work is completed or accepted. ADDITIONAL ARTICLE 1 - DEFINITIONS A. Products: Means new material, machinery, components, equipment, fixtures, and systems forming the Work, but does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. Products may also include existing materials or components required for reuse. B. Furnish or Supply: To supply and deliver, unload, inspect for damage. C. Install: To unpack, assemble, erect, apply, place, finish, cure, protect, clean, and ready for use. D. Provide: To furnish or supply, plus install. E. Project Manual: The Project Manual is the volume usually assembled for the Work which includes the Bid Documents, Contract Documents, and Specifications. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT SUPPLEMENTARY CONDITIONS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 008000-4 SECTION 00 9000 - DOCUMENTS REQUIRED AT CLOSEOUT 1. The following forms must be fully executed and submitted to the Owner prior to final approval and final payment: a. Notice of Completion of Public Works b. Kodiak Island Borough Release from Contract c. Alaska Department of Revenue, Tax Clearance Request Form d. Alaska Department of Labor and Workforce Development Tax Clearance Request Form e. AIA G706A Release of Liens f. AIA G704 Substantial Completion Certificate END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT DOCUMENTS REQUIRED AT CLOSEOUT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 009000-1 SECTION 011000 - SUMMARY PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Project information. 2. Work covered by Contract Documents. 3. Phased construction. 4. Work by Owner. 5. Work under separate contracts. 6. Future work. 7. Access to site. 8. Coordination with occupants. 9. Work restrictions. 10. Specification and drawing conventions. B. Related Requirements: 1. Section 01 5000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities. 1.3 PROJECT INFORMATION A. Project Identification: PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 1. Project Location: Kodiak, Alaska B. Owner: Kodiak Island Borough 1. Owner's Representative: Patricia Valerio C. Architect: Jensen Yorba Wall, Inc. 1.4 WORK COVERED BY CONTRACT DOCUMENTS A. The Work of Project is defined by the Contract Documents and consists of the following: KODIAK ISLAND BOROUGH SCHOOL DISTRICT SUMMARY PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 011000-1 1. Project includes removal and replacement of membrane roofing system and some mechanical & electrical items in an existing school building. B. type of contract: 1. Project will be constructed under a single prime contract. 1.5 WORK BY OWNER A. General: Cooperate fully with Owner so work may be carried out smoothly, without interfering with or delaying work under this Contract or work by Owner. Coordinate the Work of this Contract with work performed by Owner. B. Preceding Work: Owner will perform the following construction operations at Project site. Those operations are scheduled to be substantially complete before work under this Contract begins. 1. None. 1.6 WORK UNDER SEPARATE CONTRACTS A. General: Cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract or other contracts. Coordinate the Work of this Contract with work performed under separate contracts. B. Subsequent Work: Owner will award separate contract(s) for the following additional work to be performed at site following Substantial Completion. Completion of that work will depend on successful completion of preparatory work under this Contract. 1. None. 1.7 ACCESS TO SITE A. General: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section. B. Use of Site: Limit use of Project site to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated. 1. Driveways, Walkways and Entrances: Keep driveways, loading areas, and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. a. Schedule deliveries to minimize use of driveways and entrances by construction operations. KODIAK ISLAND BOROUGH SCHOOL DISTRICT SUMMARY PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 011000-2 b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site. C. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations. 1.8 COORDINATION WITH OCCUPANTS A. Owner Occupancy: Owner will occupy the premises during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's operations. Maintain existing exits unless otherwise indicated. 1. Maintain access to existing walkways, entrances, driveways, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and authorities having jurisdiction. 2. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's operations. 3. See Section 1.9 for In -Session dates. When In -Session, the school will be fully occupied by staff and students. During In -Session dates, the Owner's operations during normal school hours shall not be impacted by construction activities. B. Owner Limited Occupancy of Completed Areas of Construction: Owner reserves the right to occupy and to place and install equipment in completed portions of the Work, prior to Substantial Completion of the Work, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and limited occupancy shall not constitute acceptance of the total Work. 1. Architect will prepare a Certificate of Substantial Completion for each specific portion of the Work to be occupied prior to Owner acceptance of the completed Work. 2. Obtain a Certificate of Occupancy from authorities having jurisdiction before limited Owner occupancy. 3. Before limited Owner occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed. On occupancy, Owner will operate and maintain mechanical and electrical systems serving occupied portions of Work. 4. On occupancy, Owner will assume responsibility for maintenance and custodial service for occupied portions of Work. 1.9 WORK RESTRICTIONS A. Work Restrictions, General: Comply with restrictions on construction operations. 1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction. KODIAK ISLAND BOROUGH SCHOOL DISTRICT SUMMARY PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 011000-3 B. On -Site Work Hours: 1. School is In -Session prior to May 26, 2023, and after August 28, 2023. 2. When In -Session, loud or invasive activities on school property during normal school hours (8am — 3pm), Monday — Friday must be coordinated with the Owner's representative. Work will not be prohibited, but Owner's representative may request loud or invasive activities be moved away from some building portions when school is In Session. Contractor will be allowed to work in and around the entire facility at all times outside of normal school hours, including nights and weekends. 3. When In -Session, work during normal school hours, defined as 8am — 3pm, Monday through Friday, shall be limited to support spaces, vacant spaces, or corridor work where movement of facility personnel is not restricted. Contractor shall coordinate with Borough Project Manager for a schedule of available offices, and similar work spaces that may be vacant during these hours. 4. Access restrictions after normal school hours shall be lifted for all spaces, unless circumstances require after-hours work in a space by facility personnel. Coordinate access with Owner's representative 5. Hours for Utility Shutdowns; hours for noisy activities: Coordinate with Owner's representative. 6. When school is not In -Session, Contractor shall be allowed to work in the facility at all times, including nights and weekends. C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated: 1. Notify Owner not less than two days in advance of proposed utility interruptions. 2. Obtain Owner's written permission before proceeding with utility interruptions. 3. Utility interruptions during normal school hours when school is In -Session is not allowed. D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner. 1. Schedule disruptive operations after normal school hours when school is In -Session. 2. Obtain Owner's written permission before proceeding with disruptive operations. E. Controlled Substances: Use of tobacco products and other controlled substances within the existing building and on Project site is not permitted. KODIAK ISLAND BOROUGH SCHOOL DISTRICT SUMMARY PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 011000-4 F. Employee Identification: Owner will provide identification tags for Contractor personnel working on Project site. Require personnel to use identification tags at all times. G. Employee Screening: Comply with Owner's requirements for drug and background screening of Contractor personnel working on Project site. 1. Maintain list of approved screened personnel with Owner's representative. 1.10 SPECIFICATION AND DRAWING CONVENTIONS A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows: 1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase. 2. Specification requirements are to be performed by Contractor unless specifically stated otherwise. B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications. C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products: 1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections. 2. Abbreviations: Materials and products are identified by abbreviations scheduled on Drawings. 3. Keynoting: Materials and products are identified by reference keynotes referencing Specification Section numbers found in this Project Manual. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT SUMMARY 011000-5 SECTION 012300 - ALTERNATES PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for alternates. 1.3 DEFINITIONS A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to deducted from the base bid amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents. 1. Alternates described in this Section are part of the Work only if enumerated in the Agreement. 2. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternate into the Work. No other adjustments are made to the Contract Sum. 1.4 PROCEDURES A. All alternates will be Additive Alternates. B. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project. 1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of alternate. C. Notification: Immediately following award of the Contract, notify each party involved, in writing, of the status of each alternate. Indicate if alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated revisions to alternates. D. Execute accepted alternates under the same conditions as other work of the Contract. KODIAK ISLAND BOROUGH SCHOOL DISTRICT ALTERNATES MAIN ELEMENTARY SCHOOL ROOF REPLACEMENT 012300-1 E. Schedule: A schedule of alternates is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 SCHEDULE OF ADDITIVE ALTERNATES A. Alternate No. 1: 1998 WING ROOF REPLACMENT. 1. Work will include roof replacement on the 1998 wing as shown in the drawings. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT MAIN ELEMENTARY SCHOOL ROOF REPLACEMENT ALTERNATES 012300-2 SECTION 012500 - CONTRACT MODIFICATION PROCEDURES PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements for handling and processing Contract modifications. B. Related Sections include the following: 1. Division 1 Section "Product Requirements" for administrative procedures for handling requests for substitutions made after Contract award. 1.3 MINOR CHANGES IN THE WORK A. Architect will issue through Construction Manager supplemental instructions authorizing Minor Changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on AIA Document G710, "Architect's Supplemental Instructions." 1.4 PROPOSAL REQUESTS A. Owner -Initiated Proposal Requests: Architect will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications. 1. Proposal Requests issued by Architect are for information only. Do not consider them instructions either to stop work in progress or to execute the proposed change. 2. Within time specified in Proposal Request after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change. a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities. b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. C. Include costs of labor and supervision directly attributable to the change. d. Include an updated Contractor's Construction Schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time. KODIAK ISLAND BOROUGH SCHOOL DISTRICT CONTRACT MODIFICATION PROCEDURES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 012500-1 B. Contractor -Initiated Proposals: If latent or unforeseen conditions require modifications to the Contract, Contractor may propose changes by submitting a request for a change to Architect. 1. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time. 2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. 3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. 4. Include costs of labor and supervision directly attributable to the change. 5. Include an updated Contractor's Construction Schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time. 6. Comply with requirements in Division 1 Section "Product Requirements" if the proposed change requires substitution of one product or system for product or system specified. C. Proposal Request Form: Use AIA Document G709 for Proposal Requests. 1.5 CHANGE ORDER PROCEDURES A. On Owner's approval of a Proposal Request, Architect will issue a Change Order for signatures of Owner and Contractor on AIA Document G701. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT CONTRACT MODIFICATION PROCEDURES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 012500-2 SECTION 012900 - PAYMENT PROCEDURES PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment. B. Related Sections include the following: 1. Division 1 Section "Contract Modification Procedures" for administrative procedures for handling changes to the Contract. 1.3 DEFINITIONS A. Schedule of Values: A statement furnished by Contractor allocating portions of the Contract Sum to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 1.4 SCHEDULE OF VALUES A. Coordination: Coordinate preparation of the Schedule of Values with preparation of Contractor's Construction Schedule. 1. Correlate line items in the Schedule of Values with other required administrative forms and schedules, including the following: a. Application for Payment forms with Continuation Sheets. b. Submittals Schedule. C. Contractor's Construction Schedule. 2. Submit the Schedule of Values to Architect at earliest possible date but no later than seven days before the date scheduled for submittal of initial Applications for Payment. 3. Subschedules: Where the Work is separated into phases requiring separately phased payments, provide subschedules showing values correlated with each phase of payment. Show all values for roof replacement and floor finish replacement separately from other pay items for both basic bid and alternate bid areas. B. Format and Content: Use the Project Manual table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification Section. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PAYMENT PROCEDURES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 012900-1 1. Identification: Include the following Project identification on the Schedule of Values: a. Project name and location. b. Name of Architect. C. Architect's project number. d. Contractor's name and address. e. Date of submittal. 2. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed: a. Related Specification Section or Division. b. Description of the Work. C. Name of subcontractor. d. Name of manufacturer or fabricator. e. Name of supplier. f. Change Orders (numbers) that affect value. g. Dollar value. 1) Percentage of the Contract Sum to nearest one-hundredth percent, adjusted to total 100 percent. 3. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Provide several line items for principal subcontract amounts, where appropriate. 4. Round amounts to nearest whole dollar; total shall equal the Contract Sum. S. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed. a. Differentiate between items stored on-site and items stored off-site. If specified, include evidence of insurance or bonded warehousing. 6. Provide separate line items in the Schedule of Values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work. 7. Each item in the Schedule of Values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item. a. Temporary facilities and other major cost items that are not direct cost of actual work -in-place may be shown either as separate line items in the Schedule of Values or distributed as general overhead expense, at Contractor's option. 8. Schedule Updating: Update and resubmit the Schedule of Values before the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT PAYMENT PROCEDURES 012900-2 1.5 APPLICATIONS FOR PAYMENT A. Each Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner. 1. Initial Application for Payment, Application for Payment at time of Substantial Completion, and final Application for Payment involve additional requirements. B. Payment Application Times: The date for each progress payment is indicated in the Agreement between Owner and Contractor. The period of construction Work covered by each Application for Payment is the period indicated in the Agreement. C. Payment Application Times: Progress payments shall be submitted to Architect by the fifth day of the month. The period covered by each Application for Payment is one month, ending on the last day of the month. D. Payment Application Forms: Use AIA Document G702 and AIA Document G703 Continuation Sheets as form for Applications for Payment. E. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Architect will return incomplete applications without action. 1. Entries shall match data on the Schedule of Values and Contractor's Construction Schedule. Use updated schedules if revisions were made. 2. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application. F. Transmittal: Submit 3 signed and notarized original copies of each Application for Payment to Architect by a method ensuring receipt within 24 hours. One copy shall include waivers of lien and similar attachments if required. 1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application. G. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following: 1. List of subcontractors. 2. Schedule of Values. 3. Contractor's Construction Schedule (preliminary if not final). 4. Products list. 5. Schedule of unit prices. 6. Submittals Schedule (preliminary if not final). 7. List of Contractor's staff assignments. 8. Copies of building permits. 9. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work. 10. Initial progress report. 11. Report of preconstruction conference. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PAYMENT PROCEDURES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 012900-3 12. Certificates of insurance and insurance policies. 13. Performance and payment bonds. 14. Data needed to acquire Owner's insurance. 15. Initial settlement survey and damage report if required. H. Application for Payment at Substantial Completion: After issuing the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete. 1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum. 2. This application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work. Final Payment Application: Submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following: 1. Evidence of completion of Project closeout requirements. 2. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid. 3. Updated final statement, accounting for final changes to the Contract Sum. 4. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims." S. AIA Document G706A, "Contractor's Affidavit of Release of Liens." 6. AIA Document G707, "Consent of Surety to Final Payment." 7. Evidence that claims have been settled. 8. Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of Substantial Completion or when Owner took possession of and assumed responsibility for corresponding elements of the Work. 9. Final, liquidated damages settlement statement. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT PAYMENT PROCEDURES 012900-4 SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following: 1. Coordination Drawings. 2. Administrative and supervisory personnel. 3. Project meetings. 4. Requests for Interpretation (RFIs). B. Each contractor shall participate in coordination requirements. Certain areas of responsibility will be assigned to a specific contractor. C. Related Sections include the following: 1. Division 1 Section "Construction Progress Documentation" for preparing and submitting Contractor's Construction Schedule. 2. Division 1 Section "Execution Requirements" for procedures for coordinating general installation and field -engineering services, including establishment of benchmarks and control points. 3. Division 1 Section "Closeout Procedures" for coordinating closeout of the Contract. 1.3 DEFINITIONS A. RFI: Request from Contractor seeking interpretation or clarification of the Contract Documents. 11101 ��4Ti101.191 POUR11901 A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, that depend on each other for proper installation, connection, and operation. 1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PROJECT MANAGEMENT AND COORDINATION PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 013100-1 2. Coordinate installation of different components with other contractors to ensure maximum accessibility for required maintenance, service, and repair. 3. Make adequate provisions to accommodate items scheduled for later installation. 4. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical. B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings. C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: 1. Preparation of Contractor's Construction Schedule. 2. Preparation of the Schedule of Values. 3. Installation and removal of temporary facilities and controls. 4. Delivery and processing of submittals. 5. Progress meetings. 6. Project closeout activities. 7. Startup and adjustment of systems. 1.5 SUBMITTALS A. Coordination Drawings: Prepare Coordination Drawings if limited space availability necessitates maximum utilization of space for efficient installation of different components or if coordination is required for installation of products and materials fabricated by separate entities. 1. Content: Project -specific information, drawn accurately to scale. Do not base Coordination Drawings on reproductions of the Contract Documents or standard printed data. Include the following information, as applicable: a. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems. b. Indicate required installation sequences. C. Indicate dimensions shown on the Contract Drawings and make specific note of dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Architect for resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract. 2. Sheet Size: At least 8-1/2 by 11 inches but no larger than 30 by 40 inches. 3. Number of Copies: Submit two Insert number opaque copies of each submittal. Architect will return. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT PROJECT MANAGEMENT AND COORDINATION 013100-2 B. Key Personnel Names: Within 15 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including home and office telephone numbers. Provide names, addresses, and telephone numbers of individuals assigned as standbys in the absence of individuals assigned to Project. 1. Post copies of list in Project meeting room, in temporary field office, and by each temporary telephone. Keep list current at all times. 1.6 PROJECT MEETINGS A. General: Schedule and conduct meetings and conferences at Project site, unless otherwise indicated. 1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner and Architect of scheduled meeting dates and times. 2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees. 3. Minutes: Record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including Owner and Architect, within three days of the meeting. B. Preconstruction Conference: Schedule a preconstruction conference before starting construction, at a time convenient to Owner, Construction Manager, and Architect, but no later than 15 days after execution of the Agreement. Hold the conference at Project site or another convenient location. Conduct the meeting to review responsibilities and personnel assignments. 1. Attendees: Authorized representatives of Owner, Construction Manager, Architect, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. 2. Agenda: Discuss items of significance that could affect progress, including the following: a. Tentative construction schedule. b. Critical work sequencing and long -lead items. C. Designation of key personnel and their duties. d. Procedures for processing field decisions and Change Orders. e. Procedures for RFIs. f. Procedures for testing and inspecting. g. Procedures for processing Applications for Payment. h. Submittal procedures. i. Use of the premises and existing building. j. Work restrictions. k. Owner's occupancy requirements. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PROJECT MANAGEMENT AND COORDINATION PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 013100-3 I. Responsibility for temporary facilities and controls. M. Construction waste management and recycling. n. Parking availability. o. Office, work, and storage areas. P. Equipment deliveries and priorities. q. First aid. r. Security. S. Progress cleaning. t. Working hours. C. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each construction activity that requires coordination with other construction. 1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise Architect and Construction Manager of scheduled meeting dates. 2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following: a. The Contract Documents. b. Options. C. Related RFIs. d. Related Change Orders. e. Purchases. f. Deliveries. g. Submittals. h. Possible conflicts. i. Compatibility problems. j. Time schedules. k. Weather limitations. I. Manufacturer's written recommendations. M. Warranty requirements. n. Compatibility of materials. o. Acceptability of substrates. p. Temporary facilities and controls. q. Space and access limitations. r. Regulations of authorities having jurisdiction. S. Testing and inspecting requirements. t. Installation procedures. U. Coordination with other work. V. Required performance results. W. Protection of adjacent work. X. Protection of construction and personnel. 3. Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PROJECT MANAGEMENT AND COORDINATION PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 013100-4 4. Reporting: Distribute minutes of the meeting to each party present and to parties who should have been present. 5. Do not proceed with installation if the conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date. D. Progress Meetings: Conduct progress meetings at weekly intervals. Coordinate dates of meetings with preparation of payment requests. 1. Attendees: In addition to Construction Manager, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. Architect will attend as needed. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. 2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project. a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's Construction Schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. 1) Review schedule for next period. b. Review present and future needs of each entity present, including the following: 1) Status of submittals. 2) Field observations. 3) RFIs. 4) Status of proposal requests. 5) Status of Change Orders. 6) Pending claims and disputes. 7) Documentation of information for payment requests. 3. Minutes: Construction Manager will record and distribute to Contractor the meeting minutes. 4. Reporting: Distribute minutes of the meeting to each party present and to parties who should have been present. a. Schedule Updating: Revise Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT PROJECT MANAGEMENT AND COORDINATION 013100-5 1.7 REQUESTS FOR INTERPRETATION (RFIs) A. Procedure: Immediately on discovery of the need for interpretation of the Contract Documents, and if not possible to request interpretation at Project meeting, prepare and submit an RFI in the form specified. 1. RFIs shall originate with Contractor. RFIs submitted by entities other than Contractor will be returned with no response. 2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors. B. Content of the RFI: Include a detailed, legible description of item needing interpretation and the following: 1. Project name. 2. Date. 3. Name of Contractor. 4. Name of Architect. 5. RFI number, numbered sequentially. 6. Specification Section number and title and related paragraphs, as appropriate. 7. Drawing number and detail references, as appropriate. 8. Field dimensions and conditions, as appropriate. 9. Contractor's suggested solution(s). If Contractor's solution(s) impact the Contract Time or the Contract Sum, Contractor shall state impact in the RFI. 10. Contractor's signature. 11. Attachments: Include drawings, descriptions, measurements, photos, Product Data, Shop Drawings, and other information necessary to fully describe items needing interpretation. a. Supplementary drawings prepared by Contractor shall include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments. C. Hard -Copy RFIs: CSI Form 13.2A. 1. Identify each page of attachments with the RFI number and sequential page number. D. Software -Generated RFIs: Software -generated form with substantially the same content as indicated above. 1. Attachments shall be electronic files in Adobe Acrobat PDF format. E. Architect's Action: Architect will review each RFI, determine action required, and return it. Allow seven working days for Architect's response for each RFI. RFIs received after 1:00 p.m. will be considered as received the following working day. 1. The following RFIs will be returned without action: a. Requests for approval of submittals. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PROJECT MANAGEMENT AND COORDINATION PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 013100-6 b. Requests for approval of substitutions. C. Requests for coordination information already indicated in the Contract Documents. d. Requests for adjustments in the Contract Time or the Contract Sum. e. Requests for interpretation of Architect's actions on submittals. f. Incomplete RFIs or RFIs with numerous errors. 2. Architect's action may include a request for additional information, in which case Architect's time for response will start again. 3. Architect's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal according to Division 1 Section "Contract Modification Procedures." a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Architect and Construction Manager in writing within 10 days of receipt of the RFI response. F. On receipt of Architect's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Architect within seven days if Contractor disagrees with response. G. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log bi-weekly. Software log with not less than the following: 1. Project name. 2. Name and address of Contractor. 3. Name and address of Architect. 4. RFI number including RFIs that were dropped and not submitted. 5. RFI description. 6. Date the RFI was submitted. 7. Date Architect's response was received. 8. Identification of related Minor Change in the Work, Construction Change Directive, and Proposal Request, as appropriate. 9. Identification of related Field Order, Work Change Directive, and Proposal Request, as appropriate. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT PROJECT MANAGEMENT AND COORDINATION PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 013100-7 SECTION 013300 - SUBMITTAL PROCEDURES PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals. 1.3 DEFINITIONS A. Action Submittals: Written and graphic information that requires Architect's responsive action. B. Informational Submittals: Written information that does not require Architect's responsive action. Submittals may be rejected for not complying with requirements. 1.4 SUBMITTAL PROCEDURES A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination. a. Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. B. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals. 1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination. KODIAK ISLAND BOROUGH SCHOOL DISTRICT SUBMITTAL PROCEDURES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 013300-1 2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal. 3. Resubmittal Review: Allow 15 days for review of each resubmittal. 4. Sequential Review: Where sequential review of submittals by Architect's consultants, Owner, or other parties is indicated, allow 21 days for initial review of each submittal. C. Identification: Place a permanent label or title block on each submittal for identification. 1. Indicate name of firm or entity that prepared each submittal on label or title block. 2. Provide a space approximately 6 by 8 inches (150 by 200 mm) on label or beside title block to record Contractor's review and approval markings and action taken by Architect. 3. Include the following information on label for processing and recording action taken: a. Project name. b. Date. C. Name and address of Architect. d. Name and address of Contractor. e. Name and address of subcontractor. f. Name of manufacturer. g. Submittal number or other unique identifier, including revision identifier. 1) Submittal number shall use Specification Section number followed by a decimal point and then a sequential number (e.g., 06 100.01). Resubmittals shall include an alphabetic suffix after another decimal point (e.g., 06 100.01.A). h. Number and title of appropriate Specification Section. i. Drawing number and detail references, as appropriate. j. Location(s) where product is to be installed, as appropriate. k. Other necessary identification. D. Deviations: Highlight or otherwise specifically identify deviations from the Contract Documents on submittals. E. Additional Copies: Unless additional copies are required for final submittal, and unless Architect or Construction Manager observes noncompliance with provisions in the Contract Documents, initial submittal may serve as final submittal. 1. Submit one copy of submittal to concurrent reviewer in addition to specified number of copies to Architect. 2. Additional copies submitted for maintenance manuals will not be marked with action taken and will be returned. F. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Architect will return submittals, without review, received from sources other than Contractor. 1. Transmittal Form: Provide locations on form for the following information: KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT SUBMITTAL PROCEDURES 013300-2 a. Project name. b. Date. C. Destination (To:). d. Source (From:). e. Names of subcontractor, manufacturer, and supplier. f. Specification Section number and title. 2. On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Architect on previous submittals, and deviations from requirements in the Contract Documents, including minor variations and limitations. Include same label information as related submittal. G. Resubmittals: Make resubmittals in same form and number of copies as initial submittal. 1. Note date and content of previous submittal. 2. Note date and content of revision in label or title block and clearly indicate extent of revision. 3. Resubmit submittals until they are approved by Architect. H. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms. Use for Construction: Use only final submittals approved by Architect. PART 2 - PRODUCTS 2.1 ACTION SUBMITTALS A. General: Prepare and submit Action Submittals required by individual Specification Sections. 1. Submit electronic submittals directly to extranet specifically established for Project. B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. 1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data. 2. Mark each copy of each submittal to show which products and options are applicable. 3. Include the following information, as applicable: a. Manufacturer's written recommendations. b. Manufacturer's product specifications. C. Manufacturer's installation instructions. d. Standard color charts. e. Manufacturer's catalog cuts. f. Wiring diagrams showing factory -installed wiring. KODIAK ISLAND BOROUGH SCHOOL DISTRICT SUBMITTAL PROCEDURES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 013300-3 g. Operational range diagrams. h. Standard product operation and maintenance manuals. i. Compliance with specified referenced standards. j. Testing by recognized testing agency. k. Notation of coordination requirements. 4. Submit Product Data before or concurrent with Samples. 5. Number of Copies: Submit one copy of Product Data, unless otherwise indicated. Architect will return one copy. Mark up and retain one returned copy as a Project Record Document. C. Shop Drawings: Prepare Project -specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. 1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable: a. Dimensions. b. Identification of products. C. Fabrication and installation drawings. d. Roughing -in and setting diagrams. e. Wiring diagrams showing field -installed wiring, including power, signal, and control wiring. f. Schedules. g. Design calculations. h. Compliance with specified standards. i. Notation of coordination requirements. j. Notation of dimensions established by field measurement. k. Relationship to adjoining construction clearly indicated. I. Wiring Diagrams: Differentiate between manufacturer -installed and field - installed wiring. 2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 30 by 40 inches. D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed. 1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package. 2. Identification: Attach label on unexposed side of Samples that includes the following: a. Project Name. b. Number and title of appropriate Specification Section. 3. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available. KODIAK ISLAND BOROUGH SCHOOL DISTRICT SUBMITTAL PROCEDURES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 013300-4 E. Application for Payment: Comply with requirements specified in Division 1 Section "Payment Procedures." 2.2 INFORMATIONAL SUBMITTALS A. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency. B. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment. Comply with requirements specified in Division 1 Section "Operation and Maintenance Data." C. Design Data: Prepare written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and a summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Include page numbers. D. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer. Include the following, as applicable: 1. Preparation of substrates. 2. Required substrate tolerances. 3. Sequence of installation or erection. 4. Required installation tolerances. S. Required adjustments. 6. Recommendations for cleaning and protection. E. Insurance Certificates and Bonds: Prepare written information indicating current status of insurance or bonding coverage. Include name of entity covered by insurance or bond, limits of coverage, amounts of deductibles, if any, and term of the coverage. F. Material Safety Data Sheets (MSDSs): Submit information directly to Owner; do not submit to Architect. 1. Architect will not review submittals that include MSDSs and will return the entire submittal for resubmittal. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT SUBMITTAL PROCEDURES 013300-5 PART 3 - EXECUTION 3.1 CONTRACTOR'S REVIEW A. Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect. 3.2 ARCHITECT'S / ACTION A. General: Architect will not review submittals that do not bear Contractor's approval stamp and will return them without action. B. Action Submittals: Architect will review each submittal, make marks to indicate corrections or modifications required, and return it. Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken. C. Informational Submittals: Architect will review each submittal and will not return it, or will return it if it does not comply with requirements. Architect will forward each submittal to appropriate party. D. Partial submittals are not acceptable, will be considered nonresponsive, and will be returned without review. E. Submittals not required by the Contract Documents may not be reviewed and may be discarded. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT SUBMITTAL PROCEDURES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 013300-6 SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes requirements for temporary utilities, support facilities, and security and protection facilities. B. Related Sections include the following: 1. Division 1 Section "Summary" for limitations on utility interruptions and other work restrictions. 2. Division 1 Section "Submittal Procedures" for procedures for submitting copies of implementation and termination schedule and utility reports. 3. Divisions 2 through 16 Sections for temporary heat, ventilation, and humidity requirements for products in those Sections. 1.3 DEFINITIONS A. Permanent Enclosure: As determined by Architect, permanent or temporary roofing is complete, insulated, and weathertight; exterior walls are insulated and weathertight; and all openings are closed with permanent construction or substantial temporary closures. 1.4 USE CHARGES A. General: Cost or use charges for temporary facilities shall be included in the Contract Sum. Allow other entities to use temporary services and facilities without cost, including, but not limited to, Architect, occupants of Project, testing agencies, and authorities having jurisdiction. B. Sewer Service: Owner to pay sewer service use charges for sewer usage by all entities for construction operations. C. Water Service: Owner to pay water service use charges for water used by all entities for construction operations. D. Electric Power Service: Owner to pay electric power service use charges for electricity used by all entities for construction operations. KODIAK ISLAND BOROUGH SCHOOL DISTRICT TEMPORARY FACILITIES AND CONTROLS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 015000-1 1.5 QUALITY ASSURANCE A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70. B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits. 1.6 PROJECT CONDITIONS A. Temporary Use of Permanent Facilities: Installer of each permanent service shall assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before Owner's acceptance, regardless of previously assigned responsibilities. PART 2 - PRODUCTS 2.1 TEMPORARY FACILITIES A. Field Offices, General: Prefabricated or mobile units with serviceable finishes, temperature controls, and foundations adequate for normal loading. 1. Use of the Owner's existing building as a field office will not be allowed. Use of the Owner's existing kitchen facilities / break area will not be allowed. B. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate materials and equipment for construction operations. 1. Store combustible materials apart from building. 2.2 EQUIPMENT A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT TEMPORARY FACILITIES AND CONTROLS 015000-2 B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities. 3.2 TEMPORARY UTILITY INSTALLATION A. Water Service: Use of Owner's existing water service facilities will be permitted, as long as facilities are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore these facilities to condition existing before initial use. B. Sanitary Facilities: Use of Owner's existing sanitary service facilities will not be permitted. C. Heating: Use of Owners heat shall be allowed to the extent that it is available. D. Electric Power Service: Use of Owner's existing electric power service will be permitted, as long as equipment is maintained in a condition acceptable to Owner. E. Lighting: Use of Owner's existing lighting service will be permitted, as long as equipment is maintained in a condition acceptable to Owner. 3.3 SUPPORT FACILITIES INSTALLATION A. Traffic Controls: Comply with requirements of authorities having jurisdiction. 1. Protect existing site improvements to remain including curbs, pavement, and utilities. 2. Maintain access for fire -fighting equipment and access to fire hydrants. B. Parking: Provide temporary parking areas for construction personnel. 3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having jurisdiction for erecting structurally adequate barricades, including warning signs and lighting. B. Temporary Enclosures: Provide temporary enclosures for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. Provide temporary weathertight enclosure for building exterior. C. Temporary Fire Protection: Install and maintain temporary fire -protection facilities of types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 241. 1. Prohibit smoking in construction areas. 2. Supervise welding operations, combustion -type temporary heating units, and similar sources of fire ignition according to requirements of authorities having jurisdiction. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT TEMPORARY FACILITIES AND CONTROLS 015000-3 3.5 OPERATION, TERMINATION, AND REMOVAL A. Temporary Facility Changeover: Do not change over from using temporary security and protection facilities to permanent facilities until Substantial Completion. B. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired. 1. Materials and facilities that constitute temporary facilities are property of Contractor. Owner reserves right to take possession of Project identification signs. 2. At Substantial Completion, clean and renovate permanent facilities used during construction period. Comply with final cleaning requirements specified in Division 1 Section "Closeout Procedures." END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT TEMPORARY FACILITIES AND CONTROLS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 015000-4 SECTION 016000 - PRODUCT REQUIREMENTS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for selection of products for use in Project; product delivery, storage, and handling; manufacturers' standard warranties on products; special warranties; product substitutions; and comparable products. B. Related Sections include the following: 1. Division 1 Section "Closeout Procedures" for submitting warranties for Contract closeout. 2. Divisions 2 through 16 Sections for specific requirements for warranties on products and installations specified to be warranted. 1.3 DEFINITIONS A. Products: Items purchased for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. 