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2006, 09-28 Permit App 06003827 Pole BldgProject Number: 06003827 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 24 X 48 POLE BUILDING Setbacks: Front Site Information: Left: Right: Rear: Plat Key: 000000 Name: JOEY MARIE ADD Date: 9/28/2006 Page 1 of 3 Contact: SPOKANE STRUCTURES Address: 510 N MULLAN ST C - S - Z: SPOKANE, WA 99206 Phone: (509) 927-0655 Group Name: Project Name: District: F Parcel Number: 45332.0304 Block: SiteAddress: 11118 E 36TH AVE Location:: CSV Zoning: UR-3.5 Water District: Urban Residential 3.5 Area: 7,136.00 Acres Width: 0 Nbr of Bldgs 0 Nbr of Dwellings 0 Review Information: Lot: Owner: Name: CONANT, BILL Address: 11118 E 36TH AVE SPOKANE VALLEY, WA 99206-96 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Flood Plain Released By: Building Plan Review Originally Released: 9/25/2006 By: amblake Released By: Driveway/Approach Originally Released: 9/27/2006 By: TMELBOU Released By: Landuse/Zoning/HE Conditions Released By: Originally Released: 9/25/2006 By: mharnois Operator: AMB Printed By: AMB Print Date: 9/28/2006 Project Number: 06003827 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Sewer Review Permits: Date: 9/28/2006 Page 2 of 3 Released By: Originally Released: 9/25/2006 By: amblake Contractor: SPOKANE STRUCTURES INC Address: 510 N MULLAN RD SPOKANE, WA 99206 Description Grp Type Notes POLE BDLG U-1 VB Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Building Permit Firm: SPOKANE STRUCTURES INC Phone: (509) 927-0655 This Application: Total Project: Su Ft Valuation So Ft Valuation 1,152 $21,888.00 1,152 $21,888.00 Totals: 1,152 $21,888.00 1,152 $21,888.00 Units Unit Desc Fee Amount 1 SELECT $349.25 1 SELECT $87.31 1 SELECT $4.50 Operator: AMB Printed By: AMB Permit Total Fees: Print Date: $441.06 9/28/2006 Project Number: 06003827 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Notes: All driveway approaches to be constructed per Spokane County Standards as adopted by the City of Spokane Valley. Minimum of 7.5' from each property line, 5' from crosswalks or intersection curb and minimum of 15' of separation between any two approaches. Flat portion of a residential approach to be minimum of 16' wide, maximum of 30' wide and combined approach width not to exceed 50% of total frontage. (A)OTHE BULDING OFFICIAL IS AUTHORIZED TO REQUIRE THE PERMIT APPLICANT TO PROVIDE FEE REIMBURSEMENT TO THE CITY OF SPOKANE VALLEY FOR ANY PROFESSIONAL SERVICES REQUIRED OUTSIDE OF CITY STAFF REVIEW. (B)ESOME EXAMPLES OF POTENTIAL OUTSIDE RESOURCES INCLUDE PLAN REVIEW, CONSTRUCTION INSPECTION AND SURVEYING. Payment Summary: Permit Time Building Permit Date: 9/28/2006 Page 3 of 3 Fee Amount Invoice Amount Amount Paid Amount Owing $441.06 $441.06 $0.00 $441.06 $441.06 $441.06 $0.00 $441.06 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: 9/28/2006 Project Number: 06003827 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 24 X 48 POLE BUILDING Setbacks: Front Site Information: Left: Right: Rear: Plat Key: 000000 Name• Range • Contact: SPOKANE STRUCTURES Address: 510 N MULLAN ST C - S - Z: SPOKANE, WA 99206 Phone: (509) 927-0655 Group Name: Project Name: District: F Parcel Number: 45332.0304 Block: SiteAddress: 11118 E 36TH AVE Location:: CSV Zoning: UR-3.5 Water District: Urban Residential 3.5 Area: ',136.00 Acres Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Lot: Owner: Name: CONANT, BILL Address: 11118E 36TH AVE SPOKANE VALLEY, WA 99206-96 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Date: 9/25/2006 Page 1 of 2 Review Flood Plain Released By: Originally Released: Building Plan Review 9/25/2006 By: amblake Released By: ' ,t4. 0 Driveway/Approach Released By: Landuse/Zoning/HE Conditions Operator: AMB Printed By: AMB Print Date: 9/25/2006 Spokane 1 VaI1ey Community Development Permit Center 11707 E Sprague Ave, Suite 14 E Spokane Valley, WA 99206 (509)688-0036 FAX:(509)688=0037 www.spokanevallev.orz.com D Residential Construction Permit Application SEP 2 2 (New Construction o Addition/Remodel o Other: 'ERMIT NUMBER: o Accessory Bldg o Deck SITE ADDRESS It It ' E - 3 , $?o w 01L,L ASSESSORS PARCEL NO: ((. .33. 