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2006, 10-23 Permit App: 06004204 Pole Bldg Project Number: 06004204 Inv: 1 Application Date: 10/23/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 24 X 30 POST FRAME BUILDING Contact: SPOKANE POST FRAME Address: 7001 E 2ND C-S-Z: SPOKANE,WA 99212 Setbacks:Front Left: Right: Rear: Phone: (509)926-0865 Group Name: Site Information: Project Name: Plat Key: 002392 Name: SKYVIEW ACRES ADD District: F Parcel Number: 45284.0706 Block: Lot: SiteAddress: 11806 E SKYVIEW AVE Owner:Name: RAGAN,DONALD Address: 11806 E SKYVIEW AVE Location::CSV SPOKANE VALLEY,WA 99206 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way(ft): 50 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: , .. . _ ,u;;;r � ._ . . „a 444,,t40 Review Flood Plain Released By: Originally Released: 10/19/2006 By: amblake Building Plan Review Released By: Originally Released: 10/23/2006 By: TMELBOU Landuse/Zoning/HE Conditions Released By: Originally Released: 10/19/2006 By: MBASINGE Sewer Review Released By: Originally Released: 10/19/2006 By: amblake Operator: AMB Printed By: AMB Print Date: 10/23/2006 Project Number: 06004204 Inv: 1 Application Date: 10/23/2006 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 POLE BDLG U-1 VB 720 $13,680.00 720 $13,680.00 Totals: 720 $13,680.00 720 $13,680.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $237.25 ACCESSORY PLANS REVIEW 1 SELECT $59.31 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $301.06 Payment Summary• ri> • �, . �_� _. .. ",:3 _ : 'r_. �^ awwfllP�k � ;� ....,_ =a.. `nay,,.,y �'�',.. Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $301.06 $301.06 $0.00 $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 By: AMB Print Date: 10/23/2006 Project Number: 06004204 Inv: 1 Application Date: 10/19/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: +lmrra=lflP're'd'..a _";:zi.4^rt zwk'al d' d°WWJ- a epYC HtNv,vh&6^atRnIX@fiti'JR111111 A4 t% _".+'i`P"W'*.,,°°"4'4_" 1•,•^x'2„;,•^, Permit Use: 24 X 30 POST FRAME BUILDING Contact: SPOKANE POST FRAME Address: 7001 E 2ND C-S-Z: SPOKANE,WA 99212 Setbacks:Front Left: Right: Rear: Phone: (509)926-0865 Group Name: Site Information: Project Name: Plat Key: 002392 Name: SKYVIEW ACRES ADD District: F Parcel Number: 45284.0706 Block: Lot: SiteAddress: 11806 E SKYVIEW AVE Owner:Name: RAGAN,DONALD Address: 11806 E SKYVIEW AVE Location::CSV SPOKANE VALLEY,WA 99206 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way(ft): 50 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Flood Plain Released By: Originally Released: 10/19/2006 By: amblake Building Plan Review Released,By: ,, ( , Landuse/Zoning/HE Conditions Released.By j,, Sewer Review Released By: Originally Released: 10/19/2006 By: amblake Permits: t ,X,., VE aaMu... . ire .., . ._ E + 5 . . ... . „ate.-.: .k.._... W ; ,ra Operator: AMB Printed By: AMB Print Date: 10/19/2006 Permit Center -�` Sj okane 11707 E Sprague Ave, Sui -1 \E-HI \;' 1, s A. \i i i PERMIT NUMBER: �g elle Spokane Valley,WA 9:029, J ` I`=1 PERMIT FEE: J (509)688 0036 FAX: ( 80037 Community Development Nvwc.v.spok_anevalley.or�.com OCT � � �-- - Ipx4 Residential Construction l� T�v = oItruct on l>�ccessory Bldg Permit Application ❑ Addition/Remodel ❑ Deck o Other: SITE ADDRESS L{'C)L, £g-sr Sil kit.C1J3 SFgi'C1-1v‘c._I (..sit- _ 11 206 ASSESSORS PARCEL NO: 4152i /• 07-04 LEGAL DESCRIPTION: Building owner Contractor n Name: Ot R_A-6_kN Name: SPoicA-Itt 1"b NT- -il'YY.t►wis,i "DVC..... Address: I l $ p 6 ct - -jl ci tile__1,0 Address: �-d`l 4..