1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation shown or listed in manufacturer's published product literature, that is current as of date of the Contract Documents. 2. New Products: Items that have not previously been incorporated into another project or facility. Products salvaged or recycled from other projects are not considered new products. 3. Comparable Product: Product that is demonstrated and approved through submittal process, or where indicated as a product substitution, to have the indicated qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product. B. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor. C. Basis -of -Design Product Specification: Where a specific manufacturer's product is named and accompanied by the words "basis of design," including make or model number or other designation, to establish the significant qualities related to type, function, dimension, in- service performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of other named manufacturers. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PRODUCT REQUIREMENTS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 016000-1 1.4 SUBMITTALS A. Product List: Submit a list, in tabular from, showing specified products. Include generic names of products required. Include manufacturer's name and proprietary product names for each product. 1. Coordinate product list with Contractor's Construction Schedule and the Submittals Schedule. 2. Initial Submittal: Within 30 days after date of commencement of the Work, submit 3 copies of initial product list. Include a written explanation for omissions of data and for variations from Contract requirements. a. At Contractor's option, initial submittal may be limited to product selections and designations that must be established early in Contract period. 3. Completed List: Within 60 days after date of commencement of the Work, submit 6 copies of completed product list. Include a written explanation for omissions of data and for variations from Contract requirements. 4. Architect's Action: Architect will respond in writing to Contractor within 15 days of receipt of completed product list. Architect's response will include a list of unacceptable product selections and a brief explanation of reasons for this action. Architect's response, or lack of response, does not constitute a waiver of requirement to comply with the Contract Documents. B. Substitution Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 1. Substitution Request Form: Use CSI Form 13.1A. 2. Documentation: Show compliance with requirements for substitutions and the following, as applicable: a. Statement indicating why specified material or product cannot be provided. b. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by Owner and separate contractors, that will be necessary to accommodate proposed substitution. C. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, and specific features and requirements indicated. d. Product Data, including drawings and descriptions of products and fabrication and installation procedures. e. Samples, where applicable or requested. f. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated. g. Detailed comparison of Contractor's Construction Schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided KODIAK ISLAND BOROUGH SCHOOL DISTRICT PRODUCT REQUIREMENTS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 016000-2 within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating lack of availability or delays in delivery. h. Cost information, including a proposal of change, if any, in the Contract Sum. i. Contractor's certification that proposed substitution complies with requirements in the Contract Documents and is appropriate for applications indicated. j. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results. 3. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within 7 days of receipt of a request for substitution. Architect will notify Contractor of acceptance or rejection of proposed substitution within 15 Insert time days of receipt of request, or 7 days of receipt of additional information or documentation, whichever is later. C. Comparable Product Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 1. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within one week of receipt of a comparable product request. Architect will notify Contractor through Construction Manager of approval or rejection of proposed comparable product request within 15 days of receipt of request, or 7 days of receipt of additional information or documentation, whichever is later. D. Basis -of -Design Product Specification Submittal: Comply with requirements in Division 1 Section "Submittal Procedures." Show compliance with requirements. 1.5 QUALITY ASSURANCE A. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, product selected shall be compatible with products previously selected, even if previously selected products were also options. 1. Each contractor is responsible for providing products and construction methods compatible with products and construction methods of other contractors. 2. If a dispute arises between contractors over concurrently selectable but incompatible products, Architect will determine which products shall be used. 1.6 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft. Comply with manufacturer's written instructions. B. Delivery and Handling: 1. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PRODUCT REQUIREMENTS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 016000-3 2. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. 3. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. 4. Inspect products on delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected. C. Storage: 1. Store products to allow for inspection and measurement of quantity or counting of units. 2. Store materials in a manner that will not endanger Project structure. 3. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation. 4. Store cementitious products and materials on elevated platforms. 5. Store foam plastic from exposure to sunlight, except to extent necessary for period of installation and concealment. 6. Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and weather -protection requirements for storage. 7. Protect stored products from damage and liquids from freezing. 8. Provide a secure location and enclosure at Project site for storage of materials and equipment by Owner's construction forces. Coordinate location with Owner. 1.7 PRODUCT WARRANTIES A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents. 1. Manufacturer's Warranty: Preprinted written warranty published by individual manufacturer for a particular product and specifically endorsed by manufacturer to Owner. 2. Special Warranty: Written warranty required by or incorporated into the Contract Documents, either to extend time limit provided by manufacturer's warranty or to provide more rights for Owner. B. Special Warranties: Prepare a written document that contains appropriate terms and identification, ready for execution. Submit a draft for approval before final execution. 1. Manufacturer's Standard Form: Modified to include Project -specific information and properly executed. 2. Specified Form: When specified forms are included with the Specifications, prepare a written document using appropriate form properly executed. 3. Refer to Divisions 2 through 16 Sections for specific content requirements and particular requirements for submitting special warranties. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PRODUCT REQUIREMENTS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 016000-4 C. Submittal Time: Comply with requirements in Division 1 Section "Closeout Procedures." PART 2 - PRODUCTS 2.1 PRODUCT SELECTION PROCEDURES A. General Product Requirements: Provide products that comply with the Contract Documents, that are undamaged and, unless otherwise indicated, that are new at time of installation. 1. Provide products complete with accessories, trim, finish, fasteners, and other items needed for a complete installation and indicated use and effect. 2. Standard Products: If available, and unless custom products or nonstandard options are specified, provide standard products of types that have been produced and used successfully in similar situations on other projects. 3. Owner reserves the right to limit selection to products with warranties not in conflict with requirements of the Contract Documents. 4. Where products are accompanied by the term "as selected," Architect will make selection. 5. Where products are accompanied by the term "match sample," sample to be matched is Architect's. 6. Descriptive, performance, and reference standard requirements in the Specifications establish "salient characteristics" of products. 7. Or Equal: Where products are specified by name and accompanied by the term "or equal" or "or approved equal" or "or approved," comply with provisions in Part 2 "Comparable Products" Article to obtain approval for use of an unnamed product. B. Product Selection Procedures: 1. Product: Where Specifications name a single product and manufacturer, provide the named product that complies with requirements. 2. Manufacturer/Source: Where Specifications name a single manufacturer or source, provide a product by the named manufacturer or source that complies with requirements. 3. Products: Where Specifications include a list of names of both products and manufacturers, provide one of the products listed that complies with requirements. 4. Manufacturers: Where Specifications include a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. 5. Available Products: Where Specifications include a list of names of both products and manufacturers, provide one of the products listed, or an unnamed product, that complies with requirements. Comply with provisions in Part 2 "Comparable Products" Article for consideration of an unnamed product. 6. Product Options: Where Specifications indicate that sizes, profiles, and dimensional requirements on Drawings are based on a specific product or system, provide the specified product or system. Comply with provisions in Part 2 "Product Substitutions" Article for consideration of an unnamed product or system. 7. Basis -of -Design Product: Where Specifications name a product and include a list of manufacturers, provide the specified product or a comparable product by one of the other named manufacturers. Drawings and Specifications indicate sizes, profiles, KODIAK ISLAND BOROUGH SCHOOL DISTRICT PRODUCT REQUIREMENTS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 016000-5 2.2 dimensions, and other characteristics that are based on the product named. Comply with provisions in Part 2 "Comparable Products" Article for consideration of an unnamed product by the other named manufacturers. 8. Visual Matching Specification: Where Specifications require matching an established Sample, select a product that complies with requirements and matches Architect's sample. Architect's decision will be final on whether a proposed product matches. 9. Visual Selection Specification: Where Specifications include the phrase "as selected from manufacturer's colors, patterns, textures" or a similar phrase, select a product that complies with other specified requirements. a. Standard Range: Where Specifications include the phrase "standard range of colors, patterns, textures" or similar phrase, Architect will select color, pattern, density, or texture from manufacturer's product line that does not include premium items. b. Full Range: Where Specifications include the phrase "full range of colors, patterns, textures" or similar phrase, Architect will select color, pattern, density, or texture from manufacturer's product line that includes both standard and premium items. PRODUCT SUBSTITUTIONS A. Timing: Architect will consider requests for substitution if received within 60 days after the Notice to Proceed. Requests received after that time may be considered or rejected at discretion of Architect. B. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements: 1. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Architect for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations. 2. Requested substitution does not require extensive revisions to the Contract Documents. 3. Requested substitution is consistent with the Contract Documents and will produce indicated results. 4. Substitution request is fully documented and properly submitted. 5. Requested substitution will not adversely affect Contractor's Construction Schedule. 6. Requested substitution has received necessary approvals of authorities having jurisdiction. 7. Requested substitution is compatible with other portions of the Work. 8. Requested substitution has been coordinated with other portions of the Work. 9. Requested substitution provides specified warranty. 10. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT PRODUCT REQUIREMENTS 016000-6 2.3 COMPARABLE PRODUCTS A. Conditions: Architect will consider Contractor's request for comparable product when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements: 1. Evidence that the proposed product does not require extensive revisions to the Contract Documents, that it is consistent with the Contract Documents and will produce the indicated results, and that it is compatible with other portions of the Work. 2. Detailed comparison of significant qualities of proposed product with those named in the Specifications. Significant qualities include attributes such as performance, weight, size, durability, visual effect, and specific features and requirements indicated. 3. Evidence that proposed product provides specified warranty. 4. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners, if requested. 5. Samples, if requested. PART 3 - EXECUTION (Not Used) END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT PRODUCT REQUIREMENTS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 016000-7 SECTION 017300 - EXECUTION PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes general administrative and procedural requirements governing execution of the Work including, but not limited to, the following: 1. Installation of the Work. 2. Cutting and patching. 3. Progress cleaning. 4. Starting and adjusting. 5. Protection of installed construction. B. Related Requirements: 1. Section 011000 "Summary" for limits on use of Project site. 2. Section 02 4119 "Selective Demolition" for demolition and removal of selected portions of the building. 1.3 DEFINITIONS A. Cutting: Removal of in-place construction necessary to permit installation or performance of other work. B. Patching: Fitting and repair work required to restore construction to original conditions after installation of other work. 1.4 QUALITY ASSURANCE A. Cutting and Patching: Comply with requirements for and limitations on cutting and patching of construction elements. 1. Structural Elements: When cutting and patching structural elements, notify Architect of locations and details of cutting and await directions from Architect before proceeding. Shore, brace, and support structural elements during cutting and patching. Do not cut and patch structural elements in a manner that could change their load -carrying capacity or increase deflection KODIAK ISLAND BOROUGH SCHOOL DISTRICT EXECUTION PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 017300-1 2. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that result in increased maintenance or decreased operational life or safety. Operational elements include the following: a. Primary operational systems and equipment. b. Fire separation assemblies. C. Air or smoke barriers. d. Fire -suppression systems. e. Mechanical systems piping and ducts. f. Control systems. g. Communication systems. h. Fire -detection and -alarm systems. i. Conveying systems. j. Electrical wiring systems. k. Operating systems of special construction. 3. Other Construction Elements: Do not cut and patch other construction elements or components in a manner that could change their load -carrying capacity, that results in reducing their capacity to perform as intended, or that result in increased maintenance or decreased operational life or safety. Other construction elements include but are not limited to the following: a. Water, moisture, or vapor barriers. b. Membranes and flashings. C. Exterior curtain -wall construction. d. Sprayed fire -resistive material. e. Equipment supports. f. Piping, ductwork, vessels, and equipment. g. Noise- and vibration -control elements and systems. 4. Visual Elements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch exposed construction in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. B. Cutting and Patching Conference: Before proceeding, meet at Project site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding. C. Manufacturer's Installation Instructions: Obtain and maintain on-site manufacturer's written recommendations and instructions for installation of products and equipment. KODIAK ISLAND BOROUGH SCHOOL DISTRICT EXECUTION PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 017300-2 PART 2 - PRODUCTS 2.1 MATERIALS A. General: Comply with requirements specified in other Sections. 1. For projects requiring compliance with sustainable design and construction practices and procedures, use products for patching that comply with sustainable design requirements. B. In -Place Materials: Use materials for patching identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible. 1. If identical materials are unavailable or cannot be used, use materials that, when installed, will provide a match acceptable to Architect for the visual and functional performance of in-place materials. PART 3 - EXECUTION 3.1 EXAMINATION A. Existing Conditions: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities, mechanical and electrical systems, and other construction affecting the Work. B. Examination and Acceptance of Conditions: Before proceeding with each component of the Work, examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. 1. Examine roughing -in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation. 2. Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed. 3. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. C. Written Report: Where a written report listing conditions detrimental to performance of the Work is required by other Sections, include the following: 1. Description of the Work. 2. List of detrimental conditions, including substrates. 3. List of unacceptable installation tolerances. 4. Recommended corrections. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT EXECUTION 017300-3 D. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions. 3.2 PREPARATION A. Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. B. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings. C. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents caused by differing field conditions outside the control of Contractor, submit a request for information to Architect according to requirements in Section 013100 "Project Management and Coordination." 3.3 INSTALLATION A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated. 1. Make vertical work plumb and make horizontal work level. 2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement. 3. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated. 4. Maintain minimum headroom clearance of 96 inches (2440 mm) in occupied spaces and 90 inches (2300 mm) in unoccupied spaces. B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated. C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. D. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. E. Sequence the Work and allow adequate clearances to accommodate movement of construction items on site and placement in permanent locations. F. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels. G. Templates: Obtain and distribute to the parties involved templates for work specified to be factory prepared and field installed. Check Shop Drawings of other work to confirm that KODIAK ISLAND BOROUGH SCHOOL DISTRICT EXECUTION PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 017300-4 adequate provisions are made for locating and installing products to comply with indicated requirements. H. Attachment: Provide blocking and attachment plates and anchors and fasteners of adequate size and number to securely anchor each component in place, accurately located and aligned with other portions of the Work. Where size and type of attachments are not indicated, verify size and type required for load conditions. 1. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by Architect. 2. Allow for building movement, including thermal expansion and contraction. 3. Coordinate installation of anchorages. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous. 3.4 CUTTING AND PATCHING A. Cutting and Patching, General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. 1. Cut in-place construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition. B. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during installation or cutting and patching operations, by methods and with materials so as not to void existing warranties. C. Temporary Support: Provide temporary support of work to be cut. D. Protection: Protect in-place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations. E. Adjacent Occupied Areas: Where interference with use of adjoining areas or interruption of free passage to adjoining areas is unavoidable, coordinate cutting and patching according to requirements in Section 011000 "Summary." KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT EXECUTION 017300-5 F. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to prevent interruption to occupied areas. G. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations. 1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots neatly to minimum size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. 2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. 3. Concrete: Cut using a cutting machine, such as an abrasive saw or a diamond -core drill. 4. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting. 5. Proceed with patching after construction operations requiring cutting are complete. H. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other work. Patch with durable seams that are as invisible as practicable. Provide materials and comply with installation requirements specified in other Sections, where applicable. 1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate physical integrity of installation. 2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will minimize evidence of patching and refinishing. a. Clean piping, conduit, and similar features before applying paint or other finishing materials. b. Restore damaged pipe covering to its original condition. 3. Floors and Walls: Where walls or partitions that are removed extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish, color, texture, and appearance. Remove in-place floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance. a. Where patching occurs in a painted surface, prepare substrate and apply primer and intermediate paint coats appropriate for substrate over the patch, and apply final paint coat over entire unbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces. 4. Ceilings: Patch, repair, or rehang in-place ceilings as necessary to provide an even -plane surface of uniform appearance. KODIAK ISLAND BOROUGH SCHOOL DISTRICT EXECUTION PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 017300-6 5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition and ensures thermal and moisture integrity of building enclosure. Cleaning: Clean areas and spaces where cutting and patching are performed. Remove paint, mortar, oils, putty, and similar materials from adjacent finished surfaces. 3.5 OWNER -INSTALLED PRODUCTS A. Site Access: Provide access to Project site for Owner's construction personnel. B. Coordination: Coordinate construction and operations of the Work with work performed by Owner's construction personnel. 1. Construction Schedule: Inform Owner of Contractor's preferred construction schedule for Owner's portion of the Work. Adjust construction schedule based on a mutually agreeable timetable. Notify Owner if changes to schedule are required due to differences in actual construction progress. 2. Preinstallation Conferences: Include Owner's construction personnel at preinstallation conferences covering portions of the Work that are to receive Owner's work. Attend preinstallation conferences conducted by Owner's construction personnel if portions of the Work depend on Owner's construction. 3.6 PROGRESS CLEANING A. General: Clean Project site and work areas daily, including common areas. Enforce requirements strictly. Dispose of materials lawfully. 1. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris. 2. Do not hold waste materials more than seven days during normal weather or three days if the temperature is expected to rise above 80 deg F (27 deg C). 3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations. a. Use containers intended for holding waste materials of type to be stored. 4. Coordinate progress cleaning for joint -use areas where Contractor and other contractors are working concurrently. B. Site: Maintain Project site free of waste materials and debris. C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work. 1. Remove liquid spills promptly. KODIAK ISLAND BOROUGH SCHOOL DISTRICT EXECUTION PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 017300-7 2. Where dust would impair proper execution of the Work, broom -clean or vacuum the entire work area, as appropriate. D. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces. E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. F. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. G. Waste Disposal: Do not bury or burn waste materials on-site. Do not wash waste materials down sewers or into waterways. H. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. 3.7 STARTING AND ADJUSTING A. Start equipment and operating components to confirm proper operation. Remove malfunctioning units, replace with new units, and retest. B. Adjust equipment for proper operation. Adjust operating components for proper operation without binding. C. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. 3.8 PROTECTION OF INSTALLED CONSTRUCTION A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion. B. Comply with manufacturer's written instructions for temperature and relative humidity. KODIAK ISLAND BOROUGH SCHOOL DISTRICT EXECUTION PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 017300-8 END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT EXECUTION 017300-9 SECTION 017700 - CLOSEOUT PROCEDURES PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following: 1. Inspection procedures. 2. Warranties. 3. Final cleaning. B. Related Sections include the following: 1. Division 1 Section "Payment Procedures" for requirements for Applications for Payment for Substantial and Final Completion. 2. Division 1 Section "Execution Requirements" for progress cleaning of Project site. 3. Division 1 Section "Operation and Maintenance Data" for operation and maintenance manual requirements. 4. Divisions 2 through 16 Sections for specific closeout and special cleaning requirements for the Work in those Sections. 1.3 SUBSTANTIAL COMPLETION A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete in request. 1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete. 2. Advise Owner of pending insurance changeover requirements. 3. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents. 4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 5. Prepare and submit Project Record Documents, operation and maintenance manuals, Final Completion construction photographs, damage or settlement surveys, property surveys, and similar final record information. 6. Complete final cleaning requirements, including touchup painting. 7. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT CLOSEOUT PROCEDURES 017700-1 B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, Architect and Construction Manager will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect, that must be completed or corrected before certificate will be issued. 1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. 2. Results of completed inspection will form the basis of requirements for Final Completion. 1.4 FINAL COMPLETION A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following: 1. Submit a final Application for Payment according to Division 1 Section "Payment Procedures." 2. Submit copy of Architect's Substantial Completion inspection list of items to be completed or corrected (punch list). The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance. 3. Submit evidence of final, continuing insurance coverage complying with insurance requirements. B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, Architect and Construction Manager will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued. 1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. 1.5 LIST OF INCOMPLETE ITEMS (PUNCH LIST) A. Preparation: Submit two copies of list. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction. 1. Organize list of spaces in sequential order, starting with exterior areas first. 2. Organize items applying to each space by major element, including categories for ceiling, individual walls, floors, equipment, and building systems. 3. Include the following information at the top of each page: a. Project name. b. Date. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT CLOSEOUT PROCEDURES 017700-2 C. Name of Architect. d. Name of Contractor. e. Page number. PART 2 - PRODUCTS 2.1 MATERIALS A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces. PART 3 - EXECUTION 3.1 FINAL CLEANING A. General: Provide final cleaning. Conduct cleaning and waste -removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations. B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions. 1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project: a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances. b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. C. Remove tools, construction equipment, machinery, and surplus material from Project site. d. Remove snow and ice to provide safe access to building. e. Clean exposed exterior hard -surfaced finishes to a dirt -free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition. C. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Owner's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully. a►UZOI&1:14i1to] ► KODIAK ISLAND BOROUGH SCHOOL DISTRICT CLOSEOUT PROCEDURES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 017700-3 SECTION 017810 - PROJECT RECORD DOCUMENTS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for Project Record Documents, including the following: 1. Record Drawings. 2. Record Specifications. 3. Record Product Data. B. Related Sections include the following: 1. Division 1 Section "Closeout Procedures" for general closeout procedures. 2. Division 1 Section "Operation and Maintenance Data" for operation and maintenance manual requirements. 3. Divisions 2 through 16 Sections for specific requirements for Project Record Documents of the Work in those Sections. 1.3 SUBMITTALS A. Record Drawings: Comply with the following: 1. Number of Copies: Submit one set(s) of marked -up Record Prints. B. Record Specifications: Submit one copy of Project's Specifications, including addenda and contract modifications. C. Record Product Data: Submit one copy of each Product Data submittal. 1. Where Record Product Data is required as part of operation and maintenance manuals, submit marked -up Product Data as an insert in manual instead of submittal as Record Product Data. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PROJECT RECORD DOCUMENTS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 017810-1 PART 2 - PRODUCTS 2.1 RECORD DRAWINGS A. Record Prints: Maintain one set of blue- or black -line white prints of the Contract Drawings and Shop Drawings. 1. Preparation: Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked -up Record Prints. a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later. b. Accurately record information in an understandable drawing technique. C. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations. 2. Content: Types of items requiring marking include, but are not limited to, the following: a. Dimensional changes to Drawings. b. Revisions to details shown on Drawings. C. Changes made by Change Order or Construction Change Directive. d. Changes made following Architect's written orders. e. Details not on the original Contract Drawings. f. Field records for variable and concealed conditions. g. Record information on the Work that is shown only schematically. 3. Mark the Contract Drawings or Shop Drawings, whichever is most capable of showing actual physical conditions, completely and accurately. If Shop Drawings are marked, show cross-reference on the Contract Drawings. 4. Mark record sets with erasable, red -colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location. S. Mark important additional information that was either shown schematically or omitted from original Drawings. 6. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and similar identification, where applicable. B. Format: Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. 1. Record Prints: Organize Record Prints and newly prepared Record Drawings into manageable sets. Bind each set with durable paper cover sheets. Include identification on cover sheets. 2. Identification: As follows: a. Project name. b. Date. C. Designation "PROJECT RECORD DRAWINGS." KODIAK ISLAND BOROUGH SCHOOL DISTRICT PROJECT RECORD DOCUMENTS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 017810-2 d. Name of Architect. e. Name of Contractor. 2.2 RECORD SPECIFICATIONS A. Preparation: Mark Specifications to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 2. Mark copy with the proprietary name and model number of products, materials, and equipment furnished, including substitutions and product options selected. 3. Record the name of manufacturer, supplier, Installer, and other information necessary to provide a record of selections made. 4. For each principal product, indicate whether Record Product Data has been submitted in operation and maintenance manuals instead of submitted as Record Product Data. 5. Note related Change Orders and Record Drawings where applicable. PART 3 - EXECUTION 3.1 RECORDING AND MAINTENANCE A. Recording: Maintain one copy of each submittal during the construction period for Project Record Document purposes. Post changes and modifications to Project Record Documents as they occur; do not wait until the end of Project. B. Maintenance of Record Documents and Samples: Store Record Documents and Samples in the field office apart from the Contract Documents used for construction. Do not use Project Record Documents for construction purposes. Maintain Record Documents in good order and in a clean, dry, legible condition, protected from deterioration and loss. Provide access to Project Record Documents for Architect's and Construction Manager's reference during normal working hours. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT PROJECT RECORD DOCUMENTS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 017810-3 SECTION 02 4119 - SELECTIVE DEMOLITION PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Demolition and removal of selected portions of building or structure. 2. Salvage of existing items to be reused or recycled. B. Related Requirements: 1. Section 01 "Summary" for restrictions on use of the premises, Owner -occupancy requirements, and phasing requirements. 2. Section 01 "Execution" for cutting and patching procedures. 1.3 DEFINITIONS A. Remove: Detach items from existing construction and dispose of them off-site unless indicated to be salvaged or reinstalled. B. Remove and Salvage: Detach items from existing construction, in a manner to prevent damage, and deliver to Owner ready for reuse. C. Remove and Reinstall: Detach items from existing construction, in a manner to prevent damage, prepare for reuse, and reinstall where indicated. D. Existing to Remain: Leave existing items that are not to be removed and that are not otherwise indicated to be salvaged or reinstalled. E. Dismantle: To remove by disassembling or detaching an item from a surface, using gentle methods and equipment to prevent damage to the item and surfaces; disposing of items unless indicated to be salvaged or reinstalled. KODIAK ISLAND BOROUGH SCHOOL DISTRICT SELECTIVE DEMOLITION PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 024119-1 1.4 MATERIALS OWNERSHIP A. Owner shall have first right of refusal for all materials, equipment and fixtures. Review demolition schedule with Owner to determine items to be salvaged. B. Unless otherwise indicated, demolition waste becomes property of Contractor. C. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to Owner that may be uncovered during demolition remain the property of Owner. 1. Carefully salvage in a manner to prevent damage and promptly return to Owner. 1.5 PREINSTALLATION MEETINGS A. Predemolition Conference: Conduct conference at Project site. 1. Inspect and discuss condition of construction to be selectively demolished. 2. Review and finalize selective demolition schedule and verify availability of materials, demolition personnel, equipment, and facilities needed to make progress and avoid delays. 3. Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations. 4. Review areas where existing construction is to remain and requires protection. 1.6 INFORMATIONAL SUBMITTALS A. Proposed Protection Measures: Submit report, that indicates the measures proposed for protecting individuals and property, for dust control. Indicate proposed locations and construction of barriers. B. Schedule of Selective Demolition Activities: Indicate the following: 1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure Owner's on-site operations are uninterrupted. 2. Interruption of utility services. Indicate how long utility services will be interrupted. 3. Coordination for shutoff, capping, and continuation of utility services. 4. Coordination of Owner's continuing occupancy of portions of existing building and of Owner's partial occupancy of completed Work. 1.7 FIELD CONDITIONS A. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted. KODIAK ISLAND BOROUGH SCHOOL DISTRICT SELECTIVE DEMOLITION PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 024119-2 B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. 1. Before selective demolition, Owner will remove the following items: a. Freestanding furnishings and equipment in project areas. C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition. D. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. 1. Maintain fire -protection facilities in service during selective demolition operations. 1.8 COORDINATION A. Arrange selective demolition schedule so as not to interfere with Owner's operations. PART 2 - PRODUCTS PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that utilities have been disconnected and capped before starting selective demolition operations. B. Review Project Record Documents of existing construction or other existing condition and hazardous material information provided by Owner. Owner does not guarantee that existing conditions are same as those indicated in Project Record Documents. C. Verify that hazardous materials have been remediated before proceeding with building demolition operations. 3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage. B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off utility services and mechanical/electrical systems serving areas to be selectively demolished. KODIAK ISLAND BOROUGH SCHOOL DISTRICT SELECTIVE DEMOLITION PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 024119-3 1. Owner will arrange to shut off indicated services/systems when requested by Contractor. 2. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building. 3. Disconnect, demolish, and remove fire -suppression systems, plumbing, and HVAC systems, equipment, and components indicated on Drawings to be removed. a. Equipment to Be Removed: Disconnect and cap services and remove equipment. b. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and store equipment; when appropriate, reinstall, reconnect, and make equipment operational. C. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to Owner. 3.3 PROTECTION A. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. 1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building. 2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage to structure and interior areas. 3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations. 4. Cover and protect furniture, furnishings, and equipment that have not been removed. B. Remove temporary barricades and protections where hazards no longer exist. 3.4 SELECTIVE DEMOLITION, GENERAL A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows: 1. Proceed with selective demolition systematically, from higher to lower level. Complete selective demolition operations above each floor or tier before disturbing supporting members on the next lower level. 2. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily cover openings to remain. 3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT SELECTIVE DEMOLITION 024119-4 4. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame -cutting operations. Maintain portable fire - suppression devices during flame -cutting operations. 5. Maintain adequate ventilation when using cutting torches. 6. Remove decayed, vermin -infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site. 7. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation. 8. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. B. Site Access and Temporary Controls: Conduct selective demolition and debris -removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. C. Removed and Salvaged Items: 1. Clean salvaged items. 2. Pack or crate items after cleaning. Identify contents of containers. 3. Store items in a secure area until delivery to Owner. 4. Transport items to Owner's storage area designated by Owner. S. Protect items from damage during transport and storage. D. Removed and Reinstalled Items: 1. Clean and repair items to functional condition adequate for intended reuse. 2. Pack or crate items after cleaning and repairing. Identify contents of containers. 3. Protect items from damage during transport and storage. 4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated. E. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete. 3.5 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS A. Not used. 3.6 DISPOSAL OF DEMOLISHED MATERIALS A. Remove demolition waste materials from Project site and dispose of them in an EPA -approved construction and demolition waste landfill acceptable to authorities having jurisdiction. KODIAK ISLAND BOROUGH SCHOOL DISTRICT SELECTIVE DEMOLITION PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 024119-5 1. Do not allow demolished materials to accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. 3. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent. B. Burning: Do not burn demolished materials. 3.7 CLEANING A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT SELECTIVE DEMOLITION 024119-6 SECTION 06 1053 - MISCELLANEOUS ROUGH CARPENTRY PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Framing with dimension lumber. 2. Wood blocking, cants, and nailers. 3. Wood sleepers. 4. Plywood Sheathing. 5. Insulation for filling voids 1.3 DEFINITIONS A. Boards or Strips: Lumber of less than 2 inches nominal (38 mm actual) size in least dimension. B. Dimension Lumber: Lumber of 2 inches nominal (38 mm actual) or greater size but less than 5 inches nominal (114 mm actual) size in least dimension. 1.4 DELIVERY, STORAGE, AND HANDLING A. Stack lumber flat with spacers beneath and between each bundle to provide air circulation. Protect lumber from weather by covering with waterproof sheeting, securely anchored. Provide for air circulation around stacks and under coverings. PART 2 - PRODUCTS 2.1 WOOD PRODUCTS, GENERAL A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, provide lumber that complies with the applicable rules of any rules -writing agency certified by the ALSC Board of Review. Provide lumber graded by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated. 1. Factory mark each piece of lumber with grade stamp of grading agency. KODIAK ISLAND BOROUGH SCHOOL DISTRICT MISCELLANEOUS ROUGH CARPENTRY PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 061053-1 2. Dress lumber, S4S, unless otherwise indicated. B. Maximum Moisture Content of Lumber: 19 percent unless otherwise indicated. 2.2 DIMENSION LUMBER FRAMING A. Framing: Construction, Stud, or No. 3 grade of any of the following species: 1. Hem -fir (north); NLGA. 2. Southern pine; SPIB. 3. Douglas fir -larch; WCLIB or WWPA. 4. Southern pine or mixed southern pine; SPIB. 5. Spruce -pine -fir; NLGA. 6. Douglas fir -south; WWPA. 7. Hem -fir; WCLIB or WWPA. 8. Douglas fir -larch (north); NLGA. 9. Spruce -pine -fir (south); NeLMA, WCLIB, or WWPA. 2.3 MISCELLANEOUS LUMBER A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following: 1. Parapet framing and blocking. 2. Roof deck sheathing 3. Nailers. 4. Rooftop equipment bases and support curbs. 5. Cants. 6. Furring. 7. Grounds. 8. Beveled wood blocking B. For blocking not used for attachment of other construction, Utility, Stud, or No.3 grade lumber of any species may be used provided that it is cut and selected to eliminate defects that will interfere with its attachment and purpose. 2.4 PLYWOOD SHEATHING A. Plywood, DOC PS 1, Exterior, CDX, in thickness indicated or, if not indicated, not less than 1/2 - inch (13 -mm) nominal thickness. 2.5 FASTENERS A. General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture. KODIAK ISLAND BOROUGH SCHOOL DISTRICT MISCELLANEOUS ROUGH CARPENTRY PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 061053-2 1. See roofing specifications and roofing manufacturer's recommendations for fasteners used in roofing system. 2. Provide fasteners with hot -dip zinc coating complying with ASTM A 153/A 153M. B. Nails, Brads, and Staples: ASTM F 1667. C. Power -Driven Fasteners: Fastener systems with an evaluation report acceptable to authorities having jurisdiction, based on ICC -ES AC70. 