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2006, 05-04 Permit App: 06001675 Pole BldgProject Number: 06001675 Inv: I Application Date: 05/04/2006 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Page 1 of 2 Project Information: Permit Use: 24x30 POLE BUILDING Contact: ZIEGLER LUMBER Address: 620 E HOLLAND C - S - Z: SPOKANE, WA 99218 Setbacks: Front Left: Right: Rear: Phone: (509) 467-4958 Group Name: Site Information: Project Name: Plat Key: 001853 Name: Range District: H Parcel Number: 45083.0227 Block: Lot: SiteAddress: 2021 N LOCUST RD Owner: Name: HUNT, VAL Address: 2021 N LOCUST RD Location:: CSV SPOKANE, WA 99206-4149 Zonmg: UNKN Unknown Water District Area: 24,786 Sq Ft Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Information• Review Building Plan Review Released By: Originally Released: 05/04/2006 By: TMELBOU Landuse/Zoning/HE Conditions Released B Y:- Sewer Review Permits: Originally Released: 05/03/2006 By: CJJANSSE Released By: Originally Released: 05/04/2006 By: amblake Operator: AMB Printed By: AMB Print Date: 05/04/2006 Project Number: 06001675 Inv: 1 Application Date: 05/04/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: ZIEGLER LUMBER COMPANY Firm: ZIEGLER LUMBER COMPANY Address: 4220 N MARKET ST SPOKANE, WA 99207 Phone: (509) 489-8760 This Application: Total Project: Description Grp Tvpe Notes Sq Ft Valuation Se Ft Valuation POLE BDLG U-1 VB 720 $13,680.00 720 $13,680.00 Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Notes. Totals: .720 $13,680.00 720 $13,680.00 Units Unit Desc Fee Amount 1 SELECT $237.25 1 SELECT $59.31 1 SELECT $4.50 Permit Total Fees: $301.06 Payment Summary: Permit Type Building Permit Fee Amount Invoice Amount $301.06 $301.06 Amount Paid $0.00 Amount Owing $301.06 $301.06 $301.06 $0.00 $301.06 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: AMB Printed 13y: AMB Print Date: 05/04/2006 Project Number: 06001675 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 5/3/2006 Page 1 of 2 Project Information: Permit Use: 24x30 POLE BUILDING Contact: ZIEGLER LUMBER Address: 620 E HOLLAND C - S - Z: SPOKANE, WA 99218 Setbacks: Front Left: Right: Rear: Phone: (509) 467-4958 Group Name: Site Information: Project Name: Plat Key: 001853 Name: Range District: H Parcel Number: 45083.0227 Block: SiteAddress: 2021 N LOCUST RD Location:: CSV Lot: Owner: Name: HUNT, VAL Address: 2021 N LOCUST RD SPOKANE, WA 99206-4149 a Zoning: UNKN Unknown Water District: Hold: ❑ Area: 24,786 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 Released' By: j61, Landuse/Zoning/HE Conditions -Released By: e= Sewer Review Released By: -- Permits • Building Permit Contractor: ZIEGLER LUMBER COMPANY Firm ZIEGLER LUMBER COMPANY Address: 4220 N MARKET ST SPOKANE, WA 99207 Phone: (509) 489-8760 Operator: AMB Printed By: AMB Print Date: 5/3/2006 Project Number: 06001675 Inv: 1 Notes: Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 5/3/2006 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: A1\9B Printed By: AMB Print Date: 5/3/2006 Permit Center c"Spokane11707 E Sprague Ave -Suite 106 SpokaneValley,�99; IC, fE 11 VV'l is �Ualle� AX9906 ., (509)688-0036 FAX: 0 6 IF - Community Development www spokanevallev.o a MAY 0 t Residential Construction ANh'Fins t%action ❑ Accessory Bldg Permit Application I ° I Aadiiionn/Rodel . ❑ Deck 0 -Other: `-eo\2 t\A ;10a \ i- 1 0 Q.1)1/4 -S1 - LEGAL DESCRIPTIO 1 t 7 `g 05 PERMIT NUMBER: )10 r1 PERMIT FEE: SITE ADDRESS ASSESSORS PARCEL NO: __ :.,` rte,. Buildin Owner ; L...% `' x.' :_ Vii• _Contraetor "., Name: UP Lb 4, J 1-1 IAA-) -- Name: its C r -s Au, Lad, nA••t>Fai n"t-5 Address: 202i ti . Latopsr k-0. Address: 6 A c i4ni_L A,f 4,0 . City:S�� State: LJ k Zip:eigla(, OS City: 16 State: w� Zip: �i lt> Phone: soci _ i� _�,S Fax: r N 1 /� Phone: � - 4,7_ �el� O Fax: 30% SLOPES ON PROPERTY: /L)-49 Contractor Lic No: I zitAut Tit isaat Contact Person-_-= Pr. der "• c,'= 5==''_ "_ - HEAT SOURCE: }� * City Business Lic.No: Name: To OP Phone: &Ocl - 11L7- Li 1 se Describe the scope of work in detail: Cost of Project: $ • /a,. -;to N/A if not annlicahlel********************** "" inc lulu HEIGHT TO PEAK:. 111' mug lviu0i tic waaar.a...v. DIMENSIONS: Z�oo ;c(C) k..........._ .. ---—.-r----- # OF STORIES: I TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. FTG:AREA: 2" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FINISHED BASEMENT SQ. FTG: AI /M GARAGE SQ. FTG: /J //A DECK/COV. PATIO SQ. FTG: Ai iA 30% SLOPES ON PROPERTY: /L)-49 # OF BEDROOMS:, if } x / ONST(RUCTION TYPE: -OI.L 13u-, "o tJ & HEAT SOURCE: }� * SEWER OR SEPTIC?AI 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 ordinances. 6) Plans 9r additional information may be required to be submitted, and subsequently approved before this application can be process Signature Methot ofP 0 Cash Bankcard #: Authorized Signature: REVISED 8/25/2005 ❑ Check ❑ Mastercard Expires: Date ❑ VISA VIN#: PLANNING DEPT. APPROVED BY:01Q' DATE: PLOT LAYOUT FOR VALDYN HUNT- 24X30X10 BUILDING 2021 N. LOCUST RD. SPOKANE, WA 99206 6'-0"1 F 55'-0" BUILDING x-30'-0" 65'-0" 71'-0" HOUSE 158'-0" [15'-0" 300'-0" • 84-0" NOTES FOR FLOUR PLAN 01 INTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET 02 GABLE WALL POSTS - 6' X 6' TYPICAL DOOR POSTS - 4' X 6' TYPICAL FOOTING DIMENSIONS, B + 1' 8') D = 3' 0' MAXIMUM POST SPACING 12' 0' & PURLINS @ 24' ❑,C., BEARING OR JOIST HANGERS (TYPICAL) SPANS 12' TO 60' PURLIN CONNECTION METHODS: A). PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STD. SIMPSON JOIST HANGERS OR EQUAL. B). PURLINS MAY BE BUTTED AND NAILED W/(2) 16d NAILS INTO EACH PURLIN, C), PURLINS MAY BE LAPPED AND NAILED W/(3) 16dNAILS, SINGLE TRUSS M PLAN VIEW N.T.S. ON CONNECTION METHODS 'B' AND 'C', TOENAIL BACK SIDE DF PURLIN S8 W/(1) 16d NAIL INT❑ EACH TOP CHORD MEMBER Pun, M£TH0D NNfCT1p N NE -r- obOIy�ECTtON 12 4 NOTES FOR SECTION A -A SI s2 S3 S4 SS TYPICAL PURLIN, SEE FLOOR PLAN FOR SIZE TRUSS DESIGN BY OTHERS 2' X 6' @ 24' OZ., 10' BAYS 2' X 6' @ 24' O.C., 12' BAYS DF -L #2 GIRTS FLAT @ 24' 0.C. CONCRETE FOOTING, SEE SCHEDULE EXTEND POST TO TOP OF PURLIN ROOF FASTENED TO PURLINS WITH 1 1/2' LONG WOODFAST TEKS, was FASTENED TO GIRTS WITH 1' LONG WOODFAST TEKS. SEE FOOTING DETAIL BUILDING SECTION A -A N.T.S. ri/ i `n COLUMN FOOTING KNEE BRACE O SPACING "M' W X D "B" DIA. "T' REQUIRED VOLUME= 10'-0" 10'-0" 10'-0" 10'-0" 101-0" 10'-0" - 10'-0" 8'-0" 10'-0" 12'-0" 14'-0" 16,-0" 18'-0" 20'-0" 6" X 6" 18" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" NO 0.20 6" X 6" 18" NO 0.20 6" X 6" 18" z z zz....z io 0.20 20' 0' MAXIMUM 18" 20" 0.20 0.24 6" X 10" 20" 0.24 6" X 10" 1 0.27 12-0" 12-0"10'-0", -12-0" 12-0" 12-0' 12-0" 17-0" 8'4" -12'-0" 1W-0" 16'-0" 18'-0" 20'-0" 6" X 6" 26" 26" 3'-0" 3'-0" 3'-0" NO__ NO 0.29 0.29 6" X 6" 6" X 6" W/2" X 6" 6" X 6" W12" X 6" S1 S3 SINGLE OVERHEAD DOOR ❑PTI❑N FRONT ELEVATION NOTES FOR FRONT ELEVATION N.T.S Sg HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2" X 6' 0 TREATED 2' X 6' BOTTOM GIRT 0 2' X 10' HEADER S3 2' X 6' GIRTS @ 24' ❑,C., 10' BAYS, DF -L #2 2' X 6' GIRTS @ 24' ❑.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 11 0 NOTES FOR CONNECTION DETAIL CD MANUFACTURED TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER O PURLIN SUPPORT STRUT 2' X 6' X FULL DEPTH OF TOP CHORD PLUS PURLIN, NAIL PURLINS W/(3) 16d NAILS O NAIL STRUT TO TOP CHORD W/(3) 16d NAILS EACH SIDE, 0 MANUFACTURED TRUSS - NAIL TO EACH SIDE OF POST WITH 4 - 16d NAILS ON TOP NAILING BLOCK 0 WOOD POST, SEE POST/FOOTING SCFIEDULE, S6 4 - 1001 NAILS 0 SOLID BLOCKING AT CONNECTION POINTS, SB TYP, PURLIN, SEE FLOOR PLAN FOR SIZE S9 2' X 6' OR 2' X 8' EAVE GIRT 30 KNEE BRACE, IF REQ'D, SEE POST SCHEDULE AND DETAIL 2 11 2' X 6' X 24' OR 2' X 8' X 24' BLOCK O 1 - 3/4' 0 MACHINE BOLT THRU TRUSS T. CHORD 1 - 3/4' 0 MACHINE BOLT THRU KNEE BRACE 1 - 3/4' 0 MACHINE BOLT THRU BOLTING BLOCK 2 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 24' 8. 30' 3 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 36' & 40' 4 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 50' 5 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 60' 4 - 16d NAILS DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT NOTES FOR FOOTING DETAIL TREATED POSTS AS SIZED PER SCHEDULE VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING © UNDISTURBED SOIL • FOOTING DETAIL TREATED POST 0 (U 1 2' X 2' X 8' GIRT (FLAT) 1 4 - 1601 GAL Vi NAILS EACH GIRT TYPICAL GIRT CONNECTION TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING SI GABLE END TRUSS 0 DOUBLE INTERIOR TRUSSES 0 GABLE END POST S4 2' X 4' BOTTOM CHORD BRACING @ 10' 0' D.C. S5 2' X 3' BLOCK WITH 4 - 10d NAILS TO BOTTOM CHORD BRACE GABLE END TRUSS 8 - 1601 NAILS 2' X 6' X 18' BOLTING BLOCK 2' X 6' X 18' BOLTING BLOCK O 0 0 O 0 O 0 N.T.S. 16d NAILS CORNER POST DETAIL 3 1601 NAILS TYP, GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS DOUBLE OVERHEAD DOOR OPTION O PTIONAL FRONT ELEVATION N.T.S. v .I '1 POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "M' W X D "B" DIA. "T' REQUIRED VOLUME= 10'-0" 10'-0" 10'-0" 10'-0" 101-0" 10'-0" - 10'-0" 8'-0" 10'-0" 12'-0" 14'-0" 16,-0" 18'-0" 20'-0" 6" X 6" 18" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" NO 0.20 6" X 6" 18" NO 0.20 6" X 6" 18" z z zz....z io 0.20 6" X 6" W/2" X 6" 6" X 8" 18" 20" 0.20 0.24 6" X 10" 20" 0.24 6" X 10" 1 0.27 12-0" 12-0"10'-0", -12-0" 12-0" 12-0' 12-0" 17-0" 8'4" -12'-0" 1W-0" 16'-0" 18'-0" 20'-0" 6" X 6" SINGLE SLIDING DOOR OPTION O PTIONAL FRONT ELEVATION 12 '° 4 '\�\� '; moi\ / (�for N.T.S. 3068 MANDO❑R OPTION LA OPTIONAL FRONT ELEVATION 12 4 N.T.S. OPENING SPLIT SLIDER DOOR ❑PTI❑N O PTIONAL FRONT ELEVATION N.T.S. NOTES FOR OPTIONAL FRONT ELEVATIONS 0 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 24'-0' 0 2' X 6' HEADER 0 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 DETAIL 2 - KNEE BRACE N,TS, NOTES FOR DETAIL 2- I(NEEBRACE S1 TRUSS TOP CHORD, DESIGN BY OTHERS 0 TRUSS BOTTOM CHORD, DESIGN BY OTHERS 0 2' X 6' KNEE BRACE 0 WOOD POST, SEE POST/FOOTING SCHEDULE SS 3/4' DIA. BOLT 0 2' X 6' OR 2' X 8' TRUSS SEAT EACH SIDE OF POST @ EACH KNEE BRACE CONNECTIDN S7 NAIL KNEE BRACE TO POST WITH 4 - 16d NAILS S8 NAIL BOLTING BLOCK TO POST BRACE WITH 8 - 16d NAILS S9 4 - 10d NAILS NOTES KNEE BRACE REQUIRED WHERE SHOWN ON POST/FOOTING SCHEDULE. BRACE NOT REQUIRED AT GABLE END TRUSSES. SLIDING DOOR OPENING NOTES FOR SIDE ELEVATION 02' X 8' HEADER S2 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS TYPICAL SIDE ELEVATION 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 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' 0,0, ' X 6' OR 2' X 8' L -BRACE Od NAILS @ 6' 0.0, ' X 4' L -BRACE TRUSS WEB MEMBER TRUSS WEB MEMBER SECTION B -B SECTION B -B AT INTERIOR TRUSSES AT GABLE END TRUSS 1' - 1601 NAILS 6', 8' OR 10' POST NAILING PATTERN FO'" 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 SHEATHING REQUIRMENTZ THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED. ■ ROOF STEEL. 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT ■ FIELD SCREWS. #10 x 1 1/2' AT 9. 0.C. (NEXT TD HIGH RIB) ✓ EAVE AND RIDGE PURLIN SCREWS. #14 xl 1/2' AT BOTH SIDES OF EACH MAJOR RIB THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED. NI ENDWALL STEEL. 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT • FIELD SCREWS. #10 x 1 1/2' @ 9' O.C. (NEXT TO HIGH RIB) NE BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS. #14 x 1 1/2' BOTH SIDES OF EACH MAJOR RIB. rDIAPHRAGM SCREWS DIAPHRAGM SCREWS @ENDWALL BASE GIRT ACROSS ENDWALL DOOR HEADERSRLNDF4 ROOF END TRUSS TOP CHORD, DIAPHRAGM SCREWSI TYPICAL SCREW PATTERN, EXCEPT AS NOTED ABOVE STEEL SHEETING SCREW PATTERNS EXPIRES 12-29-2007 POST/FOOTING SCHEDULE 12' - 24' SPANS, 30 & 40 1'SF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "M' W X D "B" DIA. "T' REQUIRED VOLUME= 10'-0" 10'-0" 10'-0" 10'-0" 101-0" 10'-0" - 10'-0" 8'-0" 10'-0" 12'-0" 14'-0" 16,-0" 18'-0" 20'-0" 6" X 6" 18" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" NO 0.20 6" X 6" 18" NO 0.20 6" X 6" 18" z z zz....z io 0.20 6" X 6" W/2" X 6" 6" X 8" 18" 20" 0.20 0.24 6" X 10" 20" 0.24 6" X 10" 21" 0.27 12-0" 12-0"10'-0", -12-0" 12-0" 12-0' 12-0" 17-0" 8'4" -12'-0" 1W-0" 16'-0" 18'-0" 20'-0" 6" X 6" 26" 26" 3'-0" 3'-0" 3'-0" NO__ NO 0.29 0.29 6" X 6" 6" X 6" W/2" X 6" 6" X 6" W12" X 6" 26" NO 0.29 26" 3'-0" NO 0.29 6" X 8" W/2" X 6" 6" X 8" W/2" X 6" 6" X 10" W/2" X 6" 26" 26" 26" 3'-0" 3'-0" 3'-2" NO 0.29 0.29 0.36 NO NO POSTIFOOMNG SCHEDULE 30' SPANS, 30 & 40 PSF UVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "1f' W X D "B" DIA. "T' REQUIRED VOLUME YD3 10'-0" 10'-0" 1W-0" 10'-0" 10'-0" 10'-0"_ ---- 10'-0" 10'-0" - 10'-0" 8'-0"6" 10'-0" 174" 14'-0" _ 16'-0" 18'-0" 20'-0" 22'-0" -- 24'-0" X 6" 26" 3'-0" 3'-0" NO 0.29 6" X 6" 26" NO 0.29 6" X 6" W/2" X 6" 6" X 6" W/2" X 6" 6" X 8" 26" 26" 26" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'4" 3'3" NO__ NO 0.29 _ 0.29 NO 0.36_ 6" X 8" W/2" X 6" 6"X 8" W2" X 6" 6" X 10" W/2" X 6" 6" X 12" 26" 26" _ 26" 26" NO 0.36 NO 0.36 NO 0.36 NO 0.38 12.0" 12-0" 12-0" 12-0" 12-0"_ 12-0" 12-0' 12-0" 12-0" 8'-0" 1O'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 241-0" 4 -- -0" 6" X 6" 28" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-2" 0 0 0 0 0 0 0 0 ZZ Z ZZ Z,.Z.Z 0.36 0.36 0.36 0.41 __0.41 - 6" X 6" 28" 6" X 6" W/2" X 6" 6" X 8" 28" 28" 28" 28" 6" X 8" W@" X 6" 6" X 10" 0.41 6" X 12" 28" 0.41 0.43 6" X 12" W/2" X 6" ------------ 6" X 12" 28" - 28" 3'4" - NO 0.48 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" -Th10'4" 8'4" 10'-0" 12'-0" 14'4" 16'-0 " 18'-0" 20'-0" 22'-0" 2- 24'-0" 6" X 6" 28" 3'-0" 3'-0" zlzzzz:zzz us 0 0 0.0.0,0'0.0 � I 0.36 6" X 6" 28" 0.36 10'-0" 10'-0" -0 10'" 10'-0" 10'-0" 10'-0" - -- 10'-0" 6" X 6" W/2" X 6" 28" 3'-0" 3'-0" 3'-0" 3'-0"_ 3'-0" 3'-0" 3'-2" 0.36 6" X 6" W/2_"_X 6" 6" 8" X 28" 28" 28" 28" 28" 28" 0.36 0.41 6" X 8 8"W/2" X 8" 6" X 10" 0.41 0.41 0.41 6" X 10" W/2" X 6" 1 6" X 10" W/2" X 6" 0.43 12-0" 12-0" 12-0" 124" 12.0" 124" - 12-0" 12-0" 124" 8'-0" 10'-0" 12'-0" 14'-0" 16'-0" -0 1W" 20'-0" 22'-0" - 24'-0" 6" X 6" 32" 3'-0" 3'-0" 3'-0" V-0" 3'-0" V-0" 3'-0" 3'-2" NO 0.44 6" X 6"_ 6" X 6" W/2" X 6" 6" X 8" 32" 32" - - 32" NO 0.44 NO 0.44 NO 0.44 6" X 8" W/2" X 6" 6" X 10" 32" __- 32" 32" 32" NO 0A4 NO 0.44 6" X 10" W/2_" X 6" 6" X 12" NO 0.44 NO 0.47 6" X 12" W/2" X 6" 32" 3'-3" NO 0.49 POST/FOOTING SCHEDULE 40' SPANS, 30 & 40 PSF UVE LOAD POST COLUMN FOOTING KNE BRACE CONCRETE SPACING "FT W X D "B" DIA. 'T' REQUIRED VOLUME YD3 10'-0" 10'-0" 10'-0" 10'-0" ----- 10'-0" 10'1 -0"" 10'-0" 1W-0" 10'-0" 10'-0" 8'-0" 10'-0" 12'-0" 14'-0" 16'-0" 16'-0" 18'-0" 2V-0" 22'-0" 24'-0" 6" X 6" 30" 3'-0" 3'-0" NO 0.41 6" X 6" 30" NO 0.41 6" X 6" W/2" X 6" 6" X 6" W/2" X 6" 6" X 8" 30" 30" 30- --" 3'-0" 3'-0" - " 3'-0" NO 0.41 NO 0.41 YES 0.41 0. 0.41 6" X 8" W12" X 6" 6" X 8" W!2" X 6" 6" X 10" 30" 30" 30" 30" 30" 3'-0" 3'-0" W-0" 3'-0" 3'-2" NO NO0.41 NO 0.41 6" X 10" W12" X 6" 6" X 12" NO 0.41 YES 0.43 12-0" -- 12-0" _12.0" 1 2-0" 12.0" _- 2 - 12-0" - --17-0" _ 12-0" - 8'-0" 10'-0" 12'-0" - 14'-0" 16'-0" -- 18'-0" -O -20'" 27-0" 24'-0" 6" X 6" 33" 3'--0" 3'-0" 3'-0" -T-0"- 3'-0" 3'-0" 3'-0" 3.0"' V-2" NO 0.47 6" X 6" 33" NO 0.47_ 6" X 6" W/2" X 6" 6 " X 8" - ---- -- 33" -33" - - 3 33" - 33" 33•• 33" NO ----NO 0.47 047 6" X 8" W/T' X 6" -- - -- - - - - 6" X 10" NO 0.47 NO 0.47 6" X 10" W/2" X 6" 6" X 12" NO __0.47. - 0.49 NO 12.0 6" X 12" W/2" X 6" 33" 3'-2" NO 0.67 POST/FOOTING SCHEDULE 48' TO 62' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "FT W X D "B" DDA. "T'. REQUIRED VOLUME YD3 -10'-0" 8'4" 6" X 6" 34" 3'-0" NO 0.66 10'-0" 10'-0" -12'-0" 6" X 6" 34" 3'-0" NO 0.66 10'-0" 6" X 6" W/2' X 6" 34" 3'-0" NO 0.66 10'-0" 14'-0" 6" X 6" W/2" X 6" 34" 3'-0" NO 0.66 1V-0" 1W-0" 6" X 8" 34" 3.4" YES_ W66 10'-0" 10'-0" 16'-0" 18'-0" 6"X8"W/2"X6" 6" X 8" M112" X 6" 34" 34" 3'-0" 3'-0" _ NO NO _ _ _ 0.66- 0.66 10'-0" 20'-0" 6" X 10 • 34'• 3,4" YES -- 0.66 10'-0" - - -- 22'-0" - - 6" X 10" W/2" X6" --- . --3-- 34" 3'-0" NO 0.66 10'-0" 24'-0" 6" X 12" W/2" X 6" 34" 3'-0" YES 0.66 12.0" - 8'4" - 6" X 6" 36" 3'-0" NO 0.62 12-0" - 10'-0" -124_ 6" X 6" W12" X 6" --- - - - 36" --- r- 3'-0" NO 0.62 _1_._._ _12'-0" 6"X6"W!T'X6" 36" 3'-0" NO 0.62 -12.0" 14'-0" -16'-0" 6" X 8" 36" 3'-0" NO 0.62 12.0" 6" X 8" W/2" X 6" 36" 3'-0" NO 0.62 12.0" 1W-0" 6" X 10" 36" 3'-0' YES 0.62 12-0" _124" 2W-0" 274" 6" X 10" VIRT X 6" 6" X 12" VET X 6" 36" 36" 'V-0" _ V4" NO NO 0.62 046 12-0" 24'-0" 6" X 12" W/2" X 6" 36" 3'-2" NO 0.66 POST/FOOTING SCHEDULE 64' TO 60' SPANS, 30 & 40 PSF UVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "K' W X D "6' DIA. "T' REQUIRED VOLUME YD3 10'-0" 8'-0" -face6" 6" X 6" 36" 3'-0" NO 0.62 10'-0" X 6" 36" 3'-0" NO 0.62_ 10'-0" 12'-0" 6" X 6" W/2" X 6" 36" 3'-0" NO 042 10'-0" 14'-0" 6" X 8" 36" 3'-0" NO 0.82 10'-0" --10'-e- i6'-0" 6" X 8" W/2" X 6" - ---- 36" 3'-0" NO 0.62 18'-0" 6" X 10" 36" 3'-0" NO 0.62 101477-20'-0" 10'-0" 22'-0" 6" X 10" W/2" X 6" 6" X 10" W12" X 6" 36" 36" - 3'-0" 3'-0" YES NO - 0.62_ 0.62 10'-0" 24'-0" 6" X 12" 36" 3'-2" - YES 0.66 12-0" 8'-0" 6" X 6" 40" 3'-0" NO 0.70 124" 10'-0" 6" X 6" W/T' X 6" 40" _ . 3'-0" NO 0.70 12-0" 174" 6" X 8" 40" x4" NO 0.70 12-0" 14'-0" 6" X 8" W/2" X 6" 40" 3'-0" NO 0/0 12-0" 16'-0" 6" X 8" Wl2" X 6" 40" 3'-0" NO 0.70 12-0" 18'-0" 6" X 10" 40" 3'-0" YES 0.70 12.0"_ 12-0" 20'-0" 22'-0" 24'-0" 6" X 10" W/2" X 6" 6" X 12" W/2" X 6" 6" X 12" W/2" X 6" 40" 40 " -- 40" 3'-0" 3' -0" 3'-2" NO --0 NO - NO 0.7 __12-0" 0.70 0.73 NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6" LAMINATIONS. 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR #2 TREATED POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR #2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X 3'-0" DEEP FOR WALL HEIGHTS TO 16'-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". WAMBEKE ENGINEERING 2913 E. 61st Court Daniel Waribeke, P. E. Spokane, WA 99223 Telephone. 509-443-6186 Fax' 509-448-6582 a -nail dwambeke@msn,cam STRUCTURAL DESIGN FOR POST FRAME BUILDINGS 12' TO 60' SPANS, 30 & 40 PSF LIVE LOAD, 2003 IBC ZIEGLER LUMBER COMPANY 620 EAST HOLLAND AVENUE SPOKANE, WASHINGTON 99218 BY DRAWN WAMBEKE DATE 1-30-06 DRAWING NO.. ZIEGLER.IBC2003.06 CHECKED REV BY DATE DESCRIPTI❑N OF CHANGE PROJECT 2006 SCALE: NIS. SHEET. 1 DF 1 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 CORRECTIOI REVIEWED FOR MPLI SPOKANE VALLEY DI JG D VISIONS -PA