• 2.4 i4v • City: 5{eDk-A,j4 Zip: l'f92o6. City: .5Por4nr Zip: ! Iz1.Z.._ Phone: q 24- /514 Fax: Phone: '26- DB (.3- Fax: 92'1- 5-1 (( Lic No: 5eoKf f q ygoto Exp.Date: Contact Person City Business Lic No: Name: 12tz,l _ 1.9 t-- Phone: Ci26 ---Cjry6. Describe the scope of work in detail: Cost of Project: $ 13 , 0 0 o i 24\,3c' 1.i D' Ppm- ff&t 51-o, ;l, **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: , DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE: N 2y Q,3s x Io. MAIN FLOOR TO SQ. 2"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: iv 4 --- -&- AREA: 6ar_ FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON ~ SQ. FTG: .)— -2z 1:ti PROPERTY: #OF BEDROOMS: , CONSTRUCTION TYPE: HEAT SOURCE: SEV1/E - R SEPTIC? 3-1 ) - — DISCLAIMER The pemiitee 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 I'©/LII O Method of Payment: (Faxed it applications will only be accepted with major bankcard) ff 0 Cash a Check 0 Mastercard 0 VISA 0 Other Bankcard#: Expires: VIN#: 7?Authorized Signature: vc Ikt REVISED 8/25/2005 SpcnYoGFka- ne Valley 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall@spokanevaliey.org Residential Plan Submittal Minimums ❑ Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. ❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations ❑ 22" X 30" attic access location ❑ 18" X 24" crawl space access: ❑ One-hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details o Roof framing plan and details ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan O Insulation information Nomommonh ---,s• - . . 4.0708 7 " 47i• ..• 4.0818 4.1010 •\ 14 • 4 ) .11 if 4.1012 .., • o 4.Cr709 - .,;,. ... , .. . o , r. 4 4.1009 • o 4 • ic -,....., r•-- / 4117t4:1 4.0706 8 ., 4.1011 .1; --• --_-. ..z .-. --, ( N. 14 7 fir r '4,0819 . Q \ ts, i.- F 4.1013 • l' An . ... 4.0773 PT -: ) s i i-- (-., ... Lerin -z• 7 , , , -. 4,0704 de IN-..? .I 1 4.1015 N 4 IU 4 1,D•' -, i 4.0705 `• 4.1014 .„.;,..:',..7'... '2 4.1018' : .• • N. tr :4 4.0725 / 'r 44 0 0 ... . CS:10TICN Milk 1 7 4.0724 '' . 4.070a /, ' 4.1_916. .. . . c.. ,..o Tl,c st•-•'-`• co .. ..7.1. " N. cz r'..%-..""g•t1. 4.0727 _ lc: er,Ic•'' .. _ , .., • a.0..r.1•1 /4•• .., -:N, 40726 '' ' 4.1401 •: 4- i ":713:11,n'Y':: 1 m) ,402 • 1 . ...- -_. .----r ifgh'VI:i''l'''.73-1#4,44•413 sar -y tor brt.ta.r 1..Ina ali,el 4> Z • ..., 4.0729 , N.... i ..• ,,, .1 - ...c• n 4.L711 -.....,..., 5' • 4.153 I 4.1210 1403 -- i 4.1522 • 4.150/ ' \\, \ CI \< -- .....„. , 4.1213 le ' 4.1209 4 •• - 1 J • 1 .....*1 .:: 4.1.521 4.1502 .0 , ' ' i ....., 4.1611 - " -• . 4 ) ..., , -. ''s . 4.1214 0 J0.65/1/. • .0 . - . ..' .- 4.1215 4.1520 4.1503 • i • 4.1612 1 ,4 ..4 i • 1.'- . .1 46.41 61 h .,.., _ 4.1609 • 4.1216 --.1 , ,1 -, r, 4.1610 - 0 1-' •• 4.1 4.15ild . 4.1519 . 4.1613 - r •• - !- _ - - Ino •.: . 04 ----... --. 4.1608 . ...-, ...i 4.1518 I di.1.1 •• : 4.1606li4 - .. \ 4.1614 . sfs. .. J. 41'505 -. • 4.1607 ••1 14 - G - 4.1517 • . 4.1616 ... " • - ..m. 4-1E7 . 4.1604 ..... 10/04/2006 12:10 5093241567 SRHD EHS PAGE 01/01 SPOKANE REGIONAL, Environmental Health Division 1101 West College Ave., Suite 402 Spokane, WA 99201-2095 Phone: 324-1560 D I S T R I C T Fax: 324-3603 or 324-1567 FAX TO: FROM: . FAX: PHONE: PHONE: DATE: RE: _ PAGES, INCLUDING COVER: COMMENTS: �i 1 O . 1/1,q4ki , -N-r-- This facsimile may contain confidential Information intended only for use by the individual or entity named above. If the reader of this message is not the intended recipient, or the employee or agent responsible to deliver this information to the recipient, you are hereby notified that any dissemination, distribution, or copying of this communication is strictly prohibited. If you have received this communication in error,please cell the sender's telephone number listed above, SPOKANE POST FRAME, INC. Engineered Pole Buildings JOBSITE JOB#: CUSTOMER NAME: TO1 R &4cP' CUSTOMER P.O. # CUSTOMER PHONE #: 60-ii " 159' JOBSITE ADDRESS: M4'6 E. 51C,r1e,w, -.5PoicsvN t (''k 11704 JOBSITE PHONE NUMBER: 9z1• 0-14 C.Aq f6 &� 4 MAP & DIRECTIONS TO JOBSITE D ?igis RAI. ....soidk C2_.