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2006, 05-18 Permit App: 06001857 Pole BldgProject Number: 06001857 Inv: 1 Application Date: 5/18/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: Permit Use: 24 x 30 POLE BUILDING Contact: SPOKANE STRUCTURES Address: 510 N MULLAN ST C - S - Z: SPOKANE, WA 99206 Setbacks: Front Left: Right: Rear: Phone: (509) 927-0655 Group Name: Site Information: mowmm"moommoProject Name: Plat Key: 001703 Name: MOUNTAIN VIEW 02ND ADD District: Sout Parcel Number: 45281.0910 Block: Lot: SiteAddress: 1708 S LINDA LN Owner: Name: DORNING, PAUL Address: 1708 S LINDA LN Location:: CSV SPOKANE VALLEY, WA 99206 Zoning: UR 3.5 Water District: Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 50 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information: Review Building Plan Review ,Rirlasetl`Bv. ; Originally Released: 5/18/2006 By: TMELBOU Driveway/Approach Originally Released: Landuse/Zoning/HE Conditions Originally Released: Sewer Review per utilities, on sewer Originally Released: 5/18/2006 By: amblake 5/18/2006 By: HMStinson 5/18/2006 By: amblake Operator: AMB Printed By: AMB Print Date: 5/18/2006 Project Number: 06001857 Inv: 1 Application Date: 5/18/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Permits: Building Permit - Contractor: SPOKANE STRUCTURES INC Firm: SPOKANE STRUCTURES INC Address: 510 N MULLAN RD Phone: (509) 927-0655 SPOKANE, WA 99206 Notes: Payment Summa Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $301.06 $301.06 $0.00 $301.06 $301.06 $301.06 $0.00 $301.06 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: AMB Printed By: AMB Print Date: 5/18/2006 This Application: Total Project: Description Grp Tvpe Notes Sa Ft Valuation Sg Ft Valuation POLE BDLG U-1 VB 720 $13,680.00 720 $13,680.00 Totals: 720 $13,680.00 720 $13,680.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $237.25 ACCESSORY PLANS REVIEW 1 SELECT $59.31 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $301.06 Notes: Payment Summa Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $301.06 $301.06 $0.00 $301.06 $301.06 $301.06 $0.00 $301.06 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: AMB Printed By: AMB Print Date: 5/18/2006 Project Number: 06001857 Inv: I Application Date: 05/16/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: Permit Use: 24 z 30 POLE BUILDING Contact: SPOKANE STRUCTURES Address: 510 N MULLAN ST C - S - Z: SPOKANE, WA 99206 Setbacks: Front Left: Right: Rear: Phone: (509) 927-0655 Group Name: Site Information: Project Name: Plat Key: 001703 Name: MOUNTAIN VIEW 02ND ADD District: Sout Parcel Number: 45281.0910 Block: Lot: SiteAddress: 1708 S LINDA LN Location:: CSV Zoning: UR 3.5 Water District: Area: .00 Acres Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Driv Lan( Owner: Name: DORNING, PAUL Address: 1708 S LINDA LN SPOKANE VALLEY, WA 99206 Hold: ❑ Depth: 0 Right Of Way (ft): 50 Sewer Review Permits: Operator: AMB Printed By: AMB Print Date: 05/16/2006 Project Number: 06001857 Inv: I Application Date: 05/16/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: SPOKANE STRUCTURES INC Address: 510 N MULLAN RD SPOKANE, WA 99206 Notes: Building Permit Firm: SPOKANE STRUCTURES INC Phone: (509) 927-0655 Payment Summary: 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: AMB Printed By: AMB Print Date: 05/16/2006 1 Permit Center Sun �K f PERMIT NUMBER palkane 11707 E Sprague Ave, Suitt 1� I ry Spokane Valley, WA 9920. '; PERMiT Valley (509)688-0036 FAX: (509)688 0037MAY Community Development NvIK -220ka" vallev.orz.cor� Residential Construction -"- New Construction ❑ Accessory Bldg ermit Application ❑ Add t---)rJ-Remodel ❑ Deck ❑ Other: SITE ADDRESS 170 G/0a'Q Za06. ASSESSORS PARCEL NO: LJ JC a B 1 • &W-0 LEGAL DESCRIPTION: Building"owner Name: /!