OCEANVIEW LT 33 - ZCP 2/22/2023Kodiak Island Borough Community
Development Department
-� 710 Mill Bay Rd. Rm 205 RA
Kodiak AK 99615 D
Ph. (907) 486 - 9363 Fax (907) 486 - 9396
Zoning Compliance Permit
Permit No.
The following information is to be supplied by the Applicant:
Property Owner/ Applicant: Q W 1~ 1r ,_ M A t-FI 1N E M R R fv N
Mailing Address:
Phone Number:
Other Contact email, etc.:
Legal Description:
Street Address:
Use & Size of Existing Structures:
ItoDtPrKOt.J f tJ�cD GMAtt C4 M
Subdv: 0eEAN J 1 t0 Block: Lot 33
11- 2-3 1-3 t{ou 5 Kod s-r- y9GlS
i=Stl)V,Ail IOfL, ttOmg SIM77q t-dmit-y 2#1
, id /Mml tt k 6 6
Description of Proposed Action:
Site Plan to include lot boundaries and existing easements, existing buildings, proposed tojarion of new construction, access points, and
vehicular parking areas, As Built required with all improvement changes. A- fy) C4V
Staff Compliance Review:
Current Zoning: +n •t 1-1—75 PROP_ID LIM
Lot Area: rl W Sq. QL Lot Width: Building Height: r
---_
Front Yard: aRear Yard: ,
�
Side Yard:
Parking plan? g�a
�g {45 tJ• N Of Req 'd Spaces: n"t As Built:
omp rance Review Notes and Specific Plat / Subdivision Requirements:
Subd Case No. Plat No.
Building PermitNo.
ci
Does the project involve
an EPA defined facility? N o
•commercialbuildings, installations (militaryboses),
institutions (schools, hospitals) and residences
with more than four (4)dwelling units.
Driveway
Permit?
Septic Plan
,!
Approval:
'Y
Fire
Marshall:
Proof of EPA notification provided (if required)?
'Required for all demolitions, for renovations disturbing at least UO square
feet, 2601inearfeet, or.15cubicfeetof Regulated Asbestos Containing Material iRACM). and far
renovations that remove a load-supportingsimclurel memberer.
No permit will be issued for such Drojacts without proof of EPA
notification
ADDII cant CeitMcat 4on: I hereby certify that I will comply with the provisions of the Kodiak Island Borough Code and the I
have the authority to certifythisas the property owner, or asa representative of the propertyowner. I agree to have identifiable
corner markers in place for verification of building setback (yard) requirements.
Attachments? ^
f\ 5 �LtiL I List Other.
E NS2 e pf'A NS
Date: Z I �G6 i 23 Print Name:
Date: I FL� 'Z 3 Signature:
S
MPf0z-rN C)wcN
This permit is only for the proposed project as described by the applicant If there are any changes to the
proposed project, including its intended use, prior to or during itssiting, construction, operation, contact this
office immediately to determine if further review and approval of the revised project is necessary.
THIS FORM DOES NOT AUTHORIZE CONSTRUCTION WHEN A BUILDING PERMIT IS REQUIRED.
"EXPIRATION: Anyzoningconrpliancepennitissuedissubject to thesameexpiration, suspension, andrevocation provisions as
building permit issued for the same construction permit. **
COD Staff Cerrt0fication
Date: A Oildi]��J COD Staff:
Payment Verification Zoning Compliance Permit Fee Payable in Cashiers Office Room It 104- Main floor of Borough Building
After -the -Fact 2X the published amount
Not App licable El $0.00 ❑ $0.00
Less than 1.75 acres:
$30.00
$60.00
1.76 to S.00 acres:
$60.00
$120.00
5.01 to 40.00 acres:
$90.00
$180.00
40.01 acresor more:
$120.00
$240.00
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HOUSE
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LOT 33,
00 30
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AS- BOIL T SURVEY
TPARCO BY.
NOR170N 1 CNO ....
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Nolen
1. Rafter. match existing #2 HF 2x6 minimum
2. Rafter, 11 P BCI 5000-19 DP. Web end joint blocking req.ircd.
3. �. ridge board. Construct 5 ". pony wall underneath.
4. Roof with e. exposure L plywood and roof to match existing. Use a sealing roof
membrane such as grace ice and water shield over entire low pitch rod.
5. Ceiling joints, 9 f" BCI 5000 DF. HU2.n and HU2. h X SR3b4 hangars into
ledger board. Both web and joist blocking required for pony wall set atop
ceiling joists.
