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2007, 05-24 Permit App: 07001951 Pole Bldg Project Number: 07001951 Inv: 1 Application Date: 5/24/2007 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 30 X 40 POLE BLDG 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: gra. ._ e Plat Key: 001854 Name: OPPORTUNITY PLAT#03 District: Nort Parcel Number: 45174.2109 Block: Lot: SiteAddress: 404 N WALNUT RD Owner:Name: SIMMONS,SCOTT D&KATHLEE Address: 404 N WALNUT RD Location::CSV SPOKANE VALLEY,WA 99206 Zoning: UR 3.5 Water District: 011 MODERN Hold: ❑ Area: 19,666 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: _ . ., ,. :r : Review Building Plan Review Released By Landuse/Zoning/HE Conditions ." Releaseda A �, :. :+ . �.. ��$,: ._ Operator: JD Printed By: JD Print Date: 5/24/2007 Project Number: 07001951 Inv: 1 Application Date: 5/24/2007 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 30 X 40 POLE BLDG 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: 001854 Name: OPPORTUNITY PLAT#03 District: Nort Parcel Number: 45174.2109 Block: Lot: SiteAddress: 404 N WALNUT RD Owner:Name: SIMMONS,SCOTT D&KATHLEE Address: 404 N WALNUT RD Location::CSV SPOKANE VALLEY,WA 99206 Zoning: UR 3.5 Water District: 011 MODERN Hold: ❑ Area: 19,666 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information:.: - xm ., , Review Building Plan Review Landuse/Zoning/HE Conditions Released By Operator: JD Printed By: JD Print Date: 5/24/2007 ' Project Number: 07001951 Inv: 1 Application Date: 5/24/2007 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 Building Characteristics Building Height 15 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation POLE BDLG U-1 VB old— 1,200 $22,800.00 1,200 $22,800.00 Totals: 1,200 $22,800.00 1,200 $22,800.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $363.25 ACCESSORY PLANS REVIEW 1 SELECT $90.81 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $458.56 Notes: Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $458.56 $458.56 $0.00 $458.56 $458.56 $458.56 $0.00 $458.56 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: JD Printed By: JD Print Date: 5/24/2007 Permit Center Spokane 11707 E Sprague Ave, Suite 106 PERMIT NUMBER: ‘��'"� IJjJVj�Q Spokane Vi � GFA '492� � jValley. , PERMIT FEE: (509)688-� i.,FAX (509)688-0037 ! www.spok4lieV;allev.or Community Development _ 2 7 Residential Construction Eli Teonstruction _ Accessory Bldg Permit Application ' AP - - "� ��`i��ddition/Remodel n Deck n Other: SITE ADDRESS: I 0 y IV ki/IL J t'T' Aal5°0k..-1-Ail, (, C?206 ASSESSORS PARCEL NO: l /.5/'} " Z I O'( LEGAL DESCRIPTION: Building Owner: Contractor: Name: rxn14 LRs kc►d.Lt ) ..s # sS ilh,wu�nlS Name: l;pok4, c 4 - y�r �n.