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HomeMy WebLinkAbout2006, 03-14 Permit App: 06000832 Pole BldgProject Number: 06000832 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 03/14/2006 Page 1 of 2 Project Information: Permit Use: 24X36 DETACHED POLE BUILDING Contact: NBC STEEL BUILDINGS Address: 5329 N STEVENS C - S - Z: SPOKANE, WA 99205 Setbacks: Front Left: Right: Rear: Phone: (509) 710-8586 Group Name: Site Information: Project Name: Plat Key: 002861 Name: WEST FARMS IRRIGATED TRACT # 04 (FEES) District: H Parcel Number: 46343.0313 Block: SiteAddress: 5220 N EVERGREEN RD Location:: CSV Zoning: AGRI Water District: Area: .00 Acres Width: 0 Lot: Owner: Name: VANG, XAO Address: 5220 N EVERGREEN RD SPOKANE VALLEY, WA 99216 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 10 Review Information: Review Building Plan Review Septic Sys Review Landuse/Zoning/HE Conditions Permits: Building Permit Contractor: NBC STEEL BUILDINGS Firm: NBC STEEL BUILDINGS Address: 5329 N STEVENS Phone: (509) 710-8586 SPOKANE, WA 99205 Operator: CJJ Printed By: CJJ Print Date: 03/14/2006 Project Number: 06000832 Inv: 1 Notes: Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 03/14/2006 Page 2 of 2 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: CJJ Printed By: CJJ Print Date: 03/14/2006 Project Number: 06000832 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 03/14/2006 Page 1 of 2 Project Information: Permit Use: 24X36 DETACHED POLE BUILDING Contact: NBC STEEL BUILDINGS Address: 5329 N STEVENS C - S - Z: SPOKANE, WA 99205 Setbacks: Front Left: Right: Rear: Phone: (509) 710-8586 Group Name: Site Information: Project Name: Plat Key: 002861 Name: WEST FARMS IRRIGATED TRACT # 04 (FEES) District: H Parcel Number: 46343.0313 Block: Lot: SiteAddress: 5220 N EVERGREEN RD Location:: CSV Zoning: AGRI Water District: Owner: Name: VANG, XAO Address: 5220 N EVERGREEN RD SPOKANE VALLEY, WA 99216 Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 10 Review Information: Review Building Plan Review Septic Sys Review Landuse/Zoning/HE Conditions Permits: Building Permit Contractor: NBC STEEL BUILDINGS Firm: NBC STEEL BUILDINGS Address: 5329 N STEVENS Phone: (509) 710-8586 SPOKANE, WA 99205 Operator: CJJ Printed By: CJJ Print Date: 03/14/2006 Project Number: 06000832 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 03/14/2006 Page 2 of 2 Notes: 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: CJJ Printed By: CJJ Print Date: 03/14/2006 Sg S e. Valley Community Development Permit Center 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 www. spokanevaiiiev. or;.com Residential