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2007, 02-27 Permit Application 07000611 Pole Building1'ermrt Center S kane® 11707 E Sprague Ave, Suite 106 _..SUalleY Spokane Valley, WA 9920 (509)658-0036 FAX:009)680-0037 -nm_n,ry Development www.sbekanevaliev:ore Residential Construction Permit Application PERMIT N-UM3ER. PERMIT FEE: FEB 2 7 200 New (construction ❑ Accessory Bldg ❑ Addition/Remodel ❑ Deck El Other: iE ADDRESS ZrO/ N • COLT wt $$ lea- S bk 4 , W� • 21 i. eSESSORS PARCEL NO: # 3r1Z-1 • 621 LEGAL DESCRIPTION: BuJdiiig Owner; ..., ..� :s.� � G9A for i . �. _ .,' o . i. ,.,e�f . _ .. Name. 12,iN_+ CT"4 WIC Name: �111)1)'- 4 /i.yi ,..4., t Address23—ol /v • Lu 14 —414 R-4 Address: r1_00 l . 2 id City: 56 k4 n1 i State: W } Zip: ii 2tz City: 5 p 1._.Q4s 4 Stain: Zip:t71 2... Phone: Fax: q.21_0'�-�-0 Phone: Fax: 9L6 Opbs 924-�b1 Contractor Lic No: , KRPF9`t $Hxp Date: :c0-i iar FOI i '': °u.7 ' 1'F City Business Lic. No: Name: 92-04e 0, J OF Phone: 91.6 - 0 66 5- Describe the scope of work in detail: Cost of Projec **************The fo11owInE MUST be complete: (write N/A if not applicable)**•*** ***************> HEIGHT TO PEAK: `�4 DIMENSION , lo' 3 # OF STORIES: I. TOTAL HABITABLE SPACE MAIN FLOOR TO SQ. FTG: �-20 2"" FLOOR SQ. FTG: ••C/ UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: .J- FINISHED BASEMENT SQ. FTC: 0- GARAGE SQ. FTG: c,(� DECK/COV. PATIO SQ. FTG: 30% ELOPES ONE PROPERTY: # OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? The permitee verifies, acknowledges and agrees by their signature that 1) If this permit is for construction of c r on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The ,ignatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compllance 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 Infvmiation may be required to be submitted, and subsequently approved before this application can be processed. Signature Method of Payment: 0 Cash Check CIMastercard 0 VISA Bankcard #: Expires: VIN#: Authorized Signature: M.' YSSD 6MJ20Q5 ytly2 Ws' Date 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 SS 4 - 16d GALV. NAILS, EACH SIDE 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. 1/2' DETAIL 2 - KNEE BRACE N.T.S. [ EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS KNEE BRACE TO COLUMN & TRUSS DRAWN BY DATE WAMBEKE 6-30-0 SPFI.05 REV. APPROVED SCALE 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 OR 40 PSF LIVE LOAD, 85 & 90 MPH WIND SPEEDS, EXPOSURE B AND SEISMIC DESIGN CATEGORY C. DESIGN LOADS — ROOF LL = 30 OR 40 PSF ROOF DEAD LOAD = 5 PSF* CEILING LL = 0 PSF CEILING DL = 1 PSF * ROOF DL ALLOWS FOR A MAXIMUM OF 3" THICKNESS OF FIBERGLASS INSULATION. * MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL SOILS OF BETTER PER IBC TABLE 1804.2. LESSER SOIL CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. CONCRETE — MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psi, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-92. WOOD — STRUCTURAL LUMBER SHALL CONFORM TO DF—L #2 OR BETTER BY WWPA GRADING RULES. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPROPRIATE SECTIONS OF CHAPTER 23 OF IBC 2000. ALL NAILS INTO TREATED WOOD SHALL BE HOT —DIPPED ZINC COATED GALVANIZED STEEL, SILICONE BRONZE, COPPER OR STAINLESS STEEL. CCA TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA STANDARDS C-16, C-22, C-23, C-24 & C-28. POSTS FOR BUILDINGS SHALL BE AS NOTED ON THE PLANS. ALL POST MATERIALS SHALL BE HEM —FIR #2 OR BETTER, FULL DIMENSION AND GRADED BY WWPA GRADING RULES. HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM A307. METAL PANELS MAY BE DELTA RIB STYLE, GALVANIZED OR PAINTED, 29 GAUGE THICKNESS, ASTM A653 STRUCTURAL QUALITY (SQ), Fy = 80.0 ksi. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 1/2" LONG METAL TO WOOD FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED, GASKETED 1" OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED AND FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. SOIL COMPACTION — ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH A VIBRATORY COMPACTOR TO 95% OF THE PROCTOR DENSITY AS DETERMINED BY ASTM A1557, METHOD D. TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERED TO PRACTICE IN THE STATE OF WASHINGTON. TRUSS LOADING: TOP CHORD LIVE LOAD = 30 OR 40 PSF TOP CHORD DEAD LOAD = 5 PSF BOTTOM CHORD DEAD LOAD = 1 PSF NOTES FOR FOOTING DETAIL • TREATED POSTS AS SIZED PER SCHEDULE VIBRATE OR ROD CONCRETE TO ❑BTAIN FULL BEARING UNDISTURBED SOIL t— FOOTING DETL EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS SPECIFICATIONS & FOUNDATION BRAWN BY BRIE WAMBEKE 6-30-04 APPROVED SCALE NTS SPFI.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" ZZZZZZZ 0000000 0.20 10'-0" 10'-0" 6" X 6" 18" 3'-0" 0.20 10'-0" 12'-0" 6" X 6" 18" 3'-0" 0.20 10'-0" 14'-0" 6" X 6" W/2" X 6" 18" 3'-0" 0.20 10'-0" 16'-0" 6" X 8" 20" 3'-0" 0.24 10'-0" 18'-0" 6" X 10" 20" 3'-0" 0.24 10'-0" 20'-0" 6" X 10" 21" 3'-0" 0.27 12-0" 8'-0" 6" X 6" 26" 3'-0" ZZZZZZZ 0000000 0.29 12-0" 10'-0" 6" X 6" 26" 3'-0" 0.29 12-0" 12'-0" 6" X 6" W/2" X 6" 26" 3'-0" 0.29 12-0" 14'-0" 6" X 6" W/2" X 6" 26" 3'-0" 0.29 12-0" 16'-0" 6" X 8" W/2" X 6" 26" 3'-0" 0.29 12-0" 18'-0" 6" X 8" W/2" X 6" 26" 3'-0" 0.29 12'-0" 20'-0" 6" X 10" W/2" X 6" 26" 3'-2" 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 BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 12' TO 24' SPANS DRAWN BY DATE WAMBEKE 6-30-05 APPROVED SCALE NTS SPFI.07A REV. POST/FOOTING SCHEDULE 30' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. 'T' REQUIRED VOLUME, YD3 10'-0" 8'-0" 6" X 6" 26" 3'-0" NO 0.29 10'-0" 10'-0" 6" X 6" 26" 3'-0" NO 0.29 10'-0" 12'-0" 6" X 6" W/2" X 6" 26" 3'-0" NO 0.29 10'-0" 14'-0" 6" X 6" W/2" X 6" 26" 3'-0" NO 0.29 10'-0" 16'-0" 6" X 8" 26" 3'-0" NO 0.35 10'-0" 18'-0" 6" X 8" W/2" X 6" 26" 3'-0" NO 0.35 10'-0" 20'-0" 6" X 8" W2" X 6" 26" 3'-0" NO 0.35 10'-0" 22'-0" 6" X 10" W/2" X 6" 26" 3'-2" NO 0.35 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" 10'-0" 6" X 6" 28" 3'-0" NO 0.35 12-0" 12'-0" 6" X 6" W/2" 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" W/2" X 6" 28" 3'-0" NO 0.41 12-0" 18'-0" 6" X 10" 28" 3'-0" NO 0.41 12-0" 20'-0" 6" X 12" 28" 3'-0" NO 0.41 12-0" 22'-0" 6" X 12" W/2" X 6" 28" 3'-2" NO 0.43 12-0" 24'-0" 6" X 12" 28" 3'-6" NO 0.48 NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6" LAMINATIONS. 