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2006, 04-20 Permit App: 06001448 Pole Bldg Project Number: 06001448 Inv: 1 Application Date: 04/20/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 40 X 72 DETACHED POLE BUILDING Contact: SPOKANE POST FRAME Address: 7001 E 2ND C-S-Z: SPOKANE,WA 99212 Setbacks:Front Left: 50 Right: 5 Rear: 8 Phone: (509)926-0865 Group Name: Project Name: Site Information: Plat Key: 002084 Name: PONDEROSA ACRES 02ND ADD District: H Parcel Number: 44051.0605 Block: Lot: SiteAddress: 4522 S RAYMOND RD Owner:Name: HARMON,JAMES Address: 4522 S RAYMOND RD Location::SPO SPOKANE,WA 99206 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: .00 Acres Width: 126 Depth: 350 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information: ;; Review Building Plan Review Released By: 4 Zi (© c, Septic Sys Review Released By: FAXED TO HEALTH 4/20/06 Landuse/Zoning/HE Conditions Released By: Originally Released: 04/20/2006 By: cjjanssen Permits: Operator: CJJ Printed By: CJJ Print Date: 04/20/2006 Project Number: 06001448 Inv: 1 Application Date: 04/20/2006 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 Sq Ft Valuation Sq Ft Valuation GARAGE U-1 VB 2,880 $54,720.00 2,880 $54,720.00 Totals: 2,880 $54,720.00 2,880 $54,720.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $678.75 ACCESSORY PLANS REVIEW 1 SELECT $169.69 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $852.94 Notes: Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $852.94 $852.94 $0.00 $852.94 $852.94 $852.94 $0.00 $852.94 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: 04/20/2006 04/20/2006 10: 42 5093241567 SRHD EHS FPI 20 2005 10:29 FR TO :3241567 • Project No ber: 060011,48 Inv: AppUcat.iori Date: v4/20/2006 ot? tan S iS NOT A PERMIT11 Peuraties will be assessed for cottuuenciiig work- without permit -,:••••• iiititJr :1 '10 X 72 DETACHED POLE BUILDING Contact Sl'OKANE VitAME Adcliess: 7001 11 2ND C- -Z: SPOKANE, WA 991.12. Sethneks Front Left: 50 Right 5 Rear: ft Phone: (509) Group Mune; JPtoj::.c.t n/i/i: 'gluon rnz:A:,:ral Plat 0020$4 I.ONDERC)SA ACILES I)/11/11District: U . . Parcel Nutrilp:x: .1,10.51.0605 111look.: Lot.: S iteMciress: 4522 S 1{AY:tvl OND ao O‘Vrier.Milfle: I 121.101 ON,J A Al CS Addri:ss: 45,72 S It 1) Location::51,0 SP+ F., WA 9!) 0.; Zoning: Lat-3.5 Iit-Ixtu Residential 3.5 Water Disulct: Hold: Area: .00 Acres Width: 12(1 Depth: 350 Right Of Way (0): U Nbr of Didgs: 0 2-ibr of Dwellius: 1 P7'11'110'1; mt II n kit e;),'• view Rdens.,;(11",iy: • ••• . • • /— Sept ic Sys Review I AXEL)TO I-1.1i1A LT11 4/7.0/06 1..b,v.411 ,lc,1.1.011iiwp/1111 _ — OrtgInnity Released: 0400/2006 Dy: cii iii -1'8"1‘11:S: 4 cAVErv.ta:to=:izz.;:at MAtectorzolsmzra,-.7.:.v.r-zmr.i ........ t:' Opeint,)i: CJJ Printed By: C23.1 Print Dote: 04/20/1006 APR 20 2006 11:56 5093241567 'PAGE.01 04/20/2006 10: 42 509324.156? 5R�1 '+ "' A!'4 20 2006 10:28 FRTO 3249557 P.22/02 St:'u.KA.N]+, POST i+RA M i, INC. ),•1 1 �i c, ,� illeerl c1 Polo Buildings ..,:-.4., (l,v-Ir;,_/_._......,._(___..._.,....4y.,—____=3_,.....,._....� r —• _ ptouri -• rte+`j'7,;.ti�-'L.(ia• , • CCG, ( 0ES''ftlPl IUI( PLANNI �`" f �' , N(3•DEPT. APPROVED BY /J. +}27_._ `— 71___- C ,1'1- -i-_.... AT = ` +%teV • — C,_/74 c.' • • • • ,i v _101 i► • 1• bit 1'11'4,`(1 s. i I ,-.r --1,) 1J ./ i • tt.'il'4.\\tv.I \ \ ______... Nor , v �'"�fi'I f, M Show streets/nli,:y Sh3W septivif ti:rfct,Irttteta Shote ex-lSt IN krJsIIC(n —.,T f 9tk,W prof, tedLUflJlnq ,e, 9hc,c: ;CU,i1Ck, i r4rtt,re:.r. t Ides. (-,1/1•Lf I� ) ... Show la.i:e --" ! 1 ONG C13f TILF! - SPOKANE W ' 1 'than S' lcbrt rrly ( u: nerd f Ir eli.,M1:,-InJ(-, r :, ;rrl I i I --) tie cd,v:,lvcr'ItO•lit l,:F 1.,..4 itr mere (1•41"17,•‘..C:,,i 'e y 2:!(' A-but:Cilrr;m,rd1,e 2t( ft OM t4wer1yIIr.I ___ _—' ntfl 3 G►Ck from tit Al rxo(•rtty line jj'f j q) ) ,B•tlrpnra�lOrt - — ttr,lflrcvrtil d•-\(/t 1,3 i'ki,( Jv )- `'— -." i Mate trr,(hge- 1.0::(if lot:Ire)lrkrst to 1411(Roo J,OC+U xu (t.) U L/ :,AOIvior 101 :,o tit I u:l,itrtrj Is nu e 0L541 lox cf r0idvt+( lo(.•y than S'to VT..{Krty((1 h-need f(rcwa 11 R9Itc/(kitnrIf Id • G from 1./(4140..;„ -r c+;J f Irewatl ....SUCKS`ARf-SI t:1v1!I[FLOW, 4t11_1,I{rtU TO CI!G!Cot 0Q;+ f WHAT ZNNft(t+i 11.1(11,1.I;:I 10(1:!Alit 1tLXIE•Y"I(1Ult.t)IIi'SIZE It*Cm(.'U 11(441(1 cutra'S. +n st4e 1' J;ct07µi nrot yirctict1.4c; . 