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2007, 01-03 Permit App: 06004975 Pole BldgProject Number: 06004976 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 1/3/2007 Page 1 of 2 Project Information: WARKMMOMMWME,ft.-Alf* Permit Use: 36X48 POLE BLDG Setbacks: Front Left: Right: Rear: Site Information: Plat Key: 003220 Name: SOUTH ADAMS ADD Contact: US POLE BUILDINGS Address: 9609 E MAXWELL C - S - Z: SPOKANE VALLEY, WA 99206 Phone: (509) 220-9579 Group Name: Project Name: District: East Parcel Number: 45261.2609 Block: SiteAddress: 14807 E 17TH AVE Location:: CSV Zoning: UR -3.5 Urban Residential 3.5 Water District: 010 VERA Area: .00 Acres Width: 90 Depth: 213 Right Of Way (ft): 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Lot: Owner: Name: GAROFALO, ROGER Address: 14807 E 17TH AVE SPOKANE VALLEY, WA 99037 Hold: ❑ Review Information: Review Building Plan Review Relei ed Originally Released: 12/28/2006 By: TMELBOU Landuse/Zoning/HE Conditions Originally Released: 12/29/2006 By: MBASINGE Permits: , r Operator: JD Printed By: jmm Print Date: 1/3/2007 Project Number: 06004976 Inv: .1 No Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 1/3/2007 Contractor: US POLE BUILDINGS Address: 9609 E MAXWELL SPOKANE VALLEY, WA 99206 Description Grp Type Notes POLE BDLG U-1 VB Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE es: Payment Summary: Permit Type Building Permit Building Permit Firm: US POLE BUILDINGS Phone: (509) 220-9579 This Application: Si Ft Valuation 1,728 $32,832.00 Totals: 1,728 $32,832.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Page 2 of 2 Total Project: Sg Ft Valuation 1,728 $32,832.00 1,728 $32,832.00 Fee Amount $472.05 $118.01 $4.50 $594.56 K ••'' • , '54 ,• ' • Fee Amount Invoice Amount Amount Paid Amount Owing $594.56 $594.56 $0.00 $594.56 $594.56 $594.56 $0.00 $594.56 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: JD Printed By: jmm Print Date: 1/3/2007 Project Number: 06004976 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Date: 12/29/2006 Page 1 of 2 Permit Use: 36X48 POLE BLDG Setbacks: Front Site Information: Contact: US POLE BUILDINGS Address: 9609 E MAXWELL C - S Z: SPOKANE VALLEY, WA 99206 Left: Right: Rear: Phone: (509) 220-9579 Group Name: Project Name: Plat Key: 003220 Name: SOUTH ADAMS ADD District: East Parcel Number: 45261.2609 Block: Lot: SiteAddress: 14807 E 17TH AVE Owner: Name: GAROFALO, ROGER Address: 14807 E 17TH AVE Location:: CSV SPOKANE VALLEY, WA 99037 Zoning: UR -3.5 Urban Residential 3.5 Water District: 010 VERA Hold: [1 Area: .00 Acres Width: 90 Depth: 213 Right Of Way (ft): 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Released By: Originally Released: 12/28/2006 By: TMELBOU Landuse/Zoning/HE Conditions Permits: [Released By: 'flMJJ Operator: JD Printed By: JD Print Date: 12/29/2006 Project Number: 06004976 Inv: 1 Application Date: 12/29/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: US POLE BUILDINGS Address: 9609 E MAXWELL SPOKANE VALLEY, WA 99206 Description Grp Type Notes POLE BDLG U-1 VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Notes: Building Permit Firm: US POLE BUILDINGS Phone: (509) 220-9579 This Application: Sq Ft Valuation 1,728 $32,832.00 Totals: 1,728 $32,832.