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR #2 TREATED POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR #2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X 3'-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 POST FRAME, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 30' SPANS DRAWN BY DATE WAMBEKE 6-30-04 APPROVED SCALE NTS SPFI.078 REV. POST/FOOTING SCHEDULE 36' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUIRED VOLUME, YD3 10'-0" 8'-0" 6" X 6" 28" 3'-0" 0 0 0 0 0 0 0 0 U) z z z z z z z z 0.35 10'-0" 10'-0" 6" X 6" 28" 3'-0" 0.35 10'-0" 12'-0" 6" X 6" W/2" X 6" 28" 3'-0" 0.35 10'-0" 14'-0" 6" X 6" W/2" X 6" 28" 3'-0" 0.35 10'-0" 16'-0" 6" X 8" 28" 3'-0" 0.41 10'-0" 18'-0" 6" X 8"W/2" X 6" 28" 3'-0" 0.41 10'-0" 20'-0" 6" X 10" 28" 3'-0" 0.41 10'-0" 22'-0" 6" X 10" W/2" X 6" 28" 3'-0" 0.41 10'-0" 24'-0" 6" X 10" W/2" X 6" 28" 3'-2" 0.43 12-0" 8'-0" 6" X 6" 32" 3'-0" NO PPPPatPA00A00 12-0" 10'-0" 6" X 6" 32" 3'-0" NO 12-0" 12'-0" 6" X 6" W/2" X 6" 32" 3'-0" NO 12-0" 14'-0" 6" X 8" 32" 3'-0" NO 12-0" 16'-0" 6" X 8" W/2" X 6" 32" 3'-0" NO 12-0" 18'-0" 6" X 10" 32" 3'-0" NO 12-0" 20'-0" 6" X 10" W/2" X 6" 32" 3'-0" NO 12-0" 22'-0" 6" X 12" 32" 3'-2" NO 12-0" 24'-0" 6" X 12" W/2" X 6" 32" 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 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" Sc FOOTING DEPTH X 4". [ EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE — 36" SPANS DRAWN BY DATE WAMBEKE 6-30-04 APPROVED SCALE NTS SPFI.07C REV. POST/FOOTING SCHEDULE 40' SPANS, 30 8L 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. 'T' REQUIRED VOLUME, YD3 10'-0" 8'-0" 6" X 6" 30" 3'-0" M Z Z Z Z Z Z Z Z (n 0 0 0 0� 0 0 0 0 0.41 10'-0" 10'-0" 6" X 6" 30" 3'-0" 0.41 10'-0" 12'-0" 6" X 6" W/2" X 6" 30" 3'-0" 0.41 10'-0" 14'-0" 6" X 6" W/2" X 6" 30" 3'-0" 0.41 10'-0" 16'-0" 6" X 8" 30" 3'-0" 0.41 10'-0" 16'-0" 6" X 8" W/2" X 6" 30" 3'-0" 0.41 10'-0" 18'-0" 6" X 8" W/2" X 6" 30" 3'-0" 0.41 10'-0" 20'-0" 6" X 10" 30" 3'-0" 0.41 10'-0" 22'-0" 6" X 10" W/2" X 6" 30" 3'-0" 0.41 10'-0" 24'-0" 6" X 12" 30" 3'-2" 0.43 12-0" 8'-0" 6" X 6" 33" 3'-0" O O O O O O O O O zzzzzzzzz 0.47 12-0" 10'-0" 6" X 6" 33" 3'-0" 0.47 12-0" 12'-0" 6" X 6" W/2" X 6" 33" 3'-0" 0.47 12-0" 14'-0" 6" X 8" 33" 3'-0" 0.47 12-0" 16'-0" 6" X 8" W/2" X 6" 33" 3'-0" 0.47 12-0" 18'-0" 6" X 10" 33" 3'-0" 0.47 12'-0" 20'-0" 6" X 10" W/2" X 6" 33" 3'-0" 0.47 12-0" 22'-0" 6" X 12" 33" 3'-2" 0.49 12-0" 24'-0" 6" X 12" W/2" X 6" 33" 3'-2" 0.57 NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6" LAMINATIONS. 