03ay LEGAL DESCRIPTION: fir'";'- t r $11.11C�lI� Oi'VI1eT , '. _. � r . __ •. . '-t: Name: (�' 1 L L CO aVA- AV Z! Address:C f I if 6,tfe City6pas V4LL' Zip: Phone: qi. j q - S'Z $tF Fax: Name: MA.PJ 04( v OR000.1 Phone: Soo f2.?— d6Ss" l c Describe the scope of work in detail: ?o S7— c2fFittig-" $ u I 1 » zG-. Name: STRUCTURES, INC. SPOKANE Address: c i n iv TH MITLLADT ROAD CitySPOKANE VALLEY Zip: WA ((@) PhonenQ_q,7_06cc Fax: 509-927 /1062 Lic No: S pOKAS I 1 2 6 0 6 Exp. Date: City Business Lic No: Cost of Project: The followin MLiST be complete: (write N/A if not applicable) HEIGHT Ty�� EAK: a (4. u �.Efx / DIMENSIONS: S # OF STORIES: / TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. FTG: 1 l s'.P. 2ND FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: OIE-- DECKICOV. PATIO SQ. FTG: 305 SLOPES ON PROPERTY: # OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? DISCLAIMER The permitee verifies, acknowledges and agrees by their signature that 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Perrnit 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 Perrnit Center. 5) This City of Spokane Valley Perrnit 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 ,G-"` Method of Payment: (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard ❑ VISA ❑ Other Bankcard #: Expires: VIN#: Authorized Signature: REVISED Y25/22005 Date Permit Center Stiolcane 11707 E Sprague Ave, Suite `106 Valley Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 w w.spokanevalley.ora.corn Community Development Residential Plan Submittal Minimums ❑ Completed Building, Plumbing & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. o Show the height of any proposed buildings or accessory structures. ❑ Floor plan for each floor. Dimension to scale (minimum 1/8") and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations ❑ 22" X 30" attic access location ❑ 18" X 24" crawl space access: ❑ One -hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan ❑ Insulation information Print Map Page 1 of 1 024 45332 22 44732 2501 II 44-1-3, 2502 4;332-2503 453322504 .:204 4.433, 0208 4f � 0207 463320305 45332.18501 453 1501 45332.0304 4802 :11:5 11116 46�3� 1902 G. 453320303 :204 4;23r :303 ..:2s 4S3-3'9 1903 of Spo C' 2802? 45332_2803 �5332.280: ...:3 1 ...! I 1 453332.2204 35:0 4A33, 2701 5323 z 5 32.9:44 { 3903 45332.2703 r 4A-ri, 2704 I 45.3329:47 I45332_22705 3807 / 331 4;337 2805 II35+:e ti 46 37 28:5 1 :2:2 45332.0302 45332.1804 ,'207 12:5 45332.4805 :MD 45332.0301 4533, 1806 T 45332.1904 ne Valley '2'3 45 28:6 45132 2205 33:_ 29.7 4 22.2307 4;33, 2808 39:5 I453322209 209 3v12 45? .2314 4533.2.28 :3 4533228:2 39: C' 0 44.z0,7 28:1 39' -1 III453 :955 .:2:6 4 33.:0 • 43332.2a:7 223 45332.2818 I II I45332.2901 38:5 atc :'»4. 29•_3 307 ..6 !4. Information shown in the PRISM application is compiled from various sources, subject to ongoing changes and is not warranted for accuracy. PRISM should serve as a starting point for your investigation or inquiry. Legal documents should be obtained from the appropriate agency before taking any action. Please contact the appropriate county division or department for additional information. If Il 25-Sep-06 09:20 AM Legend Scale 1:2,000 l in = 167 ft http://dorado/mox42/index. cfin?action=mox42_view_prism_printablemap 9/25/2006 r 96` 1-3 ; It Cc» ,i ' Illy E. 3(o S?oki°.<_ V4tk GiA PRrc---11 1 4 S. 3a •v3oy SPOKANE STRUCTURES, INC. 510 NORTH MULLAN ROAD SPOKANE, WA 99206 PHONE: 509-927-0655 FAX: 509-927-4062 CONSTRUCTION DRAWINGS FOR STANDARD POST FRAME BUILDLNGS CONSTRUCTION DRAWINGS ARE ATTACHED FOR BUILDINGS WITH SPANS OF 12'-24', 30', 36', 40', 48', 50' & 60' 1 of 18 PLAN VW WDrawing Index: i` i. PTA •Fp,�6' 1-04-04 ek. -* 1-04-04 2 of 18 ROOF FRAMING PL ;.lV'J;, � _ , 1-04-04 *Y. 3 of 18 BUILDING SECTION.:,,, ��� �• 4 of 18 DETAIL 1— TRUS/ C3WL. Ty` COiNNi ECTI '��� 1-04-04 5 of 18 DETAIL 2 — KNEE C 'w h i ,,, �4,` 6 of 19 SPECLFICATIONS 8 FOUI . ''a7 `� 1-04-04 7 of 18 POST/FOOTING SL ED ,:,: ' SP. ��'S -,.t+ 1-04-04 7 of 18 POST/FOOTING S(14F:D t 36',2&:* ' ANS 1-04-04 7 of 18 POST/FOOTING SCREDU E 48'& ro' SP ! 