'runt ani rid+ L(rtcr :e(hlcs;-7,:,$'trc- occoer(y Me or 55'frau 4141440` Y.'t,iu;t Y .( rtioer.: .. . . ,PR 20 71,12F, 12:(71 509324156 PAGE.02 BUII�-DVG PERMIT APPLICATION WORKSHEET CiT�� lia ne . , ,�'l .:`' t� d' d a Salle Community Development Department y �, }_, J% Building Divisio:r 11707 E. Sprague Avenue, Suite 10.€ 40000Va e AI' 2005 (h= Spokane Valley, WA 9920E E?I ►e: (509) 688-0036;Fax: (509) 688-0037 J IJ REQUIRED SITE INFORMATION Street Address: '-22 - (4(1441019, s 09 v V c /41:-.{.0"- Assessor's "-Assessor's Tax Parcel Number(s): /'/O3 / OS Legal Description: PERMIT DESCRIPTION: a', Cr Airy\k IZACV1 1:/0X72-A I ?— IP IP Building Permit ❑ Change in Use ❑ Grading ❑ Manufactured Home ❑ Relocation ❑ Tenant Improvement ❑ Fire Safety ❑ Other OWNER/APPLICANT INFORMATION Fa Owner: PY►l►ce, llevsii ❑ Applicant: - Phone: 0012:55-7( Fax: _ Phone: Fax: _ Address: Aar 2.,_ - ' rn s i Address: _ � 0 , / —� .. i' / State Zip Code City State Zip Code L1 Contractor: ..S �Pca5 T F,/'AV1nE_ El Architect: Phone: f2,.6-t 5 Fax: 9Zq-s-u,4 Phone: Fax: Address: 7c0[ E. 2 .A . _ Address: �0O• iASrt - 1'7222 City State Zip Code City n State Zip Code WA State Contractor License #:SPo4A-P►`I�igm 0 Contact: . e-'-0 P )Yc - PERMIT/BUILDING INFORMATION HEIGHT TO PEAK: Zl DIMENSIONS: /'O y D� I � #OF STORIES: MAIN FLOOR TO SQ. FTG: 2FLOOR SQ. FTG: f 1 UNFIN BASEMENT SQ. FTG: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: Z ©'f'�/, DECK/COV. PATIO SQ. FTG: OCCUPANCY GROUP: CONSTRUCTION TYPE: 12 I. HEAT SOURCE: #OF BEDROOMS: TOTAL HABITABLE SPACE: IMPERVIOUS SURFACE AREA: COST OF PROJECT: /000 30%SLOPES ON PROPERTY: SEVV ERROR ON-SI SEPTIC Method of Payment: (Faxed permit applications will only be accepted with major bankcard) E Cash ❑ Check ❑ Mastercard ❑ VISA ❑ Other Bankcard#: Expires: VIN#: 4*------ - Authorized Signature: SPOKANE POST FRAME, INC. ; Engineered Pole Buildings JOB ilA►-IE Y�1 �'Y1 k� — -- — MOUE ADDRESS !Gt . A, . . y _/. ► t^/7t . q L PLANNING DEPT. APPROVED LEGAL DE RIPTION BY: : el DATE I 6L° • i Site Pian VO yv,t7Z .-`Li o VY • idnr thI`el Show streets/alley Show septic/sewer/dralnfleld Show existing buildings Show proposed building Show setbacks- front,rear,sides. ✓�' Show tot size • UUU i ONiNG CRITERIA - SPOKANE •r than 5'to property line-need firewall and parapet 'ear 30'and closer than 5'-need waiver from neI hbor ,ver more than SOX of rear 25' tot-building must be 20'from property line imam setback from front property line an 8'from residence-need firewall �' � r square footage- 10R of lot area(Must be less than 3.000 so.It.) i/ subdivide lot so that building is more than IOR of residual lot area r than S'to property line-need firewall t septic/dratnfleld in li from residence-need f irewaf l _SETBACKS ARE SNJWN BELOW. WILL NEED TO CHECK CODE BOOK NI WHAT ZONING YOU'RE IN To 8E SURE. IlAXitltel BUILDING SiZE ANGES WITH DIFFERENT ZONING. um side yard setback um rear yard setback front and side street setback-2S'from property line or 55'from r or road w_ htde!er Is greater 1 WAMBEKE ENGINEERING 2913 East 618` Court Daniel Warnbeke, P. E. Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com April 15, 2006 Mr. Jeff Palmer SPOKANE POST FRAME, INC. 7001 E. 2nd Avenue Spokane, WA 99212 SUBJECT: 40'X 72'X 12' POST FRAME BUILDING FOR MIKE & BILLIE HERSH, 4522 S. RAYMOND ROAD, SPOKANE VALLEY, WA Dear Jeff: This post frame building has been sold to Mr. & Mrs. Hersh and will be erected according to standard plans prepared for Spokane Post Frame, Inc. for 30 PSF live load, 85 MPH wind speed, Exposure B, Seismic Design Category C and 2,000 PSF allowable soil bearing pressure, IBC 2003. Posts are located @ 12' o. c. and the roof has a 4:12 pitch. I have reviewed the design of this building and checked it for the diaphragm design criteria used in the standard plan design. There is a 4' x 3' window in the front endwall. There is sufficient steel sheeting on this endwall to transfer lateral loads imposed on the roof and walls to the post foundations. The rear endwall is has no openings. There is sufficient steel sheeting on this wall to resist the lateral loads on the roof and walls of this building and transfer them to the post foundations. One sidewall has a 4' x 3' window, a 3' pass door, a 10' x 10' overhead door and two 16' x 10' overhead doors. The opposite sidewall has two 4' x 