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR #2 TREATED POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR #2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X 3'-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 POST FRAME, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 40' SPANS DRAWN BY DATE WAMBEKE 6-30-0 APPROVED SCALE NTS SPFI.07D REV. POST/FOOTING SCHEDULE 48' TO 52' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUIRED VOLUME, YD3 10'-0" 8'-0" 6" X 6" 34" 3'-0" NO 0.55 10'-0" 10'-0" 6" X 6" 34" 3'-0" NO 0.55 10'-0" 12'-0" 6" X 6" W/2" X 6" 34" 3'-0" NO 0.55 10'-0" 14'-0" 6" X 6" W/2" X 6" 34" 3'-0" NO 0.55 10'-0" 16'-0" 6" X 8" 34" 3'-0" YES 0.55 10'-0" 16'-0" 6" X 8" W/2" X 6" 34" 3'-0" NO 0.55 10'-0" 18'-0" 6" X 8" W/2" X 6" 34" 3'-0" NO 0.55 10'-0" 20'-0" 6" X 10" 34" 3'-0" YES 0.55 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" X 6" 36" 3'-2" 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". EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 50' SPANS MBA. BY DATE WAMBEKE 6-30-04 APPROVED SCALE NTS SPFI.07E REV. SEE DETAIL 4 OrlielVALIVisfti 1_1 11 11 I I 12 20' 0' MAXIMUM 8 - 16d NAILS 01) ■ 1 ■ 1 SINGLE OVERHEAD DOOR ❑PTI❑N FRONT ELEVATION N.T.S. NOTES FOR FRONT ELEVATION 0 HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2' X 6' DR 2' X 8' STD JOIST HANGERS, LOWER TRUSS FOR END OVERHANG, IF REQ'D 0 2' X 10' HEADER 0 2' X 6' GIRTS @ 24' O.C., 10' BAYS, DF-L #2 2' X 6' GIRTS @ 24' O.C., 12' BAYS, DF-L #2 0 2' X 8' FACIA BOARDS SS TREATED WOOD POSTS, SIZED PER SCHEDULE 0 TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT GABLE END TRUSS (I.a. G.R-IU•`I 2' X 6' X 18' BOLTING BLOCK 2' X 6' X 18' BOLTING BLOCK EXPIRES 12/29/07 - 16d NAILS CORNER POST - 16d NAILS DETAIL 3 TYP, GABLE END TRUSS CONNECTION USE B❑LTING BLOCKS BELOW ALL CORNER COLUMN GIRTS SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS ENDWALL FRAMING PLANS & CONNECTIONS BRAWN BY BATE WAMBEKE 6-30-04 SPFI.8. REV. APPROVED SCALE NTS 12 4 I: v v :. I I ICI 1 I 'IIIIIIP imai I I ® 1 I I I I I I 3068 MAND❑❑R ❑PTI❑N I Lad OPENING 12 SPLIT SLIDER DOOR ❑PTI❑N OPTIONAL FRONT ELEVATION 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 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, SS DOUBLE 2' X 6' KINGPOST N.T.S. EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS OPTIONAL ENDWALL FRAMING DRAWN BY DATE WAMBEKE 6-30-04 APPROVED SCALE NTS SPFI.09 REV. D❑UBLE ❑VERHEAD D❑❑R ❑PTI❑N OPTIONAL FRONT ELEVATION N,T.S. NOTES FOR OPTIONAL FRONT ELEVATIONS Sl 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. SS DOUBLE 2' X 6' KINGPOST SINGLE SLIDING D❑❑R ❑PTI❑N OPTIONAL FRONT ELEVATION N.T.S. EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS OPTIONAL ENDWALL FRAMING DRAWN BY VAMBEKE APPROVED DATE -30-0 SCALE NTS SPFI.10 Project Number: 07000611 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Date: 3/1/2007 Page 1 of 2 Permit Use: 24X30X10 POLE BLDG 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: Project Name: Plat Key: Name: Range District: Nort Parcel Number: 35121.6218 Block: Lot: SiteAddress: 2504 N COLEMAN RD Owner: Name: HAWK, BENJAMIN A Address: 2504 N COLEMAN RD Location:: CSV SPOKANE, WA 99212 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: Area: 11,296 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Building Plan Review Landuse/Zoning/HE Conditions Permits: Operator: JD Printed By: JD Print Date: 3/1/2007 OVERHEAD DOOR ❑PENING SLIDING DOOR ❑PENING TYPICAL SIDE ELEVATION