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2006, 12-11 Permit App: 06004791 GarageProject Number: 06004791 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Date: 12/11/2006 Page 1 of 2 Permit Use: 30 X 34 POLE BARN GARAGE Contact: NBC STEEL BUILDING Address: 5329 N STEVENS C - S - Z: SPOKANE, WA. 99205 Setbacks: Front Left: Right: Rear: Phone: (509) 710-8586 Group Name: Site Information: Project Name: Plat Key: 000164 Name: BEARS SUB LOT 4 REMINGTON PK District: Sout Parcel Number: 352413601 Block: Lot: SiteAddress: 7414 E 5TH AVE Owner: Name: LATIMER, FRANK Address: 7414 E 5TH AVE Location:: CSV SPOKANE VALLEY, WA 99212 Zoning: UR -7 Urban Residential -7 Water District: 020 EAST SPOKANE Hold: ❑ Area: .00 Acres Width: 136 Depth: 75 Right Of Way (ft): 60 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information:' Review Building Plan Review e/Zoning/IlE Conditions "DM t1LDD_IIl fro monis lz u DU VCY1z— Gt c ur2 1 or accjyaJ2� Sltwn Permits. Operator: jnun Printed By: jmm Print Date: 12/11/2006 Project Number: 06004791 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 12/11/2006 Contractor: NBC STEEL BUILDINGS Address: 5329 N STEVENS SPOKANE, WA 99205 Description Grp Type Notes POLE BDLG U-1 VB Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Building Permit Page 2 of 2 Firm: NBC STEEL BUILDINGS Phone: (509) 710-8586 This Application: Sci Ft Valuation 1,020 $19,380.00 Totals: 1,020 $19,380.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Total Project: Sq Ft Valuation 1,020 $19,380.00 1,020 $19,380.00 Fee Amount $321.25 $80.31 $4.50 $406.06 Notes: Payment Summar.: Permit Type Fee Amoiint Invoice Amount Amount Paid Amount Owing Building Permit $406.06 $406.06 $0.00 $406.06 $406.06 $406.06 $0.00 $406.06 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: jmm Printed By: jmm Print Date: 12/11/2006 , Permit Center Sfiakane 11707 E Sprague Ave, Sui e-tp [E C \f .0000Valley Spokane Valley, WA' 99206- (509)688-0036 FAX: (509)5 0037 C Community Development www.spokanevallev.org..coin DEC 1 Lu1w D Residential Construction 6 st>t`uc on o Accessory Bldg Permit Application o Addition/Remodel o Deck o Other: PERMIT NUMBER:(4'$( i PERMIT FEE: SITE ADDRESS /74/W 4•43-- sv/i ASSESSORS PARCEL NO: 1 ? , 3/Di) LEGAL DESCRIPTION: Buildin owner .._y,x /i7 � # OF STORIES: Name: 471 Name: 'e/410 2. 4-71/ ',lee it _57('1)L> )< Address: ?4./2L/ -5'�A Phone: 7/`e - � CONSTRUCTION TYPE: City: t - )10hL • : 9 } / 2 Phone: _ / /p,_, ) Fax: Contact Person Name: ar. Phone: WO Describe the scope of work in detail: Contractor .._y,x /i7 � # OF STORIES: Name: 471 MAIN FLOOR TO SQ. FTG: Z let; Zl/i ' l _ Address: --573,.2, it _57('1)L> )< City: ;y" 9)( � DECK/COV. PATIO SQ. FTG: Zip: �l�,.2��.