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2006, 08-14 Permit App: 06003194 Garage
Project Number: 06003194 Inv: 1 Application Date: 8/14/2006 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 24 X 30 POST FRAME GARAGE Setbacks: Front Left: Right: Rear: Site Information: Plat Key: 000000 Name: -Range" Page 1 of 2 ;x .t:k'.z�: ws.; w^"'s�w: �a.:..fa.,^<";..,,+&n.'..-. , cs'e,.i,'...E i,'.✓'q:t:.=� :...,.iF,A Contact: SPOKANE POST FRAME Address: 7001 E 2ND C - S - Z: SPOKANE, WA 99212 Phone: (509) 926-0865 Group Name: Project Name: ,-61 ltr i' -� /"X/14:,,,,,./ District: E Parcel Number: GG ����. Block: 6 Lot: t 2 SiteAddre09 N BURNS/RD Location:: CSV Owner: Name: OSBORN, DANIEL Address: 5009 N BURNS RD SPOKANE VALLEY, WA 99216 Zoning: SFR Water District: -3 Hold: 111Area: .000 Acres Width: 80 Depth: 125 Right Of Way (ft): 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Released By: 'Tit( tLl 6 4 Driveway/Approach Released By: Landuse/Zoning/HE Conditions Sewer Review Permits: Released By: Operator: AMB Printed By: AMB Print Date: 8/14/2006 APR 18 2003 12:12 FR City of Spokane V1//e East Sprague Avenue, Suite 106 L Valley, WA 99206 1) 1 AUG :i 6 4:516 /-! PHONE PERMIT # BUILDING G PERMIT APPLICATION �..2'2 OWATER OWNER'S ADORE. DESCRIBE JOB r q c„a f1- C/30,e.Nt YOB LOCATTON ... b 0? u e j PHoN E s P& K�+�r 4– 141-. 9 i'z l 6 3 o' B&8- 3-12(.1% THIS PROPERTY I8 OWNED BY: SING PARTNERSHIP CORP. —r-arsd=a:sssaaIVasaase ::::o:a:; a e::...... E3C;1 2 CONTRACTORS NAME (1 P1sY 'F �a-5 PHONE 9 24- cA6 S �r.4. E;OX 3. CONTACT PERSON OF PROJECT CONTRACTOR'S ADDRESS 30o ( t- 2 ^'=/ cITY Sftt– CONTRACTOR'S REG.* .'f o (% PC916 3" ° EXPIRATION DATE e. i l d (CARD MUST BE PRESENTED AND COP' EL► OIR VE RIME :; ADDRESS c( _aca xte .:.or.a PHONE ti Z t CITY Sf'dtcA-N' - _..�..... z1P.-- ams=--.w:araeaZ0esser:”:=.—II'ts= pG 13C.)X 5 ESTIMATED PROJECT COST $ 10 00Q e..__..:—ir:as EXISTING BLDG. VALUATION S, - .Z:..�- E3C1;(3 PROPERTY T.AX ACCOUNT NUM$ER U..£ (l 1-(6 3.5 tf- 1 Z LEGAL DESCRIPTION • arcs= .Cialdisa*-•-=grausiamarrart T eaaaa s._.. BUILDING SQUARE FOOTAGE (E. d ng / proposed) 3RD FLOOR / OTHER / BASEMENT UNFINISHED / • DECK _ CARPORT / TOTAL. / OX E ( ) SINOLE FAMILY ( ) MULTIFAMILY (NO. OF UNIT'S ( ) COMMERCIAL / INDUSTRIAL ( ) TENANT IMPROVEMENT 1ST FLOOR •! 2ND FLOCR_,_W___'_._...... BA$EMEt.T FINISH8D HEIGHT TO PEAK OF EUILDINl3 ( NEW CONSTRUCTION ( ) EXISTING ,STRU.'RE TOTAL. AREA OF PROPEP.TY LL6 ....�' iCl• IMPERVIOUS SURF=ACE +_.._..:iC. Fr, ___... s�lgtiss�s:..-�a�..*.•__-._-•— :...�.amsaw.:: ter __. 111f. F;I I f UNDER THE PENALTY OF PERJURY THAT THE INFORMATION FUR I5HEC BY ME is TRUfr A`J n ' __..r...... COFbUI CT TO THE BERT OF MY KNOWLEDGE AND FURtHER THAT I AM AUTHORIZED BY THE OWTNEF; t:>f T -IE ABOVE' PREMISES TO PERFORM THE WORK FOR WHICH THE APPLICATION IS MADE. CV NE:./AGENT_ ICs TQC DATE _____F4.1.11.0 r....r. betel y authorize the City of Spoken Volley to sharp the fps for tido permit to my eredit card: Materoard roma WW1 MM.. 0•111.110.01.0 NINO 4111••• Ammo arm. Explrador. Lube 2e t to of Slp $ Los 8iee'dar voserillt=arallitiorsasig aa�.�.n....... DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY : LAW AS CONS' CONT GENE SPOKANE POST. "FRAME 7001 E 2ND AVE SPOKANE WA 99212" 52i -f)52-000 (8/971 SPOKANE POST FRAME,INC. Engineered Pole Buildings shops garages storage buildings cabins kits -cost plus 7001 E. 2nd Ave Spokane. WA 99212 ROLFE WILL Sales Manager - Owner 509-926-0865 • Fax 509-924-5161 or 1-866-926-0865 Visit us at www.spokanepostframe.com -' Site Plan North Show streets/alley Show septic/sewer/drain(leld Show existing buildings Show proposed building Show setbacks - front, rear, sides. Show lot size ZONING CRITERIA - SPOKANE JOB NAME A- '0580A N PHONE f C`L L Y_ L4-2 0 ADDRESS Oo9 t j • 3 \ACP' is s QJ 4t) 41 i(,+) 4 , LEGAL DESCRIPTION �Q.21_4-Ll L -t 1-3 5-41 - 2 ‘/. 2.