Construction Permit Application PERMIT NUMBER: PERMIT FEE: o New Construction o Addition/Remodel o Other: o Accessory Bldg ❑ Deck SITE ADDRESS / vet zeegic) ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building owner Name: v_ro /V Address: n-,2,20 , 15 aeic .eee/t) cit3C447DF 30.65,0 -to Phone: 9 .02 -' Contact:Person:,, Name: Phone: Describe the scope of work in detail: :Contractor_ _... � / ✓ /O( r / n .�2`�1lt /L. Name:/)I...-7.4e2°4. Address: -57z...„29 4 _7irt Lz City: o e4f-i Zip:9..,?6,n`-` 2 FLOOR SQ. FTG: Phone: 742 '9'4' Fax: IMPERVIOUS SURFACE AREA: Lic Notjtie+5 7 9 - ate: O% City Business Lic No: 30% SLOPES ON PROPERTY: Cost of Project: $ **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHp PEAK:MNSIQN � / ✓ /O( # OF STORIES: TOTAL HABITABLE SPACE: MAIN TO SQ. FTG: 2 FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% 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 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 • rdinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application c- b- processe.. Signature Date 3-13 Method of Payment: (Faxed permit applications will only be accepted with majorbankcard) 0 Cash 0 Check ❑ Mastercard 0 VISA Bankcard #: Expires: VIN#: 0 Other Authorized Signature: REVISED 8/25/2005 ti PLANNING DEPT. APPROVED BY: j Ci 't_' ' DATE: 511, ; 1j TREATED POST - 16d GALV, NAILS EACH GIRT _2' X 4' BACKERS @ 48' 0. C. - REQUIRED FOR 12' POST SPACING 2' X 6' GIRT (FLAT) TYPICAL GIRT CONNECTION NOTES FOR FLOOR PLAN Sl INTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET (a DOOREPOSTS POSTS X 6'6YPICAL TYPICAL FOOTING DIMENSIONS, B + 1' 8'1 D = 3' 0' MAXIMUM POST SPACING 12' 0' ( PURLINS @ 24' O.C., BEARING OR JOIST HANGERS (TYPICAL) PURLIN CONNECTION METHO A), PURLINS MAY BE HUN( OFF THE TRUSS TOP i FACES W/ STANDARD SIMPSON JOIST HANGE PLAN VIEW �-� N.T.S. 12 4 F;4 SPANS 12' TO 60' — I KNEE BRACE � 30' V 1 36' 14 Q TYPICAL PURLIN, SEE FLOOR Si wQ o PLAN FOR SIZE 50' 1�w L3 S2 TRUSS DESIGN BY OTHERS 60' D S3 '2' X 6' DF -L #2 FLAT GIRTS @ 24' D.C. SPECIFICATIONS AND PLANS ARE DESIGNED FOR USE IN 30 PSF OR 40 PSF ROOF LIVE W 10' & 12' POST SPACING _ = J 1C L DOUBLE TRUSSES SS ROOFNFASTTENEDOTOOPWITH ■ FIELD SCREWS, #10 x 1 1/2' AT 9' D.C. (NEXT TO HIGH RIB) ■ EAVE AND RIDGE PURLIN SCREWS. #14 X1 1/2' AT BOTH SIDES OF IG M MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF URF INS MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY Ld 1 1/2' LONG WOODFAST TEKS. a BSE SCREWSiTO HIGH RID) LLd (n WALLS FASTENED TO REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. 