�4 -T C7Address: N N L �6t, Address: u 6 id_ DD[ t/i-s i Z A . City: SF,v('`--A-Nz,- State: 191. Zip:41206 City: SF�d�4nr..4 State: �,� Zip: ”zit_ $ Phone: , 9_ Li 3,t3 Fax: ` [ Phone: q L4 _b,?6 Fax: 2.4.1 ` 5141 Contractor Lic No: Exp Date: Contact Person SPo i<APFl`t Sw City Business Lic.No: Name: Phone: Describe the scope of work in detail: Cost of Project: $ `21l 6o 2 30 4 D- l 6' G ,( / S z .� .c -Nt ,rl. u L Proposed Use: i,. — � 7- e, fid, rcl **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: 1c../ DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE: 3v �o'Xt0' MAIN FLOOR TO SQ. 2"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: 1200 0__ 0— _�-- AREA: FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: 0— t'-oo jil PROPERTY: #OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: R OR--SEPTIC? Po c- t � , —_ ►� s f ur �� The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of l --> dwellingis/will be served byor on a owner.dwe .n3)the potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property 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: (3/4( , �, (J DATE: 572--- --! `3-- Method of Payment: 0 Cashheck 0 Mastercard 0 VISA Bankcard#: Expires: VIN#: Authorized Signature: REVISED 2/15/07 SPanokane Valley �-• 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 509.921.1000 ♦ Fax: 5D9.921.1003 • cityhall@spokanevalley.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 118") 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 ❑ Roof framing plan and details ❑ Furnace and hot water heater location. . 0 All header locations: type, size, and connections • ❑ Foundation plan ❑ Insulation information ! . . ..., 4.1107 . .., 4.9017 1 Of cr 1 Ar 4.1205 41••. m. 4t) .:.- 4.9018 _ I ,: 4.1\706 : 69 RI 0 (Ii..17Z1 1 Z • 7 ; 1-1 flA fro io . 1.1 u. vritoa 71 . 1 , 4.2104 , .. -- . 4.2209 , = - 42113 - .J •• " 3‘F21 . - 1 &r-952 ' -r4 A; .2210 1111 -II I o .., 42105 _ ., 422132 - L r... 1 7 .c3 Ai :. - 1 40 1 . 4.2114 1193 4.2115 1 ; . . 2.c. 151 fig c = 742112 : -_- 42204 in - 1 1 5P. 7 I fl 4 1 .. _ - - - 4:.22:11. 1 _-- ,i. _ . 7:1 i .. _ 2 c 1-3 4.2214 - z 1-3 I 4.2107 2 -Iii ., = - ,,, ---. 1 4.2224 2 5.76 ... 7 rl ..._ z 1--1 0 .8. z 1 ISM15_1_, /1/ / 1 1; q 4221 ci2 . , t = _ ___ _ r _ il'i iI - 4.2106 , / . ,222i1 ilii.:;:i2-,.•;-..,,,/, s1.1 ._ H 1 - 4.2108 .."‹ : : 1 :7;1--% ,fo4r yo,•A, 2., 21 6 - . 1/. .,.,,,,,.;...:. fon. 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JOB •N Bred Pole Buildings !LAME 5C -Si i t' 6-..._—_ _ y _ ADDRESS. , • DFIOtJE ' --- �3 - -_- r•s LEGAL CESCRIPTION 509-92.6-0865 • Fax 509.9:4.5161 Id yl u,i1 t. /1 T.t... lt-?Loa.-- or 1.866.926-0865 Visit us at —____....____ www.spokar.epostfrarne.am --- C.10 AA).3 Ql:r "VIC) ... I.Si Paan FgI '�s 'y 'L i e. Iv r4167, i.=_...... -------\1/4-7 .' 3Gi�l� / v.. (DJ "?etS:alley ......7:t . '0.ic/sewer/drainf le id 'sting buildings / _ : :;.lased building • ; ;ack5 - front,rear, sides. 