-- rIty If closer than 5' to property line - need firewall and parapet Out of rear 30' and closer than 5' - need waiver from neighbor Can't cover more than 501 of rear 25' Corner lot - building must be 20' from property line 50 minimum setback from front property line Less than 8' from residence - need f IrewalI Ltaxlmum square footage - IO% of lot area (Must be less than 3,000 so. (t.) May not subdivide lot so that building is more than 10% of residual lot area county Ir closer than 5' to property line - need firewall '0' from septic/dr ainf ieid t ess than 6' from residence - need firewall SzENEPAL SETBACKS ARE SHOWN BELOW. WILL NEED TO CHECK CODE BOOK AlID KNOW WHAT ZONING YOU'RE IN TO BE SURE. MAXIMUM BUILDING SIZE ALSO CHANGES WITH DIFFERENT ZONING. minimum side yard setback minimum rear yard setback Minimum front and side street sethark - 0S from rrnnarty lint) rr S5' from P pD5f cX . 2'J'36 ► �'. ,� Ho' T,up -. WAMBEKE ENGINEERING 2913 East 615` Court Daniel Wambeke, P. E. Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com August 10, 2006 Mr. Jeff Palmer SPOKANE POST FRAME, INC. 7001 E. 2nd Avenue Spokane, WA 99212 SUBJECT: 24' X 30' X 14' POST FRAME BUILDING FOR DAN OSBURN, 5009 N. BURNS ROAD, SPOKANE VALLEY, WA Dear Jeff: This post frame building has been sold to Mr. Osburn and will be erected according to standard plans prepared for Spokane Post Frame, Inc. for 30 PSF live load, 85 MPH wind speed, Exposure B, Seismic Design Category C and 2,000 PSF allowable soil bearing pressure, IBC 2003. Posts are located © 10' o. c. and the roof has a 4:12 pitch. I have reviewed the design of this building and checked it for the diaphragm design criteria used in the standard plan design. The front endwall has a 16' x 12' overhead door. There is sufficient steel sheeting on these endwalls to transfer lateral loads imposed on the roof and walls to the post foundations. The rear endwall has a no openings. There is sufficient steel sheeting on these endwalls to transfer lateral loads imposed on the roof and walls to the post foundations. The left sidewall has no openings. The right sidewall has a 3' pass door. Sidewall openings do not affect the lateral load resistance of the building. Use standard post frame building plans for all framing details with the above exception for this building. Please feel free to contact me if you have any additional questions about the design of this building. ncerely, Daniel Wambeke, P.E. Enclosures DW:dw 1 EXPIRES 12/29/0?- I Designer of Small Structures, Post Frame Buildings, Foundations, -5 Fru 0,e- -700 e.-700 / 4- ��alZ pr)V-0 IAA CuYTc Mc --rt.' DPrtV 0s�U �n SOo' N • :� • Sp1L -rim 'we,. 2(I X30 Xi4 o Xe t(eXlz 01+0. - lo t goky s. AMA/rid- .E.vd, guc f t0 AI a 38, 16 /6 II - 1 L 1 4 POST/FOOTING SCHEDULE 12' - 24' SPANS, 30 & 40 PSF LIVE LOAD TI KNEE BRACE CONCRETE POST COLUMN FOOTING SPACING "H" W X D "B" DIA. '.T" REQUI RED VOLUME, YD 10,-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 12'-0" 8'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 8'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 6 X 6" 6" X 6" 6"X6"W/2"X6"- 6" X 8" 6"X10" 6"X10"� 6" X 6" 6" X 6" 6"X6"W/2"X6" 6" X 6" W/2" X 6" 6"X8"W/2"X 6" 6"X8"W/2"X6" 6" X 10" W/2" X 18" 3'-0" 18" 3'-0" 18" 3'-0" 18" 3'-0" 20" 3'-0" 20" 3'-0" 21" 3'-0" 26" 3'-0" 26" 3'-0" 26" 3'-0" 26" 26"3%0" 26" ._. _ ... 3'-0" 26" 3'-2" 3'-0" NO NO NO NO NO NO NO NO NO NO a...� NO NO NO NO 0.20 0.20 0.20 0.20 0.24 0.24 0.27 0.29 0.29 0.29 0.29 0.29 0.29 0.35 NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6" LAMINATIONS. 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR #2 TREATED 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 20"0 X 3'-O" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"9 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". EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 12' TO 24' SPANS DRAWN BY WAMBEKE DATE 6-30-04 APPROVED SCALE NTS SPFI.07A REV, POST/FOOTING SCHEDULE 30' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T' REQUIRED VOLUME, YD3 10'-0" 8'-0" 6" X 6" 26" 3'-0" NO 0.29 _ .10'-0"10'-0" . - ... 6" X 6" _.__ 26" _ - 3'-0" -- NO ........._ ..... 0.29 __. _._..__ ...__. 10'-0" 12'-0" 6 X 6"W/2 X 6 26" 3'-0" NO 0.29 10'-0" 14'-0" 6" X 6" W/2" X 6" 26" 3'-0" NO 0.29 10'-0" 16'-0" 6" X 8" 26" 3'-0" NO 0.35 10'-0" 18'-0" 6" X 8" W/2" X 6" 26" 3'-0" NO 0.35 10'-0" 20'-0" 6" X 8" W2" X 6" 26" 3'-0" NO 0.35 10'-0" 22'-0"6" X 10" W/2" X 6" 26" 3'-2" NO 0.35 101-0" ' 24-0 " .