� Phone: 7/`e - � CONSTRUCTION TYPE: Fax: ...Lie NoJV ,Sf Exp. Date:-� 7 /�/ 7 City Business Lic No: 2 r' 02 7 ,f/L 7s.9.5"g/ Cost of Project: **************The following MUST be complete: (write NIA if not applicable)********************** HEIGHT TO PEAK:DIMENSIONS: 9, .._y,x /i7 � # OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. FTG: 2 OOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: /0 2_e. DECK/COV. PATIO SQ. FTG: 30% SLOPES ON PROPERTY: # OF BEDROOMS: nicri AIIiI D CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? 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 r be processed. Signature Date �� 6 Method of Payment: (Faxed permit applications will only be accepted with major bankcard) 0 Cash ❑ Check 0 Mastercard ❑ VISA Bankcard #: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 0 Other 11707 E Sprague Av.e Suite 106 ♦ Spokane Valley WA 99206 509.921.1000 + Fax: 509.921.1008 ♦ cityhall@spokanevalley.org Residential Plan Submittal Minimums ❑ Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. ❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations ❑ 22" X 30" attic access location ❑ 18" X 24" crawl space access: ❑ One-hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections O Foundation plan O Insulation information d° G 3e/ Ro?0 3 .`11X /4/ lit) t-74//47 f% A <-f- h,I . 53 TREATED POST - 4 - 16d GALV. NAILS EACH GIRT S8 2' X 4' BACKERS @ 48' O. C. - REQUIRED FOR 12' POST SPACING X 6' GIRT (FLAT) Z,LW o cum0- cul2' S8 \\/ 12 Z PURLIN CONNECTION METHODS: DETAIL 1 TRUSS COLUMN A). PURLINS MAY BE HUNG - OFF THE TRUSS TOP CHORD TYPICAL GIRT CONNECTION FACES W/ STANDARD NOTES FOR SECTION A -A SIMPSON JOIST HANGERS NOTES FOR FLOOR PLAN CONNECTION, PURLIN SUPPOR Si INTERIOR FRAME WOOD POSTS, SEE O TYPICAL PURLIN, SEE FLOOR Sl SCHEDULE THIS SHEET© - ------- GABLWALL P YPICAL T 3'-0" 3'0" DOOREPOSTS 4 X 6'6TYPICAL %S6POST FOOTING DIMENSIONS, B + 1' 8'1 D = 3' 0' —210—OAI MAXIMUM POST SPACING 12' 0' ®3 PURLINS @ 24. O,C„ BEARING OR LD -1 S3 JOIST HANGERS (TYPICAL) B'-0" 10-0" a SPANS 12' TO 60' W S5 •¢ m� — NO_ _NO I '-' Z A 10' & 12' POST SPACING o w N } ¢ a DOUBLE TRUSSES Za -I, - - y CZ W No ZC4 -Jo W_j M_ a.i CK -1 aw dN S5 ROOFNFASTTENEDOTOOPURLINS w c d; • ie. • • (_ L3 I o 00 i� -- ID"o _J o o J I X I x.t 1" — – 16d NAILS ~ Z,LW o cum0- ala ti w tUO \\/ 12 Z 10 DETAIL 1 TRUSS COLUMN 36' wm =� =a D )OUBLE TRUSSE 14 NOTES FOR SECTION A -A 50' _ CONNECTION, PURLIN SUPPOR 60' O TYPICAL PURLIN, SEE FLOOR Sl 30 - ------- 20° 3'-0" 3'0" PLAN FOR SIZE No 1� L+I —210—OAI ¢ yH y Z1# LD -1 S3 1124" B'-0" 10-0" 2' X 6' DF -L #2 FLAT GIRTS @ 24' O.C. N.1 1° H A — NO_ _NO 12-0" ;a.e" 10' & 12' POST SPACING 6" X G"0211 X 6" WIz" X_6" s" x s" wrz" x 6" Za -I, 1 1 No N a.i m> S5 ROOFNFASTTENEDOTOOPURLINS --- - - -- —--- 10"WI2" X 6" - --- - 1" — – 16d NAILS WITH a I W ° 124" 1 1/2' LONG WOODFAST TEKS. s" X 6" 26" W-0" o •LJ • o