1 ; -Jai 'NINO DEPT. APPROVED q,' size , \{:e_ 0,4_. s__,__\.L.,,,,_) CRITERIA — SPOKANE �''f �c�� 0 • •• -3- . aperty line-need f IrewaII and parapet - . : cser than 5'.-need waiver from neighbor "' ,^501 of rear 25' must be 20'from property line ° ' l from front Property line -+deme-need firewall :age - 103 of lot area(Must be less than 3.000 sof t.) so that building is more than In of residual lot area • .. Tnperty line -need firewall _ -field e , •Aence -need f lrewal! ,1C ARE 5H3WN BELOW. WILL NEED TO CHECK CODE BOOK ., i' +TING MITRE IN TO BE SURE. MAXIMUM BUILDING Sinn WAMBEKE ENGINEERING 2913 East 61st Court Daniel Wambeke, P. E. Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com May 17, 2007 Mr. Jeff Palmer SPOKANE POST FRAME, INC. 7001 E. 2nd Avenue Spokane, WA 99212 SUBJECT: 30'X 40' X 10' POST FRAME BUILDING FOR KATHI LANKFORD, 404 N. WALNUT ROAD, SPOKANE VALLEY, WA 99206 Dear Jeff: This post frame building has been sold to Ms. Lankford 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 @ 10'0" 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 an 8' x 7' overhead door and a 4 x 3' window. 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 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 is an 1-8'x 8' overhead door in the left sidewall. The right sidewall has no openings. Sidewall openings do not affect the lateral load resistance of the building. The 18' x 8' door opening is directly under a pair of trusses supporting the roof. These trusses are supported by a glue lam beam 5 1/8"x 13 '/2", 24F-V4, DF/DF. The glue lam beam rests on 6" x 6" Hem-Fir#2 treated posts with Simpson ECCQ 5 1/4-6 SDS2 column caps. Use standard post frame building plans for all framing details for this building with the above exception. Please feel free to contact me if you have any additional questions about the design of this building. Sin erely, 6 —CreL 64114 ‘,1- �j WA Daniel Wambeke, P.E. \-oF WAS rit 4 Enclosures 4•• . DW:dw „o k 9-- it, O`�FBsrE�_„sj NAL , O 2 EXPIRES !u 14( Designer of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems ?C 1 i-ft 7 r f' S??.) vL 0 . / 4-7,tZ LCL re, SS-© H- S,r4nem;-5 ?o'F 'V ci;it1/4y 4- 5/0 g42oi 3o '¼mak /0 &x& 5 c 1- pest 2/f, 04kc` : Wao& 30v2,0 F,Akiesai ticcAtioi Awl L , r C?x, R18067 Qi cc EG/sret�E G 1°NAL IEXPIRES(K m- . • _ ..- • a. '......I.$'," _,.•4—' * 7—.,—......—,.......„ + . 441 2 1 .- 1 _-::L_L.............- - -...:: . • - - . I —I— r• 1 I . , , [ 11 li , 1 1 i 1, • Ii z.--,, 1 . . , 7 1 I 0 cs, c-p, _ I 1 1 t ,,O.N i N ..,. I -...1. 1 ! • " • ., 9• '•----- ------1P--- : • , %I I 46 1 f ! I 1 I i 2 , i 1 i I • fik, 4--FT-7.-- c I . :. _._-•a71.71t1 LT). . 1 1 1 - --------- ,_1,1-: -.-F.. - 1 i 1 , fa 0 GO L Wil4p, T \O' V I OV WA .°. 4:2' Aft, eft, __ 4 oko , i . co • Si,,, / L (I.0 se 7.