HomeMy WebLinkAboutPermit File 1614 10th Street GSIC Y O City of Anacortes Permit#: BLD-2008-0428
904 6th Street Issue date: 08/22/2008
P.O.Box 547
Uj;' Anacortes, WA 98221-0547 Expire date: 08/22/2009
(360) 293-1901
Job Address: 1614 10TH ST Permit Type: Single Family Alteration/Repair Permit
ANACORTES WA 98221-1928 Project:
APN: P55936
Remarks: Replace existing garage
Owner: WILSON MARK A Contractor:
Address: 1614 10TH ST Address:
ANACORTES WA 98221-1928
Phone: Phone:
License#:
General Information: Fees:
Building Valuation 10000 Building Permit Fee 80.50
State Building Code Fee 4.50
Plan Review Fee 52.33
Total Calculated: 137.33
Deposits/Receipts: 0 00
Total Due. 137.33
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THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF-1 0
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED It_i "'
HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL
PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR
NOT, THE GRANTING OF A PE IT DOES NOT P SUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER
STATE OR LOCAL REG TING CONST ION OR THE PERFORMANCE OF CONSTRUCTION.
SIG TURE OF OWNER OR AUT ORIZE AGENT ISSUED BY
,� o Residential Building Permit Application
e z
�� �-. Building Department
;oovec P.O. Box 547 Anacortes, WA 98221
Phone No.: 360-293-1901 FAX: 360.293.1938
SITE ADDRESS: 14 l Li 10 kS S i-. I9 v\4 e 6 . + re-I
CONTRACTOR , ` I ❑Applicant PROJECT DESCRIPTION
Name M a k LV t I S O ati_ R e p VQ c e Ex? s 4. l ,5
Address 16 t t Ic' G� a 4q `O
City/State/Zip 4 Coe 4 e s ?Soo/
?Phone 60- 5-Y9FAX 12.0
State License# 0 1i2 K.e/ Exp -
PARCEL NUMBER p«e 5
City of Anacortes License
PROPERTY OWNER ❑Applicant LEGAL DESCRIPTION
Name Marl& W I ( so
Address IL. I i I b "L:1
City/State/Zip Fin a Cs se 5 PROJECT VALUATION
pfo 6 000 ,
Phone 61o` gJri9FAXm4rkott,d, (
Number of Dwelling Units
E-Mail Address Cr log-4 t , Number of Stories i
Building Area:
❑Architect❑Designer ❑Engineer❑ Applicant I"Floor s.f. 2"d Floor s.f.
Name 3' ""^ 3rd Floor t/ s.f. Basement s.f.
Address Garage 9 VO s.f. Carport s.f.
City/State/Zip Deck s.f. Lot Area too s.f.
Phone FAX
E-mail Address
CONTACT 0 Applicant LENDER
LENDER INFORMATION MUST BE PROVIDED FOR PROJECTS OVER$5,000
Name a .—• 'a IN VALUATION PER RCW.
Address Name
City/State/Zip Address
Phone FAX City/State/Zip
E-mail Address Phone No.
CONTINUED ON THE BACK
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shearwal SIMPSON
• STRONG-WALL® SHEARWALL strongTie
•
GARAGE PORTAL SYSTEMS Naming Scheme:
Garage Portal systems provide increased lateral resistance over site-built shearwalls in locations
where space is at a premium.Portal walls shall be installed with a minimum 12"nominal deep SW16x7x4
header for adequate shear nailing Because the portal walls and header are tested as a system,
the resulting portal frame offers superior engineered performance over site-built walls. Strong-Wall�� T
CODES:See page 12 for Code Listing Key Chart. Width L—, Nominal Wall
(in•) Thickness
NOTE FOR GARAGE PORTAL WALLS: Nominal (in-)
Cripple walls over the garage header shall be designed by Engineer of Record. Height
7/ Pt-)
W �Q SWMSF STRAP
�f * (PROVIDED)11g ga)
� 1.�1IMPS WITH 10d NAILS * III]]]' -� '
iiTi Tip 2; : t 1 1 Oft t6d SINKERS 4aA__
1` ( �� �� INSTALL ONLY TO
tP' m,1a Nail through r
sheathing and % FRAMING SIDE OF
l _� --
i'1-f"r, metal U channel ___. i-� \ PORTAL WALL gt,,,°x v),x
•)).1 a*) ,4 with l0d common ` � a s d
Ikpltea
I. nails or lttt 7 Electrical box mu
as
iyd . sinkers at each ( fonllusiraticl ed �D010 5f vmrsox i painted dot on t 11� only-not included NIL S sWmr� the panel wun the wantII
,,a
y {morwew S.' I7;I (x`, Portal walls may haves g '
Y m....0 \.r. maximum 7/8'shim without H
X ,• s.� _ \ \ �l( rT any load reduction ' . "
m � H 1 Iltl\�- M >.