NOTES FOR SIDE ELEVATION 0 2' X 8' HEADER 0 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS TREATED POST N.T.S. - 16d GALV. NAILS EACH GIRT 2' X 6' GIRT (FLAT) TYPICAL GIRT CONNECTION EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS SIDEWALL FRAMING ORAVN OT DATE WAMBEKE 6-30-04 APPROVED SCALE NTS SPFI.11 REV. S4� TYPICAL TRUSS BOTTOM CHORD BRACING N.I.S. NOTES FOR TRUSS BOTTOM CHORD BRACING Si GABLE END TRUSS 0 DOUBLE INTERIOR TRUSSES 0 2' X 4' X-BRACING @ 10' 0' D.C. 0 2' X 4' BOTTOM CHORD BRACING @ 10' 0' O.C. S5 TOENAIL BRACES TO TRUSSES WITH 3 - 10d NAILS 1" - 16d NAILS 6", 8" OR 10" POST GIRTS (TYP. METAL SIDING NAILING PATTERN FOR POST LAMINATIONS NOTE• 2' X 6' LAMINATE MUST BE A TREATED MEMBER AND MUST EXTEND TO THE BOTTOM OF THE FOOTING. LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN 1 EXPIRES 12/29/07 SHEATHING REOUIRMENT$ THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED. ■ ROOF STEEL. 29 GAUGE GRAND —RIB III, 36' WIDTH OR EQUIVALENT ■ FIELD SCREWS. P10 x 1 1/2' AT 9' 0.C. (NEXT TO HIGH RIB) • EAVE AND RIDGE PURLIN SCREWS. N14 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. k10 x 1 1/2' € 9' 0.C. (NEXT TO HIGH RIB) • BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS. M14 x 1 1/2' E BOTH SIDES OF EACH MAJOR RIB. DIAPHRAGM SCREWS DIAPHRAGM SCREWS € ENDWALL BASE GIRT ACROSS ENDWALLSROOF ENO TRUSS TOP CHORD, EAVE PURLINS ON DOTED ABOVE TYPICAL SCREW PATTERN, EXCEPT AS STEEL STEEL SHEETING SCREW PATTERNS N,T.S SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS TRUSS BRACING do POST LAMINATIONS DRAWN BY VAMBEKE APPROVED DATE —30-0 SCALE NTS SPFI.12 TRUSS WEB BRACING INTERIOR OR GABLE END TRUSSES N❑TES F❑R 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 l0d NAILS @ 6' O.C. X 6' OR 2' X 8' L-BRACE 0d NAILS @ 6' O.C. X 4' L-BRACE TRUSS WEB MEMBER —TRUSS WEB MEMBER SECTION B-B SECTION B-B AT INTERIOR TRUSSES AT GABLE END TRUSS EXPIRES 12/29/07 J SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS TRUSS WEB BRACING IXtAWN ➢Y ➢AYE WAMHEKE 6-30-0 APPROVE➢ SCALE NTS SPFI.1 3 IREV. PURR( SIZES ANO SPACING USE 2' X 6' OF-L *2 8 2' 0' 0G, I' BAYS USE 2' X 6' 0E-L *2 8 2' 0' MC., 10' BAYS USE 2' X 8' BF{ *2 8 2' 0' OE, 12' DAYS PUM1N COINECTMN YEM N PURLTNS VOl BE HUNG FROG LEAN M RAFTERS VITA STANDARD SIFPS01 .OAST HANGERS OR EOML MOTES FOR LEAN TO CONNECTION DETAIL ® MANUFACTURED TRUSS NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. 1 TRUSS SUPPORT POST. SEE POST/FOOTING SCHEDULE ®3/A' DIA MACHINE DOLT 2' X 6' X 24' OF-L. CONNECTION BLOCK PROVIDE BLOCK EACH SIDE OF KIST. TYP. PUNLIK SEE DART AT LEFT FIR SIZES ®2' X 6' OR 2' X 8' EAVE GIRT ® 2' X 6' DF-L GOTS 8 24' TLC - TYPICAL 8', 10' OR 12' BAYS 6' X 6' FLU- SIZE LEAN TO PAST al MN ILLS ®LEAN-TO RAFTERS - SEE CHART L SECTION A -A NOTFS FOR LEAN ill GOTS DOTS ARE NOT REWIRED FOR SUPPORT OF POSTS BUILDING LEAN TO'S MY BE OPEN IR ENCLOSED USE 2' X 6' DF-L/2 GIRTS 82' 0' MC FOR 8' BAYS USE 2' X 6' OF -I. R2 GIRTS 8 2' 0' QC FOI 10' BAYS USE 2' X 6' DF-L *2 GOTS 82' 0' OE. FOR 12' BAYS LEAN-TO ADDITION TO POST FRAME BUILDING CONTINUOUS ROOF