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Home My WebLink AboutPermit File 1311 6th Street 0523504-1 0008 087 3/2005 002 4 Permit Fees 0066533 $285.83 8.1 Y Q • City of Anacortes Permit#: BLD-2005-0607 904 6th Street Issue date: 08/23/2005 �'"""! '" i P.O.Box 547 Expire date: 08/23/2006 , 04 Anacortes, WA 98221-0547 r/ ��III�reiattes (360)293-1901 Job Address: 1311 6TH ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-1723 Project: APN: P55639 P55640 P55641 P55643 Remarks: Replace existing garage. Owner: BRIAN OLPIN Contractor: Address: PO BOX 4 Address: BOW WA 98232-0004 Phone: (360)770-4507 Phone: License#: General Information: Fees: Building Valuation 25000 Building Permit Fee 170.50 Plan Review Fee 110.83 State Building Code Fee 4.50 Total Calculated: 285.83 Deposits/Receipts: 0.00 Total Due: 285.83 THIS AND S PERMIT BECOMES NULL 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 REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNAT E OF OWNER OR AUTH IZED AGENT ISSUED BY 3c l— t :3,)1Thir 4. Y 18' x 22'Garage. ,s i o h. 4; h,: 85 MPH Exp. B `tA%b ' rc Wind loads. s r'( , EXPIRES Ibis%` i Per ASCE 7-02 Basic Wind Speed 85 mph. Adjustment factor for Bldg Height (Exposure) 1.00 Table 1609.6.2.1(4)IBC Wind importance Factor Iw 1.00 Table 1604.5 IBC Class 2 Calculated wind load component(psf) 10.6 Pnet30 (min)=10.0 11609.6.2.1 IBC Calculated wind load(wall)MWRS (psf) 10.6 Ps30 (min)=10.0 1609.6.2.1 IBC Calculated wind load(roof)transverse to roof ridge MWRS (psf) 9.6 Ps30 (min)=10 Roof loads. Projected vertical roof area(SF) Total roof area including garage front 84 Design wind pressure(psf) 9.6 Total roof load pounds 806 Wind pressure x vertical area Roof diaphragm design allowable LB per ft 225 Roof diaphragm unit shear 37 Unit shear less than allowable Windward wall area sq. ft. 165 Design wind pressure psf 10.6 Windward and leeward wind load 1,749 Total lateral load from roof and wall area is 2,555 /2= 1,278Ibs. 2 Grid line A-1 = 1,2781bs. Grid line A-2 = 1,278Ibs. Grid Line A-1 Wind load for grid line A-1 = 1,2781bs. Net Shear wall Length=4' V = 1,278 =320p1f Net Wall Length 4 • Check Overturning on 4'wall OM=320 x 9.5 x 4 = 12,1601bs. RM= 8psf x 9.5 + l Opsf x 2'x 4=384 Force at wall ends=(12,160—384)/4=2,944 Holdowns are required. Check connection of pressure treated plate to foundation. Load=320p1f /" Anchor bolts= 8401bs 840/320p1f=2.5' on center. Use a minimum of three '/z" x 10"bolts per panel. Grid line A-1 Ok to use 8d galvanized nails 4" on center at all panel edges and 12" on center in the field. Panel edges are required to blocked and nailed. Ok to use a Simpson STHD10 strap at each end of the wall. If wall studs are nailed to a separate bottom plate use 16d nails @ 4" on center to tie sole plate to pressure treated sill plate. Grid line A-2 Wind load for grid line A-2= 1,2781bs. Net Shear wall Length= 18' V = 1,278 =71p1f Net Wall Length 18 Holdowns are not required by observation, 3 Grid line A-2 Ok to use code minimum nailing. • Use 7/16" OSB or %" cdx ply. 8d common nails @ 6" on center at panel edges and 12" on center in the field. Panel edges are not required to blocked and nailed. Components and Cladding Pnet =Adjustment factor for building height x Importance factor x Pnet30 = Importance factor= 1 x 1 x Pnet30= Pnet30 =Roof slope>27 to 45 degrees. Building wall zone 5 (corners) = 11.6+ 14.7=26.3psf x 77sf= 2,0251bs 2,025 /551bs= One 