1-04-04 1-04-04 7 of 18 POST/FOOTING SCB EDI: ,.F 54' - _ , ',, �� '� � �' 4, * 1-04-04 10 of 18 ENDWALL FRAI > G'i AN4*C NECTIONS 1-04-04 11 of 18 OPTIONAL ENDWA�I: 1-04-04 12 of 18 OPTIONAL ENDWALL FRAMING1-04-04 13 of 18 SIDEWALL FRAMING1-04-04 14 of 18 TRUSS BRACING & POST LAM: Ni ATIONS 1-04-04 15 of 18 TRUSS WEB BRACING 1-04-04 16 of 18 LEAN-TO FRAMING PLANS 1-04-04 17 of 18 LEAN-TO BEAM SCHEDULE & FOOTING 1-04-04 18 of 18 LEAN-TO BEAM CONNECTIONS [J E ATTACHED DRAWINGS DESCRIBED BY THE ABOVE LNDEX ARE BEING SUBMITTED UNDER MY PROFESSIONAL ENGINEER ST • e THE STATE OF W ASHLNGTON ENGINEER: DANIEL WANIBEKE, P. E., 2 PHONE: 509/443-6136 KaNE. WA 99223 OD PSP LIVE LOAD • l • CD 0) N Z 1-I J 1/4.04 0J Ld (/) • ¢ 0 J w J LL V) a. 1' TYPIC1AL 30 U Q W u • A • a SPAN DOUBLE TRUSSES SINGLE TRUSS PLAN VIEW N.T,S. NOTES FOR FLOOR PLAN IQ INTERIOR FRAME WOOD POSTS, POST SCHEDULE. GABLE WALL POSTS - 6' X 6" TYPICAL DOOR POSTS - 4' X 6' TYPICAL FOOTING DIMENSIONS - B = 1'-8'1 D = 3'-0' MAXIMUM POST SPACING 12' 0' PURLINS @ 24' ❑,C., BEARING OR JOIST HANGERS (TYPICAL) EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS PLAN VIEW DRAVN BY DATE VAMBEKE -16-05 APPROVED SCALE NTS SSI.01 REV. 12'-0" TD 50'-0" • ROOF FRAMING PLAN WOOD COLUMNS SEE SCHEDULE EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS ROOF FRAMING PLAN DRAVN BY WAMBEKE 05 DATE -16- APPROVED SCALE NTS SSI.02 REV. SEES DETAIL 12 4 NOTES FOR SECTI❑N A -A Si TYPICAL PURLIN, SEE FLOOR PLAN FOR SIZE S2 TRUSS DESIGN •BY OTHERS S3 2' X 6' @ 24' ❑.C., 10' BAYS �11 14f 2' X 6' @ 24' 0.C., 12' BAY • d3//� DF-L #2 GIRTS FLAT @l' i?4.' ❑•C, S4 CONCRETE F❑❑TING, Sty[~,`..;SQHEDUI o o, S5 EXTEND POST TO T❑1/ dF .`PURLIN V.) -s o t ROOF FASTENED TO PUR_ITINS I'kF1'f. Y 1 1/2' LONG W❑❑DFAST;'.TE ` e.! 'u4t. r15- WALLS FASTENED T(1; GIRTS WITH 1' LON t WOODFAST TEKS. ;'� = ;am ‘tb.1 frt:l81?FTAIL OrIS BUILDING SECTION A -A N.T.S. EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS BUILDING CROSS SECTION DRAVN BY VANDEKE APPROVED DATE 1-16-05 SCALE NTS SSI.03 REV. 'URLIN CONNECTION METHODS' 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/C2) 16d NAILS INTO EACH PURLIN. C), PURLINS MAY BE LAPPED AND NAILED W/(3) 16dNAILS, ON CONNECTION METHODS 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN W/(1) 16d NAIL INT❑ EACH TOP CHORD MEMBER �y4 0 9 9 \k,./PIER (P* '\4 DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT N.T.S. Pup,IN "' HOD N'W p r1 pN NOTES FOR CONNECTION DETAIL ©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 S3 NAIL STRUT TO TOP CHORD W/(3) 16d MANUFACTURED TRUSS. NOTCH POSTS 1-1/2' EACH SIDE TO PR❑VIDE TRUSS SEAT. WOOD POST, SEE POST/FOOTING SCHEDULE. 4 - 40d GALV. NAILS IN PRE -DRILLED HOLES OR 3/4'0 MACHINE BOLT SOLID BL❑CKING AT CONNECTI❑N POINTS. 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 an I EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS TRUSS -COLUMN CONNECTION DRAVN BY WAMBEKE DATE � 1-16-05 I APPROVED SCALE NTS SSI.04 REV. SS 3' DETAIL 2 - NOTES FOR DETAIL 2- KNEEBRACE 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 S5 4 - 16d GALA(' NAILS, EACH SIDE 1), KNEE BRACE REQUIRED WHERE SHOWN ON POST/FOOTING SCHEDULE. BRACE NOT REQUIRED AT GABLE END TRUSSES. ), ALTERNATE KNEE BRACE/POST AND TRUSS/POST C❑NNECTI❑N = USE 3/4'0 THRU BOLTS, EACH LOCATION, 1/2' <P �. r- * ' ;VK fl Jf l 3A/V>lodS KNEE BR'J` N,T,S, EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS KNEE BRACE TO COLUMN Sc TRUSS DRAVN BY WAMBEKE APPROVED DATE 1-16-05 SCALE NTS SSI.05 REV. BUILDING SPECIFICATIONS: GENERAL — ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF II IL 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 E3 & 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 DI_ 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'IlE:N AS NOTED ON THE PLANS. ALL POST MATERIALS SHALL BE HEM —FIR #2 OR BETTE; . D FULL DIMENSION AND GRADED BY WWPA GRADING RULES. HARDWARE SHALL BE - , SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTMS A307. METAL--',-77 V. PANELS MAY BE DELTA RIB STYLE, GALVANIZED OR PAINTED, 29 GAUGE THICKNESS, ;4:; ,.. ASTM A653 STRUCTURAL QUALITY (SQ), Fy = 80.0 ksl. ROOF PANELS SHALL ,,BE _,{'"' i FASTENED TO PURLINS WITH PLATED, GASKETED 1 1/2" LONG METAL. TO WOOD s FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED, GASKETED 1 91,4 OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED, AND t, 9, �; (S)/ FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. ,~•-1 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❑DTING DETAIL S1 TREATED POSTS AS SIZED PER SCHEDULE 2 VIBRATE OR ROD CONCRETE TO ❑BTAIN FULL BEARING 0 UNDISTURBED SOIL FOOTING DETAIL N.T.S. EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS SPECIFICATIONS & FOUNDATION DRAVN BY WAN➢EKE APPROVED DATE 1-16-05 SCALE NTS SSI.06 REV. 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, YD3 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" 3'-0" 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" 6"‘7 •• NO 0.29 12-0" 14'-0" 6" X 6" W/2" X 6" 436'1 311,497,5 ' \"� NO 0.29 12-0" 16'-0" 6" X 8" W/2" X 6" ��4V26" �1 3'71''',' ,, G7\ NO 0.29 12-0" 18'-0" 6" X 8" W/2" X 6' ' 26" �,\] e��:3'=0" ��-', ;NO 0.29 12'-0" 20'-0" 6" X 10" W/2" X � " j 2Et'. K c 1. 3'-2` ''' �U' ',tNO 0.35 y g1.:;.� run ' -"cm''' NOTE: �a c s 1. THE NEXT LARGER SIZE POST MAY BE S,LIIISTITtgEO14?;T ';) H 2" X 6" LAMINATIONS. '��..-' G59 `-,IM C,�.+1' 2. ENDWALL POSTS SHALL BE 6" X 6" ROU 1-j, .0 T i4 M:_ R #. REATED POSTS UP TO 16'-0" WALL HEIGHT. ABOV �'' j�s ;ALL HEIGW ' ENDWALL POSTS SHALL BE 6"X 8"ROUGI-i�N U1fi EM—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". SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 12' TO 24' SPANS DRAMA BY WAMBEKE APPROVED DATE J1-16-05 SCALE NTS SSI.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. "Ti' 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" 141-0" 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 10'-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" 12-0u 10'-0" i n 12 -0 6" X 6" 6" 6" n 6" X WI2 X 28" 28" 3'-0" i n 3 -0 NO '� , � NQ_ -:, � 0.35 i1'J, ,,, -,,:ID.35 , 12-0" 14'-0" 6" X 8" 28" 3'-0" „,No.-: ,' , ;r, eii.4i 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" NO e;,'•..,0.41 120" 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 A"'¢i. ` 0.43._�,. 12.0" 24'-0" 6" X 12" 28" 3'-0" NO.°t; %' .48 NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6" LAMINATIONS. 2 TREATED 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR ## POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 1 6' 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 2n/3 X 3'-0" DEEP FOR WALL HEIGHTS TO 16'-O'. 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 DRAVU BY WANDEKE DATE 1-16-05 APPROVED SCALE NTS SSI.07B REV. POST COLUMN ;PACING "H" 10'-0" 101-0" 10'-0" 101-0" 10'-0" 10'-0" 10'-0" 10'-0" 101-0" 8'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" WXD 12-0" 12-0" 12-0" 12-0" 120" 12-0" 12-0" 12-0" 12-0" 8'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" POST/FOOTING SCHEDULE 36' SPANS, 30 & 40 PSF LIVE LOAD KNEE BRACE FOOTING B" DIA. 6" X 6" 6" X 6" 6"X6"W/2"X6" 6"X6"W/2"X6" 6" X 8" 6" X 8"W/2" X 6" 6"X10" 6" X 10" W/2" X 6" 6" X 10" W/2" X 6" 28" 28" 28" 28" 28" 28" 28" 28" 28" "T" 3'-0" 3'-0" 3'-0" 3'—O 3'-0" 3'-0" 3'-0" 3'-0, 3'-2" REQUIRED CONCRETE NO NO NO NO NO NO NO NO YES 6" X 6" 6" X 6" 6"X6"W/2"X6" 6" X 8" 6"X8"W12"X6" 6" X 10" 6" X 10" W/2" X 6" 6" X 12" 6" X 12" W/2" X 6" NOTE: 1. THE NEXT LARGER SIZE 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 1 6' 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'. 