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2006, 08-14 Permit App: 06003195 GarageProject Number: 06003195 Inv: 1 Application Date: 8/14/2006 Page I of THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 30 X 26 POST FRAME GARAGE Contact: SPOKANE POST FRAME Address: 7001 E 2ND C - S - Z: SPOKANE, WA 99212 Setbacks: Front Left: Right: Rear: Phone: (509) 926-0865 Group Name: Site Information: _ i�Project Name: rHmrn Plat Key: 001827 MName: OLD ORCHARD SUB .n District: �Sout Parcel Number: 45212.1352 Block- Lot: SiteAddress: 10805 E 8TH AVE Owner: Name: WOMACK, MICHELLE Address: 10805 E8TH AVE Location:: CSV SPOKANE VALLEY WA 99206 Zoning: UR -3.5 Urban Residential 3.5 Water District Hold: j Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbrof Dwellings: 10 Review Information: Review _. L—__. Building Plan Review ReleasedBy Driveway/Approach ReleasedB . Landuse/Zoning/HE Conditions (Released By::::--- Sewer y Sewer Review Released By: Permits: .. Operator: AMB Printed By: AMB Print Date: 8/14/2006 RPR 18 2003 1212 FR -0 924516: Cllty -of Spokene Valley PHONE (509' 696 00.1' East Sprague Avenue, Suite 106 T SAX # (5051)658-01)3; r :po-,mra Valley, WA 99206 Srtf�,eLi•ior, (�,' , . ra` , PERMTT # BUMDING PERMIT APPLICAnOl i OWNBIt�}If "DEh/+cd 70BLOCATION JD oS __ SPdFry+,L✓�. OWNERS _GITY PHONE—_ OESCRISE JOB 3o^ X 24 y, 12 Cl-hrir{L �4N 3i` - c60( THIS PROPERTY 18 OWNED BY: SINGI�/_M_ARRI D PARTNERSHIP CORP. --- .rMacvzvmaaxmzmec:: .x::uz: a:.:: B.�X 2 CONTRACTORSNAME PHONE 926-o.Q,4 i CONTRACTORS ADDRESS i-00 'z 2"L 4-^4 C:RY --r-... CONTRACTORSREG.# `moo rAPF�FI S✓°10 EXPIRATIONDATE_0� (CARD MUST BE PRESENTED AND COPIED OR' RIME::; ue-: - ymam®m:e:-�mv 60X 3 CONTACT PERSON OF PROJECT 'F -11k- W;A 1 .TSfF A.l mi, PHONE 1z4__ PILL ADDRESS -o( i. Z� 1�4. CRE' smc'm31IMmS.Q..� ve=s:re>mvnrc--a�vaxzec 80X 5 ESTIMATED PROJECT COSTS BO* 1 PROPERTY TAX ACCOUNTNUMSER at' %SZ:z LEGAL DEBCRPrm —«..-ms avzres:-=.-Massa as :max: Eu:k- BUILDING SQUARE FOOTAGE (E11YIng/propotid) 187 FLOORt _—iN0 FLOOR ----------- —_, 3RD FLOOR—/__ OTHER _.. ! SASEMEKT FINISHSD__,___----t\ S:1SEA!ENT UNFINISHED_/_DECK / .RAO ___x._.120 CARPORT/__TATAL� HEIGHT TO I>EAK OF BUILDIN �';,_Fr.� 20X! m( ) 81NGLE FAMILY ( ) MULTIFAMILY (NO. OF UNITS ) ( ) COMMERCIAL/INDUSTRIAL ( ) TENANT IMPROVEMENT nee_=zvz.M�� I VFPLII'e UNDER THE PENALTY OF COPA -K,7 TO THE BEST OF MY 10x1 ABOVE PREMISES TO PERFORM 1} (:WNEilAGENT ,nu Moxlorout .Fr NFORMATION FURNISHED BY ME IS TRUL A iF- ��- tER THAT I AM AUTHORQED BY THE C\YNER C•F 7iE THE APPLICATION IS MADE. DATE -214 w thb pmtelt to m) ergdt wdi , .v 7(. I- Pq-E. 12 :. DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL._.._._... REGIST. EFFECTIVE E DATE 07/20/2001 SPOKANE POST FRAME INC 7001 E 2ND AVE SPOKANE WA 99212 SPOKANE POST FRAME, INC. Engineered Pole Buildings ,hops ROLFE WILL garages Sales Manager -Owner storage buildings cabins 509-926-0865 • Fax 509-914-5161 kitscostplus oe 1-866-926-0865 ]00162nd Ave Visit as at Spokane. WA99812 