SLOPE 1132 EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS LEAN-TO FRAMING PLANS DRAWN BY WAMBEKE DATE 6-30-0 APPROVED SCALE NTS SPFI.1 4 RE RAFTER SECTION CHART SPAN BAY SPACE LIVE LOAD PSF RAFTER SECTION SIZE OR COMBINATION ENOWALL RAFTER SECTION SIZE OR COMBINATION J P' 0' 8' 0' 40 2 - 2' X 8' & 2 - 2' X 6' BOX 2' X 12" & 2' X 8' JP' 0' 10' 0' 40 2 - 2' X 10' & 2 - 2' X 6' BOX 2' X 12' & 2' X 8' 12,1P'0' 40 2-2'X10'&2-2-X6'BOX 2-2'X12' J4' 0' 8' 0' 30 2 - 2' X 10' & 2 - 2' X 6' BOX 2' X 12& 2' X 10' 14' 0' 10' 0' 30 2 - 2' X 10' & 2 - 2' X 6' BOX 2' X 12' & 2' X 10' 14' 0' 1 ' 0' 30 2 - 2' X 12' & 2 - 2' X 6' BOX 2 - 2' X 12' 14' 0' 8' 0' 40 2 - 2' X 10' & 2 - 2' X 6' BOX 2 - 2' X 12' 14' 0' 10' 0' 40 2 - 2' X 12' & 2 - 2' X 6' BOX 2 - 2' X 12' DF-L #1 14' 0'1 ' 0' 40 2 - 2' X 12' & 2 - 2' X 6' BOX DF-L #1 2 - 2' X 12' DF-L #1 16' 0' 8' 0' 30 2 - 2' X 12' DF-L S. STRUCT. 2' X 12' DF-L S. STRUCT. 16' 0' 10' 0' 30 2 - 2' X 12' & 2 - 2' X 6' BOX 2 - 2' X 12' 16' 0'1P' 0' 30 2 - 2' X 12' & 2 - 2' X 6' BOX DF-L #1 2 - 2' X 12' DF-L S.S. 16' 0' 8' 0' 40 2 - 2" X 12' & 2 - 2' X 6' BOX 2 - 2' X 12' DF-L #1 16' 0' 10' 0' 40 2 - 2' X 12' & 2 - 2' X 6' BOX DF-L S.S 2 - 2' X 12' DF-L S.S. 16' 0'Ile' 0' 40 4 - 2' X 12' & 2 - 2' X 6' BOX DF-L S.S 2 - 2' X 12' DF-L S.S. NOTES FOR FOOTING DETAIL TREATED POSTS AS SIZED PER SCHEDULE VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING UNDISTURBED SOIL 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 40 PSF LIVE LOAD SITUATIONS. BUILDINGS ARE DESIGNED FOR 30 OR 40 PSF LIVE (SNOW) LOAD, 85 & 90 MPH WIND SPEED, EXPOSURE B & SEISMIC DESIGN CATEGORY B, SEISMIC DESIGN CATEGORY C. DESIGN LOADS - ROOF LL = 30 OR 40 PSF ROOF DEAD LOAD = 5 PSF. CEILING LL = 0 PSF CEILING DL = 1 PSF ✓ ROOF DL ALLOWS FOR A MAXIMUM OF 3' THICKNESS OF FIBERGLASS INSULATION. ✓ MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL & CLAYEY GRAVEL (SW, SP, SM, SC, GM & GC) SOILS OR BETTER (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 psl, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-92. WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF-L #2 OR BETTER BY WWPA GRADING RULES, UNLESS NOTED ❑THERWISE DN THE PLANS. MAXIMUM MOISTURE CONTENT SHALL BE 19X BY WEIGHT. NAILING SHALL CONFORM TO IBC TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPLICABLE SECTIONS OF CHAPTER 23 OF THE IBC. CCA TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA C-16, C-22, C-23, C-24 & C-28. POSTS FOR BUILDINGS SHALL BE AS NOTED DN 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 (S0), Fy = 80.0 ksl. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 S4' 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 ➢ENSITY 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. iv FOOTING DETAIL N.T.S. rEXPLRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS LEAN-TO BEAM SCHEDULE, SPECS & FOOTING DRAWN BY WE WAMBEKE '6-30-04 APPROVED SCALE NTS SPFI.15 REV. VERT MEMBER 6d NAIL @ 10' O.C. 2' X 6' FULL WIDTH SIMPSON JOIST HANGER 2' X 6' OR 2' X 8' PURLIN 2' X 8' 2' X 10' OR 2' X 12' VERTICAL MEMBERS - SEE CHART SECTION A - A