32" 32" M mo VOLUME, 0.35 0.35 0.35 0.35 0.41 0.41 0.41 0.41 0.43 NO NV,Ijt',ftF8 4 POST MAY BE SUBSTITUTED FOR POSTS WITH 0.44 0.44 0.44 0.44 0.44 0.44 0.44 0.47 0.49 I EXPIRES 1 2 29 O7 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 36' SPANS DRAVO BY DATE WAMDEKE 1 -16-05 APPROVED SCALE NTS SSI.07C 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, YD ' 6" X 6" 30" 31 0" NO 0.41 10'-0" 8' 0" 101-0" 101-0" 6" X 6" 30" 3'-0" NO 0.41 101.0" 121-0" 6" X 6" W/2" X 6" 30" 3'-0" NO 0.41 10'•0" 14'-0" 6" X 6" W12" X 6" 30" 3'-0" NO 0.41 101-0" 16'-0" 6" X 8" 30" 3'-0" YES 0.41 10'-0" 16'-0" 6" X 8" WI2" X 6" 30" 3'-0" NO 0.41 10'-0" 181-0" 6" X 8" W12" X 6" 30" 3'-0" NO 0.41 101-0" 20'-0" 6" X 10" 30" 3'-0" NO 0.41 101-0" 22'-0" 6" X 10" W/2" X 6" 30" 3'-0" NO 0.41 10'-0" 24'-0II 6" X 12" 30" 3'-2" YES 0.4�3 12-0" 81 0" 6" X 6" 33" 31 0" NO 0„41; 12-0" 10' TO" 6" X 6" 33" 3'--0" ,v NO�4 k , , 0.47/' 12-0" 121`-00" 6" X 6" W/2" X 6" 33" 31-0" a 0 9°, ;.,0,47''`: ;L 12-0" 141-0" 6" X 8" 33" 3'-0" •u _NOm ,;Gj-� .` 0.47: vA 12-0"16-0 1 11 6"X 8"W/2"X 6"33"3-0 I II -- �n - ~ O a�,, 1' �' `fir 0, 47' ' tA 12-0" 1II1-0" 6" X 10" 33" 31-011 , NQ y„"`=t0.47 12' 0" 20'-O" 6" X 10" W/2" X 6" 33" 3'M" _ ;, N0 9 y_. 0.47;, 12-0" 221-0" 6" X 12" 33" 3'-2" ' , { NO. _. 0.49 12-0"24 I 11 -0 6" 12" W/2" 6" X X 33" 1 II 3 -2 l NO ^ 0.57 NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 211 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 - 40' SPANS DRAVN BY WAM➢EKE DATE 1-16-05 APPROVED SCALE NTS SSI.07D REV. POST/FOOTING SCHEDULE 48' TO 52' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE PACING "1-1" W X D "B" DIA. "T" REQUIRED VOLUME, YD3 10'-0" 8'-0" 6" X 6" 34" 3'-0" NO 0.55 101-0" 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 SPQ 0.62 1 „ 110 10-0„ 6" 6" W/2" 6" XX/, 36" % " INOU :� �;. 0.62 12-0" 12'-0" 6" X 6" W/2" X 6" 36" r a 3'-0" ^\a v NO 42 `f�; 0.62 12-0" 14'-0„ 6" X 8" 36" '-0" F F- 2`1'� 0.62 12-0" 16'-0" 6" X 8" W/2" X 6" 361 `' `:' 3• o' Y i a - �, f G •o u , 0.62 I 12-0" 18'-0„ 6" X 10" 3644 r 3'-4,`,, 1, x:Ft'l. = 0.62 12-0" 20'-0" 6" X 10" W/2" X 6" 36" \ \i�'3f_2" - 3'-11.,T;-. : `� �, O . - , j ' 0.62 12-0" 221-0„ 6" X 12" W/2" X 6" 36" Z S 9 11'1O k \ ''` 0.65 12.0 24 -0 6"X 12"W/2 X 6"36"2' .., NO,�l. , 0.65 IT' • MOTE: I. TIME 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 1 6' 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 - 50' SPANS DRAVN DATE VMIBEKEBY 1-16-05 SCALE APPROVED NTS SSI.07E REV. ST/FOOTING SCHEDULE 54' TO 60' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE PACING "H" W X D "B" DIA. "T" REQUIRED VOLUME, YD3 10'-0" 101-0" 10'-0" 10'--0„ 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 8'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 6" X 6" 6" X 6" 6" X 6" W/2" X 6" 6" X 8" 6" X 8" W/2" X 6" 6" X 10" 6" X 10" W/2" X 6" 6" X 10" W/2" X 6" 6" X 12" 36" 36" 36" 36" 36" 36" 36" 36" 36" 3'-0" 3'-0" 31-0" 3'-0" 3'-0" 31-0" 3'-0" 3'-0" 3'-2" NO NO NO NO NO NO YES NO YES 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.66 12 0" 12-0" 12-0" 12-0 12-0" 12-0" 12-0"20 12-0 12-0" 8'-0" 10'.-O" 121_0" 14 -0 16' -0" 18'-0" -0" 22-0 24'-0" 6" X 6" 6" X 6" W/2" X 6" 6" X 8" 6" X 8" W/2" X 6" 6" X 8" W/2" X 6" 6" X 10" 6" 10" W/2" 6" X X 6" X 12" W/2" X 6" 6" X 12" W/2" X 6" 40" 40" �,� 40" 40"3' 40" 40" 40" 40" 3'-0„ 3'-O" 3-0��, 3 -0 -0" 3'-0" 3'-0" 3-0 3'-2" NO NO L NO ;, f , 1,, ' a S' : NO :. 