10'_-0'_ 10'-0" GIRTS WITH V LONG DIAPHRAGM SCREWS FOOTINGS, CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-99. WOODFAST TEKS. WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF -L #2 OR BETTER BY WWPA GRADING CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & F00 RULES, UNLESS NOTED OTHERWISE ON THE PLANS, MAXIMUM MOISTURE CONTENT SHALL BE 3'-0" 19% BY WEIGHT. NAILING SHALL CONFORM TO IBC TABLE 2304.9.1 FASTENING SCHEDULE & _J _J J E& PUERLIEIIIS ON PRESERVATIVELY TREATED WOOD SHALL BE ZINC COATED HOT -DIP GALVANIZED STEEL, 26" SILICONE BRONZE, COPPER OR STAINLESS STEEL, TREATED WOOD SHALL CONFORM TO THE NO REQUIREMENTS OF AWPA C-16, C-22, C-23, C-24 & C-28. POSTS FOR BUILDINGS SHALL BE �'r=r iAP R GM SCREWS) TYPICAL SCREW PATTERN, EXCEPT /,I i $ AS NOTED ON THE PLANS. ALL POST MATERIALS SHALL BE HEM -FIR #2 OR BETTER FULL Dpi IABGVE 12-0" ---- 12-0" 92A" J �> 6"X4" - ----- 26" 3'-0" NO c 6"_X 6" W2" X_6" 13- — — — ZD ZD _J c ZD G NO c 3'-0-" ,�-, I r1 — C 12'-0" 1 20'-0" 6" X 10" W!2" X 6" 26" o X NCULL iU x POSTIFOOTING SCHEDULE 30' SPANS, 30 &40 PSF LIVE LOAD POST (w/, (U w d 0o D CON SPACING "H" I W X D 'B" DIA. m N VOLU 10'-0"_ 8'-0" 6" X 6" 26 3'-0" -1 c DOUBLE TRUSSES 10 -0' 6` X 6" 26 ' 3'-0" _NO NO_ Z,-, Q_ 0 U 3 6" X 6" W2" X G" 26"_ 3'-0" NO c 10'-0" -10 zo A 6_X 6" W2" X 6" 20"" 3'-0" NO c -0— - 10 -0" 10 -0 J� � I- 1 ; 26— 3• W NO C 6" 8" W2" X 6 - sa X $" WZ X 6:s_ 26" - 26" ( 0 l 13- C NO C 10'-0" 22'4" 6"X 10"W/2"')(6' U 3'2" NO C 10'-0' 24'4" 6" X 12"` o;oo.Zoa 0 k c -2-012-0" 1"- 8''-0_ 111k 6" X 6" :._— 6" % 6" 28' o x• N -28"- 28" 3'0" fUN .,N-, N IN -12-0" 14'-0" 6" X 8",_' kg" W/2" X 6" ------ _X 26" 3'-0` NO w (v w w 28" 3'-0" NO c ---- --- -NO_ N 12-0" 20'6" df12' 28" 3'-0" NO G _923" 124"1 SINGLE TRUSS 6' X_12" Wit" X 6" 28" 3'2" NO 0 6" X 12' 28' e e c POST/FOOTING e PLAN VIEW �-� N.T.S. 12 4 B4 BUILDING SECTION A -A N.T.S. NOTES FOR CONNECTION DETAIL S1 MANUFACTURED TRUSSES TRUSS DESIGN BY TRUSS MANUFACTURER 0 MANUFACTURED TRUSS NOTCH 3HOD IVAFTO ""01v PROVIDEOSTS TRUSS' SEAT, SS WOOD POST, SEE POST/FOOTING CHART 0 5/8'4 BOLT THROUGH TRUSS TOP CHORDS PLUS 4 - 50d THREADED HARDENED NAILS IN PRE -DRILLED HOLES 0 TYP. PURLIN, 2' X 6' HEM -FIR #2 @ 24' 0, C. 0 2' X 6' EAVE GIRT DETAIL 1 - TRUSS COLUMN CONNECTION PURLIN SUPPORT i 1 16c1 NAILS a 111 N 6' OR 8' cu .11 ti III SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION N.T.S. NOTES FOR FRONT ELEVATION SS HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2' X 6' OR 2' X.8' STD JOIST HANGERS, LOWER TRUSS FOR END OVERHANG, IF REWD S2 2' X 10' HEADER S3 2' X 6' GIRTS @ 24' U.C., 10' BAYS, HF #2 2' X 6' GIRTS @ 24' O.C., 12' BAYS, HF #2 W/ 2' X 4' BACKERS @ 48' 0. C. 