ZOU O o 28" 8'-0" NO GIRTS WITH 1' LONG POSTS UP TO 16'-0" WALL BOLTS & HARDWARE - HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL, ALL BOLTS 28°— 2B" o x C o X• cu C3 ROOFING & SIDING - METAL PANELS MAY BE STANDARD RIBBED STYLES AVAILABLE FROM 22'-0•' B" X 12" W12" X 6" 28" 3' 2 NO NO NO N N0j WLid N PURLINS WITH PLATED, GASKETED 1 X- LONG METAL TO WOOD FASTENERS. WALL PANELS `{ CONCRETE FLOORS, INCREASE SEE FOOTING ;{ CU .-+I- 6a OR 8„ 6" X 10" W!2" % 6" �w DETAIL �m SINGLE TRUSS RECOMMENDATIONS. w SOIL COMPACTION - ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH B4 9�OF ��P 1880A1557 7 ssIONALO 72-0" PLAN VIEW N.T.S. SEE DET AI 12 4� i -,— QUANTITY 10d NAIL ,TRUSS TO POST QUANTITY 10d NAILS BLOCK TO POST – E47 \\/ 12 Z 10 12 36' 14 12 40' 14 NOTES FOR SECTION A -A 50' J O 22 60' O TYPICAL PURLIN, SEE FLOOR Sl 30 6" x 8" 8" X 10" 20° 3'-0" 3'0" PLAN FOR SIZE No 1� L+I —210—OAI X 10" S2 TRUSS DESIGN BY OTHERS 3'-0" LD -1 S3 1124" B'-0" 10-0" 2' X 6' DF -L #2 FLAT GIRTS @ 24' O.C. 26" 26" H A — NO_ _NO 12-0" ;a.e" 10' & 12' POST SPACING 6" X G"0211 X 6" WIz" X_6" s" x s" wrz" x 6" = p = 3, 0. 3' 0" 3'-0" _NO —N0 No S4 CONCRETE FOOTING, SEE SCHEDULE No N — NO _ NO -- -- No S5 ROOFNFASTTENEDOTOOPURLINS --- - - -- —--- 10"WI2" X 6" - --- - 26" - ma— " WITH NO NO— W -- 0.45 124" 1 1/2' LONG WOODFAST TEKS. s" X 6" 26" W-0" NO WALLS FASTENED TO DIMENSION AND GRADED BY WWPA GRADING RULES, UNLESS NOTED OTHERWISE ON THE 28" 8'-0" NO GIRTS WITH 1' LONG POSTS UP TO 16'-0" WALL BOLTS & HARDWARE - HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL, ALL BOLTS 28°— 2B" y, WOODFAST TEKS. 1 _ No ROOFING & SIDING - METAL PANELS MAY BE STANDARD RIBBED STYLES AVAILABLE FROM 22'-0•' B" X 12" W12" X 6" 28" 3' 2 NO NO NO 0.47 0.6 T -W' NO PURLINS WITH PLATED, GASKETED 1 X- LONG METAL TO WOOD FASTENERS. WALL PANELS `{ CONCRETE FLOORS, INCREASE SEE FOOTING ;{ 24'-0" 6" X 10" W!2" % 6" 28° DETAIL YES RECOMMENDATIONS. w SOIL COMPACTION - ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH B4 9�OF ��P 1880A1557 7 ssIONALO 72-0" s'-0" s" x 6" 32" BUILDING SECTION A -A N.T.S. SINGLE OVERHEAD DOOR ❑PTI❑N FRONT ELEVATION N.T.S. NOTES FOR FRONT ELEVATION Si HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2' X 6' OR 2' X 8' STD JOIST HANGERS, LOWER TRUSS FOR END OVERHANG, IF REQ'D S2 2' X 10' HEADER S3 2' X 6' GIRTS @ 24' D.C., 10' BAYS, HF #2 2' X 6' GIRTS @ 24' O.C., 12' BAYS, HF #2 W/ 2' X 4' BACKERS @ 48' O. C. S4 2' X 8' FACIA BOARDS SS TREATED WOOD POSTS, SIZED PER SCHEDULE 0 TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT _I_ I POST a I C1Jj III SII LAMINATIONS NOTE: 2' X 6' LAMINATE MUST BE A TREATED MEMBER AND JUST EXTEND TO THE BOTTOM OF THE FOOTING. LAMI� TE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN DOTES FOR FOOTING DETAIL i TREATED POSTS AS SIZED