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2006, 11-30 Permit App: 06004700 Pole BldgProject Number: 06004700 Inv: I Application Date: 11/30/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: Permit Use: POLE BLDG 36 X 40 X 16 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: Name: SHP-10-03 District: Sout Parcel Number: 45321.9001 Block: Lot: SiteAddress: 3607 S OLD SCHAFER RD Owner: Name: BERDAR, SHELLEY K & CLIFFO Address: 3607 S OLD SCHAFER RD Location:: CSV SPOKANE VALLEY, WA 99206 Zoning: UR -3.5 Urban Residential 3.5 Water District: 101 SPO CO WATER DIST#3B Hold: ❑ Area: 23,931 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Building Plan ReviewReleased B A/t Z 1 Y,._,.,....., Landuse/Zoning/HE Conditions Permits: Released By:�� Operator: jmm Printed By: jmm Print Date: 11/30/2006 Project Number: 06004700 Inv: 1 Application Date: 11/30/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: SPOKANE POST FRAME Address: 7001 E 2ND AVE SPOKANE, WA 99212 Description Grp Tyne Notes POLE BDLG U-1 VB Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBCSURCHARGE Building Permit - Firm: SPOKANE POST FRAME Phone: (509)926-0865 This Application: Scl Ft Valuation 1,440 $27,360.00 Totals: 1,440 $27,360.00 Units Unit Desc 1 SELECT 1 SELECT I SELECT Permit Total Fees: Total Project: So Ft Valuation 1,440 $27,360.00 1,440 $27,360.00 Fee Amount $421.55 $105.39 $4.50 $531.44 Notes: CREATED BY SHP-10-03 Conditions of approval exist for lots served by Ponderosa Ln. A habitat management plan is on file. See file for Ponderosa Ln. - jforry Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $531.44 $531.44 $0.00 $531.44 $531.44 $531.44 $0.00 $531.44 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: jmm Printed By: jmm Print Date: 11/30/2006 Si ane -14=ft%L 11707 E Sprague Ave, Suite 106 r��"u. '.�.. -----• �Vallev Spokane Valley, WA 99206 PERMIT FEE: .J (509)688-0036 FAX:(509)688-0037 "Q Community Development www.spokanevalley.org NOV Residential Construction ❑ New Construction ❑ Accessory Bldg Permit Application ❑ Addition/Remodel ❑ Deck ❑ Other: SITE ADDRESS ASSESSORS PARCEL NO: _J— �5 .321 - � do 1 LEGAL DESCRIPTION: Cpntractor Name:.5 6 �Z Address: "1 ,, S 7. City: Pi� State: (,'r4 Zip:9c�2 Phone: ��_ 08� Fax: J 2 LC Contractor L, II : q g ��o Exp Date: I71—h 1) City Business Lic. No: Name: O Phone: 6 4 Describe the scope of work in detail: Cost of Project: $ bvo �/ l.-�n 6 Cly � ,art--�_ u J; J .�:,�►_ �kak*atak$*ak�t+t9e�Y . 1110 1U11U HEIGHT TO PEAK:2 2 Wul IvAuLy uc a.vaaa aa. •.v DIMENSION`S:, l� # OF STORIES: ` TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. 2 FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: 1�-ALAU 0 L)-- �— AREA: FINISHED BASEMENT GARAGE SQ. FTG- D DECK/COV. PATIO . FTG: 30% SLOPES ON PROPERTY: I&—SQ. FTG: - Oa # OF BEDROOMS, CONS RU�TION TYPE: HEAT SOURCE: SEWER OR SEPTIC? c.