3' windows. Sidewall openings do not affect the lateral load resistance of the building. Use standard post frame building plans for all framing details for this building. Please feel free to contact me if you have any additional questions about the design of this building. Si erely, /J Daniel Wambeke, P.E. Enclosures <C L' W /LI 1 wASf, d� DW:dw 4 e� �� c'o r V D4,4 RGB�R�G, IONAL I EXPIRES 12-29-2007 I Designer of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems 1 /4/1/ POST F/071-11'11 746 / 5#%0 e.4-4iE Guo 92/Z CZW ) 4114- 62365 E et4vV-WSJ c -Z M IkE : .1/,z5 /4gci4 1-152z S, RAY OND go 940 X71 X ) - LoXg ceive 1? f tib'L. 1e ,�� fit O , itstp fONAL EXPIRES 12-29-2007 y (a>. 1N ��R►' • d 33 Z W r Vr • • i Y404° cc x w fit-- ;�. -- _� __ _ �y W1 o * t R l D 40(7 0£ a 7�h/ a c�of 0/ ►sf w'P1 /9,Ll —C A A 0 SA-Vg. 2 .'f/ffg#94 #os- vih ,nkr _.—-.._ -) \__ _______,_______ S-1.55 H Z_ Qc)i7.`- ___ __,__ F1,21i.°5- 5 7 12'-0" TO 50'-0" 1... 1 r WOOD COLUMNS SEE SCHEDULE 0 0 I I o (U NI - - - - - __I _J \ttirADITAlfil? L.Z I2 I �D ICO wd - oX X 0 9rtric'go sf8 �ti SIGNAL (U CU L. W EXPIRES 12/29/07 (/) (.4 7D III - - - - - - - - - - - - IIII SPOKANE POST FRAME, INC. ROOF FRAMING PLAN POST FRAME BUILDINGS, 12' TO 50' SPANS ROOF FRAMING PLAN DRAWN BY DATE REV. VAMBEKE 6-30-04 • APPROVED SCALE SPFI.02 NTS 5" 10 GA. HRS M r 1STEEL SIDES 4 a // o (ii v 3Q r� 1/4' X 3' X 6 1/4" MAIN BUILDING 00 ° a 0),,,,.._ STEEL BOTTOM PL 7—MAIN - - - . - til l'r" TW❑ 5/8"o M. i 2" 1 1/8" BOLTS THRU POST 9° STEEL POST ATTACHMENT BRACKET LEAN–TO RAFTERS 2" X 10" MSR 2,250-F-1,8E – 12' BAYS ®- 4- 2" X 10" MSR 1,950E-1,7E – 10' BAYS 2" X 3" SOLID FILLER ELS, 1a, NOTCH 2" X 10" �'��°F uso,4p,. i T❑ SEAT IN BRACKET BOLT M. \``` 5/8"0 ' �I" �° - THRU RAFTER 4 – 30d O'`'e,'`Q�180STS1� �ti NAILS IONAL EXPIRES 12/29/07 8 10/ O 6" X 6" P. T. LEAN–TO POST ./ , SpSPOKANE POST FRAME, INC. N�` ./ LEAN-TO BEAM ATTACHMENT TO MAIN BUILDING POST - 30 & 40 PSF L.L. DRAWN BY DATE REV. WAMBEKE 6-30-04 APPROVED SCALE SPFI.17 NTS 16d NAIL @ 10' D.C. SIMPS❑N J❑IST HANGER 2' X 6' FULL WIDTH 2' X 6' DR 2' X 8' PURLIN ezI - < ki 16d NAIL @ 10' D.C. wwal asz � _1 16d NAIL @ 10' O.C. ce LLa Ck W W A A ; A > 4 i i 8 1/2' 2' X _- LAMINATED TO 2' X 8' 2' X 10' DR 2' X 12' ENDWALL FTER WHERE 2' X 8' 2' X 10' OR 2' X 12' VERTICAL MEMBERS - SEE CHART REQ'D - SEEEECHAR ENDWALL RAFTER - SEE CHART SECTION A - A SECTION A - A STANDARD RAFTER DETAILS STANDARD ENDWALL RAFTER DETAILS SIMPS❑N J❑IST HANGER FULL WIDTH 2' X 6' 2' X 6' OR 2' X 8' PURLIN \IL LJ1 61 U A .. x . e 0 ,_ 1,,s,4„tis,..iii, cf CL I-: A `rjONA , > �� 16d NAIL @ 10' D.C. EXPIRES 12/29/07 1 Al / 8 1/2' ]I 2' X 8' 2' X 10' OR 2' X 12' VERTICAL MEMBERS - SEE CHART SPOKANE POST FRAME, INC. SECTION A - A BOX BEAM DETAILS POST FRAME BUILDINGS, 12' TO 50' SPANS LEAN-TO BEAM CONNECTIONS DRAVN BY DATE REV. WAMHEKE 6-30-04 APPROVED SCALE SPFL16 NTS RAFTER SECTION CHART ,SPAN BAY LIVE LOAD RAFTER SECTION SIZE ENDWALL RAFTER SECTION SPACE PSF OR COMBINATION SIZE OR COMBINATION NOTES FOR F❑❑TING DETAIL JP' 0" 8' 0' 40 2 - 2' X 8' & 2 - 2' X 6' BOX 2' X 12' & 2' X 8' ® TREATED POSTS AS SIZED PER SCHEDULE 1?' 0' 10' 0' 40 2 - 2' X 10' & 2 - 2' X 6' BOX 2' X 12' & 2' X 8' �.D VIBRATE OR ROD CONCRETE TO OBTAIN JP' 0" 1P' 0' 40 2 - 2' X 10' & 2 - 2' X 6' BOX 2 - 2' X 12' FULL BEARING 14' 0' 8' 0' 30 2 - 2' X 10' & 2 - 2' X 6' BOX 2' X 12' & 2' X 10" © UNDISTURBED SOIL 14' 0' 10' 0' 30 2 - 2' X 10' & 2 - 2' X 6' BOX 2' X 12' & 2' X 10' • 14' 0' 1P' 0' 30 2 - 2' X 12' & 2 - 2' X 6" BOX 2 - 2' X 12" t4' 0' 8' 0' 40 2 - 2" X 10" & 2 - 2' X 6' BOX 2 - 2' X 12' \�j\\ ,. 14' 0' 10' 0' 40 2 - 2' X12' & 2 - 2' X 6' BOX 2 - 2' X 12" DF-L #1 4 14' 0' t2' 0" 40 2 - 2' X 12' & 2 - 2' X 6' BOX DF-L #1 2 - 2' X 12' DF-L #1 c 16' 0' 8' 0' 30 2 - 2' X 12' DF-L S. STRUCT. 2' X 12' DF-L S. STRUCT. in 16' 0" 10' 0' 30 2 - 2' X 12" & 2 - 2 X 6' BOX 2 - 2" X 12" 16' 0' 1?' 0' 30 2 - 2' X12' & 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 • - :o 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. MINI! 16' 0" 12' 0' 40 4 - 2' X 12' & 2 - 2' X 6' BOX DF-L 5.5 2 - 2" X 12' DF-L S.S. SQ ARE OR RIUND BUILDING SPECIFICATIONS! FOOTING DETAIL GENERAL — ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATI❑NAL BUILDING N.T.s. 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. �. of R�I.