___. .. _.......... 6" X 12" 26" 3'-3" NO -.__...___..__._. 0.38 12-0" 8'-0" 6" X 6" 28" 3'-0" NO 0.35 12-0" 10'-0" 6" X 6" 28" 3'-0" NO 0.35 12-0" 12'-0" 6" X 6 W/2 X 6 28" 3'4' NO 0.35 12-0" 14'-0" 6" X 8" 28" 3'-0" NO 0.41 12-0" 16'-0" 6" X 8" W/2" X 6" 28" 3'-0" NO 0.41 12-0" 18'-0" 6" X 10" 28" 3'-0" NO0.41 12-0"20'-0" 6" X 12" 28"... _...3'-0" ..... _ NO ....._.._ _ ......._. _.... 0.41 12-0" 22'-0" 6" X 12" W/2" X 6" 28" 3'-2" NO 0.43 12-0" 24'-0" 6" X 12" 28" 3'-6" NO 0.48 NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6" LAMINATIONS. 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM—FIR #2 TREATED 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 20"0 X 3'—O" 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" Sc FOOTING DEPTH X 4". EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 30' SPANS DRAWN BY VAMBEKE DATE 6-30-0A APPROVED SCALE NTS SPFI.07B REV. Z Z H H J J CL W W 0 `D 103 X X (U CU W W 0 0 � J 12'-0" TO 50'-0N ROOF FRAMING PLAN \--WOOD COLUMNS SEE SCHEDULE EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS ROOF FRAMING PLAN DRAWN BY WAMBEKE DATE 6-30-04 APPROVED SCALE NTS SPFI.02 REV, rMAIN BUILDING POST r—TWO 5/8"0 M. BOLTS THRU POST ,—STEEL POST ATTACHMENT BRACKET 10 GA. HRS STEEL SIDES F—LEAN-TO RAFTERS 2" X 10" MSR 2,2505-1,8E - 12' BAYS 2" X 10" MSR 1,950E -1,7E - 10' BAYS 2" X 3" S❑LID FILLER NOTCH 2" X 10" TO SEAT IN BRACKET 5/8"0 M. BOLT THRU RAFTER 4 - 30d NAILS 6" X 6" P. T. / LEAN-TO POST 1/4" X 3" X 6 1/4" STEEL BOTTOM PL EXPIRES 12/29/07 SPOKANE POST FRAME, INC. LEAN-TO BEAM ATTACHMENT TO MAIN BUILDING POST - 30 & 40 PSF L.L. DRAWN BY WAMBEKE DATE 6-30-0 APPROVED SCALE NTS SPFI.17 REV. VERT. MEMBER VERT. MEMBER 1- 0 w 2 1- a. w 16d NAIL @ 10' D.C. 2' X 6' FULL WIDTH 8 1/2' SIMPS❑N J❑IST HANGER 2' X 6' OR 2' X 8' PURLIN 2' X 8' 2' X 10' OR 2' X 12' VERTICAL MEMBERS - SEE CHART SECTION A - A STANDARD RAFTER DETAILS FULL WIDTH 2' X 6' SIMPS❑N J❑IST HANGER 2' X 6' OR 2' X 8' PURLIN 8 1/2' 16d NAIL @ 10' ❑,C, 2' X 8', 2' X 10' OR 2' X 12' VERTICAL MEMBERS - SEE CHART SECTION A - A BOX BEAM DETAILS VERT. MEMBER 2' X _ LAMINATED TO ENDWALL RAFTER WHERE REQ'D - SEE CHAR 16d NAIL @ 10' ❑,C, 16d NAIL @ 10' 0.0. 2' X 8' 2' X 10' OR 2' X 12' ENDWALL RAFTER - SEE CHART SECTION A - A STANDARD ENDWALL RAFTER DETAILS EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS LEAN-TO BEAM CONNECTIONS SCALE NTS SPFI.16 NOTES FOR F❑❑TING DETAIL TREATED POSTS AS SIZED PER SCHEDULE - VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING C3 UNDISTURBED SOIL • DUiLL11VU �rct.ir LLIi i LLJN GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATIONAL BUILDING CODE <IBC 2003) AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 40 PSF LIVE LOAD SITUATIONS. BUILDINGS ARE DESIGNED FOR 30 OR 40 PSF LIVE <SNOW) LOAD, 85 & 90 MPH WIND SPEED, EXPOSURE B & SEISMIC DESIGN CATEGORY B, SEISMIC DESIGN CATEGORY C. DESIGN LOADS - ROOF LL = 30 OR 40 PSF ROOF DEAD LOAD = 5 PSF* CEILING LL = 0 PSF CEILING DL = 1 PSF * ROOF DL ALLOWS FOR A MAXIMUM OF 3' THICKNESS OF FIBERGLASS INSULATION. * MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL & CLAYEY GRAVEL (SW, SP, SM, SC, GM & GC) SOILS OR BETTER CIBC 2003 TABLE 1804.2). LESSER SOIL CONDITIONS (AS REQUIRED BY THE BUILDING OFFICIAL) WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. CONCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psl, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-92. WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF -L #2 OR BETTER BY WWPA GRADING RULES, UNLESS NOTED OTHERWISE ON THE PLANS. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT, NAILING SHALL CONFORM TO IBC TABLE 2304.9,1 FASTENING SCHEDULE & OTHER APPLICABLE SECTIONS OF CHAPTER 23 OF THE IBC. CCA TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA C-16, C-22, C-23, C-24 & C-28. POSTS FOR BUILDINGS SHALL BE AS NOTED ON THE PLANS, ALL POST MATERIALS SHALL BE HEM -FIR #2 OR BETTER, FULL DIMENSION AND GRADED BY WWPA GRADING RULES, UNLESS NOTED OTHERWISE ON THE PLANS. BOLTS & HARDWARE - HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL, ALL BOLTS SHALL CONFORM TO ASTM A307. ROOFING & SIDING - METAL PANELS MAY BE STANDARD RIBBED STYLES AVAILABLE FROM LOCAL MANUFACTURERS, GALVANIZED OR PAINTED, 29 GAUGE MINIMUM THICKNESS, ASTM A653 STRUCTURAL QUALITY (SQ), Fy = 80.0 ksi. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 M' LONG METAL TO WOOD FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED, GASKETED 1' OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED & FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS, SOIL COMPACTION - ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH A VIBRATORY COMPACTOR TO 95Y OF THE PROCTOR DENSITY AS DETERMINED BY ASTM A1557, METHOD D. IF THE BACKFILLED MATERIAL HAS A DEPTH GREATER THAN 6', COMPACTION MUST BE VERIFIED BY TESTING BY A QUALIFIED SOIL'S PROFESSIONAL. UNLESS OTHERWISE NOTED ON THE PLANS, THE POSTS AND THEIR FOOTINGS MUST EXTEND INTO VIRGIN SOIL A DEPTH EQUIVALENT TO THAT INDICATED ON THE PLANS, S. ARE OR R'UND FOOTING DETAIL N.T.S. EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS LEAN-TO BEAM SCHEDULE, SPECS & FOOTING DRAWN BY WAMBEKE DATE 6-30-0i APPROVED SCALE NTS SPFI.1 5 REV. RAFTER SECTION CHART SPAN BAY SPACE LIVE LOAD PSF RAFTER SECTION SIZE OR COMBINATION ENDWALL RAFTER SECTION SIZE OR COMBINATION 1P' 0' 8' 0' 40 2 2' X 8' & 2 - 2' X 6' BOX 2" X 12" & 2' X 8' 12' 0' 10' 0' 40 2 - 2' X 10' & 2 - 2' X 6' BOX 2' X 12" & 2' X 8' 1P' 0" 1?' 0' 40 2 - 2' X 10' & 2 - 2" X 6' BOX 2 - 2' X 12" 14' 0' 8' 0" 30 2 - 2' X 10" & 2 - 2' X 6' BOX 2" X 12 & 2' X 10' 14' 0" 10' 0" 30 2 - 2' X 10' & 2 - 2' X 6' BOX 2' X 12' & 2' X 10" 1,4' 0" 1?' 0' 30 2 - 2' X 12' & 2 - 2" X 6' BOX 2 - 2' X 12" 14'1' 8' O' 40 2 - 2" X 10' & 2 - 2' X 6' BOX 2 - 2' X 12' 14' 0' 10' 0' 40 2 - 2' X 12' & 2 - 2" X 6' BOX 2 - 2' X 12' DF-L #1 14' 0" 1?' 0' 40 2 - 2' X 12' & 2 - 2' X 6' BOX DF-L #1 2 - 2' X 12' DF-L #1 16' 0' 8' 0' 30 2 - 2' X 12' DF-L S, STRUCT, 2" X 12' DF-L S. STRUCT. 16' 0' 10' 0' 30 2 - 2" X 12' & 2 - 2' X 6' BOX 2 - 2' X 12" 16' 0'l?' 0' 30 2 - 2' X 12' & 2 - 2' X 6' BOX DF-L #1 2 - 2' X 12' DF-L S.S. 16' 0' 8' 0' 40 2 - 2' X 12' & 2 - 2' X 6" BOX 2 - 2' X 12' DF-L #1 16' 0' 10' 0" 40 2 - 2' X 12' & 2 - 2' X 6' BOX DF-L S,S 2 - 2' X 12' DF-L S,S, 16' 0" 1?' 0" 40 4 - 2' X 12' & 2 - 2' X 6' BOX DF-L 5,5 2 - 2' X 12" DF-L S.S. NOTES FOR F❑❑TING DETAIL TREATED POSTS AS SIZED PER SCHEDULE - VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING C3 UNDISTURBED SOIL • DUiLL11VU �rct.ir LLIi i LLJN GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATIONAL BUILDING CODE <IBC 2003) AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 40 PSF LIVE LOAD SITUATIONS. BUILDINGS ARE DESIGNED FOR 30 OR 40 PSF LIVE <SNOW) LOAD, 85 & 90 MPH WIND SPEED, EXPOSURE B & SEISMIC DESIGN CATEGORY B, SEISMIC DESIGN CATEGORY C. DESIGN LOADS - ROOF LL = 30 OR 40 PSF ROOF DEAD LOAD = 5 PSF* CEILING LL = 0 PSF CEILING DL = 1 PSF * ROOF DL ALLOWS FOR A MAXIMUM OF 3' THICKNESS OF FIBERGLASS INSULATION. * MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL & CLAYEY GRAVEL (SW, SP, SM, SC, GM & GC) SOILS OR BETTER CIBC 2003 TABLE 1804.2). LESSER SOIL CONDITIONS (AS REQUIRED BY THE BUILDING OFFICIAL) WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. CONCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psl, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-92. WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF -L #2 OR BETTER BY WWPA GRADING RULES, UNLESS NOTED OTHERWISE ON THE PLANS. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT, NAILING SHALL CONFORM TO IBC TABLE 2304.9,1 FASTENING SCHEDULE & OTHER APPLICABLE SECTIONS OF CHAPTER 23 OF THE IBC. CCA TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA C-16, C-22, C-23, C-24 & C-28. POSTS FOR BUILDINGS SHALL BE AS NOTED ON THE PLANS, ALL POST MATERIALS SHALL BE HEM -FIR #2 OR BETTER, FULL DIMENSION AND GRADED BY WWPA GRADING RULES, UNLESS NOTED OTHERWISE ON THE PLANS. BOLTS & HARDWARE - HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL, ALL BOLTS SHALL CONFORM TO ASTM A307. ROOFING & SIDING - METAL PANELS MAY BE STANDARD RIBBED STYLES AVAILABLE FROM LOCAL MANUFACTURERS, GALVANIZED OR PAINTED, 29 GAUGE MINIMUM THICKNESS, ASTM A653 STRUCTURAL QUALITY (SQ), Fy = 80.0 ksi. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 M' LONG METAL TO WOOD FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED, GASKETED 1' OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED & FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS, SOIL COMPACTION - ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH A VIBRATORY COMPACTOR TO 95Y OF THE PROCTOR DENSITY AS DETERMINED BY ASTM A1557, METHOD D. IF THE BACKFILLED MATERIAL HAS A DEPTH GREATER THAN 6', COMPACTION MUST BE VERIFIED BY TESTING BY A QUALIFIED SOIL'S PROFESSIONAL. UNLESS OTHERWISE NOTED ON THE PLANS, THE POSTS AND THEIR FOOTINGS MUST EXTEND INTO VIRGIN SOIL A DEPTH EQUIVALENT TO THAT INDICATED ON THE PLANS, S. ARE OR R'UND FOOTING DETAIL N.T.S. EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS LEAN-TO BEAM SCHEDULE, SPECS & FOOTING DRAWN BY WAMBEKE DATE 6-30-0i APPROVED SCALE NTS SPFI.1 5 REV. PURIM SIZES AND SPACING USE 2' X 6' DF{ Y2 8 2' 0' ac,, 8' BAYS USE 2' X 6' DF—L 02 8 2' 0' D.C., 10' BAYS USE 2' X 8' DF—L 112 Q 2' 0' O.C., 12' BAYS PURLIN CONNECTION METHOD PURLINS WILL BE HUNG FRON LEAN TO RAFTERS WITH STANDARD SIMPSON JOIST HANGERS OR EQUAL. NOTES FOR LEAN TO GIRTS GIRTS ARE NOT REQUIRED FOR SUPPORT OF POSTS. BUILDING LEAN TO'S MAY BE OPEN OR ENCLOSED USUSE 2' X 6' DF -L 102 GIRTS Q 2' 0' DX. FOR 0' BAYS USE 2' X 6' DF—L N2 GIRTS 8 2' 0' OdC. FOR 12' BAYS NOTES FOR LEAN TO CONNECTION DETAIL ® MANUFACTURED TRUSS NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. ® TRUSS SUPPORT POST. SEE POST/FOOTING SCHEDULE ® 3/4' DIA MACHINE BOLT 02' X 6' X 24' DF—L CONNECTION BLOCK PROVIDE BLOCK EACH SIDE OF POST. ® TYP. PURLIN. SEE CHART AT LEFT FOR SIZES. 2' X 6. OR 2' X 8' EA VE GIRT ® 2' X 6' DF—L GIRTS 8 24' O.C.. TYPICAL 8', 10' OR 12' BAYS ® 6' X 6' FULL SIZE LEAN TO POST ® 16d NAILS 63) LEAN—TO RAFTERS — SEE CHART 6 SECTION A—A LEAN-TO ADDITION TO POST FRAME BUILDING CONTINUOUS ROOF SLOPE EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS LEAN-TO FRAMING PLANS DRAWN BY WAMBEKE DATE 6-30-04 APPROVED SCALE NTS REV. SPFI.14 TRUSS WEB BRACING INTERIOR OR GABLE END TRUSSES NOTES FOR TRUSS WEB BRACING: TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS AS [XI THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES 1' X 4' OR 2' X 4' WEB MEMBER BRACING FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT -RUN' WEB 10d NAILS @ 6' O.C. X 6' OR 2' X 8' L -BRACE Od NAILS @ 6' O.C. ' X 4' L -BRACE TRUSS WEB MEMBER TRUSS WEB MEMBER SECTION B -B SECTION B -B AT INTERIOR TRUSSES AT GABLE END TRUSS EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS TRUSS WEB BRACING DRAWN BY DATE WAMBEKE 6-30-0 APPROVED SCALE NTS SPFI.13 REV, TYPICAL TRUSS BOTTOM CHORD BRACING N.T.S. NOTES FOR TRUSS BOTTOM CHORD BRACING 0 GABLE END TRUSS 0 DOUBLE INTERI❑R TRUSSES S3 2' X 4' X -BRACING @ 10' 0' ❑,C, 0 2' X 4' BOTTOM CHORD BRACING @ 10' 0' O.C. 0 TOENAIL BRACES TO TRUSSES WITH 3 - 10d NAILS 1" 1" cu 6", 8" OR 10" POST 16d NAILS ■11■ GIRTS cuI ■11■ (TYR,) METAL SIDING NAILING PATTERN FOR POST LAMINATIONS NOTE, 2' X 6' LAMINATE MUST BE A TREATED MEMBER AND MUST EXTEND TO THE BOTTOM OF THE F❑❑TING. LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN EXPIRES 12/29/07 SHEATHING REQUIRMENTS THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED, Ix ROOF STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT ) FIELD SCREWS, #10 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB) EAVE AND RIDGE PURLIN SCREWS, #14 xl 1/2' AT BOTH SIDES OF EACH MAJOR RIB THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED, ENDWALL STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT A( FIELD SCREWS, #10 x 1 1/2' @ 9' O.C, (NEXT TO HIGH RIB) x BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS, #14 x 1 1/2' @ BOTH SIDES OF EACH MAJOR RIB. rDIAPHRAGM SCREWS ENDWALL DOOR SCREWS ENDWALL BASE ACROSS CHORD, EAVE & RIDGE PURLINS ON ROOF DIAPHRAGM SCREWS, TYPICAL SCREW PATTERN, EXCEPT AS NOTED ABOVE STEEL SHEETING SCREW PATTERNS N.T.S SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS TRUSS BRACING & POST LAMINATIONS DRAWN BY DATE WAMBEKE 6-30-0 APPROVED SCALE NTS SPFI.12 REV. OVERHEAD DOOR OPENING SLIDING DDDR OPENING 4%($/\/% / /\,\% // / //\���. TYPICAL SIDE ELEVATION NOTES FOR SIDE ELEVATION 0 2' X 8' HEADER 0 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS N,T,S, TREATED POST - 16d GALV, NAILS EACH GIRT 2' X 6' GIRT (FLAT) _TYPICAL GIRT CONNECTION EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS SIDEWALL FRAMING DRAWN BY WAMBEKE DATE 6-30-04 APPROVED SCALE NTS SPFI.1 1 REV, DOUBLE OVERHEAD D❑❑R OPTION OPTIONAL FRONT ELEVATION N,T,S, NOTES F❑R ❑PTI❑NAL FR❑NT ELEVATIONS 0 HALF TRUSS DESIGN BY OTHERS 0 2' X 10' HEADER UP T❑ 12' 0' DOORS 2' X 12' HEADER UP T❑ 20' 0' DOORS 2' X 12' BACKED WITH 2' X 6' UP T❑ 24' 0' 0 2' X 6' HEADER S4 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, 0 DOUBLE 2' X 6' KINGPOST SINGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION MT,S, EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS OPTIONAL ENDWALL FRAMING DRAWN BY WAMBEKE DATE 6-30-04 APPROVED SCALE NTS SPFI.10 REV. SEE DETAIL 12 3068 MAND❑❑R ❑PTI❑N 'r S OPENING I -fl OPTIONAL FRONT ELEVATION N,T,S, NOTES FOR ❑PTI❑NAL FRONT ELEVATIONS 0 HALF TRUSS DESIGN BY OTHERS 0 2" X 101 HEADER UP TO 12' 0' DOORS 2" X 12' HEADER UP TO 20' 0' DOORS 2' X 12' BACKED WITH 2' X 6' UP TO 24' 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. SS DOUBLE 2' X 6' KINGPDST SPLIT SLIDER DOOR ❑PTI❑N OPTIONAL FRONT ELEVATION N.T.S. EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS OPTIONAL ENDWALL FRAMING SPFI.09 12 0000411**14iiirmili* 40.01 /� 1 1 T 20' 0' MAXIMUM I IMF i 1 ''�� �'��''��'/\ZNa������'�� ���j -.ice-.' v SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION N,T S. NOTES FOR FRONT ELEVATI❑N 0 HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2' X 6' OR 2' X 8' STD J❑IST HANGERS, LOWER TRUSS FOR END OVERHANG, IF REQ'D 0 2' X 10' HEADER 0 2' X 6' GIRTS @ 24' 0.0., 10' BAYS, DF -L #2 2' X 6' GIRTS @ 24' 0.0., 12' BAYS, DF -L #2 0 2' X 8' FACIA BOARDS C) TREATED WOOD POSTS, SIZED PER SCHEDULE 0 TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT 8 - 16d NAILS X56) GABLE END TRUSS 2' X 6' X 18' BOLTING BLOCK 2' X 6' X 18' BOLTING BLOCK EXPIRES 12/29/07 8 - 16d NAILS CORNER POST - 16d NAILS DETAIL 3 TYR. GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS ENDWALL FRAMING PLANS & CONNECTIONS DRAWN BY WAMBEKE DATE 6-30-041 APPROVED SCALE NTS SPFI.8 REV. 1 POST/FOOTING SCHEDULE 48' TO 52' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUIRED VOLUME, YD3 10'-0" 8'-0" 6" X 6" 34" 3'-0" NO 0.55 10'-0" 10'-0" 6" X 6" 34" 3'-0" NO 0.55 10'-0" 12'-0" 6" X 6" W/2" X 6" 34" 3'-0" NO 0.55 10'-0" 14'-0" 6" X 6" W/2" X 6" 34" 3'-0" NO 0.55 10'-0" 16'-0" 6" X 8" 34" 3'-0" YES 0.55 10'-0" 16'-0" 6" X 8" W/2" X 6" 34" 3'-0" NO 0.55 10'-0" 18'-0" 6" X 8" W/2" X 6" 34" 3'-0" NO 0.55 10'-0" 20'-0" 6" X 10" 34" 3'-0" YES 0.55 X 6" 34" 3'-0" NO 0.55 10:-0:. �.��._ 6,. X 12:: W/2"X 6��_.._.._..��.. 3;-0, _ ' _..__.._.. _ . __..__.... .._._..__.v..___...�_W_..._ YES .._.__.... 0.55 12-0"8'-0" 6" X 6" 36" 3'-0" i j i i 010!0;0'01O?Zi0 Z.ZZ:ZZ 1Z' r ► E i 0.62 12-0" .. 10-0" 6" X 6" W/2".._.X 6" 36" ......... " 3-O 0.662 2 . 12-0" 12'-0" 6" X 6" W/2" X 6" 36" 3'-0" 0.62 12-0" 14'-0" 6" X 8" 36" 3'-0" 0.62 12-0" 16'-0" 6" X 8" W/2" X 6" 36" 3'-0" 0.62 12-0" 18'-0" 6" X 10" 36" 3'-0 12-0" 20'-0" 6"-X 10" W/2" X 6" 36" 3'-0" 0.62 12-0" 22'-0" 6" X 12" W/2" X 6" 36" 3'-2" 0.65 12" W/2" X 6" 36" 3'-2" 0.65 NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6" LAMINATIONS. 