/" Address: TOTAL HABIT City:. ip: 99 1210(o Phone: / 7ax: ContactPerson';2 -�j =r - Name: &b 12,WIS Phone: 509- q.1, 7- OGSS x } - _Contractor-� �� •� - -- Name: Address: CitySPOKANE VALLEY Zip: WA ((@) Phone Fax: Lic No: g p Exp. Date: City Business Lic No: Describe the scope of work in detail: Cost of Project: $ /a a i ?• 8 � 7 **************The follow' ST be complete: write N/A if nota Reable)********************** HEIGHT TO PEAK: DIMENSIONS: # OF STORIES: TOTAL HABIT B E SPACE: I / ,SURFACE MAIN FLOOR TO SQ. 2 FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOU FTG: 2— 0 AREA: FINISHED BASEMENT GARAGE SQ. DECK/COV. PA S. FTG: 30% SLOPES ON SQ. FTG: IZ2 PROPERTY: # OF BEDROO CONST U T PE: HEAT SOURCE: SEWER OR SEPTIC? DISCLAIMER I/' rI/ The permitee verifies, acknowledges and agrees by their signature that 1) If this permit is for construction of or on a dwelling, the dwelling isiwill 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 S—A-- e Method of Payment (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard ❑ VISA ❑ Other Bankcard #: Expires: VIN#: Authorized Signature: REVISED 82512005 < 6p T�+os tnls dau "t pu gob fbo) E 1�at --------------- t '0 piiul -Ioepo n 170e So. tip at- � t � . r V RECEOVED SPOKANE VALLEY� DEPARTMENT OF •,OMMUNITY DEVELOPMENT DEPT. APPROVED .F M45.. -�> r700-�N 3eckis'p- �lr X --------------- t '0 piiul -Ioepo n 170e So. tip at- � t � . r V RECEOVED SPOKANE VALLEY� DEPARTMENT OF •,OMMUNITY DEVELOPMENT DEPT. APPROVED .F M45.. -�> r700-�N 3eckis'p- SPOKANE STRUCTURES, INC. 510 NORTH MULLAN ROAD SPOKANE, WA 99206 PHONE: 509-927-0655 FAX: 509-927-4062 CONSTRUCTION DRAWINGS FOR STANDARD POST FRAME BUILDINGS CONSTRUCTION DRAWINGS ARE ATTACHED FOR BUILDINGS WITH SPANS OF 12'-2499 3099 3699 409, 4819 50' & 60' Drawing Index: 1 of 18 PLAN VIEW 1-29-06 2 of 18 ROOF FRAMING PLAN 1-29-06 3 of 18 BUILDING SECTION A -A 1-29-06 4 of 18 DETAIL 1 — TRUSS/COLUMN CONNECTION, PURLIN SUPPORT 1-29-06 5 of 18 DETAIL 2 — KNEE BRACE 1-29-06 6 of 19 SPECIFICATIONS & FOUNDATION 1-29-06 7 of 18 POST/FOOTING SCHEDULE 12'— 30' SPANS 1-29-06 7 of 18 POST/FOOTING SCHEDULE 36' & 40' SPANS 1-29-06 7 of 18 POST/FOOTING SCHEDULE 48' & 50' SPANS 1-29-06 7 of 18 POST/FOOTING SCHEDULE 54'& 60' SPANS 1-29-06 10 of 18 ENDWALL FRAMING PLANS & CONNECTIONS 1-29-06 11 of 18 OPTIONAL ENDWALL FRAMING 1-29-06 12 of 18 OPTIONAL ENDWALL FRAMING 1-29-06 13 of 18 SIDEWALL FRAMING 1-29-06 14 of 18 TRUSS BRACING & POST LAMINATIONS 1-29-06 15 of 18 TRUSS WEB BRACING 1-29-06 16 of 18 LEAN-TO FRAMING PLANS 1-29-06 17 of 18 LEAN-TO BEAM SCHEDULE & FOOTING 1-29-06 18 of 18 LEAN-TO BEAM CONNECTIONS 1-29-06 THE ATTACHED DRAWINGS DESCRIBED B ' E ABOVE INDEX ARE BEING SUBMITTED UNDER MY PROFESSIONAL ENGINEE$ �JTHE STATE OF WASHINGTON 18067 EXPIRES 12-29-2007 ENGINEER: DANIEL WAMBEKE, P. E., 2913 EAST 61sT COURT, SPOKANE, WA 99223 PHONE: 509/443-6186 PLAN VIEW - N. T. S. IEWN.T.S. NOTES FOR FLOOR PLAN �1 INTERI❑R FRAME WOOD POSTS, POST SCHEDULE, 0 GABLE WALL POSTS - 6" X 6" TYPICAL DOOR POSTS - 4" X 6" TYPICAL F❑❑TING DIMENSI❑NS - B= l'-8"; D = 3'-0" MAXIMUM POST SPACING 12' 0" 0 PURLINS @ 24" ❑,C,, BEARING OR J❑IST HANGERS (TYPICAL) WE EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS PLAN VIEW DRAWN BY DATE REV. WAMBEKE —16-05 APPROVED SCALE SSI.O 1 NTS q SPAN L3 w zq w J Q Q v E3 DOUBLE TRUSSES z Q Q z zQ 0 �' l J o J o z r 0' Q I- J ::D W > W tZ > W > -' --I ° Z0 J ° �D J � W l7 CD I 0 LL.LL_o %( o X X OJ o d a� o CU 0 o (),j a- �--� (U X00 CU � W D (1) W o v' ('v, CD W� C7 W D z z z ¢ ¢ LE TRUSSES z A z N ( ) 7 D I D 0- 0- U D p p o o o o w co NrX (U (U X (U (LI o— � (U � (11 U O (°XU W W OJ W 0 (LJ M :D0(4 SINGLE TRUSS PLAN VIEW - N. T. S. IEWN.T.S. NOTES FOR FLOOR PLAN �1 INTERI❑R FRAME WOOD POSTS, POST SCHEDULE, 0 GABLE WALL POSTS - 6" X 6" TYPICAL DOOR POSTS - 4" X 6" TYPICAL F❑❑TING DIMENSI❑NS - B= l'-8"; D = 3'-0" MAXIMUM POST SPACING 12' 0" 0 PURLINS @ 24" ❑,C,, BEARING OR J❑IST HANGERS (TYPICAL) WE EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS PLAN VIEW DRAWN BY DATE REV. WAMBEKE —16-05 APPROVED SCALE SSI.O 1 NTS 12'-0" T 50'-0" W ❑❑D COLUMNS SEE SCHEDULE 0 0 I I o Cj z z H H ( W lGSL 1I ::D Og RASg CD o \oD `C j CU CU s`SIONAL� W W EXPIRES 12/29/07 ::D D SPOKANE STRUCTURES, INC. ROOF FRAMING PLAN POST FRAME BUILDINGS, 12' TO 60' SPANS ROOF FRAMING PLAN DRAWN BY DATE REV. IWAMBEKE J-16-05 APPROVED SCALE SSI.0 2 NTS ' SEE DETAIL � 1 12 SEE DETAIL � 1 ' SEE DETAIL � 2 , SEE FOUTIN DETAIL - 5 BUILDING SECTION A -A N7s'. EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS BUILDING CROSS SECTION DRAWN BYDATE WAMBEKE -16-05 APPROVED SCALE S SI.O 3 NTS z •� L� :D ANOTES FOR SECTION A -A J S1 TYPICAL PURLIN, SEE FLOOR � FOR SIZE WPLAN 0 J S2 TRUSS DESIGN BY OTHERS z S3 2' X 6' @ 24' ❑.C., 10' BAYS ~' Q p 2' X 6' @ 24' ❑.C., 12' BAYS = = DF -L #2 GIRTS FLAT @ 24' O.C, 0v LL � S4 CONCRETE FOOTING, SEE SCHEDULE W S5 EXTEND POST TO TOP OF PURLIN W ROOF FASTENED TO PURLINS WITH 1 1/2' LONG W❑❑DFAST TEKS WALLS FASTENED TO GIRTS WITH 1' LONG f— W❑ODFAST TEKS, ' SEE DETAIL � 2 , SEE FOUTIN DETAIL - 5 BUILDING SECTION A -A N7s'. EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS BUILDING CROSS SECTION DRAWN BYDATE WAMBEKE -16-05 APPROVED SCALE S SI.O 3 NTS PURLIN CONNECTION METH❑DS1 A). PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STANDARD SIMPS❑N J❑IST HANGERS OR EQUAL, B). PURLINS MAY BE BUTTED AND NAILED W/(2) 16d NAILS INT❑ EACH PURLIN, CX PURLINS MAY BE LAPPED ANDNAILED W/(3) 16dNAILS ON CONNECTI❑N METHODS 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN W/(l) 16d NAIL INT❑ EACH TOP CHORD MEMBER DETAIL 1 - COLUMN CONNECTION, PURLIN SUPPORT N.T.S. P\R�IN �'IrNcpv OD NA f CTION P MZ NODB ONE�TION NOTES FOR CONNECTION DETAIL (SD TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER TION S2 PURLIN SUPPORT STRUT 2' X '4' X FULL DEPTH OF TOP CHORD PLUS PURLIN, NAIL PURLINS W/(3) 16d NAILS I EXPIRES 12/29/07 S3 NAIL STRUT TO TOP CHORD W/(3) 16d S4 MANUFACTURED TRUSS, NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT, S5 WOOD POST, SEE P❑ST/FOOTING SCHEDULE, S6 4 - 40d GALV, NAILS IN PRE -DRILLED HOLES OR 3/4'0 MACHINE DOLT S7 S❑LID BLOCKING AT CONNECTION POINTS, S8 TYP, PURLIN, SEE FLOOR PLAN FOR SIZE S9 2' X 6' OR 2' X 8' TOP GIRT S1 4 - 16d NAILS OR 3/4.0 M, BOLT SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS TRUSS -COLUMN CONNECTION WAMBEKE a-16-05 SS1.04 NTS -NOTES FOR DETAIL 2- KNEEBRACE DETAIL 2 - KNEE BRACE N,T,S, S1 TRUSS TOP CHORD, DESIGN BY OTHERS S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS S3 2" X 6" DF -L #2 EACH SIDE S4 WOOD POST, SEE POST/FOOTING SCHEDULE SS 4 - 16d GALV, NAILS, EACH SIDE 1), KNEE BRACE REQUIRED WHERE SHOWN ON P❑ST/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 L❑CATI❑N. EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS KNEE BRACE TO COLUMN & TRUSS WAMBEKE a-16-05 ...-,- SS 1.05 NTS BUILDING SPECIFICATIONS: GENERAL — ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2CO3 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2003) AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE DESIGNED FOR 30 PSF OR 40 PSF LIVE (SNOW) LOAD (AS REQUIRED BY LOCAL CODE), 85 MPH WIND SPEED, EXPOSURE B & SEISMIC DESIGN CATEGORY C. DESIGN LOADS — ROOF LL = 30 PSF 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, `.SILTY GRAVEL OR CLAYEY GRAVEL SOILS OR 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 318-99. 