www.spokanepostframe.core -, Site Plan N I lrq t1) Show streets/alley Show sept lc/sewer/dr a in 1a IO Snow existing buildings Show proposed building Show setbacks - front, rear, sides. Show lot SIZe ZONING CRITERIA - SPOKANE _4 closer than 5to properly line - need firewall and parapet Out nr r ear 30' and closer than 5' - need waiver from nelp_hoor r. IRt cover more than SON of rear 25' or nal lot - but ldlng must be 20' from properly line 50 minimum setback from front properly line Less than 8- from residence - need f lrewall laxlmurn Sol rootage - ION of lot area Most be less than 3.000 so It A ' lay not subdivide lot so that building Is more than ION of residual fol area JOBNAME i ( �+tG ,Lht � �(]bLL� PFaIJEa 3�a-D6�� ADDRESS 10 k C 44'70A LEGAL DESCRI PT ID A/L�411� J�ZL2• 13SZ !oy '.T closer lnap 5' to Droperty line -need firewall 10 fromseptic/il lnfleld Less than 6' from residence -need f1rewall GEIIEAAL SETBACKS ARE SHOWN BELOW WILL NEED TO CHECK CODE BOOK AHD KNOW WHAT ZONING YOU RE IN TO BE SURE. I1A%PtlS1 BUILDING 512E ALSO CHANGES WITH DIFFERENT ZONING. 5 minlmum side yard setback 5 minimum rear yard setback I Ilnlmpm front and side street setback - 25' from property line or 55' from 011+... Qv rZ WAMBEKE ENGINEERING 2913 East 61' 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.2n°Avenue Spokane, WA 99212 SUBJECT: 30'X 26'X 12' POST FRAME BUILDING FOR ALAN WOMACK, 10805 EAST Sr", SPOKANE VALLEY, WA Dear Jeff: This post frame building has been sold to Mr. Womack and will be erected according to standard plans prepared for Spokane Past 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 @ 8" 8 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 10'x 10' overhead door, a 4'x 3' window and a 3' pass 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. There are no openings in the sidewalls. 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. cerely, Daniel Wambeke, P.E. Enclosures DW:dw tJesignet of Small Stniclwes. Post Frame Buildings. Foundations. 7001�cn gc/21 L (QST4Yn - j?u It D//vl S I z.-'- ap m POST/FOOTING SCHEDULE 30' SPANS, 30 840 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA 'T' REQUIRED VOLUME 10'-0" X 6" 26" 3'-0" NO 0.29 - - -- 10 -0" 10'-0" 6" X 6" 26' ' 3'-0" NO NO NO 0.29 029 0.29 -.- 10'-0" 6" X 6" WIT' X 6" 26 3'-0' 3'-0" 10'-0" X 6" W/2" X 6" 26" 1W -V' 16'-0" 6" X 8" 10'-0" X 3'-0' NO 0.35 - --- - - 10'-0" 20'-0" 6" X 8" W2" X 6" 26" _ 10'-0" ---- NO 035 10 -0" 26" 3'3" NO 0.38 12-0" 8'-0" 6" X 6" 28" 3'-0" NO 0.35 12-0 0 35 12-0' 12'-0" 6" _ki; Wd' X 6" 28" 3'-0 NO 0.35 12-0" 14'-0" 6" X 8 28" T.0" NO _-0.41-_ 12-0" X 8 W/2" X 6" 28 3'-0" NO 0.41 -- 12-0' 18 -0' 6" X 10" 28" 3'-0" NO 0 41 12 12-0" 22-0' 6" X 12 W/2" X 6" 3'"T NO 0.43 ... _ ._ 12-0" 24-0' 6" X 12" - 28 3'-0" 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'-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". EVMES 12/29/= SPOKANE POST FRAME, INC. IPOST FRAME BUILDINGS POST FOOTING SCHEDULE - 30' SPANS SPFI.07B 12'-0" TO 5C' -C" `WOOD