2.6 BATT INSULATION A. Unfaced, Glass -Wool Blanket Insulation: ASTM C 665, Type I (blankets without membrane facing); consisting of fibers; with maximum flame -spread and smoke -developed indexes of 25 and 50, respectively, per ASTM E 84; passing ASTM E 136 for combustion characteristics. B. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Owens Corning. 2.7 SPRAY POLYURETHANE FOAM INSULATION A. Closed -Cell Polyurethane Foam Insulation: ASTM C 1029, Type II, with maximum flame -spread and smoke -developed indexes of 75 and 450, respectively, per ASTM E 84. 1. Minimum density of 1.5 Ib/cu. ft., thermal resistivity of 6.2 deg F x h x sq. ft./Btu x in. at 75 deg F. B. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. BASF Corporation. 2. Dow Chemical Company (The). 3. ERSystems, Inc. 4. Gaco Western Inc. 5. NCFI; Division of Barnhardt Mfg. Co. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Framing Standard: Comply with AF&PA's WCD 1, "Details for Conventional Wood Frame Construction," unless otherwise indicated. KODIAK ISLAND BOROUGH SCHOOL DISTRICT MISCELLANEOUS ROUGH CARPENTRY PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 061053-3 B. Set carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit carpentry accurately to other construction. Locate furring, nailers, blocking, grounds, and similar supports to comply with requirements for attaching other construction. C. Install plywood backing panels by fastening to studs where occurs. D. Install metal framing anchors to comply with manufacturer's written instructions. Install fasteners through each fastener hole. E. Provide blocking and framing as indicated and as required to support facing materials, fixtures, specialty items, and trim. F. Sort and select lumber so that natural characteristics do not interfere with installation or with fastening other materials to lumber. Do not use materials with defects that interfere with function of member or pieces that are too small to use with minimum number of joints or optimum joint arrangement. G. Securely attach carpentry work to substrate by anchoring and fastening as indicated, complying with the following: 1. Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code. 2. Table R602.3(1), "Fastener Schedule for Structural Members," and Table R602.3(2), "Alternate Attachments," in ICC's International Residential Code for One- and Two - Family Dwellings. 3. ICC -ES evaluation report for fastener. H. Use galvanized steel common nails or power -driven fasteners unless otherwise indicated. Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting wood. Drive nails snug but do not countersink nail heads unless otherwise indicated. Glass -Fiber or Mineral -Wool Blanket Insulation: Install in cavities formed by framing members according to the following requirements: 1. Use insulation widths and lengths that fill the cavities formed by framing members. If more than one length is required to fill the cavities, provide lengths that will produce a snug fit between ends. 2. Place insulation in cavities formed by framing members to produce a friction fit between edges of insulation and adjoining framing members. Spray Foam Insulation: Install insulation in miscellaneous voids and cavity spaces where required to prevent gaps in insulation using the following materials: 1. Spray Polyurethane Insulation: Apply according to manufacturer's written instructions. KODIAK ISLAND BOROUGH SCHOOL DISTRICT MISCELLANEOUS ROUGH CARPENTRY PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 061053-4 3.2 WOOD BLOCKING AND NAILER INSTALLATION A. Install where indicated and where required for screeding or attaching other work. Form to shapes indicated and cut as required for true line and level of attached work. Coordinate locations with other work involved. B. Attach items to substrates to support applied loading. Recess bolts and nuts flush with surfaces unless otherwise indicated. C. Provide permanent grounds of dressed, pressure -preservative -treated, key -beveled lumber not less than 1-1/2 inches (38 mm) wide and of thickness required to bring face of ground to exact thickness of finish material. Remove temporary grounds when no longer required. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT MISCELLANEOUS ROUGH CARPENTRY PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 061053-5 SECTION 07 0150 - PREPARATION FOR REROOFING PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Full tear -off of roof areas indicated. 2. Removal of base flashings. B. Related Requirements: 1. Section 01 "Summary" for use of the premises and phasing requirements. 2. Section 06 "Miscellaneous rough carpentry". 3. Section 07 "PVC Roofing". 1.3 DEFINITIONS A. Roofing Terminology: Definitions in ASTM D 1079 and glossary of NRCA's "The NRCA Roofing and Waterproofing Manual" apply to work of this Section. B. Full Roof Tear -Off: 1. Removal of existing roofing system down to existing wood deck. 2. Removal of existing roofing system down to existing metal deck. 1.4 QUALITY ASSURANCE A. Reroofing Conference: Conduct conference at Project site. 1. Meet with Owner; Architect; roofing system manufacturer's representative; roofing Installer, including project manager, superintendent, and foreman; and installers whose work interfaces with or affects reroofing. 2. Review methods and procedures related to roofing system tear -off and replacement, including, but not limited to, the following: a. Reroofing preparation, including roofing system manufacturer's written instructions. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PREPARATION FOR REROOFING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 070150-1 b. Temporary protection requirements for existing roofing system components that are to remain. C. Existing roof drains and roof drainage during each stage of reroofing, and roof - drain plugging and plug removal. d. Construction schedule and availability of materials, Installer's personnel, equipment, and facilities needed to avoid delays. e. Existing roof deck conditions requiring notification of Project Manager or Architect of Record. f. Condition and acceptance of existing roof deck and base flashing substrate for reuse. g. Structural loading limitations of roof deck during reroofing. h. Base flashings, special roofing details, drainage, penetrations, equipment curbs, and condition of other construction that affect reroofing. i. HVAC shutdown and sealing of air intakes. j. Shutdown of fire -suppression, -protection, and -alarm and -detection systems. k. Governing regulations and requirements for insurance and certificates if applicable. I. Existing conditions that may require notification of Project Manager or Architect of Record before proceeding. 1.5 FIELD CONDITIONS A. Existing Roofing System: Ballasted EPDM roof assemblies over adhered and/or mechanically fastened rigid insulation. B. Owner will occupy building immediately below reroofing area. Conduct reroofing so Owner's operations are not disrupted. Provide Owner with not less than 72 hours' notice of activities that may affect Owner's operations. 1. Coordinate work activities daily with Owner so Owner can place protective dust and water -leakage covers over sensitive equipment and furnishings, shut down HVAC and fire -alarm or -detection equipment if needed, and evacuate occupants from below work area. 2. Before working over structurally impaired areas of deck, notify Owner to evacuate occupants from below affected area. Verify that occupants below work area have been evacuated before proceeding with work over impaired deck area. C. Protect building to be reroofed, adjacent buildings, walkways, site improvements, exterior plantings, and landscaping from damage or soiling from reroofing operations. D. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities Do not block access to apparatus bays without prior written approval by Owner. E. Conditions existing at time of inspection for bidding are maintained by Owner as far as practical. 1. Construction Drawings for existing roofing system are provided for Contractor's convenience and information, but are not a warranty of existing conditions. They are KODIAK ISLAND BOROUGH SCHOOL DISTRICT PREPARATION FOR REROOFING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 070150-2 intended to supplement rather than serve in lieu of Contractor's own investigations. Contractor is responsible for conclusions derived from existing documents. F. Limit construction loads on roof to 40 pounds per square foot. G. Weather Limitations: Proceed with reroofing preparation only when existing and forecasted weather conditions permit Work to proceed without water entering existing roofing system or building. 1. Remove only as much roofing in one day as can be made watertight in the same day. 2. Conduct work under air inflated tent structures designed and installed to remain in place to a wind speed of at least 25 mph where rain is forecast to occur within 24 hours. Tents must be placed in such a way as to avoid affecting the performance of owners communications systems, including antennas. H. Hazardous Materials: It is not expected that hazardous materials, such as asbestos -containing materials, will be encountered in the Work. 1. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Owner. Hazardous materials will be removed by Owner under a separate contract. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION 3.1 PREPARATION A. Shut off rooftop utilities and service piping before beginning the Work. B. Test existing roof drains to verify that they are not blocked or restricted. Immediately notify Architect of any blockages or restrictions. C. Protect existing roofing system that is not to be reroofed. 1. Loosely lay 1 -inch- (25 -mm-) minimum thick, expanded polystyrene (EPS) insulation over existing roofing to remain where roofing activities may affect it. Loosely lay 15/32 -inch (12 -mm) plywood or OSB panels over EPS. Extend EPS past edges of plywood or OSB panels a minimum of 1 inch (25 mm). Ballast roofing protection with sandbags to prevent wind uplift or displacement. 2. Limit traffic and material storage to areas of existing roofing that have been protected. 3. Maintain temporary protection and leave in place until replacement roofing has been completed. Remove temporary protection on completion of reroofing. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PREPARATION FOR REROOFING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 070150-3 D. Coordinate with Owner to shut down air-intake equipment in the vicinity of the Work. Cover air-intake louvers before proceeding with reroofing work that could affect indoor air quality or activate smoke detectors in the ductwork. E. During removal operations, have sufficient and suitable materials on-site to facilitate rapid installation of temporary protection in the event of unexpected rain. Such materials include: reinforced tent material of size and configuration to protect work areas; ropes of sufficient length and quantity to retain tent. Fans of sufficient number and capacity to maintain air supported tent in up to 25 mph wind. F. Maintain a security watch on roof during inclement weather when the building is not secure from the elements. G. Maintain roof drains in functioning condition to ensure roof drainage at end of each workday. Prevent debris from entering or blocking roof drains and conductors. Use roof -drain plugs specifically designed for this purpose. Remove roof -drain plugs at end of each workday, when no work is taking place, or when rain is forecast. 1. If roof drains are temporarily blocked or unserviceable due to roofing system removal or partial installation of new roofing system, provide alternative drainage method to remove water and eliminate ponding. Do not permit water to enter into or under existing roofing system components that are to remain. 3.2 ROOF TEAR -OFF A. General: Notify Owner each day of extent of roof tear -off proposed for that day and obtain authorization to proceed. B. Full Roof Tear -Off: Where indicated, remove existing roofing and other roofing system components down to bare wood decking or metal decking. 1. Remove existing roof assembly. 2. Remove existing rigid insulation. 3. Protect existing mechanical curbs to remain, where occur. 4. Protect existing copings and siding to remain. Remove and re -install nailers as required for re -installation of copings and roof mounted equipment. 5. Bitumen and felts that are firmly bonded to wood decks are permitted to remain if felts are dry. Remove unadhered bitumen, unadhered felts, and wet felts. 6. Remove fasteners from deck. 3.3 DECK PREPARATION A. Inspect deck after tear -off of roofing system. B. If broken or loose fasteners that secure deck panels to one another or to structure are observed, or if deck appears or feels inadequately attached, immediately notify Project Manager or Architect of Record. Do not proceed with installation until directed by Project Manager or Architect of Record. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PREPARATION FOR REROOFING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 070150-4 C. If deck surface is unsuitable for receiving new roofing or if structural integrity of deck is suspect, immediately notify Project Manager or Architect of Record. Do not proceed with installation until directed by Project Manager or Architect of Record. 3.4 FASTENER PULL-OUT TESTING A. Perform fastener pull-out tests according to SPRI FX -1, and submit test report to Owner and roofing manufacturer before installing new roofing system. 1. Obtain Owners, Architect's and roofing manufacturer's approval to proceed with specified fastening pattern. Architect and Roofing manufacturer may furnish revised fastening pattern commensurate with pull-out test results. 3.5 INFILL MATERIALS INSTALLATION A. Immediately after roof tear -off, inspect and repair roof deck if needed, install Substrate Board and adhered Vapor Barrier. B. Install new roofing over tear -off area. Do not remove more roofing than can be replaced in a single day. 3.6 BASE FLASHING REMOVAL A. Remove existing base flashings. Clean substrates of contaminants, such as asphalt, sheet materials, dirt, and debris. B. Do not damage metal counterflashings that are to remain. Replace metal counterflashings damaged during removal with counterflashings of same metal, weight or thickness, and finish. C. Inspect existing sheathing, wood blocking, curbs, and nailers for deterioration and damage. If sheathing, wood blocking, curbs, or nailers have deteriorated, replace with materials to match existing. 3.7 DISPOSAL A. Collect demolished materials and place in containers. Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on-site. 1. Storage or sale of demolished items or materials on-site is not permitted. B. Transport and legally dispose of demolished materials off Owner's property. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT PREPARATION FOR REROOFING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 070150-5 SECTION 07 4213 - FORMED METAL WALL PANELS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Exposed -fastener, lap -seam metal wall panels. 1.3 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. 1. Meet with Owner, Architect, metal panel Installer, metal panel manufacturer's representative, structural -support Installer, and installers whose work interfaces with or affects metal panels, including installers of doors, windows, and louvers. 2. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 3. Review methods and procedures related to metal panel installation, including manufacturer's written instructions. 4. Examine support conditions for compliance with requirements, including alignment between and attachment to structural members. 5. Review flashings, special siding details, wall penetrations, openings, and condition of other construction that affect metal panels. 6. Review governing regulations and requirements for insurance, certificates, and tests and inspections if applicable. 7. Review temporary protection requirements for metal panel assembly during and after installation. 8. Review of procedures for repair of metal panels damaged after installation. 9. Document proceedings, including corrective measures and actions required, and furnish copy of record to each participant. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product. 1. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each type of panel and accessory. KODIAK ISLAND BOROUGH SCHOOL DISTRICT WALL PANELS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 074213-1 B. Shop Drawings: 1. Include fabrication and installation layouts of metal panels; details of edge conditions, joints, panel profiles, corners, anchorages, attachment system, trim, flashings, closures, and accessories; and special details. 2. Accessories: Include details of the flashing, trim, and anchorage systems, at a scale of not less than 1-1/2 inches per 12 inches (1:10). C. Samples for Initial Selection: For each type of metal panel indicated with factory -applied finishes. 1. Include Samples of trim and accessories involving color selection. D. Samples for Verification: For each type of exposed finish, prepared on Samples of size indicated below: 1. Metal Panels: 12 inches (305 mm) long by actual panel width. Include fasteners, closures, and other metal panel accessories. 1.5 INFORMATIONAL SUBMITTALS A. Qualification Data: For Installer. B. Product Test Reports: For each product, for tests performed by a qualified testing agency. C. Field quality -control reports. D. Sample Warranties: For special warranties. 1.6 CLOSEOUT SUBMITTALS A. Maintenance Data: For metal panels to include in maintenance manuals. 1.7 QUALITY ASSURANCE A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver components, metal panels, and other manufactured items so as not to be damaged or deformed. Package metal panels for protection during transportation and handling. B. Unload, store, and erect metal panels in a manner to prevent bending, warping, twisting, and surface damage. KODIAK ISLAND BOROUGH SCHOOL DISTRICT WALL PANELS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 074213-2 C. Stack metal panels horizontally on platforms or pallets, covered with suitable weathertight and ventilated covering. Store metal panels to ensure dryness, with positive slope for drainage of water. Do not store metal panels in contact with other materials that might cause staining, denting, or other surface damage. D. Retain strippable protective covering on metal panels during installation. 1.9 FIELD CONDITIONS A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit assembly of metal panels to be performed according to manufacturers' written instructions and warranty requirements. 1.10 COORDINATION A. Coordinate metal panel installation with rain drainage work, flashing, trim, construction of soffits, and other adjoining work to provide a leakproof, secure, and noncorrosive installation. 1.11 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of metal panel systems that fail in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to, the following: a. Structural failures including rupturing, cracking, or puncturing. b. Deterioration of metals and other materials beyond normal weathering. 2. Warranty Period: Two years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Structural Performance: Provide metal panel systems capable of withstanding the effects of the following loads, based on testing according to ASTM E1592: 1. Wind Loads: At project location. 2. Deflection Limits: For wind loads, no greater than 1/240 of the span. B. Air Infiltration: Air leakage of not more than 0.06 cfm/sq. ft. (0.3 L/s per sq. m) when tested according to ASTM E283 at the following test -pressure difference: 1. Test -Pressure Difference: 1.57 Ibf/sq. ft. (75 Pa). KODIAK ISLAND BOROUGH SCHOOL DISTRICT WALL PANELS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 074213-3 C. Water Penetration under Static Pressure: No water penetration when tested according to ASTM E331 at the following test -pressure difference: 1. Test -Pressure Difference: 2.86 Ibf/sq. ft. (137 Pa). D. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes by preventing buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Base calculations on surface temperatures of materials due to both solar heat gain and nighttime -sky heat loss. 1. Temperature Change (Range): 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces. E. Fire -Resistance Ratings: Comply with ASTM E119; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. 1. Indicate design designations from UL's "Fire Resistance Directory" or from the listings of another qualified testing agency. 2.2 EXPOSED -FASTENER, LAP -SEAM METAL WALL PANELS A. General: Provide factory -formed metal panels designed to be field assembled by lapping side edges of adjacent panels and mechanically attaching panels to supports using exposed fasteners in side laps. Include accessories required for weathertight installation. B. Corrugated -Profile, Exposed -Fastener Metal Wall Panels: Formed with alternating curved ribs spaced at 2.67 inches (68 mm) o.c. across width of panel. 7/8" Depth. 1. Metallic -Coated Steel Sheet: Zinc -coated (galvanized) steel sheet complying with ASTM A653/A653M, G90 (Z275) coating designation, or aluminum -zinc alloy -coated steel sheet complying with ASTM A792/A792M, Class AZ50 (Class AZM150) coating designation; structural quality. Prepainted by the coil -coating process to comply with ASTM A755/A755M. a. Nominal Thickness: 22 -gauge. b. Exterior Finish: Three -coat fluoropolymer. C. Color: As selected by Architect from manufacturer's full range. 2.3 MISCELLANEOUS MATERIALS A. Miscellaneous Metal Subframing and Furring: ASTM C645, cold -formed, metallic -coated steel sheet, ASTM A653/A653M, G90 (Z275 hot -dip galvanized) coating designation or ASTM A792/A792M, Class AZ50 (Class AZM150) aluminum -zinc -alloy coating designation unless otherwise indicated. Provide manufacturer's standard sections as required for support and alignment of metal panel system. B. Panel Accessories: Provide components required for a complete, weathertight panel system including trim, copings, fasciae, mullions, sills, corner units, clips, flashings, sealants, gaskets, KODIAK ISLAND BOROUGH SCHOOL DISTRICT WALL PANELS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 074213-4 fillers, closure strips, and similar items. Match material and finish of metal panels unless otherwise indicated. 1. Closures: Provide closures at eaves and rakes, fabricated of same metal as metal panels. 2. Backing Plates: Provide metal backing plates at panel end splices, fabricated from material recommended by manufacturer. 3. Closure Strips: Closed -cell, expanded, cellular, rubber or crosslinked, polyolefin -foam or closed -cell laminated polyethylene; minimum 1 -inch- (25 -mm-) thick, flexible closure strips; cut or premolded to match metal panel profile. Provide closure strips where indicated or necessary to ensure weathertight construction. C. Flashing and Trim: Provide flashing and trim formed from same material as metal panels as required to seal against weather and to provide finished appearance. Locations include, but are not limited to, bases, drips, sills, jambs, corners, endwalls, framed openings, rakes, fasciae, parapet caps, soffits, reveals, and fillers. Finish flashing and trim with same finish system as adjacent metal panels. D. Panel Fasteners: Self -tapping screws designed to withstand design loads. Provide exposed fasteners with heads matching color of metal panels by means of plastic caps or factory - applied coating. Provide EPDM or PVC sealing washers for exposed fasteners. E. Panel Sealants: Provide sealant type recommended by manufacturer that are compatible with panel materials, are nonstaining, and do not damage panel finish. 1. Sealant Tape: Pressure -sensitive, 100 percent solids, gray polyisobutylene compound sealant tape with release -paper backing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape 1/2 inch (13 mm) wide and 1/8 inch (3 mm) thick. 2. Joint Sealant: ASTM C920; elastomeric polyurethane or silicone sealant; of type, grade, class, and use classifications required to seal joints in metal panels and remain weathertight; and as recommended in writing by metal panel manufacturer. 3. Butyl -Rubber -Based, Solvent -Release Sealant: ASTM C1311. 2.4 FABRICATION A. General: Fabricate and finish metal panels and accessories at the factory, by manufacturer's standard procedures and processes, as necessary to fulfill indicated performance requirements demonstrated by laboratory testing. Comply with indicated profiles and with dimensional and structural requirements. B. Provide panel profile, including major ribs and intermediate stiffening ribs, if any, for full length of panel. C. Fabricate metal panel joints with factory -installed captive gaskets or separator strips that provide a weathertight seal and prevent metal -to -metal contact, and that minimize noise from movements. KODIAK ISLAND BOROUGH SCHOOL DISTRICT WALL PANELS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 074213-5 2.5 FINISHES A. Protect mechanical and painted finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. B. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of the range of approved Samples. Noticeable variations in same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. C. Steel Panels and Accessories: 1. Three -Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in both color coat and clear topcoat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances, metal panel supports, and other conditions affecting performance of the Work. 1. Examine wall framing to verify that girts, angles, channels, studs, and other structural panel support members and anchorage have been installed within alignment tolerances required by metal wall panel manufacturer. 2. Examine wall sheathing to verify that sheathing joints are supported by framing or blocking and that installation is within flatness tolerances required by metal wall panel manufacturer. a. Verify that air- or water -resistive barriers have been installed over sheathing or backing substrate to prevent air infiltration or water penetration. B. Examine roughing -in for components and systems penetrating metal panels to verify actual locations of penetrations relative to seam locations of metal panels before installation. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Miscellaneous Supports: Install subframing, furring, and other miscellaneous panel support members and anchorages according to ASTM C754 and metal panel manufacturer's written recommendations. KODIAK ISLAND BOROUGH SCHOOL DISTRICT WALL PANELS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 074213-6 3.3 METAL PANEL INSTALLATION A. General: Install metal panels according to manufacturer's written instructions in orientation, sizes, and locations indicated. Install panels perpendicular to supports unless otherwise indicated. Anchor metal panels and other components of the Work securely in place, with provisions for thermal and structural movement. 1. Shim or otherwise plumb substrates receiving metal panels. 2. Flash and seal metal panels at perimeter of all openings. Fasten with self -tapping screws. Do not begin installation until air- or water -resistive barriers and flashings that will be concealed by metal panels are installed. 3. Install screw fasteners in predrilled holes. 4. Locate and space fastenings in uniform vertical and horizontal alignment. 5. Install flashing and trim as metal panel work proceeds. 6. Locate panel splices over, but not attached to, structural supports. Stagger panel splices and end laps to avoid a four -panel lap splice condition. 7. Align bottoms of metal panels and fasten with blind rivets, bolts, or self -tapping screws. Fasten flashings and trim around openings and similar elements with self -tapping screws. 8. Provide weathertight escutcheons for pipe- and conduit -penetrating panels. B. Fasteners: 1. Steel Panels: Use stainless-steel fasteners for surfaces exposed to the exterior; use galvanized -steel fasteners for surfaces exposed to the interior. C. Metal Protection: Where dissimilar metals contact each other or corrosive substrates, protect against galvanic action as recommended in writing by metal panel manufacturer. D. Lap -Seam Metal Panels: Fasten metal panels to supports with fasteners at each lapped joint at location and spacing recommended by manufacturer. 1. Lap ribbed or fluted sheets one full rib. Apply panels and associated items true to line for neat and weathertight enclosure. 2. Provide metal-backed washers under heads of exposed fasteners bearing on weather side of metal panels. 3. Locate and space exposed fasteners in uniform vertical and horizontal alignment. Use proper tools to obtain controlled uniform compression for positive seal without rupture of washer. 4. Install screw fasteners with power tools having controlled torque adjusted to compress washer tightly without damage to washer, screw threads, or panels. Install screws in predrilled holes. 5. Flash and seal panels with weather closures at perimeter of all openings. E. Watertight Installation: 1. Apply a continuous ribbon of sealant or tape to seal lapped joints of metal panels, using sealant or tape as recommend by manufacturer on side laps of nesting -type panels; and elsewhere as needed to make panels watertight. KODIAK ISLAND BOROUGH SCHOOL DISTRICT WALL PANELS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 074213-7 2. Provide sealant or tape between panels and protruding equipment, vents, and accessories. 3. At panel splices, nest panels with minimum 6 -inch (152 -mm) end lap, sealed with sealant and fastened together by interlocking clamping plates. F. Accessory Installation: Install accessories with positive anchorage to building and weathertight mounting, and provide for thermal expansion. Coordinate installation with flashings and other components. 1. Install components required for a complete metal panel system including trim, copings, corners, seam covers, flashings, sealants, gaskets, fillers, closure strips, and similar items. Provide types indicated by metal wall panel manufacturer; or, if not indicated, provide types recommended by metal panel manufacturer. G. Flashing and Trim: Comply with performance requirements, manufacturer's written installation instructions, and SMACNA's "Architectural Sheet Metal Manual." Provide concealed fasteners where possible, and set units true to line and level as indicated. Install work with laps, joints, and seams that are permanently watertight. 1. Install exposed flashing and trim that is without buckling and tool marks, and that is true to line and levels indicated, with exposed edges folded back to form hems. Install sheet metal flashing and trim to fit substrates and achieve waterproof performance. 2. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space movement joints at maximum of 10 feet (3 m) with no joints allowed within 24 inches of corner or intersection. Where lapped expansion provisions cannot be used or would not be sufficiently waterproof, form expansion joints of intermeshing hooked flanges, not less than 1 inch (25 mm) deep, filled with mastic sealant (concealed within joints). 3.4 CLEANING AND PROTECTION A. Remove temporary protective coverings and strippable films, if any, as metal panels are installed, unless otherwise indicated in manufacturer's written installation instructions. On completion of metal panel installation, clean finished surfaces as recommended by metal panel manufacturer. Maintain in a clean condition during construction. B. After metal panel installation, clear weep holes and drainage channels of obstructions, dirt, and sealant. C. Replace metal panels that have been damaged or have deteriorated beyond successful repair by finish touchup or similar minor repair procedures. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT WALL PANELS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 074213-8 SECTION 07 5419 - POLYVINYL -CHLORIDE (PVC) ROOFING PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Adhered polyvinyl -chloride (PVC) roofing system over mechanically applied insulation and substrate materials ("Roof Membrane") 2. Substrate Board 3. Self adhering vapor retarder ("Vapor Barrier") 4. Roof Insulation, in tapered and uniform thicknesses. S. PVC Clad metal 6. Composite Rigid Insulation / Coverboard 7. Coverboard 8. PVC Clad Metal 9. Roof Walkways B. Related Requirements: 1. Miscellaneous Rough Carpentry" for wood nailers, curbs, and blocking. 2. "Preparation for Re -Roofing" for deck preparation.. 3. "Sheet Metal Flashing and Trim" for metal roof flashings and counterflashings not in membrane roof section. 1.3 DEFINITIONS A. Roofing Terminology: Definitions in ASTM D 1079 and glossary in NRCA's "The NRCA Roofing and Waterproofing Manual" apply to work of this Section. 1.4 ACTION SUBMITTALS A. Product Data, including manufacturer details and installation information for each type of product. B. Shop Drawings: For roofing system, demonstrating compliance with project requirements, including fastener patterns required for wind uplift resistance meeting project conditions. Include plans, elevations, sections, details, and attachments to other work, including: KODIAK ISLAND BOROUGH SCHOOL DISTRICT PVC ROOFING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 075419-1 1. Base flashings and membrane terminations. 2. Tapered insulation, including slopes. 3. Roof plan showing orientation of steel roof deck, roof assembly (if applicable), phasing, and orientation of roofing, fastening spacings, and patterns for mechanically fastened roofing. a. show separate fastener pattern for substrate board (connecting the substrate board directly to the roof deck) and the fastener/washer pattern for securing the roof covering assembly (uniform thickness insulation, tapered insulation and cover board) to the roof deck. 4. Insulation fastening patterns for corner, perimeter, and field -of -roof locations. 5. Show phasing of roof demolition and installation as required to coordinate with relocation and re -installation of electrical, mechanical and Owner -controlled items. C. Samples for Verification: For the following products: 1. 12 -by -12 -inch (300 -by -300 -mm) square of sheet roofing, of color specified, including T- shaped side and end lap seam. 2. 12 -by -12 -inch (300 -by -300 -mm) square of roof insulation. 3. 12 -by -12 -inch (300 -by -300 -mm) square of walkway rolls. 4. 12 -inch (300 -mm) length of metal termination bars. S. 12 x 6 length of PVC clad metal flashing 6. Six insulation fasteners of each type, length, and finish, including those required to penetrate existing 18 gage steel deck. 7. Six roof cover fasteners of each type, length, and finish. 8. Special fastener/washer combination for non -penetrating mechanically fastened roofing system 1.5 INFORMATIONAL SUBMITTALS A. Qualification Data: For roofing firm, foreman and manufacturer: 1. Installer Certificates: Signed by roofing system manufacturer certifying that Installer is approved, authorized, or licensed by manufacturer to install roofing system. B. Manufacturer Certificates: 1. Manufacturer Certificates: Signed by roofing manufacturer certifying that roofing system complies with requirements specified in "Performance Requirements". C. Product Test Reports: For components of roofing system, for tests performed by manufacturer and witnessed by a qualified testing agency. D. Research/Evaluation Reports: For components of roofing system, from ICC -ES. E. Field quality -control reports. F. Sample Warranties: For manufacturer's special warranties. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PVC ROOFING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 075419-2 1.6 CLOSEOUT SUBMITTALS A. Warranties for membrane manufacturer including all roof assembly components and installers warranty. B. Maintenance Data: For roofing system to include in maintenance manuals. C. Inspection Report: Copy of roofing system manufacturer's inspection report of completed roofing installation. D. Weld Test Samples: Turn over daily weld test samples with dates and times each test sample was taken. 1.7 QUALITY ASSURANCE A. Manufacturer Qualifications: A qualified manufacturer that is UL listed for roofing system identical to that used for this Project B. Installer Qualifications: A qualified firm that is approved, authorized, or licensed by membrane roofing system manufacturer to install manufacturer's product and that is eligible to receive manufacturer's special warranty. 1. Proof of installer qualification may be requested during review of bids 2. The roofing applicator shall be thoroughly experienced and upon request be able to provide evidence of having at least five (5) years successful experience installing single - ply PVC roofing systems and having installed at least one (1) roofing application of equal or greater size within one year. 3. Provide adequate number of experienced workmen regularly engaged in this type of work who are skilled in the application techniques of the materials specified. Provide at least one thoroughly trained and experienced superintendent on the job at all times roofing work is in progress. C. Pre -Installation Roofing Conference: Conduct meeting at project site: 1. Meet with Owner, Architect, Owner's insurer if applicable, testing and inspecting agency representative, roofing Installer, roofing system manufacturer's representative, deck Installer, and installers whose work interfaces with or affects roofing, including installers of roof accessories and roof -mounted equipment. 2. Review methods and procedures related to roofing installation, including manufacturer's written instructions. 3. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 4. Review and examine deck substrate conditions and finishes for compliance with requirements, including flatness and fastening. 5. Review structural loading limitations of roof deck during and after roofing. 6. Review base flashings, special roofing details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that will affect roofing system. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PVC ROOFING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 075419-3 7. Review governing regulations and requirements for insurance and certificates if applicable. 8. Review temporary protection requirements for roofing system during and after installation. 9. Review roof observation and repair procedures after roofing installation. D. Manufacturers Technical Support: Installation Phase 1. Manufacturer's Company Employed Adhesive System Technician shall be present at start of each the following system components. a. Substrate Board and Air/Vapor Barrier—Temporary Roof System b. Insulation and coverboard C. Fully Bonded watertight membrane 2. Manufacturer's Company Employed Inspector responsible for inspection for warranty, shall be on site before 20% and 90% completion of the watertight membrane installation. 3. Upon completion of the installation, the applicator shall arrange for an inspection to be made by a non -sales technical representative of the membrane manufacturer in order to determine whether or not corrective work will be required before the warranty will be issued. Notify the building owner seventy-two (72) hours prior to the manufacturer's final inspection. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver roofing materials to Project site in original containers with seals unbroken and labeled with manufacturer's name, product brand name and type, date of manufacture, approval or listing agency markings, and directions for storing and mixing with other components. 1. Deliver in sufficient quantity to permit work to continue without interruption. 2. Comply with the manufacturer's written instructions for proper material storage. 3. Any materials which are found to be damaged shall be removed and replaced at the contractor's expense. B. Store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by roofing system manufacturer. Protect stored liquid material from direct sunlight. 1. Store hazardous and flammable liquid products in separate metal storage containers away from other combustibles. 2. Discard and legally dispose of liquid material that cannot be applied within its stated shelf life. 3. Protect roof insulation materials from physical damage and from deterioration by sunlight, moisture, soiling, and other sources. Store in a dry location. Comply with insulation manufacturer's written instructions for handling, storing, and protecting during installation. a. Insulation must be on pallets, off the ground and tightly covered with waterproof materials. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PVC ROOFING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 075419-4 4. Handle and store roofing materials, and place equipment in a manner to avoid concentrated loads that exceed roof design loads or that permanent deflection of deck. 5. Store materials containing solvents in dry, well ventilated spaces with proper fire and safety precautions. Keep lids on tight. Use before expiration of their shelf life. 6. Discard and legally dispose of liquid material that cannot be applied within its stated shelf life, or which has been exposed to freezing. 1.9 FIELD CONDITIONS A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit roofing system to be installed according to manufacturer's written instructions and warranty requirements. B. Do not disrupt activities in occupied areas without prior approval from and coordination with the Owner. C. The contractor shall adequately protect building, paved areas, service drives, lawn, shrubs, trees, etc. from damage while performing the required work. Provide canvas, boards and sheet metal (properly secured) as necessary for protection and remove protection material at completion. D. Do not overload any portion of the building, either by use of or placement of equipment, storage of debris, or storage of materials. E. Take precautions to prevent drains from clogging during the roofing application. Remove debris at the completion of each day's work and clean drains, if required. At completion, test drains to ensure the system is free running and drains are watertight. Remove strainers and plug drains in areas where work is in progress. Install flags or other telltales on plugs. Remove plugs each night and screen drain. F. Remove all traces of piled bulk materials and return the job site to its original condition upon completion of the work. 1.10 WARRANTY A. Special Warranty: Manufacturer agrees, without monetary limitation for labor and materials, to repair or replace components of roofing system that leaks or fail in materials or workmanship within specified warranty period. 1. Special warranty includes membrane roofing, base flashings, roof insulation, fasteners, cover boards, substrate board, vapor barrier, insulation adhesive, roofing accessories, walk pads and other components of membrane roofing system. a. Failure means leaks, damage to building not accessible to water intrusion, delamination of roofing assembly components, adhesive failure, seismic joint failure, or any other conditions that would render reassembly ineligible for membrane manufactures warranty. 2. Insulation Thermal Warranty: Provide a 20 year thermal warranty for the insulation. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PVC ROOFING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 075419-5 3. Warranty Period: 20 years from date of Substantial Completion. a. Only Special Warranty provided directly by Manufacture will be accepted. b. Special Warranty by third party will not be considered. 4. Litigation — In the event that litigation should be required, it shall occur in a court in the State of Alaska 5. Wind Rider: Provide written warranty by roof membrane manufacturer that roof assembly meets resistance requirements for 120 mph wind speed and agreeing to repair or replace roofing components damaged by winds up to 120 mph. B. Special Project Warranty: Submit roofing Installer's warranty, on warranty form at end of this Section, signed by Installer, covering the Work of this Section, including all components of roofing system such as membrane roofing, base flashing, roof insulation, fasteners, cover boards, substrate boards, vapor retarders, walkway products, and two-part fascia, for the following warranty period: 1. Warranty Period: Two years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Source Limitations: Obtain components including but not limited to: vapor barrier, cover board, roof insulation, fasteners, metal edge; for membrane roofing system assembly, from same manufacturer as membrane roofing or manufacturer approved by membrane roofing manufacturer. 2.2 PERFORMANCE REQUIREMENTS A. General Performance: Installed roofing and base flashings shall withstand uplift pressures, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Roofing and base flashings shall remain watertight. 1. Wind requirements: 120 mph, Exposure D, in 3 second gust, with corner and perimeter wind uplift pressure increases as required by authorities having jurisdiction and 2009 1 BC. B. Material Compatibility: Roofing materials shall be compatible with one another and adjacent materials under conditions of service and application required, as demonstrated by roofing manufacturer based on testing and field experience. C. Fire -Test -Response Characteristics: Provide membrane roofing materials with the fire -test - response characteristics indicated as determined by testing identical products per test method below by UL, FMG, or another testing and inspecting agency acceptable to authorities having jurisdiction. Materials shall be identified with appropriate markings of applicable testing and inspecting agency. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PVC ROOFING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 075419-6 1. Exterior Fire -Test Exposure: Class A; ASTM E 108, for application and roof slopes indicated. 2.3 PVC ROOFING ("Roof Membrane") A. PVC Sheet: ASTM D 4434/D 4434M, Type IV, fabric reinforced. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, are limited to, the following: a. Carlisle SynTec, Incorporated. b. Sika Sarnafil Inc. B. Basis of Design: Provided by Carlisle SynTec Incorporated 1. Basis of design Product: Sure -Flex PVC Membrane. a. Thickness: 80 mils, nominal. b. Exposed Face Color: Grey. 2.4 AUXILIARY ROOFING MATERIALS A. General: Auxiliary materials recommended by roofing system manufacturer for intended use and compatible with roofing. B. SureFlex Flashing ("Membrane Flashing"): 1. PVC, 80 -mil thick non -reinforced flashing membrane. Flashing is used for inside/outside corners and field fabricated pipe flashings when use of pre -molded accessories is not feasible. 