STANDARD RAFTER DETAILS FULL WIDTH 2' X 6' SIMPSON JOIST HANGER 2' X 6' OR 2' X 8' PURLIN 6d NAIL @ 10' O.C. 2' X 8' 2' X 10' OR 2' X 12' VERTICAL MEMBERS - SEE CHART SECTION A - A BOX BEAM DETAILS VERT. MEMBER 2' X _ LAMINATED TO ENDWALL RAFTER WHERE REQ'D - SEE CHAR 16d NAIL @ 10' O.C. 16d NAIL @ 10' 0,C. 2' X 8' 2' X 10' OR 2' X 12' ENDWALL RAFTER - SEE CHART SECTION A - A STANDARD ENDWALL RAFTER DETAILS 1 EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS LEAN-TO BEAM CONNECTIONS BRAVN BY WAMBEKE BATE 6-30-04 SPFI.1 6 REV, APPROVED SCALE NTS MAIN BUILDING P❑ST TW❑ 5/8'0 M. B❑LTS THRU P❑ST STEEL POST ATTACHMENT BRACKET LEAN-T❑ RAFTERS 2' X 10" MSR 2,250f-1,8E - 12' BAYS 2' X 10' MSR 1,950E-1,7E - 10' BAYS 2' X 3' S❑LID FILLER 6'..,X 6' P. T. LE,,I-T❑ P❑ST 10 GA. HRS STEEL SIDES 1/4' X 3" X 6 1/4" STEEL BOTTOM PL EXPIRES 12/29/07 SPOKANE POST FRAME, INC. LEAN-TO BEAM ATTACHMENT TO MAIN BUILDING POST - 30 & 40 PSF L.L. DRAVN BY DATE WAMBEKE 6-30-0 APPROVED SCALE NTS Project Number: 07000611 Inv: 1 Application Date: 3/1/2007 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: SPOKANE POST FRAME Firm SPOKANE POST FRAME Address: 7001 E 2ND AVE Phone: (509) 926-0865 SPOKANE, WA 99212 This Application: Total Project: Description Grp Type Notes Su Ft Valuation Su Ft Valuation POLEBDLG U-1 VB 750 $14,250.00 750 $14,250.00 Totals: 750 $14,250.00 750 $14,250.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $251.25 ACCESSORY PLANS REVIEW 1 SELECT $62.81 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $318.56 Notes: Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $318.56 $318.56 $0.00 $318.56 $318.56 $318.56 $0.00 $318.56 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: JD Printed By: JD Print Date: 3/1/2007 SPOKANE POST FRAME, INC. Engineered Pole Buildings p, r uies ^ra-- nuildmrs ns Alt 1 plus ndA t\'A r ,_I: 509.926.086E • Fax 509-924-5161 or 1.866-926-0865 Visit us at w ww. spok anepo stframe. cola • Site Plan rh :now streets/alley `•how, septic/sewer/dratnfteld Show eV 'sting buildings °.how proposed building Show setbacks - front, rear, sides. Show 10t site TUNING CRITERIA — "` 5 to properly line - need f Irewal I and parapet '' %ra :A and :loser than 5' - need waiver from neighbor ^•sr more than50R of rear 25' nut Icing must De 20' from property line gym•-r n setback from front property line Ihia 2 from residence - need firewall mur- .0uare `Dotage - 103 of lot area (Must be less than 3.000 so f U not ;,tdlvIle lot so that bulldtng Is more than 108 of residual tot area loser I na, 5 to property line - need f Werra I • 'rpm eeotic/droinfteld so tna, r, 'tom residence - need firewall ENEBAI SETBACKS ARE SHOWN BELOW. WILL NEED TO CHECK CODE B00K 0 10t0'd' WHAT ZONING YOURE IN TO BE SURF MAYIMI M tat In mutt mte JOB NAME ofrJ } G4Na .#0444k PI qNE - O }}u ADDRESS 2 roy. et. Cgftwonu• 'Po i'A t f � l.Yk . 22 LEGAL IRE SCR IPTION r'casel. 4k. 3fez,- 4li DATE' 3%1/4)T `;34I c o R4.13 mss ,aG 11) 0 1 CARLISLE iZ 33 j t3) f---- r • 1 ;`YAGI 4 DD r` �illAtLr Town w ♦AIWA t#i?