�s i rk%"Fl The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application can be processed. Signature �Z-- Date r fi 3D (zs� Method of Payment. ❑ Cash Check ❑ Mastercard ❑ VISA Bankcard #: Expires: VIN#: Authorized Signature: REVISED 8/2512005 ,,;.�VaHey 11707 E Sprague Ave Suite 106 ♦ Spokane valley WA 99206 5D9.921.1ODD ♦ Fac 5D9.921.1DDS ♦ dtyha1Ws;pokanevalley.org Residential Plan Submittal Minimums ❑ Completed Building & Mechanical application with: Accurata address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Twb 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 1/87 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 [5 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. . ❑ All header locations: type, size, and connections ❑ Foundation plan 0 Insulation information -/14/2006 11:00 5093241567 SRHD EHS PAGE 01/01 FAX Environmentai Heo th Division 1101 West Coifege Ave., Suite 402 Spoken, WA 99201-2095 Phone: 324-1580 Fax: 324-3803 or 324-1587 CANTS. �;/', 6 1 15� Tw mey Ow t h conddenW # m ft konded only for un by the lnd Wdue/ or entity named abm M to areder Of OW nagave M not the besnded tscjx K or the employee or Vwt mwonalble to *hw a* NUT MS&w to dw ledpOw you am hweby rx*W that any dia&Mtmdw, d*Muftn or O*V tg of 6* aownrm asAb" Is sft& proMbNed. If you have rmcelved th/8 communlcetwan In ator, please 00 Of senda'a telephone nwiber #atad abow. A.. ►1 �l 1 • .� CANTS. �;/', 6 1 15� Tw mey Ow t h conddenW # m ft konded only for un by the lnd Wdue/ or entity named abm M to areder Of OW nagave M not the besnded tscjx K or the employee or Vwt mwonalble to *hw a* NUT MS&w to dw ledpOw you am hweby rx*W that any dia&Mtmdw, d*Muftn or O*V tg of 6* aownrm asAb" Is sft& proMbNed. If you have rmcelved th/8 communlcetwan In ator, please 00 Of senda'a telephone nwiber #atad abow. 1109 1.1607 2Q54 1.1613 1.9109 1.9001 Nit E 0 1024 1.1. SNATION TITLE I 1.I0?,6 fetch is Fr !ion. •Sise� 1.9002 44, .1.9003 ithout dsd to arle, for al Wars 1.0318 citAnetuding, but area, di £: r.is !acetic, �' ,encroach, ?O;`'•1 7'^tparto nor doss It modi;y, I. ur..or 6':.yi ft� '1\„#.1 attac; ;. P' 10 4;r �_: ii; : c: ?ip My %.asp;; les PO LIABILITY tor any mat Ier rcE�i to this ske; h. Referenceehoutd be made'. to an accurate survey for further lafortnatIon. TOTAL P.03 SPOKANE POST FRAME, INC, Engineered Pole Buildings JOBSITE P JOB # CUSTOMER NAME GtQjf[�, CUs ER P.O. „ CUSTOMER PHONE # :' ��- 665 - 4�7/ Z JOBSITE ADDRESS: JOBSITE PHONE NUMBER: � Zcj,-- d6,7 - Lfg/ Z MAP & DIRECTIONS TO JOBSITE 2-/2.6—pNNf Sew,f1� �r�vf _Sow ow � �a►n1— Irtiu Pd. c Mc.w--- Le,44- . m rr U c a S d,44 0td( A* h�- ACCESSIBLDTY Check what can be used: Semi -Truck Truck' Only Truck and Trailer Boom Truck & Trailer VJS rnicnA. r•.w.�.... ..:.w.�.:.,..�..........r.. ..��a-._... _.�. WAMBEKE ENGINEERING 2913 East 61s` Court Daniel Wambeke, P. E. Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com November 25, 2006 Mr. Jeff Palmer SPOKANE POST FRAME, INC. 7001 E. 2nd Avenue Spokane, WA 99212 SUBJECT: 36'X 40'X 16' POST FRAME BUILDING FOR CLIFF BENDAR, 3607 S. OLD SCHAFER ROAD, SPOKANE, SPOKANE VALLEY, WA 99206 Dear Jeff This post frame building has been sold to Mr. and will be erected according to standard plans and lean-to addition plans prepared for Spokane Post Frame, Inc. for 40 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 a 16' x 14' overhead door. 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 left sidewall. The right sidewall has a 3' pass door and two 4' 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. M4'�L Daniel Wambeke, P.E. Enclosures DW:dw EXPIRES( Designer of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems M 12-C - 6 81� S` C � 57� �B7r•� D. V�� 1. i . q 2- EXPIRES C a 14 -- f • 5-S0 rF, EXPIRES t CD 11 '-0" TO 50'-0" ROOF FRAMING PLAN WOOD COLUMNS SEE SCHEDULE EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS ROOF FRAMING PLAN WAMHEKE t-3O-Oq SPFI.02 NIS REV. TRUSS WEB BRACING INTERIOR OR GABLE END TRUSSES NOTES FOR TRUSS WEB BRACING: TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS AS THE METHOD OF TRUSS WEB INSTRUCTIONS BRACING OR ALL WEB MEMBER ER BRACINGVE STO REPLACE MEMBER BRACING FOLLOW THESE I E RAT -RUN' WEB lOd NAILS @ 6' O.C. X 6' O R 2' X 8' L -BRACE TRUSS WEB MEMBER SECTION B -B AT INTERIOR TRUSSES Od NAILS @ 6' O.C. ' X 4' L -BRACE TRUSS WEB MEMBER SECTION B -B AT GABLE END TRUSS �ta0 7 ti k% SIO j EXPIRES 12/29/7-0777= SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS TRUSS WEB BRACING DRAVN BYDATE WAMBEKE -30-0 APPROVED SCALE SPFI.13 NTS TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING S1 GABLE END TRUSS S2 DOUBLE INTERI❑R TRUSSES S3 2' X 4' X -BRACING @ 10' 0' O.C. S4 2' X 4' BOTTOM CHORD BRACING @ 10' 0' O,C S5 TOENAIL BRACES TO TRUSSES WITH 3 - 10d NAILS 1" 1�I�/-2 16d NAILS 6„ 8" ❑F 10" POST GIRZ Cu (TYF ISI METAL SIDIN NAILING PATTERN FOR POST LAMINATIONS NOTEi 2' X 6' LAMINATE MUST BE A TREATED MEMBER AND MUST EXTEND TO THE BOTTOM OF THE FOOTING, LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN EXPIRES 12/29/07 THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED, ROOF STEEL 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT r FIELD SCREWS, #10 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB) ■ EAVE AND RIDGE PURLIN SCREWSi #14 xl 1/2' AT BOTH SIDES OF EACH MAJOR RIB THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED x ENDWALL STEELi 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT x FIELD SCREWSi #10 x 1 1/2' 2 9' O.C. (NEXT TO HIGH RIB) x BASE GIRT, END TRUSS, AND DOOR HEADER SCREWSi #14 x 1 1/2' 2 BOTH SIDES OF EACH MAJOR RIB. DIAPHRAGM SCREWS DIAPHRAGM SCREWS Q ENDWALL BASE GIRT ACROSS ENDWALL DOOR HEADERS & GABLE END TRUSS TOP CHORD, EAVE & RIDGE PURLINS ON ROOF DI ED ABOVE REWSj TYPICAL SCREW PATTERN, EXCEPT AS STEEL SHEETING SCREW PATTERNS N.T.S SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS TRUSS BRACING & POST LAMINATIONS DRAWN BY I DATE WAMBEKE -30-0 4 SPFI. 12 NTS TYPICAL SIDE ELEVATION NOTES FOR SIDE ELEVATION N.TS, S1 2' X 8' HEADER S2 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS rnrnTrn nn<. T TYPICAL GIRT CONNECTION V. NAILS EACH GIRT (FLAT) EXPIRES 12/29 0% SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS SIDEWALL FRAMING DRAVN HYDATE WAMBEKE -30-0 APPROVED SCALE SPFI.11 NTS DOUBLE OVERHEAD D❑❑R OPTION OPTIONAL FRONT ELEVATION N.T.S. N❑TES F❑R ❑PTI❑NAL FR❑NT ELEVATI❑NS S1 HALF TRUSS DESIGN BY OTHERS S2 2' X 10' HEADER UP T❑ 12' 0' D❑❑RS 2' X 12' HEADER UP T❑ 20' 0' DOORS 2' X 12' BACKED WITH 2' X 6' UP T❑ 24' 0' S3 2' X 6' HEADER S4 4' X 6' DOOR POST - 8' THRU 14' WALL HEIGHT W/ 2' X 6' FACER, 6' X 6' DOOR POST - 16' & 18' WALL HEIGHT W/ 2' X 8' FACER, SS DOUBLE 2' X 6' KINGP❑ST SINGLE SLIDING D❑❑R ❑PTI❑N OPTIONAL FRONT ELEVATION RT,S, EXPIRES 12/2970-7--7771 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS OPTIONAL ENDWALL FRAMING WAMBEKE -30- APPROVE➢ I SCALE NTS SPFI.10 OPTIONAL FRONT ELEVATION OPTIONAL FRON 1 LLLVA I IUN N.T.S. N.T.S. NOTES FOR ❑PTI❑NAL FRONT ELEVATIONS S1 HALF TRUSS DESIGN BY OTHERS S2 2' X 10' HEADER UP TO 12' 0' DOORS 2' X 12' HEADER UP TO 20' 0' DOORS 2' X 12' BACKED WITH 2' X 6' UP TO 24' 0' S3 2' X 6' HEADER S4 4' X 6' DOOR POST - 8' THRU 14' WALL HEIGHT W/ 2' X 6' FACER, 6' X 6' DOOR POST - 16' & 18' WALL HEIGHT W/ 2' X 8' FACER, S5 DOUBLE 2' X 6' KINGPOST 1�L ag O i8� ssZONAL EXPIRES 12 29 07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS OPTIONAL ENDWALL FRAMING —30-04 SCALE SPFI.09 NTS SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION N.I.N. NOTES F❑R FR❑NT ELEVATION S1 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 S2 2' X 10' HEADER S3 2' X 6' GIRTS @ 24' O,C„ 10' BAYS, DF–L #2 2' X 6' GIRTS @ 24' ❑,C., 12' BAYS, DF–L #2 S4 2' X 8' FACIA BOARDS S5 TREATED WOOD POSTS, SIZED PER SCHEDULE S6 TREATED 2' X 6' BOTTOM GIRT ❑R TREATED 2' X 10' BOTTOM GIRT GABLE END TRUSS - 16d NAILS 2' X 6' X 18' BOLTING BLOCK 0 eo 00 – 16d NAILS -�.—CORNER POST oa oa ao oa – 16d NAILS 2' X 6' X 18' BOLTING BLOC EXPIRES 12/297-0-7----] DETAIL 3 TYP, GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS ENDWALL FRAMING PLANS Sc CONNECTIONS DRAVN BY DATE IAMBEKE 6-30-0 SPFI.8 NTS PLAN VIEW N.T.S. NOTES FOR FLOOR PLAN INTERIOR FRAME WOOD POSTS, POST SCHEDULE, 0 GABLE WALL POSTS - 6' X 6' TYPICAL DOOR POSTS - 4' X 6' TYPICAL FOOTING DIMENSI❑NS - B = 1'-8'; D = 3'-0' MAXIMUM POST SPACING 12' 0' �3 PURLINS @ 24' O,C,, BEARING OR JOIST HANGERS (TYPICAL) 1 WE EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS PLAN VIEW WAMBEKE -30-0 APPROVED I SCALE SPFI.01 NTS Q SPAN � w Z q w J a Q DOUBLE TRUSSES z A z< Z A J q �J1� p J r i p J � E7 J Z� Q' J � Q' J D W d > D W D_ > D W 0_ > D N �0 J • �0 J • �0 J • • D_ U 0 I 0 X L� 0 L� o X 0 00o Q 00 N o% 01 0_ . r 0 o (U Q_ .