- -0 isf_ •.p gx, k 18067 0 t<AN,,k'G/STEikce/ -WONAL r's- IEXPIRES/2-'(‘'Ve/ I immimming NOTES 6"F❑RX 6F" L❑❑RTYPICAL PLAN © INTERI❑R FRAME WOOD POSTS, POST SCHEDULE. 0 GABLE WALL POSTS - LiSPAN 1-- t DOOR POSTS - 4" X 6" TYPICAL zo w /l, -k F❑❑TING DIMENSI❑NS - J Q QMAXIMUM POST SPACING 12' 0" / A �� Q /� A w DOUBLEBLTRUSSES e PURLINS @ 24" ❑.C., BEARING OR J J❑IST HANGERS (TYPICAL)o o Z w �o J CJJJ �( ce J W � W � W CeJ a- > IL > 0_ > 2 L` ;0 —I , ;D J ' J 0 W p O p 0 W LL p o Q l— X X �t 63 N IL O) (U W O) % CL ( I �, (Y ,...i (U O W p W o W p (4 M Cl (4 .4' W L_ 0 J 0 J 0 J N(/1 D a s� nnQ;RLE TRUSSES o v) ict (41E! C) I z > z r z } ZJ 3 J 1-- J I- J A A o o o ) C o � o k I �F � ' T I a a a p N a, ox N pxN XU \ fief A (U N 01 �—I CU �1 LLJ @1 CaJ W W 75 • - /" �= 4tkyis)4,4,9 444.7 �� °1 SINGLE TRUSS s%NAL G (g1 6Z \-® \-® \--® 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 i 12'-0" T❑ 50'-0" r _ _ _ _ _ . _ _ , . _ _ _ _ _ . _ .. . . _ \ WOOD COLUMNS SEE SCHEDULE 0 0 1 1 O Cu my ZZ Hi-1 N$14 V4110 i,°F vhf 0 o � \000 -, �1 I-11 . 0 , , , elx \-1s 49 �?� �'o',� ' 180 �`' � CU (U `SIGNAL W W EXPIRES 12/29/07 D • - . - - - - - - - - - - SPOKANE POST FRAME, INC. ROOF FRAMING PLAN POST FRAME BUILDINGS, 12' TO 50' SPANS ROOF FRAMING PLAN WAMB DRAWNEKE BY DATE6-30-04 REV. APPROVED SCALE SPFI.02 NTS IIIMII SEE DETAIL 1 12 SEE 4 cice° ' 'DETAILIAat 0 . � :: rOTESF❑R SECTI❑N A-AFS1 TYPICAL PURLIN, SEE FLOOR 8 PLAN FOR SIZE N ,,,,..„7: J S2 TRUSS DESIGN BY OTHERS 8 Z D 0 2' X 6' @ 24' O. C.; 10' BAYS I-1--1 ~- q DF-L #2 GIRTS FLAT @ 24' ❑.C. _ El_ t 2' X 6' @ 24' 0• C., 12' BAYS SEE l''' S3 U DF-L #1 GIRTS FLAT @ 24' D.C. LJ- ❑R 2' X 6' DF-L #2 GIRTS FLAT DETAIL w WITH 2' X 4' BACKERS @ 48' O. C. 8 ( 0 CONCRETE F❑❑TING, SEE SCHEDULE i 0 EXTEND POST TO TOP OF PURLIN ROOF FASTENED TO PURLINS WITH ' A ,� . 1 1/2' LONG WOODFAST TEKS• '. ' WALLS FASTENED TO ' O :.: ; .: S4 :.;•; GIRTS WITH 1' LONG SEE FOOTING .. W❑❑DFAST TEKS, DETAIL � ' B• ..101 us�i,� ,. BUILDING — '� r ` - � SECTION A A �o _ .. Not.N.T.S. , .p-wZS� ' ss%ONAL yG EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS BUILDING CROSS SECTION DRAWN BY DATE WAMBEKE -30-0 REV. APPROVED SCALE SPFI.03 NTS ammilimmilmmmimmil 410 PURLIN CONNECTI❑N METHODS: A), PURLINS MAY BE HUNG 1 OFF THE TRUSS TOP CHORD PU FACES W/ STANDARD / '/CTNO Y,rerioN SIMPSON J❑IST HANGERS OR EQUAL, B), PURLINS MAY BE • BUTTED AND NAILED W/(2) 16d NAILS /�j INTO EACH PURLIN, _i� �1i'� O. PURLINS MAY BE LAPPED AND NAILED _ W/(3) 16dNA IL S, P ME yoDO/yNeCrl ON C❑NNECTI❑N METHODS 12. B• �N 'B' AND 'C', TOENAIL ®/ NOTES FOR C❑NNECTI❑N DETAIL BACK SIDE OF PURLIN .� S1 TRUSS TOP CHORDS W/(1) 16d NAIL INT❑ �. ,CI TRUSS DESIGN BY TRUSS MANUFACTURER EACH TOP CHORD MEMBER Mf H0r NceCrl0N S2 PURLIN SUPPORT STRUT 2' X '4' X FULL 60 ® ��j DEPTH OF TOP CHORD PLUS PURLIN, NAIL PURLINS W/(3) 16d NAILS NrNo„.........." 