Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
2007, 04-20 Permit App: 07001400 Pole Bldg
Project Number: 07001400 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 36X48 POLE BLDG Date: 4/20/2007 Page 1 of 2 Setbacks: Front Left: Right: Rear: Site Information: Plat Key: 002748 Name: VERA Contact: 4 SEASONS HOME SERVICE Address: 9403 E MARINGO DR C - S - Z: SPOKANE WA 99206 Phone: (509) 926-0886 Group Name: Project Name: District: East Parcel Number: 45264.0116 Block: SiteAddress: 14820 E 24TH AVE Location:: CSV Zoning: UR -7* Urban Residential -7* Water District: 010 VERA Area: 1.00 Acres Nbr of Bldgs: 1 Review Information: Width: 0 Nbr of Dwellings: 1 Lot: Owner: Name: DECOFF, TIM & LORI Address: 14820 E 24TH AVE SPOKANE VALLEY, WA 99037 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Building Plan Review Released y::'; Landuse/Zoning/HE Conditions Released Permits: M......, _. Operator: JD Printed By: JD Print Date: 4/20/2007 Project Number: 07001400 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 4/20/2007 Page 1 of 2 Project Information: Permit Use: 36X48 POLE BLDG Setbacks: Front Left: Right: Rear: Site Information: Plat Key: 002748 Name: VERA ; Contact: 4 SEASONS HOME SERVICE Address: 9403 E MARINGO DR C - S - Z: SPOKANE WA 99206 Phone: (509) 926-0886 Group Name: Project Name: ,,,,ka.movisisimitiiiimiimiimsm Amur District: East Parcel Number: 45264.0116 Block: SiteAddress: 14820 E 24TH AVE Location:: CSV Zoning: UR -7* Urban Residential -7* Water District: 010 VERA Area: 1.00 Acres Width: 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: ;.a Lot: Owner: Name: DECOFF, TIM & LORI Address: 14820 E 24TH AVE SPOKANE VALLEY, WA 99037 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Building Plan Review Released'By- Landuse/Zoning/HE Conditions Permits: Released y. Operator: .JD Printed By: JD Print Date: 4/20/2007 Project Number: 07001400 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 4/20/2007 Contractor: 4 SEASONS HOME SERVICE Address: 9403 E MARINGO DR SPOKANE WA 99206 Building Height 24 Description Grp POLE BDLG U-1 Building Permit Firm: 4 SEASONS HOME SERVICE Phone: (509) 926-0886 Building Characteristics Type Notes VB Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Notes: Payment Summary: Permit Type Building Permit This Application: Sq Ft Valuation 1,728 $32,832.00 Total Project: Sq Ft Valuation 1,728 $32,832.00 Totals: 1,728 $32,832.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: 1,728 $32,832.00 Fee Amount $472.05 $118.01 $4.50 $594.56 Fee Amount Invoice Amount Amount Paid Amount Owing $594.56 $594.56 $0.00 $594.56 $594.56 $594.56 $0.00 $594.56 Page 2 of 2 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: 4/20/2007 Spokane jValleY Community Development Residential Construction Permit Application APR 1 8 2007 Permit Center 11703 E Sprague Ave, Suite B-3 Spokane Valley, WA 99206 (509)688=0036 