4 I YES - NO ,; EJ NO -` " NO 0.70 0.70 0.70 0.70 I 0.70 0.70 0.70 0.73 VOTE: 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 1 6' 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 2 ”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". I EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 60' SPANS DRAVN DY WAMBEKE DATE 1-16-05 APPROVED SCALE NTS SSI.07F REV, SEE 12 ::i /./Q9 11 S4 I I 20' 0' MAXIMUM - ciq „,„„„„,,,,,,.............. SINGLE OVERHEAD DOOR FRONT ELEVATION t1'Tint o G S `�* �1 Yam! C' �Pr 3-f. mom' yt'sS %1 C) N.T.S. NOTES FOR FRONT ELEVATION S1 HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/ OR 2' X 8' STD JOIST HANGERS, LOWER TRUSS FOR END OVERHANG, IF RE 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 BARDS SS TREATED WOOD POSTS, SIZED PER SCHEDULE S6 TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10' B❑TT❑M GIRT ,7 :7' mr o u. s fnP7l„ ., r TER ern GABLE END TRUSS 8 - 16d NAILS 2' X 6' X 18' B❑LTING BLOCK *� ' 11 TING BLOCK yam\ ' �.to cI EXPIRES 12/29/07 DETAIL 3 8 - 16d NAILS CORNER POST - 16d NAILS TYP. GABLE END TRUSS CONNECTI❑N USE B❑LTING BLOCKS BELOW ALL CORNER COLUMN GIRTS SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS ENDWALL FRAMING PLANS & CONNECTIONS BRAVO BY WAMBEKE APPROVED DATE 1-16-05 SCALE NTS SSI.10 REV, 12 3068 WIND❑❑R ❑PTI❑N ❑PENING OPTIONAL FRONT ELEVATION r‘ NOTES FOR OPTIONAL FRONT ELEVATIONS Si HALF TRUSS DESIGN BY OTHERS (2) 2' X 10' HEADER UP TO 12' 0' DOORS 2' X 12' HEADER UP TO 20' 0' BOORS 2' X 12' BACKED WITH 2' X 6' UP TO CO 2' X 6' HEADER (1 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 - gEj1Ri 17-; � r 2 � 1 U`7 �� 7 ,� F )? * ����ITIr jiY 12 SPLIT SLIDER DOOR OPTION 3Pk,OPTIONAL FRONT ELEVATION iy4 y. EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS OPTIONAL ENDWALL FRAMING DRAWN BY WAMBEKE 'APPROVED DATE 1-16-05 SCALE NTS SSI.1 1 REV. DOUBLE OVERHEAD DOOR ❑PTI❑N OPTIONAL FRONT ELEVATION NOTES FOR OPTI❑NAL FRONT ELEVATI❑NS Si HALF TRUSS DESIGN BY OTHERS 0 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 SD 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, SS DOUBLE 2' X 6' KINGP❑ST SINGLE SLIDING DOOR ❑PTI❑N ;TIONAL FRONT ELEVATION N•T•S. EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS OPTIONAL ENDWALL FRAMING DRAWN BY WANBEKE DATE 1-16-05 APPROVED SCALE NTS SSI.12 REV. If "? r OVERHEAD DOOR ❑PENING I I1 SLIDING DOOR ❑PENING TYPICAL SIDE ELEVATION v-` `=kl N,T,S, y � `, \ �1 k� £ i i ). ) '11 Zr.r, J C � � 1 .. S1 2' X 8' HEADER m<.,."�`; -_)i� % rt. c i' ov pal ttx S2 2' X 10' HEADER FOR 10' & 12' SLIDING DdDRS` .\ •k l „, 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS ., .1, - TREATED POST \ `,\. 4 - 16d GALV. NAILS EACH IRT?- tij, N❑TES FOR SIDE ELEVATI❑N X 6' GIRT (FLAT) TYPICAL GIRT CONNECTION EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS SIDEWALL FRAMING DRAVN BY WAMBEKE APPROVED DATE 1-16-05 SCALE NTS SSI.13 REV. TYPICAL TRUSS BOTTOM CHORD N❑TES FOR TRUSS BOTTOM CHORD BRACING S1 GABLE END TRUSS 62 DOUBLE INTERIOR TRUSSES 0 2' X 4' X-BRACING @ 10' 0' O,C, S4 2' X 4' BOTTOM CHORD BRACING S5 TOENAIL BRACES TO TRUSSES 3 - 10d MAILS RU E` 1 BRACING N.T.S. SHEATHING REQUIRM£NT$ THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED a ROOF STEEL' 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT K 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 TILE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED ENDWALL STEEL' 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT x. FIELD SCREWS' #10 x 1 1/2' fl 9' O.C, (NEXT TO HIGH RIB) M oASE GIRT, END TRUSS, AND DOOR HEADER SCREWS1 1114 x 1 1/2' Q'BOTH SIDES OF EACH MAJOR RIB. — 16d NAT, 'A ' 7 f7 0 }- • � < fie c q, 51 PC�� "G�+ " M y Q r c� y;;� m � c 0 { L-*) 9 d • 10" HEIST`?G -_ ,c�• GIRTS I iR (TYP,) METAL SIDING 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❑OTING. LAMINATE t•1AY BE SPLICED ABOVE MID HEIGHT OF COLUMN ITY rDIAPNRAGM SCREWS APHRAGN SCREWS e ENDWALL BASE GIRT ACROSS DWALL DOOR HEADERS & GABLE END TRUSS TOP CHORD, AVE & RIDGE PURLINS ON ROOF D1AP1 ABOSCREWS) TYPICAL SCREW PATTERN, EXCEPT AS OTED STEEL SHEETING SCREW PATTERNS EXPIRES 12/29/07 N.T.S SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS TRUSS BRACING & POST LAMINATIONS DRAVN BY WAMBEKE APPROVED DATE 1-16-05 SCALE NTS SSI.14 REV. TRUSS WEB BRACING INTERIOR OR GABLE END TRUSSES NOTES EC1R TRUSS WEB BRACING: TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS AS 