PER SCHEDULE '2 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING 3 UNDISTURBED SOIL FOOTING DETAIL N.T.S. GABLE END TRUSS -7 NOTES FOR CONNECTION DETAIL Si MANUFACTURED TRUSSES TRUSS DESIGN BY TRUSS MANUFACTURER p4jRk1 0 MANUFACTURED TRUSS Me HTO DD r'AECrION PROVIDENOTCH TRUSS STS ' TRUSSSEAT. SS WOOD POST, SEE POST/FOOTING CHART (E)5/8-0 BOLT THROUGH TRUSS TOP CHORDS PLUS 4 - 50d THREADED HARDENED NAILS11N PRE -DRILLED HOLES S8 TYP. PURLIN, 2' X 6' HEM -FIR #2 @ {I 24' O. C. 0 2' X 6' EAVE GIRT i JAILS TRUSS TO COLUMN CHART BELOW uEn V.BLOCK 2 - 10d NAILS THRU !2' X 6' X TO COLUMN ;'BOLTING BLOCK a. CORNER POST e DETAIL 3 TYP, GABLE END TRUSS CONNECTION SPAN QUANTITY 10d NAIL ,TRUSS TO POST QUANTITY 10d NAILS BLOCK TO POST – E47 6 12 30' 10 12 36' 14 12 40' 14 16 50' 14 22 60' ' 14 30 S1 2' X 8' HEADER S2 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS 10'-0" 0111:'W 6" 1$_ W-• -91X NU - - - -8, 0" - --- " X 6" 6" x 6" - 18" 18" 3'-0" _8'-0" NO —NO - 10' 0° 14'-0" 6" X 6" W/2" X 6" 18" 3'-0" ROOF DL ALLOWS FOR A MAXIMUM OF 3' THICKNESS OF FIBERGLASS INSULATION. 70'-0" 10'-0" 16'-0-0" 18'-0" 6" x 8" 8" X 10" 20° 3'-0" 3'0" No No No 6" X 6" 6"xs" —210—OAI X 10" —20" 21" 3'-0" NO 1124" B'-0" 10-0" 6" X 6" 6"7f $" 26" 26" 3' 3, Q-0"" — NO_ _NO 12-0" ;a.e" 12-70" ; s•.e" 6" X G"0211 X 6" WIz" X_6" s" x s" wrz" x 6" w _26" 2s" 3, 0. 3' 0" 3'-0" _NO —N0 No POSTIFOOTING SCHEDULE 30' S PANS, 30 & 40 PSF LIVE LOAD INTERNATIONAL BUILDING CODE (IBC 2003) AND POST COLUMN FOOTING 1KNEEBRACE V-0" CONCRETE SPACING "H" W X D "B" DIA. 'T" REQUIRED IVOLUIVIE, YD 101-V ROOF DL ALLOWS FOR A MAXIMUM OF 3' THICKNESS OF FIBERGLASS INSULATION. 6" X 6" 26" 3'-0" NO OAI 10'-0" 10'-0" _8,-0„ 6" X 6" 6"xs" —210—OAI 3'4" NO 0.41 DOUBLE OVERHEAD DOOR ❑PTI❑N � -12 0 B'Ti-i. W/2" x_6"_ —26"— 26" 3'-0" 3,U' s�xe wrz°xs �- —NO— NO —0,41— 0.41 _14'-0 _ -0' 10 90'-0" _ 18'-0" 20''-0" ell X 8" W12" X 6" 6" X 8"W2" % G" _ ZS" 26" 3'-0" 3 4" W -V' No 0.41 — NO _ NO -- -- No OAI --- - - -- —--- 10"WI2" X 6" - --- - 26" - ma— " - 3'-2" 3'3 -- " NO NO— 0.44 -- 0.45 124" B'-0" s" X 6" 26" W-0" NO 0_47 0.47 0.47 DIMENSION AND GRADED BY WWPA GRADING RULES, UNLESS NOTED OTHERWISE ON THE 28" 8'-0" NO FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE RAT -RUN WEB POSTS UP TO 16'-0" WALL BOLTS & HARDWARE - HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL, ALL BOLTS 28°— 2B" 3'�0" NO _NO_ —Nd— 0_47 0,47 _ No ROOFING & SIDING - METAL PANELS MAY BE STANDARD RIBBED STYLES AVAILABLE FROM 22'-0•' B" X 12" W12" X 6" 28" 3' 2 NO NO NO 0.47 0.6 GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003E ALL STATE & LOCAL BUILDING CODES, THESE 6" X 13"W/2" X 6" INTERNATIONAL BUILDING CODE (IBC 2003) AND W.V. NO _ SPECIFICATIONS AND PLANS ARE DESIGNED FOR USE IN 30 PSF OR 40 PSF ROOF LIVE TRUSS WEB BRACING