(C r,`t XL,: '�' 1_ Drilling or cutting
` - thy! IE.
rong-Wall is notept ase� ole ChartIPI each wall. '
2 it
- CURB NOTE:The lii
, ,,
_ Engineer of
Record is 8"Min for SSTB
responsible 6"if stemwall and1/114
for concrete tooting are stogie
design. pour and stemwall is Is tetsills--
12"high max.from
16"Garage Portal Alternate Exterior Installation top of foaling,not slab
g 22"Garage Portal
* Header shall be a single member with width For easy electrical installation
matching wall thickness x 12"min.nominal depth. position wall with sheathing inside garage.
GARAGE HEADER DOUBLE WALL GARAGE PORTAL'
ROUGH OPENING HEIGHT - Allow.
Number of Number Holdawn° ShearV Drift at Allow. Wall
Without With Model W H T Fasteners ofAllow, Shear V Code
Model H 1/2" 1/2" No. (in) (in) (in) in Top Mudsill Anchor tor porta, ShearV Load Weight Ref.
No. Curb Shim Shim of Wall Anchors° Bolts for Portal orbs)
_ System' (In) (Ib/fq
SW16x7x4 6" 7' T 1/,' SW16x7x4 16 78 4 8-SDS➢'x6" 2-3� 2-SSTB28 2800 .367 1050 90 34,60,101,137
SW22x7x4 SW16x7x6 16 78 53/4 8-SOS Yd'xe" 2-3/a 2-SSTB28 2800 _ .367 1050 112
SW16x7x6 SW16x8x4 16 90 4 8-SOS Y"x6" 2-s/e 2-SSTB28 2490 420 935 95 34,101
SW22x7x6 7" T-1" T-11/2" SW16x8x6 16 90 53/0 8-SOS le"x6" 2-fie 2-SSTB28 2490 .420 935 120 _
_ SW22x7x4 22 76 4 10-SOS 1/4"x6"_ 2-9X 2-551528 4820 .369 1315 95 34,60,101.137
SW16x8x4SW22x7x6 22 76 53/4 10-SOS%'xe" 2-a/a 2-SSTB28 4820 .369 1315 117
6 8 8'-1/2-
SW22x8x4 22 90 4 10-SDS'/A6" 2-'/e 2-SSTB28 3990 .446 1090 105
SW22x8x4 34,101
SW16x8x6 SW22x8x6 22 90 53/4 10-SDS VA6' 2-141 2-551828 3990 .446 1090 130 I
SW22x8x6 7 8'-1 8-11/2- 1 For plywood shear panel,add"P"to model name required for lateral rigidity of the portal system.Larger
(e.g SW24x8P),and multiply the table loads by 0.68 headers may be required due to vertical loading
2 For two-pour bolted applications,use the SSTB34. 8.Portal walls may be installed with sheathing facing inside
1.The height of the garage curb above the 3.Recommended header moisture content is 19%or less or outside
garage slab is critical for rough header at time of Installation. 9 Maximum shim height between Strong-Wall Portal Walls
opening on portal walls. 4 A double wall garage portal system consists of 2 wags with and header is%" Shims of greater thickness will result in Al
'/2 One "shim is provided with Garage a header spanning over the top and connected as shown load reductions
Portal walls. 5.SW16 and SW22 wails may be combined.The capacity 10 See allowable vertical load table on page 68 for Strong-Wall VI
of the combined system shall be the sum of the"Single maximum compression and tension capacities
Wall Garage Portal"capacities 11.Allowable shear capacities must he reduced as limited
6.Recommended minimum%"x12"mudsill anchor. by anchor bolt capacities for installations on CMU
7.The minimum header sizes listed are the minimum See page 33 for SSTB capacities in 010
70 The building designer shall verity that these details are consistent with the complete load path requirements of the structure.
-0 Off. City of Anacortes Permit#: BLD-2007-0674
904 6th Street Issue date: 09/20/2007
P.O.Box 547 Expire date: 11/19/2007
1 Anacortes, WA 98221-0547(360) 293-1901
Job Address: 1614 10TH ST Permit Type: Demolition Permit
ANACORTES WA 98221-1928 Project:
APN: P55936
Remarks: Remove leanto from side of building. Approximately 150 square feet.