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' ❑,C, -2' X 6' ❑ R 2' X 8' L-BRACE TRUSS WEB MEMBER SECTION B—B AT INTERIOR TRUSSES AT 'NAIL§pl X 4' 7,9 -iife h� . -BSA E 'S ° 0 9G Ter t apt o - n3C C7 -lt f ONC n fH 0.0 j. TRUSS N1 GAO r vp C) B n EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS TRUSS WEB BRACING DRAWN BY DATE WAMBEKE 1-16-04 -APPROVED SCALE NTS SSI.15 REV. PURLJN SIZES AND SPACINQ USE 2' X 6' DF-L 02 Q 2' 0' O.C., 8' BAYS USE 2'X6' DF-L 02Q2'0'OC.,10' BAYS USE 2' X 8' DF-L 02 Q 2' 0' D,C., 12' BAYS ?UR11N CONNECTION METHOD PURL INS VILL BE HUNG FRON LEAN TO RAFTERS V1TH STANDARD SIHPSON JOIST HANGERS OR EQUAL, f VOTES FOR LEAN TO GIRTS GIRTS ARE NOT REQUIRED FOR SUPPORT OF Pl15TS. BUILDING LEAN TO'S HAY BE DPEN OR ENCLOSED,. USE 2' X 6' DF-L 112 GIRTS Q 2' 0' O.C. FOR 8' BAYS, USE 2' X 6' DF-L 02 GIRTS Q 2' 0' O.C. FOR • 0' BAYS USE 2' X 6' DF-L 02 GIRTS Q 2' 0' 0•C. FOR (2"BAYS 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 © 3/4' DIA. MACHINE BOLT (ED 2' 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' EAVE GIRT Q7 2' X 6' DF-L GIRTS Q 24' TLC- . ::_ ' BAYS , Ig) 6' 2 6' FULL SIZETYPICAL 8', 10' OR(LEAN TO POST -NOSpj. J64t-TOSRAFTERS - SEE CHART I. SECTION A -A o xn rcf. ut xi 0 a yAli 41 C rys �` -rn F `''^w �� `0 71 P _' —4m ocl "c, r s,. 7J .$ 4 tab ._, C," -1` n C. .-f 2 a ol {j c-. <ITSl a) I.) .y, p Q '•'� ). x •+ LEAN-TO ADDITION TO POST FRAME BUILDING CONTINUOUS ROOF SLOPE KTS EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS LEAN-TO FRAMING PLANS DRAVN BY DATE WAMBEKE 1-16-05 SCALE NTS APPROVED SSI.16 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 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 BETTE:R (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 S1RUCTURAL QUALITY (SQ), Fy = 80.0 ksl. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 W" 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 TIIE PLANS, THE POSTS AND THEIR FOOTINGS MUST EXTEND INTO VIRGIN SOIL. A DEPTH EQUIVALENT TO THAT INDICATED ON THE PLANS. NOTES FOR FOOTING DETAIL • TREATED POSTS AS SIZED PER SCHEDULE VIBRATE OR ROD CONCRETE TO ❑BTAIN FULL BEARING UNDISTURBED S❑IL FOOTING DETAIL EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS WA & ID LEAN-TO SPECIFICATIONS & FOOTING. 30 OR 40 PSF LIVE LOAD WDRAVNAMBEKE BY DATE1-16— 05 REV. SCALE NTS APPROVED :6 I PURL IN COIUt ECTIOH KETIIQD PURLINS VILL BE HUNG FROM LEA/4 TO RAFTERS VITH STANDARD SINPSO4 JOIST HANGERS OR EQUAL. tL,T� PURL INS TO DE SPACED Y 16' 0.C. UPPER HALF OF LEAN-TO SPAN TO RESIST S1t1IV DRIFT LOAD NOTES FOR LEfl1 TO CONNECTION DETAIL MANUFACTURED TRUSS NOTCH POSTS 1-I/2' EACH SIDE TO PROVIDE TRUSS SEAT. © TRUSS SUPPORT POST. SEE POST/FOOTING SCHEDULE. © 3/4' DIA. IIACIIINE BOLT - NOT REQ'D ON ENBVALLS © 2' X 6' X24'DF-L CANHECTION..BLOCK. PROVIE".00K EACH SI rl i"jPOST; © TYP 4. SE%A{{CHART `Ai. LEFES. ©A 2'XII' EAVEG '^Wl �(` 04 DF-L cTS 8 24' D.C.1'if ` �l R1 8'. 10' 12 BAYS X%. "- I4 X ' FWLL S1 ` 4 TO PST ,,1 160IAILSS` '6t-0 tM l �� .§9).6A4-TI iRAFTER8Ai-1 Fp 14, tit S$CTfIN 4 I C7 7Cvc, S.'b ^7_S O Ep k 1, En ; c+�pW f itt� 41 C� t} �itY` Mvpw 4 ' a ,r C7 4(W* LEAN-TO ADDIT ON TO POST FRAME BUILDING STEP DOWN LEAN-TO ROOF EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS STEP-DOWN LEAN-TO FRAMING PLANS DRAWN BY VAMIEKE 'APPROVED DATE 1-16-05 SCALE NTS SSI.16 REV. RAFTER SECTION CHART SPAN BAY SPACE LIVE LOAD PSF RAFTER SECTION SIZE OR COMBINATION ENDWALL RAFTER SECTION SIZE OR COMBINATION 8' 0' 8' 0' 30 2 - 2' X 8' 2' X 8' 8' 0' 10' 0' 30 2 - 2' X 8' 2' X 8' 8' 0' 1?' 0' 30 2 - 2' X 10' 2' X 10' 8' 0' 8' 0' 40 2 - 2' X 8' 2' X 8' 8' 0' 10' 0' 40 2 - 2' X 10' 2' X 10' 8' 0' 1 ?' 0' 40 2 - 2' X 10' 2' X 10' 10' 0' 8' 0' 30 2 - 2' X 10' 2' X 10' 10' 0" 10' 0' 30 2 - 2' X 10' 2' X 10' MLA" 10' 0' 1?' 0' 30 2 - 2' X 12' 2' X 12' 8' 0' 40 2 - 2' X 10' 2' X 10' 10' 0' 10' 0' 40 2 - 2' X 12' 2' X 12' 10' 0' 1?' 0' 40 2 - 2' X 8' & 2 - 2' X 6' BOX 2' X 12' & 2' X 8' 12' 0' 8' 0' 30 2 - 2' X 12' 2' X 12' 12' .Q' 1?' 