COLUMNS SEE SCHEDULE EXPIRES 1 2 29 Q% SPOKANE POST FRAME, INC. ROOF FRAMING PLAN POST FRAME BUILDINGS, 12' TO 50' SPANS ROOF FRAMING PLAN SPFI.02 0 i N V) Z Z J J a- 0_ a- It0 co X "X (U (U W W `WOOD COLUMNS SEE SCHEDULE EXPIRES 1 2 29 Q% SPOKANE POST FRAME, INC. ROOF FRAMING PLAN POST FRAME BUILDINGS, 12' TO 50' SPANS ROOF FRAMING PLAN SPFI.02 MAIN BUILDING POST TWO 5/8'0 M, BOLTS THRU POST STEEL POST ATTACHMENT BRACKE NOTCH 2' X 10' TO SEAT IN BRACKET 5/8'0 M. BOLT THRU RAFTER 0 0 LEAN-TO RAFTERS 2' X 10' MSR 2,250f -1.8E - 12' BAYS 2' X 10' MSR 1,950E-l.7E - 10' BAYS 2' X 3' SOLID FILLER 4 - 30d NAILS 6' X 6' P, T. LEAN-TO POST GA. HRS S STEEL SIDES 1/4' X 3' X 6 1/4' STEEL BOTTOM PL EYPMS 12 29 D7 SPOKANE POST FRAME, INC. MAIN BUILDING POST - 30 & 40 PSF L.L. SPFI.17 NAIL @ 10' O.C. X 6' FULL WIDTH JOIST HANGER X 6' OR 2' X 8' PURLIN `VERTICQL2MEM13ERS R SEE CHART SECTION A - A STANDARD RAFTER DETAILS JOIST HANGER OR 2' X 8' PURLIN @ 10' C.C. VERTIC/L'MEMBERSUR SEE CHART SECTION A - A BOX BEAM DETAILS EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS SPFI.16 16d NAIL @ 10' O.C. w w a w si a16d NAIL @ 10' O.C. rY w wA 2' X LAMINATED TO ENDWALL RAFTER WHERE REO'D - SEE CHAR 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 SPFI.16 BAY LIVE LOA RAFTER SECTION S SPACE PSF OR COMBINATION - 2' X 8' & 2 - 2' X 6' BOX - 2' X 10' & 2 - 2' X 6' BOX - 2' X 10' & 2 - 2' X 6' BOX - 2' X 10' & 2 - 2' X 6' BOX -2'X10'&2-2'X X 12' & 2' X 10' 6' BOX 6' BOX - 2' X 12' & 2 - 2' X 6' BOX - 2' X 10' & 2 - 2' X 6' BOX - 2' X 12' & 2 - 2' X 6' BOX - 2' X 12' & 2 - 2' X 6' BOX DF -L - a' X IP' TIF -I S. STRUCT. ENDWALL RAFTER SECTION X 12' & SIZE OR COMBINATION NOTES FOR FOOTING DETAIL 6' BOX 2 - S1 TREATED POSTS AS SIZED PER SCHEDULE ?' X 12' & 2' X 8' 2-2'Xl2'&2-2'X6' 2 VIBRATE OR ROD CONCRETE TO OBTAIN 2' X 12' & 2' X 8' 2 - 2' X FULL BEARING DF -L S.S. wl", 22 UNDISTURBED SOIL 2' X 12' & 2' X 10' 2' X 12' & 2' X 10' -L #1 -L #1 30 2 - 2' X 12' & 2 - 2' X 6' BOX 2 - 2' X 12' 2-2'Xl2'&2-2'X6' BOX DF -L#1 2 - 2' X 12' DF -L S.S. wl", 22 2'X 12' & 2 - 2' X 6' BOX 2 - 2' X 12' DF -L #1 0.101 40 2-2'X12'&2-2' X6'BOX DF -L S.S2 - 2' X 12' DF -L S.S. An 4 - 2' X l2' & 2 - 2' X 6' BOX DF -L S.S 2 - 2' X 12' DF -L S.S. BUILDING SPECIFICATIONS GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATIONAL BUILDING CODE (IHC 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 = I 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 (IBC 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 pM, 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 197. BY .WEIGHT. NAILING SHALL CONFORM TO IBC TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPLICABLE SECTIONS OF CHAPTER 23 OF THE IBC. LCA 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 (SO), Fy = 80,0 ksl. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 N' LONG METAL TO WOOD FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED, GASKETED l' 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 957. 