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Total Project: Sq Ft Valuation 1,728 $32,832.00 1,728 $32,832.00 Fee Amount $472.05 $4.50 $188.82 $665.37 Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $665.37 $665.37 $0.00 $665.37 $665.37 $665.37 $0.00 $665.37 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: JD Printed By: JD Print Date: 12/29/2006 Project Number: 06004976 Inv: I Application Date: 12/28/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 36X48 POLE BLDG Setbacks: Front Left: Right: Rear: Site Information: Plat Key: 003220 Name: SOUTH ADAMS ADD Contact: US POLE BUILDINGS Address: 9609 E MAXWELL C - S - Z: SPOKANE VALLEY, WA 99206 Phone: (509) 220-9579 Group Name: Project Name: District: East Parcel Number: 45261.2609 Block: SiteAddress: 14807 E 17TH AVE Location:: CSV Zoning: UR -3.5 Urban Residential 3.5 Water District: 010 VERA Area: .00 Acres Width: 90 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Lot: Owner: Name: Address: GAROFALO, ROGER 14807 E 17TH AVE SPOKANE VALLEY, WA 99037 Hold: ❑ Depth: 213 Right Of Way (ft): 0 Review Building Plan Review Permits: Released By: Originally Released: Contractor: US POLE BUILDINGS Address: 9609 E MAXWELL SPOKANE VALLEY, WA 99206 Description Grp Type Notes POLE BDLG U-1 VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT 12/28/2006 By: TMELBOU Building Permit Totals: Units 1 1 1 Operator: JD Printed By: JD Firm: US POLE BUILDINGS Phone: (509) 220-9579 This Application: Sq Ft Valuation 1,728 $32,832.00 1,728 $32,832.00 Unit Desc SELECT SELECT SELECT Permit Total Fees: Print Date: Total Project: Sc Ft Valuation 1,728 $32,832.00 1,728 $32,832.00 Fee Amount $472.05 $4.50 $188.82 $665.37 12/28/2006 Project Number: 06004976 Notes: Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 12/28/2006 Payment Summary: Permit Type Building Permit Fee Amount Invoice Amount $665.37 $665.37 $665.37 $665.37 Amount Paid $0.00 Amount Owing $665.37 $0.00 $665.37 Page 2 of 2 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: JD Printed By: JD Print Date: 12/28/2006 Spokane .000 Valley Permit Center 11707 E Sprague Ave, Suite 1'08 Spokane Valley, WA 9906; (509)688-0036 FAX: (509)6g8-00tyEC 2 7 2006 Community Development wv v.spok_anevatlev.org.co?'i , Residential Construction Permit Application PERMIT NUMBER: Ltz 7(c. PERMIT FEE: (., ;),i1 ,iNew'Construction o Addition/Remodel o Other: o Accessory Bldg ❑ Deck SITE ADDRESS L /V5 '7 / ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building owner -pr- a,-0/,;? .0 ': Name: Phone: 220 .-.5.---) / Fax: Lic No: a 5 4/#426 SS3,CQ Exp. Date: (4-0'7 Address: % /5/,‘S, 7 /7 '/4' FINISHED BASEMENT SQ. FTG: City: ij,PrA-d 4i/ --e. Zip: % % Q37 Phone: 927— 5b 96 Fax: CONSTRUCTION TYPE: HEAT SOURCE: `Contact Person Name: i om/5 Phone: (r i c) .22 0 qr.,j Describe the scope of work in detail: <-1lA x 'VS /'4 t % Contractor Name: 4' al 5„,/,4/3 - Address: Address: , '16,0 /17 4X Calk City: 5/v61/4_, Zip: cV 9.'216) Phone: 220 .-.5.