1 ® S3 NAIL STRUT TO TOP CHORD W/(3) 16d I) r NAILS EACH SIDE, I ' S4 MANUFACTURED TRUSS. NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. ;;;;wer OD '1 ' e 0 WOOD POST, SEE P❑ST/FO❑TING SCHEDULE, 0 4 - 40d GALV, NAILS IN PRE-DRILLED HOLES W., W.441/, OR 3/4'0 MACHINE BOLT 4\��o�f ,1, / ® S8 S7 S❑LID BLOCKING AT CONNECTION PINTS, TYP, PURLIN, SEE FLOOR PLAN FOR SIZE 0� `qt -' �iii S9 2' X 6' OR 2' X 8' TOP GIRT ri0 4 - 16d NAILS OR 3/4'0 M, BOLT 76o ��S•�'*Isms SIGNAL # EXPIRES 12/29/07 / SPOKANE POST FRAME, INC. POST REDETAIL 1 - TRUSS COLUMN TRUSS-COLUMN (CONNE, 12' CTION TO 50' SPANS CONNECTION , PURLIN SUPPORT DRAWNHY DATE REV. WAMBEKE 6-30-04 N.T.S. APPROVED SCALE SPFI.04 NTS NOTES FOR DETAIL 2— KNEEBRACE 410 ANN II S1 TRUSS TOP CHORD, DESIGN BY OTHERS m S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS �t2-1/2r ��� S3 2' X 6' DF—L #2 EACH SIDE S4 WOOD POST, SEE P❑ST/F❑❑TING SCHEDULE 2)\ ® SS 4 — 16d GALV. NAILS, EACH SIDE F— 1), KNEE BRACE REQUIRED WHERE (.1 o SHOWN ON POST/F❑❑TING SCHEDULE, BRACE NOT REQUIRED AT GABLE END TRUSSES, Co 2). ALTERNATE KNEE BRACE/POST AND TRUSS/P❑ST CONNECTION = USE 3/4"� THRU BOLTS, O EACH L❑CATI❑N. 2 ® i 0 . 174. 1 1/2r S4 ,.'`�ot e ft'i / t. '(;2;:1;72 5 ' `�4 DETAIL 2 — KNEE BRACE ,,t 94, Ies N.T.S. 1 S1ONAL44/ # EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS KNEE BRACE TO COLUMN & TRUSS VAMB DRAWNEKE B DATE6-30-04 REV, 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 CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 30 OR 40 ® TREATED POSTS AS SIZED PER SCHEDULE 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* CEILING LL = 0 PSF CEILING DL = 1 PSF U UNDISTURBED S❑IL * ROOF DL ALLOWS FOR A MAXIMUM OF 3" THICKNESS OF FIBERGLASS INSULATION. * MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF I; 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. \�% ; LESSER SOIL CONDITIONS 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 CONCRETE CONSTRUCTION SHALL CONFORM TO I— 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 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 STAINLESS STEEL. CCA TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF _'B' DIA,_ 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 FOOTING DET A L OR BETTER, FULL DIMENSION AND GRADED BY WWPA GRADING RULES. HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM - A307. METAL PANELS MAY BE DELTA RIB STYLE, GALVANIZED OR PAINTED, 29 'T'lA GAUGE THICKNESS, ASTM A653 STRUCTURAL QUALITY (SQ), Fy = 80.0 ksi. ROOF ., o1 V" Ii PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 1/2" LONG �eS' ti !