-.) 41 Nodc..s _sokii, cr 2-4/ tj. S1 vow 144(--' CD -1-e,t)s'de 0 N Leff s im — ao(c r Taa[ss s2LN 1718-6-Ci7:-":7\• ..sevti-sAl 4- - i O? de,for 2H \\N\ ACCESSIBLrTY Check what can be us Semi-Truck ' 2 Truck Only �I Q= Truck and Trailer Room Truck R Trailer a imm..... ....71 SPOKANE POST FRAME, INC. Engineered Pole Buildings Joe NAME D a Nf� P}LONE ' CITA- IS` 43 p ROLFE WILL •":-L..,:•-_';-':,: �+R- ADDRESS 11� L� f , ,1C J;t „ shops garages Sales Manager-Owner E5 civ 113.4113.4 I Grp QL storage buildings LEGAL DCRiPT ION cabins 509-926-0865 • Fax 509-924-5161 kits-cost plus or 1.866-926-0865 fp,kix A_� • 0.306 7001 h.2nd Ave Visit us at Spokane.WA 99212 www.spokanepostframe.com , 1 Site Pian 4,k Nc-V I .i,\J s,J''`''\ i?)W' �V Liv' North r, '�'�• �oR�`1 N o P 414, .APPRovED, . Show streets/alley 8Y• Show sept ic/sewer/dralnfle Id / ��.. Show existing buildings / i __ f Show proposed building ��'{�' Show setbacks- front,rear, sides. "?'S11M � `©�/9��-( Show lot size VH ZONING • CRITERIA — SP fi c SPOKANE � -_ t c loser than 5' to property line -need firewall and parapet )ut of rear 30'and closer than 5' need waiver from netohbor .an't cover more than 503 of rear 25' '0_:?7,) .) :orner lot - building must be 20' from property line 30 minimum setback from front Property line _ess than 8' from residence-need firewall :laxlmurn square footage- 103 of lot area(Must be less than 3.000 sq. ft.) (.310?V Vtl '9-Vet_D lay not subdivide lot so that building Is more than I0R of residual lot area t closer than S' to property line-need firewall 10' from septic/drainrleld '-ess than 6'from residence-need firewall .E EBAL SETBACKS ARE SHOWN BELOW. Will NEED TO CHECK CODE BOOK 11d0 KNOW WHAT ZONING YOU'RE IN TO BE SURE. MAXIMUM BUILDING SIZE \LSO CHANGES WI TH DIFFERENT ZONING. '>"minimum side yard setback 'i.minimum rear yard setback Minimum front and side street setback-')s'+rA", •-.•• -- 4 � WAMBEKE ENGINEERING 2913 East 61st Court Daniel Wambeke, P. E. Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com October 13, 2006 Mr. Jeff Palmer SPOKANE POST FRAME, INC. 7001 E. 2nd Avenue Spokane, WA 99212 SUBJECT: 24'X 30'X 10' POST FRAME BUILDING FOR DON REGAN, 11806 E. SKYVIEW, SPOKANE VALLEY, WA Dear Jeff: This post frame building has been sold to Mr. Regan 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 © 8" & 10' 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. The front endwall has a 3' pass door and two 4' x 3' windows. There is sufficient steel sheeting on these endwalls to transfer lateral loads imposed on the roof and walls to the post foundations. The rear endwall has a no openings. There is sufficient steel sheeting on these endwalls to transfer lateral loads imposed on the roof and walls to the post foundations. There are no openings in the right sidewall. The left sidewall has a 4' x 3' window and a 16' x 8' overhead door. Sidewall openings do not affect the lateral load resistance of the building. The 16' x 8' overhead door is directly under one truss crossing. The two trusses will be supported on a 5 1/8" x 12" glue lam beam, 24F-V4, DF/DF. The glue lam beam will rest on two 6"x 6" Hem-Fir E2 treated posts and attached to the posts with Simpson ECCQ 5 %-6-SDS2 column caps. Use standard post frame building plans for all framing details with the above exception for this building. Please feel free to contact me if you have any additional questions about the design of this building.1S. erely, / aitAA:A. IY % d416. o wi)..4....... AsN�-cei, , Daniel Wambeke, P.E. ''' ,V Oft ,` 'i a'e. °A Enclosures tG- DW:dw -AO R 18067 0 �4 A. ft `� ONAL EXPIRES /Lit-1 1 IDesigner of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems 3 O\: '4'vc Pos-7 Fizof-rfl $PokfrAJt`, GQ4 992/Z Cs ' ) az`- ce,s O zs Fc32 : hoc, E. suy✓►�e Syuk.ok,e- kilettetka , LAN. . ci010C 411 A NA 5 ,2- ': y3o )410 4''e.DAJz.vare., ikorL. sof. 5A1 6fu l4 1 60-D1+F-Nett er.. r,Y 4.11 GA,wW 44.7 ��� � " /fro o � ,8067 Or EXPIRES t111-9(q- , — ----113 dimmi .....7. . I + ' 1 1 m o i c s ,i t ....as....