FAX: (509)688-0037 www.spokanevalley.org C PERMIT NUMBER: No PERMIT FEE: New Construction Accessory Bldg Addition/Remodel n Deck Other: SITE ADDRESS: lL'8"a0 . '7416 ASSESSORS PARCEL NO: it Col2 y, 0// 6 LEGAL DESCRIPTION: f, / S R(O TY, aS-/V /E' yS� Building Owner: Name: i,tv be ngss Address` /ttr s,i20 7 �//a (/,z4 /�' GQ State: Gi%4 Zip:n37 itySy, / i s?e (/C�t 74, Phone: q rg 5y. _ .73 a_S -- Fax: Contact Person Name: 1 St e4 Phone: '22 —i2 / 999-3',20 Describe the scope of work in detail: Contractor: ' 1/Celts, xYJ S ,4 r (..//c Name: .. moi �-© Seel # OF STORIES: / Address: .,-.,91/0 z FLOOR T SQ. FTG: , //i City: s),,,EJ ,,.CrF7.e State: /444 Zip. /90W Phone: 90r 6J _onz Fax: 9a6 -0,w6 Contract r L'c No: yS� ,s S ►o1/0& Exp Date: //j/24" .� 0'3 City Business Lic. No: # OF BEDROO Cost of Project: $ ; 1 c 3 ti ' X q g' 4 /e aI( : �rl /'i / wS/ Lie y Proposed Use: Gel. ca e (res /) ************** following MUST be complete• ( : write N/A if not applicable)********************** The HEIGHT TO PEAK:EE oliiMAIN DIMNS �ONxS: sel$ , # OF STORIES: / TOTAL ABITABLE SPACE: FLOOR T SQ. FTG: , //i 2"" FLOOR S . FTG: AicAA-1/ UNFIN BASEMENT SQ. FTG: IMPE VIOUS SURFACE AREA: Ad:, FINISHED BASEM SQ. FTG: GARAGE SQ. FTG: % c - DECK/COV. ATIO SQ. FTG: /11,4(PROP 30% SLOPES ON RTY: �� # OF BEDROO CONST `TION TYPE: HEAT SOU CE: /EWE OR/257,7? 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 pros d. , 4 SIGNATURE: Li Method of Payment: 0 Cash Bankcard #: Authorized Signature: REVISED 2/15/07 0 Check ❑ Mastercard Expires: DATE: 4////; ❑ VISA VIN#: 7 Stiokane 11703 E Sprague Ave Suite B-3 • Spokane Valley WA 99206 509.688.0036 ♦ Fax: 509.688.0037 ♦ 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 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 O Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan O Insulation information - 4R7 -_ • - 17,_ 4-->c- ef Sic v 9.2.6t atvd proetr4 117071,01 1.9C /OF (; 0, 0 I/ ce A • T NOTES FOR FLOOR PLAN �1 INTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET �2 GABLE WALL POSTS - 6' X 6' TYPICAL DOOR POSTS - 4' X 6' TYPICAL FOOTING DIMENSIONS, B + 1' 8'3 D = 3' 0' MAXIMUM POST SPACING 12' 0' �3 PURLINS @ 24' OC., BEARING OR J❑IST HANGERS (TYPICAL) 40 PSF LIVE LOAD 0 N } U SEE DETAIL 4 SPANS 12' TO 60' PURLIN CONNECTION METHODS: A). PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STD. SIMPSON JOIST HANGERS OR EQUAL. B). PURLINS MAY BE BUTTED AND NAILED W/(2) 16d NAILS INT❑ EACH PURLIN. C). PURLINS MAY BE LAPPED AND NAILED W/(3) 16dNAILS. (.4 V, U Z a J>- ce CL I U CO d X v N N w l➢1 In SEE DETAIL 12 d SINGLE TRUSS PLAN VIEW N.T.S. ON CONNECTION METHODS 'B' AND '0', TOENAIL BACK SIDE OF PURLIN W/(1) 16d NAIL INT❑ EACH TOP CHORD MEMBER z J U w L7 J Z D _ H Li F7 ❑ _ ❑ U LLQ W V) (7 H NOTES FOR SECTION A -A COTYPICAL PURLIN, SEE FLOOR PLAN FOR SIZE 0 TRUSS DESIGN BY OTHERS 0 2' X 6' @ 24' O.C., 10' BAYS 2' X 