0' 10' 0' 30 2 - 2' X 8' & 2 - 2' X 6' BOX 2' X 12' & 2' X 8' 12' 0' 30 2 - 2' X 10' & 2 - 2' X 6' BOX 2' X 12' & 2' X 8' i?' 0' 8' 0' 40 2 - 2' X 8' & 2 - 2' X 6' BOX 2' X 12' & 2' X 8' 12' 0' 10' 0' 40 2 - 2' X 10' & 2 - 2' X 6' BOX — X 12"-. & 2' X 8' 12' 0' 12' 0' 40 2 - 2' X 10' & 2 - 2' X 6' BO.� _? -'fg1)%v12 14' 0' 8' 0' 30 2 - 2' X 10' & 2 - 2' X 6' B O ",2' X _�''� ,$Y`' • 10' r f I% \�. 1� 0' 10' 0' 30 Y 2 - 2' X 10' & 2 - 2' X 6' l .. \x i. & 'z2 J , ' 14 0 12 0 30 d 2 - 2' X 12' & 2 - 2' X 6: ', BL1) ' \ '''' X, .'' ' �>• , ' 14' 0' 8' 0' 40 2 - 2' X 10' & 2 - 2' X E,�' BOX s, ,2= c' s `'�•�� `--"jn \ - 2 - 2' X 12' & 2 - 2' X ' BOX ^', 2 . '% .X'.. � DF - _ 1 14' 0'1?' 0' 40 2-2'X12'&2-2'X6'BUXBF-L#J.. ?j7. Dr-2 ;1 16' 0' 8' 0' 30 2 - 2' X 12' DF-L S, STRUCT... h� 9 YX' - l L 4 f` .RUCT. 1_ ''10'0' '�i tfi' 30 2-2'X12'&2-2'X6'.BOX 4 _ 12'1-�'' 12' 0' 30 2 - 2' X 12' & 2 - 2' X 6' BOX `DF' L/.1)1 2T�'s 2! 12' 'y, S.S. 16' 0' 8' 0' 40 2 - 2' X 12' & 2 - 2' X 6' BqX 0,.''.;? -' 2 "X 12''�'I r L #1 16' 0' LQ' 0' 40 2 - 2' X 12' & 2 - 2' X 6' BOX DF-L -4:&?- ', • X' 12':'DF-L S.S. 16' 0' 12' 0' 40 4 - 2' X 12' & 2 - 2' X 6' BOX DF-L S.S�` > :.' ' ':.X. 12' DF-L S.S, NOTES FOR F❑❑TING DETAIL TREATED POSTS AS SIZED PER SCHEDULE VIBRATE OR ROD CONCRETE TO ❑BTAIN FULL BEARING CO UNDISTURBED S❑IL • FOOTING DETAIL N.T.S. EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS LEAN-TO BEAM SCHEDULE & FOOTING DRAVN BY WAMBEKE APPROVED DATE 1-16-05 SCALE NTS SS1.17 REV. NOTES FOR CONNECTION DETAIL ©MANUFACTURED TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER S2 PURLIN SUPPORT STRUT 2' X '3' X FULL DEPTH OF TOP CHORD PLUS PURLIN. NAIL PURLINS W/(3) 16d NAILS S3 OVERHANG EAVE PURLIN S4 MANUFACTURED TRUSS NOTCH POSTS 1-1/2' EACH SIDE TO PR❑VIDE TRUSS SEAT. 0 WOOD POST, SEE POST/FOOTING SCHEDULE. S6 2' X 6' OR 2' X 8' JACK RAFTER NAIL TO SIDE OF TRUSS TOP CHORD S7 2 - 10d NAILS @ 6' 0. C. 0 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE 02' X 6' OR 2' X 8' EAVE GIRT EAVE OVERHANG DETAIL N.T.S. I EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. TRUSS - COLUMN CONNECTION LAVE OVERHANG CONNECTION DETAILS STANDARD POST FRAME BUILDING PLANS ]RAVN BY DATE WAMBE<E-16-OS APPROVED SCALE NTS SSL17 TRUSS BLOCKING ❑UTRIGGER GABLE TRUSS PURLIN z TOP GIRT CENTER COLUMN 0V-ERH :N N.T.S. " TO 24' EAVE 0 'TOP GIRT SIZE: 30 FSr—_"�', 40-"-_-PS . . 5U-:-PCSr , .X;_>10„ 10' BAYS 2„ ,:X -., $»:. :, �.vs;-:.2 12' BAYS 2" )� :� 0� 2" ; 2„ 2 3 " , 2° X 4' SUB FASCIA END COLUMN EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. TRUSS - COLUMN CONNECTION EAVE OVERHANG CONNECTION DETAILS STANDARD POST FRAME BUILDING PLANS DRAVN 3Y DATE WAMBEKE -16-05 APPRCVED SCALE NTS SSI.17 16d NAIL @ 10' ❑,C. SIMPSON JOIST HANGER 2' X 6' FULL WIDTH 8 1/2' 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 VERT. MEMBER 2' X LAMINATED TO ENDWALL RAFTER WHERE REQ'D - SEE CHAR 16d NAIL @ 10' ❑.C. 16d NAIL @ 10' ❑,C, 2' X 8' 2' X 10' ❑ R 2' X 12' ENDWALL RAFTER - SEE CHART SECTION A - A STANDARD RAFTER DETAILS STANDARD ENDWALL RAFTER DETAILS FULL WIDTH 2' X 6' 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 EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS LEAN-TO BEAM CONNECTIONS DRAVN BY WAMBEKE 'APPROVED DATE 1-16-05 SCALE NTS SSI.18 REV. /77- 0 XI MAIN BUILDING 0; a J Lsd 4` ~3 TWO 5/8"0 M, BOLTS THRU P❑SI STEEL POST ATTACHMENT BRACKET POST NOTCH 2" X 10" TO SEAT IN BRACKET 5/8"0 M, BOLT THRU RAFTER LEAN-TO 2" X 10" 2" X 10" (U 0 A 5 i R4f tERS MSR 2,250f- MSR 1,9 5' ao In E - 12' BAYS \� TW„ 41°1S, irolS0*\ F SZm VI?,,.„2 I)\ •?,p' \ `?�1•` :u COon `i ': i v w 4 - tq §A a —,..cy ' , tip. ��\bvad� \ i JOB �� 6" X 6" P, T. la, LEAN-TO POST Spq� 10 GA. HRS STEEL SIDES 1 1/8' 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 LIVE LOAD DRAWN BY WAMBEKE APPROVED REV. PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION. CORRECTIONS OMPLIANCE ING DIVISION c)6