••••. I.6-sor-Pi s l(ri / I 1 coxia j____L . \-- ' 2-141.4(ki7s1 7 ....._. , , , .30 ,..0. „________ i _ _ _______I d —-�c---- , , ' I 1 �1,LWA44f lir P. ° wnSir4V 1.d �P . tic* a 7 C.-- •A0 •Q 18067 GSl ERGO cl. 1tt `` 'PS/ st.10 °NAL II i M 1.A4 EXPIRES (Z(z9077" , iP 1 51 Ar2.o / /8 IZ"Xi 7 C f(41-00,1s(41-00,1 • k r- 12'-0" TO 50'-0" _ I 1 WOOD COLUMNS SEE SCHEDULE 0 0 I I o CU _ - IIIII - - 0 z z 1l'L �'A of „�I 11(4 D D ,'`% 5" 10 GA. HRS 4' r 1 STEEL SIDES o _____Ed o - co i 3Q 1/4" X 3" X 6 1/4" MAIN BUILDING co o STEEL BOTTOM PL TWO 5/8"0 M. n 2 1 1/8" BOLTS THRU POST . 9' STEEL POST ATTACHMENT BRACKET LEAN—TO RAFTERS 4,'1� 2" X 10" MSR 2,250f-1,8E — 12' BAYS ,„, 2" X 10" MSR 1,950F-1,7E — 10' BAYS ` 2" X 3" S❑LID FILLER �� ,� ``\ luso,'�;;,�;, ' jog �4 / —/ NOTCH 2 X 10 T❑ SEAT IN BRACKET ;, .," " s A(.1,- • 5/8"0 M. BOLT 4 o S�ra � THRU RAFTER 4 — 30c11 � ANAL NAILS EXPIRES 12/29/07 8' 10, 6" X 6" P. T,7 47. 1 , LEAN—T❑ POST S SANS SPOKANE POST FRAME, INC. LEAN-TO BEAM ATTACHMENT TO MAIN BUILDING POST - 30 & 40 PSF L.L. DRAWN BY DATE REV. VAMBEKE 6-30-04 4 APPROVED SCALE SPFI.17 NTS 16d NAIL @ 10' ❑.C. SIMPSON JOIST HANGER 2' X 6' FULL WIDTH 2' X 6' OR 2' X 8' PURLIN ce, �' II16d NAIL @ 10' D.C. (1Li w PP w X IA � E _ 16d NAIL @ 10' D.C. XL+i QW 1 W A LJ A > > I 8 1/2' I 2' X LAMINATED TO / 2' X8' 2' X10' OR 2' X12' ENDWALL RAFTER WHERE 2' X8' 2' X10' ❑R 2' X12' VERTICAL MEMBERS - SEE CHART REQ'D - SEE CHAR 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 �SLof /1440 ill ,, Asiv--v z 7 w .. �� _ I e . W - dcAw k51018/AL > ><i 16d NAIL @ 10' ❑.C. EXPIRES 12/29/07 / 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 DRAWN AMBEKE BY DATE REV. W 6-30-04 APPROVED SCALE SPFI.16 NTS 1 RAFTER SECTION CHART SPAN BAY . LIVE LOAD RAFTER SECTION SIZE ENSIZE LL ORRAFTER COMBINATION SECTION NOTES F❑R F❑❑TING DETAIL SPACE PSF OR COMBINATION TREATED POSTS AS SIZED PER SCHEDULE 12' 0" 8' 0' 40 2 - 2' X 8' & 2 - 2' X 6' BOX 2' X 12' & 2' X 8" ® VIBRATE OR ROD CONCRETE TO OBTAIN 12' 0' 10' 0' 40 2 - 2' X 10' & 2 - 2' X 6' BOX 2' X 12' & 2' X 8' VI TEAOING 1?' 0" 1P1 0' 40 2 - 2' X 10' & 2 - 2' X 6' BOX 2 - 2" X 12" © UNDISTURBEDLSOIL 14' 0" 8' 0' 30 2 - 2' X 10' & 2 - 2' X 6' BOX 2' X 12' & 2' X 10" 14' 0' 10' 0' 30 2 - 2' X 10' & 2 - 2' X 6' BOX 2' X 12' & 2' X 10' 14' 0"121 0' 30 2 - 2' X 12" & 2 - 2' X 6' BOX 2 - 2" X 12" j 14' 0' 8' 0' 40 2 - 2' X 10" & 2 - 2' X 6" BOX 2 - 2" X 12" ��jam;\��. ,- 14' Q'IO' O' 40 2 - 2" X 12' & 2 - 2' X 6' BOX 2 - 2" X 12" DF-L #1 o 14' 0112' 0' 40 2 - 2' X 12' & 2 - 2' X 6' BOX DF-L #1 2 - 2" X 12" DF-L #1 16' 0" 8' 0" 30 2 - 2' X 12' DF-L S. STRUCT. 2' X 12' DF-L S. STRUCT. "' 16' 0' 10' 0' 30 2 - 2' X 12' & 2 - 2 X 6" BOX 2 - 2" X 12" 16, 0- 1p, 0' 30 2 - 2' X 12' & 2 - 2' X 6' BOX DF-L #1 2 - 2' X 12' DF-L S.S, 16 0 8 0 40 • 2 - 2' X 12" & 2 - 2' X 6' BOX 2 - 2" X 12" DF-L #1 a - •.•.• . . .; 16' 0' 10' 0' 40 2 - 2' X12' & 2 - 2' X 6' BOX DF-LS.S 2 - 2" X 12' DF-L S.S. WM! 16, 0' 1P' 0' 40 4 - 2' X 12' & 2 - 2' X 6' BOX DF-L S.S 2 - 2' X 12' DF-L S.S, S^ ARE R IUND DETAIL BUILDING SPECIFICATIONS FOOTING GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATIONAL BUILDING N.T.S. CODE (IBC 2003) AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATI❑NS 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* �L CEILING LL = 0 PSF CEILING DL = 1 PSF x ROOF DL ALLOWS FOR A MAXIMUM OF 3' THICKNESS OF FIBERGLASS INSULATION. .