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, FOOTING DETAIL NT.& EXPBiEi 1Z 2D O% SPOKANE POST FRAME, INC. POST FRAME BUILDINGS LEAN-TO BEAM SCHEDULE, SPECS 3 FOOTING SPFI.15 NINK mm .. 4ACINS um r X6• Ki IPe v CAC.. 9• DAYS USE C % 6• Iii K e P' a• 64 la SAYS = r% r Ifi AS e r a 6E. IS• SAYS PUPS6 vas eP xPu lSax Stw m wPiFAS v[fN SIN16N0 1MSM1 JOTf MNXLIS W fAM4. N016 m " TO CON¢Cllp ORAE Igip PpII 1-S/C . SW[ LO PRM SU'VMT ® LFI IXT Mu. SIX PpSiRIDTY! S(Kp4.E ®S/V pN NW W SRT PNpV1I[ gIICK FMI SIR 6 T. iYP. RRIX SSL AT WRY iOt SIBS CX6'lA P•%V SAVE GWL mxVe �i IEeYM ®S• X 6• S a]E SFN1 m MTMR ®16 S ®IFNI-t0 PMiFRi - ]FE OMISi t SECiIp 6-A EXPIRES 12 29 D7 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO LEAN-TO ADDITION TO POST FRAME BUILDING LEAN-TO FRAMING PLANS CONTINUOUS ROOF SLOPE mw" I SATP "' vMBKKE 16-30-04SPFI.14 TRUSS WEB BRACING INTERIOR OR GABLE END TRUSSES NOTES FOR TRUSS WEB BRACING1 TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS AS CEZI THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES V X 4' OR 2' X 4' WEB MEMBER BRACING FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT -RUN' WEB 0L10d NAILS @ 6' O.C. X 6' OR 2' X 8' -BRACE TRUSS WEB MEMBER Od NAILS @ 6' O.C. X 4' L -BRACE TRUSS WEB MEMBER SECTION B -B SECTION B -B AT INTERIOR TRUSSES AT GABLE END TRUSS V o �fj S4rL ExFIRES 12/29/07 71 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS TRUSS WEB BRACING VAMB EKeE T -0 -0 ' acv. SPFI.13 TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING SI GABLE END TRUSS S© DOUBLE INTERIOR TRUSSES S3 2' X 4' X -BRACING 12 10' 0' O.C. S4 2' X 4- BOTTOM CHORD BRACING R 10' 0. O.C. S5 TOENAIL BRACES TO TRUSSES WITH 3 - 10d NAILS 1" 16d NAILS ^ a 111 cu III 6", 8" OR 10" POST GIRTS N (TYP.) ti METAL S NAILING PATTERN FOR POST _LAMINATIONS NOTE- 2' X 6' LAMINATE MUST BE A TREATED MEMBER AND MUST EXTEND TO THE BOTTOM OF THE FOOTING. LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN EXPIRES 12 2B 07 rNAJMRIB HEATHIN71IRL'- RILCNT$ LOWING MINIMUM ROOF GM REGUIREMENTS ARE NEEDED - STEED 29 GAUGE GRANII, 3 ' WIDTH OR EQUIVALENT SCREWS, 01➢ X 1 L2' GC. (NEXT TO HIGH RIB) AND RIDGE PURLIN SCR4 XI 1/2' AT BOTH SIDES OFNAJOR RIBLOWING MINIMUM ENDWAHRAGM REQUIRIENTS ARE NEEDED - ALL STEEL- 29 GAIJM GIB III, %' WIDTH OR EQUIVALENT SCREWS- 010 X 1 V2' .C. (NEXT TO HILI RIB)GIRT, END TRUSS, AND EADER SCREWS 014 X 1 1/2'TH SIMS OF EACH MAJO DIAPHiAQN SLxL.a DIAPHRAGM SE�2g gGCT EppGppR HEADER OWPCHORD,EM NOTED ABOVEREWSI TYPICAL SCREW PATTERN, EXCEPT AS STEEL SHEETING SCREW PATTERNS N.T.S SPOKANE POST FRAME, INC. TRUSS BRACING & POST SPFI.12 TYPICAL SIDE ELEVATION NOTES FOR SIDE ELEVATION N.T.S. S1 2' X 8' HEADER S© 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS TYPICAL GIRT CONNECTION V. NAILS EACH GIRT (FLAT) EMPIRES IZ 29 D7 SPOKANE POST FRAME, INC. ME BUILDINGS, 12' TO 50' SPANS FRAMING SPFIA I DOUBLE OVERHEAD DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR OPTIONAL FRONT ELEVATIONS S1 HALF TRUSS DESIGN BY OTHERS S2 