V-0" SPACING " ' "H" W X D `-"" - "B"DIA 'T° REQI CEILING LL = 0 PSF CEILING DL = 1 PSF Is FIELD SCREWS 610 it 1 1/2' AT 9' 04, (NEXT TO HIGH RIB) 20'-0" 22'-0" ROOF DL ALLOWS FOR A MAXIMUM OF 3' THICKNESS OF FIBERGLASS INSULATION. ■ EAVE AND RIDGE PU UN SCREWS 814 xl 1/2' AT BOTH SIDES OF EACH MAJOR RIB OPENING MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF - INTERIOR OR GABLE END TRUSS, S 3068 MAND❑❑R OPTION �l 10'-0" 10'-0" W-wl -10'-0" 6" X 6" 6"xs" 28" 3'4" NO —No TABLE 1804.2). LESSER SOIL CONDITIONS (AS REQUIRED BY THE BUILDING OFFICIAL) WILL DOUBLE OVERHEAD DOOR ❑PTI❑N � OPTIONAL F R 0 N T ELEVATION REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. to -0' –1a-0" 1z-0 s�xe wrz°xs �- 3'a' FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-99, — NO NOTES FOR TRUSS WEB BRACING, ( WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF -L #2 OR BETTER BY WWPA GRADINGS°': 22'-0" 1a'-0" 6"zi1` iw1 'xs" 26" v-6 3.4"_ No EAVE F+Uk1DrJs0�1 OPTIONAL FRONT ELEVATION TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUS: DRAWINGS AS ® ! I NO 10'-0' _ _76'0' 6"X 8' 26"- 2su 3-a' —Mo No THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES i' X 4' OR 2' X 4' WEB MEMBER BRACING MAY BE SUBSTITUTED FOR POSTS WITH _to -0 18'-0 -2&:6-"-6-X_10 6"X8'W_/2"X6 - DIMENSION AND GRADED BY WWPA GRADING RULES, UNLESS NOTED OTHERWISE ON THE "2NNDWALL POSTS SHALL BE 6" X 6" N.1S. FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE RAT -RUN WEB POSTS UP TO 16'-0" WALL BOLTS & HARDWARE - HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL, ALL BOLTS ,•.aF u ,, 16' WALL HEIGHT, _28� 3-0 _ No ROOFING & SIDING - METAL PANELS MAY BE STANDARD RIBBED STYLES AVAILABLE FROM m - 16'-0". 10 -0 22'-W 6" X IW. WI2" x 6 28" T -W' NO PURLINS WITH PLATED, GASKETED 1 X- LONG METAL TO WOOD FASTENERS. WALL PANELS �G1STEq p4 CONCRETE FLOORS, INCREASE _10-0 - 10'-0" 24'-0" 6" X 10" W!2" % 6" 28° 3' 2" YES RECOMMENDATIONS. w SOIL COMPACTION - ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH Od NAILS @ 6' D.C. Od NAILS @ 6' C 9�OF ��P 1880A1557 7 ssIONALO 72-0" s'-0" s" x 6" 32" 3'-0" No 12 Si I I X 41 X 6 OR 2 X 812-0" VIRGIN SIL A N CATED SHALL DBE TES THE THAT,SEAL OFNANHENGIN ER REGISTERED TO EXPIRES 12/29/07I 2 29 07 TRUS ES GN DA BY A DO BEAR N.T.S. PRACTICE IN THE STATE OF IN WHICH THE BUILDING WILL BE CONSTRUCTED. 4 F- NOTES FOR OPTIONAL FRONT ELEVATIONS -BRACE L -BRACE -;;, -_• - 12-0 _ .� 12'-0 „ ° 6 X 6 W/2 X 6 32 n 3-0 NO 2 - - - -- Saxs" _ 32"_ _ 3'-0" NO 0"1111" _14•-0" 18'-0X 8" W/2" X 6" 3E" 3'-V NO 124' 16'-0" 6" X 10" — 32° V-Wl NO 12.6" 20-0" VR10WP2" x 8" _32" 3'-a" —N4 "6"X12" 32° 3'-V NO S WEB MEMBER TRUSS WEB MEMBER 72-0" 24'-0" Sr -x 12" WI2" x s° 82" 3' 3" NO POST/FOOTING SCHEDULE 40'S PANS, W & 4D PSF LIVE L SECTION B—B SECTION B—B POST coLUMN 'TO " KNEE B SPACING "H" W % D DIAj "BDIA " REQUIi AT INTERIOR TRUSSES AT GABLE END TRUSS 101.0" -- - - — W.V S"X6" -- - --- — 30° —. 