�� a �� 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. '260 - SOIL COMPACTION — ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE 4 Ia X11 COMPACTED WITH A VIBRATORY COMPACTOR TO 95% OF THE PROCTOR DENSITY AS `SIDNAL 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 APPROVED SCALE SPFI.06 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 0.29 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 ;1 v„� 12-0" 22'-0" 6" X 12" W/2" X 6" 28" 3'-2" NO 0.43 A",$��t, � / 12-0" 24'-0" 6" X 12" 28" 3'-6" NO 0.48 A b - ( '1 . ,26 %444470 .4.., NOTE: SIGNAL # 1 . THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6" LAMINATIONS. EXPIRES 12/29/07 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"0 X 3'-4" DEEP. POST FRAME BUILDINGS 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH POST FOOTING SCHEDULE - 30' SPANS CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT DRAWN BY DATE REV. CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING WAMBEKE s-3o-o4 DEPTH X 4". APPROVED SCALE SPFI.07B NTS 0 12 4Illik'�``� IritaillilliF1741111111\ /'/`/1111111 /0.- GABLE END TRUSS i®`' / :i 8 - 16d NAILS dill& 1_.1 1111M1/1111111 I ►1111111111r SEE IIIII DE III1W 41) '' DETAIL I I I I 8 16d NAILS 2' X 6' X 18" 20' 0' MAXIMUM BOLTING BLOCK CORNER POST i I 1 - 01 /` ''a`W "/`\/`W`'a `aN% `V '',`` `a ' 'qNg``w 8 - 16d NAILS 2' X 6' X 18' po. SINGLE OVERHEAD DOOR ❑PTI❑N BOLTING BLOCK DETAIL 3 FRONT ELEVATION TYPGABLE END TRUSS C❑NNECTI❑N USE BOLTING BLOCKS BELOW N.T.S. ALL CORNER COLUMN GIRTS NOTES FOR FRONT ELEVATI❑N S1 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 ltX x'484, S3 2' X 6' GIRTS @ 24' ❑,C., 10' BAYS, DF-L #2 .; sal a -'1 ,� t 2' X 6' GIRTS @ 24' O.C., 12' BAYS, DF-L #2 :y� 4-044:7_ :,),14, S4 2' X 8' FACIA BOARDS SPOKANE POST FRAME, INC. 0 TREATED WOOD P❑STS, SIZED PER SCHEDULE °,,n ,? Is06� S6 TREATED 2' X 6' BOTTOM GIRT 4k, '''' .1�y0.0 ti POST FRAME BUILDINGS, 12' TO 50' SPANS OR TREATED 2' X 10' BOTTOM GIRT NAL ENDWALL FRAMING PLANS & CONNECTIONS EXPIRES 12/29/07 DRAWN BY DATE WAMBEKE 6-30-04 REV. APPROVED SCALE SPFI.8 NTS 12 12410 4 \�\� %1_ ® 4 \�\'\� moi`/�ji `y� '\ \� /`/ DETAIL \'\� /`/I �+ \ `/ Q' `/ f-t---3--) - S4 �- - _ [ 1 , __ [ - - - 3068 MAND❑❑R ❑PTI❑N !i . OPENING SPLIT SLIDER DOOR ❑PTI❑N OPTIONAL FRONT ELEVATION OPTIONAL FRONT ELEVATION N,T,S, N.T.S, NOTES FOR ❑PTI❑NAL FRONT ELEVATIONS .'. WI VA4 /l, a fe 7 S1 HALF TRUSS DESIGN BY OTHERS a40 A 0 2' X 10' HEADER UP TO 12' 0' DOORS ►te- 2' X 12' HEADER UP TO 20' 0' DOORS 'e - / :l 2' X 12' BACKED WITH 2' X 6' UP T❑ 24' 0' �°.t> Iso67 S3 2' X 6' HEADER kPA,,,otsz ro , 4' X 6' DOOR POST - 8' THRU 14' NAL tv S4 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, 0 DOUBLE 2' X 6' KINGP❑ST SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS OPTIONAL ENDWALL FRAMING DRAWNWAMBEKE BY DATE6-30-04 REV. APPROVED SCALE SPFI.09 NTS • . -(2) 1Ili I I 1 1 r • I II I *s. I 11 I OVERHEAD DOOR I I I I SLIDING DOOR OPENING I I I I OPENING I I I I O O\ OO O \ \ \ O/ / /%/`\//\\ %/p/ TYPICAL SIDE ELEVATION NOTES FOR SIDE ELEVATION N.T.S. S1 2' X 8' HEADER o1 NO jo of "nssr ' A/ 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS A S2 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS !t v- TREATED POST 'o rus,9 / — 16d GAL V, NAILS EACH GIRT ,s.p�lao S%%NAL #1 ..1.