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 NAILING PATTERN FOR POST LAMINATIONS F 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 NOTES FOR FOOTING DETAIL If, IS1 TREATED POSTS AS SIZED PER SCHEDULE 2 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING r^ �3 UNDISTURBED SOIL Sl FOOTING DETAIL N.T.S. GABLE END (AILS TRUSS TO CHART BELOW "a e"e 12 - lOd NAILS Tl - 2' F 2' X 6' X 18" BLOCK TO COLUMN BOLTING BLOCK CORNER POST DETAIL 3 TYP, GABLE END TRUSS CONNECTION SPAN Z U S2 U — I KNEE BRACE 1 30' J NOTES FOR SECTION A -A 36' 14 Q TYPICAL PURLIN, SEE FLOOR Si 40' o PLAN FOR SIZE 50' 1�w L3 S2 TRUSS DESIGN BY OTHERS 60' D S3 '2' X 6' DF -L #2 FLAT GIRTS @ 24' D.C. SPECIFICATIONS AND PLANS ARE DESIGNED FOR USE IN 30 PSF OR 40 PSF ROOF LIVE W 10' & 12' POST SPACING _ = S4 CONCRETE FOOTING, SEE SCHEDULE CEILING LL = 0 PSF CEILING DL = i PSF Ld SS ROOFNFASTTENEDOTOOPWITH ■ FIELD SCREWS, #10 x 1 1/2' AT 9' D.C. (NEXT TO HIGH RIB) ■ EAVE AND RIDGE PURLIN SCREWS. #14 X1 1/2' AT BOTH SIDES OF IG M MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF URF INS MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY Ld 1 1/2' LONG WOODFAST TEKS. a BSE SCREWSiTO HIGH RID) LLd (n WALLS FASTENED TO REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. 10'_-0'_ 10'-0" GIRTS WITH V LONG DIAPHRAGM SCREWS FOOTINGS, CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-99. WOODFAST TEKS. B4 BUILDING SECTION A -A N.T.S. NOTES FOR CONNECTION DETAIL S1 MANUFACTURED TRUSSES TRUSS DESIGN BY TRUSS MANUFACTURER 0 MANUFACTURED TRUSS NOTCH 3HOD IVAFTO ""01v PROVIDEOSTS TRUSS' SEAT, SS WOOD POST, SEE POST/FOOTING CHART 0 5/8'4 BOLT THROUGH TRUSS TOP CHORDS PLUS 4 - 50d THREADED HARDENED NAILS IN PRE -DRILLED HOLES 0 TYP. PURLIN, 2' X 6' HEM -FIR #2 @ 24' 0, C. 0 2' X 6' EAVE GIRT DETAIL 1 - TRUSS COLUMN CONNECTION PURLIN SUPPORT i 1 16c1 NAILS a 111 N 6' OR 8' cu .11 ti III SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION N.T.S. NOTES FOR FRONT ELEVATION SS HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2' X 6' OR 2' X.8' STD JOIST HANGERS, LOWER TRUSS FOR END OVERHANG, IF REWD S2 2' X 10' HEADER S3 2' X 6' GIRTS @ 24' U.C., 10' BAYS, HF #2 2' X 6' GIRTS @ 24' O.C., 12' BAYS, HF #2 W/ 2' X 4' BACKERS @ 48' 0. C. 