2. Sure -Flex PVC "T" Joint Cover: A 4-1/2" diameter, 40 -mil thick, injection molded PVC flashing used to overlay "T" joints at field splices when 60 -mil or 80 -mil Sure -Flex PVC membrane is used. 3. Pre -Molded Accessories: As required and provided by membrane manufacturer. C. Sheet Flashing ("Membrane Flashing"): Manufacturer's standard sheet flashing of same material, type, reinforcement, of 60 mil thickness, and of color as PVC sheet. Use where SureFlex Flashing is not recommended by manufacturer. D. Bonding Adhesive: Manufacturer's recommended adhesive for materials, site conditions, and warranty. E. Metal Termination Bars: Manufacturer's standard, predrilled stainless-steel or aluminum bars, approximately 1 by 1/8 inch (25 by 3 mm) thick; with anchors. F. Metal Battens: Manufacturer's standard, aluminum -zinc -alloy -coated or zinc -coated steel sheet, approximately 1 inch wide by 0.05 inch (25 mm wide by 1.3 mm) thick, prepunched. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PVC ROOFING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 075419-7 G. Fasteners: Factory -coated steel fasteners and metal plates complying with corrosion - resistance provisions in FM Globa14470, designed for fastening roofing to substrate, and acceptable to roofing system manufacturer. H. Miscellaneous Accessories: Provide pourable sealers, preformed cone and vent sheet flashings, preformed inside and outside corner sheet flashings, T -joint covers, lap sealants, termination reglets, and other accessories. 2.5 SUBSTRATE BOARDS A. Substrate Board: ASTM C 1177/C 1177M, glass -mat, water-resistant gypsum substrate, Type X, 5/8 inch (16 mm) thick. 1. Georgia Pacific DensDeck Prime or approved equal. B. Fasteners: Factory -coated steel fasteners and metal plates complying with corrosion - resistance provisions in FM Global 4470, designed for fastening substrate board to roof deck. 2.6 SELF -ADHERING VAPOR RETARDER ("Vapor Barrier") A. Self -Adhering -Sheet Vapor Retarder: ASTM D 1970, polyethylene film laminated to layer of rubberized asphalt adhesive, minimum 40 -mil- (1.0 -mm-) total thickness consisting of 35 mils of self -adhering rubberized asphalt laminated to 5 mil polyolefin film. Maximum permeance rating of 0.1 perm (6 ng/Pa x s x sq. m); cold applied, with slip -resisting surface and release paper backing. 1. Carlisle: 725TR Self adhering Air and Vapor Barrier or approved equal. B. Lap Sealant: Manufacturer's standard lap sealant. C. Vapor Barrier Adhesive / Primer, applied in full coverage. 1. Carlisle: Cav-Grip Low-VOC Aerosol Contact Adhesive/Primer or approved equal. 2.7 ROOF INSULATION A. General: Preformed roof insulation boards manufactured or approved by PVC roofing manufacturer, selected from manufacturer's standard sizes suitable for application, of thicknesses indicated. B. Polyisocyanurate Board Insulation for flat and tapered roof system: ASTM C 1289, Type II, Class 1, Grade 2, felt or glass -fiber mat facer on both major surfaces. C. Tapered Insulation: Provide factory -tapered insulation boards fabricated to slope of minimum of 1/8 inch per 12 inches (1:48) unless otherwise indicated or required. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PVC ROOFING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 075419-8 D. Provide preformed saddles, crickets, tapered edge strips, and other insulation shapes where indicated for sloping to drain. Fabricate to slopes indicated. E. Adhesive: Manufacturer's two part ZERO VOC Urethane Adhesive. 1. Carlisle Fast 100 Adhesive Extruded Beads or approved equal. 2.8 INSULATION ACCESSORIES A. General: Roof insulation accessories recommended by insulation manufacturer for intended use and compatibility with roofing. B. Fasteners: Factory -coated steel fasteners and metal plates complying with corrosion - resistance provisions in FM Global 4470, designed for fastening roof insulation and cover boards to existing steel deck substrate, and acceptable to roofing system manufacturer. C. Cover Board: ASTM D1621/D2126/C209/C518, high-density polyiso insulation panel with premium -performance coated glass facers, 1/2 inch thick, 100psi compressive strength. Carlisle SecureShied HD Plus or approved equal. 2.9 COMPOSITE RIGID INSULATION/COVERBOARD A. General: A 3" thick rigid composite insulation panel comprised of %" high-density polyiso cover board laminated to 2-1/2" rigid polyiso roof insulation board. Recommended by roofing manufacturer for use as a cover board. 1. Cover board: ASTM C 1289 Type II, Class 4, Grade (109 psi max) 2. Base Insulation: ASTM C 1289 Type II, Class 2, Grade 2 3. Basis of Design Product: Carlisle SecurShield HD Composite 2.10 PVC CLAD METAL A. General: 24 gauge, galvanized steel sheet coated with a layer of non -reinforced PVC Flashing. The sheet is cut to the appropriate width and used to fabricate metal drip edges or other roof perimeter edging profiles. Thickness and construction such that that membrane may be heat welded directly to the coated metal. 2.11 ROOF WALKWAYS A. PVC Heat Weldable Walkway Roll: Manufactured by roofing manufacturer as walkway to protect roof membrane in those areas exposed to repetitive foot traffic of other hazards. 1. Factory -formed, nonporous, heavy-duty, slip -resisting, surface -textured PVC walkway rolls, approximately 110 -mils thick, 36" wide. 2. Diamond plate tread pattern providing superior slip resistance. 3. Acceptable to roofing system manufacturer. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PVC ROOFING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 075419-9 4. Heat welded to roofing membrane. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and other conditions affecting performance of the Work: 1. Verify that roof openings and penetrations are in place, curbs are set and braced, and roof -drain bodies are securely clamped in place. 2. Verify that wood blocking, curbs, and nailers are securely anchored to roof deck at penetrations and terminations and that nailers match thicknesses of insulation. 3. Verify that any exposed fasteners are properly set and flush to mated surfaces. 4. Verify that roof deck surfaces and vertical surfaces are acceptable for membrane assembly installation. B. Proceed with installation only after unsatisfactory conditions have been corrected. C. Coordinate a site visit by an inspector the membrane manufacturer as per Quality Assurance section, above. 3.2 PREPARATION A. Clean substrate of dust, debris, moisture, and other substances detrimental to roofing installation according to roofing system manufacturer's written instructions. Remove sharp projections. B. Prevent materials from entering and clogging roof drains and conductors and from spilling or migrating onto surfaces of other construction. Remove roof -drain plugs when not required for protection of roof drains or when required due to rain. C. Prevent dust and odors originating from the work from entering the building. 3.3 PREPARATION AT RE-COVER PORTION A. Cut and remove wet insulation, and fill all voids with new insulation of type specified so it is relatively flush (+/- 1/4") with the existing surface. Install new cover board. B. If total removal of existing PVC membrane is not specified, cut existing non -reinforced membrane cut into maximum 10'x 10' sections. 3.4 ROOFING INSTALLATION, GENERAL A. Install roofing system according to roofing system manufacturer's written instructions. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PVC ROOFING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 075419-10 B. Complete terminations and base flashings and provide temporary seals to prevent water from entering completed sections of roofing system at end of workday or when rain is forecast. Remove and discard temporary seals before beginning work on adjoining roofing. C. Install roofing and auxiliary materials to tie into existing roofing to maintain weathertightness of transition to existing roofing during construction phasing, including temporary curbs required as part of temporary roof tent system. Remove intertie materials when no longer required. D. Maintain a fire watch inside building, removing existing ceiling panels as required to maintain direct visual contact with interior side of existing steel deck to ensure fasteners do not damage existing roof deck mounted electrical devices, conduit, cable, mechanical equipment or piping during any stage of roof system installation. E. Position field splices away from low spots and drain sumps. F. Plan work to avoid construction traffic on new roofing. Protect new roofing from damage. Replace membrane damaged during the work, including membrane damaged or stained by adhesive spills. 3.5 SUBSTRATE BOARD INSTALLATION A. Install substrate board with long joints in continuous straight lines, perpendicular to roof slopes with end joints staggered between rows. Tightly butt substrate boards together. 1. Nominally Fasten substrate board to top flanges of steel deck in order to provide a surface to receive the air and vapor barrier. 3.6 VAPOR -RETARDER INSTALLATION (Temporary Roof) A. Vapor Retarder: Install vapor retarder in a single layer over area to receive vapor barrier open, side and end lapping each sheet a minimum of 2 inches (50 mm) and 6 inches (150 mm), respectively or as recommended by manufacturer. Bond vapor retarder to substrate as follows or as recommended by manufacturer: 1. Apply adhesive at rate recommended by vapor -retarder manufacturer. Seal T -joint step off laps with adhesive according to membrane manufacturer's written instructions. Vapor Barrier Installation: - Vapor barrier material must be kept at temperatures above 70°F prior to installation and should be installed at temperatures above 402F (air and substrate). Apply vapor barrier from low to high points, in a shingle fashion, so that the laps will shed water. Overlap all edges at least 2%". End laps should be staggered. Position membrane carefully to avoid fish -mouths and wrinkles. Roll the vapor barrier membrane immediately after installation with a 100 -150 -pound roller wrapped in a resilient material. Seaming - Install a 2" -long bead of lap sealant internally along any T - joints or step -offs. Use a hand roller to mate the seam together, paying particular attention to the T -joints and step -offs. Membrane must be dry prior to installation of subsequent insulation layers. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PVC ROOFING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 075419-11 B. Completely seal vapor barrier at terminations, obstructions, and penetrations to prevent air movement into membrane roofing system following manufacture's published details. C. Flash penetrations and field -formed inside and outside corners. D. Install vapor barrier and auxiliary materials to tie in to existing membrane roofing to maintain weather -tightness of transition. 3.7 INSULATION INSTALLATION A. Coordinate installing roofing system components so insulation is not exposed to precipitation or left exposed at the end of the workday. B. Comply with roofing system and insulation manufacturer's written instructions for installing roof insulation. C. Install tapered or flat insulation under area of roofing to conform to slopes indicated. D. Install tapered or flat insulation as required to stagger a minimum of 6 inches (150 mm) in each direction from uniform thickness insulation below. E. Trim surface of insulation where necessary at roof drains so completed surface is flush and does not restrict flow of water. F. Install base layer of insulation with long joints of insulation in a continuous straight line with end joints staggered between rows, abutting edges and ends between boards. Stagger upper layers of insulation with lower layers. 1. Fill gaps less than 1/4" with self foaming insulation. 2. Cut and fit insulation at panel joints, nailers, projections, and penetrations where gaps greater than or equal to 1/4" occur. G. Install composite rigid insulation/coverboard or cover boards over insulation, including crickets, with long joints in continuous straight lines with end joints staggered between rows. Offset cover board joints a minimum of 6 inches (150 mm) in each direction of insulation joints below . Loosely butt cover boards together and fasten to roof deck. 3.8 INSULATION ATTACHMENT— MECHANICAL ATTACHMENT (BASE INSULATION LAYERS) A. General: Prior to proceeding with insulation securement refer to Manufacturer's Warranty Tables for attachment method and appropriate fastening density required for the specific Warranty. Insulation fastening density and pattern will vary based on insulation type, thickness, and required warranty. B. Comply with manufacturer's recommendation for fastening density and pattern. C. Utilize fasteners and fastener plates as per manufacturer's recommendations. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PVC ROOFING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 075419-12 D. Fasten insulation as required to secure substrate board and other layers below to the roof deck. 3.9 INSULATION ATTACHMENT — ADHESIVE ATTACHMENT (COMPOSITE RIGID INSULATION / COVER BOARD LAYER) A. General: Prior to proceeding with insulation securement refer to Manufacturer's Warranty Tables for attachment method and appropriate products required for the specific Warranty. B. Comply with manufacturer's recommendation for adhesive types, bead spacing, and application methods. C. Construction gaps between horizontal and vertical surfaces of the roof area as well as gaps around penetrations must be sealed to prevent interior warm air from infiltrating and condensing within the roofing assembly. D. Check to ensure the substrate is clean, free of debris, other contaminants, and dry. Adhesive cannot be applied to a wet or a damp surface. E. Apply Adhesive over the dry substrate area at the coverage rates indicated in manufacturer's specification sheets. F. Allow the adhesive to set as per manufacturer's recommendations prior to setting insulation boards into adhesive. Set time may vary depending on temperature and weather conditions. G. Walk the insulations boards into the adhesive and roll as per the manufacturer's recommendations. H. Fasten cover board to top flanges of roof deck to resist uplift pressure at corners, perimeter, and field of roof according to roofing system manufacturers' written instructions. 3.10 ADHERED ROOFING INSTALLATION A. Adhere membrane roofing to cover board according to roofing system manufacturer's written instructions. Unroll roofing and allow to relax before proceeding. 1. Install sheet according to ASTM D 5036. B. Accurately align roofing, and maintain uniform side and end laps of minimum dimensions required by manufacturer. Stagger end laps. C. Bonding Adhesive: Apply to substrate and underside of roofing at rate required by manufacturer, and allow to partially dry before installing roofing. Do not apply to splice area of roofing. D. In addition to adhering, mechanically fasten roofing securely at terminations, penetrations, and perimeter of roofing according to membrane manufacturers written requirements. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PVC ROOFING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 075419-13 E. Apply roofing with side laps shingled with slope of roof where possible. F. Seams: Clean seam areas, overlap roofing, and hot-air weld side and end laps of roofing and sheet flashings according to manufacturer's written instructions, to ensure a watertight seam installation. 1. Test lap edges with probe to verify seam weld continuity. Apply lap sealant to seal cut edges of sheet. 2. Verify field strength of seams prior to initiating membrane welding procedures and repair seam sample areas. As an option, test weld two scraps of PVC roofing material prior to initiating membrane welding procedures. Perform a pull test on test weld, and repeat if test weld fails. Date test welds and store in a safe place. Provide for Owners inspection at any time during the work, and turnover to Owner at the end of the contract. 3. Repair tears, voids, and lapped seams in roofing that do not comply with requirements. G. Spread sealant bed over deck -drain flange at roof drains, and securely seal roofing in place with clamping ring. After curing, plug roof drain tight, flood immediate roof area for 8 hours. Observe for leaks, making repairs as required. Repeat test until water tight assembly is achieved. 3.11 BASE FLASHING INSTALLATION A. Install sheet flashings and preformed flashing accessories, and adhere to substrates according to roofing system manufacturer's written instructions. B. Apply bonding adhesive to substrate and underside of sheet flashing at required rate, and allow to partially dry. Do not apply to seam area of flashing. C. Flash penetrations and field -formed inside and outside corners with sheet flashing. Provide factory formed inside and outside corner pieces where recommended by membrane manufacturer. D. Clean seam areas, overlap, and firmly roll sheet flashings into the adhesive. Hot-air weld side and end laps to ensure a watertight seam installation. E. Terminate and seal top of sheet flashings and mechanically anchor to substrate through termination bars where vertical walls exceed 36 inches high or where shown. 3.12 ROOF WALKWAY INSTALLATION A. Flexible Walkways: Install walkway products in locations indicated. Heat weld to substrate or adhere walkway products to substrate with compatible adhesive according to roofing system manufacturer's written instructions. 1. Provide 12 inch wide gaps in walkway mats at flow lines and as required to maintain positive drainage without ponding. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PVC ROOFING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 075419-14 3.13 FIELD QUALITY CONTROL A. Roof Inspection: Arrange for roofing system manufacturer's technical personnel to inspect roofing installation at approximately 25% completion. 1. Notify Owner 72 hours in advance of date and time of inspection. B. Perform test weld at the start of each work shift and at approximately the midpoint of the shift utilizing automated seam welder. Record date and time of each test sample and retain for Owners records at Closeout. C. Repair or remove and replace components of roofing system where inspections indicate that they do not comply with specified requirements. D. Additional testing and inspecting, at Contractor's expense, will be performed to determine if replaced or additional work complies with specified requirements. 3.14 PROTECTING AND CLEANING A. Protect roofing system from damage and wear during remainder of construction period. B. Correct deficiencies in or remove roofing system that does not comply with requirements, repair substrates, and repair or reinstall roofing system to a condition free of damage and deterioration at time of Substantial Completion and according to warranty requirements. C. Clean overspray and spillage from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. D. Clean debris, scraps, containers and other rubbish from the roof surface at the end of each work shift, leaving the roof surface clean and secure. 3.15 ROOFING INSTALLER'S WARRANTY A. WHEREAS of , herein called the "Roofing Installer," has performed roofing and associated work ("work") on the following project: 1. Owner: <Insert name of Owner>. 2. Address: <Insert address>. 3. Building Name/Type: <Insert information>. 4. Address: <Insert address>. 5. Area of Work: <Insert information>. 6. Acceptance Date: 7. Warranty Period: <Insert time>. 8. Expiration Date: KODIAK ISLAND BOROUGH SCHOOL DISTRICT PVC ROOFING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 075419-15 B. AND WHEREAS Roofing Installer has contracted (either directly with Owner or indirectly as a subcontractor) to warrant said work against leaks and faulty or defective materials and workmanship for designated Warranty Period, C. NOW THEREFORE Roofing Installer hereby warrants, subject to terms and conditions herein set forth, that during Warranty Period he will, at his own cost and expense, make or cause to be made such repairs to or replacements of said work as are necessary to correct faulty and defective work and as are necessary to maintain said work in a watertight condition. D. This Warranty is made subject to the following terms and conditions: 1. Specifically excluded from this Warranty are damages to work and other parts of the building, and to building contents, caused by: a. lightning; b. peak gust wind speed exceeding 120 mph; C. fire; d. failure of roofing system substrate, including cracking, settlement, excessive deflection, deterioration, and decomposition; e. activity on roofing by others, including construction contractors, maintenance personnel, other persons, whether authorized or unauthorized by Owner. 2. When work has been damaged by any of foregoing causes, Warranty in affected area shall be null and void until such damage has been repaired by Roofing Installer and until cost and expense thereof have been paid by Owner or by another responsible party so designated. 3. Roofing Installer is responsible for damage to work covered by this Warranty and is liable for consequential damages to building or building contents resulting from leaks or faults or defects of work. 4. During Warranty Period, if Owner allows alteration of work by anyone other than Roofing Installer, including cutting, patching, and maintenance in connection with other work, this Warranty shall become null and void on date of said alterations, but only to the extent said alterations affect work covered by this Warranty. If Owner engages Roofing Installer to perform said alterations, Warranty shall not become null and void unless Roofing Installer, before starting said work, shall have notified Owner in writing, showing reasonable cause for claim, that said alterations would likely damage or deteriorate work, thereby reasonably justifying a limitation or termination of this Warranty. 5. During Warranty Period, if original use of roof is changed and it becomes used for, but was not originally specified for, a promenade, work deck, spray -cooled surface, flooded basin, or other use or service more severe than originally specified, this Warranty shall become null and void on date of said change, but only to the extent said change affects work covered by this Warranty. 6. Owner shall promptly notify Roofing Installer of observed, known, or suspected leaks, defects, or deterioration and shall afford reasonable opportunity for Roofing Installer to inspect work and to examine evidence of such leaks, defects, or deterioration. 7. This Warranty is recognized to be the only warranty of Roofing Installer on said work and shall not operate to restrict or cut off Owner from other remedies and resources KODIAK ISLAND BOROUGH SCHOOL DISTRICT PVC ROOFING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 075419-16 lawfully available to Owner in cases of roofing failure. Specifically, this Warranty shall not operate to relieve Roofing Installer of responsibility for performance of original work according to requirements of the Contract Documents, regardless of whether Contract was a contract directly with Owner or a subcontract with Owner's General Contractor. E. IN WITNESS THEREOF, this instrument has been duly executed this day of 1. 2. 3. Authorized Signature: Name: Title: END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT PVC ROOFING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 075419-17 SECTION 07 6200 - SHEET METAL FLASHING AND TRIM PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Formed low -slope roof sheet metal fabrications. B. Related Sections: 1. Section 06 1000 "Rough Carpentry" for wood nailers, curbs, and blocking. 2. Section 07 5419 "Polyvinyl Chloride (PVC) Roofing" for flashing and trim at roof assemblies. 3. Section 07 7200 "Roof Accessories" for set -on -type curbs, equipment supports, and other manufactured roof accessory units. 1.3 PERFORMANCE REQUIREMENTS A. General: Sheet metal flashing and trim assemblies as indicated shall withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Completed sheet metal flashing and trim shall not rattle, leak, or loosen, and shall remain watertight. B. Fabricate and install roof edge flashing and copings capable of resisting forces according to recommendations in FMG Loss Prevention Data Sheet 1-49, for design wind speeds: C. Thermal Movements: Provide sheet metal flashing and trim that allows for thermal movements from ambient and surface temperature changes. 1. Temperature Change (Range): 120 deg F, ambient; 180 deg F, material surfaces. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each manufactured product and accessory. KODIAK ISLAND BOROUGH SCHOOL DISTRICT SHEET METAL FLASHING AND TRIM PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 076200-1 B. Shop Drawings: Show fabrication and installation layouts of sheet metal flashing and trim, including plans, elevations, expansion -joint locations, and keyed details. Distinguish between shop- and field -assembled work. Include the following: 1. Identification of material, thickness, weight, and finish for each item and location in Project. 2. Details for forming sheet metal flashing and trim, including profiles, shapes, seams, and dimensions. 3. Details for joining, supporting, and securing sheet metal flashing and trim, including layout of fasteners, cleats, clips, and other attachments. Include pattern of seams. 4. Details of termination points and assemblies, including fixed points. 5. Details of edge conditions and counterflashings as applicable. 6. Details of special conditions. 7. Details of connections to adjoining work. 8. Detail formed flashing and trim at a scale of not less than 3 inches per 12 inches (1:5). C. Samples for Initial Selection: For each type of sheet metal flashing, trim, and accessory indicated with factory -applied color finishes involving color selection. 1.5 INFORMATIONAL SUBMITTALS A. Qualification Data: For qualified fabricator. B. Warranty: Sample of special warranty. 1.6 CLOSEOUT SUBMITTALS A. Maintenance Data: For sheet metal flashing, trim, and accessories to include in maintenance manuals. 1.7 QUALITY ASSURANCE A. Fabricator Qualifications: Shop that employs skilled workers who custom fabricate sheet metal flashing and trim similar to that required for this Project and whose products have a record of successful in-service performance. B. Sheet Metal Flashing and Trim Standard: Comply with SMACNA's "Architectural Sheet Metal Manual" unless more stringent requirements are specified or shown on Drawings. 1.8 DELIVERY, STORAGE, AND HANDLING A. Do not store sheet metal flashing and trim materials in contact with other materials that might cause staining, denting, or other surface damage. Store sheet metal flashing and trim materials away from uncured concrete and masonry. KODIAK ISLAND BOROUGH SCHOOL DISTRICT SHEET METAL FLASHING AND TRIM PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 076200-2 B. Protect strippable protective covering on sheet metal flashing and trim from exposure to sunlight and high humidity, except to the extent necessary for the period of sheet metal flashing and trim installation. 1.9 WARRANTY A. Special Warranty on Finishes: Manufacturer's standard form in which manufacturer agrees to repair finish or replace sheet metal flashing and trim that shows evidence of deterioration of factory -applied finishes within specified warranty period. 1. Exposed Panel Finish: Deterioration includes, but is not limited to, the following: a. Color fading more than 5 Hunter units when tested according to ASTM D 2244. b. Chalking in excess of a No. 8 rating when tested according to ASTM D 4214. C. Cracking, checking, peeling, or failure of paint to adhere to bare metal. 2. Finish Warranty Period: 20 years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. General: Sheet metal flashing and trim assemblies shall withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Completed sheet metal flashing and trim shall not rattle, leak, or loosen, and shall remain watertight. B. Sheet Metal Standard for Flashing and Trim: Comply with NRCA's "The NRCA Roofing Manual" and SMACNA's "Architectural Sheet Metal Manual" requirements for dimensions and profiles shown unless more stringent requirements are indicated. 2.2 SHEET METALS A. General: Protect mechanical and other finishes on exposed surfaces from damage by applying a strippable, temporary protective film before shipping. B. Metallic -Coated Steel Sheet: Restricted flatness steel sheet, metallic coated by the hot -dip process and prepainted by the coil -coating process to comply with ASTM A 755/A 755M. 1. Zinc -Coated (Galvanized) Steel Sheet: ASTM A 653/A 653M, G90 (Z275) coating designation; structural quality. 2. Surface: Smooth, flat. 3. Exposed Coil -Coated Finish: a. Coastal Two -Coat Fluoropolymer: AAMA 2605. Fluoropolymer finish consisting of a 3.0 mil barrier coat, and a 0.8 mil 70 percent PVDF Fluoropolymer resin by KODIAK ISLAND BOROUGH SCHOOL DISTRICT SHEET METAL FLASHING AND TRIM PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 076200-3 weight in the color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. b. Color: Match existing color. 4. Concealed Finish: Pretreat with manufacturer's standard white or light-colored acrylic or polyester backer finish, consisting of prime coat and wash coat with a minimum total dry film thickness of 0.5 mil. 2.3 UNDERLAYMENT MATERIALS A. Felt: ASTM D 226/D 226M, Type II (No. 30), asphalt -saturated organic felt; nonperforated. B. Self -Adhering, High -Temperature Sheet (SASU): Minimum 40 mils thick, consisting of a slip - resistant polyethylene- or polypropylene -film top surface laminated to a layer of butyl- or SBS - modified asphalt adhesive, with release -paper backing; specifically designed to withstand high metal temperatures beneath metal roofing. Provide primer according to written recommendations of underlayment manufacturer. 1. Products: Subject to compliance with requirements, provide the following: a. Grace Construction Products; W.R. Grace & Co. -- Conn.; Grace Ice and Water Shield HT Ultra. 2.4 MISCELLANEOUS MATERIALS A. General: Provide materials and types of fasteners, solder, welding rods, protective coatings, separators, sealants, and other miscellaneous items as required for complete sheet metal flashing and trim installation and recommended by manufacturer of primary sheet metal or manufactured item unless otherwise indicated. B. Fasteners: Wood screws, annular threaded nails, self -tapping screws, self-locking rivets and bolts, and other suitable fasteners designed to withstand design loads and recommended by manufacturer of primary sheet metal or manufactured item. 1. General: Blind fasteners or self -drilling screws, gasketed, with hex -washer head. a. Exposed Fasteners: Heads matching color of sheet metal using plastic caps or factory -applied coating. b. Blind Fasteners: High-strength aluminum or stainless-steel rivets suitable for metal being fastened. 2. Fasteners for Zinc -Coated (Galvanized) Steel Sheet: Series 300 stainless steel. C. Flashing and Lap Tapes: 1. Basis of Design Product: EternaBond a Division of ADCO Global; 175 N Archer Ave, Mundelein, IL 60060, phone (800)-248-4010, web http://www.eternabond.com. KODIAK ISLAND BOROUGH SCHOOL DISTRICT SHEET METAL FLASHING AND TRIM PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 076200-4 2. EternaBond, self -adhering single- and double- sided adhesive flashing, lap, and transition tapes. a. WebSeal (WS): 30 mil by 2 inch wide. b. Roof Seal (RS): 35 mil by 8 inch wide. C. WindowSeal (WS): 20 mil by 4 inch wide. d. DoubleStick (DS): 60 mil by 1 inch and 2 inch wide. e. AlumiBond (AB): 20 mil by 4 inch and 9 inch, UV stable. D. Sealant Tape: Pressure -sensitive, 100 percent solids, gray polyisobutylene compound sealant tape with release -paper backing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape 1/2 inch wide and 1/8 inch thick. E. Elastomeric Sealant: ASTM C 920, elastomeric silicone polymer sealant; low modulus; of type, grade, class, and use classifications required to seal joints in sheet metal flashing and trim and remain watertight. F. Butyl Sealant: ASTM C 1311, single -component, solvent -release butyl rubber sealant; polyisobutylene plasticized; heavy bodied for hooked -type expansion joints with limited movement. G. Epoxy Seam Sealer: Two-part, noncorrosive, aluminum seam -cementing compound, recommended by aluminum manufacturer for exterior nonmoving joints, including riveted joints. 2.5 FABRICATION, GENERAL A. General: Custom fabricate sheet metal flashing and trim to comply with recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to design, dimensions, geometry, metal thickness, and other characteristics of item indicated. Fabricate items at the shop to greatest extent possible. 1. Fabricate sheet metal flashing and trim in thickness or weight needed to comply with performance requirements, but not less than that specified for each application and metal. 2. Obtain field measurements for accurate fit before shop fabrication. 3. Form sheet metal flashing and trim without excessive oil canning, buckling, and tool marks and true to line and levels indicated, with exposed edges folded back to form hems. 4. Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on faces exposed to view. B. Fabrication Tolerances: Fabricate sheet metal flashing and trim that is capable of installation to a tolerance of 1/4 inch in 20 feet on slope and location lines as indicated and within 1/8 - inch offset of adjoining faces and of alignment of matching profiles. C. Sealed Joints: Form nonexpansion but movable joints in metal to accommodate elastomeric sealant. KODIAK ISLAND BOROUGH SCHOOL DISTRICT SHEET METAL FLASHING AND TRIM PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 076200-5 D. Expansion Provisions: Where lapped expansion provisions cannot be used, form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with butyl sealant concealed within joints. E. Fabricate cleats and attachment devices from same material as accessory being anchored or from compatible, noncorrosive metal. F. Fabricate cleats and attachment devices of sizes as recommended by SMACNA's "Architectural Sheet Metal Manual" and by FMG Loss Prevention Data Sheet 1-49 for application, but not less than thickness of metal being secured. G. Seams: Fabricate nonmoving seams with flat -lock seams. Form seams and seal with elastomeric sealant unless otherwise recommended by sealant manufacturer for intended use. Rivet joints where necessary for strength. H. Do not use graphite pencils to mark metal surfaces. 2.6 ROOF DRAINAGE SHEET METAL FABRICATIONS A. Overflow Parapet Through Wall Scuppers: Fabricate scuppers of dimensions required with closure flange trim to exterior, 4 -inch- wide wall flanges to interior, and base extending beyond cant or tapered strip into field of roof per roofing manufacture details, and as indicated on drawings. 1. Profile: Match existing size of scupper rough opening. Flanges and drip edge as required to cover rough edges in existing finish materials. 2. Fabricate from the following materials: a. PVC Coat sheet metal were in contact with roofing assembly per roofing manufacture and Aluminum -Zinc Alloy -Coated Steel on other surfaces: 0.028 inch thick. 2.7 LOW -SLOPE ROOF SHEET METAL FABRICATIONS A. Copings: Fabricate in minimum 96 -inch- long, but not exceeding 10 -foot- long, sections. Fabricate joint plates of same thickness as copings. Furnish with continuous cleats to support edge of external leg and drill elongated holes for fasteners on] interior leg. Miter corners, seal, and solder or weld watertight. 1. Coping Profile: as indicated on drawings according to SMACNA's "Architectural Sheet Metal Manual. 2. Joint Style: Butt, with 12 -inch wide, concealed backup plate and 6 -inch- wide, exposed cover plates. 3. Fabricate from the following materials: a. Sheet steel, 24 gage. KODIAK ISLAND BOROUGH SCHOOL DISTRICT SHEET METAL FLASHING AND TRIM PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 076200-6 2.8 WALL SHEET METAL FABRICATIONS A. Wall & Wall Base: Fabricate in minimum 96 -inch- long, but not exceeding 10 -foot- long, sections. Fabricate joint plates of same thickness as copings. Furnish with continuous cleats to support edge of external leg and drill elongated holes for fasteners on] interior leg. Miter corners, seal, and solder or weld watertight. 1. Base and Counter Flashing Profile: Modified 4/8C as indicated on drawings, according to SMACNA's "Architectural Sheet Metal Manual. 2. Joint Style: Butt, with 6 -inch wide, concealed backup plate and 6 -inch- wide, exposed cover plates. 3. Fabricate from the following materials: a PART 3 - EXECUTION Sheet steel, 24 gage. 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, to verify actual locations, dimensions and other conditions affecting performance of the Work. 1. Verify compliance with requirements for installation tolerances of substrates. 2. Verify that substrate is sound, dry, smooth, clean, sloped for drainage, and securely anchored. B. For the record, prepare written report, endorsed by Installer, listing conditions detrimental to performance of the Work. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 UNDERLAYMENT INSTALLATION A. General: Install underlayment as indicated on Drawings. B. Felt Underlayment: Install felt underlayment with adhesive for temporary anchorage to minimize use of mechanical fasteners under sheet metal flashing and trim. Apply in shingle fashion to shed water, with lapped joints of not less than 2 inches. C. Self -Adhering Sheet Underlayment (SASU): Install self -adhering sheet underlayment, wrinkle free. Apply primer if required by underlayment manufacturer. Comply with temperature restrictions of underlayment manufacturer for installation; use primer rather than nails for installing underlayment at low temperatures. Apply in shingle fashion to shed water, with end laps of not less than 6 inches staggered 24 inches between courses. Overlap side edges not less than 3-1/2 inches. Roll laps with roller. Cover underlayment within 14 days. KODIAK ISLAND BOROUGH SCHOOL DISTRICT SHEET METAL FLASHING AND TRIM PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 076200-7 3.3 INSTALLATION, GENERAL A. General: Anchor sheet metal flashing and trim and other components of the Work securely in place, with provisions for thermal and structural movement. Use fasteners, solder, welding rods, protective coatings, separators, sealants, and other miscellaneous items as required to complete sheet metal flashing and trim system. 1. Install sheet metal flashing and trim true to line and levels indicated. Provide uniform, neat seams with minimum exposure of solder, welds, and sealant. 2. Install sheet metal flashing and trim to fit substrates and to result in watertight performance. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. 3. Space cleats not more than 12 inches apart. Anchor each cleat with two fasteners. Bend tabs over fasteners. 4. Install exposed sheet metal flashing and trim without excessive oil canning, buckling, and tool marks. 5. Install sealant tape where indicated. 6. Torch cutting of sheet metal flashing and trim is not permitted. 7. Do not use graphite pencils to mark metal surfaces. B. Metal Protection: Where dissimilar metals will contact each other or corrosive substrates, protect against galvanic action by painting contact surfaces with bituminous coating or by other permanent separation as recommended by SMACNA. 1. Underlayment: Where installing metal flashing directly on cementitious or wood substrates, install a course of felt underlayment or SASU. C. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space movement joints at a maximum of 10 feet with no joints allowed within 24 inches of corner or intersection. Where lapped expansion provisions cannot be used or would not be sufficiently watertight, form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with sealant concealed within joints. D. Fastener Sizes: Use fasteners of sizes that will penetrate wood sheathing not less than 1-1/4 inches for nails and not less than 3/4 inch (19 mm) for wood screws and metal decking not less than recommended by fastener manufacturer to achieve maximum pull-out resistance. E. Seal joints as shown and as required for watertight construction. 1. Where sealant -filled joints are used, embed hooked flanges of joint members not less than 1 inch into sealant. Form joints to completely conceal sealant. When ambient temperature at time of installation is moderate, between 40 and 70 deg F, set joint members for 50 percent movement each way. Adjust setting proportionately for installation at higher ambient temperatures. Do not install sealant -type joints at temperatures below 40 deg F. F. Rivets: Rivet joints in uncoated aluminum where indicated and where necessary for strength. KODIAK ISLAND BOROUGH SCHOOL DISTRICT SHEET METAL FLASHING AND TRIM PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 076200-8 3.4 ROOF DRAINAGE SYSTEM INSTALLATION A. General: Install sheet metal roof drainage items to produce complete roof drainage system according to SMACNA recommendations and as indicated. Coordinate installation of roof perimeter flashing with installation of roof drainage system. B. Overflow Parapet Scuppers: Continuously support scupper, set to correct elevation, and seal flanges to interior wall face, tapered edge strips, and under roofing membrane. 1. Anchor scupper closure trim flange to exterior wall and solder to scupper. 2. Extend 4" past face of wall as indicated on drawings. C. Expansion -Joint Covers: Install expansion -joint covers at locations and of configuration indicated. Lap joints a minimum of 4 inches in direction of water flow. 3.5 ROOF FLASHING INSTALLATION A. General: Install sheet metal flashing and trim to comply with performance requirements, sheet metal manufacturer's written installation instructions, and SMACNA's "Architectural Sheet Metal Manual." Provide concealed fasteners where possible, set units true to line, and level as indicated. Install work with laps, joints, and seams that will be permanently watertight and weather resistant. B. Copings: Anchor to resist uplift and outward forces according to recommendations in FMG Loss Prevention Data Sheet 1-49 for specified wind zone and as indicated. 1. Interlock exterior bottom edge of coping with continuous cleat anchored to substrate at 12 -inch centers. 2. Anchor interior leg of coping with screw fasteners and washers at 12 -inch centers. 3.6 WALL FLASHING INSTALLATION A. General: Install sheet metal wall flashing to intercept and exclude penetrating moisture according to SMACNA recommendations and as indicated. Coordinate installation of wall flashing with installation of wall -opening components such as windows, doors, and louvers. B. Opening Flashings in Frame Construction: Install continuous head, sill, jamb, and similar flashings to extend 4 inches beyond wall openings. C. Wall and Wall Base (Counterflashing): Coordinate installation of counterflashing with existing siding. Insert counterflashing in behind siding blocking fit tightly to existing wall. Extend counterflashing 3 inches behind wood siding. Install counterflashing joints per expansion provisions as spec previously. Secure in a waterproof manner by means of interlocking folded seam or blind rivets and sealant. KODIAK ISLAND BOROUGH SCHOOL DISTRICT SHEET METAL FLASHING AND TRIM PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 076200-9 3.7 ERECTION TOLERANCES A. Installation Tolerances: Shim and align sheet metal flashing and trim within installed tolerance of 1/4 inch in 20 feet on slope and location lines as indicated and within 1/8 -inch offset of adjoining faces and of alignment of matching profiles. B. Installation Tolerances: Shim and align sheet metal flashing and trim within installed tolerances specified in MCA's "Guide Specification for Residential Metal Roofing." 3.8 CLEANING AND PROTECTION A. Clean exposed metal surfaces of substances that interfere with uniform oxidation and weathering. B. Clean and neutralize flux materials. Clean off excess solder. C. Clean off excess sealants. D. Remove temporary protective coverings and strippable films as sheet metal flashing and trim are installed unless otherwise indicated in manufacturer's written installation instructions. On completion of installation, remove unused materials and clean finished surfaces. Maintain in a clean condition during construction. E. Replace sheet metal flashing and trim that have been damaged or that have deteriorated beyond successful repair by finish touchup or similar minor repair procedures. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT SHEET METAL FLASHING AND TRIM PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 076200-10 SECTION 07 7100 - ROOF SPECIALTIES PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Roof Curbs for equipment 2. Roof Drains and Drain Pipe 3. Roof Hatch 4. Roof Ladder B. Related Requirements: 1. Section 06 "Miscellaneous Rough Carpentry" 2. Section 07 "PVC Roofing" 3. Section 07 "Sheet Metal Flashing and Trim" 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. 1. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes. B. Shop Drawings: For roof specialties. 1. Include plans, elevations, expansion -joint locations, keyed details, and attachments to other work. Distinguish between plant- and field -assembled work. 2. Include details for expansion and contraction; locations of expansion joints, including direction of expansion and contraction. 3. Indicate profile and pattern of seams and layout of fasteners, cleats, clips, and other attachments. 4. Detail termination points and assemblies, including fixed points. S. Include details of special conditions. C. Samples: For each type of roof specialty and for each color and texture specified. D. Samples for Initial Selection: For each type of roof specialty indicated with factory -applied color finishes. KODIAK ISLAND BOROUGH SCHOOL DISTRICT ROOF SPECIALTIES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 077100-1 E. Samples for Verification: 1. Include Samples of each type of roof specialty to verify finish and color selection, in manufacturer's standard sizes. 