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 & OTHER APPLICABLE SECTIONS OF CHAPTER 23 OF THE IBC. ALL NAILS INTO PRESERVATIVELY TREATED WOOD SHALL BE ZINC COATED HOT—DIP 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 IN WHICH THE BUILDING WILL BE CONSTRUCTED. TRUSS LOADING: TOP CHORD LIVE LOAD = 30 PSF OR 40 PSF TOP CHORD DEAD LOAD = 5 PSF BOTTOM CHORD DEAD LOAD = 1 PSF NOTES FOR F❑❑TING DETAIL S1 TREATED POSTS AS SIZED PER SCHEDUL 2 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING lel UNDISTURBED S❑IL FOOTING DETAIL N.T.S. 0 m EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS SPECIFICATIONS & FOUNDATION DRAWN BY I DATE WAMBEKE 1-16-05 .°oe,,. SS1.06 NTS 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, YD 10'-0" 8'-0" 6" X 6" 18" 3'-0" NO 0.20 10'-0" 10'-0" 6" X 6" 18" 3'-0" NO 0.20 10'-0" 12'-0" 6" X 6" 18" 3'-0" NO 0.20 10'-0" 14'-0" 6" X 6" W/2" X 6" 18" 3'-0" NO 0.20 10'-0" 16'-0" 6" X 8" 20" 3'-0" NO 0.24 10'-0" 18'-0" 6" X 10" 20" 3'-0" NO 0.24 10'-0" 20'-0" 6" X 10" 21" X -O" NO 0.27 12-0" 8'-0" 6" X 6" 26" 3'-0" NO 0.29 12-0" 10'-0" 6" X 6" 26" 3'-0" NO 0.29 12-0" 12'-0" 6" X 6" W/2" X 6" 26" 3'-0" NO 0.29 12-0" 14'-0" 6" X 6" W/2" X 6" 26" 3'-0" NO 0.29 12-0" 16'-0" 6" X 8" W/2" X 6" 26" X-0" NO 0.29 12-0" 18'-0" 6" X 8" W/2" X 6" 26" 3'-0" NO 0.29 12'-0" 1 20'-0" 6" X 10" W/2" X 6" 1 26" 3'-2" NO 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'-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 13UILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". EXPIRES 12/29/07 1 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE — 12' TO 24' SPA AMBEKE a-16-05 ,00.„- SS1.07A NTS POSTIFOOTI NG SCHEDULE 30' 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" 26" 3'-0" NO 0.29 10'-0" 10'-0" 6" X 6" 26" V-0" NO 0.29 10'-0" 12'-0" 6" X 6" W12" X 6" 26" 3'-0" NO 0.29 10'-0" 14'-0" 6" X 6" Wl2" 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" WI2" X 6" 26" 3'-0" NO 10.35 10'-0" 20'-0" 6" X 8" W2" X 6" 26" 3'-0" NO 0.35 10'-0" 22'-0" 6" X 10" WI2" X 6" 26" 3'-2" NO 0.35 10'-0" 24'-0" 6" X 12" 26" 3'-0" NO 0.38 12-0" 8'-0" 6" X 6" 28" 3'-0" NO 10.35 12-0" 10'-0" 6" X 6" 28" 3'-0" NO 10.35 12-0" 12'-0" 6" X 6" WI2" X 6" 28" 3'-0" NO 0.35 12-0" 14'-0" 6" X 8" 28" 3'-0" NO 0.41 12-0" 16'-0" 6" X 8" WI2" X 6" 28" 3'-0" NO 0.41 12-0" 18'-0" 6" X 10" 28" 3'-0" NO 10.41 12-0" 20'-0" 6" X 12" 28" 3'-0" NO 0.41 12-0" 22'-0" 6" X 12" Wl2" X 6" 28" 3'-2" NO 10.43 12-0" 1 24'-0" 6" X 12" 1 28" 1 3'-6" 1 NO I I0.48 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' WALT_ 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". EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 30' SPANS DRAWN BY DATE WAMBEKE -16-05 APPR!>VED SCALE SSI.O7B NTS 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" 8'-0" 6" X 6" 28" 3'-0" NO 0.35 10'-0" 10'-0" 6" X 6" 28" 3'-0" NO 0.35 10'-0" 12'-0" 6" X 6" W/2" X 6" 28" 3'-0" 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" 3'-0" NO 0.41 10'-0" 18'-0" 6" X 81W/2" X 6" 28" 3'-0" NO 0.41 10'-0" 20'-0" 6" X 10" 28" 3'-0" NO 0.41 10'-0" 22'-0" 6" X 10" W/2" X 6" 28" X-0" NO 0.41 10'-0" 24'-0" 6" X 10" W/2" X 6" 28" 3'-2" YES 0.43 12-0" 8'-0" 6" X 6" 32" X-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" X-0" NO 0.44 12-0" 18'-0" 6" X 10" 32" X-0" NO 0.44 12-0" 20'-0" 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" 1 24'-0" 6" X 12" W/2" X 6"1 32" 31-3" 1 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 .0"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". EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 36' SPANS WAMBEKE a-16-05 ....