2' X 10' HEADER UP TO 12' 0' DOORS 2' X 12' HEADER UP T❑ 20' 0' DOORS 2' X 12' BACKED WITH 2' X 6' UP TO 24' 0' S3 2' X 6' HEADER Sq 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' KINGPOST SINGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. EIf XI 12 29 D� SPOKANE POST FRAME, INC. 12' TO SPF1.10 OPTIONAL FRONT ELEVATION OPTIONAL FRONT ELEVATION N.T.S. N.T.S. NOTES FOR OPTIONAL FRONT ELEVATIONS S1 HALF TRUSS DESIGN BY OTHERS S2 2' X 10' 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' S3 2' X 6' HEADER Sq 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' KINGPOST EMPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS OPTIONAL ENDWALL FRAMING SPF1.09 SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION N.T.S. NOTES FOR FRONT ELEVATION S1 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' O.C., 10' BAYS, DF -L #2 2' X 6' GIRTS @ 24' O,C., 12' BAYS, DF -L #2 sa 2' X 8' FACIA BOARDS SS TREATED WOOD POSTS, SIZED PER SCHEDULE S6 TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT GABLE END - 16d 2' X 6' X 18' BOLTING BLOCK - 16d NAILS POST 16d NAILS x 2' X 6' X 18' BOLTING BLOCK DETAIL 3 TYP. GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS EXPIRES 12/29 07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS ENOWALL FRAMING PLANS 8: CONNECTIONS SPFI.8 POST/FOOTING SCHEDULE 48' TO 57 SPANS, 30 8.40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. '17' REQUIRED VOLUME 10'-0" 8'-0" 6" X 6" 34" 3'-0" NO 0.55 164" 10'-0" 6!'X 6" 34" 3'-0" NO 0.55 - 12 -0 -- - -e 6" X 6 W/2" X 6" - 34" 3'-0" NO ­ 0.55 10'-0" 14'-0" - - kV 6" W/2" X 6" --- 34" - -- -- 3'-0" _- -- -- - --- NO - --- --.. 0.55 10'-0" 16'-0" _6"X 16'-0" 8" W/7' X 6" 34" 3'-0" NO 0.55 07-18'-0" 6" X 8" W/2" X 6" 34" 3._ NO 0.55 20'-0" 34' 3'-0" YES 0.55 X 6" 34" 3'-0" NO 0.55 19-0" 24 -0" 6" X 12" W/7' X 6" 34' T -O" YES 0.55 12-0" 8'-0" 6" X 6" 36" T -O" NO 0.62 12-0" 10'-0" 6"X6"VV/7`X6" 36" T -O" NO 0.6_2 X 0.62 X 8" 18'-0" -- 6" X 10" 36' 12-0" 3'-0 YES 0.62 12-0" 20'-0" - 6" X 10" W/7' X 6" 36' -- 3'-0" -- - -- NO ---- 0.62 12-0" 27-0" 6" X 12" W/7' X 6" 36" 3'4' NO 0.65 124' 1 24-0' 6" X 17 W/2" X 6" 36' I 3'-7' I NO 1 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'-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". E%PO 12/29/07 SPOKANE POST FRAME, INC. FRAME BUILDINGS FOOTING SCHEDULE - 50' SPANS SPF1.07E 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 , Y133 10'4" 8'-0" 6" X 6" 30" T -O" NO 0.41 10'-0" 10'4" 6" X 6" 30" T-0" NO 0.41 1&-W' 12'-0" 6" X 6" W/2" X 6" 30" 3'-0" NO 0.41 14'4' 6" X 6 W!2" X 6" 30 3'4" NO OM 30 3'4" Y_ES 0.41 6" X 8" W/2" X 6' 30 3'-0" _ NO NO 0.41 0.41 0.41 10'-0" &0" 6" X 10" W/2" X 6" 30" 3'4" NO 0.41 10'-0" 24'-0" 6" X 12" 30' T-2" YES 043 120" _12 8'-0" --- 6" X 6" --- --- 33" X.0" NO 0.47 -0" 10'-0" -- 6" X 6' ---- 33 ` --- 3'-0" --- NO - 0.47 0.47 0.47 16'-0 6" X 8" W!2" X 6" 33" 3'-0' NO 0.47 12-0' _ _ 18'-0" -_ 6" X 10 33 T-0" NO 0.47 - 6" X 10" W/2" X 6" 33" Y -W' NO 0.47 12-0" 22'4" 6" X 12"33" Y-2" NO 0.49 6" 33 3'-2" NO 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'-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". EYPWS 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 40' SPANS SPF1.07D 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 10'-0" V-0" 6" X 6" 28" 3'-0" NO 0.35 10'-0" 10'-0" 6"_X 6" 28" 3'-0" NO 0.35 - -- 6" ---- NO 0.35 10'-0" 14'-0" 6" X 6" W/2 X 6" -- -- - 28" _.. 