-i tU O` � X� N � W o W o W Cl LJo D = Q Q a �, D � LE TRUSSES n } o_ } Z} N zJ A 3 D I 0 C` d CL ci � � U p U p w1 1 c:) O a o • o 00 (U CU N N (U (U U O W Oj w 01 W 0 (ill � D D Dw C7 SINGLE TRUSS PLAN VIEW N.T.S. NOTES FOR FLOOR PLAN INTERIOR FRAME WOOD POSTS, POST SCHEDULE, 0 GABLE WALL POSTS - 6' X 6' TYPICAL DOOR POSTS - 4' X 6' TYPICAL FOOTING DIMENSI❑NS - B = 1'-8'; D = 3'-0' MAXIMUM POST SPACING 12' 0' �3 PURLINS @ 24' O,C,, BEARING OR JOIST HANGERS (TYPICAL) 1 WE EXPIRES 12/29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS PLAN VIEW WAMBEKE -30-0 APPROVED I SCALE SPFI.01 NTS SEE DETAIL '\ 1 z J 0 U LJ L7 J Z � H Q 2 C] = 0 U LL- Li LW LJ 0 n III SEE DETAIL 1 12 4�j S2 NOTES FOR SECTI❑N A -A S1 TYPICAL PURLIN, SEE FLOOR PLAN FOR SIZE S2 TRUSS DESIGN BY OTHERS S3 2' X 6' @ 24' ❑. C.; 10' BAYS DF -L #2 GIRTS FLAT @ 24' O.C. 2' X 6' @ 24' ❑. C., 12' BAYS DF -L #1 GIRTS FLAT @ 24' O.C. OR 2' X 6' DF -L #2 GIRTS FLAT WITH 2' X 4' BACKERS @ 48' ❑. C. S4 CONCRETE FOOTING, SEE SCHEDULE - S5 EXTEND POST TO TOP OF PURLIN ROOF FASTENED TO PURLINS WITH 1 1/2' LONG WOODFAST TEKS, WALLS FASTENED TO 5 ' SEE DETAIL 11 2 GIRTS WITH 1' LONG SEE FOOTIN WOODFAST TEKS. DETAIL BUILDING SECTION A - A N.T.S. A EXPIRES 12 29 O7 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS BUILDING CROSS SECTION BRAWN BY I DATE I IREV NTS 94 SPFI.03 PURLIN CONNECTION METHODS, A), PURLINS MAY BE HUNG OFF THE TRUSS TOP CHOI FACES W/ STANDARD SIMPSON JOIST HANGERS OR EQUAL. B). PURLINS MAY BE BUTTED AND NAILED W/(2) 16d NAILS INTO EACH PURLIN. C). PURLINS MAY BE LAPPED ANDNAILED W/(3) 16dNAILS, ON CONNECTION METHODS 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN W/(I) 16d NAIL INT❑ EACH TOP CHORD MEMBEI EXPIRES � 2 29 07 DETAIL 1 - TRUSS COLUMN CONNECTION PURLIN SUPPORT N.T.S. N H0i Ng cTlo" 1N FOR CONNECTION DETAIL JSS TOP CHORDS JSS DESIGN BY TRUSS MANUFACTURER RLIN SUPPORT STRUT 2' X '4' X FULL 3TH OF TOP CHORD PLUS PURLIN. IL PURLINS W/(3) 16d NAILS IL STRUT TO TOP CHORD W/(3) 16d ILS EACH SIDE. NUFACTURED TRUSS, NOTCH POSTS l/2' EACH SIDE TO PROVIDE TRUSS SEAT. ]OD POST, SEE P❑ST/FOOTING SCHEDULE, 40d GALV, NAILS IN PRE -DRILLED HOLES 3/4'0 MACHINE BOLT ]LID BLOCKING AT CONNECTION POINTS. YP, PURLIN, SEE FLOOR PLAN FOR SIZE X6'❑R 2'X8' TOP GIRT - 16d NAILS OR 3/4'0 M. BOLT SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS TRUSS -COLUMN CONNECTION DMVN Br lTE WAMBEKE 6-30-0 SP11.04 NTS 0 ih NOTES FOR DETAIL 2- KNEEBRACE S1 TRUSS TOP CHORD, DESIGN BY OTHERS S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS S3 2' X 6' DF -L #2 EACH SIDE S4 WOOD POST, SEE POST/FOOTING SCHEDULE S5 4 - 16d GALV, NAILS, EACH SIDE 1). KNEE BRACE REQUIRED WHERE SHOWN ON POST/FOOTING SCHEDULE. BRACE NOT REQUIRED AT GABLE END TRUSSES. 2). ALTERNATE KNEE BRACE/POST AND TRUSS/POST CONNECTION = USE 3/4'0 THRU BOLTS, EACH L❑CATI❑N. UEIAIL 1 - r\ivtt Or/Au E N.T.S. EXPIRES � 2 29 �7 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS KNEE BRACE TO COLUMN & TRUSS -30-0 SPFI.05 SCALE NTS A_*� j= 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 S1 TREATED POSTS AS SIZED PER SCHEDUL COS. THESE OR 40 PSFDE ELIVE LOAD, 85 SPECIFICATIONS&01 M H WIND SPEEDS, EXPOSURE INTENDED FOR USE IN O EXPO URE B AND SEISMIC DESIGN 2 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING CATEGORY