(4, /� * MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF • MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL & CLAYEY GRAVEL $' ,� �'I�� (SW, SP, SM, SC, GM & GC) SOILS OR BETTER (IBC 2003 TABLE 1804.2). LESSER SOIL CONDITIONS <AS REQUIRED BY , `� �/� ' A THE BUILDING OFFICIAL) WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. V CONCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psi, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE l� � CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-92. X180 WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF-L #2 OR BETTER BY WWPA GRADING RULES, UNLESS NOTED OTHERWISE ON THE PLANS. MAXIMUM MOISTURE CONTENT SHALL BE 19Z BY WEIGHT. NAILING SHALL CONFORM TO IBC S Cs TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPLICABLE SECTIONS OF CHAPTER 23 OF THE IBC. CCA TREATED S/ONAL WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA C-16, C-22, C-23, C-24 & C-28. POSTS FOR BUILDINGS SHALL BE AS NOTED ON THE PLANS. ALL POST MATERIALS SHALL BE HEM-FIR #2 OR BETTER, FULL DIMENSION AND EXPIRES 12 29 07 GRADED BY WWPA GRADING RULES, UNLESS NOTED OTHERWISE ON THE PLANS. l BOLTS & HARDWARE - HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM A307. R❑❑FING & SIDING - METAL PANELS MAY BE STANDARD RIBBED STYLES AVAILABLE FROM LOCAL MANUFACTURERS, GALVANIZED OR PAINTED, 29 GAUGE MINIMUM THICKNESS, ASTM A653 STRUCTURAL QUALITY (SQ), Fy = 80.0 ksl. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 %' LONG METAL TO WOOD FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED, GASKETED 1' OR LONGER METAL TO WOOD FASTENERS. PANELS SPOKANE POST FRAME, INC. SHALL BE INSTALLED & FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. SOIL COMPACTI❑N - ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH A VIBRATORY COMPACTOR BUILDINGS TO 95X OF THE PROCTOR DENSITY AS DETERMINED BY ASTM A1557, METHOD D. IF THE BACKFILLED MATERIAL HAS A LEAN-TO BEAM POST FRAME BUISCHEDULE, SPECS & FOOTING DEPTH GREATER THAN 6', COMPACTION MUST BE VERIFIED BY TESTING BY A QUALIFIED S❑ILS PROFESSIONAL. UNLESS OTHERWISE NOTED ON THE PLANS, THE POSTS AND THEIR FOOTINGS MUST EXTEND INT❑ VIRGIN SOIL A DEPTH DRAWN BY DATE REV. EQUIVALENT TO THAT INDICATED ON THE PLANS. WAMBEKE 6-30-0A APPROVED SCALE SPFI.15 NTS I a PURUN SIZES AND SPACING USE 2' X6' DF-L M2 ! 2' 0' OZ.,8' BAYS /I�I�:/ USE 2' X 8' DF-L 112 l 2' 0' MC..10' BAYS kV USE 2' X 8' DF-L.N2 ! 2' 0'dC„12' BAYS ...-- we 0 PURUN CONNECTION METHOD PURLINS WILL BE HUNG FROM LEAN TO RAFTERS WITH • STANDARD SIMPSONQUAJOIST `I �� HANGERS OR EQUAL. `I 4,`I :Qd NOTES FOR LEAN TO CONNECTION DETAIL ®MANUFACTURED TRUSS `I NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. Aidli ®TRUSS SUPPORT POST. SEE POST/FOOTING SCHEDULE. ©3/4' DIA MACHINE BOLT ®4 2' X 6' X 24' DF-L CONNECTION BLOCK. 4400 `I PROVIDE BLOCK EACH SIDE OF POST. ®TYP. PURLIN. SEE CHART AT LEFT FOR SIZES. riii- ___Irr ©2' X 6' OR 2' X 8' EAVE GIRT Q 2' X 6' DF-L GIRTS B 24' O.C.. `I TYPICAL 8', 10' OR 12' BAYS 6' X 6' FULL SIZE LEAN TO POST Q 16d NAILS 0 LEAN-TO RAFTERS - SEE CHART & SECTION A-A Att t1-40 ` ` '~�of w'tfiV64,9. Li 1.:7 / CZZI NOTES FOR LEAN GIRTS TO i 6 GIRTS ARE NOT REQUIRED FOR SUPPORT OF POSTS. W BUILDING LEAN TITS MAY BE OPEN OR ENCLOSED 1 USE 2' X 6' DF-L N2 GIRTS B 2' 0. O.C. FOR 8' BAYS V11O b USE 2' X 6' DF-L N2 GIRTS ! 2' 0' D.C. FOR 10' BAYS USE2' X6' DF-L N2GIRTS ! 2'0' dC. FOR12' BAYS 4.S' ,180(a7� G� ql b11 6'1ONAL�# b m A EXPIRES 12/29/07 • \; A' ;` SPOKANE POST FRAME, INC. Y A POST FRAME BUILDINGS, 12' TO 50' SPANS LEAN—TO ADDITION TO POST FRAME BUILDING LEAN—TO FRAMING PLANS : CONTINUOUS ROOF SLOPE A VAMDRAWN BYBEKE 6-30-04 DATE REV. 11.12 •�„�.s APPROVED SCALE SPFI.14 �� NTS 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 MR 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' O.C. Od NAILS @ 6' O.C. ' ' X 6' OR 2' X 8' ' X 4'L-BRACE L-BRACE LI] �1 ,z, w,k, ji 47004 TRUSS WEB MEMBER TRUSS WEB MEMBER b r 0rly .4t180 SECTION B-B SECTION B-B CC'�SIONAL 47104> AT INTERIOR TRUSSES AT GABLE END TRUSS EXPIRES 1 2/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS TRUSS WEB BRACING DRAVN BY DATE REV. VAMBEKE 6-30-01 APPROVED SCALE SPFI.13 NTS 1"--7. a-0 — ® 0 • a S4 W 4W a • 0 1 , 6 TYPICAL TRUSS BOTTOM CHORD BRACING44 ;8 � ' N.1.S. s`sjONAL # NOTES FOR TRUSS BOTTOM CHORD BRACING S1 GABLE END TRUSS EXPIRES 12/29/07 S2 DOUBLE