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 NAILING PATTERN FOR POST LAMINATIONS F 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 NOTES FOR FOOTING DETAIL If, IS1 TREATED POSTS AS SIZED PER SCHEDULE 2 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING r^ �3 UNDISTURBED SOIL Sl FOOTING DETAIL N.T.S. GABLE END (AILS TRUSS TO CHART BELOW "a e"e 12 - lOd NAILS Tl - 2' F 2' X 6' X 18" BLOCK TO COLUMN BOLTING BLOCK CORNER POST DETAIL 3 TYP, GABLE END TRUSS CONNECTION SPAN QUANTITY 10d NAIL TRUSS TO POST QUANTITY 10d NAILS BLOCK TO POST — I KNEE BRACE 1 30' 10 12 36' 14 12 40' 14 16 50' 14 22 60' 14 30 DOUBLE OVERHEAD DOOR ❑PTI❑N OPTIONAL FRONT ELEVATION N.T.S. SINGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. OPTIONAL FRONT ELEVATION N.T.S. SPLIT SLIDER DOOR OPTION OPTIONAL FRONT ELEVATION - N.T.S. NOTES FOR OPTIONAL FRONT ELEVATIONS S1 HALF TRUSS DESIGN BY OTHERS S2 2' X 10' HEADER UP TO 12' 0' DOORS 2' X 12' HEADER UP 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 TYPICAL SIDE ELEVATION NOTES FOR SIDE ELEVATION N.T.S. S1 2' X 8' HEADER S2 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS " TRUSS WEB BRACING INTERIOR OR GABLE END TRUSSES NOTES FOR TRUSS WEB BRACING TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS AS THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES i' X 4' OR 2' X 4' WEB MEMBER BRACING FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT -RUN' WEB lOd NAILS @ 6' O,C, Od NAILS @ 6' D.C. 'X6'OR2'X8' X4' L -BRACE L -BRACE TRUSS WEB MEMBER TRUSS WEB MEMBER ' SECTION B—B SECTION B—B AT INTERIOR TRUSSES AT GABLE END TRUSS Sl S3 S2 a S4 TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S. 9GABLE END TRUSS I KNEE BRACE SC� DOUBLE INTERIOR TRUSSES SPACING S© 2' X 4' X -BRACING @ 10' 0' D.C. - S® 2' X 4' BOTTOM CHORD BRACING @ 10' 0' D.C. 'T" S5 TOENAIL BRACES TO TRUSSES WITH VOLU 3 - 10d NAILS 8'-0" -0' - 12-0" BUILDING SPECIFICATIONS( 18" GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE NO NO INTERNATIONAL BUILDING CODE (IBC 2003) AND ALL STATE & LOCAL BUILDING CODES, THESE 18 SPECIFICATIONS AND PLANS ARE DESIGNED FOR USE IN 30 PSF OR 40 PSF ROOF LIVE _...._._......._........ ___..._...—.__ (SNOW LOAD), 85 MPH WIND SPEED, EXPOSURE B AND SEISMIC DESIGN CATEGORY C. SHEATHING R Q IRM NTS DESIGN LOADS - ROOF LL = 30 PSF OR 40 PSF ROOF DEAD LOAD = 5 PSFW THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED) CEILING LL = 0 PSF CEILING DL = i PSF ■ ROOF STEED 29 GAUGE GRAND -RID III, 36' WIDTH OR EQUIVALENT w ROOF DL ALLOWS FOR A MAXIMUM OF 3' THICKNESS OF FIBERGLASS INSULATION. ■ FIELD SCREWS, #10 x 1 1/2' AT 9' D.C. (NEXT TO HIGH RIB) ■ EAVE AND RIDGE PURLIN SCREWS. #14 X1 1/2' AT BOTH SIDES OF IG M MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF EACH MAJOR RIB MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY TME FOLLOWING MINIMUM ENDWALL DIAPHRAGM MENTS ARE NEEDED. r ENDWALL STEED IM GAUGE GRAND -RIB AG 366'' WI WIDTH OR EQUIVALENT GRAVEL AND CLAYEY GRAVEL (SW, SP, SM, SC, GM AND GC) SOILS OR BETTER CIBC 2003 a BSE SCREWSiTO HIGH RID) TABLE 1804.2), LESSER SOIL CONDITIONS (AS REQUIRED BY THE BUILDING OFFICIAL) WILL END AND DOOR HEADER SCREWS @BOTH SIDES OF EACH MAJOR RIB. REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. 