G. Joint blocking.
4. Web blocking.
8. 'i" Plywood web blocking
9. Simpson LSTA 12 strop, attach BCI to plywood or m opposite rafter with 10 ea
2 P x .0148" fasteners
10. Simpson SDS25312 screws. Remove aiding and place emewn through
sheathing and into existing wall muds.
11. Ledger board, rafter ledger board shown, ceiling joiet ledger board similar. 1
x 11'Wcrsa-lam LV 2400 BY
tu'mr
2 twiner Attxen hm[
4 1' nl
Ix Srmwvuli,Pk.
oo na--m22
Sheet
9 of 9
Notes
1. Rafter, match existing N2 HF 2x6 minimum
2. Rafter, 111. BCI5000Q.7DF.
3. a" ridge board. Rafter support with either a
tapered board or Simpson VPA2.1 supports.
Construct 5J" pony wall underneath in plane with
matmgwall.
4. 11'. 11 z" VersmLAM LVL 1.8E 2650 Ladger
board.
5. # 6x8 HF beam, support beam in n-" -
use Surpass hanger on existing wal
6. 2" x 3" purlins at 24" o c. under clew
9. Simpson VPA2. 1, web and joist blocl
rafters.
8. 2" x 6" save blocking,. Extend up B(
minimum.
9. Simpson HU2.119X SKL54 SLD9, w,
required.
10, Simpson HUC68 banger
11. Use lumber blocking under rafters, I
rafters.
12. Ceiling joists, 9 t BCl 50M DF. HU
HU21/9X SKL54 hanger. into ledge
web and joist blocking required for 1
atop ceiling joists
13. Provide slue clo ng between m ti
attic.
Ventilation requirements
14, Provide a minimum if 168 square inches of fee
ventilation at under rave. Ensure an open path
between and under roof rafters.
15. Provide ventilation through well blocking, a
mildmur openinga totaling 96 square inches per
rafter bay
-
16. Provide lower save ventilation, requires a
minimum of 3.43 square inches of fee opening per
linear foot.
/.l Roof Pram,
U • .:WWI;
son« 2o22
Sheet
8 of 9
Hotel:
Engineering:
12•
L Floor Beam, 3 J' x I I J' Vema-Lam LVL 1$E 2650 DR
iae Ro ideotia U
2. Floor joist, 11 J"BCI 5000Q.7 DF.
4o.symomm,eE.
3. Ledger board, 19' x 11 a'Vema-Lam LVL 2900 DF.
ut ns
yad;,t,s6yya,s
4. Simpson HU 2.L9, web blocking required.
rI'l.
5. Simpson HU 2.1/9 SKL54, web blocking required.
416"
6. Simpson HU 2.119, SKR36, web blocking required.
7. Simpson SDS25312 Remove
.fir
screws. aiding and place
M
1
sinews through sheathing and into existing waR studs.
0
6. Simpson LUC26 for end of beam at waR.
,4
n Slll Attachment
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Sheet
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1 —`
rl Foundation Plan
9..1 8.. 9..1 8"
11
2 3.. J
2 Foundation Pier
RII
Notes6.
1. Centerline of columns are offset so finished walla line y.
3 j" x Ile" Veraa-Lam LVL 1.8E 2650 DE.3. 1&
Simpson PBS44111j)G poet base.
4 ea vertical reinforeemenl, 4" from top with 6.25"
legs 3" from bottom of looting.
up with existing walls, verify offset with existing
8.
Blocling required. 19.
24" bigfoot form or similar, bottom of footing 36"
"
structure.
9.
Hanger varies, cee sheet 6.
below grade.
0'1" eo'U¢ W22
2. 24" diameter bigfoot concrete forms with embedded
10.
Sheathing paced on Bangs ofPjoiet to east joist bay I5.
it slopes to drain and
Grade area as required so it
gn—d .r,x.tpy
Simpson PBS4 G column bases,
before insulation is placed and before floor sheathing
bottom of Boor Gaming is a minrmum of 18" from
3. Batt insulation.
is installed,
finished grade.
Sheet
4. Floor sheathing
IL
8" diameter pier. 16.
Existing wooden walkway and concrete apron at
5. fl exteriorsheathing, aide to match existing.
12.
4"OD hoops, 16" ac.
doorway.
6 OC 9
Engineering:
Jre'a Ruihnlul5eniva
lx SSmomYi.PE
rsntumSl
Knd',ak AX.15
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0
m
0
x�
y
M ;8
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has
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Sba,, 30 Dw 2022
R—a saaan 2.