3 -0" _ - NO - 0.35 -10'-0" - - ---- 16'-0" - - 6" X 8" 28" 18'-0"- 6" X IM/2" X 6" - - 28" 3'-0" - NO - 0.41 -- X-6- NO 0.41 - --- - - 6" X 10 W/2 X 6" 28" 3'-0" NO 0.41 10'-0" 24'-0' -- - 6" X 10" W/2" X 6" 28" X-2" YES 0.43 12-0" V -V' W X 6" 37' 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 3'4" NO 0.44 u-&-14-0 6" X 8" 32" 3'4" NO 0.44 3T' 12-0 18'-0" 6" X 10" 32" 3'-0" NO 0.44 10" W/2" X 6" 32" 3'4" NO 0,44 6" 5(12' 32" 3'-2" NO 0.47 124' 1 24'-0" 6" X 12" W/2" X 6" 1 32" 1 3'-3" NO 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'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X V-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". EVIRES 12Z29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 36" SPANS SPFI.07C SPAN TRUSSES z ¢ z z z ¢ zo Zw �iJ OJ � m(J I LY K KJ J, U o, a > a > a> aN 0 Zo In J ZO J J � a W o i� o o o mo a x LD N Zr N _. x (U N 6 xv N� xci o � D N'o ml W M � I W N N J J J d ntlini r roi icer N PLAN VIEW N.T.S. NOTES FOR FLOOR PLAN (g) INTERIOR FRAME WOOD POSTS, POST SCHEDULE, GABLE WALL POSTS - 6' X 6' TYPICAL DOOR POSTS - 4' X 6' TYPICAL FOOTING DIMENSIONS - B = 1'-B'; D = 3'-0' MAXIMUM POST SPACING 12' 0' (Q) PURLINS @ 24' O.C., BEARING OR JOIST HANGERS (TYPICAL) ExPlws 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS PLAN VIEW SPFI.01 m(J I �a U U o, Zo 0 Zo In oW zoo, I o o o o � x LD N Zr N _. x (U N 6 xv N� xci N'o ml W M W N N N 7) m SINGLE TRUSS PLAN VIEW N.T.S. NOTES FOR FLOOR PLAN (g) INTERIOR FRAME WOOD POSTS, POST SCHEDULE, GABLE WALL POSTS - 6' X 6' TYPICAL DOOR POSTS - 4' X 6' TYPICAL FOOTING DIMENSIONS - B = 1'-B'; D = 3'-0' MAXIMUM POST SPACING 12' 0' (Q) PURLINS @ 24' O.C., BEARING OR JOIST HANGERS (TYPICAL) ExPlws 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS PLAN VIEW SPFI.01 SEE 12 41, BUILDING SECTION A - A N.T.S. cvw 12/29/07 SPOKANE POST FRAME, INC. FRAME BUILDINGS, 12' TO 50' SPANS NO CROSS SECTION SPFI.03 Z Ff NOTES FOR SECTION A -A J SI Q TYPICAL PURLIN, SEE FLOOR 1 PLAN FOR SIZE \ w S2 TRUSS DESIGN BY OTHERS L7 ZQ S3 2' X 6' 224' O. C.110' BAYS DF -L #2 GIRTS FLAT @ 24' O.C. = o = 2' X 6' @ 24' 0. C., 12' BAYS SEE Ll N DF -L #1 GIRTS FLAT @ 24' O.C. DET2AI OR 2' X 6' DF -L #2 GIRTS FLAT w WITH 2' X 4' BACKERS @ 48' 0. C. w N S4 CONCRETE FOOTING, SEE SCHEDULE SS EXTEND POST TO TOP OF PURLIN - ROOF FASTENED TO PURLINS WITH 1 1/2' LONG WOODFAST TEKS. WALLS FASTENED TO GIRTS WITH 1' LONG SEE FOOTIN( WOODFAST TEKS. III TI BUILDING SECTION A - A N.T.S. cvw 12/29/07 SPOKANE POST FRAME, INC. FRAME BUILDINGS, 12' TO 50' SPANS NO CROSS SECTION SPFI.03 PURLIN CONNECTION