Owner: MARK WILSON Contractor:
Address: 1614 10TH ST Address:
ANACORTES WA 98221-1928
Phone: (425) 780-9967 Phone:
License#:
General Information: Fees:
Total Calculated:
Adjustments:
Deposits/Receipts:
Total Due:
it
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I
HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL
PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR
NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER
STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
t"l(1)- N N AC ,So., /ThQ031,--)Th
SIGNATURE OF OWNER OR AUTHORIZED AGENT IStEja BY
riii):ffiEffitr7),
CITY OF ANACORTES ;.it SEP 1 1 t""' % j
DEMOLITION PERMIT APPLICt '? -QM;7i ? —_'2)
Site Address: , 6 I -7 1 c tk S -T
Assessors Account No.: r-' --- y 3 C. Date: I
Lot(s): I ' +) Block 'q 7 Addition:
Owners Name: a✓ ak to' __r Contractors Name:
Address: I ,- MM ii. Address:
State: A i _ Zip: 'TS 22/ State: Zip:
Phone: - e0- I, - Contractors License:
Phone: I
Have Utilities Been Disconnected? Description of proposed demolition.
Water Dept.: Yes 0 P.,ev, 0 \? 'e Lee , 1, C,
Electric: Yes r ��
Cable: Yes 491 —c) �6' "1"1 4 t d `j ex � 14 i Oh,
Gas: Yes 10 How Will Materials be disposed? c 16 0 /41
BARRICADES TO BE PROVIDED PR / ION,AREA MUST BE
ROPED OFF!
A 'can's or Agent's Signature
ASBESTOS WARNING
Breathing asbestos is hazardous to your health. Before starting a renovation or demolition project,
survey for friable asbestos materials. Notify Northwest Air Pollution Authority prior to asbestos
removal or containment 1600 S "d reet,Mt. Vernon,WA 98273 (360) 428-1617.
Fire Department Approv Date: q- 17 P-)
Police Dept. Approval: Date:
Public Works Department Approval. c, ,. - Date: e1[al 7
Comments: 66
BUILDING PERMIT
CITY OF ANACORTES PERMIT NO. : BLD93-0135
P.O. BOX 547 APPLIED: 04/20/93
ANACORTES, WA 98221 ISSUED: 04/20/93
(206) 293-1901 EXPIRES: 04/20/94
SITE ADDRESS: 1614 10TH ST
ASSESSOR' S PARCEL NO. : 3772-143-015-0001
PROJECT DESCRIPTION: Reroof
— OWNER — CONTRACTOR — LENDER
TERRY ARNETT SAVAGE ROOFING, INC
1614 10TH STREET 911 31ST STREET
ANACORTES WA 98221 P. O. BOX 336
ANACORTES WA 98221
293- 293-2021
SAVAGR1114P0
TYPE OF WORK *ADD AREA (sf) VALU. . . $: 800
TYPE OF USE •SF LOT • 0 REQUIRED SETBACKS----
CENSUS CATEGORY •434 1ST FLR • 0 FRONT 0 ft
ZONING 2ND FLR • 0 SIDE • 0 ft
• BASEMENT • 0 REAR • 0 ft
OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING--
:R3 :? :? :? OTHER • 0 TOTAL • 0
TYPE OF CONSTRUCTION HANDICAPPED: 0
:5N :? :? :? NUMBER OF UNITS • 0 COMPACT • 0
OCCUPANT LOAD STORIES • 0 IMPRV SURF. : 0 sf
. 0: 0: 0: 0: BUILDING HEIGHT. : 0 ft
r FEES — NOTES
Code Amount---- By- Date---- Receipt
PRMT $ 14.50 MD 04/20/93 1082
STBC $ 4.50 MD 04/20/93 1082
TOTAL $ 19.00
I herebyacknowledge that I have read this permit
9 perm t and state that the above informs ion is cor ect, and agree co
mply to c mply with all
ordinances and laws regulating activities covered by this permit
Issued` y Apple nt r ner's Signatu e
24 Hour Notice Required For All Inspections
bldfirmt, Rev: 06/11/92
Address /6H /2, S
Legal Description L9T3 /44 /5 Yak /`f 3 ®,e(6
Assessors Account `o. 377Z—/q3 - ®IS'--ppo(
Permit No. Date Description Date Finaled