• log ��t, �s * MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF �' MAXIMUM S❑IL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL & CLAYEY • GRAVEL h � (SW, SP, SM, SC, GM & GC) SOILS OR BETTER <IBC 2003 TABLE 1804.2). LESSER S❑IL CONDITIONS <AS REQUIRED BY v:- THE BUILDING OFFICIAL) WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. CONCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psi, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE 'O l' CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-92. .pie 7 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 19% BY WEIGHT. NAILING SHALL CONFORM TO IBC SSI yG TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPLICABLE SECTIONS OF CHAPTER 23 OF THE IBC. CCA TREATED ANAL 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 DIMENSI❑N AND IExPIREs 12/29/07 GRADED BY WWPA GRADING RULES, UNLESS NOTED OTHERWISE ON THE PLANS. BOLTS & HARDWARE - HARDWARE SHALL BE SIMPS❑N OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM A307. ROOFING & SIDING - METAL PANELS MAY BE STANDARD RIBBED STYLES AVAILABLE FROM LOCAL MANUFACTURERS, GALVANIZED OR PAINTED, 29 GAUGE MINIMUM THICKNESS, ASTM A653 STRUCTURAL QUALITY <SQ), Fy = 80.0 ksl. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 3€' 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 REC❑MMENDATI❑NS. POST BUILDINGS SOIL COMPACTION - ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH A VIBRATORY COMPACTOR TO 95X OF THE PROCTOR DENSITY AS DETERMINED BY ASTM A1557, METHOD D. IF THE BACKFILLED MATERIAL HAS A LEAN-TOFRAMEBEAM BUILDINGS SPECS & FOOTING OTHER GREATER THAN 6',H COMPACTIONNTHE MUST P❑TS AND HEIR FOOTINGS TESTING MUST EXTEND QUALIFIED INT❑ VIRGIN PROFESSIONAL. DEPATH UNLESS OTHERWISE NOTED ON THE PLANS, DATE BY RAVN REV, EQUIVALENT TO THAT INDICATED ON THE PLANS. DD A N BY DATE SPFI.15 APPROVED SCALE NTS . rl . / PURUN SIZES AND SPACING i `` �� USE 2' X 6' DF-L 02 @ 2' 0'O.C., 8' BAYS �lIt USE 2' X 6' DF-L 02 0 2' O' MC, 10' BAYS USE 2' X 8' DF-L 02 @ 2' 0 O.C., 12' BAYS PURIM CONNECTION METHOD ' PURLINS WILL BE HUNG FROM LEAN TO RAFTERS WITH STANDARD RIlPSON JOIST /`1 HANGERS OR EQUAL. I 41 NOTES FOR LEAN TO CONNECTION DETAIL `- ®MANUFACTURED TRUSS `I NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. ®TRUSS SUPPORT POST. SEE POST/FOOTING SCHEDULE. 03/4' DIA. MACHINE BOLT __ or X 6' X 24' DF-L CONNECTION BLOCK 4410Ip `� PROVIDE BLOCK EACH SIDE OF POST. PURLIN. SEE CHART AT LEFT FOR SIZES. §TYP. 2' X 6' C R 2' X 8' DAVE GIRT `I2' X6' DF-L GORTS@24' O.C.. TYPICAL 8', 10' OR 12' BAYS ®6' X 6' FULL SIZE LEAN TO POST .3) Q 16d NAILS ��• 1®LEAN-TO RAFTERS - SEE CHART 6 SECTION A-A ® '\1L��A afir, is; i" e "itl',A 4 ii NOTES FOR LEAN TO GIRTS I6 GIRTS ARE NOT REQUIRED FOR SUPPORT OF POSTS. 3 BUILDING LEAN TO'S MAY BE OPEN OR ENCLOSED USE 2' X 6' DF-L 02 GIRTS @ 2' 0' O.C. FOR 8' BAYS Z7 USE 2' X 6' DF-L *2 GIRTS @ 2' 0' O,C. FOR 10' BAYS •0 USE 2' X 6' DF-L *2 GIRTS @ 2' 0' O.C. FOR 12' BAYS +eit18 S S1T661���o e`st ONAL b 0 EXPIRES 12/29/07 CZZ1Y'r .. :..e :f.• iv ' SPOKANE POST FRAME, INC. Amow POST FRAME BUILDINGS, 12' TO 50' SPANS ' LEAN—TO ADDITION TO POST FRAME BUILDING LEAN—TO FRAMING PLANS ' j CONTINUOUS ROOF SLOPE •!.' DRAWN BY DATE REV. w*; WAMBEKE $-30-04 •`1 APPROVED SCALE SPFI.14 NTS E. 