METHODS, A). PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STANDARD SIMPSON JOIST HANGERS OR EQUAL, B), PURLINS. MAY BE BUTTED AND NAILED W/(2) 16d NAILS INTO EACH PURLIN. C. PURLINS MAY BE LAPPED ANDNAILED W/(3) 16dNAILS. ON CONNECTION METHODS 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN W/(I) 16d NAIL INTO EACH TOP CHORD MEMBER EviRES 12/29/QJ DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT N.T.S. NOTES FOR CONNECTION DETAIL (SD TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER S2 PURLIN SUPPORT STRUT 2' X '4' X FULL DEPTH OF TOP CHORD PLUS PURLIN. NAIL PURLINS W/(3) 16d NAILS (SD NAIL STRUT TO TOP CHORD W/(3) 16d NAILS EACH SIDE. 9MANUFACTURED TRUSS. NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. ©5 WOOD POST, SEE POST/FOOTING SCHEDULE. S6 4 - 40d GALV. NAILS IN PRE -DRILLED HOLES OR 3/4'0 MACHINE BOLT S7 SOLID BLOCKING AT CONNECTION POINTS, S8 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE ©9 2' X 6' OR 2' X 8' TOP GIRT © 4 - 16d NAILS OR 3/4'0 M. BOLT SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS TRUSS -COLUMN CONNECTION SPFI.04 NOTES FOR DETAIL 2- KNEEBRACE SS TRUSS TOP CHORD, DESIGN BY OTHERS S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS s3 2' X 6' DF -L #2 EACH SIDE sa WOOD POST, SEE POST/FOOTING SCHEDULE SS 4 - 16d GALV. NAILS, EACH SIDE DETAIL 2 - KNEE BRACE N.T.S. 1). KNEE BRACE REQUIRED WHERE SHOWN ON POST/FOOTING SCHEDULE. BRACE NOT REQUIRED AT GABLE END TRUSSES. 2). ALTERNATE KNEE BRACE/POST AND TRUSS/POST CONNECTION = USE 3/4'0 THRU BOLTS, EACH LOCATION. EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 51 KNEE BRACE TO COLUMN & TRUSS SPFI.05 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. r 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 FOR FOOTING DETAIL S1 TREATED POSTS AS SIZED PER SCHEDUI 2 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING I@ UNDISTURBED SOIL r EXPIRES 12/29/07 SPOKANE POST FRAME, INC. SPECIFICATIONS & SPFLOG 50' SPANS POST/FOOTING SCHEDULE 12' - 24' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUIRED VOLUME VD 8'4" 6" X 6" 18" 3'-0" NO 0.20 10'-0"6" X 6" 18" T -V' NO 0.20 12'-0"0.20 NO 14'-0" 6"X6"W/2"X6" 18"T-Vl 0.20 16'-0" 6" X 8" 20 3-0 NO 0.24 18'-0" 6" X 10" 20" 3'-0" NO 0.24 --- 20'-0" 6" X IV' 21" T -V NO 0.27 V -V' ff12 6"X 6" 26" T -V- NO 0.29 10'-0" 6" X 6" 26 3-0 NO 0.29 12'-0 14'-026" 3'-0" NO 16'-0" 6"X 8"W/2"X 6" 26" T-0" NO 0.29 18'-0" 6" X 8" W/2" X 6" 26" 3'-0" _ NO 029 20'-0" --_ 6" X 10" W/2" X 6" 26" 3'-2" NO 0.35 NOTE: i. 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' WALt HEIGHT, ENDWALL POSTS SHALL BE 6' X 8" ROUGH CUT HE$4-FIR##2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMO OF 2PO 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". EWMS 12 29 07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 12' TO 24' SPFI.07A PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAPRING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS S( M klley REVID3' f (ube OMPLIANCE SP u t l 111 ING P SION