1.4 INFORMATIONAL SUBMITTALS A. Qualification Data: For manufacturer. B. Product Certificates: For each type of roof specialty. C. Product Test Reports: For copings, for tests performed by a qualified testing agency. D. Sample Warranty: For manufacturer's special warranty. 1.5 CLOSEOUT SUBMITTALS A. Maintenance Data: For roofing specialties to include in maintenance manuals. 1.6 QUALITY ASSURANCE A. Manufacturer Qualifications: A qualified manufacturer offering products meeting requirements and tested to specified design pressure. 1.7 DELIVERY, STORAGE, AND HANDLING A. Do not store roof specialties in contact with other materials that might cause staining, denting, or other surface damage. Store roof specialties away from uncured concrete and masonry. B. Protect strippable protective covering on roof specialties from exposure to sunlight and high humidity, except to extent necessary for the period of roof -specialty installation. 1.8 FIELD CONDITIONS A. Field Measurements: Verify profiles and tolerances of roof -specialty substrates by field measurements before fabrication, and indicate measurements on Shop Drawings. B. Coordination: Coordinate roof specialties with flashing, trim, and construction of parapets, roof deck, roof and wall panels, and other adjoining work to provide a leakproof, secure, and noncorrosive installation. KODIAK ISLAND BOROUGH SCHOOL DISTRICT ROOF SPECIALTIES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 077100-2 1.9 WARRANTY A. Special Warranty on Painted Finishes: Manufacturer agrees to repair finish or replace roof specialties that show evidence of deterioration of factory -applied finishes within specified warranty period. 1. Fluoropolymer Finish: Deterioration includes, but is not limited to, the following: a. Color fading more than 5 Hunter units when tested according to ASTM D 2244. b. Chalking in excess of a No. 8 rating when tested according to ASTM D 4214. C. Cracking, checking, peeling, or failure of paint to adhere to bare metal. 2. Finish Warranty Period: 20 years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. General Performance: Roof specialties shall withstand exposure to weather and resist thermally induced movement without failure, rattling, leaking, or fastener disengagement due to defective manufacture, fabrication, installation, or other defects in construction. B. SPRI Wind Design Standard: Manufacture and install copings tested according to SPRI ES -1 and capable of resisting the following design pressures: 1. Design Pressure: As indicated. C. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes to prevent buckling, opening of joints, hole elongation, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Provide clips that resist rotation and avoid shear stress as a result of thermal movements. Base calculations on surface temperatures of materials due to both solar heat gain and nighttime -sky heat loss. 1. Temperature Change (Range): 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces. 2.2 ROOF CURBS A. Roof Curbs: Internally reinforced roof -curb units with integral spring -type vibration isolators and capable of supporting superimposed live and dead loads, including equipment loads and other construction indicated on Drawings; with welded or mechanically fastened and sealed corner joints, stepped integral metal cant raised the thickness of roof insulation, and integrally formed deck -mounting flange at perimeter bottom. 1. Subject to compliance with requirements, provide Trane Curb for 5 ton Trane air conditioner (air conditioner by others, assumed Trane model THC060F). Verify with owner prior to proceeding with shop drawings) KODIAK ISLAND BOROUGH SCHOOL DISTRICT ROOF SPECIALTIES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 077100-3 B. Size: Coordinate dimensions with roughing -in information or Shop Drawings of equipment to be supported. C. Material: Galvanized steel sheet 1. Finish: Factory D. Construction: 1. Insulation: Factory insulated with 1 -1/2 -inch- (38 -mm-) thick glass -fiber board insulation. 2. Liner: Same material as curb, of manufacturer's standard thickness and finish. 3. Factory -installed wood nailer at top of curb, continuous around curb perimeter. 4. On ribbed or fluted metal roofs, form deck -mounting flange at perimeter bottom to conform to roof profile. 5. Fabricate curbs to minimum height of 14 inch unless otherwise indicated. 6. Top Surface: Level around perimeter with roof slope accommodated by sloping the deck -mounting flange. 2.3 UNDERLAYMENT MATERIALS A. Felt: ASTM D 226/D 226M, Type II (No. 30), asphalt -saturated organic felt, nonperforated. 2.4 ROOF HATCH - COMBINATION ROOF HATCH AND SAFETY RAIL SYSTEM A. Basis -of -Design Manufacturers: JL Industries — a division of Activar Construction Products Group, Inc. 9702 Newton Av South, Bloomington, MN 55431 B. Basis -of -Design: RHG-STH: Self -attaching galvanneal steel roof hatch with integral safety rail system. C. Galvanneal steel, insulated roof hatch cover and roof curb 1. Performance Criteria: Tested and approved to support a minimum live load of 40 lbs./ft2 (18 kg/0.09 mz), with a maximum deflection of 1/150th of the span, maximum load of 50 lbs./ftz (22 kg/0.09 mz) wind uplift 2. Cover: Insulated, 14 -gauge (1.99 mm) galvannealed steel exterior, welded cover with 22 -gauge liner. Door opens 75 degrees. Cover has continuous weatherproof EPDM sponge rubber adhesive backed gasket. 3. Cover Insulation: 1" polyisocyan u rate with thermal resistance R-6. 4. Curb: Insulated, 14 -gauge (1.99 mm) galvannealed steel single wall curb and counterflashing with DiamondGrip'" feature. 12 inches (305 mm) high, 3-1/2" (88.9 mm) wide flange for securing to roof. 5. Hardware: Heavy-duty zinc -coated hinge and pin. Heavy- gauge automatic hold open arm with red vinyl grip, compression operated, shock absorbing cylinder. Fastening hardware, exterior handle and inside locking handle with interior and exterior padlock hasp are zinc -coated. KODIAK ISLAND BOROUGH SCHOOL DISTRICT ROOF SPECIALTIES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 077100-4 6. Hatch Finish: Grey hammertone powder coat. D. Integral Safety Railing: Rooftop safety railing bolts onto a permanently -attached bracket that is welded to the corners of the curb. 1. Certification: Meets OSHA required compliance for safe egress and ingress through rooftop hatch openings while hatch is in use; complies with OSHA CFR 29-1910.28 and CFR 29-1910.29. 2. Rail: ASTM A53, Grade B, seamed galvanized steel rail, 1-5/8 inch outer dimension., with post caps. 3. Chain Guard: Zinc -plated 3/16 -inch (4.76 mm) chain with quick links and hoops. 4. Finish: Safety yellow powder coat. E. Hatch Opening Size and Weight: 1. 36" x 36" (field verify to match existing). 2.5 ROOF LADDER A. Basis -of -Design Manufacturers: ALACO Ladder Co., 5167 G Street, Chino, CA 91710-5143 B. Basis -of -Design: Model 561 fixed wall ladders with handrails over roof C. Construction: fabricated from 6061-T6 aluminum alloy. Side rails with 1-1/8" (29 mm) round rungs that are serrated and secured with cast aluminum connectors, 4 solid rivets and 3/8" (9.5 mm) thick brackets mounted to the walls. No painting required. D. Size: As req'd for access in location of removed ladder. Top rung level with Gym parapet. Parapet railing 42" above top rung. 2.6 MISCELLANEOUS MATERIALS A. Fasteners: Manufacturer's recommended fasteners, suitable for application and designed to meet performance requirements. Furnish the following unless otherwise indicated: 1. Fasteners for Zinc -Coated (Galvanized) Steel Sheet: Series 300 stainless steel or hot -dip zinc -coated steel according to ASTM A 153/A 153M or ASTM F 2329. B. Elastomeric Sealant: ASTM C 920, elastomeric silicone polymer sealant of type, grade, class, and use classifications required by roofing -specialty manufacturer for each application. C. Butyl Sealant: ASTM C 1311, single -component, solvent -release butyl rubber sealant; polyisobutylene plasticized; heavy bodied for hooked -type joints with limited movement. D. Bituminous Coating: Cold -applied asphalt emulsion complying with ASTM D 1187/1) 1187M. KODIAK ISLAND BOROUGH SCHOOL DISTRICT ROOF SPECIALTIES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 077100-5 2.7 FINISHES A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Protect mechanical and painted finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. C. Appearance of Finished Work: Noticeable variations in same piece are unacceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. D. Coil -Coated Galvanized -Steel Sheet Finishes: 1. High -Performance Organic Finish: Prepare, pretreat, and apply coating to exposed metal surfaces to comply with ASTM A 755/A 755M and coating and resin manufacturers' written instructions. a. Three -Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in both color coat and clear topcoat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. b. Concealed Surface Finish: Apply pretreatment and manufacturer's standard acrylic or polyester backer finish consisting of prime coat and wash coat with a minimum total dry film thickness of 0.5 mil (0.013 mm). 2.8 ROOF DRAINS— NEW INSTALLATION A. Manufacturers: Josam series 21500 -AE, sump with adjustable extension, or approved equal. B. Description: Coated, cast-iron, with large sump and flange, non puncturing clamp ring with integral gravel stop, bolted support ring, adjustable top with wide roof flange and large sump with anchor flange and bottom outlet. Removable perforated dome. Size to match existing connecting roof drain piping. Include coated formed steel drain receiver to distrib- ute drain load over broad area of deck. Provide transition pipe and clamps to transition roof drain to existing drain pipe. C. Installation: Place roof drain sump supported from deck with deck clamp below and formed metal drain receiver above. Align drain level with vapor barrier. Seal vapor barrier to roof drain sump. Install adjustable threaded collar to extend drain through insulation. Connect Clamp ring to collar extension so that roofing membrane flashes to the drain under the compression ring. Seal and clamp as required by membrane manufacturer. Insulate bowl and piping to 4 feet downstream with R-11 fiberglass batt insulation. Infill voids with spray foam insulation. 2.9 ROOF DRAINS— RETROFIT A. Manufacturers: Zurn series RD2150 Replacement Roof Drain, or approved KODIAK ISLAND BOROUGH SCHOOL DISTRICT ROOF SPECIALTIES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 077100-6 B. Description: The RD2150 is furnished with #16 gage Type 304 stainless steel body and neo- prene gasket, complete with DuraCoated cast iron clamp collar and dome with stainless steel hardware. C. Installation: The RD2150 is installed inside of an existing drain. The drain is used where re- roofing is done over existing roofing, as well as total roof replacement renovation applica- tions. The original roof drain need not be disturbed and the new drain is installed by inser- tion into the leader pipe. The neoprene gasket with one-way gripping ribs holds the drain in place. Once installed, the drain is held securely in place and sealed to the pipe, preventing possible leakage. Installation shows new insulation and membrane applied to roof 2.10 ROOF DRAIN PIPING D. PVC Pipe: ASTM D2665 or ASTM D303, Schedule 40. 1. Fittings: PVC. 2. Joints: ASTM D2855, solvent weld with ASTM D2564 solvent cement. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, to verify actual locations, dimensions, and other conditions affecting performance of the Work. B. Examine walls, roof edges, and parapets for suitable conditions for roof specialties. C. Verify that substrate is sound, dry, smooth, clean, sloped for drainage where applicable, and securely anchored. D. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 UNDERLAYMENT INSTALLATION A. Felt Underlayment: Install with adhesive for temporary anchorage to minimize use of mechanical fasteners under roof specialties. Apply in shingle fashion to shed water, with lapped joints of not less than 2 inches (50 mm). 3.3 INSTALLATION, GENERAL A. General: Install roof specialties according to manufacturer's written instructions. Anchor roof specialties securely in place, with provisions for thermal and structural movement. Use fasteners, solder, protective coatings, separators, underlayments, sealants, and other miscellaneous items as required to complete roof -specialty systems. KODIAK ISLAND BOROUGH SCHOOL DISTRICT ROOF SPECIALTIES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 077100-7 1. Install roof specialties level, plumb, true to line and elevation; with limited oil -canning and without warping, jogs in alignment, buckling, or tool marks. 2. Provide uniform, neat seams with minimum exposure of solder and sealant. 3. Install roof specialties to fit substrates and to result in weathertight performance. Verify shapes and dimensions of surfaces to be covered before manufacture. 4. Torch cutting of roof specialties is not permitted. 5. Do not use graphite pencils to mark metal surfaces. B. Metal Protection: Protect metals against galvanic action by separating dissimilar metals from contact with each other or with corrosive substrates by painting contact surfaces with bituminous coating or by other permanent separation as recommended by manufacturer. 1. Coat concealed side of uncoated aluminum and stainless-steel roof specialties with bituminous coating where in contact with wood, or ferrous metal. 2. Bed flanges in thick coat of asphalt roofing cement where required by manufacturers of roof specialties for waterproof performance. C. Expansion Provisions: Allow for thermal expansion of exposed roof specialties. 1. Space movement joints at a maximum of 12 feet (3.6 m) with no joints within 18 inches (450 mm) of corners or intersections unless otherwise indicated on Drawings. 2. When ambient temperature at time of installation is between 40 and 70 deg F (4 and 21 deg C), set joint members for 50 percent movement each way. Adjust setting proportionately for installation at higher ambient temperatures. D. Fastener Sizes: Use fasteners of sizes that penetrate wood blocking or sheathing not less than 1-1/4 inches (32 mm) for nails and not less than 3/4 inch (19 mm) for wood screws. E. Seal concealed joints with butyl sealant as required by roofing -specialty manufacturer. F. Seal joints as required for weathertight construction. Place sealant to be completely concealed in joint. Do not install sealants at temperatures below 40 deg F (4 deg C). E. Piping Tests: All piping tested hydrostatically by filling piping to highest point for a minimum of one hour. Leaks developed during tests shall be corrected without caulking in threaded piping or additives and test restarted until a perfectly tight system is obtained. Enclosed piping tested before concealing. Tests performed in presence of Architect. 3.4 ROOF DRAIN AND PIPING INSTALLATION A. Pipe Tests: All piping tested hydrostatically by filling piping to highest point for a minimum of 8 hours. Leaks developed during tests shall be corrected without caulking in threaded piping or additives and test restarted until a perfectly tight system is obtained. Enclosed piping tested before concealing. anchor plates, and other anchoring and attachment accessories and devices with concealed fasteners. B. Install piping with bell end upstream. Slope minimum of 1/4" per foot. Provide clean out at each drain. KODIAK ISLAND BOROUGH SCHOOL DISTRICT ROOF SPECIALTIES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 077100-8 3.5 ROOF HATCH INSTALLATION A. General: Comply with manufacturer's written instructions for installing roof hatches and accessories, if any 1. Install roof hatches level, plumb, true to line and elevation, and without warping, jogs in alignment, buckling, or tool marks 2. Anchor roof hatches securely in place so they are capable of resisting indicated loads 3. Use fasteners, separators, sealants, and other miscellaneous items as required to complete installation of roof hatches and fit them to substrates 4. Install roof hatches to resist exposure to weather without failing, rattling, leaking, or loosening of fasteners and seals. B. Metal Protection: Protect metals against galvanic action by separating dissimilar metals from contact with each other or with corrosive substrates by painting contact surfaces with bituminous coating or by other permanent separation as recommended by manufacturer. 1. Coat concealed side of uncoated aluminum components with bituminous coating where in contact with wood, ferrous metal, or cementitious construction. 2. Underlayment: Where installing roof hatches directly on cementitious or wood substrates, install a course of felt underlayment and cover with a slip sheet, or install a course of polyethylene sheet. C. Installation: Install roof hatch so top surface of hatch curb is level. 1. Attach safety railing system to roof hatch curb. 2. Attach ladder -assist post according to manufacturer's written instructions D. Surface Repairs 1. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair galvanizing according to ASTM A 780. 2. Powder Coat Painted Surfaces: Touch up factory -painted surfaces with compatible paint. E. Adjusting and Cleaning 1. Verify that roof hatches operate properly. 2. Clean, lubricate, and adjust operating mechanism and hardware. 3. Clean exposed surfaces according to manufacturer's written instructions. 4. Replace roof hatches that have been damaged or that cannot be successfully repaired by finish touchup or similar minor repair procedures. 3.6 CLEANING AND PROTECTION A. Clean exposed metal surfaces of substances that interfere with uniform oxidation and weathering. KODIAK ISLAND BOROUGH SCHOOL DISTRICT ROOF SPECIALTIES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 077100-9 B. Clean and neutralize flux materials. Clean off excess solder and sealants. C. Remove temporary protective coverings and strippable films as roof specialties are installed. On completion of installation, clean finished surfaces, including removing unused fasteners, metal filings, pop rivet stems, and pieces of flashing. Maintain roof specialties in a clean condition during construction. D. Replace roof specialties that have been damaged or that cannot be successfully repaired by finish touchup or similar minor repair procedures. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT ROOF SPECIALTIES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 077100-10 SECTION 07 9500 — EXPANSION CONTROL PART 1 -GENERAL 1.1 Related Documents A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Architectural joint systems for building exteriors. 1.3 Definitions A. Maximum Joint Width: Widest linear gap a joint system tolerates and in which it performs its designed function without damaging its functional capabilities. B. Minimum Joint Width: Narrowest linear gap a joint system tolerates and in which it performs its designed function without damaging its functional capabilities. C. Movement Capability: Value obtained from the difference between widest and narrowest widths of a joint. D. Nominal Joint Width: The width of the linear opening specified in practice and in which the joint system is installed. 1.4 Submittals A. Shop Drawings: Provide the following for each joint system specified and obtain approval prior to fabrication and shipment of materials to the job site: 1. Placement Drawings: Include line diagrams showing plans, elevations, sections, details, splices, blockout requirement, entire route of each joint system, and attachments to other work. Where joint systems change planes, provide isometric or clearly detailed drawing depicting how components interconnect. B. Product Data: Submit copies of manufacturer's latest published literature for materials specified herein for approval, and obtain approval before materials are fabricated and delivered to the site. Data to clearly indicate movement capability of cover assemblies and suitability of material used in exterior seal for UV exposure. C. Samples for Initial Selection: For each type of joint system indicated. KODIAK ISLAND BOROUGH SCHOOL DISTRICT EXPANSION CONTROL PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 079500-1 1. Include manufacturer's color charts showing the standard range of colors and finishes available for each exposed metal and elastomeric seal material. D. Certificates — Material test reports from qualified independent testing laboratory indicating and interpreting test results relative to compliance of fire -rated expansion joint assemblies with requirements indicated. 1.5 Quality Assurance A. Installer Qualifications: Approved by manufacturer. B. Source Limitations: Obtain all architectural joint systems through one source from a single manufacturer. C. Product Options: Drawings indicate size, profiles, and dimensional requirements of architectural joint systems and are based on the specific systems indicated. Refer to Division 01 Section "Product Requirements." 1. Do not modify intended aesthetic effects, as judged solely by Architect, except with Architect's approval. If modifications are proposed, submit comprehensive explanatory data to Architect for review. D. Loading Characteristics: Standard loading refers to covers that are capable of withstanding up to 500 Ib. point loads. Heavy duty refers to covers that are capable of withstanding up to 2000 Ib. point loads. E. Fire -Test -Response Characteristics: Where indicated, provide architectural joint system and fire - barrier assemblies identical to those of assemblies tested for fire resistance per UL 2079 and/or ASTM E 1966 by a testing and inspecting agency acceptable to authorities having jurisdiction. Fire rating not less than the rating of adjacent construction. F. Manufacturer to provide 5 year warranty for all joint covers. 1.6 Coordination A. Coordinate installation of exterior wall joint systems with roof expansion assemblies to ensure that wall transitions are watertight. PART 2 - PRODUCTS 2.1 Materials A. Aluminum: ASTM B 221, Alloy 6005A -T61, 6063-T5, 6061-T5, 6105-T5 for extrusions; ASTM B 209, Alloy 6061-T6, 3003-1-114, 5005-H34 for sheet and plate. KODIAK ISLAND BOROUGH SCHOOL DISTRICT EXPANSION CONTROL PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 079500-2 1. Apply manufacturer's standard protective coating on aluminum surfaces to be placed in contact with cementitious materials. 2. Mill Finish: AA -M10 (Mechanical Finish: as fabricated, unspecified). 3. Class II, Clear Anodic Finish: AA-M12C22A31 (Mechanical Finish: nonspecular as fabricated; Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class II, clear coating 0.010 mm or thicker) complying with AAMA 611. 4. Class II, Color Anodic Finish: AA-M12C22A32/A34 (Mechanical Finish: nonspecular as fabricated; Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class II, integrally colored or electrolytically deposited color coating 0.010 mm or thicker) complying with AAMA 611. 5. High -Performance Organic Finish (Two -Coat Fluoropolymer): AA-C12C40R1x (Chemical Finish: cleaned with inhibited chemicals; Chemical Finish: conversion coating; Organic Coating: manufacturer's standard two -coat, thermocured system consisting of specially formulated inhibitive primer and fluoropolymer color topcoat containing not less than 70 percent polyvinylidene fluoride resin by weight). Prepare, pretreat, and apply coating to exposed metal surfaces to comply with AAMA 2604 and with coating and resin manufacturers' written instructions. B. Stainless Steel: ASTM A 666, Type 304 for plates, sheet, and strips. 1. Finish: No.4, directional satin. a. Grind and polish surfaces to produce uniform, directionally textured, polished finish indicated, free of cross scratches. Run grain with long dimension of each piece. b. When polishing is completed, passivate and rinse surfaces. Remove embedded foreign matter and leave surfaces chemically clean. C. Brass: ASTM B 36/B 36M, UNS Alloy C26000 for half hard sheet and coil. D. Bronze: ASTM B 455, Alloy C38500 for extrusions; Alloy C28000 Muntz Metal for plates. E. Elastomeric Seals: Preformed elastomeric membranes or extrusions to be installed in metal frames. F. Compression Seals: ASTM D2000; preformed rectangular elastomeric extrusions having internal baffle system and designed to function under compression. G. Fire Barriers: Any material or material combination, when fire tested after cycling, designated to resist the passage of flame and hot gases through a movement joint and to meet performance criteria for required rating period. H. Moisture Barrier: 7 -ply laminate reinforced Polyethylene. Accessories: Manufacturer's standard anchors, clips, fasteners, set screws, spacers, and other accessories compatible with material in contact, as indicated or required for complete installations. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT EXPANSION CONTROL 079500-3 2.2 Architectural Joint Systems, General A. General: Provide architectural joint systems of design, basic profile, materials, and operation indicated. Provide units with capability to accommodate variations in adjacent surfaces. B. Design architectural joint systems for the following size and movement characteristics: 1. Nominal Joint Width: Match existing. 2. Lateral Shear Movement Capability: Match existing 2.3 Architectural Joint Systems for Building Exteriors A. Basis -of -Design Manufacturer: Construction Specialties, Inc., P.O. Box 380 Muncy, PA. Other manufacturers may be accepted as substitutions if the manufacturer can demonstrate product compliance with the requirements of the contract documents. B. Architectural Joint Systems for Exterior Roofs: 1. Basis -of -Design Product: Construction Specialties, Inc. model SRJ 2. Type: Vertical cover -plate — self centering. a. Exposed Metal: Aluminum. 1) Finish: Mill. 2) Kynar® paint color options b. Duroflex gasket: Durometer— 80 Shore A, ASTM D2000. 3. Turnbar a. Material — C107S Blue Temper Spring Steel b. Hardness — RC 44-47 C. Finish — "A" Coating (corrosion protection) 4. Cover plate thickness shall be determined by the performance requirements of the roof, but shall be no less than .090" thick. 5. Vapor Barrier: 7 -ply laminate reinforced Polyethylene. 6. Factory Fabricated Transitions: all end caps, transitions and miters to be factory fabricated to ensure weather integrity. Field fabrication is not acceptable. 2.4 Finishes A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. C. Appearance of Finished Work: Noticeable variations in same piece are not acceptable. KODIAK ISLAND BOROUGH SCHOOL DISTRICT EXPANSION CONTROL PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 079500-4 PART 3 - EXECUTION 3.1 Examination A. Examine surfaces and blockouts where architectural joint systems will be installed for installation tolerances and other conditions affecting performance of work. 1. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 Preparation A. Prepare substrates according to architectural joint system manufacturer's written instructions. B. Repair concrete slabs and blockouts using manufacturer's recommended repair grout of compressive strength adequate for anticipated structural loadings. C. Coordinate and furnish anchorages, setting drawings, and instructions for installing joint systems. Provide fasteners of metal, type, and size to suit type of construction indicated and to provide for secure attachment of joint systems. D. Cast -In Frames: Coordinate and furnish frames to be cast into concrete. 3.3 Installation A. Comply with manufacturer's written instructions for storing, handling, and installing architectural joint assemblies and materials unless more stringent requirements are indicated. B. Metal Frames: Perform cutting, drilling, and fitting required to install joint systems. 1. Install in true alignment and proper relationship to joints and adjoining finished surfaces measured from established lines and levels. 2. Adjust for differences between actual structural gap and nominal design gap due to ambient temperature at time of installation. Notify Architect where discrepancies occur that will affect proper joint installation and performance. 3. Cut and fit ends to accommodate thermal expansion and contraction of metal without buckling of frames. 4. Locate in continuous contact with adjacent surfaces. S. Standard -Duty Systems: Shim to level where required. Support underside of frames continuously to prevent vertical deflection when in service. 6. Heavy -Duty Systems: Repair or grout blockout as required for continuous frame support and to bring frame to proper level. Shimming is not allowed. 7. Locate anchors at interval recommended by manufacturer, but not less than 3 inches from each end and not more than 24 inches o.c. C. Seals in Metal Frames: Install elastomeric seals and membranes in frames to comply with manufacturer's written instructions. Install with minimum number of end joints. KODIAK ISLAND BOROUGH SCHOOL DISTRICT EXPANSION CONTROL PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 079500-5 1. Provide in continuous lengths for straight sections. 2. Seal transitions according to manufacturer's written instructions. Vulcanize or heat -weld field -spliced joints as recommended by manufacturer. 3. Installation: Mechanically lock seals into frames or adhere to frames with adhesive or pressure -sensitive tape as recommended by manufacturer. D. Compression Seals: Apply adhesive or lubricant adhesive as recommended by manufacturer before installing compression seals. E. Terminate exposed ends of joint assemblies with field- or factory -fabricated termination devices. F. Fire -Resistance -Rated Assemblies: Coordinate installation of architectural joint assembly materials and associated work so complete assemblies comply with assembly performance requirements. 1. Fire Barriers: Install fire barriers to provide continuous, uninterrupted fire resistance throughout length of joint, including transitions and field splices. G. Water Barrier: Provide water barrier at exterior joints and where called for on Drawings. Provide drainage fittings where indicated. 3.4 Protection A. Do not remove protective covering until finish work in adjacent areas is complete. When protective covering is removed, clean exposed metal surfaces to comply with manufacturer's written instructions. B. Protect the installation from damage by work of other Sections. Where necessary due to heavy construction traffic, remove and properly store cover plates or seals and install temporary protection over joints. Reinstall cover plates or seals prior to Substantial Completion of the Work. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT EXPANSION CONTROL 079500-6 SECTION 22 0500 - COMMON WORK RESULTS FOR PLUMBING PART 1 - GENERAL 1.1 SCOPE A. All provisions of the Contract including the General and Supplementary Conditions and the General Requirements apply to this work. 1.2 WORK INCLUDED A. The work to be included in these and all other plumbing subsections shall consist of providing, installing, adjusting and setting into proper operation complete and workable systems for all items shown on the drawings, described in the specifications or reasonably implied. This shall include the planning and supervision to coordinate the work with other crafts and to maintain a proper time schedule for delivery of materials and installation of the work. B. Division 01 of the specifications is to be specifically included as well as all related drawings. 1.3 RELATED WORK A. Related Work Specified Elsewhere: 1. Heating, Ventilating and Air Conditioning (HVAC) Specifications: Division 23. B. Unless otherwise indicated on the electrical drawings or the electrical schedules, provide all plumbing equipment motors, motor starters, thermal overload switches, control relays, time clocks, thermostats, motor operated valves, float controls, damper motors, electric switches, electrical components, wiring and any other miscellaneous Division 22 controls. Disconnect switches are included in the electrical work, unless specifically called out on mechanical plans. C. Carefully coordinate all work with the electrical work shown and specified elsewhere. 1.4 REFERENCED CODES - LATEST ADOPTED EDITION A. NFPA 13 Installation of Sprinkler Systems. B. NFPA 70 National Electrical Code (NEC). C. IMC International Mechanical Code. D. UPC Uniform Plumbing Code. E. IECC International Energy Conservation Code. KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR PLUMBING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 220500-1 F. IFC International Fire Code. G. IFGC International Fuel Gas Code. H. IBC International Building Code. 1.5 PROJECT RECORD DRAWINGS A. In addition to other requirements of Division 01, mark up a clean set of drawings as the work progresses to show the dimensioned location and routing of all mechanical work which will become permanently concealed. Show routing of work in concealed blind spaces within the building. Show exact dimensions of buried piping off of columns or exterior walls. B. Maintain record documents at job site in a clean, dry and legible condition. Keep record documents available for inspection by the Project Manager. C. Show the location of all valves and their appropriate tag identification. D. At completion of project, deliver these drawings to the Architect and obtain a written receipt. 1.6 SUBMITTALS A. See General Conditions and the General Requirements in Division 01 regarding submittals. B. Submit by specification section complete and all at one time; partial submittals will not be considered. Submittals shall be provided in electronic PDF Format. The data in the electronic file shall be arranged and indexed under basic categories in order of the Specification Sections. An index shall be included with bookmarks and identifying tabs between sections and references to sections of specifications. C. Catalog sheets shall be complete and the item or model to be used shall be clearly marked, and identified as to which item in the specifications or on the drawings is being submitted and with drawing fixture number where applicable. D. Only submit on items specifically required by each specification section. If a submittal has not been requested, it will not be reviewed. E. Submit product data for: 1. Hangers and Supports for Plumbing Piping and Equipment. 2. Identification for Plumbing Piping and Equipment. 1.7 OPERATING AND MAINTENANCE MANUALS A. Submit maintenance manuals to the Engineer covering all equipment, fixtures, devices, etc. installed by the Contractor. KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR PLUMBING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 220500-2 B. The operation and maintenance manuals shall be submitted by specification section complete and all at one time; partial operations and maintenance manual submittals will not be considered. The Operation and maintenance manuals shall be provided in electronic PDF Format. The data in the electronic file shall be arranged and indexed under basic categories. An index shall be included with bookmarks and identifying tabs between sections and references to sections of specifications. The manual shall contain, but not limited to, the following types of information: 1. Cover sheet with name, address, telephone number of Contractor, General Contractor and major equipment suppliers. 2. Catalog cuts of all equipment, fixtures, etc. installed (Marked to identify the specific items used). 3. Manufacturer's maintenance and overhaul instruction booklets including exploded views. 4. Identification numbers of all parts and nearest sources for obtaining parts and services. 5. A copy of valve schedule and reduced scale drawings showing valve locations. 6. Written summary of instructions to Owner. 7. All manufacturers' warranties and guarantees. 8. Contractors Warranty Letter. C. A periodic maintenance form that includes all of the equipment shall be provided with the maintenance manual. The form shall list each piece of equipment and how often maintenance is required (daily, weekly, monthly, annually). Opposite each task shall be squares for check -off for a full year (initials) to verify that the tasks are being done. 1.8 HANDLING A. See General Conditions and the General Requirements in Division 01 regarding material handling. B. Deliver packaged materials tojob site in unbroken packages with manufacturer's label, and store to facilitate inspection and installation sequence. All items must be labeled and identified as to make, size and quality. 1.9 SUBSTITUTIONS A. See General Conditions and the General Requirements in Division 01 for substitution request procedures. B. In accordance with the General Conditions and the General Requirements in Division 01, Substitution and Product Options, all substitute items must fit in the available space, and be of equal or better -quality including efficiency performance, size, and weight, and must be compatible with existing equipment. The Architect/Engineer shall be the final authority regarding acceptability of substitutes. KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR PLUMBING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 220500-3 1.10 DIMENSIONS A. Before ordering any material or doing any work, the Contractor shall verify all dimensions, including elevations, and shall be responsible for the correctness of the same. No extra charge or compensation will be allowed on account of differences between actual dimensions and measurements indicated on the drawings. B. Any differences, which may be found, shall be submitted to the Architect/Engineer for consideration before proceeding with the work. 1.11 MANUFACTURER'S DIRECTIONS A. All manufactured articles shall be applied, installed and handled as recommended by the manufacturer, unless specifically called out otherwise. Advise the Architect/Engineer of any such conflicts before installation. 1.12 TESTING A. The Contractor under each section shall at his own expenses perform the various tests as specified and required by the Architect and as required by applicable code, the State and local authorities. The Contractor shall furnish all fuel and materials necessary for making tests. 1.13 TERMINOLOGY A. Whenever the words "furnish", "provide", "furnish and install", "provide and install", and/or similar phrases occur, it is the intent that the materials and equipment described be furnished, installed and connected under this Division of the Specifications, complete for operation unless specifically noted to the contrary. B. Where a material is described in detail, listed by catalogue number or otherwise called for, it shall be the Contractor's responsibility to furnish and install the material. C. The use of the word "shall" conveys a mandatory condition to the contract. D. "This section" refers to the section in which the statement occurs. E. "The project" includes all work in progress during the construction period. F. In describing the various items of equipment, in general, each item will be described singularly, even though there may be a multiplicity of identical or similar items. 1.14 SCHEDULE OF WORK A. The work under the various sections must be expedited and close coordination will be required in executing the work. The various trades shall perform their portion of the work at such times as directed so as to meeting scheduled completion dates, and to avoid delaying any other trade. KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR PLUMBING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 220500-4 The Architect will set up completion dates. Each contractor shall cooperate in establishing these times and locations and shall process his work so as to ensure the proper execution of it. 1.15 COOPERATION AND CLEANING UP A. The contractor for the work under each section of the specifications shall coordinate his work with the work described in all other sections of the specifications to the end that, as a whole, the job shall be a finished one of its kind, and shall carry on his work in such a manner that none of the work under any section of these specifications shall be handicapped, hindered or delayed at any time. At all times during the progress of the work, the Contractor shall keep the premises clean and free of unnecessary materials and debris. The Contractor shall, on direction at any time from the Architect, clear any designated areas or area of materials and debris. On completion of any portion of the work, the Contractor shall remove from the premises all tools and machinery and all debris occasioned by the work, leaving the premises free of all obstructions and hindrances. 1.16 WARRANTY A. Unless a longer warranty is hereinafter called for, all work, materials and equipment items shall be warrantied for a period of one year after acceptance by the Owner. All defects in labor and materials occurring during this period, as determined by the Architect/Engineer, shall be repaired and/or replaced to the complete satisfaction of the Architect/Engineer. Guarantee shall be in accordance with Division 01. 1.17 COMPLETION REQUIREMENTS A. In accordance with the General Conditions and the General Requirements in Division 01, Project Closeout; before acceptance and final payment, the Contractor shall furnish: 1. Accurate project record drawings, shown in red ink on prints, showing all changes from the original plans made during installation of the work. 2. Contractors One Year Warranty. 3. All Manufacturers' Guarantees. 4. Test and Balance Reports. 5. Operation and Maintenance Manuals. 1.18 INSPECTION OF SITE - REMODEL PROJECTS A. The accompanying plans do not indicate completely the existing plumbing and mechanical installations. The bidders for the work under these sections of the specifications shall inspect the existing installations and thoroughly acquaint themselves with conditions to be met and the work to be accomplished in removing and modifying the existing work, and in installing the new work in the present building and underground serving to and from that structure. Failure to comply with this shall not constitute grounds for any additional payments in connection with removing or modifying any part of the existing installations and/or installing any new work. KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR PLUMBING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 220500-5 1.19 RELOCATION OF EXISTING INSTALLATIONS A. There are portions of the existing plumbing, mechanical and electrical systems, which shall remain in use to serve the finished building in conjunction with the indicated new installations. By actual examination at the site, each bidder shall determine those portions of the remaining present installations, which must be relocated to avoid interference with the installations of new work of his particular trade and that of all other trades. All such existing installations, which interfere with new installations, shall be relocated by the Contractor. 1.20 SALVAGE MATERIALS A. The Contractor shall remove existing fixtures, equipment and other items associated with the plumbing systems where no longer required for the project. Where such items are exposed to view or uncovered by any cutting or removal of general construction and has no continuing function (as determined by the Architect/Engineer), they shall be removed. B. All items or materials removed from the project shall be made available for the Owner's inspection. The Owner retains the option to claim any item or material. Contractor shall deliver any claimed item or material in good condition to the place designated by the Owner. All items not claimed become the property of the contractor and shall be removed from the site. PART 2 - PRODUCTS 2.1 MATERIALS A. All equipment shall be regularly cataloged items of the manufacturer and shall be supplied as a complete unit in accordance with the manufacturer's standard specifications along with any optional items required for proper installation unless otherwise noted. Maintain manufacturer's identification, model number, etc. on all equipment at all times. B. Where more than one of an item is to be provided, all of the items shall be identical manufacture, make, model, color, etc. 2.2 RESTRICTED MATERIALS A. No materials containing asbestos in any form shall be allowed. B. No solder or flux containing lead shall be used on this project. C. Any pipe or plumbing fitting or fixture, any solder, or any flux utilized on this project shall be "lead free" in accordance with the Safe Drinking Water Act, Section 1417. "Lead free" materials utilized in domestic water system shall not contain more than 0.2 percent lead when used with respect to solder and flux; and not more than a weighted average of 0.25 percent lead when used with respect to the wetted surfaces of pipes, pipe fittings, plumbing fittings, and fixtures. KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR PLUMBING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 220500-6 All materials utilized in domestic water system shall be certified by an ANSI accredited organization to conform to ANSI/NSF Standard 61. D. Where materials or equipment provided by this Contractor are found to contain restricted materials, such items shall be removed and replaced with non -restricted materials items. Entire cost of restricted materials removal and disposal and cost of installing new items shall be the responsibility of the Contractor for those restricted materials containing items installed by the Contractor. 2.3 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT A. Plastic Nameplates: Laminated plastic with engraved letters. B. Plastic Tags: Laminated plastic with engraved letters, minimum 1-1/2 inches diameter. C. Plastic Pipe Markers: Factory fabricated, flexible, semi-rigid plastic, preformed to fit around pipe or pipe covering. D. Plastic Tape Pipe Markers: Flexible, vinyl film tape with pressure sensitive adhesive backing and printed markings. 2.4 PIPE HANGERS AND SUPPORTS A. Acceptable Manufacturers: 1. Anvil. 2. B -Line Systems, Inc. 3. Erico. 4. PHD Manufacturing, Inc. 5. Tolco. B. Plumbing Piping - DWV: 1. Conform to ANSI/MSS SP58. 2. Hangers for Pipe Sizes Y2 to 1-%2 Inch: Malleable iron or carbon steel, adjustable swivel, split ring. 3. Hangers for Pipe Sizes 2 Inches and Over: Carbon steel, adjustable, clevis. 4. Multiple or Trapeze Hangers: Steel channels with welded spacers and hanger rods. 5. Wall Support for Pipe Sizes to 3 Inches: Cast iron hook. 6. Wall Support for Pipe Sizes 4 Inches and Over: Welded steel bracket and wrought steel clamp. 