C. DESIGN LOADS — ROOL NG LLL 3 0 OR PSF 0 PSF CEILING ROOF p D LOAD DP = 5 PSF* CEI* ROOF DL ALLOWS FOR A MAXIMUM OF 3" THICKNESS OF FIBERGLASS INSULATION. * MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF 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 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 LL BE HOT—DIPPED ZINC COATED GALVANIZED STEEL, SILICONE BRONZE, COPPER OR 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 SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM A307. METAL PANELS MAY BE DELTA RIB STYLE, GALVANIZED OR PAINTED, 29 GAUGE THICKNESS, ASTM A653 STRUCTURAL QUALITY (SQ), Fy = 80.0 ksi. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 1/2" LONG METAL TO WOOD FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED, GASKETED I" OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED AND FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. SOIL COMPACTION — ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH A VIBRATORY COMPACTOR TO 95% OF THE PROCTOR DENSITY AS DETERMINED BY ASTM A1557, METHOD D. TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERED TO PRACTICE IN THE STATE OF WASHINGTON. TRUSS LOADING: TOP L OO3 40 PSF P CHORD DEAD LOAD 5 PSF BOTTOM CHORD DEAD LOAD = 1 PSF �3 UNDISTURBED SOIL FOOTING DET of 0! J �c, ,p�Ies;,�o , �IONAL e_( EXPIRES 121U�7 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS SPECIFICATIONS & FOUNDATION —30-04 SCALE SPFI.06 NTS POST/FOOTING SCHEDULE 36' SPANS, 30 & 40 PSF LIVt LUAU; 2" X 6" LAMINATIONS. POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. 'T' REQUIRED VOLUME, 10'-0" 8'-0" W X 61• 28" 3'-0" NO _.._.....�...., 0.35 _ _ _., 10'-0" 10'-0" _,.. _..._ ........ M.. 6" X 6" _.._.. 28 T-Vl NO 0.35 12'-0" 6" X 6" W/2" X 6" 28 T-Wl NO 0.35 3'-0" NO 0.35 16'-0" 6" X 8" 28" 3'-0" NO 0.41 6" X 8"V11/2" X 6" 28" T-wo NO 0.41 20'-0" 6" X 10" 28" 3'-0" NO 0.41 10'-0" 2Z -W, 6" X 10" W/2"X 6" 28•• ._.. _.._._�_..__......_ 3•-Ul 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 044 12-0" 12'-0" W X 6!'W/ZX 6" 32" 3'-0" NO 044 12-0" 14'4" 6!'X 8" 32" 3'-0" NO 0.44 124" 16'-0" _ 6'•_ X 81' W/2" X 6" 32" 3'-0" NO 0.44 12-0" 18'-0" 6" X 10" 32" 3'-0" _ __.. NO _.__ _ _.___ 0.44 _ — 0.44 _ 2W-Ve 6" X 10" W/2" X 6" _. 32" 3'-0" NO _. _ . 12-0" _ .w. 2Z -W' 6" X 12" 32" 3' 2" NO 0.47 12-0" 24.-0.. .6!'X 12" W/2" X 6" 32" 3 3 NO 0.49 NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6" LAMINATIONS. 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HE -W, -FIR #2 TREATED POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' Wim' HEIGHT, ENDWALL POSTS SHALL BE '6" X 8" ROUGH CUT HEM --FIR #2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". EXPIRES 12 29/07 SPOKANE POST FRAME, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 36" SPANS WAMHEKE t -30-O4 SPFL07C NTS PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY CQPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS «1�y REVIEWED FOR CODE OMP IANCE SPOKANE VALLEY BML ING D► ISION