-,- SS1.07C NTS REV, POST/FOOTING SCHEDULE 40' SPANS, 30 &40 PSF LIVE LOAD POST COLUMN FOOTING TWEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUIRED VOLUME, YD 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" WI2" X 6" 30" 3'-0" NO 0.41 10'-0" 144" 6" X 6" WI2" 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" Wl2" X 6" 30" T-0" NO 0.41 10'4" 18'-0" 6" X 8" W12" X 6" 30" 3'-0" NO 0.41 10'-0" 20'-0" 6" X 10" 30" X -O" NO 0.41 10'-0" 22'-0" 6" X 10" WI2" X 6" 30" 3'-0" NO 0.41 10'-0" 244" 6" X 12" 30" 3'-2" YES 0,43 12-0" 8'-0" 6" X 6" 33" 3'-0" NO 047 12-0" 10'-0" 6" X 6" 33" 3'-0" NO 0,47 12-0" 12'-0" 6" X 6" W12" X 6" 33" 3'-0" NO 0,47 12-0" 144" 6" X 8" 33" 3'-0" NO 0„47 12-0” 16'-0" 6" X 8" WI2" X 6" 33" 3'-0" NO 0.47 12-0" 18'-0" 6" X 10" 33" 3'-0" NO 0.47 12'-0" 20'-0" 6" X 10" Wl2" X 6" 33" 3'-0" NO 0.47 12-0" 22'-0" 6" X 12" 33" 3'-2" NO 0.49 12-0" 1 244" 1611X 12" Wl2" X 6" 33" 1 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 X10"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". EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 40' SPANS DRAWN BY DATE WAMBEKE -16-05 APPROVED SCALE SSI.07D NTS 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, 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 10'-0" 22'-0" 6" X 10" W/2" X 6" 34" 3'-0" NO 0.55 10'-0" 24'-0" 6" X 12" W/2" X 6" 34" 3'-0" YES 0.55 12-0" 8'-0" 6" X 6" 36" 3'-0" NO 0.62 12-0" 10'-0" 6" X 6" W/2" X 6" 36" 3'-0" NO 0.62 12-0" 12'-0" 6" X 6" W/2" X 6" 36" 3'-0" NO 0.62 12-0" 14'-0" 6" X 8" 36" 3'-0" NO 0.62 12-0" 16'-0" 6" X 8" W/2" X 6" 36" 3'-0" NO 0.62 12-0" 18'-0" 6" X 10" 36" 3'-0" YES 0.62 12-0" 20'-0" 6" X 10" W/2" X 6" 36" 3'-0" NO 0.62 12-0" 22'-0" 6" X 12" W/2" X 6" 36" 3'-2" NO 0.65 12-0" 24'-0" 6" X 12" W/2" X611 36" 1 3'-2" 1 NO 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". pa ` Z' O 8067 SSjONAL EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 50' SPANS WAMBEKE E-16-05 NTS SS1.07E REV. POST/FOOTING SCHEDULE 54' TO 60' SPANS, 30 FK 40 PSF LIVE LOAD POST COLUMN FOOTING iKNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUIRED VOLUME, 10'-0" 8'-0" 6" X 6" 36" 3'-0" NO 0.62 10'-0" 10'-0" 6" X 6" 36" 3'-0" NO 0.62 10'-0" 12'-0" 6" X 6" W/2" X 6" 36" 3'-0" NO 0.62 10'-0" 14'-0" 6" X 8" 36" 3'-0" NO 0.62 10'-0" 16'-0" 6" X 8" W/2" X 6" 36" 3'-0" NO 0.62 10'-0" 18'-0" 6" X 10" 36" 3'-0" NO 0.62 10'-0" 20'-0" 6" X 10" W/2" X 6" 36" 3'-0" YES 0.62 10'-0" 22'-0" 6" X 10" W/2" X 6" 36" 3'-0" NO 0.62 10'-0" 24'-0" 6" X 12" 36" 3'-2" YES 0.66 12-0" 8'-0" 6" X 6" 40" 3'-0" NO 0.70 12-0" 10'-0" 6" X 6" W/2" X 6" 40" 3'-0" NO 0.70 12-0" 12'-0" 6" X 8" 40" 3'-0" NO 0.70 12-0" 14'0" 6" X 8" W/2" X 6" 40" 3'-0" NO 0.70 12-0" 16'-0" 6" X 8" W/2" X 6" 40" 3'-0" NO 0.70 12-0" 18'-0" 6" X 10" 40" 3'-0" YES 0.70 12-0" 20'-0" 6" X 10" W/2" X 6" 40" 3'-0" NO 0.70 12-0" 22'-0" 6" X 12" W/211 X 6" 40" 31-01' NO 0.70 12-0" 1 24'0" 6" X 12" W/2" X 6" 1 40" 1 T-2" NO 0.73 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". EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 60' SPANS WAMBEKE a -16 -OS SS1.07F NTS 12 4 SINGLE OVERHEAD DOOR ❑PTI❑N FRONT ELEVATION N.T.S. NOTES FOR FRONT ELEVATI❑N S1 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 S2 2" X 10" HEADER S3 2" X 6" GIRTS @ 24" ❑.C., 10' BAYS, DF -L #2 2" X 6" GIRTS @ 24" O.C., 12' BAYS, DF -L #2 S4 2" X 8" FACIA BOARDS S5 TREATED WOOD POSTS, SIZED PER SCHEDULE S6 TREATED 2" X 6" BOTTOM GIRT OR TREATED 2" X 10" BOTTOM GIRT 8 - 16d NAILS L GABLE END TRUSS 2" X 6" X 18" BOLTING BLOC - 16d NAILS o , �--CORNER POST - 16d NAILS 2" X 6" X 18" BOLTING BL❑CK DETAIL 3 TYP, GABLE END TRUSS C❑NNECTI❑N USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS EXPIRES 12/29 07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS ENDWALL FRAMING PLANS & CONNECTIONS DRAWN BY DATE REV. dAMBEKE -16-05 APPROVED SCALE SSL1O NTS 2 S4 20' 0" MAXIMUM L I SINGLE OVERHEAD DOOR ❑PTI❑N FRONT ELEVATION N.T.S. NOTES FOR FRONT ELEVATI❑N S1 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 S2 2" X 10" HEADER S3 2" X 6" GIRTS @ 24" ❑.C., 10' BAYS, DF -L #2 2" X 6" GIRTS @ 24" O.C., 12' BAYS, DF -L #2 S4 2" X 8" FACIA BOARDS S5 TREATED WOOD POSTS, SIZED PER SCHEDULE S6 TREATED 2" X 6" BOTTOM GIRT OR TREATED 2" X 10" BOTTOM GIRT 8 - 16d NAILS L GABLE END TRUSS 2" X 6" X 18" BOLTING BLOC - 16d NAILS o , �--CORNER