7. Vertical Support: Steel riser clamp. 8. Floor Support: Cast iron adjustable pipe saddle, lock nut, nipple, floor flange, and concrete pier or steel support. 9. Copper Pipe Support: Carbon steel ring, adjustable, copper plated with neoprene isolation pad. KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR PLUMBING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 220500-7 2.5 HANGER RODS A. Steel Hanger Rods: Mild steel, threaded both ends, threaded one end, or continuous threaded. Minimum Hanger Rod Sizes: PIPE AND TUBE SIZE (INCHES) ROD SIZE (INCHES) -4 3/8 5-8 1/2 10-12 5/8 2.6 FLASHING A. Metal Flashing: 26 -gauge minimum galvanized steel. B. Metal Counter Flashing: 22 gauge minimum galvanized steel. C. Flexible Flashing: 47 -mil thick sheet butyl, compatible with roofing. D. Caps: Steel, 22 -gauge minimum; 16 gauge at fire resistant elements. PART 3 - EXECUTION 3.1 DRAWINGS A. The drawings are partly diagrammatic, not necessarily showing all offsets or exact locations of piping and ducts, unless specifically dimensioned. The contractor shall provide all materials and labor necessary for a complete and operable system. Complete details of the building which affect the mechanical installation may not be shown. For additional details, see Architectural, and Electrical Drawings. Coordinate work under this section with that of all related trades. 3.2 INSTALLATION A. All work shall comply with the latest adopted applicable codes and ordinances including, but not limited to, the IMC, UPC, IBC, NEC, NFPA, IECC, IFGC and IFC Standards; all local and state amendments to all codes and standards. B. Obtain and pay for all inspection fees, connection charges and permits as a part of the Contract. C. Compliance with codes and ordinances shall be at the Contractor's expense. 3.3 MEASUREMENTS A. Verify all measurements on the job site. KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR PLUMBING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 220500-8 B. Locate all equipment and fixtures on the centers of walls, openings, spaces, etc., unless specified otherwise. C. Check all piping, equipment, etc. to clear openings. D. Rough -in dimensions shall be per manufacturer's recommendations and in compliance with current ADA and ANSI 117.1 standards. 3.4 OPERATING INSTRUCTIONS A. Before the facility is turned over to the Owner, instruct the Owner or Owner's personnel in the operation, care and maintenance of all systems and equipment under the jurisdiction of the Plumbing Division. These instructions shall also be included in a written summary in the Operating Maintenance Manuals. B. The Operation and Maintenance Manuals shall be utilized for the basis of the instruction. Provide a minimum of four hours of onsite instruction to the owner designated personnel. C. When required by individual specification sections provide additional training on plumbing systems and equipment as indicated in the respective specification section. D. Provide schedule for training activities for review prior to start of training. 3.5 SYSTEM ADJUSTING A. Each part of each system shall be adjusted and readjusted as necessary to ensure proper functioning of all plumbing systems. Test all plumbing equipment, fixtures and piping for proper water distribution, drainage, pressure and flow, adjust systems as required to eliminate splashing, noise and vibration. 3.6 CUTTING, FITTING, REPAIRING, PATCHING AND FINISHING A. Arrange and pay for all cutting, fitting, repairing, patching and finishing of work by other trades where it is necessary to disturb such work to permit installation of mechanical work. Perform work only with craftsmen skilled in their respective trades. B. Avoid cutting, insofar as possible, by setting sleeves, frames, etc. and by requesting openings in advance. Assist other trades in securing correct location and placement of rough -frames, sleeves, openings, etc. for piping. C. Cut all holes neatly and as small as possible to admit work. Include cutting where sleeves or openings have been omitted. Perform cutting in a manner so as not to weaken walls, partitions or floors. Drill holes required to be cut in floors without breaking out around holes. KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR PLUMBING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 220500-9 3.7 PAINTING A. Perform all of the following painting in accordance with provisions of Division 09 with colors as selected by the Architect. Provide the following items as a part of plumbing work: 1. Factory applied prime and finish coats on plumbing equipment. 2. Factory applied prime coat on access doors. 3. Pipe identification where specified. B. If factory finish on any equipment furnished is damaged in shipment or during construction, refinish to equal original factory finish. 3.8 IDENTIFICATION A. Identify piping to indicate contents and flow direction of each pipe exposed to view by a labeled sleeve in letters readable from floor at least once in each room and at intervals of not more that 20' apart and on each side of partition penetrations. Coloring scheme in accordance with ANSI A13.1-1981, Seton Opti -Code or equal. 3.9 PIPE HANGERS AND SUPPORTS A. Support plumbing piping in accordance with the latest adopted edition of the UPC. B. Support horizontal piping as follows: MATERIALS TYPES OF JOINTS HORIZONTAL VERTICAL Every other joint, unless Cast -Iron Shielded Coupling over 4 feet then support Base and each floor, Hubless each joint 1 z 34 not to exceed 15 feet Copper Tube 1 % inches and smaller, 6 Each floor, not to Soldered or Brazed feet; 2 inches and larger, and Pipe exceed 10 feet 10 feet Steel, Brass, and % inch, 6 feet; % inch and % inch, 6 feet; % inch Tinned Copper Threaded or Welded 1 inch, 8 feet; 1 % inches and 1 inch, 8 feet; 1 Pipe for Gas and larger, 10 feet inches every floor level In accordance with standards acceptable to the Copper Mechanical Authority Having Jurisdiction Notes: 1 Support adjacent to joint, not to exceed 18 inches. z Brace not to exceed 40 foot intervals to prevent horizontal movement. 3 Support at each horizontal branch connection. 4 Hangers shall not be placed on the coupling. 5 Vertical water lines shall be permitted to be supported in accordance with recognized engineering principles with regard to expansion and contraction, where first approved by the Authority Having Jurisdiction. 6 See the appropriate IAPMO Installation Standard for expansion and other special requirements. See manufacturer installation instructions for additional requirements. KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR PLUMBING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 220500-10 C. Install hangers to provide minimum % inch space between finished covering and adjacent work. D. Place a hanger within 12 inches of each horizontal elbow. E. Use hangers with 1-% inch minimum vertical adjustment. F. Support horizontal cast iron pipe adjacent to each hub, with 5 feet maximum spacing between hangers. G. Support vertical piping at every floor. Support vertical cast iron pipe at each floor at hub. H. Where several pipes can be installed in parallel and at the same elevation, provide multiple or trapeze hangers. I. Support riser piping independently of connected horizontal piping. 3.10 FLASHING A. Provide flexible flashing and metal counter -flashing where piping penetrates weather or waterproofed walls, floors, and roofs. B. Flash vent pipes projecting 3 inches minimum above finished roof surface with pre - manufactured butyl boot. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR PLUMBING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 220500-11 SECTION 22 0700 — PLUMBING INSULATION PART 1 - GENERAL 1.1 SECTION INCLUDES A. Piping Insulation. B. Jackets and Accessories. 1.2 RELATED WORK A. Division 09 - Painting: Painting Insulation Jacket. B. Section 22 0500 - Common Work Results for Plumbing. C. Section 22 4000 - Plumbing Fixtures. 1.3 REFERENCES A. ASTM B209 - Aluminum and Aluminum -alloy Sheet and Plate. B. ASTM C518 - Standard Test Method for Steady -State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus. C. ANSI/ASTM C533 - Calcium Silicate Block and Pipe Thermal Insulation. D. ANSI/ASTM C534 - Standard Specification for Preformed Flexible Elastomeric Cellular Thermal Insulation in Sheet and Tubular Form. E. ASTM C450 - Standard Practice for Fabrication of Thermal Insulating Fitting Covers for NPS Piping, and Vessel Lagging. F. ANSI/ASTM C547 - Mineral Fiber Preformed Pipe Insulation. G. ANSI/ASTM C552 - Cellular Glass Block and Pipe Thermal Insulation. H. ASTM C585 - Standard Practice for Inner and Outer Diameters of Rigid Thermal Insulation for Nominal Sizes of Pipe and Tubing (NPS System). I. ASTM C1136 - Standard Specification for Flexible, Low Permeance Vapor Retarders for Thermal Insulation. J. ASTM D635 — Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Plastics in a Horizontal Position. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PLUMBING INSULATION PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 220700-1 K. ASTM E84 - Surface Burning Characteristics of Building Materials. L. ASTM E96 — Standard Test Methods for Water Vapor Transmission of Materials. M. NFPA 255 - Surface Burning Characteristics of Building Materials. N. UL 723 - Surface Burning Characteristics of Building Materials. 1.4 SUBMITTALS A. Submit product data under provisions of Division 01. B. Include product description, thickness for each service, and locations. C. Submit manufacturer's installation instructions. 1.5 QUALITY ASSURANCE A. Applicator: Company specializing in piping insulation application with three years minimum experience. B. Pipe insulation manufactured in accordance with ASTM C585 for inner and outer diameters. C. Materials: Flame spread/smoke developed rating of 25/50 in accordance with UL 723, ASTM E84, or NFPA 255. D. Factory fabricated fitting covers manufactured in accordance with ASTM C450. 1.6 DELIVERY STORAGE AND HANDLING A. Division 01 - Product Requirements: Requirements for transporting, handling, storing, and protecting products. B. Accept materials on site in original factory packaging, labeled with manufacturer's identification, including product density and thickness. C. Shipment of materials from manufacturer to installation location shall be in weather tight transportation. D. Protect insulation from weather and construction traffic, dirt, water, chemical, and damage, by storing in original wrapping. 1.7 ENVIRONMENTAL REQUIREMENTS A. Install insulation only when ambient temperature and humidity conditions are within range recommended by manufacturer. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PLUMBING INSULATION PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 220700-2 1.8 FIELD MEASURMENTS A. Verify field measurements prior to fabrication. 1.9 WARRANTY A. Division 01- Execution and Closeout Requirements: Product warranties and product bonds. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Johns Manville. B. Manson. C. Armstrong. D. Substitutions: Under provisions of Division 01. 2.2 INSULATION - PIPING A. Type A: Glass fiber, rigid, molded, non-combustible insulation; ANSI/ASTM C547;'k'value of 0.23 at 759 F, rated from 09 F to 8502 F, vapor retarder jacket of Kraft paper bonded to aluminum foil, self-sealing lap and butt strips; Johns Manville "Micro -Lok" or approved equal. 2.3 FIELD APPLIED JACKET A. PVC Jackets and solvent welding adhesive: One piece, pre -molded type, Johns Manville "Zeston 2000", fitting covers and jacketing material. Johns Manville "Perma-Weld" solvent welding adhesive. B. Re -Wettable Canvas Jacketing: , Fiberglass cloth made from texturized yarns, impregnated throughout with an inorganic fire retardant asbestos free adhesive; 20x14 thread count, 14.5 oz./sq.yd, 0.04 inch thickness, 1,0009 F upper temperature limit; GILT Products "Style 1989" or approved equal. 2.4 INSULATION ACCESSORIES A. Adhesives: Waterproof and fire -retardant type. B. Canvas Lagging Adhesive: Fire resistive to NFPA 255. C. Impale Anchors: Galvanized steel, 12 gauge, self-adhesive pad. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PLUMBING INSULATION PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 220700-3 D. Joint Tape: Glass fiber cloth, open mesh. E. FSK Joint Tape; ASTM C1136 Foil -Scrim -Kraft (FSK) lamination coated with solvent acrylic pressure sensitive adhesive; capable of adhering to fibrous and sheet metal surfaces; tri - directionally reinforced 2x3 squares per inch fiberglass scrim; 9.5 mils thick, -40 to 240° F service temperatures; Venture Tape "1525CW" or approved equal. F. Insulated pipe supports: Calcium silicate with galvanized steel jacket (min. 24 gauge); ANSI/ASTM C533; rigid white; 'k' value of 0.37 at 100° F, rated to 1,2002 F; Thermal Pipe Shields "T-1000 Calsil" or equal. PART 3 - EXECUTION 3.1 PREPARATION A. Install materials after piping and equipment has been tested and approved. B. Clean surfaces for adhesives. C. Prepare surfaces in accordance with manufacturer's recommendations. 3.2 INSTALLATION - PIPING A. Install materials in accordance with manufacturer's recommendations, building codes and industry standards. B. Continue insulation vapor barrier through penetrations except were prohibited by code. C. Locate insulation and cover seams in least visible locations. D. Neatly finish insulation at supports, protrusions, and interruptions. E. Provide insulated cold pipes conveying fluids below ambient temperature with vapor retardant jackets with self-sealing laps. Insulate complete system, including under fitting jackets. F. Provide insert fabricated of Johns Manville Thermo -12 or other heavy density insulating material suitable for temperature between support shield and piping on piping 1-%" inches diameter or larger for inserts. Insulation inserts shall not be less than the following lengths: 1-%" to 2-%" pipe size 10" long 3" to 6" pipe size 12" long G. For exterior applications, provide weather protection jacket or coating. Insulated pipe, fittings, joints, and valves shall be covered with PVC or metal jacket. Jacket seams shall be located on bottom side of horizontal piping. KODIAK ISLAND BOROUGH SCHOOL DISTRICT PLUMBING INSULATION PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 220700-4 H. Fully insulate all piping including all spaces under jacketing. Jackets: 1. Indoor, Concealed Applications: Insulated pipes shall have vapor barrier jackets, factory - applied. Vapor barrier PVC fittings may also be used provided joints are sealed with solvent welding adhesive approved by the jacket manufacturer. 2. For pipe exposed in mechanical equipment rooms or in finished spaces below 10 feet above finished floor, finish with PVC jacket and fitting covers or metal jacket. 3.3 SCHEDULE - PIPING PIPING TYPE PIPE SIZE MINIMUM Inch INSULATION THICKNESS Inch Rain Leaders A All Sizes 1" Vent Through Roof A All Sizes 1" Piping Exposed to Freezing A All Sizes 2" END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT PLUMBING INSULATION PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 220700-5 SECTION 22 1000 - PLUMBING PIPING PART 1 - GENERAL 1.1 WORK INCLUDED A. Sanitary Sewer Piping. 1.2 RELATED WORK A. Section 22 0500 - Common Work Results for Plumbing. B. Section 22 0700 - Plumbing Insulation. C. Section 22 4000 - Plumbing Fixtures. 1.3 QUALITY ASSURANCE A. Valves: Manufacturer's name and pressure rating marked on valve body. B. Any pipe or plumbing fitting or fixture, any solder, or any flux utilized on this project shall be "lead free" in accordance with the Safe Drinking Water Act, Section 1417. "Lead free" materials utilized in domestic water system shall not contain more than 0.2 percent lead when used with respect to solder and flux; and not more than a weighted average of 0.25 percent lead when used with respect to the wetted surfaces of pipes, pipe fittings, plumbing fittings, and fixtures. All materials utilized in domestic water system shall be certified by an ANSI accredited organization to conform to ANSI/NSF Standard 61. 1.4 SUBMITTALS A. Submit product data under provisions of Division 01. B. Include data on pipe materials, pipe fittings, valves and accessories. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Division 01. B. Store and protect products under provisions of Division 01. C. Deliver and store valves in shipping containers with labeling in place. PART 2 - PRODUCTS KODIAK ISLAND BOROUGH SCHOOL DISTRICT PLUMBING PIPING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 221000-1 2.1 SANITARY SEWER PIPING, ABOVE GRADE A. Cast Iron Pipe: CISPI 301, hubless, service weight. Fittings: Cast iron. Joints: Neoprene gaskets and stainless steel clamp -and -shield assemblies, Husky Series 4000 or approved equal. PART 3 - EXECUTION 3.1 PREPARATION A. Ream pipe and tube ends. Remove burrs. Bevel plain end ferrous pipe. B. Remove scale and dirt, on inside and outside, before assembly. C. Prepare piping connections to equipment with flanges or unions. 3.2 INSTALLATION A. Provide clearance for installation of insulation and access to fittings. B. Prepare pipe, fittings, supports, and accessories not prefinished, ready for finish painting. Refer to Division 09. 3.3 TESTING A. Test all sanitary sewer and vent piping in accordance with Section 712 of the UPC. Submit a signed statement to the Engineer stating testing dates, procedure and initials of tester. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT PLUMBING PIPING PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 221000-2 SECTION 23 0500 - COMMON WORK RESULTS FOR HVAC PART 1 - GENERAL 1.1 SCOPE A. All provisions of the Contract including the General and Supplementary Conditions and the General Requirements apply to this work. 1.2 WORK INCLUDED A. The work to be included in these and all other mechanical subsections shall consist of providing, installing, adjusting and setting into proper operation complete and workable systems for all items shown on the drawings, described in the specifications or reasonably implied. This shall include the planning and supervision to coordinate the work with other crafts and to maintain a proper time schedule for delivery of materials and installation of the work. B. Division 01 of the specifications is to be specifically included as well as all related drawings. 1.3 RELATED WORK A. Related Work Specified Elsewhere: 1. Fire Suppression Specifications: Division 21. 2. Plumbing Specifications: Division 22. 3. Electrical Specifications: Division 26. 4. Motors and Connections: Division 26. 5. Starters and Disconnects: Division 26. B. Unless otherwise indicated on the electrical drawings or the electrical schedules, provide all mechanical equipment motors, motor starters, thermal overload switches, control relays, time clocks, thermostats, motor operated valves, float controls, damper motors, electric switches, electrical components, wiring and any other miscellaneous Division 23 controls. Disconnect switches are included in the electrical work, unless specifically called out on mechanical plans. C. Carefully coordinate all work with the electrical work shown and specified elsewhere. 1.4 REFERENCED CODES - LATEST ADOPTED EDITION A. NFPA 13 Installation of Sprinkler Systems. B. NFPA 70 National Electrical Code (NEC). C. IMC International Mechanical Code. KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR HVAC PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 230500-1 D. UPC Uniform Plumbing Code. E. IECC International Energy Conservation Code. F. IFC International Fire Code. G. IFGC International Fuel Gas Code. H. IBC International Building Code. 1.5 PROJECT RECORD DRAWINGS A. In addition to other requirements of Division 01, mark up a clean set of drawings as the work progresses to show the dimensioned location and routing of all mechanical work which will become permanently concealed. Show routing of work in concealed blind spaces within the building. B. Maintain record documents at job site in a clean, dry and legible condition. Keep record documents available for inspection by the Project Manager. C. Show the location of all valves and their appropriate tag identification. D. At completion of project, deliver these drawings to the Architect and obtain a written receipt. 1.6 SUBMITTALS A. See General Conditions and the General Requirements in Division 01 regarding submittals. B. Submit by specification section complete and all at one time; partial submittals will not be considered. Submittals shall be provided in electronic PDF Format. The data in the electronic file shall be arranged and indexed under basic categories in order of the Specification Sections. An index shall be included with bookmarks and identifying tabs between sections and references to sections of specifications. C. Catalog sheets shall be complete and the item or model to be used shall be clearly marked, and identified as to which item in the specifications or on the drawings is being submitted and with drawing fixture number where applicable. D. Only submit on items specifically required by each specification section. If a submittal has not been requested, it will not be reviewed. E. Submit product data for: 1. Hangers and Supports for HVAC Equipment. 2. Identification for HVAC Ductwork and Equipment. KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR HVAC PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 230500-2 1.7 OPERATING AND MAINTENANCE MANUALS A. See General Conditions and the General Requirements in Division 01 regarding Operating and Maintenance Manuals. B. Submit maintenance manuals to the Engineer covering all equipment, devices, etc. installed by the Contractor. C. The operation and maintenance manuals shall be submitted by specification section complete and all at one time; partial operations and maintenance manual submittals will not be considered. The Operation and maintenance manuals shall be provided in electronic PDF Format. The data in the electronic file shall be arranged and indexed under basic categories. An index shall be included with bookmarks and identifying tabs between sections and references to sections of specifications. The manual shall contain, but not limited to, the following types of information: 1. Cover sheet with name, address, telephone number of Contractor, General Contractor and major equipment suppliers. 2. Catalog cuts of all equipment, etc. installed (Marked to identify the specific items used). 3. Manufacturer's maintenance and overhaul instruction booklets including exploded views. 4. Identification numbers of all parts and nearest sources for obtaining parts and services. 5. Reduced scale drawings of the control system and a verbal description of how these controls operate. 6. A copy of the final test and balance report. 7. A copy of valve schedule and reduced scale drawings showing valve locations. 8. Written summary of instructions to Owner. 9. All manufacturers' warranties and guarantees. 10. Contractors Warranty Letter. D. A periodic maintenance form that includes all of the equipment shall be provided with the maintenance manual. The form shall list each piece of equipment and how often maintenance is required (daily, weekly, monthly, annually). Opposite each task shall be squares for check -off for a full year (initials) to verify that the tasks are being done. 1.8 HANDLING A. See General Conditions and the General Requirements in Division 01 regarding material handling. B. Deliver packaged materials tojob site in unbroken packages with manufacturer's label, and store to facilitate inspection and installation sequence. All items must be labeled and identified as to make, size and quality. 1.9 SUBSTITUTIONS A. See General Conditions and the General Requirements in Division 01 for substitution request procedures. KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR HVAC PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 230500-3 B. In accordance with the General Conditions and the General Requirements in Division 01, Substitution and Product Options, all substitute items must fit in the available space, and be of equal or better quality including efficiency performance, size, and weight, and must be compatible with existing equipment. The Architect/Engineer shall be the final authority regarding acceptability of substitutes. 1.10 DIMENSIONS A. Before ordering any material or doing any work, the Contractor shall verify all dimensions, including elevations, and shall be responsible for the correctness of the same. No extra charge or compensation will be allowed on account of differences between actual dimensions and measurements indicated on the drawings. B. Any differences, which may be found, shall be submitted to the Architect/Engineer for consideration before proceeding with the work. 1.11 MANUFACTURER'S DIRECTIONS A. All manufactured articles shall be applied, installed and handled as recommended by the manufacturer, unless specifically called out otherwise. Advise the Architect/Engineer of any such conflicts before installation. 1.12 PERMITS, FEES, ETC. A. The Contractor under each Division of these specifications shall arrange for a permit from the local authority. The Contractor shall pay for any inspection fees or other fees and charges required by ordinance, law, codes and these specifications. 1.13 TESTING A. The Contractor under each section shall perform the various tests as specified and required by the Architect, Engineer and as required by applicable code, the State and local authorities. The Contractor shall furnish all labor, fuel and materials necessary for making tests. 1.14 TERMINOLOGY A. Whenever the words "furnish", "provide", "furnish and install", "provide and install", and/or similar phrases occur, it is the intent that the materials and equipment described be furnished, installed and connected under this Division of the Specifications, complete for operation unless specifically noted to the contrary. B. Where a material is described in detail, listed by catalogue number or otherwise called for, it shall be the Contractor's responsibility to furnish and install the material. C. The use of the word "shall" conveys a mandatory condition to the contract. KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR HVAC PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 230500-4 D. "This section" refers to the section in which the statement occurs. "The project" includes all work in progress during the construction period. In describing the various items of equipment, in general, each item will be described singularly, even though there may be a multiplicity of identical or similar items. 1.15 SCHEDULE OF WORK A. The work under the various sections must be expedited and close coordination will be required in executing the work. The various trades shall perform their portion of the work at such times as directed so as to meeting scheduled completion dates, and to avoid delaying any other trade. The Architect will set up completion dates. Each contractor shall cooperate in establishing these times and locations and shall process work so as to ensure the proper execution of it. 1.16 COOPERATION AND CLEANING UP A. The Contractor for the work under each section of the specifications shall coordinate the Contractors work with the work described in all other sections of the specifications to the end that, as a whole, the job shall be a finished one of its kind, and shall carry on the work in such a manner that none of the work under any section of these specifications shall be handicapped, hindered or delayed at any time. At all times during the progress of the work, the Contractor shall keep the premises clean and free of unnecessary materials and debris. The Contractor shall, on direction at any time from the Architect, clear any designated areas or area of materials and debris. On completion of any portion of the work, the Contractor shall remove from the premises all tools and machinery and all debris occasioned by the work, leaving the premises free of all obstructions and hindrances. 1.17 WARRANTY A. Unless a longer warranty is hereinafter called for, all work, materials and equipment items shall be warrantied for a period of one year after acceptance by the Owner. All defects in labor and materials occurring during this period, as determined by the Architect/Engineer, shall be repaired and/or replaced to the complete satisfaction of the Architect/Engineer. Guarantee shall be in accordance with Division 01. 1.18 COMPLETION REQUIREMENTS A. In accordance with the General Conditions and the General Requirements in Division 01, Project Closeout; before acceptance and final payment, the Contractor shall furnish: 1. Accurate project record drawings, shown in red ink on prints, showing all changes from the original plans made during installation of the work. 2. Contractors One Year Warranty. 3. All Manufacturers' Guarantees. KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR HVAC PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 230500-5 4. Test and Balance Reports. 5. Operation and Maintenance Manuals. 1.19 INSPECTION OF SITE - REMODEL PROJECTS A. The accompanying plans do not indicate completely the existing plumbing and mechanical installations. The bidders for the work under these sections of the specifications shall inspect the existing installations and thoroughly acquaint themselves with conditions to be met and the work to be accomplished in removing and modifying the existing work, and in installing the new work in the present building and underground serving to and from that structure. Failure to comply with this shall not constitute grounds for any additional payments in connection with removing or modifying any part of the existing installations and/or installing any new work. 1.20 RELOCATION OF EXISTING INSTALLATIONS A. There are portions of the existing plumbing, mechanical and electrical systems, which shall remain in use to serve the finished building in conjunction with the indicated new installations. By actual examination at the site, each bidder shall determine those portions of the remaining present installations, which must be relocated to avoid interference with the installations of new work of the Contractors particular trade and that of all other trades. All such existing installations, which interfere with new installations, shall be relocated by the Contractor. 1.21 SALVAGE MATERIALS A. The Contractor shall remove existing equipment, duct, grilles and other items associated with the mechanical systems where no longer required for the project. Where such items are exposed to view or uncovered by any cutting or removal of general construction and has no continuing function (as determined by the Architect/Engineer), they shall be removed. B. All items or materials removed from the project shall be made available for the Owner's inspection. The Owner retains the option to claim any item or material. Contractor shall deliver any claimed item or material in good condition to the place designated by the Owner. All items not claimed become the property of the contractor and shall be removed from the site. PART 2 - PRODUCTS 2.1 MATERIALS A. All equipment shall be regularly cataloged items of the manufacturer and shall be supplied as a complete unit in accordance with the manufacturer's standard specifications along with any optional items required for proper installation unless otherwise noted. Maintain manufacturer's identification, model number, etc. on all equipment at all times. KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR HVAC PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 230500-6 B. Where more than one of an item is to be provided, all of the items shall be identical manufacture, make, model, color, etc. 2.2 RESTRICTED MATERIALS A. No materials containing asbestos in any form shall be allowed. B. No solder or flux containing lead shall be used on this project. C. Where materials or equipment provided by this Contractor are found to contain restricted materials, such items shall be removed and replaced with non -restricted materials items. Entire cost of restricted materials removal and disposal and cost of installing new items shall be the responsibility of the Contractor for those restricted materials containing items installed by the Contractor. 2.3 ELECTRICAL MOTORS A. Motors: Furnish electric motors designed for the specific application and duty applied, and to deliver rated horsepower without exceeding temperature ratings when operated on power systems with a combined variation in voltage and frequency not more than + 10% of rated voltage. Motors for pumps and fans shall be selected to be non -overloading. B. Verify from the drawings and specifications the available electrical supply characteristics and furnish equipment that will perform satisfactorily under the conditions shown and specified. C. All motors for use with equipment with variable frequency drives shall be inverter ready motors. Verify compatibility and sizing of motor with variable frequency drive. D. Size motors for 1.15 service factor and not to exceed 402 C temperature rise above ambient. E. Fractional horsepower motors to have self -resetting thermal overload switch. F. Provide Premium Efficiency, motors for all three phase motors one horsepower and larger. Standard efficiency motors will not be acceptable. 2.4 IDENTIFICATION FOR HVAC EQUIPMENT A. Plastic Nameplates: Laminated plastic with engraved letters. B. Plastic Tags: Laminated plastic with engraved letters, minimum 1-1/2 inches diameter. 2.5 HANGER RODS A. Steel Hanger Rods: Threaded both ends, or continuous threaded. KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR HVAC PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 230500-7 2.6 FLASHING A. Metal Flashing: 26 -gauge minimum galvanized steel. B. Metal Counter Flashing: 22 gauge minimum galvanized steel. C. Flexible Flashing: 47 -mil thick sheet butyl, compatible with roofing. D. Caps: Steel, 22 -gauge minimum; 16 gauge at fire resistant elements. 2.7 EQUIPMENT CURBS A. Fabricate curbs of wood, unless specifically called out otherwise. 2.8 SLEEVES A. Caulk: Fire stop sealant in compliance with ASTM E814, UL 1479 and Division 07. B. Mechanical Sleeve Seals: Modular mechanical type, consisting of interlocking synthetic rubber links shaped to continuously fill annular space between object and sleeve, connected with bolts and pressure plates causing rubber sealing elements to expand when tightened, providing watertight seal and electrical insulation. PART 3 - EXECUTION 3.1 DRAWINGS A. The drawings are partly diagrammatic, not necessarily showing all offsets or exact locations of ducts, unless specifically dimensioned. The contractor shall provide all materials and labor necessary for a complete and operable system. Complete details of the building which affect the mechanical installation may not be shown. For additional details, see Architectural, and Electrical Drawings. Coordinate work under this section with that of all related trades. 3.2 INSTALLATION A. All work shall comply with the latest adopted applicable codes and ordinances including, but not limited to, the IMC, UPC, IBC, NEC, NFPA, IECC, IFGC and IFC Standards; all local and state amendments to all codes and standards. B. Obtain and pay for all inspection fees, connection charges and permits as a part of the Contract. C. Compliance with codes and ordinances shall be at the Contractor's expense. D. Install in accordance with manufacturer's instructions. KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR HVAC PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 230500-8 3.3 MEASUREMENTS A. Verify all measurements on the job site. B. Locate all equipment on the centers of walls, openings, spaces, etc., unless specified otherwise. C. Check all ducts, etc. to clear openings. D. Rough -in dimensions shall be per manufacturer's recommendations and in compliance with current ADA and ANSI 117.1 standards. 3.4 OPERATING INSTRUCTIONS A. Before the facility is turned over to the Owner, instruct the Owner or Owner's personnel in the operation, care and maintenance of all systems and equipment under the jurisdiction of the Mechanical Division. These instructions shall also be included in a written summary in the Operating Maintenance Manuals. B. The Operation and Maintenance Manuals shall be utilized for the basis of the instruction. Provide a minimum of four hours of on-site instruction to the owner designated personnel. C. When required by individual specification sections provide additional training on HVAC systems and equipment as indicated in the respective specification section. D. Provide schedule for training activities for review prior to start of training. 3.5 SYSTEM ADJUSTING A. Each part of each system shall be adjusted and readjusted as necessary to ensure proper functioning of all controls, proper air distribution, elimination of drafts, noise and vibration. B. Balance air and water systems for volume quantities shown and as required to ensure even temperature and the elimination of drafts. Balancing shall be done by a qualified firm acceptable to the Engineer. Provide balancing log to the Engineer before substantial completion. 3.6 CUTTING, FITTING, REPAIRING, PATCHING AND FINISHING A. Arrange and pay for all cutting, fitting, repairing, patching and finishing of work by other trades where it is necessary to disturb such work to permit installation of mechanical work. Perform work only with craftsmen skilled in their respective trades. B. Avoid cutting, insofar as possible, by setting sleeves, frames, etc. and by requesting openings in advance. Assist other trades in securing correct location and placement of rough -frames, sleeves, openings, etc. for ducts. KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR HVAC PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 230500-9 C. Cut all holes neatly and as small as possible to admit work. Include cutting where sleeves or openings have been omitted. Perform cutting in a manner so as not to weaken walls, partitions or floors. Drill holes required to be cut in floors without breaking out around holes. 3.7 PAINTING A. Perform all of the following painting in accordance with provisions of Division 09 with colors as selected by the Architect. Provide the following items as a part of mechanical work: 1. Factory applied prime and finish coats on mechanical equipment. 2. Factory applied prime and finish coat on all air registers, grilles and diffusers, unless otherwise specified. 3. Factory applied prime coat on access doors. 4. Pipe identification where specified. B. If factory finish on any equipment furnished is damaged in shipment or during construction, refinish to equal original factory finish. 3.8 IDENTIFICATION A. Label all equipment with heat resistant laminated plastic labels having engraved lettering %" high. If items are not specifically listed on the schedules, consult the Engineer concerning designation to use. Seton engraved Seton -Ply nameplates or equal. 3.9 EQUIPMENT BASES AND SUPPORTS A. Provide equipment bases of were shown on plans and where required by equipment manufacturer installation instructions. B. Provide templates, anchor bolts, and accessories for mounting and anchoring equipment. 3.10 FLASHING A. Provide flexible flashing and metal counter -flashing where ductwork penetrate weather or waterproofed walls, floors, and roofs. B. Provide curbs for mechanical roof installations 24 inches minimum high above roofing surface. Flexible sheet flash and counter -flash with sheet metal; seal watertight. C. Adjust storm collars tight to pipe with bolts; caulk around top edge. Use storm collars above roof jacks. Screw vertical flange section to face of curb. 3.11 SLEEVES A. Size sleeves large enough to allow for movement due to expansion and contraction. Provide for continuous insulation wrapping. KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR HVAC PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 230500-10 B. Set sleeves in position in construction. Provide reinforcing around sleeves. C. Extend sleeves through floors one inch above finished floor level. Caulk sleeves full depth and provide floor plate. D. Where ductwork penetrates floor, ceiling, or wall, install sleeve, close off space between pipe or duct and adjacent work with fire stopping insulation and caulk seal. Use fire rated caulking where fire rated walls are penetrated. Provide close fitting metal collar or escutcheon covers at both sides of penetration. E. Install chrome plated steel escutcheons at finished surfaces. 3.12 SEISMIC RESTRAINT A. General: 1. All equipment and ductwork shall be restrained to resist seismic/wind forces per the applicable building code(s) as a minimum. Restraint attachments shall be made by bolts, welds or a positive fastening method. Friction shall not be considered. All attachments shall be proven capable of accepting the required wind load by calculations. Additional requirements specified herein are included specifically for this project. 2. Install seismic and wind restraint devices per the manufacturer's submittals. Any deviation from the manufacturer's instructions shall be reviewed and approved by the manufacturer. 3. Attachment to structure for suspended equipment and duct: If specific attachment is not indicated, anchor bracing to structure at flanges of beams, at upper truss chords of bar joists, or at concrete members. 4. Where rigid restraints are used on equipment or ductwork, support rods for the equipment, ductwork at restraint locations must be supported by anchors rated for seismic use. Post -installed concrete anchors must be in accordance with ACI 355.2. B. Equipment Restraints: 1. Seismically restrain equipment all equipment. Install fasteners, straps and brackets as required to secure the equipment. 2. Install seismic snubbers on HVAC equipment supported by foot -mounted, non -seismic vibration isolators. Locate snubbers as close as possible to vibration isolators and attach to equipment base and supporting structure as required. C. Duct Systems: 1. Seismically restrain all ductwork listed below, using seismic cable restraints: a. All ducts with cross-sectional area equal to or greater than 6 ft2 (0.55 m2). b. Any ductwork which if it were to fail would result in damage to a piece of equipment or building function that has a component importance factor of 1.5. C. All ductwork weighing more than 17 lbs/ft (25 kg/m). 2. "12 -inch rule", where duct can be exempted from seismic restraint based on the length of the support rods, is accepted if one of the following conditions are met: a. The hangers shall be detailed to avoid significant bending of the hangers and their attachments. The maximum stress due to combined loading including bending in the hangers must be less than 21.6 ksi. KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR HVAC PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 230500-11 b. Isolation hangers are added to hanger rod to provide swivel joint and to prevent bending moment in hanger. 3. Space lateral supports a maximum of 30' o.c. (9 m), and longitudinal supports a maximum of 60' (18 m) o.c. 4. Duct risers shall be restrained at floor penetrations every 30' (9 m) maximum spacing. 5. Brace a change of direction longer than 12' (3.7 m). 3.13 INSTALLATION OF EQUIPMENT A. Unless otherwise indicated, mount all equipment and install in accordance with manufacturer's recommendations and approved submittals. B. Maintain manufacture recommended minimum clearances for access and maintenance. C. Where equipment is to be anchored to structure, furnish and locate necessary anchoring and vibration isolation devices. D. Furnish all structural steel, such as angles, channels, beams, etc. required to support all ductwork, equipment and accessories installed under this Division. Use structural supports suitable for equipment specified or as indicated. In all cases, support design will be based upon data contained in manufacturer's catalog. E. Openings: Arrange for necessary openings in buildings to allow for admittance and reasonable maintenance or replacement of all equipment furnished under this Contract. F. Access Doors: Provide as necessary for reasonable maintenance of all equipment valves, controls, etc. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR HVAC PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 230500-12 SECTION 23 0505 - SELECTIVE DEMOLITION FOR HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) PART 1 - GENERAL 1.1 DESCRIPTION A. Work specified in this Section includes the demolition, removal, and disposition of certain mechanical work. B. Drawings, the provisions of the Agreement, and Administrative Specification Sections apply to all work of this Section. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of conditions as satisfactory. 3.2 DEMOLITION, REMOVAL AND DISPOSITION A. Piping, Ductwork, And Equipment To Be Removed: Remove all piping, ductwork, and equipment as indicated on the Drawings. B. Piping Removed: Drawings do not show all existing piping which is to be removed. Unless indicated otherwise, where existing equipment has been removed, or its use replaced by new equipment, remove connecting piping back to the branch in the main so that there will be no dead ends or unused pipe lines in mechanical spaces at completion. C. Materials To Owner: All items or materials removed from the project shall be made available for the Owner's inspection. The Owner retains the option to claim any item or material. The Contractor shall deliver any claimed item or material in good condition to the place designated by the Owner. All items not claimed become the property of the Contractor and shall be removed from the site by the Contractor. D. Re -use Of Materials: Only where indicated on Drawings. SELECTIVE DEMOLITION FOR HEATING, KODIAK ISLAND BOROUGH SCHOOL DISTRICT VENTILATING, AND AIR CONDITIONING (HVAC) PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 230505-1 E. Materials To Contractor: Materials shown or specified to be removed, other than the materials indicated to be turned over to Owner. F. Protect any active piping and/or wiring encountered; remove, plug or cap utilities to be abandoned. Notify the Architect of utilities encountered whose service is not known. G. Debris Removal: Existing materials removed and not reinstalled or turned over to the Owner shall be immediately removed from the site and disposed of by the Contractor. H. Repairs: Any portion of the facility damaged, cut back or made inoperable by this Contractor shall be repaired with similar materials as the existing structure and/or damaged item as instructed by the Architect. END OF SECTION SELECTIVE DEMOLITION FOR HEATING, KODIAK ISLAND BOROUGH SCHOOL DISTRICT VENTILATING, AND AIR CONDITIONING (HVAC) PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 230505-2 SECTION 23 0593 - TESTING, ADJUSTING, AND BALANCING FOR HVAC PART1- GENERAL 1.1 WORK INCLUDED A. Air Systems: 1. Constant Volume Air Systems. 