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM—FIR #2 TREATED 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 20"0 X 3'—O" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"ss 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". EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 50' SPANS DRAWN BY WAMBEKE DATE 6-30-04 APPROVED SCALE NTS SPFI.07E REV. POST/FOOTING SCHEDULE 40' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T' REQUIRED VOLUME, YD3 10'-0" 8'-0" 6" X 6" 30" 3'-0" NO 0.41 10'-0" 10'-0" 6" X 6" 30" 3'-0" NO 0.41 10'-0" 12'-0" 6" X 6" W/2" X 6" 30" 3'-0" NO 0.41 10'-0" 14'-0" 6" X 6" W/2" X 6" 30" 3'-0" NO 0.41 10'-0" 16'-0" 6" X 8" 30" 3'-0" YES 0.41 10'-0" 16'-0" 6" X 8" W/2" X 6" 30" 3'-0" NO 0.41 10'-0" 18'-0" 6" X 8" W/2" X 6" 30" 3'-0" NO 0.41 10'-0" 20'-0" 6" X 10" 30" 3'-0" NO 0.41 10'-0" 22'-0" 6" X 10" W/2" X 6" 30" 3'-0" NO 0.41 10'-0" " 6" X 12" 30" 3'-2" YES 0.43 12-0" 8'-0" 6" X 6" 33" 3'-0" Z Z;ZZZ;Z;Z;Z;Z 0.47 12-0" 10'-0" 6" X 6" 33" 3'-0" 0.47 12-0" 12'-0" 6" X 6" W/2" X 6" 33" 3'-0" 0.47 12-0" 14'-0" 6" X 8" 33" 3'-0" 0.47 12-0" 16'-0" 6"X8"W/2"X6" 33" 3'-0" 0.47 12-0" 18'-0" 6" X 10" 33" 3'-0" 0.47 12'-0" 20'-0" 6" X 10" W/2" X 6" 33" 3'-0" 0.47 12-0" 22'-0" 6" X 12" 33" 3'-2" 0.49 12-0" 24'-0" 6" X 12" W/2" X 6" 33" 3'-2" 0.57 - NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6" LAMINATIONS. 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR #2 TREATED 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 20"0 X 3'-O" 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". EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 40' SPANS DRAWN BY WAMBEKE DATE 6-30-0 APPROVED SCALE NTS SPFI.07D REV. POST/FOOTING SCHEDULE 36' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUIRED VOLUME, YD 10'-0" 8'-0" 6" X 6" 28" 3'-0" Z' Z Z? Z Z I Z Z Z (1)000'001000 7 0.35 10'-0" 10'-0" 6" X 6" 28" 3'-0" 0.35 10'-0" 12'-0" 6" X 6" W/2" X 6" 28" 3'-0" 0.35 10 -0 14'-O"6 X 6" W/2" X 6" 28" 3'-0" 0.35 10'-0" 16'-0" 6" X 8" 28" 3'-0" 0.41 10'-0" 18'-0" 6" X 8' W/2" X 6" 28" 3'-0" 0.41 10'-0" 20'-0" 6" X 10" 28" 3'-0" 0.41 10'-0" 22'-0" 6" X 10" W/2" X 6" 28" 3'-0" 0.41 10'-0" 24'-0" 6" X 10" W/2" X 6" 28" 3'-2" 0.43 12-0" 8'-0" 6" X 6" 32" 3'-0" NO 0.44 12-0" 10'-0" 6" X 6" 32" 3'-0" NO 0.44 12-0" 12'-0" 6" X 6" W/2" X 6" 32 3'-0" NO 0.44 12-0" 14'-0" 6" X 8" 32" 3'-0" NO 0.44 12-0" 16'-0" 6" X 8" W/2" X 6" 32" 3'-0" NO 0.44 12-0" ;18'-0" 6" X 10" 32 3'-0" NO 0.44 12-0 26-'---&-- 6 X 10 W/2 X 6 32 3 -0 NO 0.44 12-0" 22'-0" 6" X 12" 32" 3'-2" NO 0.47 12-0" 24'-0" 6" X 12" W/2" X 6 32" 3'-3" NO 0.49 NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6" LAMINATIONS. 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR #2 TREATED 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 20"0 X 3'-O" 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". EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 36" SPANS DRAWN BY VAMBEKE DATE 6-30-04 APPROVED SCALE NTS SPFI.07C REV. 0 1 63 / A LJ 2 -4 I- 0 0 w Z q LJ J A a i SPAN 0 z J c 0 • Z0 X (1J w V) z / USE 2'X 6' PURLINS 24' D.C. - @1 0 O 6' PURLINS X cu w z / 0 z H J =J 3- A ¢ 0 J w > J LL. 0 0 0 Cr) J ¢ U_ 0 >1- 24' ac. - 0 0 1-1 0 0 / J 0 W zli > J ce J 0LL o • 0- CO0 X 't ?LI 0°4 w L ma_ / 0 (U E ti DOUBLE TRUSSES f D i1VIRLE TRUSSES —V- 3 RI SINGLE TRUSS FA © V E PLAN VIEW N.T.S. CE IR NOTES FOR FLOOR PLAN O1 INTERIOR FRAME WOOD POSTS, POST SCHEDULE. C2 GABLE WALL POSTS - 6" X 6" TYPICAL DOOR POSTS - 4" X 6" TYPICAL FOOTING DIMENSI❑NS - B = 1'-8"; D = 3'-0" MAXIMUM POST SPACING 12' 0" D3 PURLINS @ 24" ❑.C., BEARING OR JOIST HANGERS (TYPICAL) EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS PLAN VIEW DRAWN BY WAMBEKE DATE 6-30-0A APPROVED SCALE NTS SPFI.01 REV. SEE DETAIL 1 SCHEDULE SEE DETAIL 1 12 L B .1 NOTES FOR SECTION A -A S1 TYPICAL PURLIN, SEE FLOOR PLAN FOR SIZE Q.S2) TRUSS DESIGN BY OTHERS S3 2' X 6' @ 24' 0, Cu 10' BAYS DF -L #2 GIRTS FLAT @ 24' ❑.C. 2' X 6' @ 24' 0. C., 12' BAYS DF -L #1 GIRTS FLAT @ 24' 0.C. OR 2' X 6' DF -L #2 GIRTS FLAT WITH 2' X 4' BACKERS @ 48' O. C. S4 CONCRETE FOOTING, SEE SCHEDULE S5 EXTEND POST TO TOP OF PURLIN ROOF FASTENED TO PURLINS WITH 1 1/2' LONG WOODFAST TEKS. WALLS FASTENED TO GIRTS WITH 1' LONG WO❑DFAST TEKS, 5 (SEE \ DETAIL SEE F❑❑TING DETAIL BUILDING SECTION A - N•T,S, EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS BUILDING CROSS SECTION DRAWN BY WAMBEKE DATE 6-30-0 APPROVED SCALE NTS SPFI.03 REV. PURLIN C❑NNECTI❑N METHODS1 A), PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STANDARD SIMPSON J❑IST HANGERS OR EQUAL, B). PURLINS MAY BE BUTTED AND NAILED W/(2) 16d NAILS INT❑ EACH PURLIN, C), PURLINS MAY BE LAPPED ANDNAILED