3'-0" .-. _NO _-- 10'-0" 1a'-0" 6" x 6" 3O" 3.p•• NO 10'-0" 6" X 6" W/2" % 6" 30" ' 3'-0" $1 S3 S2 _ 10 -0" _12'-0" 14'-0 6" X 8 WIZ"X.e 30" _ 3- _NO NO 10'-0" 16'-0" s" x 8" 30" 3-0" YEE SINGLE SLIDING DOOR ❑PTI❑N 10'-0" -to-0 16'-0" 6" —xv. Wit" X 6" 30" 3'-0" --NO S4� 1Er-0' 6x6 w/z°x6 30_ 3o'_—Na OPTIONAL FRONT ELEVATL�N 10'-0" 22',0" fell ic" 140 Gil %10" W/2" x 6" 18" 30" 3'4" NC N:rs, 10'-0 24' X12" 30u 3.2 YEE B'-0 6 %6 33 3-0 NO i SS TYPICAL TRUSS BOTTOM CHORD BRACING —12-0— 12-0"_ 120_ 'a-0" 12'0 s'�x8�=- 6"x6"W_I2"X6" 3,_ 3'4 "° NC 4 NOTES FOR TRUSS BOTTOM CHORD BRACING N. 1, 12-0"— 14'-0" 6" X 8" _33" 33" 3'-0" NC 16'-0" 6" X 8" W/2" X 6" 33" VV NC SS GABLE END TRUSS —12-0" 18_'-0" 0 DOUBLE INTERIOR TRUSSES 12'-0" 20'-0" i'--i-loll W/2" X 6° 33" 8'-0" NC — S© 2- X 4' X -BRACING @ 10' 0' O.C. 12-0 22'-0 8 X 12' S3 2' X 4- BOTTOM CHORD BRACING 10' 0' O.C. S® @ 12-0 _ Ei"x 12" Wit" X 8° _33_ 33" 3'-2 NC S© TOENAIL BRACES TO TRUSSES WITH POSTIFOOTINGSCHEDULE 48'TO52'SPANS, 30&40PSI 3 - 113d NAILS - pOs (, COLUMN FOOTING I KNEE B. ® BUILDING SPECIFICATIONS: SFAGING "H" W X D "B" DIA. 'T" I REQUI DITION OF THE I ... �. A., I .,r SS 0 2' X 10' HEADER UP TO 12' 0' DOORS y' 2' X 12' HEADER UP TO 20' 0' DOORS 2' X 12' BACKED WITH 2' X 6' UP TO 2�1 0' 0 2' X 6' HEADER 0 4' X 6' DOOR POST - 8' THRU 14' WALL HEIGHT W/ 2' X 6' FACER. 6' X 6' DOOR POST - 16' & 18' WALL HEIGHT W/ 2' X 8' FACER. S5 DOUBLE 2' X 6' KINGPOST a 10'-0" -0 10'" GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003E ALL STATE & LOCAL BUILDING CODES, THESE 6" X 13"W/2" X 6" INTERNATIONAL BUILDING CODE (IBC 2003) AND W.V. NO _ SPECIFICATIONS AND PLANS ARE DESIGNED FOR USE IN 30 PSF OR 40 PSF ROOF LIVE i`HPATHING ReQUIRMeNTS V-0" (SNOW LOAD), 85 MPH WIND SPEED, EXPOSURE B AND SEISMIC DESIGN CATEGORY C. t0'-0" 16'-0„ 18'-0' DESIGN LOADS - ROOF LL = 30 PSF OR 40 PSF ROOF DEAD LOAD = 5 PSFW THE FOLLOWING MINIMU4 ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED' ■ ROOF STEEL, 29 GAUGE GRAND -RID III, 36' WIDTH OR EQUIVALENT Vol 3'0" CEILING LL = 0 PSF CEILING DL = 1 PSF Is FIELD SCREWS 610 it 1 1/2' AT 9' 04, (NEXT TO HIGH RIB) 20'-0" 22'-0" ROOF DL ALLOWS FOR A MAXIMUM OF 3' THICKNESS OF FIBERGLASS INSULATION. ■ EAVE AND RIDGE PU UN SCREWS 814 xl 1/2' AT BOTH SIDES OF EACH MAJOR RIB OPENING MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF THE FOLLOWING ENDWALL DIAPHRAGM ARE NEEDEI 3068 MAND❑❑R OPTION �l MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY 6' WIDTH VALEN ■ ENDWALL STEED 29 GAUGE GRAND -RID III, 36' WIDTH 13RRI EQUIVALEN L, 29d FIELD SCREWS NT 9 O.C. (NEXT HIGH RID) 3'-0" GRAVEL AND CLAYEY GRAVEL (SW, SP, SM, SC, GM AND GC) SOILS OR BETTER CIBC 2003 ' , AND1/2' D RE BASEGIRT, END TRU:iS, AND DOOR HEADER SCREWS, Y14 x 1 1/2' --- IBI -0" TABLE 1804.2). LESSER SOIL CONDITIONS (AS REQUIRED BY THE BUILDING OFFICIAL) WILL e BOTH SIDES OF EACH MAJOR RIB. OPTIONAL F R 0 N T ELEVATION REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. DIAPHRAGM SCREWS 12aD"_ CONCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psi, 4 SACK MIX FOR 6„ X 10" W12° X 6° N.T.S. FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-99, — NO —0.79-- WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF -L #2 OR BETTER BY WWPA GRADINGS°': 22'-0" 6"X 12" W/2" X 6" RULES, UNLESS NOTED OTHERWISE ON THE PLANS. MAXIMUM MOISTURE CONTENT SHALL BE & nEIpPyH AG SORE,�S e EN➢WALL HASE GIRT .CROSS LRinG Rod END TRUSS TOP CHORD, NO—_ 19% BY WEIGHT, NAILING SHALL CONFORM TO IBC TABLE 2304.9,1 FASTENING SCHEDULE EAVE F+Uk1DrJs0�1 36" OTHER APPLICABLE SECTIONS OF CHAPTER 23 OF THE IBC• ALL NAILS INTO I NO 12 i PRESERVATIVELY TREATED WOOD SHALL BE ZINC COATED HOT -DIP GALVANIZED STEEL, 1 0.83 4, SILICONE BRONZE, COPPER OR STAINLESS STEEL. TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA C-16, C-22, C-23, C-24 & C-28, POSTS FOR BUILDINGS SHALL BE DIAP{{RqGM SCRE.WSI TYPICAL SCREW PATTERN, EXCEPT AS MAY BE SUBSTITUTED FOR POSTS WITH AS NOTED ON THE PLANS, ALL POST MATERIALS SHALL BE HEM -FIR #2 OR BETTER, FULL. NOTED ABOVE DIMENSION AND GRADED BY WWPA GRADING RULES, UNLESS NOTED OTHERWISE ON THE "2NNDWALL POSTS SHALL BE 6" X 6" PLANS, STEEL SFIEETING SCREW PATTERP POSTS UP TO 16'-0" WALL BOLTS & HARDWARE - HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL, ALL BOLTS ,•.aF u ,, 16' WALL HEIGHT, SHALL CONFORM TO ASTM A307, " " CUT HEM -FIR ##2 POSTS. ROOFING & SIDING - METAL PANELS MAY BE STANDARD RIBBED STYLES AVAILABLE FROM m - 16'-0". LOCAL MANUFACTURERS, GALVANIZED OR PAINTED, 29 GAUGE MINIMUM THICKNESS, ASTM BE FASTENED TO 'cONAL F 3'-4" DEEP. A653 STRUCTURAL QUALITY (SQ>, Fy = 80,0 ksl. ROOF PANELS SHALL a� FOR POST FRAME BUILDINGS WITH PURLINS WITH PLATED, GASKETED 1 X- LONG METAL TO WOOD FASTENERS. WALL PANELS �G1STEq p4 CONCRETE FLOORS, INCREASE SHALL BE FASTENED TO GIRTS WITH PLATED, GASKETED 1' OR LONGER METAL TO WOOD DEPTH X 4". FASTENERS, PANELS SHALL BE INSTALLED & FASTENED ACCORDING TO THE MANUFACTURER'S 4974 f RECOMMENDATIONS. w SOIL COMPACTION - ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH A VIBRATORY COMPACTOR TO 95% OF THE PROCTOR DENSITY AS DETERMINED BY ASTMTHAN 6',0 9�OF ��P 1880A1557 7 ssIONALO METHOD D. IF THE BACKFILLED AHSOIRLESTPR PROFESSIONAL. UNLESS 9ry/� BY TE TINGRIAL BY A QUALIFIEDHAS COMPACTION MUST E VERIFIEDNrpt�i SPLIT SLIDER DOOR OPTION I OTHERWISE NOTED ON THE PLANS, THE POSTS AND THEIR FOOTINGS MUST EXTEND INTO I OPTIONAL FR0NT ELEVATION VIRGIN SIL A N CATED SHALL DBE TES THE THAT,SEAL OFNANHENGIN