INTERI❑R TRUSSES S3 2' X 4' X-BRACING @ 10' 0' D.C. SHEATHING REQUIRMENTS S4 2' X 4' BOTTOM CHORD BRACING @ 10' 0' ❑.C. ARE NEEDED' SHROFLT9 ROOF DIAPHRAGM REQUIREMENTS DN STEEL! GAUGE GRANDRIBII, 36' WITHOR EQUIVALENT S5 TOENAIL BRACES TO TRUSSES WITH * FIELD SCREWS' #10 x 1 1/2' AT 9' O.C. <NEXT TO HIGH RIB) * EAVE AND RIDGE PURLIN SCREWS' #14 xl 1/2' AT BOTH SIDES OF 3 - 10d NAILS EACH MAJOR RIB THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED! 1„ x 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) 1"_� - - 16c1 NAILS BASE BOTHGIRT SI, END DES OF RE CH MAUSS, JORORIBHEADER SCREWS' #14 x 1 1/2' lop I / DIAPHRAGM SCREWS -1- - ' CU ' DIAPHRAGM SCREWS 2 ENDWALL BASE GIRT ACROSS " S" ❑R �' ENDWALL RIDGE HEADERS ON ROOF END TRUSS TOP CHORD, 6 , 10" POST GIRTS _ <T Y P. ' DIAPHRAGM SCREWS) TYPICAL SCREW PATTERN, EXCEPT AS NOTED ABOVE STEEL SHEETING SCREW PATTERNS METAL SIDING / N.T.S SPOKANE POST FRAME, INC. NAILING PATTERN FOR POST FRAME BUILDINGS, 12' TO 50' SPANS POST LAMINATIONS TRUSS BRACING & POST LAMINATIONS NOTE! 2' X 6' LAMINATE MUST BE A TREATED MEMBER WAMDRAWNBEKE $-BY DATE REV, 30-04 AND MUST EXTEND TO THE BOTTOM OF THE F❑❑TING. APPROVED SCALE SPFI.12 LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN NTS F-7 \Kw \-<u) SLIDING DOOR OVERHEAD DOOR OPENING OPENING / / / / %/ / \/%7 /\/'/' '/'/ i/\//\/\/ /\/ TYPICAL SIDE ELEVATION NOTES FOR SIDE ELEVATION N.T.S. : tL WA4g S1 2' X 8' HEADER ��4, $(1 vAapir,. A/ S2 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS f • 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORSo tg TREATED POST .4, . 180 67 ,Ff 1 - 16d GALV, NAILS EACH GIRT ssIO nos° EXPIRES 1 2/29/07 2' X 6' GIRT (FLAT) SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS SIDEWALL FRAMING DRAVN HY DATE REV. TYPICAL GIRT CONNECTION APROEDE 6-30-O4 SPFI.11 NTS 12 12• . 4 1---vorair Ilitio-41 4 \71.0era...._ f \74 1 L _ ______/_<0, Ii7- Z [ .$ ),--N____ I I [ I I [ DOUBLE OVERHEAD DOOR ❑PTI❑N SINGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION OPTIONAL FRONT ELEVATION N.T.S. N.T.S. NOTES FOR ❑PTI❑NAL FRONT ELEVATIONS „1:L WA ". $ al TV S1 HALF TRUSS DESIGN BY OTHERS ,-114 ,� '';"� A S2 2' X 10' HEADER UP TO 12' 0' DOORS f �.:� /') �.�� 2' X 12' HEADER UP TO 20' 0' DOORS it 2' X 12' BACKED WITH 2' X 6' UP TO 24' 0' °.0s. 780 �� S3 2' X 6' HEADER c'sONAL 0 4' X 6' DOOR POST - 8' THRU 14' WALL HEIGHT W/ 2' X 6' FACER, EXPIRES 12/29/07 6' X 6' DOOR POST - 16' & 18' WALL HEIGHT W/ 2' X 8' FACER. SS DOUBLE 2' X 6' KINGP❑ST SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS OPTIONAL ENDWALL FRAMING DRAWN REV, WAMBEKEBY $-30DATE -04 APPROVED SCALE SPFI.10 NTS 12 41--- ;�\7•00"NikaiNwi_ ® 41— /�/ DETAIL ;'`110 12 .00110 fifiA /�/`/I 40 .1 `/`/ 3 \' `/ Il II I - S4 ,/-4 -4) - - f, i: ' `0 3068 MANDOOR OPTION OPENING SPLIT SLIDER DOER OPTION Y y :. OPTIONAL FRONT ELEVATION OPTIONAL FRONT ELEVATION N.T.S. N.T.S. NOTES FOR ❑PTI❑NAL FRONT ELEVATIONS 11'L W1 S1 HALF TRUSS DESIGN BY OTHERS �� ,�*� '',4j S2 2' X 10' HEADER UP TO 12' 0' DOORS � I- G- �(w 2' X 12' HEADER UP TO 20' 0' DOORS If) 2' X 12' BACKED WITH 2' X 6' UP TO 24' 0' o s. �18O67 ��.g.,S3 2' X 6' HEADER SIGNAL S4 4' X 6' DOOR POST - 8' THRU 14' WALL HEIGHT W/ 2' X 6' FACER. EXPIRES 12/29/07 6' X 6' DOOR POST - 16' & 18' WALL HEIGHT W/ 2' X 8' FACER. SS DOUBLE 2' X 6' KINGPOST SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS OPTIONAL ENDWALL FRAMING VAMBDRAWN BY DATE REV. EKE 6-30-0� APPROVED SCALE SPFI.09 NTS I . POST/FOOTING SCHEDULE 48' TO 52' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUIRED VOLUME, YD3 10'-0" 8'-0" 6" X 6" 34" 3'-0" NO 0.55 10'-0" 10'-0" 6" X6" 34" 3'-0" NO 055 10'-0" 12'-0" 6" X 6" W/2" X 6" 34" 3'-0" NO 0.55 10'-0" 14'-0" 6" X 6" W/2" X 6" 34" 3'-0" NO 0.55 10'-0" 16'-0 6" X 8" 34" 3'-0" YES 0.55 10'-0" 16'-0" 6" X 8" W/2" X 6" 34" 3'-0" NO 0.55 10'-0" 18'-0" 6" X 8" W/2" X 6" 34" 3'-0" NO 0.55 10'-0 20'-0" 6" X 10" 34.E 3'-0" YES 0.55 10'-0" 22'-0" 6" X 10" W/2" X 6" 34" 3'-0" NO 0.55 10'-0" 24'-0" 6" X 12" W/2" X 6" 34" 3'-0" YES 0.55 12-0" 8'-0" 6" X 6" 36" 3'-0" NO 0.62 12-0" 10'-0" 6" X 6" W/2" X 6" 36" 3'-0" NO 0.62 12-0" 12'-0" 6" X 6" W/2" X 6" 36" 3'-0" NO 0.62 12-0" 14'-0" 6"X 8" 36" 3'-0" NO 0.62 12-0" 16'-0" 6" X 8" W/2" X 6" 36" 3'-0" NO 0.62 1lL WA41g 12-0" 18'-0" 6" X 10" 36" 3'-O" YES 0.62 „,,,i0 e4$°,, r „ 12-0” 20'-0" 6" X 10" W/2" X 6" 36" 3'-0" NO 0.62 . 