8d nail every 4"the full length of each corner panel and one stud in from the corner. Building roof zone 2= 11.1 + 24.1 = 35.2psf x 150sf= 5,2801bs. 5,280/551bs=One 8d nail 4" on center at gable end and one truss in and along all eave locations. See attached diagram. GZT Y Off. City of Anacortes Permit#: BLD-2005-0493 904 6th Street Issue date: 07/07/2005 twitter P.O.Box 547 co,` Anacortes, WA 98221-0547 Expire date: 09/05/2005 W (360) 293-1901 Job Address: 1311 6TH ST Permit Type: Demolition Permit ANACORTES WA 98221-1723 Project: APN: P55639 P55640 P55641 P55643 Remarks: Remove 12x20 shed/garage situated along back alley to prepare for new construction. Owner: BRIAN OLPIN Contractor: Address: PO BOX 4 Address: BOW WA 98232 Phone: (360)770-4507 Phone: License#: General Information: Fees: Total Calculated: Adjustments: Deposits/Receipts: Total Due: 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,, Jae* SIGNATURE OF OWNER OR AUTHORIZED AGENT ISS ED BY r r • s n CITY OF ANACORTE S t9 DEMOLITION PERMIT APPLICATION tiz.,L_ 4C Site Address: /ft.. // 644 ," Assessors Account No.: V %%%51 Date: aT 5� Lot(s): Block Addition: Owners Name: 81 iAN caw Contractors Name: ;kg b n4AA o /V.5?Wt/Ir[IN Address: To- poi 4 Address: Aar VVRNeN A WA State: pOVV7 WA Zip: 9$2_3 2 State: WA Zip: fl-73 Phone: c i( � p) 77(- 15227 Contractors License: 19e0 ‘Co 35 , Phone: • 7,07•-/An Have Utilities Been Notified? Description of proposed demolition. How will materials be disposed? Water Dept.: Yes k-) R'SMo 11A-L oG /z n 70 i1f b/6A1061::-- 51w4 rC- Electric: Yes a 4-LoN& SAGO A Lt-' "—al 7P*R& PVJ NtW Cable: Yes,4 , Cc 4 Ruc iciAl GN 5AIv1E 'nT - 0-7 re Gas: Ye: 410 as 41/e1 . 'e'Ri i- G2'UNi y nu-A4sFfR fl77 4/ BARRICADES TO BE PROVIDi R PUBLIC PROTECTION,AREA MUST BE ROPED OFF! Applic r Agent's Signature ASBESTOS WARNING Breathing asbestos is hazardous to your health. Before starting a renovation or demolition project, survey for friable asbestos materials. Notify Northwest Air Pollution Authority prior to asbestos removal or containment 1600 S.2'1 Street,Mt.Vernon,WA 98273 (360) 428-1617. ' Fire Department Approve Date: 6--a?— 06 Police Dept.Approval: Date:Public Works Department Approval c_ ate:b/ -30—os Comments: — ewrlLI 3 rLi, it:Il�+�1 p• u, i, Y 9$, City of Anacortes Permit#: BLD-2005-0493 904 6th Street Issue date: 07/07/2005 P.O.Box 547 Uy Anacortes, WA 98221-0547 Expire date: 09/05/2005 • ,. (360) 293-1901 k Job Address: 1311 6TH ST Permit Type: Demolition Permit ANACORTES WA 98221-1723 Project: APN: P55639 P55640 P55641 P55643 Remarks: Remove 12x20 shed/garage situated along back alley to prepare for new construction. Owner: BRIAN OLPIN Contractor: Address: PO BOX 4 Address: BOW WA 98232 Phone: (360)770-4507 Phone: License#: General Information: Fees: Total Calculated: Adjustments: Deposits/Receipts: Total Due: 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. i✓YrP MIGhe�r cP a) n SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUE BY Address ,/3/f , -a Legal Description 4)) /,,4 zC/< /' f— 7- 7 /1 /1 / 70 Assessors Account No . Permit� No. Date Description Date Finaled F 6 1 7Al.." • ,; 6' II < , � , r. lf', O.A.e#z r/�i fe- I 3 y i1 `- T �`,Vo /4.1.00 .ems I If 2" SHe'ETiNIr 1' "-ea ID AT / /Tavel- mA►Ju f gatkR.ED - TR.AASSEs i' rr R N U f A.cm/0. ev mc:1144- erg h �-q�sSCS ;, I n ` % b A . �� coop-rt. $LAB 4' 12 ! 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