6' @ 24' O,C., 12' BAYS DF -L #2 GIRTS FLAT @ 24' O.C. 0 CONCRETE FOOTING, SEE SCHEDULE SS EXTEND POST TO TOP OF PURLIN ROOF FASTENED TO PURLINS WITH 1 1/2' LONG WOODFAST TEKS. WALLS FASTENED TO GIRTS WITH 1' LONG WDDDFAST TEKS. SEE DETAIL SEE FOOTING DETAIL BUILDING SECTION A -A N.T.S. 12 ait'S 1 w II f 20' 0' MAXIMUM 1 (7© SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION NOTES FOR FRONT ELEVATION N.T.S Sg HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2' X 6' S6 T• REATED 2' X 6' BOTTOM GIRT 0 2' X 10' HEADER S3 2• ' X 6' GIRTS @ 24' O.C., 10' BAYS, DF -L #2 2' X 6' GIRTS- @ 24'❑.C., 12'BAYS, DF -L #2 S4 2' X 8' FACIA BOARDS SS TREATED WOOD POSTS, SIZED PER SCHEDULE 0 TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT CS -2) \ 6 0 (U NOTES FOR CONNECTION DETAIL CD MANUFACTURED TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER S2 PURLIN SUPPORT STRUT 2' X 6' X FULL DEPTH OF TOP CHORD PLUS PURLIN. NAIL PURLINS W/(3) 16d NAILS 0 NAIL STRUT TO TOP CHORD W/(3) 16d NAILS EACH SIDE. S4 MANUFACTURED TRUSS - NAIL TO EACH SIDE OF POST WITH 4 - 16d NAILS ON TOP NAILING BLOCK ©WOOD POST, SEE POST/FOOTING SCHEDULE. 46 4 - 10d NAILS 0.7 SOLID BLOCKING AT CONNECTION FONTS. S8 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE 033D 2' X 6' OR 2' X 8' EAVE GIRT 10 KNEE BRACE, IF REQ'D. SEE POST SCHEDULE AND DETAIL 2 11 2' X 6' X 24' OR 2' X 8' X 24' BLOCK 1® 1 - 3/4' 0 MACHINE BOLT THRU TRLSS T. CHORD 1 - 3/4' 0 MACHINE BOLT THRU KNEE BRACE 1 - 3/4' 0 MACHINE BOLT THRU BOLTING BLOCK 2 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 24' & 30' 3 - 3/4' 0 M. BOLT @ BOLTING BLECK - 36' & 40' 4 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 50' 5 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 60' 0 4 - 16d NAILS 1Q A1, DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT NOTES FOR FOOTING DETAIL TREATED POSTS AS SIZED PER SCHEDULE VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING 53 UNDISTURBED SOIL • H - FOOTING DETAIL N.T.S. TREATED POST 4 - 16d GALV, NAILS EACH GIRT 2' X 6' DR 2' X 8' GIRT (FLAT) TYPICAL GIRT CONNECTION TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING S1 GABLE END TRUSS S� DOUBLE INTERIOR TRUSSES S3 GABLE END POST 0 2' X 4' BOTTOM CHORD BRACING @ 10' 0' O.C. S5 2' X 3' BLOCK WITH 4 - 10d NAILS TO BOTTOM CHORD BRACE N.T.S. GABLE END TRUSS 8 - 16d NAILS 2' X 6' X 18' BOLTING BLOCK 2" X 6" BOLTING X 18' BLOCK O 0 O 0 E 0 N.T.S. DOUBLE OVERHEAD DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. v '1 COLUMN FOOTING KNEE BRACE CONCRETE SPACING "Er W X D "B" DIA. 'T' REQUIRED VOLUME, YD 10'•0" -- 10'-0" 10-- 10'-0" 17-0" 10'-0" 10 0" 10.