'w rr 10•... 12-0" 22'-0" 6" X 12" W/2" X 6" 36" 3'-2" NO 0.65 .26 :iiv 12-0" 24'-0" 6" X 12" W/2" X 6" 36" 3'-2" NO 0.65 ..44,,,s,./44460 01i SjoNAL NOTE: 1 . THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH EXPIRES 12/29/07 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"91 X SPOKANE POST FRAME, INC. 3'-O" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, POST FRAME BUILDINGS FOOTINGS SHALL BE 24"9$ X 3'-4" DEEP. POST FOOTING SCHEDULE — 50' SPANS 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT DRAWN BY DATE REV. CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING WAMBEKE s-3o—o� APPROVED SCALE SPFI.o7E DEPTH X 4". NTS 4 12 � �1.04666../v1:\>, `��/ '0` 10K 'glik j GABLE END TRUSS ......i .- .141,_ r ::j 8 - 16d NAILS m1� ....... .......... �11106, illil IL DETAIL r ® 11111111111r '-I ... 8 - 16d NAILS -' " I I BOLTING BLOCK 20' 0 MAXIMUM _ CORNER POST I I IIM I I I il 1111111111111C V/ "/"/ "W r�ra. "/ "',/ "ice \ice W Vii/ Vii` ', 8 - 16d NAILS 2" X 6" X 18' pt SINGLE OVERHEAD DDDR OPTION BOLTING BLOCK DETAIL 3 TYP, GABLE END FRONT ELEVATION TRUSS CONNECTION USE BOLTING BLOCKS BELOW N,T,s, ALL CORNER COLUMN GIRTS NOTES FOR FRONT ELEVATI❑N 0 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 REQ'D 0 2' X 10' HEADER s%I W , 2' X 6" GIRTS @ 24' O.C., 10' BAYS, DF-L #2 •; 4,°� " 'I ,4y ' 2" X 6" GIRTS @ 24" ❑.C., 12' BAYS, DF-L #2 -. ' 4 �1141,- �,�,di 0 2" X 8' FACIA BOARDS it,A SPOKANE POST FRAME, INC. 0 TREATED WOOD POSTS, SIZED PER SCHEDULE O rp�11436709 S6 TREATED 2' X6" BOTTOM GIRT s`Sj0N0AL G ti POST FRAME FRAMING BUILDINGS, 12' ' TO ONN ' SPANS OR TREATED 2' X 10 BOTTOM GIRT DN DATE REV. EXPIRES 12/29/07 VAMBEKE DRAWN 6-30-04 APPROVED SCALE SPFI.8 NTS POST/FOOTING SCHEDULE 40' SPANS, 30 &40 PSF LIVE LOAD; POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T' REQUIRED VOLUME, YD3 10'-0" 8'-0" 6" X 6" 30" 3'-0" NO 0.41 10'-0" 10'-0" 6" X 6" 30" 3'-0" NO 0.41 10'-0" 12'-0" 6" X 6" W/2" X 6" 30" 3'-0" NO 0.41 10'-0" 14'-0" 6" X 6" W/2" X 6" 30" 3'-0" NO 0.41 10'-0" 16'-0" 6" X 8" 30" 3'-0" YES 0.4 10'-0" 16'-0" 6" X 8" W/2" X 6" 30" 3'-0" NO 0.41 10'-0" 18'-0" 6" X8" W/2" X6" 30" 3'-0" NO 0.4 10'-0" 20'-0" 6" X 10" 30" 3'-0" NO 0.41 10'-0" 22'-0" 6" X 10" W/2" X 6" 30" 3'-0" NO 0.41 10'-0" 24'-0" 6" X 12" 30" 3'-2" YES 0.43 12-0" 8'-0" 6" X 6" 33" 3'-0" NO 0.47 12-0" 10'-0" 6" X 6" 33" 3'-0" NO 0.47 12-0" 12'-0" 6" X 6" W/2" X 6" 33" 3'-0" NO 0.47 12-0" 14'-0" 6" X 8" 33" 3'-0" NO 0.47 12-0" 16'-0" 6" X 8" W/2" X 6" 33" 3'-0" NO 0A7 - .\.1A-, w4/10 12-0" 18'-0" 6" X 10" 33" 3'-0" NO 0.47 og i s i* / 12'-0" 20'-0" 6" X 10" W/2" X 6" 33" 3'-0" NO 0.47 #4 z /1• ____ ________12-0' 22'-0" 6" X 12" 33" 3'-2" NO 0.48 t ' U' 6 12-0" 24'-0" 6" X 12" W/2" X 6" 33" 3'-2" NO 0.57 18067 'mss' r f ANAL NOTE: 1 . THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH EXPIRES 12/29/07 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 SPOKANE POST FRAME, INC. 3'-O" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"95 X 3'-4" DEEP. POST FRAME BUILDINGS 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH POST FOOTING SCHEDULE - 40' SPANS CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT DRAWN BY DATE REV. CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING WAMBEKE 6-30-04 APPROVED SCALE SPFI.07D DEPTH X 4". NTS I 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, YD 10'-0" 8'-0" 6" X 6" 28" 3'-0" NO 0.35 10'-0" 10'-0" 6" X 6" 28" 3'-0" NO 0.35 10'-0" 12'-0" 6" X 6" W/2" X 6" 28" 3'-0" NO 0.35 10'-0" 14'-0" 6" X 6" W/2" X 6" 28" 3'-0" NO 0.35 10'-0" 16'-0" 6" X 8" 28" 3'-0" NO 0.41 10'-0" 18'-0" 6" X 8"W/2" X 6" 28" 3'-0" NO 0.41 10'-0" 20'-0" 6" X 10" 28" 3'-0" NO 0.41 10'-0" 22'-0" 6" X 10" W/2" X 6" 28" 3'-0" NO 0.41 10'-0" 24'-0" 6" X 10" W/2" X 6" 28" 3'-2" YES 0.43 12-0" 8'-0" 6" X 6" 32" 3'-0" NO 0.44 12-0" 10'-0" 6" X 6" 32" 3'-0" NO 0.44 12-0" 12'-0" 6" X 6" W/2" X 6" 32" 3'-0" NO 044 12-0" 14'-0" 6" X 8" 32" 3'-0" NO 044 12-0" 16'-0" 6" X 8" W/2" X 6" 32" 3'-0" NO 044 12-0" 18 -0 6 X 10 32 3'-0" NO 044 .„.1r4,0 017, � , >, 12-0" 20'-0" 6" X10" W/2" X6" 32" 3'-0" NO 044 12-0" 22'-0" 6" X 12" 32" 3'-2" NO 0.47 b e' U 12-0" 24'-0" 6" X 12" W/2" X 6" 32" 3'-3" NO 0.49 .2!,o % Ata tib`' s`'IDNAL y($ NOTE: 1 . THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH EXPIRES 12/29/07 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 SPOKANE POST FRAME, INC. 