ER REGISTERED TO EXPIRES 12/29/07I 2 29 07 TRUS ES GN DA BY A DO BEAR N.T.S. PRACTICE IN THE STATE OF IN WHICH THE BUILDING WILL BE CONSTRUCTED. " '"'' it NOTES FOR OPTIONAL FRONT ELEVATIONS TRUSS LOADING: TOP CHORD LIVE LOAD = 30 PSF OR 40 PSF -;;, -_• TOP CHORD DEAD LOAD = 5 PSF Q HALF TRUSS DESIGN BY OTHERS BOTTOM CHORD DEAD LOAD = 1 PSF _ SS 0 2' X 10' HEADER UP TO 12' 0' DOORS y' 2' X 12' HEADER UP TO 20' 0' DOORS 2' X 12' BACKED WITH 2' X 6' UP TO 2�1 0' 0 2' X 6' HEADER 0 4' X 6' DOOR POST - 8' THRU 14' WALL HEIGHT W/ 2' X 6' FACER. 6' X 6' DOOR POST - 16' & 18' WALL HEIGHT W/ 2' X 8' FACER. S5 DOUBLE 2' X 6' KINGPOST a 10'-0" -0 10'" 141-0" -0 16'" 6" X 13"W/2" X 6" 10'-0" -0 10'" 141-0" -0 16'" 6" X 13"W/2" X 6" W.V. NO _ 6" x s" _34" 34" V-0" W -W. t0'-0" 16'-0„ 18'-0' all x 8,, W/2" X V, _..-w 8" X 8" W/2" X 8" 34" Vol 3'0" _ NO —N4 NO 10'4" 10'-0" 20'-0" 22'-0" 6" x 10" - 6"X 16" Wit" X G" -34" _ 34" V-0" 3'-W' YES NO— OAS 468_ 0.88 0.66 0:68 0_66 0.66_ 0.70 -: ;.IT WAM.B EKE ENGINEERING 2913 E. 61st Court Daniel Wambeke P. E. Spokane. WA 99223 Tetehone: 509-443-6186 Fax: 509-448-6582 a -mall dwambeke@msn.com LAYOUT, STRUCTURAL DETAILS AND SPECIFICATIONS 12' TO 50' POST FRAME BUILDINGS 30 & 40 PSF LIVE LOAD IBC 2003 NBC STEEL BUILDINGS _ 5329 NORTH STEVENS SPOKANE WASHINGTON 99205 DRAWING NO., REV. A DLW –1 CHANGED PURLINS BRAWN WAMBEKE 1_22_06 NBC STEEL. IBC2003-06 A 16'-0" 6" X 6" WI2_" X 8" 3'-0"_ NO 0.79 _ 6"X 6_Wi2" X 6" _36" 36° W -W. NO -- _12_-0" 12-0" 12-0" 0.79 -- --- - - 12'01 -- ----— 6" X 8" ---- 36" V-Vl NO— _0.79_ NO -- -- 12-0" -14'-0" 16'-0_ " 6" X 8" W/2" X SIT --36" 3'-0" 0.78 ---- --- — 12-0" --- IBI -0" - ---- s" X 10" --- 3s" -- 3'-0" YES 0.79 12aD"_ 20'-0•' 6„ X 10" W12° X 6° 36° 3'-6" — NO —0.79-- 12-0" 22'-0" 6"X 12" W/2" X 6" 36" 3'-2" NO—_ 083. 36" V-2" I NO 1 0.83 NOTE: 1 THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 'r I ' - 2" X 6" LAMINATIONS. "2NNDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR #2 TREATEC POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR ##2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 2b"0 X 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". -: ;.IT WAM.B EKE ENGINEERING 2913 E. 61st Court Daniel Wambeke P. E. Spokane. WA 99223 Tetehone: 509-443-6186 Fax: 509-448-6582 a -mall dwambeke@msn.com LAYOUT, STRUCTURAL DETAILS AND SPECIFICATIONS 12' TO 50' POST FRAME BUILDINGS 30 & 40 PSF LIVE LOAD IBC 2003 NBC STEEL BUILDINGS _ 5329 NORTH STEVENS SPOKANE WASHINGTON 99205 DRAWING NO., REV. A DLW –1 CHANGED PURLINS BRAWN WAMBEKE 1_22_06 NBC STEEL. IBC2003-06 A SHEET, 1 OF I CHECKED EV BY DATE DESCRIPTION OF CHANGE PROJECT SHEET, 1 OF I O �!V'1tidJ oL Uolud svv3 -s),s a00-4 aNV s1rJv_e `s3ssnai jooa BOJ S-MOAV� `JiN63dNIJN3 3QinOdd CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS