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2006, 09-26 Permit App: 06003753 Pole Bldg
Project Number: 06003753 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 9/26/2006 Page 1 of 3 Project Information: Permit Use: 24 X 36 POLE BUILDING Contact: WILLIAMS, TRAVIS Address: 2915 S FOX RD C - S - Z: SPOKANE VALLEY, WA 99206 Setbacks: Front Left: Right: Rear: Phone: (509) 216-7907 Group Name: Site Information: Project Name: Plat Key: 002392 Name: SKYVIEW ACRES ADD District: F Parcel Number: 45284.1615 SiteAddress: 2915 S FOX RD Location:: CSV Zoning: UR -3.5 Water District: Block: 16 Lot: 15 Urban Residential 3.5 Area: ;,000.00 Acres Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Owner: Name. WILLIAMS, TRAVIS Address: 2915 S FOX RD SPOKANE VALLEY, WA 99206 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Flood Plain Released By: Building Plan Review Originally Released: 9/20/2006 By: amblake Released By: - Driveway/Approach Originally Released: 9/20/2006 By: TMELBOU Released By: Septic Sys Review Originally Released: 9/20/2006 By: amblake Released By:..• - connecting to sewer Originally Released: 9/26/2006 By: amblake Operator: AMB Printed By: AMB Print Date: 9/26/2006 09/21/2006 09:34 5093241567 SEF 21 2006 10:30 FR Project 03753 Inv: I k- . �v tenet :•V" Setbacks: ?tont n: SRHD EHS Application THIS IS NOT A PERMIT will be assessed for commencing work without a permit PAGE 01 TO 3241567 P.21/04 Date: 9/18/2006 Page 1 of 2 X 36 POLE BUILDING Left Right: Rear. Shtfrfornetrtion: Piat:Cey 002392 Name: SKYVIEWACRES ADD Pat cc I'gumber: 45284.1615 IiiteAddress: 2915 S FOX RD Contact: WILLIAMS, TRAVIS Address: 291S S FOX RD C - S - Z: SPOKANE VALLEY, WA 99206 Phone: (5009)216-7907 Group Name: Project Name: Block: 16 Location:: CSV Zoning: UR -3.5 Urban Residential 34 Water Dlsaict Area: 1,000.00 Acres Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 8aviewl;iP.7nation:,..,.....—.....::............_.:. _ trio em Flood Plain District: F Lot: 15 Owner: Name: WILLIAMS, TRAVL4 Address: 2915 S FOX RD SPDXANE VALLEY, WA 99206 Hold: 0 Depth: 0 Right Of Way (ft): 0 Bolldi ng Plan Review D rt. e way/Approach Sept It: Sys Review C / SG ervrf4v5. @c Ga un s ning(IIE tidos Z */51q Lv J 2 C Op':ttum: AMB SEP 21 2006 10:56 Printed By: AMS _J � fin 9 . G✓/R 4 ked G al :111, �e lidi':UifaaeLP Print Datt: 9/18/2006 5093241567 PAGE.01 Project SEF 21 2006 10:30 FR 03753 Inv: 1 Application F THIS IS NOT A PERMIT t3 (IN rk' s will be assessed for commencing work without a permit Pro ect l �N '+rtr manPerX 36 POLE BUILDING Contact WILLIAMS, TRAVIS amatmay t%¢): e TO 3241567 P.01/24 Date: 9/18/2006 Page 1 of 2 Setbacks: dont Left: Right: Rear: Site lnforntation: Plat 3e y 002392 Name: SKYVIEW ACRES ADD Pat col Vumber: 45284.1615 Block: 16 ;iiteAddress: 2915 S FOX RD Location:: CSV Zoning: UR -3.5 Urban Residential 3.5 Water District: Area: 1,000.00 Acres Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review L jr,mation: Ravi e v Flood Plain Build:: ng Plan Review D rit a way/Approach Address: 2915 S FOX RD C - S - Z: SPOKANE VALLEY, WA 99206 Phone: (509) 216-7907 • Group Name: n d Project Name: District: F Lot: 15 Owner: Name: WILLIAMS, TRAVIS Address: 2915 S FOX RD SPOKANE VALLEY, WA 99206 Hold: ❑ Depth: 0 Right Of Way (ft): 0 AIIISIZOIICIII Opir; tut AMB Printed By: AME Print Date: 9/18/2006 09/19/2006 08:26 5093241567 SEP 13 2006 16:43 FR �Inv, 2 Application Pi ujr:Nonbet: Bi6U,3'53 THIS IS NOT A PERMIT ork without a permit Penalties will be assessed for commencing Eget x ralbn+X 36p- r nact: W1LLIAMS, TRAVIS 1'o m S Um: 24 X 36 POLE BUILDING AddretP 1971 A FOX 1W V wA 99706 C - s - Z: $P111(ANP: VALLR , Prose: (509)216-1907 Sauuks: Moat Left: Right: Rear. OrouP Nems: project Name: SRHD EHS TO 3241567 pate: 9/1012006 PAGE 01 P.0iiO3 Page 1of2 ,t'jA_ram t Dslikc R fay AI tl Plat Kett 002392 Nast: `SAYVDLW ACRES ADD nmbe+: 16294.1619 BIDc1C 16 _ I.mt 15 Owner: Namb' wI,LIAMS,'2'RAVIS slceAddosc 2915 S FOX RD Addreoe: 2915 S FOX RD CTORANB vALL/Y, WA 99206 Leootias:•. CSV Z, ming: U11•3.6 Urban Rmdde tial 3S WSt& 0 mf Dtp}IOt: Area: I,e60.ntt Acts Width: 0 Depth: B B &,IOIWay (Sp 0 Nin cifIAdpc 0 Nbrufilxallinle; 0 j144r w nuah0 ' Maud Picea Bending Plan Review — •"/ter- r •F Vit"-- __ Rrmvcwa9/APproaaa Septic Sys Review Sec. i .Z— /o";d te,"-a SLwP _ nfigad /1efevie� r ' •'i i.andu+d2eniot.Jt3E Coati no1t'4�d31Y:. Opel n c AMB SEP 19 2006 09:48 Primed Ry AMB Ytlnt Data: 9f1 B/1006 5093241567 PAGE.01 Project Number: 06003753 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 9/26/2006 Page 2 of 3 Landuse/Zoning/HE Conditions Released By: See conditions regarding side flanking setback on south side of detached structure Originally Released: 9/19/2006 By: kkendall Pertnits • Building Permit Contractor: OWNER Firm: OWNER Phone: (000) 000-0000 Description Grp Tvpe Notes POLE BDLG U-1 VB Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE This Application: Sq Ft Valuation 864 $16,416.00 Total Project: Sq Ft Valuation 864 $16,416.00 Totals: 864 $16,416.00 864 $16,416.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Operator: AMB Printed By: AMB Permit Total Fees: Print Date: . Fee Amount $279.25 $69.81 $4.50 8353.56 9/26/2006 Project Number: 06003753 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 9/26/2006 Page 3 of 3 Notes • (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)0 SOME EXAMPLES OF POTENTIAL OUTSIDE RESOURCES INCLUDE PLAN REVIEW, CONSTRUCTION INSPECTION AND SURVEYING. 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. There shall be no vehicle access to 30th Avenue directly from the south side of the detached structure. KEK Payment Summary: .- Permit Type Fee Amount Invoice Amount Amount Paid - - ount Owin Building Permit $353.56 $353.56 $0.00 $353.56 $353.56 $353.56 $0.00 $353.56 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: AMB Printed By: AMB Print Date: 9/26/2006 S icane Valley Community Dflv=lnom^-:t Permit Center 1 11707 E Sprague Ave, Suite 106 D E cC E H E Spokane Valley, WA 99205 (509)588-0036 FAX: (509)688-0037. „ . -„ t_a e;,,,,e SEP ';t , l6 V Residential Construction Permit Application D New Construction o Addition/Remodel o Other: ljPER1.iIT2NTUWiBER:37 63 I [_ERMIT FEE: • Accessory Bldg o Deck SITE ADDRESS (Pi/'5 bX ' ASSESSORS PARCEL NO: 1{'L; a� r i io(•c LEGAL DESCRIPTION: Building owner :. Name:1 U, A • tot 11I IQ W1s Address: ,2(G 5[) - Fb)< Q -C- - City: , Zipqn 94 (V jJ 15 Phones alio-790) Fax: NA _Contact Person • - - N�✓r.5 01, /'%i0&/15- Phone cidS Phone Contractor - , ', .•• Name: jJ 15 V . . t 0411 - Address: , • GARAGE SQ. FT : ge.e41/ ,1-g.PROPERTY- — X , City: SO; CONSTRUCTIOTYPE: Zip: 'f9-110 Phone: ,- • , k -790 ax: ' Lic No: Exp. Date: City Business Lic No: Describe the scope of work in detail: Cost of Project: ,9(-11 X 3c Rpte Coo.R3P $ 7.?Oa cc ************** following MUST be complete: (write N/A if not applicable)********************** HEIGHT TOr PEAK: �Cf DIMENSIONS: # OF STORIES: I TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. FTG: 2"D FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FT : ge.e41/ ,1-g.PROPERTY- DECK/COV. PATIO SQ. FTG: 30% SLOPES ON # OF BEDROOMS: CONSTRUCTIOTYPE: HEAT SOURCE: SEWER OFFSPE TIC) 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 or additional information may be required to be submitted, and subsequently approved before this application can be processed. Signature Date( -fie Method of Payment: (Faxed permit applications will only be accepted with major bankcard) 0 Cash ❑ Check ❑ Mastercard ❑ VISA Bankcard #: Expires: VIN#: Authorized Signature: REVISED 8252005 ❑ Other c 7 1S ecc PLANNING DEPT. APPROVED D TE. gbAfi CE D1llDk) \/C IMelt- aID corn --fit Wit7 f C L c? r T `e 16 ba icox �DD ' tnY 2(4 20'30bd 92:L0 900E TE d3S t M. N),Ruao&C Occk F,elc+ Icto."6 easemey14- o -q i S . a5. C KFS - x36. r gate/x.94 HopCstd Accessory 6+Puc+uce r ccb a1' 2e&ic ice agI5 to- Fo?c g'd Z0'd 211816860S fox a. SWCI77IM SIA0ell WV 02:90 9002-IZ-d3S TO*301dd BZ:LO 900? TZ d3S *COM I. COW \ ks' 11 I ttOavS a_+ re-q\5- OCD. Fox TO "d l 211816860S SWtl I -I -IIM SI Atl2il Wtl 02:90 9003-TZ-d3S an- of pokane _ :.,:,,.: `alley 11707 E Sprague Ave Suite 106 0 Spokane Valley WA 99206 509.921.1000 1 Fax: 509.921.1008 / cityhall®spokanevalley.org Fax To: � l wOU), W oLnu) Fax: S tt -2J; 5d-75 %5 Phone: at � - � 9: O1 Re:aQ ,K 3 From: Anita Blake Pages: 41) Date: CC: RD a R tails °m Lance @ ecu Mau)Want - 1 atn i-a-eF hum GC5i-D23/ 09/19/2006 08:26 5093241567 SRHD EHS spoKANg.gorpwry i700:414,1171 DISTRICT E. O. PLOEGER. M. D., M.P.H., HEALTH OFFICER N. 819 JeHersen 8tteet Spoken, Washlegtum 99201 DATE/64r.-1: z°. v.aL 4Y.Y �j /' 4.49 / PEIINIT NO. ' ' '71 Name N4 06672:. PAGE 02 7 0 APPLICATION FOR PERUIT'TO igTALL OR RECONSTRUCT'SENAGEDISPOSAL FACILITIES roe s Phone No Addressof Proposed Site Type of Use -.1+ isbasementfor building planted?-� �-- Nunber of Bedroods ' lliilding.Capacity Camp. Capscity ^!rhe rr Drywall WAter bleppl '(City, Well'; Spring). ,Tjeptic tank capacity LS gala Style of tat* leegth of disposal field s+,.l.� Absorption Pita ' (11 Show relative location aft Prop>eed battier septic talkie. disposal field. well. garoge,amd ether out bulidiagi. 121 Make note of any heavy elope or swampy area et any other important topographic detail!. 1J Ib: . Installer _Leech Bad t Final Inspection r: tftalFI �M % •"� •ri INIUMII leemarb• 7 — - .� '.i l mer/de 1/ o%-•qcs4:02.0 . CONTRACTOR Pet; 4.44 a•V.lLLL.L saw Fe epoka.. coutly H.atth oisvlet • ]Z'/ WKONO*kT TUATsugk t tonin of Q Tilt disposal Geld. Q Seepage pits Oche! SEP 19 2006 09:49 509324156? PRGE.02 0 0 NOTES FOR FLOOR PLAN CD INTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET C2 GABLE WALL POSTS - 6' X 6' TYPICAL DOOR POSTS - 4' X 6' TYPICAL FOOTING DIMENSIONS, B :+ 1' 8'j D = 3' 0' MAXIMUM POST SPACING 12' 0' �3 PURLINS @ 24' O,C„ BEARING OR JOIST HANGERS (TYPICAL) 2 1- 0 w J A h w N a h z J o_ / SPANS 12' TO 60' PURLIN C❑NNECTI❑N METHODS! A). PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD'. FACES W/ STD, SIMPSON J❑IST HANGERS OR EQUAL. B)' PURLINS MAY BE BUTTED AND NAILED W/(2) 16d NAILS C) INTO EACH PURLIN, PURLINS MAY BE LAPPED AND NAILED W/(3) 16dNAILS, fON CONNECTION METHODS 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN V/(1) 16c1 NAIL INT❑ EACH TOP CHORD MEMBER V▪ ) I J • NH X 1 :4 __1 N 0 - NG. W 0- 0 WI N o N CU SEE ' DETAIL PLAN VIEW SEE ' DETAIL NOTES FOR SECTION A -A SI TYPICAL PURLIN, SEE FLOOR PLAN FOR SIZE ggp TRUSS DESIGN BY OTHERS S3 2' X 6' @ 24' ac,, 10' BAYS 2' X 6' @ 24' O.C., 12' BAYS DF -L #2 GIRTS FLAT @ 24' 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 WOODFAST TEKS. SEE D 2AIL SEE FOOTING .tea DETAIL BUILDING SECTION A -A N,T,S. 00. 4 12 \'1 1 1 1 1 moi`/` •Iftrat ,aa i 1 1 1 1 20' 0' MAXIMUM ® 1 1 ■ 1 ■ SINGLE OVERHEAD DOOR ''OPTION 170 FRONT ELEVATION NOTES FOR FRONT ELEVATION N,T.& 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' 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 CI TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT 111 6 puRkiN Ater HDNgE o TIpN `HU aN8eCT10N NOTES FOR CONNECTION DETAIL 0 MANUFACTURED TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTER S2 PURLIN SUPPORT STRUT 2' X 6' X;JLL DEPTH OF TOP CHORD PLUS PURLIN: NAIL PURLINS W/(3) 16c1 NAILS S3 NAIL STRUT TO TOP CHORD W/(3) 1d NAILS EACH SIDE, O MANUFACTURED TRUSS - NAIL TO EtH SIDE OF POST WITH 4 - 16c1 NAILS ON TOP NAILING BLOCK SS WOOD POST, SEE POST/FOOTING SC1:DULE, 0 4 - 10d NAILS S7 SOLID BLOCKING AT CONNECTION PQJTS, SB TYP' PURLIN, SEE FLOOR PLAN FOR;IZE S9 2'X6.OR2'X8'EAVE GIRT 10 KNEE BRACE, IF REQ'D, SEE POST SHEDULE AND DETAIL 2 Si 2' X 6' X 24' OR 2' X 8' X 24' LOCK CO 1 - 3/4' 0 MACHINE BOLT THRU TFSS T. CHORD 1 - 3/4' 0 MACHINE BOLT THRU KINE BRACE 1 - 3/4' 0 MACHINE BOLT THRU BCTING BLOCK 2 - 3/4' 0 M. BOLT @ BOLTING BLDK - 24' & 3 3 - 3/4' 0 M, BOLT @ BOLTING BI2K - 36' & 40' 4 - 3/4' 0 M, BOLT @ BOLTING BL:K - 50' 5 - 3/4' 0 M. BOLT @ BOLTING BL K - 60' 04 - 16d NAILS • (`7 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 ©3 UNDISTURBED S❑IL 1 - GI FOOTING DETAIL TREATED POST N.T.S. 4 - 1601 GALV, NAILS EACH GIRT G' X 6' IRT (FLAT) 2'X 8' TYPICAL GIRT CONNECTION TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING S1 GABLE END TRUSS 0 DOUBLE INTERIOR TRUSSES 6 GABLE END POST S4 2' X 4' BOTTOM CHORD BRACING @ 10' 0' SS 2' X 3' BLOCK WITH 4 - 10d NAILS TO BOTTOM CHORD BRACE O,C, N.T.S. 16c1 NAILS GABLE END TRUSS 2" X 6' X 18' BOLTING 13LOCK 2' X 6° X 18' BOLTING BLOCK N.T.S. DOUBLE OVERHEAD DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. 'V v A. SINGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION 12 N.T.S. 3068 MANDOOR OPTION LA OPTIONAL FRONT ELEVATION NT,S, OPENING 16d NAILS CORNER POST DETAIL 3 - 16d NAILS TYP, GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS SPLIT SLIDER DOOR OPTION OPTIONAL FRONT ELEVATION NOTES FOR OPTIIINAL FRONT' ELEVATIONS 0 HALF TA`'USS DESIGN BY OTHERS 0 2' X 10''° HEADER UP TO 12'-0' DOORS 2' X 1 ' 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' KINGP❑ST N,T,S DETAIL 2 - KNEE BRACE N,T,S, NOTES FOR DETAIL 2- KNEEBRACE S1 TRUSS TOP CHORD, DESIGN BY OTHERS S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS 0 2' X 6' KNEE BRACE S4 WOOD POST, SEE POST/FO❑TING SCHEDULE 0 3/4' DIA, BOLT 0 2' X 6' OR 2' X 8' TRUSS SEAT EACH SIDE OF POST @ EACH KNEE BRACE CONNECTION 0 NAIL KNEE BRACE TO POST WITH 4 - 16d NAILS S8 NAIL BOLTING BLOCK TO POST BRACE WITH 8 - 16d NAILS 0 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 -GA-BLE -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 10c1 NAILS @ 6' O.C, Od NAILS @ 6' D.C. ' X 6' OR 2' X 8' L -BRACE L -BRACE TRUSS WEB MEMBER TRUSS WEB MEMBER SECTION B -B SECTION B -B AT INTERIOR TRUSSES AT GABLE END TRUSS 6', 8' OR 10' POST 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 REQUIRMENTS THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED' ✓ ROOF STEEL' 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT ✓ FIELD SCREWS' 1110 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB> ■ EAVE AND RIDGE PURLIN SCREWS' 014 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' 010 x 1 1/2' 9 9' O.C. (NEXT TO HIGH RIB> ✓ BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS' 614 x 1 1/2' 6 BOTH SIDES OF EACH MAJOR RIB, DIAPHRAGM SCREWS BEND' ALL ODOR Ef EAADE SHDIg G BL AENDGTRLSS TOP CHORD, EAVE & RIDGE P REDS ON BOD DIAPHRAGM_ EREWSI TYPICAL SCREW PATTERN, EXCEPT AS NOTED STEEL SHEETING SCREW PATTER POST/FOOTING SCHEDULE 12' - 24' SPANS, 30 & 40 PSF LIVE LOAD COLUMN POST SPACING 10'-0" 10'4" 10'-0" 10'-0" -Tear 10'-0'_ 10'4" 12-0" 12-0" 12-0' 12-0' 12._0' _ 174" "H, FOOTING KNEE BRACE CONCRETE 8' O" 10'4" 12'-0" 14'4" 161 -CF - 16'41r 6' -0"18'4 r 16'4" Tice WXD 6"X6" 6"X6" 6" X 6" 6"X6"W/2"X6" 6" X 8" --.- 6" X 10" "B' DIA. "7" REQUIRED VOLUME, YD3 6" X 10" 6" X 6" 6" X 6" 6"x6'wir'x6" 6 X 6"iniir' X 6" 6"X8"Wl2"X6' 6"`X 8'' W/2" X 6" 18" 18" 18" 18" 20' 20" 21" 26" 26" 26" 26" 26" 26" 26" 3'O" 3'-0" 3,-0" 3.,0„ 3'-0" 3'4" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3.4" 3'-2" NO NO NO NO NO NO NO NO NO NO 0.20 0.20 0.20 0.20 0.24 0.24 0.27 _0.29 0.29 0.29 NO NO NO NO 0.29 0.20 0.29 0.36 POST/FOOTING SCHEDULE 30' SPANS, 30 & 40 PSF LIVE LOAD POST SPACING 10'-0' -10'4r 10'-0' 10'-0' 10'-0" 10'4" "k, COLUMN 8'-0" 10'4" 12'-0" 94'4" 96'4" 18'4" 22'-0" 24',O" WXD. 6" X 6" 6"X6" 6"X6"W/2"X6" 6"X6"W/7'X6' 6" X 8" 6"X8"W/2"X6" 6" X 8" W2" X 6" 6"X10"W/2"X 6" 6" X 12" FOOTING "B" DIA. 26" 26" 26'- 26" 26" 26" 26" 26" 26" "I" 3,-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'4"" 3.4" 3%2" 3'3" KNEE BRACE REQUIRED NO NO NO NO NO NO NO NO NO CONCRETE VOLUME, YD3 0.29 0.29 0.29 0.29 0.36 0.36 0.36 0.36 0.38 124" 124" 12.0" 12.0" 124' 12-0' 12-0' 8'-0" 10'4" 12'-0" 16'-0" 18'-0" 24'4" 6" X 6" 6" X 6" 6"X6"W/2"X6" 6" X 8" 6"X8"W/7"X6'_ 6"X 10" 6" X 17' 6"X12"W/2"X 6" 6" X 12" 28" 28" 28" 28" 28". 28" 28" 28" 28" 3'-0" 3'-0" 3,-0" 3'-0" • T-0" 3,-0" 3'-0" 3'-2" 3,-6" NO NO NO NO NO NO NO NO NO 0.36 0.36 0.36 0.41 0.41 0.41 0.41 0.43 0.48 POST/FOOTING SCHEDULE 36' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN SPACING "14' WXD FOOTING BDIA. "Tr KNEE BRACE REQUIRED CONCRETE VOLUME, YD3I 10'4" 10'4" -161r-41 10'-0" 10'4" 8'-0" 10'-0" 12'4" 14'4" 16'4" 18,4,s 22'4" 24,4„ 6" X 6" 6" X6" 6"X6"W/2"X6" 6" X 6"WW2"X tr. 6" X 8" 6" X 8"W/2" X 6" 6"X10".. ----- 6"X 10"W/2"X6" 6" X 10" W/2" X 6" 28" 28" 28" 28" 28" 28" 28" 28" 28" 3%0" 3,-0" 3'-0" 3'-0" 3'4" 3'-0" 3'4" 3'-0" NO NO NO NO NO NO NO NO YES 0.36 0.36 0.36 0.36 0.41 0.41 0.41 0.41 0.43 124" 124" 12-0' 12-0' 12-0' 12-0" 12.0' 12-0" 8'4" 10'-0" 12'4" 14'4" 16'4" 18'4" 20"O" 22'4" 24'4" 6"X6" 6" X 6" 6" X 6" W/2" X 6" 6" X 8" 6"X8"W/7'X6" 6" X 10" 6" X 10" W/2" X 6" 6"X17' 6" X 12" W/2" X 6" 32" 12" 32" 32" 32" 32" 32" 32" 32" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3,4" 3'-2" NO NO NO NO NO NO NO NO NO 0.44 0.44 0.44 0.44 0.44 0.44 0.44 0.47 0.49 POST/FOOTING SCHEDULE 40' SPANS, 30 & 40 PSF LIVE LOAD POST SPACING 10'-0" 10,4"- 10'-0"_ 10'-0" 10'4" "14' COLUMN 8'-0" 10'-0" 12'-0" 14'-O" 16'4" 16'-0" 18'-0" 20'4" 22'4" WXD 6" X 6" 6" X 6" 6"X6"W/2"X6" 6"X6"W/7'X6" 6" X 8" 6"X8"W/2"X 6" 6"X8"W/2"X6" 6" X 10" ------ 6"X10"W/2"X6" 6" X 12" ---- FOOTING "B' DIA. 30" 30" 30" 30" 30" 30' 300 30" 30" 30" "T' 3'-0" 3'-0" 3'-0" 3'-0" 3,-0" 3,-0" 3'-0" 3'-0" 3'-0" 3'-2" KNEE BRACE REQUIRED NO NO NO NO YES NO NO NO NO YES CONCRETE VOLUME, ''D3 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.43 I EXPIRES 12-29-200 I 124" 12-0" 8'4" 10'4" 12'-0" 6" X 6" 6" X 8" 6" X 6" W/7' X 6" 6" X 8" 6"X8"W/2'X6" 6"-X-10" 6"X10'W /2"X6" 6"X12" 6" X 12" W/2" X 6" 33" 33" 33" 33" 33" 33" 33" 33" 33" 3,4" 3'-0" 3'4" 3'-0" 3'-0" "3'-0" 3'-0" 3'-2" 3,-2„ NO NO NO NO NO NO - NO NO NO 0.47 0.47 12-0" 1- 20' - 12-0 •=12.42"=- 12'4" 2.42" 12'-0" -124" 12-0" POST/FOOTING SCHEDULE 48' TO 52' SPANS, 30 & 40 PSF LIVE LOAD POST SPACING 10'4" __ 10'-0" 10'4' 0-0 10-0 -10-0'` 10'4" 14'4" 20'-0" 22'4" 24'4" „k, COLUMN 10'4' -12 4' 14'-0" 16'4" 164 18'4" za4 274" 24'-0'I WXD 6" X 6" 6" X 6" 6"X6"W/7'X6" 6"X6"W2"X6" 6" X 8" 6" X8"W/2 X6" 6" X 8" wirX 6" 6" X 10 6" X 10" W/2" X 6" 6"X12"W/2"X 6" FOOTING B" DIA. 34" 34" 34," 34" 3344" 3434"" 34" 34" 3'-0" 3.-0" 3'-0" 3'-0" 3,4" 3-0" 3-0" 3-0" 3,-0" 3,-0" KNEE BRACE REQUIRED NO NO NO NO YES NO NO YES NO YES 0.47 0.47 0.47 047-- 0.47 :47- - 0.47 0.49 0.67 CONCRETE VOLUME, YD3 0.66 0.66 0.66 0.66 0.66 0.66 0.65 0.66 0.66 0.66 12-0" 1- 2-0' - 12-0' 12-0" 12.0_ 12-0' 12-0" 8'41_ 14'4" 16'4" 18'4" 20'-0" 22'4" 24'-0„ 6" X 6" 6"X6"W/2"X6" 6"X6"W/2"X6" 6" X 8" 6"X8"1N/2"X6" 6" X 10" 6"X10"W/2"X 6" 6"X12"W/2"X 6" 6" X 12" W/2" X 6" 36" 36" 36" 36" 36" 36" 36" 36" 36" 3'-0" 3'-0" 3'-0" 3,4,' 3,4" 3'-0" 3'-0" 3'-2" 3'-2" NO NO NO NO NO YES NO NO NO 0.62 0.62 0.82 0.62 0.62 0.62 0.62 0.66 0.66 POST/POOTNG SCHEDULE 64' TO 60' SPANS, 30 8,40 PSF LIVE LOAD POST SPACING 10'-0" 10'O" 10'4' COLUMN FOOTING KNEE BRACE CONCRETE "H' WXD "B" DIA. "r REQUIRED VOLUME,YD3 10'4" 10'-0' 10'4" 10'4' 10'-0" 12'-0" 14'4" 16'-0" 18'-0" 20'4" 22'4' 24,4,E 6" X 6" 6" X 6" 6"X6"W/2"X6" 6" X 8" 6"X8"W/2"X 6" 6" X 10" 6"X10"W/2"X 6" 6"X10"W/2"X 6"X1r' 36" 36" 36" 36" 36" 36" 36" 36' 36 3,-0" 3'-0" 3'-0" 3.A" 3'-0" 3.-0" 3'-0" 3'-0" 3'-2" NO NO 140 NO NO NO YES NO YES 0.62 0.62 0.62 0.62 0.62 0.62 0.82 0.62 0.66 ti12-0V... 12-09 12.0' 124'_ 12-0" 12-0" 12-0" .1Q:4O" 12'-0" 14'-0" 16'4" 18'4" 20'-0" 22'4" 24'4" 6" X 6" 6" X 6" WIZ' X 6" 6" X 8" 40" 40" 40" 40" 40" 40" 40" 40" NO NO NO NO NO YES NO NO NO 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.73 NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6" LAMINATIONS. - 2. ENDWAU. POSTS SHALL BE 6" X 6" ROUGH CUT HEM4IR #2 TREATED POSTS UP TO 16'-'0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X' 8" ROUGH CUT HEW4IR #2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"56 X 3'-0" DEEP FOR WALL HEIGHTS TO 16L.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". AMBE-KE ENGINEERING 2913 E, 61st Court Spokane, WA 99223 Telephone' 509-443-6186 Fax' 509-448-6582 e-mail dwambekeernsn,con 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 CHECKED DATE 1-30-06 DRAWING NO.1 REV BY DATE DESCRIPTION OF CHANGE PROJECT 2006 SCALE' Ras, SHEET' 1 OF 1 D AGRAMS AND cRING LAYOUTS rnr,, r 'lir TRUSSES, BFB'' i_OORSYSTEM °r . „ RFlMING INSPECTIONS CITY COPY THIS. BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS . S cosnalley REVIEWED FOR CO7 COMPLIANCE „. SPOKANE VALLEY BU DING TMSION