HomeMy WebLinkAboutPermit File BLD-2023-1157 1313 34th Street City of Anacortes, WA
904 6th Street
� Anacortes, WA 98221
(360)293-1901
NAW
1 co %I", http://cityofanacortes.org/
BLD-2023-1157 RESIDENTIAL INTERIOR ONLY
REMODEL
PROJECT NAME: ISSUED: 10/02/2023
SITE ADDR ESS: 1313 34TH ST ANACORTES EXPIRES: 04/02/2025
PARCEL: P57268
LEGAL DESCRIPTION:
APPLICANT: HALLBERG, JEFF OWNER:
1313 34 TH ST
ANACORTES, WA 98221
425.241.1714
CONSTRUCTION CONTRACTOR: WADB LLC License: WADBLL*799C3
1700 E BLACKBURN UNIT 1 Expires: 02/23/2025
MOUNT VERNON,WA 98274
3604668819
VALUATIONS: FEES: Paid Due
Entered valuation 6586.00 $6,586.00 Plan Review Fee $90.51 $0.00
Building Permit Fee $139.25 $0.00
State Building Code Council fee $6.50 $0.00
Mechanical and plumbing $10.65 $0.00
remodel fixtures fees
Total: $6,586.00 Totals : $246.91 $0.00
FIXTURES
(fit Mechanical Fixtures
1 Other
REQUIRED INSPECTIONS
Footings Plumbing Rough-In
Foundation Wall Shear Wall and Nailing
Fenestration U-Factors Framing
Underslab Drywall or Lath
Underground Plumbing Insulation
Underfloor Cross Connection or backflow assembly verified
Printed by:Cheri Gleichmann on:10/02/2023 03:34 PM
Page 1 of 2
City of Anacortes, WA
RESIDENTIAL INTERIOR ONLY REMODEL BLD-2023-1157
Gas Piping Roofing Final
Mechanical Rough-In Building Final
For inspections, please call (360)293-1901
Printed by:Cheri Gleichmann on:10/02/2023 03:34 PM
Page 2 of 2
3 �Pr
Awk
Y�F N
v
Ir
CITY Clif ANACOR ES
r
PLANSPLANNING AND BUILDING DEPT:
APPROVED
REVIEWED FOR CODE COMPLIANCE
PERMIT ; LD-2023-1157
ADDRESS-, 11 4�t' t
APPROVE By
Contractor t0 verify that
SUBJECT TO FIELD INSPEC CJN.APPRCJVED PLANS SHALL NOT existing footings can �
BE ALTERED WITHOUT A --HORIZATION.
� t pert c� �
V1
---- ------_.-------------------.......... ...................
tgmal embedment depth for post-installed anchors Into concrete must be 4"for SEJ-313 or AT-.X or use THD50400H Titen HDO
anchors.Anchorage into CMU Is per designer.
4,For redwood mudsills,reduce F,on URFP to 1,180 lb.
5.Foe 10,AWWdon on SPF/HF Gill platca,U3C 0.86 x DF/SP allowablc load,
Prescriptive Spacing for URFP to Replace Sill Anchor Bolts
Number of Building Stories Anchor Bolt Size Anchor Sok Spacing URFP
V2'dia. v11 6'O.C. /./I- W
One story
5/8'dia. 6'D.C. 6'
1/2"dia. 4'o.c. 41
Two stories
5/8'dia. 6'O.C. 61
Three stories 5/8"dia. 4'o.c. W
1. "Prescriptive'denotes spacing requirements per the IEBC and des"per the IRG and conventional provisions of the IBG.
2.For design in accordance with the IEBC Chapter A3,the URFP may be used as a one-for-one replacement for the alternative connections
shown in Figures.
3.Spacing is based on the parallel-to-plate load direction_
4.5/8"anchor bolt required for Seismic Design Category E.
Product Information Table
Model No. Ga.W#m) H On.) Product b%*Klft Coating/114starial Packaging Oty.
URFP--SDS3 14 10" 61/4 (%'1/4m.'A3 tn.Stmmg-L#i"SDS Heavy-fluty Connector soewszvmGaiwmin dGgo i
URFP-8OS3HDG 14 105/8 01/4 (6)1/4 In.x 3 in,strang-Drive SD6 Heavy-Duty Conrector screw$ Hot-Dip Gatvaniwd 1
Load Tables
WThese products are available with add p9VgA(nprotectlon.
Fasteners Allowable Loads
D
Model Anchor Bolt F/SP 0 60)
No. Sill Plate
Qty- Dia. F1 F2
URFP 2 1/2 (5) 1/4 It x 3" SDS 1 ,530
_______L_ I —
1.Allowable loads have been increased for wind or earthquake loading with no further Increase allowed.Reduce where other loads govern,
2.Each anchor bolt requires a standard-cut washer.The Simpson Strong Tier D99 H tl heavy-duty screw anchor does not require a
washer,
...._..... —.,_—.--_,
1
C
4
_L4/ ,
d J--+JYl
N