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 ►Z� THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES 1" X 4' OR 2' X 4' WEB MEMBER BRACING FOLLOW THESE INSTRUCTI❑NS 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 111.10- 1.1111 610 V V Ii1.1 1.1 •���' 0, TRUSS WEB MEMBER TRUSS WEB MEMBER C' SECTION B—B SECTION B—B s`r° 18818jONAL �� AT INTERIOR TRUSSES AT GABLE END TRUSS EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS TRUSS WEB BRACING DRAWN DY DATE REV. WAMBEKE 6-30-04 APPROVED SCALE SPFI.13 NTS Si ® 0 B � S 4 ---\ / ,,o i t ,„ 1:4, Pk 4 ® . o TYPICAL RUSS BOTTOM CHORD BRACING x,80„' N.T.S. SjONAL # NOTES FOR TRUSS BOTTOM CHORD BRACING 0 GABLE END TRUSS EXPIRES 12/29/07 0 DOUBLE INTERI❑R TRUSSES 0 2' X 4' X—BRACING @ 10' 0' O.C. SHEATHING REQUIRMENTZ 0 2' X 4' BOTTOM CHORD BRACING @ 10' 0' O.C. THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED' * ROOF STEEL' 29 GAUGE GRAND-RIB III, 36' WIDTH OR EQUIVALENT SS TOENAIL BRACES TO TRUSSES WITH DE 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 — lOd NAILS EACH MAJOR RIB THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED' 1° * ENDWALL STEEL' 29 GAUGE GRAND-RIB III, 36' WIDTH OR EQUIVALENT * FIELD SCREWS' k10 x 1 1/2' € 9' O.C. (NEXT TO HIGH RIB) 1'� — — 16 d NAILS €BASE BOTH GIRT SID END OF EACH MAJOR ORIBHEADER SCREWS 1114 x 1 1/2' NW ' ' DIAPHRAGM SCREWS 'l- CLI 1 DIAPHRAGM SCREWS 2 ENDWALL BASE GIRT ACROSS •—+ 6" 8" ❑R ENDWALL DOOR HEADERS & GABLE END TRUSS TOP CHORD, _ 10" POST EAVE & RIDGE PURLINS ON ROOF a GIRTS cu (T Y P ) ' DIAPHRAGM SCREWSI TYPICAL SCREW PATTERN, EXCEPT AS -, NOTED ABOVE J_ METAL SIDING I STEEL SHEETING SCREW PATTERNS '' N.T.S • �/ SPOKANE POST FRAME, INC. NAILING PATTERN FOR POST FRAME BUILDINGS, 12' TO 50' SPANS POST LAMINAT10NS TRUSS BRACING & POST LAMINATIONS NOTE! 2' X 6' LAMINATE MUST BE A TREATED MEMBER DRAWN BY DATE REV. AND MUST EXTEND TO THE BOTTOM OF THE F❑❑TING. WAMBEKE —30-04 LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN APPROVED SCALE SPFI.12 NTS j `i ti i \--CM \--GM OVERHEAD DOOR SLIDING DOOR OPENING OPENING ` \ / , / / // /\,V,%, / / / ,%/ // / /V TYPICAL SIDE ELEVATION NOTES FOR SIDE ELEVATI❑N N.T.S. ; :L N 0 2' X 8' HEADER -.*$,°1Vt. R '.41 S2 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS "� ,^ A 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS , v. TREATED PDST180-7 - 16d GALV. NAILS EACH GIRT AS' ONAL ,Ic~ EXPIRES 12/29/07 f..? 2' X 6' GIRT (FLAT) .... SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS SIDEWALL FRAMING DRAWN BY DATE REV. APPROVED EDE SCALE O� TYPICAL GIRT CONNECTION SPFI.11 NTS 4 712_orliroo. Or' %ail, . 4 #2___ irop.-1. -..i . 440 .. III L ____ —,7-<--4) Iz C (a—Ns_ _.‘ I I_ I L C 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�11,A S1 HALF TRUSS DESIGN BY OTHERS •�/ ,INO P ;a 0 2' X 10' HEADER UP TO 12' 0' DOORS /'J P-11 2' X 12' HEADER UP TO 20' 0' DOORS 2' X 12' BACKED WITH 2' X 6' UP TO 24' 0' O Ie0-7 S3 2' X 6' HEADER s' rsT ° G~ `10NAL 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 BY DATE REV. WAMBEKE 6-30-04 APPROVED SCALE SPFI.10 NTS 0 4 � A� ►i'i`i GABLE END TRUSS __12 — NAILS AOMIIIIIL '�� '_i 8 16d DESEE 11...... 11111111111r 3TAIL t I ' 2' X 6' X 18' 8 16d NAILS I �I 20' 0' MAXIMUM _ B❑LYING BLOCK CORNER POST i-1 'M' I I I I, © 11111111111111: a.--a v. --a --a -v.--a --a xa-Na --a �� --�- � .a\. -v. "' 8 — 16d NAILS 2' X 6' X 18' j' SINGLE OVERHEAD DOOR ❑PTI❑N BOLTING BLOCK DETAIL 3 FRONT ELEVATION TRP, GABLE END TRUSS C❑NNECTI❑N USE BOLTING BLOCKS BELOW N.T.S. ALL CORNER COLUMN GIRTS NOTES FOR FRONT ELEVATION 0 HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2' X 6' OR 2' X 8' STD J❑IST HANGERS, LOWER TRUSS FOR END OVERHANG, IF REQ'D 0 2' X 10' HEADER 1�L L , S3 . 2' X 6' GIRTS @ 24' ❑.C., 10' BAYS, DF—L #2 •,' 4,01 " °r ,�y, 2' X 6' GIRTS @ 24' ❑,C,, 12' BAYS, DF—L #2 rf 4ei , / 0 2' X 8' FACIA BOARDS .-d SS TREATED WOOD POSTS, SIZED PER SCHEDULE v6 SPOKANE ,� ieosz '� SPOKANE POST FRAME, INC. S6 TREATED 2' X 6' BOTTOM GIRTSS�IST ° ti POST FRAME BUILDINGS, 12' TO 50' SPANS OR TREATED 2' X 10' BOTTOM GIRT 4ONAL #C ENDWALL FRAMING PLANS & CONNECTIONS DRAWN BY DATE REV. EXPIRES 12/29/07 WAMBEKE 6-30-0� APPROVED SCALE SPFI.8 NTS NOTES FOR FLOOR PLAN C) INTERI❑R FRAME WOOD POSTS, POST SCHEDULE. 