POST - 16d NAILS 2" X 6" X 18" BOLTING BL❑CK DETAIL 3 TYP, GABLE END TRUSS C❑NNECTI❑N USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS EXPIRES 12/29 07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS ENDWALL FRAMING PLANS & CONNECTIONS DRAWN BY DATE REV. dAMBEKE -16-05 APPROVED SCALE SSL1O NTS OPTIONAL FRONT ELEVATION OPTIONAL FRONT ELEVATION N.T.S. N,T,S, N❑TES F❑R ❑PTI❑NAL FR❑NT ELEVATI❑NS S1 HALF TRUSS DESIGN BY OTHERS S2 2" X 10" HEADER UP T❑ 12' 0" D❑ORS 2" X 12" HEADER UP T❑ 20' 0" DORS 2" X 12" BACKED WITH 2" X 6" UP T❑ 24' 0" S3 2" X 6" HEADER S4 4" X 6" D❑OR P❑ST - 8' THRU 14' WALL HEIGHT W/ 2" X 6" FACER, 6" X 6" DOOR P❑ST - 16" & 18' WALL HEIGHT W/ 2" X 8" FACER. S5 DOUBLE 2" X 6" KINGPOST EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS OPTIONAL ENDWALL FRAMING DRAWN BY I DATE WAMBEKE -16-0S SSI.11 NTS DOUBLE OVERHEAD DOOR ❑PTI❑N OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR ❑PTI❑NAL 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 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, S5 DOUBLE 2" X 6" KINGPOST SINGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. � pF 1fASg�cr ��•� `pp�rao � �roNAL � EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS OPTIONAL ENDWALL FRAMING DRAWN BY I DATE WAMBEKE -16-05 APPROVED SCALE SSI.1 2 NTS TYPICAL SIDE ELEVATION N❑TES F❑R SIDE ELEVATI❑N N.T.S. S1 2" X 8" HEADER S2 2" X 10" HEADER F❑R 10' & 12' SLIDING D❑❑RS 2" X 8" HEADER F❑R 8' & SMALLER SLIDING D❑❑RS TOCATrn MM< T TYPICAL GIRT CONNECTION V, NAILS EACH GIRT (FLAT) EXPIRES 12/29/07 1 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS SIDEWALL FRAMING DRAWN BY I DATE �AMBEKE -16-05 NTS SS1.13 TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S. S1 GABLE END TRUSS S2 DOUBLE INTERI❑R TRUSSES S3 2' X 4' X—BRACING @ 10' 0' ❑.C. S4 2' X 4' BOTTOM CHORD BRACING @ 10' 0' ❑,C S5 TOENAIL BRACES TO TRUSSES WITH 3 — lOcl jNAILS — 16d NAILS 8" OF 0" POST GIR1 CTYF L SIDIN NAILING PATTERN FOR SIDEWALL 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 SHEATHING REQUIRMENTS THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED, x 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) x 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 FIELD SCREWS, #10 x 1 1/2' @ 9' O.C. (NEXT TO HIGH RIB) BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS, #14 x 1 1/2' @ BOTH SIDES OF EACH MAJOR RIB. DIAPHRAGM SCREWS DIAPHRAGM SCREWS @ ENDWALL BASE GIRT ACROSS ENDWALL DOOR HEADERS & GABLE END TRUSS TOP CHORD, EAVE & RIDGE PURLINS ON ROOF DIAPHRAGM SCREWS] TYPICAL SCREW PATTERN, EXCEPT AS NOTED ABOVE STEEL SHEETING SCREW PATTERNS N.T.S EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS TRUSS BRACING & POST LAMINATIONS WAMBEKE R-16-05 NTS SS1.14 TRUSS WEB BRACING INTERIOR OR GABLE END TRUSSES N❑TES E❑R TRUSS WEB BRACING TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS AS THE METH❑D OF TRUSS WEB BRACING SHOWN AB❑VE REPLACES 1" X 4" ❑R 2" X 4" WEB MEMBER BRACING FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE "RAT -RUN" WEB 10d NAILS @ 6" ❑,C, " X 6" OR 2" X 8" L -BRACE TRUSS WEB MEMBER SECTION B -B AT INTERIOR TRUSSES F --40d NAILS @ 6" ❑,C, ?" X 4" L -BRACE TRUSS WEB MEMBER SECTION B -B AT GABLE END TRUSS EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS TRUSS WEB BRACING DRAWN BY I DATE �AMBEKE -16-04 NTS SS1.15 REV, PURLIN SIZES AND SPACING USE 2' X 6' DF -L #2 2 2' 0' O.C., 8' BAYS USE 2' X 6' DF -L #2 2 2' 0' D.C., 10' BAYS USE 2' X 8' DF -L #2 2 2' 0' O.C„ 12' BAYS PURLIN CONNECTION METHOD PURLINS WILL BE HUNG FROM LEAN TO RAFTERS WITH STANDARD SIMPS13N JOIST HANGERS OR EQUAL, NOTES FOR LEAN TO CONNECTION DETAIL Q MANUFACTURED TRUSS NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. ® TRUSS SUPPORT POST. SEE POST/FOOTING SCHEDULE (g)3/4' DIA. MACHINE BOLT (0 2' X 6' X 24' DF -L CONNECTION