10'_-0'_ 10'-0" CONCRETE- MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psl, 4 SACK MIX FOR DIAPHRAGM SCREWS 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 CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & F00 RULES, UNLESS NOTED OTHERWISE ON THE PLANS, MAXIMUM MOISTURE CONTENT SHALL BE 3'-0" 19% BY WEIGHT. NAILING SHALL CONFORM TO IBC TABLE 2304.9.1 FASTENING SCHEDULE & DEI PyH p 'SCR%EHWSpp @ ENDWALL EBASE G�2T �ceoss &RIDGE ROOF E n R S TOP CHORD, OTHER APPLICABLE SECTIONS OF CHAPTER 23 OF THE IBC. ALL NAILS INTO E& PUERLIEIIIS ON PRESERVATIVELY TREATED WOOD SHALL BE ZINC COATED HOT -DIP GALVANIZED STEEL, 26" SILICONE BRONZE, COPPER OR STAINLESS STEEL, TREATED WOOD SHALL CONFORM TO THE NO REQUIREMENTS OF AWPA C-16, C-22, C-23, C-24 & C-28. POSTS FOR BUILDINGS SHALL BE �'r=r iAP R GM SCREWS) TYPICAL SCREW PATTERN, EXCEPT /,I i $ AS NOTED ON THE PLANS. ALL POST MATERIALS SHALL BE HEM -FIR #2 OR BETTER FULL Dpi IABGVE POST/FOOTING SCHEDULE 12' -24' SPANS, 30 &40 PSF LIVE LOAD POST COLUMN FOOTING I KNEE BRACE CON SPACING "H" W X D B" DIA. 'T" I REQUIRED VOLU —10'-0" — 8'-0" -0' - 12-0" 6"X4" 6' X 4 6' - X 6 ' 18" 3 JTl NO NO c C 18 3_0" 1 S 3'-0" NO _ Peel og GSSHAL BE4O 14'6" 6" X 6" W2" X 6 18" 3'-0" NO c 10'3" - -- 16'-0" ---- 6' X B" . 20" 3'-0" 30 t 10'_-0'_ 10'-0" _i8_ 20 A" -- 6`X_19" 6" X 10" ------- 20" CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & F00 21" 3'-0" NO 3 124" W-0" 6" X 4" 26" 3'-0" NO C 12-0" ---- 12-0" 92A" 10'-0" -- - 12'0" _ 6"X4" - ----- 26" 3'-0" NO c 6"_X 6" W2" X_6" _26a__ _ — — — `I`II.g E K E E N GIN - --- --- -- ------------- NO c 3'-0-" NO — C 12'-0" 1 20'-0" 6" X 10" W!2" X 6" 26" 3'2" NO C POSTIFOOTING SCHEDULE 30' SPANS, 30 &40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CON SPACING "H" I W X D 'B" DIA. 'T" REQUIRED VOLU 10'-0"_ 8'-0" 6" X 6" 26 3'-0" c 10 -0' 6` X 6" 26 ' 3'-0" _NO NO_ C 10'0" (_12'6" 6" X 6" W2" X G" 26"_ 3'-0" NO c 10'-0" -10 '_14'-0" 6_X 6" W2" X 6" 20"" 3'-0" NO c -0— - 10 -0" 10 -0 - 16--0- iS'-0" 2p -0'- 6• X D— -X- ; 26— 3• W NO C 6" 8" W2" X 6 - sa X $" WZ X 6:s_ 26" - 26" 3'-0" 3'-0" NO C NO C 10'-0" 22'4" 6"X 10"W/2"')(6' 26" 3'2" NO C 10'-0' 24'4" 6" X 12"` 26" 3'3" NO c -2-012-0" 1"- 8''-0_ 111k 6" X 6" :._— 6" % 6" 28' _3'-0" G 3'-0" NO NO c -28"- 28" 3'0" NO c -12-0" 