---) / Fax: Lic No: a 5 4/#426 SS3,CQ Exp. Date: (4-0'7 City Business Lic No: Cost of Project: **************The following MUST be complete: (write N/A if not applicable)****** lk,************* HEIGHT TO PEAK: .2 Q DIMENSIONS: 3 (o x 4/8 X 75/ # OF STORIES: / TOTAL'S-{ABITABLE SPACE: /,<' "5 ox - MAIN FLOOR TO SQ. FTG: 2"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: GARAGES TG: j-] Z� DECK/COV. PATIO SQ. FTG: 30% SLOPES ON PROPERTY: # OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? DISCLAIMER The permitee verifies, acknowledges and agrees by their signature that 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application can be processed. -� Signature Date Method of Payment: (Faxed permit applications will only be accepted with major bankcard) 0 Cash 0 Check ❑ Mastercard 0 VISA Bankcard #: Expires: VIN#: ❑ Other Authorized Signature: REVISED 8/25/2005 to' 1 ,APPROVED BY• BY' DATE: 12-/2-0 0(0. 51 Pouf /Veo7 i7 74 99o3 Irl4.k veto 34A kit 9yl TREATED POST 4 - led GALV. NAILS EACH GIRT 6' GIRT (FLAT) TYPICAL GIRT CONNECTION NOTES FOR FLOOR PLAN ©INTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET Q GABLE WALL A TS - ' 6' TYPICAL FOOTING DOOR POSTS ' % 6' TYPICAL DIMENSIONS, 9'; ➢ = 3' 0' MAXIMUM POSTSPACING 12 1C PURLINS @ 24' OC., BEARING OR JOIST HANGERS (TYPICAL) SPANS IP TO DP PURLIN CONNECTION METHODS: ). PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STANDARD m2JOIST HANGERS OR EQUAL. B BUTTED Y TEDANDNAILED W/(2) 16d PAILS PURLINS LMAY UBEIN LAPPED AND NAILED W/(3) 16d NAILS ON CONNECTION METHODS •B' AND C'; TOENAIL BACK SIDE OF PURLIN W/(1> 16a MAT„.„ EACH iOP CHORD MEMBER D BLE TRDssE• 6N6LL TROs .. '� `® ti® PLAN VIEW 1.74111111kg, .40TES FOR SECTION P -A - R R wEP TRUSS DESIGN BY OTHERS FED CONCRETE FOOTING, SEE SCHEDULE PUHLIN © E EKS. N WOODFAST TUE E FOOTI DETAIL BUILDING SECTION A—A 111=1 ' ! 11711 11M11 IMIN1 IO1 11111 1•111 SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION 60)4 AFOR RTRUSS ELEVATION DESIGN F OTHERS SUPPORT PURLINS @ END TRUSS W/2'X 6' OR 2' X R9' TD JOIST HANGERS, OWER T OR END OVERHANG, IF REG'D S© 2' X 10' HEADER C) 2' X 6' GIRTS @ 24' OC., 10' BAYS, DF -L M2 2' X 6' GIRTS @ 24' O.L., 12' BAYS, DF -L . 0 2' X 0' FACIA BOARDS 0 TREATED WOOD POSTS, SIZED PER SCHEDULE TRERRER ' % 6' BOTTOM GIRT OR EATEO 2' % 10'BOTTOM GIRT NOTES FOR CONNECTION DETAIL C OP HORDS TRUSS 06500507 TRUSS MANUFACTURER SQ PURLIN SUPPORT STRUT 2' X '4' % FULL DEPTH OF TDP CHORD PLUS PURLIN.R NAIL PURLINS W/(3) 16d NAILS 03 NAIL STRUT TO TOP CHORD W/(3) 16d NAILS EACH SIDE. ®MANUFACTURED TRUSS. NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. SOS WOOD POST, SEE POST/FOOTING SCHEDULE. AD 4 -404 GALV. NAILS IN PRE -DRILLED HOLES OR 349 MACHINE BOLT QJ SOLID BLOCKING AT CONNECTION POINTS, I`] THE. PURLIN, SEE FLOOR PLAN FOR SIZE 0 2' X 6' OR 2' X B' TOP GIRT 0 4 - 16d NAILS DR 3/4'0 N. BOLT DETAIL 1 — TRUSS COLUMN CONNECTION, PURLIN SUPPORT DOUBLE OVERHEAD DOUR OPTION OPTIONAL FRONT ELEVATION NOTES FOR DETAIL 2- KNEEBRACE 0 TRUSS TOP CHORD, DESIGN BY OTHERS TRUSS BOTTOM CHORD, DESIGN BY OTHERS SOB 2' X 6' DE, k2 EACH SIDE 0 WOOD PBST, SEE POST/FOOTING SCHEDULE 0 4 -V. NAILS, EACH SIDE 1). KNEEL BRACE REQUIRED WHERE SHOWN DN POST/FOOTING SCHEDULE. BRACE NOT REQUIRED AT GABLE ENO TRUSSES. 23 ALTERNATE KNEE BRACE/POST AND TRUSS/POST __ CONNECTION - USE 3/4'9 THRU BOLTS, EACH LOCATION. .__.. POST COLUMN FOOTING IINERFROCE W X10" REQUIRED CONCRETE VOWS. SOT 0.20 DETAIL 2 KNEE BRACE BUILDING SPECIFICATIONS. GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATIONAL EU s05. 