BLOCK. PROVIDE BLOCK EACH SIDE OF POST, Q TYP, PURLIN. SEE CHART AT LEFT FOR SIZES. © 2' X 6' OR 2' X 8' EA V E GIRT Q 2' X 6' DF -L GIRTS 2 24' D.C.. TYPICAL 8', 10' OR 12' BAYS D 6' X 6' FULL SIZE LEAN TO POST Q 16d NAILS 10 LEAN-TO RAFTERS - SEE CHART & SECTION A -A NOTES FOR LEAN TO GIRTS GIRTS ARE NOT REQUIRED FOR SUPPORT OF POSTS, BUILDING LEAN TO'S MAY BE OPEN OR ENCLOSED USE 2' X 6' DF{ #2 GIRTS 2 2' 0' O.C. FOR 8' BAYS USE 2' X 6' DF -L #2 GIRTS 2 2' 0' O.C. FOR 10' BAYS USE 2' X 6' DF -L #2 GIRTS 2 2' 0' O.C. FOR 12' BAYS LEAN-TO ADDITION TO POST FRAME BUILDING CONTINUOUS ROOF SLOPE Krs 1�L �O 18067 SIGNAL EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS LEAN-TO FRAMING PLANS DRAWN BY DATE WAMBEKE —16-05 APPROVED SCALE SSI.1 6 NTS 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 PSF OR 40 PSF LIVE LOAD SITUATIONS — BUILD ACCORDING TO THE PLANS FOR THE LIVE LOAD REQUIRED IN THE JURISDICTION IN WHICH CONSTRUCTION IS BEING PERFORMED. THESE BUILDINGS ARE DESIGNED FOR 30 PSF OR 40 PSF ROOF LIVE (SNOW LOAD), 85 MPH WIND SPEED, EXPOSURE B AND SEISMIC DESIGN CATEGORY C. DESIGN LOADS — ROOF LL = 30 PSF 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 (SW, SP, SM, SC, GM AND 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 psi, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-99. 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. FASTENERS FOR PRESERVATIVE TREATED WOOD SHALL BE OF HOT—DIPPED ZINC—COATED GALVANIZED STEEL, STAINLESS STEEL, SILICONE BRONZE OR COPPER. 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 IA" 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 95% 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. NOTES FOR F❑❑TING DETAIL TREATED POSTS AS SIZED PER SCHEDULE VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING �3 UNDISTURBED S❑IL 1— FOOTING DETAIL N.T.S. EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS WA & ID LEAN—TO SPECIFICATIONS & FOOTING$ 30 OR 40 PSF UVE LOAD DRAWN BY WAMBEKE DATE 1-16-05 APPROVED SCALE NTS SSI.06IBC REV. NOTES FOR LEAN TO CONNECTION DETAIL 1 MANUFACTURED TRUSS NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. © TRUSS SUPPORT POST. SEE POST/FOOTING SCHEDULE. ©3 3/4' DIA, MACHINE BOLT - NOT REO'D ON ENDWALLS ©4 2' X 6' X 24' DF -L CONNECTION BLOCK. PROVIDE BLOCK EACH SIDE OF POST. ©9 TYP. PURLIN. SEE CHART AT LEFT FOR SIZES. ®2'X6'OF 2'X 8'EAVE GIRT (E)2' X 6' DF -L GIRTS 2 24' O.C.. TYPICAL 8', 10' OR 12' BAYS ® 6' X 6' FULL SIZE LEAN TO POST Q 16d NAILS ® LEAN-TO RAFTERS - SEE CHART s SECTION A -A LEAN-TO ADDITION TO POST FRAME BUILDING STEP DOWN LEAN-TO ROOF EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS STEP—DOWN LEAN—TO FRAMING PLANS WAMBEKE a -16-22 A ...11— crei c Sc`'I.1 6 NTS REV. NOTES FOR F❑❑TING DETAIL S1 TREATED POSTS AS SIZED PER SCHEDULE 2 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING �3J UNDISTURBED SOIL 0 r� FOOTING DETAIL N.T.S. EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS LEAN-TO BEAM SCHEDULE & FOOTING DRAWN BY DATE WAM13EKE -16-05 APPROVED SCALE SSi.1 % NTS RAFTER SECTION CHART SPAN BAY SPACE LIVE LOAD PSF RAFTER SECTION SIZE OR COMBINATION ENDWALL SIZE OR RAFTER SECTION COMBINATION 8' 0' 8' 0" 30 2 - 2' X 8' 2' X 8" 8' 0' 10' 0' 30 2 - 2' X 8' 2" X 8' 81 ' ON 30 2 - 2' X 10' 2` X 10' 8' 0' 8' 0"40 2 - 2' X 8' 2" X, 8' 8' 0' 10, ON 40 2 - 2' X 10' 2' X 10' 81 ' ON 40 2 - 2' X 10" 2' X 10' 10, ON 8' 0' 30 2 - 2' X 10" 2` X 10' 10' ON 10' 0' 30 2 - 2' X 10' 2" X 10' 10' 0" 1 P, n# 30 2 - 2' X 12' 2" X 12' 10, ON 8' 0" 40 2 - 2' X 10' 2` X 10' 10, ON 10, ON 40 2 - 2' X 12' 2' X 12' ` 1 P, ON 40 2 - 2" X 80 & 2 - 2' X 6' BOX 2' X, 12' & 2' X 8' " 8' 0' 30 2 - 2' X 12' 2" X 12" " 110' 0' 30 2 - 2' X 8" & 2 - 2' X 6" BOX 2" X 12' & 2' X 8' 0#11P, n, 30 2 - 2" X 10' & 2 - 2' X 6' BOX 2' X 12" & 2' X 8' 0` 2 - 2' X 8' & 2 - 2' X 