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. POST FRAME BUILDINGS 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH POST FOOTING SCHEDULE - 36" SPANS CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT DRAWN BY DATE REV. CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING WAMBEKE 6-30-04 DEPTH X 4". APPROVED NTS SPFI.07C • NOTES FOR FLOOR PLAN 0 INTERI❑R FRAME WOOD POSTS, POST SCHEDULE. 0 GABLE WALL POSTS - 6" X 6" TYPICAL SPAN DOOR POSTS - 4" X 6" TYPICAL H F❑❑TING DIMENSI❑NS - 1'-8" /_ // Z `� MAXIMUM P❑ST SPACING 12' 0" Q DOUBLE TRUSSES 0 PURLINS @ 24" BC., BEARING OR /N A /(4 A /(, r=1 / J❑IST HANGERS (TYPICAL) z < z < z � ZW 120 n' n'0 a � U J> D w = w Mw X 0- > 0- > CL RLQ. _ _ 1-. -1)- w Zo J • • J •'o J o p tXJ o A o N 1x0 . X N o X X� � O] tU IL ,$). (lJ a_ .-+ CU o_ N x O (4 CO to (I V) v LALL D w -' Dna" TRUSSES / U / U / U / v C CL M r /►, z a z a Z z - A 3 A j I— I- x J J 1 J U 1 1 \111-1 14414 a- a aLi d U 0- It'w .. # � © 1 X d x 4. '. x x d \ fit,„:06,1 �- A'' (111 \ Y 07 CtJ (U (lJ R1 � (U @NJ •-.1 ( Ei U '16 ,p, L(41 w(4 °U w "t/STESe, 't M au SINGLE TRUSS n s`r'ONAL 1 / / / / \-® \-® ® EXPIRES 12/29/07 PLAN VIEW N.T.S. SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS PLAN VIEW VAMB DRAWNEKE DY DATE6-30-04 REV. APPROVED SCALE SPFI.01 NTS i SEE DETAIL SEE12 �^i DETAIL 4 �� ``' 00. a I Zi I I rAt 6 I I ag) A04\\ 141 D NOTES FOR SECTI❑N A-A J O TYPICAL PURLIN, SEE FLOOR� S1 PLAN FOR SIZE � S2 TRUSS DESIGN BY OTHERS 8 Z Q S3 2' X 6' @ 24' O. C.; 10' BAYS 1.--1DF-L #2 GIRTS FLAT @ 24' O.C. Lii i p i E 2' X 6' @ 24' a C,, 12' BAYS SEE I 0 D DF-L #1 GIRTS FLAT @ 24' ❑.C. DETAIL LL 0 OR 2' X 6' DF-L #2 GIRTS FLAT 2 8 L,� WITH 2' X 4' BACKERS @ 48' O. C. W 0 CONCRETE FOOTING, SEE SCHEDULE —R1-1. 0 EXTEND POST TO TOP OF PURLIN . 8.. •ROOF FASTENED TO PURLINS WITH ' •` 1 1/2' LONG WOODFAST TEKS. ''�' Q ;:.. S 4 WALLS FASTENED TO .'' GIRTS WITH 1' LONG SEE ` FOOTING : '. W-' j, Wkk " WOODFAST TEKS. el DETAIL X4444 ..�a lus .% rs , Bft 2,09 i, Ari: • � BUILDING SECTION A - A % 1... N.T.S. s`r ONAT 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 APPROVED SCALE SPFI.03 NTS r____T PURLIN CONNECTI❑N METHODS: i A), PURLINS MAY BE HUNG p(/R�I OFF THE TRUSS TOP CHORD MfT ��NN FACES W/ STANDARD `HOD 'gefT10N SIMPS❑N J❑IST HANGERS OR EQUAL, B). PURLINS MAY BE BUTTED AND NAILED W/(2) 16d NAILS j�/ice INT❑ EACH PURLIN, _/�// C). PURLINS MAY BE LAPPED AND NAILED pV H W/(3) 16dNAILS, MeONNf� .W �TIQ N ON CONNECTION METHODS 1e' 'B' AND 'C', TOENAIL NOTES FOR CONNECTION DETAIL ®�I� S1 TRUSS TOP CHORDS BACK SIDE OF PURLIN - .� PUR�I �� j O TRUSS DESIGN BY TRUSS MANUFACTURER WA1) 16d NAIL INTO MfT fQN ' ' EACH TOP CHORD MEMBER HOD �FrINDEPTH OF TOP S2 PURLIN SUPPORT STRUT 2' X 4 X FULL ® ® ICO �� NAIL PURLINS W/(3) 1PLUS NAILSRLIN, / ` ® S3 NAIL STRUT T❑ TOP CHORD W/(3) 16d �►� ONAILS EACH SIDE, USS, NOTCH P❑STS li S4 MANUFACTURED TR 41111 1-1/2' EACH SIDE T❑ PR❑VIDE TRUSS SEAT, CO 0 WOOD POST, SEE POST/FO❑TING SCHEDULE, 0 4 - 40d GALV, NAILS IN PRE-DRILLED HOLES OR 3/4'4 MACHINE BOLT V' W4/1:0 S7 S❑LID BLOCKING AT CONNECTION POINTS, 44,4. a ansa, 1, ® 0 TYP, PURLIN, SEE FLOOR PLAN FOR SIZE it 14/ S92' X6' ❑R2' X8' TOP GIRT � `.'a CO4 - 16d NAILS OR 3/4'0 M. BOLT o Is, 4�ies $° ti --ZONAL # EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO'50' SPANS DETAIL 1 - TRUSS COLUMN TRUSS—COLUMN CONNECTION CONNECTION , PURLIN SUPPORT DRAWN BY DATE REV. WAMBEKE 6-30-04 N.T.S, APPROVED SCALE SPFI.04 NTS NOTES FOR DETAIL 2- KNEEBRACE 430 S1 TRUSS TOP CHORD, DESIGN BY OTHERS S2 / O TRUSS BOTTOM CHORD, DESIGN BY OTHERS .c 2-1/2 •'.� S3 2' X 6' DF-L #2 EACH SIDE /45K 0 WOOD POST, SEE POST/FOOTING SCHEDULE -411111111* 2/~\ ® SS 4 - 16d GALV, NAILS, EACH SIDE 1). KNEE BRACE REQUIRED WHERE (4SHOWN ON P❑ST/F❑❑TING SCHEDULE. El BRACE NOT REQUIRED AT GABLE END TRUSSES. 2). ALTERNATE KNEE BRACE/POST AND TRUSS/POST LL ,. CONNECTION = USE 3/4'0 THRU BOLTS, EI EACH LOCATI❑N. ( J M l 7- 41104411o._ y 1 ° r. ° 1 1/2' - ,• . $1 f % �A '/ S4 (4 I frrh v DETAIL 2 - KNEE BRACE ° , e N,T,s' s`sjONALG EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS KNEE BRACE TO COLUMN & TRUSS DRAWN BY DATE REV. VAMBEKE 6-30-04 APPROVED SCALE SPFI.05 NTS BUILDING SPECIFICATIONS: GENERAL — ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF NOTES FOR F❑❑TING DETAIL THE INTERNATIONAL BUILDING CODE (IBC 2003), AND ALL STATE & LOCAL BUILDING ® TREATED POSTS AS SIZED PER SCHEDULE 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 VIBRATE OR ROD CONCRETE TO ❑BTAIN CATEGORY C. FULL BEARING DESIGN LOADS — ROOF LL = 30 OR 40 PSF ROOF DEAD LOAD = 5 PSF* UNDISTURBED SOIL 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 A.