2. Existing HVAC Systems. 1.2 SCOPE A. Furnish the professional services of a qualified and approved balancing and testing firm to perform the work of this specification section. B. The work of this section includes but is not necessarily limited to: 1. Testing and balancing existing hydronic heating and ventilation systems as indicated on drawings. 2. Testing and balancing fans and air handling systems. 3. Testing and balancing new variable air volume terminal units. 4. Testing and balancing new liquid heat transfer systems. 5. Working directly with the control subcontractor to obtain proper system adjustments. 6. Domestic water distribution system adjustment. C. The work of this section does not include: 1. Adjusting burners for proper combustion operation. 2. Liquid waste transfer system adjustment. 3. Fire protection systems. 1.3 APPLICABLE CODES AND STANDARDS A. SMACNA Manual for the Balancing and Adjustment of Air Distribution Systems. B. AMCA Publication 203, Field Performance Measurements. C. American Air Balancing Council (AABC) Recommended Procedures D. National Environmental Balancing Bureau (NEBB) Recommended Procedures 1.4 QUALIFICATION OF THE BALANCING FIRM OR COMPANY A. Subcontractor minimum qualifications include: KODIAK ISLAND BOROUGH SCHOOL DISTRICT TESTING, ADJUSTING, AND BALANCING FOR HVAC PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 230593-1 1. NEBB Certified in Testing, Adjusting and Balancing of Air and Hydronic Systems [or] [and] Demonstration of satisfactory completion of five projects of similar scope in the State of Alaska during the past five years. Provide references if requested. 1.5 TIMING OF WORK A. Do not begin balancing and testing until the systems, including controls, are completed and in full working order. B. Schedule the testing and balancing work in cooperation with other trades. C. Complete the testing and balancing at least one week before the date of substantial completion and before any occupancy occurs. 1.6 CONTRACTOR RESPONSIBILITYTO BALANCING AGENCY A. Award the test and balance contract to an approved firm or company upon receipt of contract to allow the Balance and Testing Agency to schedule this work in cooperation with other trades involved and comply with completion date. B. Put all heating, ventilating and air conditioning systems, equipment and controls into full operation for the Balancing Agency and continue the operation of same during each working day of testing balancing. C. Provide scaffolding, ladders and access to each system for proper testing balancing. D. Ensure that the building enclosure is complete, including but not limited to, structural components, windows and doors installed, door hardware complete, ceilings complete, stair, elevator and mechanical shafts complete, roof systems complete, all plenums sealed, etc. E. Make any changes in pulleys, belts and dampers, or add any dampers as required for correct balance as recommended by the Balance and Testing Agency at no additional cost to the Owner. F. Complete installation, programming (including design parameters and graphics), calibration, and startup of all building control systems. G. Require that the building control system firm provide access to hardware and software, or onsite technical support required to assist the TAB effort. The hardware and software or the onsite technical support shall be provided at no cost to the TAB firm. 1.7 REPORT KODIAK ISLAND BOROUGH SCHOOL DISTRICT TESTING, ADJUSTING, AND BALANCING FOR HVAC PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 230593-2 A. Certified Reports shall be included in project O & M manuals. Reports shall include: testing, adjusting, and balancing reports bearing the signature of the Test and Balance Agency Representative. The reports shall be certified proof that the systems have been tested, adjusted, and balanced in accordance with the referenced standards; are an accurate representation of how the systems have been installed; are a true representation of how the systems are operating at the completion of the testing, adjusting and balancing procedures; and are an accurate record of all final quantities measured, to establish normal operating values of the system. Follow the procedures and format specified below: 1. Draft Reports: Upon completion of testing, adjusting and balancing procedures, prepare draft reports on the approved forms. Draft reports may be hand written, but must be complete, factual, accurate, and legible. Organize and format draft reports in the same manner specified for the final reports. 2. Final Reports: Upon verification and approval of the draft report; prepare final reports, typewritten, organized and formatted as specified below. 3. Report Format: Report forms shall be those standard forms prepared by the referenced standard for each respective item and system to be tested, adjusted and balanced. Report shall be provided in electronic PDF Format. The data in the electronic file shall be arranged and indexed. Divide the contents into the below listed sections, with bookmarks for each section: a. General Information and Summary. b. Air Systems. C. Temperature Control Systems. d. Special Systems. e. System Deficiency Reports and Corrective Actions. 4. Report Contents: Provide the following minimum information, forms and data: a. General Information and Summary: Inside cover sheet to identify testing, adjusting, and balancing agency; contractor; owner, architect, engineer and project. Include addresses, contact names and telephone numbers. Also, include a certification sheet containing the name, address, telephone number and signature of the Certified Test and Balance Personnel. Include in this division a listing of the instrumentation used for the procedures along with the proof of calibration. b. The remainder of the report shall contain the appropriate forms containing as a minimum, the information indicated on the standard report forms prepared by the AABC for each respective item and system. Prepare a schematic diagram for each item of equipment and system to accompanyeach respective report form. C. Calibration Reports: Submit proof that all required instrumentation has been calibrated to tolerances specified in the referenced standards, within a period of six months prior to starting the project. 1.8 SUBMITTALS KODIAK ISLAND BOROUGH SCHOOL DISTRICT TESTING, ADJUSTING, AND BALANCING FOR HVAC PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 230593-3 A. Submit in accordance with Division 01. B. Submit balancing agency qualifications and sample balancing forms. C. Provide list of equipment to be used and date of last calibration. D. Submit preliminary balance report a minimum of one week prior to substantial completion inspection. PART 2 - PRODUCTS 2.1 INSTRUMENTS A. Maintain all instruments accurately calibrated and in good working order. Use instruments with the following minimum performance characteristics. 1. Air Velocity Instruments: Direct reading in feet per minute, 2% accuracy. 2. Static Pressure Instruments: Direct reading in inches' water gauge, 2% accuracy. 3. RPM Instruments: Direct reading in revolutions per minute, .5% accuracy; or revolution counter accurate within 2 counts per 1,000. 4. Pressure Readout: Direct reading in feet of water or PSI, .5% accuracy. 5. Temperature Instruments - Direct reading in degrees F, +.5% accuracy. 6. Sound Measuring Instrument: Octave Band Analyzer which essentially complies to AASA Standards S1.6 1960 with a range of 24DB to 150 DB sound pressure level ref. .0002 microbar. Calibrate sound test instrument before use to a closed coupler and a driving loudspeaker that produces a know -sound pressure level at the microphone of the analyzer. PART 3 - EXECUTION 3.1 GENERAL PROCEDURES FOR ALL SYSTEMS A. Start with new, clean filters. B. In cooperation with the control manufacturer's representative, coordinate adjustments of automatically operated dampers and valves to operate as specified, indicated and/or noted. C. Use manufacturer's ratings on all equipment to make required calculations. D. Make final adjustments for each space per heating or cooling comfort requirement. State reason for variance from design CFM, i.e., "too noisy", "drafty", etc. KODIAK ISLAND BOROUGH SCHOOL DISTRICT TESTING, ADJUSTING, AND BALANCING FOR HVAC PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 230593-4 E. Mark equipment and balancing device settings (including damper -control positions, valve position indicators, fan -speed -controls, and similar controls and devices) with paint or other suitable permanent identification material to show final settings. 3.2 REQUIREMENTS FOR ALL AIR HANDLING SYSTEMS A. Identify each diffuser, grille and register as to location and area. B. Identify and list size, type and manufacturer of diffusers, grilles, registers and all testing equipment. C. In readings and tests of diffusers, grilles and registers, include required FPM velocity and required CFM and test CFM after adjustments. If test apparatus is designed to read CFM directly, velocity reading may be omitted. Identify test apparatus used. Identify wide open (W.O.) runs. D. Check and record the following items: 1. Air temperatures; mixed air, after coils, outside air, return air and supply air. 2. Pressure drop at each coil, filter bank, etc. 3. Operating suction and discharge pressure. 4. Full nameplate data of all equipment. 5. Rated and actual running amperage and voltage of all motors. 6. Drive data including sheaves and belts and adjustments. 7. Electrical overloads/heaters sizes and ranges of motors. 3.3 BALANCING LOW VELOCITY CONSTANTVOLUME DUCTWORK A. Analyze system and identify major branches. Tabulate design CFM for each branch. B. Select the branch which appears to be the longest run from the fan or to have the highest static pressure requirements. C. Adjust other branch dampers or the fan to establish 110% design air flow through the selected branch. D. Adjust the air flow through each air inlet (exhaust systems) or outlet (supply systems) on the selected branch to within +5% of the requirements so that at least one branch damper serving an inlet (or outlet) is wide open. E. Proceed to another branch and set up 110% design airflow. Balance each inlet or outlet to within +5% of requirements, again leaving at least one wide open run. Repeat this process until all branches are balanced 110% airflow. KODIAK ISLAND BOROUGH SCHOOL DISTRICT TESTING, ADJUSTING, AND BALANCING FOR HVAC PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 230593-5 F. Once each branch has been balanced at 110% flow with one wide open run on each branch, balance with branches together, leaving at least one branch damper wide open. At this point, adjust the fan delivery so that each branch is at about 110% design airflow. Adjust the branch dampers so that each inlet (or outlet) in the system is within 10% of the required airflow. G. Adjust the fan for design airflow. H. Read and record the airflow at each inlet and outlet. I. Secure each branch damper and mark the balanced position of the damper quadrant. J. Test and record entering and leaving air temperatures of coils. K. Test and record entering and leaving water temperatures of coils. L. Test and record static pressure drop across each filter and coil bank. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT TESTING, ADJUSTING, AND BALANCING FOR HVAC PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 230593-6 SECTION 23 0700 - HVAC INSULATION PART 1 - GENERAL 1.1 SECTION INCLUDES A. Ductwork Insulation. 1.2 RELATED WORK A. Section 23 0500 - Common Work Results for HVAC Systems. B. Section 23 3100 - HVAC Ducts and Casings. 1.3 REFERENCES A. ASTM B209 - Aluminum and Aluminum -alloy Sheet and Plate. B. ASTM C450 - Standard Practice for Fabrication of Thermal Insulating Fitting Covers for NPS Piping, and Vessel Lagging. C. ASTM C518 - Standard Test Method for Steady -State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus. D. ANSI/ASTM C552 - Cellular Glass Thermal Insulation. E. ANSI/ASTM C553 - Mineral Fiber Blanket Insulation. F. ASTM E84 - Surface Burning Characteristics of Building Materials. G. NFPA 255 - Surface Burning Characteristics of Building Materials. H. UL 723 - Surface Burning Characteristics of Building Materials. 1.4 SUBMITTALS A. Submit product data under provisions of Division 01. B. Include product description, thickness for each service, and locations. C. Submit manufacturer's installation instructions. KODIAK ISLAND BOROUGH SCHOOL DISTRICT HVAC INSULATION PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 230700-1 1.5 QUALITY ASSURANCE A. Applicator: Company specializing in piping insulation application with three years minimum experience. B. Pipe insulation manufactured in accordance with ASTM C585 for inner and outer diameters. C. Materials: Flame spread/smoke developed rating of 25/50 in accordance with UL 723, ASTM E84, or NFPA 255. D. Factory fabricated fitting covers manufactured in accordance with ASTM C450. 1.6 DELIVERY, STORAGE, AND HANDLING A. Division 01 - Product Requirements: Requirements for transporting, handling, storing, and protecting products. B. Accept materials on site in original factory packaging, labeled with manufacturer's identification, including product density and thickness. C. Shipment of materials from manufacturer to installation location shall be in weather tight transportation. D. Protect from weather and construction traffic, dirt, water, chemical, and damage, by storing in original packaging. 1.7 ENVIRONMENTAL REQUIREMENTS A. Maintain ambient temperatures and conditions required by manufacturers of adhesive, mastics, and insulation cements. 1.8 FIELD MEASURMENTS A. Verify field measurements prior to fabrication. 1.9 WARRANTY A. Division 01- Execution and Closeout Requirements: Product warranties and product bonds. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Johns Manville. KODIAK ISLAND BOROUGH SCHOOL DISTRICT HVAC INSULATION PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 230700-2 B. Manson. C. Armstrong. D. Substitutions: Under provisions of Division 01. 2.2 INSULATION - DUCTWORK A. Type K: Exterior FSK Duct Wrap: Flexible glass fiber; ASTM C553; commercial grade; 'k' value of 0.27 at 759 F, 0.6 Ib./cu. ft. density. 0.00035 inch vinyl scrim facing with 2" stapling tab. Johns Manville "Microlite Standard Duct Wrap" or equal. B. Type O: Outdoor Installation: Closed -cell polyisocyanu rate, foam core bonded to reinforced aluminum foil face; ASTM C1289, 'k' value of 0.29 at 75° F, 7.5 Ib./cu. ft. density, zero water vapor permeability. R Max Thermasheath-3 insulating system or approved equal. 2.3 INSULATION ACCESSORIES A. Adhesives: Waterproof and fire -retardant type. B. Lagging Adhesive: Fire resistive to NFPA 255. C. Impale Anchors: Galvanized steel, 12 gauge, self-adhesive pad. D. Joint Tape: Glass fiber cloth, open mesh. E. FSK Joint Tape; ASTM C1136 Foil -Scrim -Kraft (FSK) lamination coated with solvent acrylic pressure sensitive adhesive; capable of adhering to fibrous and sheet metal surfaces; tri - directionally reinforced 2x3 squares per inch fiberglass scrim; 9.5 mils thick, -40 to 2409 F service temperatures; Venture Tape "1525CW" or approved equal. PART 3 - EXECUTION 3.1 PREPARATION A. Install materials after ductwork has been tested and approved. B. Clean surfaces for adhesives. C. Prepare surfaces in accordance with manufacturer's recommendations. 3.2 INSTALLATION — DUCTWORK INSULATION A. Install materials in accordance with manufacturer's instructions. KODIAK ISLAND BOROUGH SCHOOL DISTRICT HVAC INSULATION PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 230700-3 B. Provide insulation with vapor barrier when air conveyed may be below ambient temperature. Continue insulation with vapor barrier through penetration. C. Insulation Application: 1. Secure insulation with vapor barrier with wires and seal jacket joints with vapor barrier adhesive or tape to match jacket. 2. Secure insulation without vapor barrier with staples, tape, or wires. 3. Install without sag on underside of ductwork. Use mechanical fasteners to prevent sagging. Secure insulation with mechanical fasteners on 15 inch centers maximum, on bottom and side of ductwork with dimension exceeding 20 inches. Seal vapor barrier penetrations by mechanical fasteners with vapor barrier adhesive. Stop and point insulation around access doors and damper operators to allow operation without disturbing wrapping. 4. Maximum 25% compression. 3.3 SCHEDULE - DUCTWORK DUCTWORK TYPE INSULATION THICKNESS FINISH Exhaust & Relief Ducts Within 10 ft. of Exterior Openings K 1" FSK Outside Air Intake Ducts I K I 2" I CANVAS Supply Ducts K 1" FSK Exterior Ductwork O 2" FSK END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT HVAC INSULATION PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 230700-4 SECTION 23 3100 - HVAC DUCTS AND CASINGS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Duct Materials. 2. Casings. 3. Ductwork Fabrication. 1.2 RELATED SECTIONS A. Section 23 0500 - Common Work Results for HVAC B. Section 23 0700 - HVAC Insulation 1.3 REFERENCES A. ASTM International: 1. ASTM A90/A90M - Standard Test Method for Weight Mass of Coating on Iron and Steel Articles with Zinc or Zinc -Alloy Coatings. 2. ASTM A167 - Standard Specification for Stainless and Heat -Resisting Chromium -Nickel Steel Plate, Sheet, and Strip. 3. ASTM A568/A568M - Standard Specification for Steel, Sheet, Carbon, and High -Strength, Low -Alloy, Hot -Rolled and Cold -Rolled, General Requirements for. 4. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc -Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process. 5. ASTM A1008/A1008M - Standard Specification for Steel, Sheet, Cold -Rolled, Carbon, Structural, High -Strength Low -Alloy and High -Strength Low -Alloy with Improved Formability. 6. ASTM A1011/A1011M - Standard Specification for Steel, Sheet and Strip, Hot -Rolled, Carbon, Structural, High -Strength Low -Alloy and High -Strength Low -Alloy with Improved Formability. 7. ASTM B209 - Standard Specification for Aluminum and Aluminum -Alloy Sheet and Plate. 8. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials. B. National Fire Protection Association: 1. NFPA 90A - Standard for the Installation of Air Conditioning and Ventilating Systems. 2. NFPA 90B - Standard for the Installation of Warm Air Heating and Air Conditioning Systems. C. Sheet Metal and Air Conditioning Contractors: KODIAK ISLAND BOROUGH SCHOOL DISTRICT HVAC DUCTS AND CASINGS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 233100-1 1. SMACNA - Fibrous Glass Duct Construction Standards. 2. SMACNA - HVAC Air Duct Leakage Test Manual. 3. SMACNA - HVAC Duct Construction Standard - Metal and Flexible. D. Underwriters Laboratories Inc.: 1. UL 181 - Factory -Made Air Ducts and Connectors. 1.4 DEFINITIONS A. Duct Sizes: Inside clear dimensions. For lined ducts, maintain sizes inside lining. B. Low Pressure: Three pressure classifications: % inch WG positive or negative static pressure and velocities less than 2,000 fpm; 1 inch WG positive or negative static pressure and velocities less than 2,500 fpm and 2 inch WG positive or negative static pressure and velocities less than 2,500 fpm. 1.5 PERFORMANCE REQUIREMENTS A. Variation of duct configuration or sizes other than those of equivalent or lower loss coefficient is not permitted except by written permission. Size round ducts installed in place of rectangular ducts in accordance with ASHRAE table of equivalent rectangular and round ducts. 1.6 SUBMITTALS A. See General Conditions and the General Requirements in Division 01 regarding submittals. B. Product Data: Submit data for duct materials. C. Test Reports: Indicate pressure tests performed. Include date, section tested, test pressure, and leakage rate, following SMACNA HVAC Air Duct Leakage Test Manual. 1.7 CLOSEOUT SUBMITTALS A. Division 01 - Execution and Closeout Requirements: Closeout procedures. B. Project Record Documents: Record actual locations of ducts and duct fittings. Record changes in fitting location and type. Show additional fittings used. 1.8 QUALITY ASSURANCE A. Perform Work in accordance with SMACNA - HVAC Duct Construction Standards - Metal and flexible. B. Construct ductwork to NFPA 90A and NFPA 90B standards. KODIAK ISLAND BOROUGH SCHOOL DISTRICT HVAC DUCTS AND CASINGS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 233100-2 C. Maintain one copy of each document on site. 1.9 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing products specified in this section with minimum three years documented experience. B. Installer: Company specializing in performing Work of this section with minimum three years experience. 1.10 ENVIRONMENTAL REQUIREMENTS A. Division 01 - Product Requirements. B. Do not install duct sealant when temperatures are less than those recommended by sealant manufacturers. C. Maintain temperatures during and after installation of duct sealant. 1.11 FIELD MEASUREMENTS A. Verify field measurements prior to fabrication. 1.12 WARRANTY A. Division 01 - Execution and Closeout Requirements: Product warranties and product bonds. PART 2 - PRODUCTS 2.1 DUCT MATERIALS A. Galvanized Steel Ducts: ASTM A653/A653M galvanized steel sheet, lock -forming quality, having G90 zinc coating of in conformance with ASTM A90/A90M. B. Aluminum Ducts: ASTM B209; aluminum sheet, alloy 3003-1-114. Aluminum Connectors and Bar Stock: Alloy 6061-T6 or of equivalent strength. C. Fasteners: Rivets, bolts, or sheet metal screws. D. Hanger Rod: ASTM A36/A36M; steel; threaded both ends, threaded one end, or continuously threaded. KODIAK ISLAND BOROUGH SCHOOL DISTRICT HVAC DUCTS AND CASINGS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 233100-3 2.2 LOW PRESSURE DUCTWORK FABRICATION A. Fabricate and support rectangular ducts in accordance with SMACNA HVAC Duct Construction Standards - Metal and Flexible and ASHRAE handbooks, except as indicated. Provide duct material, gages, reinforcing, and sealing for operating pressures indicated. B. Size round ducts installed in place of rectangular ducts in accordance with ASHRAE table of equivalent rectangular and round ducts. No variation of duct configuration or sizes permitted except by written permission. C. Construct T's, bends, and elbows with minimum radius 1-1/2 times centerline duct width. Where not possible and where rectangular elbows are used, provide airfoil turning vanes. Where acoustical lining is indicated, furnish turning vanes of perforated metal with glass fiber insulation. D. Increase duct sizes gradually, not exceeding 15 degrees divergence wherever possible; maximum 30° divergence upstream of equipment and 45°convergence downstream. E. Fabricate continuously welded round and oval duct fittings two gages heavier than duct gages indicated in SMACNA Standard. Minimum 4 inch cemented slip joint, brazed or electric welded. Prime coat welded joints. F. Provide easements where low pressure ductwork conflicts with piping and structure. Where easements exceed 10 percent duct area, split into two ducts maintaining original duct area. G. Use crimp joints with or without bead for joining round duct sizes 12" and smaller with crimp in direction of airflow. H. Use double nuts and lock washers on threaded rod supports. PART 3 - EXECUTION 3.1 EXAMINATION A. Division 01 - Administrative Requirements: Coordination and project conditions. B. Verify sizes of equipment connections before fabricating transitions. 3.2 INSTALLATION A. Install and seal ducts in accordance with SMACNA HVAC Duct Construction Standards - Metal and Flexible. B. During construction, install temporary closures of metal or taped polyethylene on open ductwork to prevent construction dust from entering ductwork system. KODIAK ISLAND BOROUGH SCHOOL DISTRICT HVAC DUCTS AND CASINGS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 233100-4 C. Use crimp joints with or without bead or beaded sleeve couplings for joining round duct sizes 12" and smaller. D. Install duct hangers and supports in accordance with Section 23 0500. E. Use double nuts and lock washers on threaded rod supports. 3.3 SCHEDULES A. Ductwork Material Schedule: Air System Material Return and Relief Steel Exhaust Steel Outside Air Intake Steel END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT HVAC DUCTS AND CASINGS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 233100-5 SECTION 23 3300 - AIR DUCT ACCESSORIES PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Duct Access Doors. 2. Flexible Duct Connections. 3. Duct Test Holes. 4. Flexible Duct Connections. 5. Insulated Control Dampers. 1.2 RELATED SECTIONS A. Section 23 0923 - Direct -Digital Control System for HVAC: Execution and Product requirements for connection and control of Combination Smoke and Fire Dampers for placement by this section. C. Section 23 0953 - Pneumatic and Electric Control System for HVAC: Execution and Product requirements for connection and control of Combination Smoke and Fire Dampers for placement by this section. D. Section 23 3100 - HVAC Ducts and Casings: Requirements for duct construction and pressure classifications. E. Division 26 - Equipment Wiring Connections: Execution requirements for connection of electrical Combination Smoke and Fire Dampers specified by this section. 1.3 REFERENCES A. Air Movement and Control Association International, Inc.: 1. AMCA 500 - Test Methods for Louvers, Dampers, and Shutters. B. ASTM International: 1. ASTM E1- Standard Specification for ASTM Thermometers. C. National Fire Protection Association: 1. NFPA 90A - Standard for the Installation of Air Conditioning and Ventilating Systems. D. Sheet Metal and Air Conditioning Contractors: 1. SMACNA - HVAC Duct Construction Standard - Metal and Flexible. KODIAK ISLAND BOROUGH SCHOOL DISTRICT AIR DUCT ACCESSORIES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT23 3300 -1 1.4 SUBMITTALS A. Division 01- Submittal Procedures: Submittal procedures. B. Shop Drawings: Indicate for shop fabricated assemblies including volume control dampers and duct access doors. C. Product Data: Submit data for shop fabricated assemblies and hardware used. D. Product Data: Submit for the following. Include where applicable electrical characteristics and connection requirements. 1. Flexible duct connections. 2. Duct access doors. 3. Duct test holes. 4. Insulated Control Dampers. E. Manufacturer's Installation Instructions: Submit for Fire and Combination Smoke and Fire Dampers. F. Manufacturer's Certificate: Certify products meet or exceed specified requirements. 1.5 CLOSEOUT SUBMITTALS A. Division 01- Execution and Closeout Requirements: Closeout procedures. B. Project Record Documents: Record actual locations of access doors and test holes. C. Operation and Maintenance Data: Submit for Combination Smoke and Fire Dampers. 1.6 QUALITY ASSURANCE A. Dampers tested, rated and labeled in accordance with the latest UL requirements. B. Damper pressure drop ratings based on tests and procedures performed in accordance with AMCA 500. C. Maintain one copy of each document on site. 1.7 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing products specified in this section with minimum three years [documented] experience. 1.8 DELIVERY, STORAGE, AND HANDLING A. Division 01- Product Requirements: Product storage and handling requirements. KODIAK ISLAND BOROUGH SCHOOL DISTRICT AIR DUCT ACCESSORIES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT23 3300 - 2 B. Protect dampers from damage to operating linkages and blades. C. Delivery: Deliver materials to site in manufacturer's original, unopened containers and packaging, with labels clearly indicating manufacturer and material. D. Storage: Store materials in a dry area indoor, protected from damage. E. Handling: Handle and lift dampers in accordance with manufacturer's instructions. Protect materials and finishes during handling and installation to prevent damage. 1.9 FIELD MEASUREMENTS A. Verify field measurements prior to fabrication. 1.10 COORDINATION A. Division 01- Administrative Requirements: Coordination and project conditions. B. Coordinate Work where appropriate with building control Work. 1.11 WARRANTY A. Division 01- Execution and Closeout Requirements: Product warranties and product bonds. 1.12 EXTRA MATERIALS A. Division 01- Execution and Closeout Requirements: Spare parts and maintenance products. B. Furnish two of each size and type of fusible link. 1.13 COMPLETION REQUIREMENTS A. In accordance with the General Conditions and the General Requirements in Division 01, Project Closeout; before acceptance and final payment, the Contractor shall furnish: 1. Accurate project record drawings, shown in red ink on prints, showing all changes from the original plans made during installation of the work. 2. Contractors One Year Warranty. 3. All Manufacturers' Guarantees. 4. Operation and Maintenance Manuals. KODIAK ISLAND BOROUGH SCHOOL DISTRICT AIR DUCT ACCESSORIES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT23 3300 - 3 PART 2 - PRODUCTS 2.1 DUCT ACCESS DOORS A. Manufacturers: 1. Duro-Dyne. 2. Ruskin. 3. Nailor. 4. Substitutions: General Conditions of the Contract - Product Requirements. B. Fabricate in accordance with SMACNA HVAC Duct Construction Standards and as indicated. C. Review locations prior to fabrication. D. Fabricate rigid and close -fitting doors of galvanized steel with sealing gaskets and quick fastening locking devices. For insulated ductwork, install minimum one inch thick insulation with sheet metal cover. E. Access doors smaller than 12 inches square may be secured with sash locks. F. Provide two hinges and two sash locks for sizes up to 18 inches square, three hinges and two compression latches with outside and inside handles for sizes up to 24 x 48 inches. Provide an additional hinge for larger sizes. G. Access doors with sheet metal screw fasteners are not acceptable. 2.2 FLEXIBLE DUCT CONNECTIONS A. Manufacturers: 1. Duro-Dyne. 2. Substitutions: Division 01- Product Requirements. [Not Permitted]. B. Fabricate in accordance with SMACNA HVAC Duct Construction Standards, and as indicated. C. UL listed fire -retardant neoprene coated woven glass fiber fabric to NFPA 90A, minimum density 20 oz. per sq. yd., approximately 3 inches wide, crimped into metal edging strip. D. Leaded vinyl sheet, minimum 0.55 inch thick, 0.87 lbs. per sq. ft., 10 dB attenuation in 10 to 10,000 Hz range. 2.3 DUCT TEST HOLES A. Cut or drill temporary test holes in ducts as required. Cap with neat patches, neoprene plugs, threaded plugs, or threaded or twist -on metal caps. B. Permanent test holes shall be factory fabricated, air tight flanged fittings with screw cap. Provide extended neck fittings to clear insulation. KODIAK ISLAND BOROUGH SCHOOL DISTRICT AIR DUCT ACCESSORIES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT23 3300 - 4 2.4 INSULATED CONTROL DAMPERS—ACCEPTABLE MANUFACTURERS A. Manufacturers: 1. Ruskin. 2. Greenheck. 3. Tamco. 4. Substitutions: Division 01— Product Requirements. 2.5 CONTROL DAMPERS A. Thermally Broken Control Dampers: 1. Extruded aluminum damper frame shall not be less than .080" in thickness. Damper frame shall be insulated with polystyrofoam on three sides if "Installed in Duct" type and on four sides if "Flanged to Duct" type. 2. Blades to be extruded aluminum profiles, internally insulated with expanded polyurethane foam and shall be thermally broken. Complete blade shall have an insulating factor of R-2.29 and a temperature index of 55. 3. Blade seals shall be of extruded EPDM. Frame seals shall be of extruded silicone. Seals to be secured in an integral slot within the aluminum extrusions. 4. Linkage hardware shall be installed in the frame side and constructed of aluminum and corrosion - resistant, zinc -plated steel, complete with cup -point trunnion screws for a slip -proof grip. 5. Dampers are to be designed for operation in temperatures ranging between -407 and 1857. 6. Dampers shall be available with either opposed blade action or parallel blade action. Provide opposed blade dampers for modulating damper applications and parallel blade damper action for open/closed damper applications. 7. Leakage shall not exceed 3 cfm/ft2 against 1" w.g. differential static pressure. 8. Pressure drop of a fully open 48" x 48" damper shall not exceed .03" w.g. at 1000. 9. Dampers shall be made to size required without blanking off free area. 10. Dampers shall be available in two mounting types: i.e., "Installed in Duct" or "Flanged to Duct". PART 3 - EXECUTION 3.1 EXAMINATION A. Division 01- Administrative Requirements: Coordination and project conditions. B. Verify rated walls are ready for fire damper installation. C. Verify ducts and equipment installations are ready for accessories. D. Check location of air outlets and inlets and make necessary adjustments in position to conform to architectural features, symmetry, and lighting arrangement. KODIAK ISLAND BOROUGH SCHOOL DISTRICT AIR DUCT ACCESSORIES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT23 3300 - 5 3.2 INSTALLATION A. Install in accordance with NFPA 90A, and follow SMACNA HVAC Duct Construction Standards - Metal and Flexible. Refer to Section 23 3100 for duct construction and pressure class. B. Access Doors: Install access doors at the following locations and as indicated: 1. Spaced every 50 feet of straight duct. 2. Upstream of each elbow. 3. Before and after each duct mounted fan. 4. Before and after each automatic control damper. C. Access Door Sizes: Install minimum 8 x 8 inch size for hand access, 18 x 18 inch size for shoulder access, and as indicated. Review locations prior to fabrication. D. Install temporary duct test holes as required for testing and balancing purposes. Cut or drill in ducts. Cap with neat patches, neoprene plugs, threaded plugs, or threaded or twist -on metal caps. 3.3 FIELD QUALITY CONTROL A. Tests and Inspections: 1. Inspect locations of access doors and verify that purpose of access door can be performed. 3.4 DEMONSTRATION A. Division 01- Execution and Closeout Requirements: Requirements for demonstration and training. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT AIR DUCT ACCESSORIES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT23 3300 - 6 SNUCTION 23 3100 - HVAC PANS EART 4 - GIUNNRAL 1.1 SUMMARY A. Section Includes: 1. Centrifugal square inline fans. B. Related Sections: 1. Section 23 0500 - Common Work Results for HVAC. 2. Section 23 0593 - Testing, Adjusting and Balancing. 3. Section 23 0700 - HVAC Insulation. 4. Section 23 3100 - HVAC Ducts and Casings. 5. Section 23 3300 - Air Duct Accessories. 6. Division 26 - Equipment Wiring Connections: Execution and product requirements for connecting equipment specified by this section. 1.2 REFERENCES A. American Bearing Manufacturers Association: 1. ABMA 9 - Load Ratings and Fatigue Life for Ball Bearings. 2. ABMA 11- Load Ratings and Fatigue Life for Roller Bearings. B. Air Movement and Control Association International, Inc.: 1. AMCA 99 - Standards Handbook. 2. AMCA 204 - Balance Quality and Vibration Levels for Fans. 3. AMCA 210 - Laboratory Methods of Testing Fans for Aerodynamic Performance Rating. 4. AMCA 300 - Reverberant Room Method for Sound Testing of Fans. 5. AMCA 301 - Methods for Calculating Fan Sound Ratings from Laboratory Test Data. C. National Electrical Manufacturers Association: 1. NEMA MG 1 - Motors and Generators. 2. NEMA 250 - Enclosures for Electrical Equipment (1000 Volts Maximum). D. Underwriters Laboratories Inc.: 1. UL 705 - Power Ventilators. 1.3 SUBMITTALS A. Submit shop drawings and product data under provisions of 23 0500 Common Work Results for HVAC. B. Shop Drawings: Indicate size and configuration of fan assembly, mountings, weights, ductwork and accessory connections. KODIAK ISLAND BOROUGH SCHOOL DISTRICT HVAC PANS EIVfI%SON PAW IUNTARF SCHOOL ROOP RNELACK IUNT 233100-4 C. Product Data: Submit data on each type of fan and include accessories, fan curves with specified operating point plotted, power, RPM, sound power levels for both fan inlet and outlet at rated capacity, electrical characteristics and connection requirements. D. Manufacturer's Installation Instructions: Submit fan manufacturer's instructions. E. Manufacturer's Certificate: Certify products meet or exceed specified requirements. 1.4 CLOSEOUT SUBMITTALS A. Submit shop drawings and product data under provisions of 23 0500 Common Work Results for HVAC. B. Operation and Maintenance Data: Submit instructions for lubrication, motor and drive replacement, spare parts list, and wiring diagrams. 1.5 QUALITY ASSURANCE A. Performance Ratings: Conform to AMCA 210 and bear AMCA Certified Rating Seal. B. Sound Ratings: AMCA 301, tested to AMCA 300 and bear AMCA Certified Sound Rating Seal] C. UL Compliance: UL listed and labeled, designed, manufactured, and tested in accordance with UL 705. D. Balance Quality: Conform to AMCA 204. E. Energy Recovery Unit Wheel Energy Transfer Rating: Meet ARI 1060. 1.6 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing products specified in this section with minimum three years experience. B. Installer: Company specializing in performing Work of this section with minimum years experience. 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Division 01 in factory -fabricated protective containers, with factory -installed shipping skids and lifting lugs. B. Protect motors, shafts, and bearings from weather and construction dust. C. Protect motors, shafts, and bearings from weather and construction dust. KODIAK ISLAND BOROUGH SCHOOL DISTRICT HVAC PANS ENfI%SON PAW NNTARF SCHOOL ROOP RNELACK NNT 233100-2 1.8 FIELD MEASUREMENTS A. Verify field measurements prior to fabrication. 1.9 WARRANTY A. Provide warranty under provisions of Division 01: Product warranties and product bonds. B. Furnish five year manufacturer's warranty for fans. EART 2 - ERODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Greenheck Corp. B. Loren Cook Company. C. Twin City. D. Substitutions: Under provisions of Division 01. 2.2 GENERAL A. Fans used shall not decrease motor size, increase noise level, or increase tip speed by more than 10 percent, or increase inlet air velocity by more than 20 percent, from specified criteria. Fans shall be capable of accommodating static pressure variations of plus or minus 10 percent. B. Base performance on sea level conditions unless otherwise noted. C. Statically and dynamically balance fans to eliminate vibration or noise transmission to occupied areas. 2.3 SQUARE INLINE FANS A. Product Description: Direct drive with galvanized steel housing, integral inlet cone, removable access doors on 3 sides, inlet and outlet duct collar, gravity backdraft damper in discharge, horizontal hanging brackets. B. Fan Wheel: Backward inclined centrifugal type, aluminum construction. C. Motor: Totally enclosed fan cooled, Electronically commutated variable speed. D. Bearings: ABMA 9 life at 200,000 hours. KODIAK ISLAND BOROUGH SCHOOL DISTRICT HVAC PANS ENfI%SON PAW NNTARF SCHOOL ROOP RNELACK HINT 233100-3 E. Accessories: 1. Motor cover. 2. Flexible duct connector. 3. Flanged inlet/outlet. 4. Disconnect Switch: Factory wired, NEMA ICS 2, AC general purpose Class A, manually operated unit with number of poles as required by the load served, full -voltage controller for thermal overload protected NEMA Type 311 enclosure. EART 3 - UKUTION 3.1 EXAMINATION A. Verify roof curbs are installed and dimensions are as instructed by manufacturer. 3.2 PREPARATION A. Coordinate with other trades for installation of oof curbs. Refer to requirements of Division 07 for installation. 3.3 INSTALLATION A. Suspended Cabinet Fans: Install flexible connections specified in Section [23 3300] between fan and ductwork. Ensure metal bands of connectors are parallel with minimum one inch flex between ductwork and fan while running. B. Provide backdraft dampers on outlet from cabinet and ceiling fans and as indicated on Drawings. C. Install backdraft dampers on discharge of exhaust fans. Refer to Section 23 3300. 3.4 MANUFACTURER'S FIELD SERVICES A. Division 01 - Quality Requirements: Requirements for manufacturer's field services. B. Furnish services of factory trained representative for minimum of one day to start-up, calibrate controls, and instruct Owner on operation and maintenance. 3.5 CLEANING A. Vacuum clean inside of fan cabinet. 3.6 DEMONSTRATION A. Demonstrate fan operation and maintenance procedures. KODIAK ISLAND BOROUGH SCHOOL DISTRICT HVAC PANS ENfNRSON PAW NNTARF SCHOOL ROOP RNELACK HINT 233100-1 3.7 PROTECTION OF FINISHED WORK A. Do not operate fans for until ductwork is clean, filters in place, bearings lubricated, and fan has been test run under observation. NND OP SI CTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT HVAC PANS EN NRSON rAIW NNTARF SCHOOL ROOP RNELACW NNT 233100-5 SECTION 26 05 00 - COMMON WORK RESULTS FOR ELECTRICAL PART 1 - GENERAL 1.1 WORK INCLUDED A. General Requirements specifically applicable to Division 26. 1.2 RELATED WORK A. The Work under this section is subject to requirements of the Contract Documents including the General Conditions and Supplementary Conditions within Section 10 — Standard General Provisions. 1.3 WORK SEQUENCE A. Construct Work in sequence under provisions of Division 10 Standard General Provisions. 1.4 COORDINATION A. Coordinate the Work specified in this Division under provisions of Division 10 Standard General Provisions. B. Prepare drawings showing proposed rearrangement of Work to meet job conditions, including changes to Work specified under other Sections. Obtain permission of Architect prior to proceeding. 1.5 REFERENCES A. ANSI/NFPA 70 - National Electrical Code, latest adopted edition including all state and local amendments. B. NECA - Standard of Installation. 1.6 REGULATORY REQUIREMENTS A. Conform to ANSI/NFPA 70. B. Conform to the latest adopted edition of the International Building Code and the International Fire Code including all state and local amendments thereto. C. Obtain electrical permits, plan review, and inspections from authority having jurisdiction. KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR ELECTRICAL PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260500-1 1.7 SUBMITTALS A. Submit inspection and permit certificates under provisions of Division 10 Standard General Provisions. B. Include certificate of final inspection and acceptance from authority having jurisdiction. C. Submittal review is for general design and arrangement only and does not relieve the Contractor from any requirements of Contract Documents. Submittal not checked for quantity, dimension, fit or proper operation. Where deviations of substitute product or system performance have not been specifically noted in the submittal by the Contractor, provisions of a complete and satisfactory working installation is the sole responsibility of the Contractor. D. In addition to requirements referenced in Division 10 Standard General Provisions, the following is required for work provided under this division of the specification. 1. Provide material and equipment submittals containing complete listings of material and equipment shown on Electrical Drawings and specified herein, in electronic .pdf format separate from work furnished under other divisions. Index and clearly identify all material and equipment by item, name or designation used on drawings and in specifications. 2. Submit only pages which are pertinent; mark each copy of standard printed data to identify pertinent products, referenced to Specification Section and Article number. Show reference standards, performance characteristics, and capacities; wiring diagrams and controls; component parts; finishes; dimensions; and required clearances. 3. Modify manufacturer's standard schematic drawings and diagrams to supplement standard information and to provide information specifically applicable to the work. Delete information not applicable. 4. Review submittals prior to transmittal; determine and verify field measurements, field construction criteria, manufacturer's catalog numbers, and conformance of submittal with requirements of Contract Documents. 5. Coordinate submittals with requirements of work and of Contract Documents. 6. Sign or initial each sheet of shop drawings and product data, and each sample label to certify compliance with requirements of Contract Documents. Notify Architect/Engineer in writing at time of submittal, of any deviations from requirements of Contract Documents. 7. Do not fabricate products or begin work which requires submittals until return of submittal with Architect/Engineer acceptance. 8. Equipment scheduled by manufacturer's name and catalog designations, manufacturer's published data and/or specification for that item, in effect on bid date, are considered part of this specification. Approval of other manufacturer's item proposed is contingent upon compliance therewith. 9. Submittals for Division 26 shall be complete and submitted at one time. Unless given prior approval, partial submittals will be returned unreviewed. KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR ELECTRICAL PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260500-2 1.8 SUBSTITUTIONS A. In accordance with the General Conditions and the General Requirements, Substitution and Product Options, all substitute items must fit in the available space, and be of equal or better quality including efficiency performance, size, and weight, and must be compatible with existing equipment. 1.9 PROJECT RECORD DRAWINGS A. Maintain project record drawings in accordance with Division 10 Standard General Provisions. B. In addition to the other requirements, mark up a clean set of drawings as the work progresses to show the dimensioned location and routing of all electrical work which will become permanently concealed. Show routing of work in permanently concealed blind spaces within the building. Show complete routing and sizing of any significant revisions to the systems shown. C. Record drawing field mark-ups shall be maintained on-site and shall be available for examination of the Owner's Representative at all times. 