0 GABLE WALL POSTS - 6" X 6" TYPICAL uQ / SPAN / DOOR POSTS - 4" X 6" TYPICAL FOOTINGi Ix DIMENSI❑NS - L,j l, -k w Q MAXIMUM B = P❑ST SPACING 12' 0" J Q oDOUBLE TRUSSES © PURLINS @ 24" ❑.C., BEARING OR /V, a /V, a /V„ / J ® . J❑IST HANGERS <TYPICAL) z a z < z < Zw 40 J J J 5 J J ''' J LJ D LD J W J IL > Q- > (1. > eL L/5 13 O O O L- O a O Q LL x i x N - x N o � x � CO (U 0.. .-)1 CU IL . N a- ala Q' W O W O W O Q Q J nnOiRLE TRUSSES / U / U / L) / L., (4 (4 L' 1L M .. I z z z >- (.,..1J A ) A J 1-- J f- J ~ JU 1 • 1 :‘.0 dd . .cifi • :.0 . • 1 tz " Al i CD 0 . c, CO 0 tftr A A O x O x •O X x ires'i, 1 • r A' Co (U N r, (U N .� (U al CL.I ❑W �O ,p, W W °U W als ``*185"940 N. M em SINGLE TRUSS m SIGNAL e / / / / \--® \--® \--® EXPIRES 12/29/07 PLAN VIEW N.T.S. SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS PLAN VIEW DRAWN BY DATE REV. WAMBEKE 6-30-04 APPROVED SCALE SPFI.01 NTS mom M SEE • DETAIL 1 12 ^` ziiiir DETAIL SEE 4I �t� `A 4., OW A WI Le Alliki/47k t D NOTES FOR SECTI❑N A-A J o O TYPICAL PURLIN, SEE FLOOR PLAN FOR SIZE S2 TRUSS DESIGN BY OTHERS 8 Z Q S3 2' X 6' @ 24' 0, C.) 10' BAYS DF-L #2 GIRTS FLAT @ 24' O.C. Li = p= 2' X 6' @ 24' O. C., 12' BAYS SEE 8 9 E U DF-L #1 GIRTS FLAT @ 24' O,C, DETAIL L- OR 2' X 6' DF-L #2 GIRTS FLAT 2 w WITH 2' X 4' BACKERS @ 48' ❑• C. 8 w 0 CONCRETE FOOTING, SEE SCHEDULE .*'--;r S5 EXTEND POST TO TOP OF PURLIN ' ROOF FASTENED TO PURLINS WITH iy. .1y° 1 1/2' LONG W❑❑DFAST TEKS, Q ';' WALLS FASTENED TO 0 , GIRTS WITH 1' LONG `: SEE FOOTING 1�L W WOODFAST TEKS. DETAIL - LJLJ `. Q4 Wer r„:,.. tog♦ , /' r.tit.- BUILDING SECTION A A 180-7 N.T,S, sr C> ONA EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS BUILDING CROSS SECTION DRAWN BY DATE REV. WAMBEKE 6-30-04 APPROVED SCALE SPFI.03 NTS PURLIN CONNECTION METHODS: A), PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD P�R�IN FACES W/ STANDARD MfTNQD N/VEC„aN SIMPS❑N J❑IST HANGERS OR EQUAL, B), PURLINS MAY BE BUTTED AND NAILED W/(2) 16d NAILS INT❑ EACH PURLIN, i j�%��i 6' C). PURLINS MAY BE ��/ iiiiiiiii LAPPED ANDNAILED PNR�IN W/(3) 16dNAILS, MCTNODONBCCTI 1�' • ON ON CONNECTI❑N METHODS / 'B' AND 'C', TOENAIL w. ®/ NOTES FOR CONNECTI❑N DETAIL BACK SIDE OF PURLIN _ �� ' pUR S1 TRUSS DESIGN CHORDSTRUSS TOP BTRUSS MANUFACTURER W/(1) 16d NAIL INT❑ I MET C� EACH TOP CHORD MEMBER NOD A/Ccr- s2 PURLIN SUPPORT STRUT 2' X '4' X FULL ® /./ I DEPTH OF TOP CHORD PLUS PURLIN, NAIL PURLINS W/(3) 16d NAILS f //•4011°11F"- " ® S3 NAIL STRUT TO TOP CHORD W/(3) 16d �I �' NAILS EACH SIDE, 1 0 0 MANUFACTURED TRUSS. NOTCH POSTS 1-1/2' EACH SIDE TO PR❑VIDE TRUSS SEAT. 0 WOOD POST, SEE POST/FO❑TING SCHEDULE. CO 0 4 - 40d GAL V, NAILS IN PRE-DRILLED HOLES OR 3/4'4 MACHINE BOLT `\11'�W 1 S7 SOLID BLOCKING AT CONNECTION POINTS. �' �$��t ,' ® S8 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE �� ytt ; frf 02' X6' OR2' X8' TOP GIRT Pd 1 9 . . 0 4 - 16d NAILS OR 3/4'4 M. BOLT s 4Ptcre op ti 1 `SjQNAL #� EXPIRES 12/29/07 SPOKANE POST FRAME, INC. DETAIL 1 - TRUSS COLUMN POSTUFRAME-COU N BUILDINGS,O12IO TO 50' SPANS TRUSS-COLUMN CONNECTION CONNECTION , PURLIN SUPPORT DRAWN BY DATE3REV. WAMBEKE 6-30-04 N.T.S. APPROVED SCALE SPFI.04 NTS 12 \ 011, 4Ip \mil* 4 `'�� 4 � 4.v —waft*, DETAIL \'��00. `/I` II II m S4 .3! — — � _ L cr '� 3068 MANDOOR ❑PTI❑N D OPENING SPLIT SLIDER DOOR ❑PTI❑N A OPTIONAL FRONT ELEVATION OPTIONAL FRONT ELEVATION N.T.S. N.T.S. NOTES FOR ❑PTI❑NAL FRONT ELEVATIONS •',V #� S1 HALF TRUSS DESIGN BY OTHERS � � . , i� S2 2' X 10' HEADER UP TO 12' 0' DOORS ;fire 2' X 12' HEADER UP TO 20' 0' DOORS 2' X 12' BACKED WITH 2' X 6' UP TO 24' 0' o irr S 3 icio 2' X 6' HEADER `rIONALG 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' KINGP❑ST SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS OPTIONAL ENDWALL FRAMING DRAWN BYDATE REV. WAMBEKE -30-0 APPROVED SCALE SPFI.09 NTS NOTES FOR DETAIL 2- KNEEBRACE 0 . ___.