• I EXPIRES 12/29/07 I a 2' X 6' GIRT (FLAT) 3: SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS SIDEWALL FRAMING ti TYPICAL GIRT CONNECTION DRAWN BY DATE WAMBEKE —30-0 REV, APPROVED SCALE SPFI.11 NTS sI ® 0 , S4 \VIL TA 46) I I .c' o. aes$ , `� ` �� a gt fr Al ® rte, 6 TYPICAL TRUSS BOTTOM CHORD BRACING7. ,.p�ieo89 1 � NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S. -40NAL 0 S1 GABLE END TRUSS 0 DOUBLE INTERI❑R TRUSSES I EXPIRES 12/29/07 0 2' X 4' X-BRACING @ 10' 0' O.C. SHEATHING REQUIRMENTS 0 2' X 4' BOTTOM CHORD BRACING @ 10' 0' D.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 ■ FIELD SCREWS' #10 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB) 3 - 10d NAILS * EAVE AND RIDGE PURLIN SCREWS' #14 xl 1/2' AT BOTH SIDES OF EACH MAJOR RIB Iii THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED' )1( ENDWALL STEEL' 29 GAUGE GRAND-RIB III, 36' WIDTH OR EQUIVALENT 1" * FIELD SCREWS' #10 x 1 1/2' e 9' O,C, <NEXT TO HIGH RIB) —_� — 16o1 NAILS BABOTHSE GIRT SIDES OF EACH MA, JOROORIB HEADER SCREWS #14 x 1 1/2' -1- , N'IP ' I DIAPHRAGM SCREWS 6„� 8// R 1111111 DIAPHRAGM SCREWS 2 ENDWALL BASE GIRT ACROSS �� EAVEA&LRIDGE HEADERSION ROOF END TRUSS TOP CHORD, 10 POSTII GIRTS ai (T Y P,) / I DIAPHRAGM SCREWS! TYPICAL SCREW PATTERN, EXCEPT NOTED ABOVE AS METAL SIDING 1 STEEL SHEETING SCREW PATTERNS '' N.T.S NAILING PATTERN FOR SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS POST LAMINATIONS TRUSS BRACING & POST LAMINATIONS NOTES 2' X 6' LAMINATE MUST BE A TREATED MEMBER AND MUST EXTEND TO THE BOTTOM OF THE F❑❑TING. WDRAWN BY AMBEKE DATE 1_30_0 REV. LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN APPROVED SCALE SPFI.12 NTS SPG ,o, Gb TRUSSd°'' WEB BRACING INTERIOR ORw-GABLE END TRUSSES NOTES FOR TRUSS WEB BRACING: TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS AS �� THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES 1' X 4' OR 2' X 4' WEB MEMBER BRACING FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT-RUN' WEB 10d NAILS @ 6' O.C. Od NAILS @ 6' O.C. ' X 6' OR 2' X 8' ' X 4' L-BRACE L-BRACE .' .� WCL W40 "14TRUSS WEB MEMBER TRUSS WEB MEMBER �' 14 SECTION B-B SECTION B-B I80 ' ti AT INTERIOR TRUSSES AT GABLE END TRUSS ssIGNAL #� EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS TRUSS WEB BRACING WDRAWAMBNEKE BY DATE6-30-04 REV. APPROVED SCALE SPFI.13 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 REVIEWED FOR CODE COMPLIANCE SPOKANE VALL BUIL NG DIVISION 07