6' BOX 2" X 12` & 2' X 8' to8' ' 40 2 - 2' X 10' & 2 - 2' X 6' BOX 2' X 12" & 2' X 8' 12 " " 40 2 - 2' X 10' & 2 - 2" X 6' BOX 2 - 2" X 12' ON 8' 0' 30 2 - 2' X 10' & 2 - 2' X 6' B ❑ X 2' X 12' & 2' X 10' ON ON 30 2 - 2' X 10" & 2 - 2' X 6' B ❑ X 2' X 12' & 2' X 10' " " 30 2 - 2" X 12' & 2 - 2" X 6' BOX 2 - 2' X 12' ON 8' ON 40 2 - 2' X 10' & 2 - 2' X 6' B ❑ X 2 - 2' X 12' " ' 40 2 - 2' X 12' & 2 - 2" X 6' BOX 2 - 2" X 12' DF -L #1 ON " 40 2 - 2' X 12' & 2 - 2' X 6' BOX DF -L #1 2 - 2' X 12' DF -L #1 116, ON 8' 0" 30 2 - 2" X 12" DF -L S, STRUCT, 2' X 12' DF -L S, STRUCT, F110 r 30 2 - 2` X 12' & 2 - 2' X 6" B❑X 2 - 2' X 12" 1 P, n# 30 2 - 2' X 12' & 2 - 2' X 6' BOX DF -L #1 2 - 2' X 12' DF -L S,S, ON 8' 0" 40 2 - 2' X 12" & 2 - 2" X 6' BOX 2 - 2' X 12' DF -L #1 " ' " 40 2 - 2' X 12' & 2 - 2' X 6' BOX DF -L S,S 2 - 2" X 12' DF -L &S. 0#112, ON 1 40 14 - 2' X 12' & 2 - 2' X 6' BOX DF -L S.S 2 - 2' X 12' DF -L S.S. NOTES FOR F❑❑TING DETAIL S1 TREATED POSTS AS SIZED PER SCHEDULE 2 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING �3J UNDISTURBED SOIL 0 r� FOOTING DETAIL N.T.S. EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS LEAN-TO BEAM SCHEDULE & FOOTING DRAWN BY DATE WAM13EKE -16-05 APPROVED SCALE SSi.1 % NTS w w w 6d NAIL @ 10' ❑,C, 2' X 6' FULL WIDTH SIMPS❑N J❑IST HANGER 2' X 6' OR 2' X 8' PURLIN 8 1/2' 1 2' X 8', 2' X 10' OR 2' X 12' VERTICAL MEMBERS - SEE CHART SECTION A - A STANDARD RAFTER DETAILS c rUoS❑N J❑IST HANGER 6' OR 2' X 8' PURLIN NAIL @ 10' ❑ C, C A b, C- A lU- UK C" A 1C" VERTICAL MEMBERS - SEE CHART SECTION A - A BOX BEAM DETAILS a Li pq Li Li i a 6d NAIL @ 10' Of. 6d NAIL @ 10' D.C. 2' X LAMINATED TO ENDWALL RAFTER WHERE 2' X 8' 2' X 10' OR 2' X 12' REQ'D - SEE CHAR ENDWALL RAFTER - SEE CHART SECTION A - A J I ANDARB ENDWALL RAFTER DETAILS EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS LEAN-TO BEAM CONNECTIONS DRAWN BY DATE REV. WAMBEKE -16-05 iPPROVED SCALE SSI.1 S NTS N❑TES FOR CONNECTION DETAIL S1 MANUFACTURED TRUSS TOP CH❑RDS TRUSS DESIGN BY TRUSS MANUFACTURER S2 PURLIN SUPPORT STRUT 2' X '3' X FULL DEPTH ❑F T❑P CHORD PLUS PURLIN, NAIL PURLINS W/(3) 16d NAILS (SD OVERHANG EAVE PURLIN S4 MANUFACTURED TRUSS NOTCH P❑STS 1-1/2' EACH SIDE T❑ PR❑VIDE TRUSS SEAT. S5 W❑OD P❑ST, SEE POST/FOOTING SCHEDULE, S6 2' X 6' OR 2' X 8' JACK RAFTER NAIL T❑ SIDE OF TRUSS T❑P CH❑RD S7 2 - 10d NAILS @ 6' ❑, C. S8 TYP, PURLIN, SEE FL❑❑R PLAN F❑R SIZE S9 2' X 6' OR 2' X 8' EAVE GIRT EAVE OVERHANG DETAIL EXPIRES 12/29/07 I OI GIRT SIZE: JO t -'Sr GABLE TRUSS j0 TRUSS CENTER COLUMN BAYS 2" X 8" 2" X PURLIN'�-. 2" BLOCKING 10" 12' BAYS 2" OUTRIGGER 10" 2" X 12" 2" X 12" 2" X 4' SUB FASCIA TOP GIRT END COLUMN OVERHANG @ EAVE 12" TO 24' EAVE OVERHANG ,54+ OF 1�T � C O � Q 18067 Ch's 15TER� CSS sjONAL EXPIRES 1 2 29 07 SPOKANE STRUCTURES, INC. TRUSS - COLUMN CONNECTION EAVE OVERHANG CONNECTION DETAILS STANDARD POST FRAME BUILDING PLANS DRAWN BY DATE REV. WAMBEKE -16-05 APPROVED SCALE SSI.17 NTS I OI GIRT SIZE: JO t -'Sr 40 rJr j0 Psr CENTER COLUMN BAYS I OI GIRT SIZE: JO t -'Sr 40 rJr j0 Psr 10' BAYS 2" X 8" 2" X 10" 2" X 10" 12' BAYS 2" X 10" 2" X 12" 2" X 12" ol° MAIN BUILDING POST TWO 5/8"0 M. BOLTS THRU POST STEEL POST ATTACHMENT BRACKET 10 GA. HRS �� STEEL SIDES 4" o N � � � 3Q C'') o - 1/4" X 3' X 6 1/4' co, ° - STEEL BOTTOM PL coc til � 2a Ln 1 1/8" pu LEAN-TO RAFTERS 2" X 10" MSR 2,250f-L8E 2" X 10" MSR 1,950F -1,7F 12' BAYS 10' BAYS TWO �'_" X 4" SOLID FILLERS NOTCH 2" X 10" TO SEAT IN BRACKET 5/8"0 M, BOLT; THRU RAFTER 4 - 30d NAILS 8EXPIRES 12/ 29 0% LEAN-TO POST—/ SPANS SPOKANE POST FRAME, INC. f'RO`JIDE DIAGRAMS AND Ewa[,F EKING LAYOUTS FOR Fr -)OF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING Ir:SPEC VIONS CITY COPY THIS BUILDING TO FIELD INSPECTION CORRECTIONS REVIEWED -� � C -� �,PLIANCE S�'t 1KA�1E tires v r . iu(, t�IVISI- .