# i-J- 9M .1rc-54i" MARIETTA AVENUE s - etch Is pro f1►i 'lit • +•? I ur related Ito the pro. �jcalm%tndnot ll edla, area, dimcnsirats, ^csements. encroachments, or in:.Cum of boundaris. It 1. not part of, nordoes tt modify. lie corrniiithsnt or „,itotvliichitis attached ilf;F!LI1Yfor to re..l... should •.at:C:%I or, :lc c:r--. r... 'cfP;=r intormatirm !9 'J >.9 NOTES FOR FLOOR PLAN 4 1-- z LA J w (,) La a SPAN t____Ar ¢ DOUBLE TRUSSES t3 USE 2'X 6' PURLINS AL 30 PSF LIVE LOAD 10' 0' • USE 2'X 6' PURLINS USE 2'X 6' PURLINS @ 24' O.C. - TYPICAL 30 PSF LIVE LOAD 10' 0' 10' 0' • USE 2'X 6' PURLINS USE 2'X 6' PURLINS @24' ❑.C. - TYPICAL 40 PSF LIVE LOAD 12' 0' 12' 0' • USE 2'X 8' PURLINS USE 2'X 8' PURLINS @ 24' O.C. - TYPIC•L 3C PSF ❑R 40 PSF LIVE L D nILBLE w o a TRUSSES M USE 2'X 6' PURLINS @ 24' ❑.C. - TYPIC 10' 0' 3 A SINGLE TRUSS cm ® li \ \ 1 ' ' e e e PLAN VIEW N.T.S. INTERI❑R FRAME WOOD POSTS, POST SCHEDULE, GABLE WALL POSTS — 6' X 6' TYPICAL DOOR POSTS — 4" X 6' TYPICAL F❑❑TING DIMENSI❑NS — B = 1'-8'; D = 3'-0" MAXIMUM POST SPACING 12' 0" PURLINS @ 24' ❑.C., BEARING OR J❑IST HANGERS (TYPICAL) EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS PLAN VIEW DRAVN BY DATE VAMBEKE 6-30-04 SPFI.01 REV. APPROVED SCALE NTS c 1 c 2'-0" TO 50'-0" 0 cU IM USE 2" X 6" PURLINS 12'-0" rUSE 2" X 8" PURLINS IM MI ROOF FRAMING PLAN WOOD COLUMNS SEE SCHEDULE EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS ROOF FRAMING PLAN DRAWN BY DATE MIAMBEKE 6-30-01 SPFI.02 REV. APPROVED SCALE NTS SEE DETAIL 2 Ga z f J U w l7 J z Q � W o u LL. N LJ LJ V) 12 4 FOR SECTION A -A TYPICAL PURLIN, SEE FLOOR PLAN FOR SIZE SZ TRUSS DESIGN BY OTHERS 0 2' X 6' @ 24' O. C.I 10' BAYS DF-L #2 GIRTS FLAT @ 24' O.C. 2' X 6' @ 24' O. C., 12' BAYS DF-L #1 GIRTS FLAT @ 24' O.C. OR 2' X 6' DF-L #2 GIRTS FLAT WITH 2' X 4' BACKERS @ 48' O. C. 0 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 F❑❑TING WOODFAST TEKS, DETAIL SEE DETAILS BUILDING SECTION A - A N.T.S. [EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS BUILDING CROSS SECTION DRAWN BY DATE REV. VAMBEKE 6-30-04 SPFI.03 APPROVED SCALE NTS 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/(1) 16d NAIL INT❑ EACH TOP CHORD MEMBER EXPIRES 12/29/07 rNe I HOD NAeCrtON 46) R���J'ENN fc1'I \ DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT P NeTHOD SECTION NOTES FOR CONNECTION DETAIL ©TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER ©PURLIN SUPPORT STRUT 2' X '4' X FULL DEPTH OF TOP CHORD PLUS PURLIN. NAIL PURLINS W/(3) 16d NAILS ©NAIL STRUT TO TOP CHORD W/(3) 16d NAILS EACH SIDE. S4 MANUFACTURED TRUSS. NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. SS WOOD POST, SEE POST/FOOTING SCHEDULE. S6 4 - 40d GALV. NAILS IN PRE -DRILLED HOLES OR 3/4'0 MACHINE BOLT ©SOLID BLOCKING AT CONNECTION POINTS. SB TYP. PURLIN, SEE FLOOR PLAN FOR SIZE 0.;9 2' X 6' OR 2' X 8' TOP GIRT Sl 4 - 16d NAILS OR 3/4'0 M. BOLT SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS TRUSS -COLUMN CONNECTION I AVN DY D TE WAMBEKE 6-30-04 SPFI.04 REV. N.T.S. APPROVED SCALE NTS CITY COPY PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS SPEarfre REVIEWED FOR CODE COMPLIANCE 0 ALL ISION