14'-0" 6" X 8",_' kg" W/2" X 6" ------ _X 26" 3'-0` NO c 28" 3'-0" NO c ---- --- -NO_ -- 12-0" 20'6" df12' 28" 3'-0" NO G _923" 124"1 22'-0" 24%0" 6' X_12" Wit" X 6" 28" 3'2" NO 0 6" X 12' 28' 3'S" NO c POST/FOOTING SCHEDULE 36' SPANS, 30 &40 PSF LIVE LOAD POST; r COLUMN FOOTING 1KNEEBRACE CON SPACING OR' I W X D "B" DIA. "P' REQUIRED VOLU _W -O" - 10'-0" W-0_ 6" X 6" 6" K 6` W2" X 6" 2B" 3'-0" NO c ITV' 28' 3'-0" NO c 14'6" 6' X 6" W2" X6- 28" 3'-0" NO c NO c 10'-0" tE'-0" 20'.0" 6"_X 8"W2" X 6" s"X 10- — --28— 28" Y.0" 3'.0" NO NO _c c 10'-0" 22 -0' 6' X 10' W2" X 6" 2B 3' -W NO G 10'-0"247-V fi" X 10" W2" X 6" 28" 3'2" YES C -12-0" 12-0" 8'-0 10'-0" 6"X6" 6" X 6" 32" NO _ 32' _3'-0" 3 JY' NO _C 0 12-0" _12'-0-0" 6" X 6" W2" X 6" 32" Y NO 0 124" - - -- 14'-0" --- fi" X 8" ------ 32" 3'4" NO 0 -12-0" 12-0" _16'.0" 18'-0" 6" X $" W2" X 6"_ 6" X 10" 32" 8'-0n_ NO 32 3 -0" NO _0 0 12-0" 20'-0" 6' X 10" W2" X 6" 32 3'Z" NO 0 122-0" SO" 22 '-0" 24'-0" 6" X 12' 32" 3'2" NO 0 6' X 12' W/2" X 6" 22" 3' 3" N4 C POSTIFOOTING SCHEDULE 40' SPANS 30 &40 PSF LIVE LOAD POST I COLUMN I FOOTING IKNEEBRACE CON SPACING "H" W X D "B" DIA 'T" REQUIRED VOW 10'0" &.0" -0" 6"X6" 6' X 6_';_W_/2"X 6" 30" 3'-0" NO 0 3 -0 NO 0 30" 3'.0" NO —c W2" X 6" 30" 3'-W NO 0 10'A" 16'-0" 20'.0" 6;;-X 8" fi" X 8 ' W/2" X 6" _30" 3'-0" _YES NO _3 0 10 -0" 6" X 10 30 3'-0" -AD- NO - 0 10'4" -10.-0. 22'-0" 24'-0" 6" 6 10"W/2" X 6" 6' X 12" - - -- 30 3'-0" NO 0 30" 3'-2" 6 124)" 8'43" 6" X 6" 33" TV NO 0 12-0` 10'-0" 6" X 6 33" 3'-0" NO 0 120" 12-0" VJV_ 12'-0" _14'-0" 16'A" 6' X 6" W_ 2" X 6" __ 6" X 8" 6"X 8" W2" X 6" _ 33" 33'3 3'.0" NO 0 0 23 " _ r__ 3' _ N-0 124" 18"W 6" X 10" 33" 3'-0" NO 0 2V5" 6' X 10' W12" X 6" 33" 3'-0" NO 0 6" X 12" 33" Y -r NO 0 >24'-0" 6"X 12"W/2" X 6" 33" 312" NO 0 POSTIFOOTING SCHEDULE 48' T052' SPANS 30 &40 PSF LIVE LOAD POST I COLUMN FOOTING lKNEEBRACE CON, SPACING "H" W X D "B" DIA. 'T" REQUIRED VOLUI W-01" 8'-0" 6"X 6" 34" X -V' NO 0 13'-0-0" 10'.D- 10'.0" — --- 10'-0" 10'-0" 12'_0" 14'.0" -- 1fi'-0"— 6' X 6" 6' X 6" W2" X 6" 6" X 6" W2" X 6" "X 8" -- ------ fi" 34" 3'-0" NO 0 34" 34" — — 34" 3•-.0" 3'.0" -3'.0-'- —NO NO 0 0 — — 0 10'-0" -- -- 16'-0" - 18'-0" 20'0" fi" X 8" W2" X 6" 6" % 8" Wl2"X 6" 6"X 10" 34" 3'-6 _YES NO 10'.0" 34' 3' 0 NO _0 0 34" 3W' YES 0 10'4" 22'-0" 6' X 10' W2" X 6" 34" 3'4" NO 0 10'-0" 24'-0" 6"X 12"W/2"' 6" 34" 3'-0" YES 6 -12.0" 120" B'_-0 6"-0` 6"X6" X 6" W2" X 6" _X 36" NO 0 f0'" 36" _3'-0" 3%1 NO 0 fi" 6" W2" X 6" 36" 3' 0" NO 0 12-0" 18'.0" 6" X 10" NO _0 3'-0" 1 36" YES 0 122-0= 20'-0°'1 6" X 10" W/2" X 6" 36" 3'-0" NO 0 720" 22'-0" 6" X 112" W2" X 6" 36' 3'2" NO 