1.10 DEMONSTRATION OF ELECTRICAL SYSTEMS A. During substantial completion inspection: 1. Conduct operating test for approval under provisions of Division 10 Standard General Provisions. 2. Demonstrate installation to operate satisfactorily in accordance with requirements of Contract Documents. 3. Should any portion of installation fail to meet requirements of Contract Documents, repair or replace items failing to meet requirements until items can be demonstrated to comply. 4. Have instruments available for measuring voltage and current values, and for demonstration of continuity, grounds, or open circuit conditions. 5. Provide personnel to assist in taking measurements and making tests. 1.11 DRAWINGS A. Drawings are diagrammatic; not intended to show all features of work. Install material not dimensioned on drawings in a manner to provide a symmetrical appearance. Do not scale drawings for exact equipment locations. Field verification of dimensions, locations and levels is directed. KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR ELECTRICAL PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260500-3 PART 2 - PRODUCTS 2.1 MATERIALS AND EQUIPMENT A. All Materials and Equipment shall be new and shall be listed by Underwriter's Laboratories or equivalent third party listing agency for the use intended. B. Materials and Equipment shall be acceptable to the authority having jurisdiction as suitable for the use intended when installed per listing and labeling instructions. C. No materials or equipment containing asbestos in any form shall be used. Where materials or equipment provided by this Contractor are found to contain asbestos such items shall be removed and replaced with non -asbestos containing materials and equipment at no cost to the Owner. D. In describing the various items of equipment, in general, each item will be described singularly, even though there may be numerous similar items. PART 3 - EXECUTION 3.1 WORKMANSHIP A. Install Work using procedures defined in NECA Standard of Installation and/or the manufacturer's installation instructions. 3.2 TESTS A. Notify Owner at least 72 hours prior to conducting any tests. B. Perform tests required by other sections of these specifications. C. Perform all tests in the presence of the Owner's authorized representative. 3.3 PENETRATIONS OF FIRE BARRIERS A. All holes or voids created to extend electrical systems through fire rated floors, walls or ceiling shall be sealed with an asbestos -free intumescent fire stopping material capable of expanding 8 to 10 times when exposed to temperatures 2502 F or higher. B. Materials shall be suitable for the fire stopping of penetrations made by steel, glass, plastic and shall be capable of maintaining an effective barrier against flame, smoke and gases in compliance with the requirements of ASTM E814 and UL 1479. KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR ELECTRICAL PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260500-4 C. The rating of the fire stops shall be the same as the time -rated floor, wall or ceiling assembly. D. Install fire stopping materials in accordance with the manufacturer's instructions. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT COMMON WORK RESULTS FOR ELECTRICAL PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260500-5 SECTION 26 05 05 - SELECTIVE DEMOLITION FOR ELECTRICAL PART 1 - GENERAL 1.1 WORK INCLUDED A. Electrical demolition. 1.2 RELATED WORK A. The Work under this section is subject to requirements of the Contract Documents including the General Conditions and Supplementary Conditions within Section 10 — Standard General Provisions. B. Section 26 0500 — Common Work Results for Electrical. PART 2 - PRODUCTS 2.1 MATERIALS AND EQUIPMENT A. Materials and equipment for patching and extending work: As specified in individual Sections. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify field measurements and circuiting arrangements are as shown on Drawings. B. Verify that abandoned wiring and equipment serve only abandoned facilities. C. Demolition Drawings are based on a non-destructive walk-through of the facility and existing record documents. Report discrepancies to Architect/Engineer before disturbing existing installation. D. Beginning of demolition means installer accepts existing conditions. 3.2 PREPARATION A. Provide temporary wiring and connections to maintain existing systems in service during construction. When work must be performed on energized equipment or circuits, use personnel experienced in such operations. KODIAK ISLAND BOROUGH SCHOOL DISTRICT SELECTIVE DEMOLITION FOR ELECTRICAL PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260505-1 3.3 DEMOLITION AND EXTENSION OF EXISTING ELECTRICAL WORK A. Demolish and extend existing electrical work under provisions of Division 10 Standard General Provisions and this Division. B. Where equipment to be demolished is connected to a circuit or sharing conduit with existing equipment to remain, only demolish the portion of the circuit which is no longer required. Provide junction boxes, wiring, splices, etc. as required to maintain the portion of the system scheduled to remain. C. Remove, relocate, and extend existing installations to accommodate new construction. D. Remove abandoned wiring to source of supply. E. Remove exposed abandoned conduit, including abandoned conduit above accessible ceiling finishes. Cut conduit flush with walls and floors, and patch surfaces. F. Remove exposed abandoned wire and cable, including abandoned wire and cable above accessible ceiling finishes. Patch and paint surfaces where removed cables pass through building finishes that are existing to remain. G. Disconnect and remove electrical devices and equipment serving utilization equipment that has been removed. H. Repair adjacent construction and finishes damaged during demolition and extension work. T - bar ceiling tiles damaged under normal construction conditions or having voids where junction boxes were removed shall be replaced by the Contractor. Maintain access to existing electrical installations which remain active. Extend existing installations using materials and methods as specified. 3.4 CLEANING AND REPAIR A. Clean and repair existing materials and equipment which remain or are to be reused. B. Panelboards: Clean exposed surfaces and check tightness of electrical connections. Replace damaged circuit breakers and provide closure plates for vacant positions. Provide typed circuit directory showing revised circuiting arrangement. 3.5 INSTALLATION A. Install relocated materials and equipment under the provisions of Division 10 Standard General Provisions. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT SELECTIVE DEMOLITION FOR ELECTRICAL PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260505-2 SECTION 26 05 19 - LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES PART1- GENERAL 1.1 WORK INCLUDED A. Building wire. B. Cable. C. Wiring connections and terminations. 1.2 RELATED WORK A. The Work under this section is subject to requirements of the Contract Documents including the General Conditions and Supplementary Conditions within Section 10 — Standard General Provisions. B. 26 0500 — Common Work Results for Electrical. 1.3 REFERENCES A. ANSI/NEMA WC 70-2009 — Power Cables Rated 2000 Volts or Less for the Distribution of Electrical Energy. 1.4 SUBMITTALS A. Submittals not required for this section. PART 2 - PRODUCTS 2.1 BUILDING WIRE A. Thermoplastic -insulated Building Wire: NEMA WC 70. B. Feeders and Branch Circuits Larger Than 6 AWG: Copper, stranded conductor, 600 volt insulation, THW, THHN/THWN or XHHW-2 as indicated. C. Feeders and Branch Circuits 6 AWG and Smaller: Copper conductor, 600 volt insulation, THHN/THWN or XHHW-2. 6, 8, and 10 AWG, stranded conductor; smaller than 10 AWG, solid conductor. LOW -VOLTAGE ELECTRICAL POWER KODIAK ISLAND BOROUGH SCHOOL DISTRICT CONDUCTORS AND CABLES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260519-1 D. Branch Circuit Wire Color Code: 1. Color code wires by line or phase as follows: a. Black, red, blue, and white for 120/208V systems. b. Brown, orange, yellow, and gray for 277/480V systems. 2. For conductors 8 AWG and smaller, insulation shall be colored. 3. When two or more neutrals are installed in one conduit, identify each with the proper circuit number in accordance with Section 26 0553. 4. Grounding conductors 8 AWG and smaller shall have green colored insulation. E. Control Circuits: Copper, stranded conductor 600 volt insulation, XHHW-2. 2.2 REMOTE CONTROL AND SIGNAL CABLE A. Control Cable for Class 1 Remote Control and Signal Circuits: Copper conductor, 600 volt insulation, rated 902 C, individual conductors twisted together, shielded, and covered with an overall PVC jacket; UL listed. B. Control Cable for Class 2 or Class 3 Remote Control and Signal Circuits: Copper conductor, 300 volt insulation, rated 902 C, individual conductors twisted together, shielded or unshielded (as required), and covered with a PVC jacket; UL listed. C. Plenum Cable for Class 2 or Class 3 Remote Control and Signal Circuits: Copper conductor, 300 volt insulation, rated 902 C, individual conductors twisted together, shielded or unshielded (as required), and covered with a nonmetallic jacket; UL listed for use in air handling ducts, hollow spaces used as ducts, and plenums. 2.3 WIRING CONNECTIONS AND TERMINATIONS A. For conductors 8 AWG and smaller: 1. Dry interior areas: Spring wire connectors, pre -insulated "twist -on" rated 105 degrees C per UL 468C. Where stranded conductors are terminated on screw type terminals, install crimp insulated fork or ring terminals. Thomas & Betts Sta-Kon or equal. 2. Motor connections: Spring wire connectors, pre -insulated "twist -on" rated 105 degrees C per UL 468C. Provide a minimum of 8 wraps of Scotch 33+ electrical tape around conductors and connector to eliminate connector back off. 3. Wet or exterior: Spring wire connectors, pre -insulated "twist -on", resin filled rated for direct burial per UL 486D. PART 3 - EXECUTION 3.1 GENERAL WIRING METHODS A. Use no wire smaller than 12 AWG for power and lighting circuits, and no smaller than 18 AWG for control wiring. LOW -VOLTAGE ELECTRICAL POWER KODIAK ISLAND BOROUGH SCHOOL DISTRICT CONDUCTORS AND CABLES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260519-2 B. Use 10 AWG conductor for 20 ampere, 120 volt branch circuit home runs longer than 75 feet. C. Splice only in junction or outlet boxes. D. Neatly train and lace wiring inside boxes, equipment, and panelboards. E. Do not share neutral conductors. Provide a dedicated neutral conductor for each branch circuit that requires a neutral. 3.2 WIRING INSTALLATION IN RACEWAYS A. Pull all conductors into a raceway at the same time. Use UL listed wire pulling lubricant for pulling 4 AWG and larger wires. B. Conductors shall be carefully inspected for insulation defects and protected from damage as they are installed in the raceway. Where the insulation is defective or damaged, the cable section shall be repaired or replaced at the discretion of the Owner and at no additional cost to the Owner. C. Place an equal number of conductors for each phase of a circuit in same raceway or cable. D. Route conductors from each system in independent raceway system and not intermix in the same raceway, enclosure, junction box, wireway, or gutter as another system unless otherwise shown on the plans. E. No more than three current carrying conductors shall be installed in any homerun unless otherwise indicated on the drawings. F. Completely and thoroughly swab raceway system before installing conductors. 3.3 CABLE INSTALLATION A. Provide protection for exposed cables where subject to damage. B. Support cables above accessible ceilings; do not rest on ceiling tiles. Use spring metal clips or cable ties to support cables from structure. Do not support cables from ceiling suspension system. Include bridle rings or drive rings. C. Use suitable cable fittings and connectors. D. Route UTP telecommunications cables in 1" minimum conduit where exposed. Cables routed above accessible ceilings can be routed exposed and supported with standard J -Hooks at intervals not exceeding 4 -feet. E. Do not exceed manufacturer's recommended pull tensions. LOW -VOLTAGE ELECTRICAL POWER KODIAK ISLAND BOROUGH SCHOOL DISTRICT CONDUCTORS AND CABLES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260519-3 3.4 WIRING CONNECTIONS AND TERMINATIONS A. Splice only in accessible junction boxes. B. Thoroughly clean wires before installing lugs and connectors. C. Make splices, taps and terminations to carry full ampacity of conductors without perceptible temperature rise. D. Terminate spare conductors with wire nuts. E. Control systems wiring in conjunction with mechanical or miscellaneous equipment, including motor control center, switchboards, etc., to be identified in accordance with wiring diagrams furnished with equipment. F. Code control and signal systems wiring and any special equipment in accordance with manufacturer's diagrams or recommendations. 3.5 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Division 10 Standard General Provisions. B. Inspect wire and cable for physical damage and proper connection. C. Torque conductor connections and terminations to manufacturer's recommended values. D. Perform continuity test on all power and equipment branch circuit conductors. Verify proper phasing connections. 3.6 WIRE AND CABLE INSTALLATION SCHEDULE A. All Locations: Building wire and/or remote control and signal cable in raceways. END OF SECTION LOW -VOLTAGE ELECTRICAL POWER KODIAK ISLAND BOROUGH SCHOOL DISTRICT CONDUCTORS AND CABLES PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260519-4 SECTION 26 05 26 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS PART 1 -GENERAL 1.1 WORK INCLUDED A. Power system grounding. B. Electrical equipment and raceway grounding and bonding. 1.2 RELATED WORK A. The Work under this section is subject to requirements of the Contract Documents including the General Conditions and Supplementary Conditions within Section 10 — Standard General Provisions. B. Section 26 0500 — Common Work Results for Electrical. C. Section 26 0519 — Low Voltage Electrical Power and Conductors and Cables. 1.3 REFERENCE STANDARDS A. ANSI/NFPA 70 — National Electrical Code. B. ASTM B 3 — Standard Specification for Soft or Annealed Copper Wire. C. IEEE Std 142 — Recommended Practice for Grounding of Industrial and Commercial Power System. D. UL 467 — Standard for Grounding and Bonding Equipment. 1.4 SYSTEM DESCRIPTION A. Provide an extension to the existing grounding system for equipment and systems as required by State Codes, NEC, applicable portions of other NFPA codes, and as indicated herein. 1.5 SUBMITTALS A. Submittals not required for this section. 1.6 COORDINATIONS A. Division 10 Standard General Provisions: Requirements for Coordination. KODIAK ISLAND BOROUGH SCHOOL DISTRICT GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260526-1 PART 2 - PRODUCTS 2.1 MATERIALS A. Bonding Conductors: Solid bare copper wire for sizes No. 8 AWG and smaller diameter. Conductors may be insulated conductors if used provide green insulation. B. Grounding Conductors: Copper conductor bare or green insulated. C. Mechanical Grounding and Bonding Connectors: Non-reversible crimp type lugs only. Use factory made compression lug for all terminations. PART 3 - EXECUTION 3.1 INSTALLATION A. Provide a separate, insulated equipment -grounding conductor in all feeder and branch circuits. Terminate each end on a grounding lug, bus, or bushing. Multiple conductors on single lug not permitted. Each grounding conductor shall terminate on its own terminal lug. B. Bond together exposed non-current carrying metal parts of electrical equipment, metal raceway systems, grounding conductor in raceways and cables, receptacle ground connectors, and plumbing systems. C. Grounding conductors for branch circuits shall be sized in accordance with NEC, except minimum size grounding conductor shall be No. 12 AWG. D. Grounding conductor is in addition to neutral conductor and in no case shall neutral conductor serve as grounding means. 3.2 FIELD QUALITY CONTROL A. Inspect grounding and bonding system conductors and connections for tightness and proper installation. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260526-2 SECTION 26 05 29 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS PART 1 -GENERAL 1.1 WORK INCLUDED A. Conduit and equipment supports. B. Fastening hardware. 1.2 RELATED WORK A. The Work under this section is subject to requirements of the Contract Documents including the General Conditions and Supplementary Conditions within Section 10 — Standard General Provisions. B. Section 26 0500 — Common Work Results for Electrical. C. Section 26 0533 — Raceway and Boxes for Electrical Systems. 1.3 REFERENCES A. International Building Code (IBC), Chapter 16 — Structural Design. 1.4 SUBMITTALS A. Submittals not required for this section. 1.5 QUALITY ASSURANCE A. Support systems shall be adequate for weight of equipment and conduit, including wiring, which they carry. PART 2 - PRODUCTS 2.1 CONDUIT SUPPORTS A. Hanger Rods: Threaded high tensile strength galvanized carbon steel with free running threads. B. Beam Clamps: Malleable Iron, with tapered hole in base and back to accept either bolt or hanger rod. Set screw: hardened steel. KODIAK ISLAND BOROUGH SCHOOL DISTRICT HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260529-1 C. Conduit clamps for trapeze hangers: Galvanized steel, notched to fit trapeze with single bolt to tighten. D. Conduit clamps - general purpose: One -hole galvanized stamped steel or malleable iron for surface mounted conduits. 2.2 FORMED STEEL CHANNEL A. U -Channel Strut: 12 -gauge steel. B. Dry Interior Areas: Zinc or Cadmium -plated. 2.3 SPRING STEEL CLIPS A. "Caddy" spring steel electrical support systems, suitable and listed for use for intended application. B. Provide only where concealed in walls or above ceilings. 2.4 MANUFACTURED SEISMIC RESTRAINT SYSTEMS A. Pre -approved manufactured seismic restraint systems for all seismic support. Systems to be Superstrut seismic restraint system pre -approval No. R-0003 or B -Line pre -approval No. R- 0114. 2.5 SEISMIC SUPPORT WIRE AND CABLE A. #12 gauge ceiling support wire where concealed. Aircraft stainless steel cable where exposed. PART 3 - EXECUTION 3.1 INSTALLATION A. Fasten hanger rods, conduit clamps, and outlet and junction boxes to building structure using precast insert system, expansion anchors, preset inserts, beam clamps, or spring steel clips. B. Use toggle bolts or hollow wall fasteners in hollow masonry partitions and walls; expansion anchors or preset inserts in solid masonry walls; self -drilling anchors or expansion anchor on concrete surfaces; sheet metal screws in sheet metal studs; and wood screws in wood construction. C. Do not support raceways, low voltage pathways, cables, telecommunication pathways or boxes from ceiling suspension wires or suspended ceiling systems. Provide support from building structure independently to allow ceiling removal and replacement without removal of KODIAK ISLAND BOROUGH SCHOOL DISTRICT HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260529-2 electrical system. If dedicated support wires are used, wires and wire clips must be painted or color -coded. D. Do not fasten supports to piping, ductwork, mechanical equipment, conduit, or ceiling suspension system. E. Power -driven fasteners are prohibited for tension load applications (such as supporting luminaries or conduit racks from ceiling above). Use drilled -in expansion anchors, or drilled and screw-in anchors such as Kwik -Con II or Tapcon. F. Do not penetrate by drilling or screwing into metal roof decking. All penetrations into metal roof decking must be approved by the Project Manager in writing. G. Fabricate supports from structural steel or steel channel, rigidly welded or bolted to present a neat appearance. Use hexagon head bolts with spring lock washers under all nuts. H. Install surface -mounted cabinets with a minimum of four anchors. Securely fasten fixtures and equipment to building structure in accordance with manufacturer's recommendations and to provide necessary earthquake anchorage. Provide wall attached fixtures and equipment weighing less than 50 pounds with backing plates of at least 1/8" x 10" sheet steel or 2" x 10" fire retardant treated wood securely built into the structural walls. Submit attachment details of heavier equipment for approval. K. Earthquake Anchorages: 1. Equipment weighing more than 50 pounds shall be adequately anchored to the building structure to resist lateral earthquake forces. 2. Total lateral (earthquake) forces shall be 1.5 times the equipment weight acting laterally in any direction through the equipment center of gravity. Provide adequate backing at structural attachment points to accept the forces involved. L. Replace or repair any fireproofing damaged by the installation of supporting equipment or devices. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260529-3 SECTION 26 05 33 - RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Metal Conduit. B. Flexible Metal Conduit. C. Liquidtight Metal Conduit. D. Electrical Metallic Tubing. E. Fittings and Conduit Bodies. F. Wall and Ceiling Outlet Boxes. G. Pull and Junction Boxes. 1.2 RELATED SECTIONS A. The Work under this section is subject to requirements of the Contract Documents including the General Conditions and Supplementary Conditions within Section 10 — Standard General Provisions. B. Section 26 0500 — Common Work Results for Electrical. C. Section 26 0519 — Low Voltage Electrical Power Conductors and Cables. D. Section 26 0526 — Grounding and Bonding for Electrical Systems. E. Section 26 0529 — Hangers and Supports for Electrical Systems. F. Section 26 0553 — Identification for Electrical Systems. 1.3 REFERENCES A. American National Standards Institute (ANSI): 1. ANSI C80.1 - Rigid Steel Conduit, Zinc Coated. 2. ANSI C80.3 - Electrical Metallic Tubing, Zinc Coated. 3. ANSI C80.5 - Rigid Aluminum Conduit. B. American Society for Testing and Materials (ASTM): KODIAK ISLAND BOROUGH SCHOOL DISTRICT RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260533-1 1. ASTM A 123 — Specification for Zinc Coatings on Products Fabricated from Rolled, Pressed, and Forged Steel Shapes, Plates, Bars and Strip. C. National Electrical Manufacturers Association (NEMA): 1. NEMA FB 1 - Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit and Cable Assemblies. 2. NEMA OS 1 - Sheet -Steel Outlet Boxes, Device Boxes, Covers, and Box Supports. 3. NEMA 250 - Enclosures for Electrical Equipment (1000 Volts Maximum). D. National Fire Protection Association (NFPA): 1. NFPA 70 - National Electrical Code. E. International Building Code (IBC): 1. IBC chapters 16 and 17 seismic requirements. 1.4 RACEWAY AND BOX INSTALLATION SCHEDULE A. Raceway Minimum Size: 1. Above Grade: Provide 1/2 inch minimum, unless otherwise noted. Raceway may be reduced to % inch for final connection of raceway up to 6 feet for connection to fixture or device where maximum conduit entry size is % inch. B. Damp or Wet Interior/Exterior Locations: 1. Raceway: Provide rigid steel conduit or intermediate metal conduit. 2. Boxes and Enclosures: Provide weatherproof malleable iron for branch circuit junction and outlet boxes. Provide weatherproof NEMA 3R sheet metal enclosures for safety and disconnect switches and NEMA 4 sheet metal enclosures with gaskets for motor controllers and control panels. 3. Fittings: Provide galvanized malleable iron with gaskets. Provide Myers threaded hubs for all conduit entries into top and side of sheet metal enclosures. C. Concealed Dry Locations: 1. Raceway: Provide rigid steel conduit, intermediate metal conduit, or electrical metallic tubing. 2. Boxes and Enclosures: Provide sheet -metal boxes. 3. Fittings: Provide galvanized malleable iron and steel. D. Exposed Dry Locations: 1. Raceway: Provide rigid steel conduit or intermediate metal conduit. EMT conduit may be used where it is not subject to physical damage or where installed on the ceiling or a minimum of ten feet above the floor. 2. Boxes and Enclosures: Provide sheet -metal boxes with raised steel covers. 3. Fittings: Provide galvanized malleable iron and steel. 4. Surface Raceway and Boxes. Where specifically noted on the Drawings, provide surface raceway and boxes. E. Equipment Connections: Provide short extensions (three feet maximum) of flexible metal conduit for connections to light fixtures, motors, transformers, vibrating equipment or KODIAK ISLAND BOROUGH SCHOOL DISTRICT RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260533-2 equipment that requires removal for maintenance or replacement. Use Liquidtight flexible conduit and fittings for motors and equipment in damp or wet locations or subject to spilling of liquids as at pumps, kitchen equipment, in mechanical rooms, boiler rooms, pump rooms, etc. F. Liquidtight flexible nonmetallic conduit, electrical nonmetallic tubing, and HDPE are not approved raceway systems for this project. 1.5 DESIGN REQUIREMENTS A. Raceway Minimum Size: 1. Line Voltage Circuits: Raceway is sized on the drawings for copper conductors with 600 - Volt type XHHW insulation, unless otherwise noted. Where a raceway size is not shown on the drawings, it shall be calculated to not exceed the percentage fill specified in the NEC Table 1, Chapter 9 using the conduit dimensions of the NEC Table 4, Chapter 9 and conductor properties of the NEC Table 5, Chapter 9. 2. Fire Alarm, Telecom and other Low -Voltage Circuits: Where installed in raceways, the raceway size shall be calculated to not exceed the percentage fill specified in the NEC Table 1, Chapter 9, using the conduit dimensions of the NEC Table 4, Chapter 9, and cable diameter provided by the manufacturer. B. Box Minimum Size: Provide all boxes sized and configured per NEC Article 370 and as specified in this section. C. Seismic Support: Provide support in accordance with section 26 0529. 1.6 SUBMITTALS A. Submittals are not required for this section. 1.7 DELIVERY, STORAGE, AND HANDLING A. Protect conduit from corrosion and entrance of debris by storing above grade. Provide appropriate covering. PART 2 - PRODUCTS 2.1 RIGID METAL CONDUIT (RMC) A. Rigid Steel Conduit: ANSI C80.1, UL 6. B. Fittings and Conduit Bodies: NEMA FB 1, UL 51413; Galvanized malleable iron with threaded hubs for all conduit entries. Provide threaded connections and couplings only. Set Screw and running thread fittings are not permitted. KODIAK ISLAND BOROUGH SCHOOL DISTRICT RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260533-3 C. Provide insulated throat bushings at all conduit terminations. 2.2 INTERMEDIATE METAL CONDUIT (IMC) A. Product Description: ANSI C80.6, UL 1242; Galvanized Steel Conduit. B. Fittings and Conduit Bodies: NEMA FB 1, UL 51413; use fittings and conduit bodies specified above for rigid steel conduit. C. Provide insulated throat bushings at all conduit terminations. 2.3 FLEXIBLE METAL CONDUIT (FMC) A. Product Description: UL 1, FS WW -C-566; galvanized or zinc -coated flexible steel, full or reduced -wall thickness. B. Fittings and Conduit Bodies: ANSI/NEMA FB 1; steel or malleable iron with insulated throat bushings. Die cast zinc or threaded inside throat fittings are not acceptable. 2.4 LIQUIDTIGHT FLEXIBLE METAL CONDUIT (LFMC) A. Product Description: UL 360, flexible metal conduit with interlocked steel construction and PVC jacket. B. Fittings and Conduit Bodies: ANSI/NEMA FB 1; liquid tight steel or malleable iron with insulated throat bushings. Die cast fittings are not acceptable. 2.5 ELECTRICAL METALLIC TUBING (EMT) A. Product Description: ANSI C80.3, UL 797; galvanized steel tubing. B. Fittings and Conduit Bodies: ANSI/NEMA FB 1; steel or malleable iron, compression type with insulated throat bushings. Zinc die cast, set screw, or indentor fittings are not acceptable. C. Maximum size shall be 2". Provide factory elbows on sizes 1%" and larger. 2.6 RIGID NONMETALLIC CONDUIT (RNC) A. Not approved for use on this project. 2.7 HIGH DENSITY POLYETHYLENE CONDUIT (HDPE) A. Not approved for use on this project. KODIAK ISLAND BOROUGH SCHOOL DISTRICT RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260533-4 2.8 ELECTRICAL NONMETALLIC TUBING (ENT) A. Not approved for use on this project. 2.9 OUTLET BOXES A. Sheet Metal Outlet Boxes: ANSI/NEMA OS 1, UL514A galvanized steel, with plaster ring where applicable. 1. Minimum Size: 4 inches square or octagonal, 1-1/2 inches deep, unless otherwise noted. 2. Luminaire and Equipment Supporting Boxes: Rated for weight of equipment supported; furnish 1/2 inch male fixture studs where required. Minimum Size: 4 inches square or octagonal, 2-1/8 inches deep. B. Cast Boxes: NEMA FB 1, Type FD, galvanized malleable iron. Furnish gasketed cover by box manufacturer. Furnish threaded hubs. "Bell" boxes are not acceptable. 2.10 PULL AND JUNCTION BOXES A. Sheet Metal Pull and Junction Boxes: ANSI/NEMA OS 1, UL514A galvanized steel. 1. Minimum Size: 4 inches square or octagonal, 1-1/2 inches deep, unless otherwise noted. B. Cast Metal Boxes for Outdoor and Wet Location Installations: NEMA 250, Type 4; flat -flanged, surface mounted junction box, UL listed as raintight: 1. Material: Galvanized cast iron. 2. Cover: Furnish with ground flange, neoprene gasket, and stainless steel cover and screws. 2.11 EXPANSION FITTINGS A. Galvanized malleable iron, galvanized with grounding bond jumper. 2.12 BUSHINGS A. Non -grounding: Threaded impact resistant plastic. B. Grounding: Insulated galvanized malleable iron/steel with hardened screw bond to raceway and conductor lug. KODIAK ISLAND BOROUGH SCHOOL DISTRICT RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260533-5 2.13 LOCKNUTS A. Threaded Electro Zinc Plated Steel designed to cut through protective coatings for ground continuity. PART 3 - EXECUTION 3.1 INSTALLATION A. Ground and bond raceway and boxes in accordance with Section 26 0526. B. Provide seismic support and fasten raceway and box supports to structure and finishes in accordance with Section 26 0529. C. Identify raceway and boxes with origin and destination in accordance with Section 26 0553. D. Unless otherwise noted, do not inter -mix conductors from separate panelboards or any other system in the same raceway system or junction boxes. 3.2 INSTALLATION - GENERAL RACEWAY A. Install raceway for all systems, unless otherwise noted. B. Install an equipment grounding conductor inside of all raceways containing line voltage conductors. C. Provide raceways concealed in construction within finished areas unless specifically noted otherwise. Surface route were installed at surface cabinets, motor and equipment connections and in Mechanical and Electrical Equipment rooms. Do not route conduits on roofs, outside of exterior walls, or along the surface of interior finished walls unless specifically noted on the plans. D. Raceway routing and boxes are shown in approximate locations unless dimensioned. Where raceway routing is not denoted, field -coordinate to provide complete wiring system. E. Do not route raceways on floor. Arrange raceway and boxes to maintain a minimum of 6 feet 6 inches of headroom and present a neat appearance. Install raceways level and square to a tolerance of 1/8" per 10 feet. Route exposed raceways and raceways above accessible ceilings parallel and perpendicular to walls, ceiling, and adjacent piping. F. Maintain minimum 6 -inch clearance between raceway and mechanical and piping and ductwork. Maintain 12 -inch clearance between raceway and heat sources such as flues, steam pipes, heating pipes, heating appliances, and other surfaces with temperatures exceeding 104 degrees F. KODIAK ISLAND BOROUGH SCHOOL DISTRICT RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260533-6 G. Do not install raceway imbedded in spray applied fire proofing. Seal raceway penetrations of fire -rated walls, ceilings, floors in accordance with the requirements of Section 26 05 00 and Division 07. H. Where raceway penetrates fire -rated walls and floors, seal opening around conduit with UL listed firestop sealant or intumescent firestop, preserving the fire time rating of the construction. Install in accordance with manufacturer's instructions. Raceways and boxes penetrating vapor barriers or penetrating areas from cold to warm shall be taped and sealed with a non -hardening duct sealing compound to prevent the accumulation of moisture, and shall include a vapor barrier on the outside. Arrange raceway supports to prevent misalignment during wiring installation. Support raceway using coated steel or malleable iron straps, lay -in adjustable hangers, clevis hangers, and split hangers. K. Do not attach raceway to ceiling support wires or other piping systems and do not fasten raceway with wire or perforated pipe straps. Remove all wire used for temporary raceway support during construction, before conductors are pulled. Raceway shall be installed to permit ready removal of equipment, piping, ductwork, or ceiling tiles. L. Group raceway in parallel runs where practical and use conduit rack constructed of steel channel with conduit straps or clamps, as specified in Section 26 05 29. Provide space on each rack for 25 percent additional raceway. M. Cut conduit square; de -burr cut ends. Bring conduit to the shoulder of fittings and couplings and fasten securely. Where locknuts are used, install with one inside box and one outside with dished part against box. N. Use threaded raintight conduit hubs for fastening conduit to cast boxes, and for fastening conduit to sheet metal boxes in damp or wet locations. Sealing locknuts are not acceptable. O. Install no more than the equivalent of three 90 -degree bends between boxes. P. Install conduit bodies to make sharp changes in direction, such as around beams. "Goosenecks" in conduits are not acceptable. Q. Provide protective plastic bushings or insulated throat bushings at each raceway termination not installed to an enclosure. Bushings shall be threaded to the raceway end or connector. R. Install fittings and flexible metal conduit to accommodate 3 -axis movements where raceway crosses seismic joints. S. Install fittings designed and listed to accommodate expansion and contraction where raceway crosses control and expansion joints. T. Use cable sealing fittings forming a watertight non -slip connection to pass cords and cables into conduit. Size cable sealing fitting for the conductor outside diameter. Use Appleton CG series or equal cable sealing fittings. KODIAK ISLAND BOROUGH SCHOOL DISTRICT RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260533-7 U. Use suitable caps to protect installed raceway against entrance of dirt and moisture. V. Paint all exposed conduit to match surface to which it is attached or crosses, where required by the Owner. Clean greasy or dirty conduit prior to painting in accordance with paint manufacturer's instructions. Where raceway penetrates non -rated ceilings, floors or walls, provide patching, paint and trim to retain architectural aesthetics similar to surroundings. 3.3 INSTALLATION — GENERAL BOXES A. Provide electrical boxes as shown on Drawings, and as required for splices, taps, wire pulling, equipment connections, and code compliance. All electrical box locations shown on Drawings are approximate unless dimensioned. B. Install pull boxes and junction boxes above accessible ceilings and in unfinished areas only. Where installation is inaccessible, install outlet and junction boxes no more than 6 inches from ceiling access panel or from removable recessed luminaries. C. Coordinate layout and installation of boxes to provide adequate headroom and working clearance. Coordinate mounting heights and locations of outlets mounted above counters, benches, and backsplashes. D. Use multiple -gang boxes where more than one device are mounted together; do not use sectional boxes. Provide barriers to separate wiring of different voltage systems and where normal and emergency power circuits occur in the same box. E. Verify location of floor boxes in offices and work areas prior to rough -in. Set boxes level and flush with finish flooring material. F. Adjust box location up to 6 feet prior to rough -in to accommodate intended purpose. G. Locate and install boxes to maintain headroom and to present a neat appearance. H. Provide knockout closures for unused openings. Install boxes in walls without damaging wall insulation or reducing its effectiveness. Use stamped steel stud bridges for flush outlets in hollow stud wall, and adjustable steel channel fasteners for flush ceiling outlet boxes. Accurately position bridges to allow for surface finish thickness. K. Do not install flush mounted boxes back-to-back in walls; install with minimum 6 inches separation. L. Install with minimum 24 inches separation in fire rated walls. Limit penetrations in fire rated walls to 16 square inches each and a maximum total combined penetration area of 100 square inches in any given 100 square feet of wall. Where penetrations are in excess of these requirements provided UL listed fire stop wrap acceptable to Authority having Jurisdiction. KODIAK ISLAND BOROUGH SCHOOL DISTRICT RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260533-8 M. Do not fasten boxes to ceiling support wires or other piping systems. N. Support boxes independently of conduit. O. Clean interior of boxes to remove dust, debris, and other material and clean exposed surfaces and restore finish. P. Provide blank covers or plates for all boxes that do not contain devices. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260533-9 SECTION 26 05 53 - IDENTIFICATION FOR ELECTRICAL SYSTEMS PART 1 -GENERAL 1.1 WORK INCLUDED A. Panel schedules. B. Nameplates. C. Tape labels. D. Wire markers. E. Conduit markers. 1.2 RELATED WORK A. The Work under this section is subject to requirements of the Contract Documents including the General Conditions and Supplementary Conditions within Section 10 — Standard General Provisions. B. Section 26 0500 — Common Work Results for Electrical. C. Section 26 0519 — Low Voltage Power Conductors and Cables. D. Section 26 0533 — Raceway and Boxes for Electrical Systems. 1.3 SUBMITTALS A. Submittals not required for this section. 1.4 ENVIRONMENTAL REQUIREMENTS A. Install labels and nameplates only when ambient temperature and humidity conditions for adhesive are within range recommended by manufacturer. PART 2 - PRODUCTS 2.1 PANEL SCHEDULES A. For each existing panelboard where circuits are added or modified, provide typed schedule denoting each circuit load by the load type and final name and room number. Schedule shall KODIAK ISLAND BOROUGH SCHOOL DISTRICT IDENTIFICATION FOR ELECTRICAL SYSTEMS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260553-1 not be typed with names shown on the Contract Drawings unless names are acceptable to the Owner. 2.2 NAMEPLATES A. Product Description: Laminated three -layer plastic with engraved white letters on black background. Nameplate for service disconnect shall be engraved white letters on red background. B. Letter Size: 1. 1/4 -inch high letters for identifying individual panel or equipment. 2. 1/8 -inch high letters for remaining lines with 1/8 inch spacing between lines. C. Minimum nameplate size: 1/8 inch thick with a consistent length and height for each type of nameplate wherever installed on the project. 2.3 TAPE LABELS A. Product Description: Adhesive tape labels, with 3/16 inch Bold Black letters on clear background made using Dymo RhinoPro 5000 label printer or approved equal. B. Embossed adhesive tape will not be permitted for any application. 2.4 WIRE MARKERS A. Power and Lighting Description: Cloth tape type wire markers for all neutrals and Phase conductors. B. Low Voltage System Description: Self-adhesive machine printed label with unique wire number that is shown on shop drawing for system. PART 3 - EXECUTION 3.1 GENERAL INSTALLATION A. Degrease and clean surfaces to receive nameplates and tape labels. B. Install nameplates and tape labels parallel to equipment lines. 3.2 NAMEPLATE INSTALLATION A. Secure nameplates to equipment fronts using machine screws tapped and threaded into panelboard, or using rivets. The use of adhesives is not acceptable. Machine screws to not protrude more than 1/16 inch on back side. KODIAK ISLAND BOROUGH SCHOOL DISTRICT IDENTIFICATION FOR ELECTRICAL SYSTEMS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260553-2 B. Disconnects, Starters, or Contactors: 1. Provide nameplate for each device with the following information: a. Line 1: Load served. b. Line 2: Panelboard and circuit number from which the device is fed. C. Line 3: Fuse or Circuit amperage and poles. Where fused disconnect is installed, denote the maximum fuse size to be installed. C. Control or Low Voltage System Panels: 1. Provide nameplate for each control panel with the following information: a. Line 1: Unique panel name as shown on the shop drawings. b. Line 2: System description such as Fire Alarm, Intercom, BAS, Security, etc. C. Line 3: Panelboard and circuit number from which the panel is fed if applicable. 3.3 LABEL INSTALLATION A. Line voltage Device Labels: Provide label at each device denoting panelboard name and circuit number. Affix label to device faceplate. B. Low -Voltage System Device Labels: Provide label on each device, denoting device ID or address where applicable. Affix label to device faceplate for ceiling -mounted devices or wall - mounted devices above 8'-0" AFF. Affix label inside backbox for exterior devices. 3.4 WIRE IDENTIFICATION A. Provide wire markers on each conductor in panelboard gutters, pull boxes, outlet and junction boxes, and at load connection. Identification shall be as follows: 1. Markers shall be located within one inch of each cable end, except at panelboards, where markers for branch circuit conductors shall be visible without removing panel deadfront. 2. Each wire and cable shall carry the same labeled designation over its entire run, regardless of intermediate terminations. 3. Color code phases, neutral, and ground per NEC requirements and Section 26 0519. 4. Color -code all low -voltage system wires and cables in accordance with the individual sections in which they are specified. 5. For power circuits, identify with branch circuit or feeder number. 6. Control Circuits: Control wire number as indicated on schematic and shop drawings. B. Provide pull string markers at each end of all pull strings. Marker shall identify the location of the opposite end of the pull string. 3.5 JUNCTION BOX IDENTIFICATION A. Label each lighting and power junction box with the panelboard name and circuit number. KODIAK ISLAND BOROUGH SCHOOL DISTRICT IDENTIFICATION FOR ELECTRICAL SYSTEMS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260553-3 3.6 B. For junction boxes above ceilings, mark the box cover with the circuit or system designation using permanent black marker. For junction boxes in finished areas, mark the inside of the cover with the circuit or system designation using permanent black marker. LOW -VOLTAGE SYSTEM IDENTIFICATION A. Install all labeling in accordance with the requirements of this section and of each section where the individual systems are specified. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT IDENTIFICATION FOR ELECTRICAL SYSTEMS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260553-4 SECTION 26 05 83 - WIRING CONNECTIONS PART 1 - GENERAL 1.1 WORK INCLUDED A. Electrical connections to equipment specified under other Sections. 1.2 RELATED WORK A. The Work under this section is subject to requirements of the Contract Documents including the General Conditions and Supplementary Conditions within Section 10 — Standard General Provisions. B. Division 23 — Heating, Ventilating, and Air Conditioning (HVAC). C. Section 26 0500 — Common Work Results for Electrical. D. Section 26 0519 — Low Voltage Electrical Power Conductors and Cables. E. Section 26 0533 — Raceway and Boxes for Electrical Systems. 1.3 REFERENCES A. FS W -C-596 - Electrical Power Connector, Plug, Receptacle, and Cable Outlet. B. NEMA WD 1 - General Purpose Wiring Devices. C. NEMA WD 5 - Specific -Purpose Wiring Devices. 1.4 SUBMITTALS A. Submittals not required for this section. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.1 INSPECTION A. Verify that equipment is ready for electrical connection, wiring, and energization. KODIAK ISLAND BOROUGH SCHOOL DISTRICT WIRING CONNECTIONS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260583-1 3.2 PREPARATION A. Review equipment submittals and other division drawings (ie mechanical system drawings) prior to installation and electrical rough -in. Verify location, size, and type of connections. Coordinate details of equipment connections with supplier and installer. 3.3 INSTALLATION A. Use wire and cable with insulation suitable for temperatures encountered in heat -producing equipment. B. Make conduit connections to equipment subject to vibration using flexible conduit. Use Liquidtight flexible conduit in damp or wet locations. C. Install pre -finished cord set where connection with attachment plug is indicated or specified by the equipment manufacturer's installation instructions, or use attachment plug with suitable strain -relief clamps. D. Provide suitable strain -relief clamps for cord connections to outlet boxes and equipment connection boxes. E. Make wiring connections in control panel or in wiring compartment of pre -wired equipment in accordance with manufacturer's instructions. Provide interconnecting wiring where required. F. Install disconnect switches, controllers, control stations, and control devices such as limit switches and temperature switches and connect with conduit and wiring as indicated in the equipment manufacturer's installation instructions. 3.4 ADJUSTING A. Cooperate with utilization equipment installers and field service personnel during checkout and starting of equipment to allow testing and balancing and other startup operations. Provide personnel to operate electrical system and checkout wiring connection components and configurations. END OF SECTION KODIAK ISLAND BOROUGH SCHOOL DISTRICT WIRING CONNECTIONS PETERSON ELEMENTARY SCHOOL ROOF REPLACEMENT 260583-2