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. V. LESSER SOIL CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY N THE ENGINEER. 4 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 es 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 •B' DIA._ 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 FOOTING DET A L SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTMT,�d�,, A307. METAL PANELS MAY BE DELTA RIB STYLE, GALVANIZED OR PAINTED, 29 GAUGE THICKNESS, ASTM A653 STRUCTURAL QUALITY (SQ), Fy = 80.0 ksi. ROOF �',t�a 1'l,�,0 i PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 1/2" LONG �b �' � . METAL TO WOOD FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH �.�, PLATED, GASKETED 1" OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE Pc - INSTALLED AND FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. Oj8067 SOIL COMPACTION — ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE 1S ° c:; COMPACTED WITH A VIBRATORY COMPACTOR TO 95% OF THE PROCTOR DENSITY AS Si ONAL DETERMINED BY ASTM A1557, METHOD D. TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER EXPIRES 12/29/07 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 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS SPECIFICATIONS & FOUNDATION VAMBEKE DRAWN BY 6-30DATE —04 REV. APPROVED SCALE SPFI.06 NTS POST/FOOTING SCHEDULE 12' - 24' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUIRED VOLUME, YD3 10'-0" 8'-0" 6" X 6" 18" 3'-0" NO 0.20 10'-0" 10'-0" 6" X 6"" "" 18" 3 -0NO 0.20 10'-0" 12'-0" 6" X 6" 18" 3'-0" NO 0. 20 10'-0" 14'-0" 6" X 6" W/2" X 6" 18" 3'=0" NO 0. 20 10'-0" 16'-0" 6" X 8" 20" 3'-0" NO 0.24 10'-0" 18'-0" 6" X 10" 20" 3'-0" NO 0.24 10'-0" 20'-0" 6" X 10" 21" 3'-0" NO 0. 27 12-0" 8'-O" 6" X 6" 26" 3'-0" NO 0.29 12-0" 10'-0" 6" X 6" 26" 3'-0" NO 0. 29 12-0" 12'-0" 6" X 6" W/2" X 6" 26" 3'-0" NO 0. 29 12-0" 14'-0" 6" X 6" W/2" X 6" 26" 3'-0" NO 0.29 12-0" 16'-0" 6" X 8" W/2" X 6" 26" 3'-0" NO 0.29 12-0" 18'-0" 6" X 8" W/2" X 6" 26" 3'-0" NO 0.29 12'-0" 20'-0" 6" X 10" W/2" X 6" 26" 3'-2" NO 0.35 ,11)L LIAO , '0°gitiNt. %,,w NOTE: 1o ,4.,t, 1 . THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 410NAL #G 2" X 6" LAMINATIONS. 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM-FIR #2 TREATED 'EXPIRES 12/29/07 POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM-FIR #2 POSTS. SPOKANE POST FRAME, INC. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X 3'-O" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, POST FRAME BUILDINGS FOOTINGS SHALL BE 24"95 X 3'-4" DEEP. POST FOOTING SCHEDULE - 12' TO 24' SPANS 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT DRAWN BYDATE REV. CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" Sc FOOTING VAMBEKE -30-0 SPFI.07A APPROVED SCALE DEPTH X 4". NTS -- ' 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 --- - - _ - - 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 ` ,\ Ressler 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'-0„ NO 01 ( v.c..; c ts--1 , :48 r SIGNAL NOTE: i ' _._ 1 . THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR PtI,TS WITH I EXPIRES 12/29/07 2" X 6" LAMINATIONS. ' 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM-FIR 42 TREATED = r POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEI , ; :{ ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM-FIR ' POSTS. SPOKANE POST FRAME INC. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF w ' X 3'—O" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' W HEIGHT, �- FOOTINGS SHALL BE 24"5 X 3'-4" DEEP. r POST FRAME BUILDINGS 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH POST FOOTING SCHEDULE - 30' SPANS CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS 2WILL L NOT ING �. WDRAWN AMBEKE BA30-TE Q REV: CONCRETE FLOORS, INCREASE FOOTING DIAMETERAPPROVED SCALE SPFI.07B DEPTH X 4". NTS PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS � .� iane REVIEWED FOR CODE COMPLIANCE SPOKANE VALLEY B ILDIN DIVISION ....r-,4L( u M.