0 24N4 P24'-0" 6" X 12" W2" X 6" 36" 22" NO 0 DIMENSION AND GRADED BY WWPA GRADING RULES, UNLESS NOTED OTHERWISE ON THE NOTE: PLANS. BOLTS & HARDWARE - HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL, ALL BOLTS STEEL SHEETING SCREW PATTERNS 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POST 2 X 6 LAMINATIONS. SHALL CONFORM TO ASTM A307, N.T.S 2, ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR #2 ROOFING & SIDING - METAL PANELS MAY BE STANDARD RIBBED STYLES AVAILABLE FROM POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, LOCAL MANUFACTURERS, GALVANIZED OR PAINTED, 29 GAUGE MINIMUM THICKNESS, ASTM ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR #2 A653 STRUCTURAL QUALITY (SQ), Fy = 80.0 ksh ROOF PANELS SHALL BE FASTENED TO �gS�ONAL,F 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"1 PURLINS WITH PLATED, GASKETED 1 X' LONG METAL TO WOOD FASTENERS. WALL PANELS �ylttj T6q � C' R�i� 3'-0" DEEP 16'-0". ABOVE 16' WALL OA L HEIGHTS SHALL BE FASTENED TO GIRTS WITH PLATED, GASKETED V OR LONGER METAL TO WOOD Peel og GSSHAL BE4O FASTENERS. PANELS SHALL BE INSTALLED & FASTENED ACCORDING TO THE MANUFACTURER'S 4. ABOVE FOOTING DESIGNS ARE FOR POST: FRAME BUILDINGS WI' RECOMMENDATIONS, 4 g i a� CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL t( SOIL COMPACTION -ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & F00 A VIBRATORY COMPACTOR TO 95% OF THE PROCTOR DENSITY AS DETERMINED BY ASTM q it o /FOF DEPTH X 4". A1557, METHOD D. IF THE BACKFILLED MATERIAL HAS A DEPTH GREATER THAN 6', O COQ s,}ems ti COMPACTION MUST BE VERIFIED BY TESTING BY A QUALIFIED SOIL'S PROFESSIONAL. UNLESS 9N/� `rlONAL� OTHERWISE NOTED ON THE PLANS, THE POSTS AND THEIR FOOTINGS MUST EXTEND INTO WA VIRGIN SOIL A DEPTH EQUIVALENT TO THAT INDICATED ON THE PLANS, EXPIRES 12/29707� TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERED TO PRACTICE IN THE STATE OF IN WHICH THE BUILDING WILL BE CONSTRUCTED, TRUSS LOADING( TOP CHORD LIVE LOAD = 30 PSF DR 40 PSF TOP CHORD DEAD LOAD = 5 PSF `I`II.g E K E E N GIN E E R I N BOTTOM CHORD DEAD LOAD = 1 PSF r,r.-,;v 2913 E. 61st Court .. Tln nidl'I ./n,�oLvl LPI -Ga ;'., o....., ......... VIA 00000 A JDLW—`ICHANGED PURLINS EVI BY JDATE1 DESCRIPTION OF I LAYOUT, STRUCTURAL DETAILS AND SPECIFICATION 12' TO 50' POST FRAME BUILDINGS 329 NORTH STEVENS JrUt\HIV tL VV/A,)rlllNU 1 UIV ..HY' DATE ......DRAWN IWAMBEKE1 1-22-06 NBC STEEL.IBC2003- PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRA'.fiNG INSPECTIONS CITY COPY THIS BUILDING CORRECTIONS SUBJECT TO FIELD INSPECTION Sfacane REVIEWED EG�1Gy�` `--. "f;c,^4� CODOLiANCE SPOKANE VALLEY