---A•101,11 Si TRUSS TOP CHORD, DESIGN BY OTHERS S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS ij2-i/2' �o *� S3 2' X 6' DF-L #2 EACH SIDE ' IIP �/'' S4 WOOD POST, SEE POST/FOOTING SCHEDULE z,~\ ® S5 4 - 16d GALV, NAILS, EACH SIDE I-- 1). KNEE BRACE REQUIRED WHERE 0 SHOWN ON P❑ST/FOOTING SCHEDULE. BRACE N❑T REQUIRED AT GABLE END TRUSSES. 2). ALTERNATE KNEE BRACE/POST AND TRUSS/POST LL CONNECTI❑N = USE 3/4'0 THRU BOLTS, • EACH LOCATION. re 411°44110 ( 2 • o r,! 1 1/2' e001// ,..eolostvAREQ4t, ,,,‘„A/ DETAIL 2 — KNEE BRACE o els N,T,S, S`r1ONAL 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 — 0-0 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 F. 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. D� .: LESSER SOIL CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY \%. THE ENGINEER. 1 CONCRETE — MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psi, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO F- ACI 318-92. WOOD — STRUCTURAL LUMBER SHALL CONFORM TO DF—L #2 OR BETTER BY WWPA y� GRADING RULES. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPROPRIATE SECTIONS OF CHAPTER 23 OF IBC 2000. ALL NAILS INTO TREATED WOOD SHALL BE 4,44:::::::. HOT—DIPPED ZINC COATED GALVANIZED STEEL, SILICONE BRONZE, COPPER OR STAINLESS STEEL. CCA TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF _':' D.A._ AWPA STANDARDS C-16, C-22, C-23, C-24 & C-28. POSTS FOR BUILDINGS SHALL E AS TED ON THE PLANS. ALL POST D DIMENSION AND GRADED BY WWPAEGRADING RULES. HARDWARRIALS SHALL BE HEM—FIR #2 ORBETTER, TFUFOOTING DET A L SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTMr.�r A307. METAL PANELS MAY BE DELTA RIB STYLE, GALVANIZED OR PAINTED, 29 A 410 GAUGE THICKNESS, ASTM A653 STRUCTURAL QUALITY (SQ), Fy = 80.0 ksi. ROOF „..::.4„a * I' Ito4, PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 1/2" LONG 9 -�' � , ', METAL TO WOOD FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED, GASKETED 1" OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE (•) _ INSTALLED AND FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. O tP SOIL COMPACTION — ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE 44, 180-Iao-77° Gti. COMPACTED WITH A VIBRATORY COMPACTOR TO 95% OF THE PROCTOR DENSITY AS SINAL 1 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 DRAWN BY DATE REV. WAMBEKE 6-30-04 SPF1.06 APPROVED SCALE NTS I( K 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, YD 10'-0" 8'-0" 6" X 6" 18" 3'-0" NO 0.20 10'41" 10'-0" 6" X 6" 18" 3'-0" NO 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'-O" w NO 0.20 10'-0" 16'-0" 6" X 8" 20" 3'-0" NO 0.24 10'-0" 18'-0 -0 " 6" X 10" 20" 3' " NO 0.24 10'-0" 20'�"�__ 6;� X 10" 21" _.. 3,-0"__-____. __ NO.�._�....� ._.. O.27 7 12-0" 8'-0" 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 1�,L ��oAn ,r, qt.olfti NOTE: ,'°'elg . , ' 4.44T.4,0 ti 1 . THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH ;' m s'sI + .x ONAL 2" X 6" LAMINATIONS. r 3 0 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM-FIR #2 TREAD POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, EXPIRES 12/29/07 ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM-FIR #2� POS 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 HEIZ, 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 — 12' TO 24' 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 SCALE SPFI.07A NTS PROVIDE DIAGRAMS AND ENNGIN4L ERING LAYOUTS FOR ROOF 1 RUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS • B�VVII ^e SPOKANE VALLEY MN DING • TNS __I_Q. 2 3. v