W/(3) 16dNAILS, ON CONNECTION METHODS 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN W/(1) 16d NAIL INT❑ EACH TOP CHORD MEMBER EXPIRES 12/29/07 117111111. ` PURLIN r,,. aiv 41) PURL,. _ 12. NOTES FOR CONNECTION DETAIL Si TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER 0 PURLIN SUPPORT STRUT 2' X '4' X FULL DEPTH OF TOP CHORD PLUS PURLIN, NAIL PURLINS W/(3) 16d NAILS 0 NAIL STRUT TO TOP CHORD W/(3) 16d NAILS EACH SIDE, S4 MANUFACTURED TRUSS, NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT, SS WOOD POST, SEE POST/F❑❑TING SCHEDULE, 0 4 - 40d GALV, NAILS IN PRE -DRILLED HOLES OR 3/4'0 MACHINE BOLT S7 S❑LID BLOCKING AT C❑NNECTI❑N POINTS, S8 TYP, PURLIN, SEE FLOOR PLAN FOR SIZE 0 2' X 6' OR 2' X 8' TOP GIRT (D 4 - 16d NAILS OR 3/4'0 M. BOLT DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT N,T.S, SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS TRUSS -COLUMN CONNECTION DRAWN BY WAMBEKE DATE 6-30-O4 APPROVED SCALE NTS SPFI.04 REV. N❑TES FOR DETAIL 2- KNEEBRACE S1 TRUSS TOP CHORD, DESIGN BY OTHERS S2 TRUSS BDTT❑M CHORD, DESIGN BY OTHERS S3 2' X 6' DF -L #2 EACH SIDE S4 WOOD POST, SEE POST/FO❑TING SCHEDULE (§5 4 - 16d GALS . NAILS, EACH SIDE 1). KNEE BRACE REQUIRED WHERE SHOWN ❑N POST/F❑❑TING SCHEDULE. BRACE NOT REQUIRED AT GABLE END TRUSSES. 2). ALTERNATE KNEE BRACE/P❑ST AND TRUSS/POST CONNECTI❑N = USE 3/4'0 THRU BOLTS, EACH L❑CATION. DETAIL 2 - KNEE BRACE N,T,S, EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS KNEE BRACE TO COLUMN & TRUSS DRAWN BY WAMBEKE DATE 6-30-0 APPROVED SCALE NTS SPFI.05 REV. BUILDING SPECIFICATIONS: GENERAL — ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2003), AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 30 OR 40 PSF LIVE LOAD, 85 & 90 MPH WIND SPEEDS, EXPOSURE B AND SEISMIC DESIGN CATEGORY C. DESIGN LOADS — ROOF LL = 30 OR 40 PSF ROOF DEAD LOAD = 5 PSF* CEILING LL = 0 PSF CEILING DL = 1 PSF * ROOF DL ALLOWS FOR A MAXIMUM OF 3" THICKNESS OF FIBERGLASS INSULATION. * MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL SOILS OF BETTER PER IBC TABLE 1804.2. LESSER SOIL CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. CONCRETE — MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psi, ,4 SACK MIX FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-92. WOOD — STRUCTURAL LUMBER SHALL CONFORM TO DF—L #2 OR BETTER BY WWPA GRADING RULES. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPROPRIATE SECTIONS OF CHAPTER 23 OF IBC 2000. ALL NAILS INTO TREATED WOOD SHALL BE HOT—DIPPED ZINC COATED GALVANIZED STEEL, SILICONE BRONZE, COPPER OR STAINLESS STEEL. CCA TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA STANDARDS C-16, C-22, C-23, C-24 & C-28. POSTS FOR BUILDINGS SHALL BE AS NOTED ON THE PLANS. ALL POST MATERIALS SHALL BE HEM—FIR #2 OR BETTER, FULL DIMENSION AND GRADED BY WWPA GRADING RULES. HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM A307. METAL PANELS MAY BE DELTA RIB STYLE, GALVANIZED OR PAINTED, 29 GAUGE THICKNESS, ASTM A653 STRUCTURAL QUALITY (SQ), Fy = 80.0 ksi. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 1/2" LONG METAL TO WOOD FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED, GASKETED 1" OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED AND FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. SOIL COMPACTION — ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH A VIBRATORY COMPACTOR TO 95% OF THE PROCTOR DENSITY AS DETERMINED BY ASTM A1557, METHOD D. TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERED TO PRACTICE IN THE STATE OF WASHINGTON. TRUSS LOADING: TOP CHORD LIVE LOAD = 30 OR 40 PSF TOP CHORD DEAD LOAD = 5 PSF BOTTOM CHORD DEAD LOAD = 1 PSF NOTES FDR FOOTING DETAIL • TREATED POSTS AS SIZED PER SCHEDULE VIBRATE OR RDD CONCRETE TO OBTAIN FULL BEARING UNDISTURBED SOIL FOOTING DET 1 - EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS SPECIFICATIONS & FOUNDATION DRAWN BY DATE VAMBEKE 6-30-0 APPROVED SCALE NTS SPFI.06 CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR HOOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS SAMlley ane '".. REVIEWED FOR DE C MPLIANCE SPOKANE VALLE UILDI G DIVISION --rA4 „N.