Sheet
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Window Schedule
Mark
Conf
Width
Hight
Notes
Q
Slider
X-O�X
2'�0"
3'�0•
Remove wivdsw, reinstall at
Mark 2
Verily egress campliavice,
Qi
Slider
X�O�X
5'�0"
3'�0•
opening a mivimum of 20"
j
wide, 24" high, sill vo more
than 94• shove finished Roox
0'
Slider
O-X
3'�0"
3'�0"
Pcoeted
Q
X
1'�10 V2"
1'-10 1/2"
Q
X
1'�101/L"
3'QO ll2"
Door Schedule
Mark
Type
WidN
Height
1
Existing
da
v/a
�
Remwe door for reuse at Mark 2
3
Exterior
3'0"
6`S"
Pocket
3'-0"
6'-g"
Header Schedule
Mark
Header
#King
Studs
#lack
Studs
1
2x4 flat
I
1
2ea 2x10
I
1
J
2ea 2x6
1
I
Engineering:
JeffsRaideotial Sni«s
Jm SJmono .Yk.
1517 L=h St
Katlal.AKM15
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a m
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3`71'if3'-108
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® 16,
5'
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7•. 2" g.
del
23'-1116'
a^
s�. .a aao- zaza
Re�isvd 28JnnY023
Sheet
i Floor %an
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4 of 9
Engineering:
iue.R.eoe,wiaa—
Note.
Ice Synwno4i. P.E.
H1➢Lxh St
1. Demo existing had vxf.
KMekk sK 9.0
2. Demo existing entry, does door
operang, retain door for reuse.
an
3. Remove existing window and
retain for reuse.
>
4. Saturate oil tank 0 north aide of
p
ban".
5. Reposition or replace 2nd Door
m
window at ..a. discretion due
to new roof interference,
m M ;a
S o
w o..x
0
3
p
Shed Roof
0
Shed Roof
Cd
Q
s�
i
W
Entry
o \Vtl
pMA 4
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.� T.^'. ....
rttn
Syoed 3o D -2022
Sheet
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Engineering:
Jo2:RUWentiSenior
J. SLm hSl i. PE.
1517 xh5
KdieL.hK 99415
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Sheet
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6ENERgLN03E5:
Resign ailena
1. Design matls
guests assets loads, unless not" otherwise:
b. Fknrlwakend one-anitwofsmady"elltng
40 psi
L Raifr loads anstructionPiee load
zo pal
L Rmfsnow load criteria Nat roof mass lwi pf
40,1
2 Wnd criteria wind speed
166 mph
L Milk ralegory II
j. Exposure d
L Impmtanw latloc the To
3. Seismic criteria
a.Nsk.,c,,
11
I, Imromance Faro: ie
]0
$eiamir design category
d
a. SR. [lass
a
ads
1666
2.og2
g. :1
1.141
3. Foundation Criteria
a. Sail Rearing Pressure 3.O00 pit
R. Fr. depth 36'
Al construction shall comply with the following
codes.
1. Building and structural: 20121mernational
Residential Code and/air the 2M2 waotl Frame
Construction Manual
2. plumbng: 2018 Uniform Plumbing Code,
3. Mecbanial 2OU International Mechanical
Coala.
4. Elmai"k 2012 National Electskal Catle,
5. Fire praledio¢ 2012 International Fire Cade
GENERAL
1. venly dimensions and mnctions with the
a rrhNerturaldrewings. Field surge dimensions and
d e.b.n.reB. to the reistng strumure pna to
fabaiotron of materials.
z. For Natures of construction nor fully shown,
proarde the same We and character as shown for
similar mnditimb mbNm ro rewew by the architect
and structural engineer of record.
3.
m erldivn place, ered, By
with maouf I urs,s
aproducts and
osruction.
4. Mequaery brace swolue and all structural
comp
grams
force; and Use permanent
entlateral for�mressl ngmic
systems have wear hadedled.
SITE PREPARATION
1. Remoee vegetation, rubbish, and existing fill
wihinbuiltlingbwtaintantl 5' r(mimmuml
beyond the foolpdnT Strip lop V of sill, minimum.
E. Remove areas of sill, as required, that ca ibe
exceadive unngair deflection under the weight of
the rater m dump Loop.
3. Bed, fill excavated areas with Unitural fill as
described Mmw.
C. Materials
And and gravel mixture or cashed rack
d. .11 .tied Imam rwrse to fine enN R. than
lo%by amEm aftbe minus V harnn ponds, the
ooae
Free of mgania, rubbish, day balls orracks
larger thane
1. Mace Urudmal fill in now hills, misimomofa-
in IhiMen
2. Compact structural fill m a minimum density of
95%Mmadmum dry, density, as determined by
ASTM d 1553
S. Venlyatlequam of structural fill compx0an
wish r ad -field density lasts.
MUNRALN)N CRRERM
1. Place footings an firm, undisturbed names soil
.structural fill (we -strunurid MPot nes for
ddm idmdmfo.mation)
2. locale bottom of froomp below minimum
frost depth unless atherwise noted.
3. Prior to placement of concrete, remaae all
disturbed soil from bating eamation.
CAST IN -PLACE CONCRETE
1. All warm, work shall conform to Ui 301.
2. Prepare mites for each type of wnaete.
Propodion mires by either laboratory trial
batch or field eaperience methods, uatmg, materials to
be employed on the work for each claw of wnaete
required as spedf din act Sol.
3. AtlmA2ures:
Air entraining agent In aroraanm with aatm
WEB and water-redmne admixtures wnfomdng to
astm 4%, used in strict accareence with the
nufadurers recommendations, may be
Imoramated I. .,,.,a desten motes.
R. Mair-hexing Went conforming to whir
U6o shall be used In wnaete miles far exterior
non ontalsurf cesea towenher. theamount
of emtaNed air shall be 5%-7%byuolume_
c. Fly ash shay rmfarm to asM c ila and shdl be
limited to 15%ma imum cemen@nus material By
weight.
4. Use porniand cement We l or ii; conform with
ASRd c 150. supply from me (1) so
5. Aggregales shall amfarm with mum a 33 and
be thoroughly showed and washed prior to us.
6. Concrete strengths Be as Banner:
a. Listings: Pc= 3,013O psi at 28 days (designed
for 2,500 psi),
2. No water shall be "tied to the concrete other
than that required by the miss design apprwea by the
engineer of record.
a. All bolmgs shall be installed such that the base
alt,a timing is below local host depth, or placed on
ambost smcepubk fill that etlendOF below
finishedgrade. The bottom afthe fill shall contain
drain to daylight M rantln ounfmtings
T Remmcogaeelchanbedefasmedmis
informing to astm a615. grace 0 unless noted
otbeneise.
z. Reinforcing steel tobe welded shall conform to
aatm a..
3. Unless noted Otherwise all remfncementlap
spit¢; his be as follows:
bar size spbte lh<=3500psd
R4 32�
4. Support all reinforcement on appropriate
chairs clatter methods to ensure placement of
senfm<ement.
. posmming aanforament during tancrete
placement by lifting or mown, Use reinforcement Into
peas is prahibued.
CORCRETEACCExo ORIES:
L. Receded studs
a. extra f1554, gr"a 36
STRUCTURALSTEEL
I. Structural steel shall be a$ fellows, unless
noted otherwise
Hollow structural smions(hss): as.
a500, grade W(N=46 m)
z. All welds percomrzd shall conform to th, aws
standards her arc antl as weldion in to did ng
nmstmotion and shal be 3/16^ minimum unless
oted otheadae.
3. welds shall bemade:sine e]oveleRra m Engineering
4. Welding shall be daneby aert mrtifiM tuckers
S. PrequalfiM welfing procedures are to be Jm sRrsiknlial5en
used. 1« slmowski. pE.
FRAMING LUMBER
1, Sawn lumber shall canfmm to west coast
lumberiinograding umeam orevestem wood products
25 camber species Sigrades to be dangles firm.;
arbetter (hem -flat. l air better for pressure
treated) unless noted omervnse:
3. All lumberer permanent contact wM wncrits
SPECRL INSPECTION
1, <%6 welds (periodic inspection)
I. Veer =2
Sheet
1of9
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a-0 �pROpl
51
PPuL
AS- BUILT SWPVEY
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PAYMENT DATE
02/22/2023
COLLECTION STATION
CASHIER
RECEIVED FROM
MARTIN OWEN
DESCRIPTION
1223 W KOUSKOV ST
Cz
Kodiak Island Borough
710 Mill Bay Rd.
Kodialy AK 99615
Payments: Type Detail Amount
Check 1392 $30.00
Total Amount:
BATCH NO.
2023-00000252
RECEIPT NO.
2023-00000769
CASHIER
Teresa Medina
$30.00
Customer Copy
Printed by: Teresa Medina Page 1 of 1 02/22/2023 10:32:47 AM
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