0 INiExTE* PUR U 22,21EU ;40:11 - gx op oo P sAtK MIx "R Fa"'". CUT Ix vucE E. 001Z1 73= P/E OP SBE QUALITY (SOL YA- BE DELTA RID SPLE. GALVANIZER OR PAINTED. 29 OAUDE iM zROOF PANELS SHALL HE FASIENED TO PLIALINS WIWI PLATED. CASKET. I .' STRUCTURAL BOO PI.PANELS SHALL BE FASTENED 70 PITTS WRH PLATED. CASKET. IF OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL" RFOISTEIBED TO PRACTICE IN 1. STATE IN WNICN POS IFOOTIWSOLEIBILEDESPANS.W.0 LIVE POST COLUMN FOOT . XACE CONCRETE SPACING "HE W X 10 EE No VOLUME OW 056 POSTWOOTINI3 SCHEDULE 40' SPA. OOLLIMN 40 PDF L1VNE'LOAD FOOTINO ANEEORPOE REQUIRED SINGLE SLID NG D000 OPTION OPTIONAL FRONT: ELEVATION NAILING PATTERN FOR POST LAMINATIONS NOTE: 2" X 6" UNINATE UST SE A TREATED MEMBER ONMIDOFNT OHE10 EO U.MINATE MA4 BE SPLICED ABOVE F COLUMN NOTES FOR FOOTING DETAIL TREATED POSTS AS SIZED PER SCHEDULE VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING C) UNDISTURBED SOIL 3068 MANDOOR OPTION OPTIONAL FRONT ELEVATION eLTS FOOTING DETAIL 8 - lod NAIL GABLE ENO TRUSS i;„' -`,A ' % IB' G BLOCK i B - 16d NAILS CORNER POST i 8 - 16d NAILS DETAIL 3 TYP. GABLE TRUSS CONNECTIEND ON ALL BELOW COLUMNS GHRTSS SPLIT SLIDER DOOR OPTION OPTIONAL FRONT ELEVATION NOTES FOR OPTIONAL FRONT ELEVATIONS 0 HALF T S DESIGN BY OTHERS © 12' 2' % 10• HEADER UP TD 12' U" ➢ RS 2' k EADER UP TO 20' ^DOORS 2' X 12' BACKED WITH 2' X 6' UP TO 24' 0' 0 2' X 6' HEADER Q V %H 6' EIDOGOR PAST -'8' THRU 14' ALL HT 6 % 6' DOOR POST -' & 18' X 8 WALL HEIGHT W/ 2' X08^ FACER, DOUBLE 2' X 6' KINGPOST TRUSS WEB BRACING INTERIOR OR GABLE END TRUSSES NOTES FOR TRUSS WEB BRACING, TRUSS DIAGRAmS WM16'007E16 REOUIRE'WE ' BER B' L)G, WHICH IS SHOWN ON TRUSS DRAWINGS AS THE FOLLOWTHESE O INSTRUCTIONS FOR TRUSS WEB NA SHO LL WEB MEMBER R RAM, T REPLACE M RUN• WEBABOvE REPLACES X a" OR 2" X 4' WEB MEMBER BRACING ICd NAILS @ 6' D.L. d NAILS @ 6' OCAT -BRACE OR 2 X 8' �I _BRACE —TRUSS WEB MEMBER TRUSS WEB MEMBER. SECTION B—B SECTION B—B AT INTERIOR TRUSSES AT GABLE END TRUSS 0— TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BUTTON CHORD BRACING ,CTs. GABLE END TRUSS . DOUBLE INTERIOR TRUSSES So 2' X %-BRACING @ 0' 0' OC. 33 2' X 4' BOTTOM CHORD BRACING @ 10'-0' O.C. OR, AS SPECIFIED BY TRUSS MANUFACTURER 0 3 EN'Od NPILS BRACES TO TRUSSES WITH 111111111111111111 111=1•111 1111111111111111111 111111111111111 TYPICAL SIDE ELEVATION SLIDING DOOR OPENING NOTES FOR SIDE ELEVATION 0 2' X 8' HEADER S© 2' X 10' HEADER FOR ID' 6 12' SLIDING D00RS 2' % 8' HEADER FOR 8' 3 SMALLER SLIDING DOORS EGFINVESS2, .9¢u ¢RES 11011E.6 STEEL SHEETING SCREW PATTERNS NTS NO NO 066 070 co— WAMBEKE ENGINEERING DM' W e, P. E. CrolLe% '9f213 Te1e0Hond DOA -6106 202, 509-998-6502 e -mall PEL.PRIEBBFBA coo LAYOUT, STRUCTURAL DETAILS AND SPECIFICATIONS POST FRAME 55160)NG5 30 & 40 P5F LIVE LOAD U. S. STEEL POLE BUILDINGS 9609 E. MAXWELL SPOKANE VALLEY. WASHIN TON 99206 BY Munk REV BY DATE DESCRIPTION OF CHANE STEEP PROM NO. 2006 ocyc 3m66. NH. SCAL11 06 � .S.STEEEELIBCY003-06 FROViD7: ENU!'sIEERINT LAYDLIT': ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO INSPECT*'NS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS tganle REVET7C);--' 's3OMPLIANCE SPnkANF: VALI FY F> M_I( [ISION 2-7 tz,