-0" 8'-0" 10'-0" 12'-0" 14'-0" 16'-0" - 1W-0" 20-0" 6" X 6" - --X 6 6" " 18" 3'-0" 1 8" 3'-0" 18" 3'-0" 18" 3'-0" 20'• 3'-0" 20' 31-0" 21" T-0" NO 0.20 0.20 - 0.20 0.20 0.24 0.24 0.27 - NO - -- NO NO NO NO NO 6" X 6" 6 X 6" W/2"X 6' 6" X 8" --- - 6" X 10" 6" X 10" J W-0" 10'-0" 12'-0"6" 14•-0" 6" 16 -0' 181-0" 20.0" 6" X 6" 6" X 6" - X 6" Wl2" X 6" X 6" WI2" X 6"26" 6" X 8" W/2" X 6"26" 6" X 8' W/2" X 6 6" X 10" W/2" X 6" 26" 26" 26_ 26" _ 26"3'-0" 26"" 3"-0" 3'-o" 3'-0" 7-0" 3 -0" 3'•2" NO NO NO - NO - _ NO NO NO 0.29 0.29 - 0.29 _ 0.29 0.29 0.29 0.36 POST/FOOTING SCHEDULE 30' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE _I "H" SINGLE SLIDING DOOR ❑PTI❑N OPTIONAL FRONT ELEVATION N.T.S. CS4) 3068 MANNER OPTION OPTIONAL FRONT ELEVATION - 16d NAILS CORNER POST DETAIL 3 - 16d NAILS TYP. GABLE END TRUSS C❑NNECTI❑N USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS atits...ork001041griir 12 \,71' N.T.S. ❑PENIN SPLIT SLIDER DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR OPTIONAL FRONT ELEVATIONS S1 HALF TRUSS DESIGN BY OTHERS i- 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' 03 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' KINGPDST DETAIL 2 - KNEE BRACE N,T.S. NOTES FOR DETAIL 2- KNEEBRACE S1 TRUSS TOP CHORD, DESIGN BY OTHERS S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS 03 2' X 6' KNEE BRACE S4 WOOD POST, SEE POST/FOOTING SCHEDULE SS 3/4' DIA. BOLT S6 2' X 6' OR 2' X 8' TRUSS SEAT :ACH SIDE OF POST @ EACH KUEE BRACE CONJECTION 07 NAIL KNEE BRACE' 10 POST WITH 4 - 16d NAILS S8 NAIL BOLTING BLOC( TO POST BRACE WITH 8 - Mel NAILS S9 4 - 10d NAILS NOTES: KNEE BRACE REQUIRED WHERE SHOWN ON POST/FD❑TING SCHEDULE. BRACE NOT REQUIRED Al GABLE END TRUSSES. SLIDING DOOR OPENING iu,z,,nw,nfz W,/' TYPICAL SIDE ELEVATION N,T.S. NOTES FOR SIDE ELEVATION S1)2' X 8' HEADER S2 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS , 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 71 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 0.0. Od NAILS @ 6 O.C. ' X 6' OR 2' X 8' ' X 4' L -BRACE L -BRACE TRUSS WEB MEMBER TRUSS WEB MEMBER SECTION B -B SECTION B -B AT INTERIOR TRUSSES AT GABLE END TRUSS BUILDING SPECIFICATIONS: GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2003) AND ALL STATE 8. LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 30 PSF OR 40 PSF LIVE LOAD SITUATIONS - BUILD ACCORDING TO THE PLANS FOR THE LIVE LOAD REQUIRED IN THE JURISDICTION IN WHICH CONSTRUCTION IS BEING PERFORMED. THESE BUILDINGS ARE DESIGNED FOR 30 PSF OR 40 PSF ROOF LIVE (SNOW LOAD), 85 MPH WIND SPEED, EXPOSURE B AND SEISMIC DESIGN CATEGORY C. DESIGN LOADS - ROOF LL = 30 PSF OR 40 PSF ROOF DEAD LOAD = 5 PSF■ CEILING LL = 0 PSF CEILING DL = 1 PSF G PI ROOF DL ALLOWS FOR A MAXIMUM OF 3' THICKNESS OF FIBERGLASS INSULATION. N MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL (SW, SP, SM, SC, GM AND GC) SOILS OR BETTER (IBC 2003 TABLE 1804.2). LESSER SOIL CONDITIONS (AS REQUIRED BY THE BUILDING OFFICIAL) WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. CONCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psl, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-99. WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF -L #2 OR BETTER BY WWPA GRADING RULES, UNLESS NOTED OTHERWISE DN THE PLANS. MAXIMUM MOISTURE CONTENT SHALL BE 19'X BY WEIGHT. NAILING SHALL CONFORM TO IBC TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPLICABLE SECTIONS OF CHAPTER 23 OF THE IBC. FASTENERS FOR PRESERVATIVE TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICONE BRONZE OR COPPER. TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA C-16, C-22, C-23 C-24 - .PST FORPOST MATERIALS SHALL BE & C 28 POSTS 0 BUILDINGS SHALL BE AS NOTED ON THE PLANS, ALL OS HEM-FIRBETTER,FULLNNOTED OTHERWISE ON I 2 DR DIMENSION AND GRADED BY WWPA GRADING RULES,UNLESS THE PLANS. BOLTS 8. HARDWARE - HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM A307. ROOFING 8. 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 14' LONG 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 & FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. SOIL COMPACTION - ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH A VIBRATORY COMPACTOR TO 95Z OF THE PROCTOR DENSITY AS DETERMINED BY ASTM A1557, METHOD D. IF THE BACKFILLED MATERIAL HAS A DEPTH GREATER THAN 6', COMPACTION MUST BE VERIFIED BY TESTING BY A QUALIFIED SOILS PROFESSIONAL. UNLESS OTHERWISE NOTED ON THE PLANS, THE POSTS AND THEIR FOOTINGS MUST EXTEND INTO VIRGIN SOIL A DEPTH EQUIVALENT TO THAT INDICATED ON THE PLANS. TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERED TO PRACTICE IN THE STATE OF WASHINGTON. TRUSS LOADING: TOP CHORD LIVE LOAD = 30 PSF OR 40 PSF TOP CHORD DEAD LOAD = 5 PSF BOTTOM CHORD DEAD LOAD = 1 PSF NOW Ds -(J ADDRESS: I g? .Y .ZI1P DATE: D 9''It-2af NOT VALID UNLES SIG (U (U 1" - 16d NAILS 6", 8' OR 10' POST NAILING PATTERN FO'" POST LAMINATIONS NOTE: 2" X 6" LAMINATE MUST BE A TREATED MEMBER AND MUST EXTEND TO THE BOTTOM OF THE FOOTING. LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN SHEATHING REQUIRMENTS THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED' • ROOF STEEL. 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT • FIELD SCREWS: #10 x 1 1/2' AT 9' 0.0. (NEXT TO HIGH RIB) • EAVE AND RIDGE PURLIN SCREWS: #14 xl 1/2' AT BOTH SIDES OF EACH MAJOR RIB THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED: >• ENDWALL STEEL: 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT ■ FIELD SCREWS! #10 x 1 1/2' E 9' O.C. (NEXT TO HIGH RIB) ■ BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS. 1114 x 1 1/2' E BOTH SIDES OF EACH MAJOR RIB. rDIAPHRAGM SCREWS DIAPHRAGM SCREWS e ENDWALL BASE GIRT ACROSS ENDWALL RIDGE PURLINSS ON ROOF END TRUSS TOP CHORD, DIAPHRAGM TED AB�VEREWS; TYPICAL SCREW PATTERN, EXCEPT AS N STEEL SHEETING SCREW PATTERNS POST/FOOTING SCHEDULE 12' - 24' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "Er W X D "B" DIA. 'T' REQUIRED VOLUME, YD 10'•0" -- 10'-0" 10-- 10'-0" 17-0" 10'-0" 10 0" 10.-0" 8'-0" 10'-0" 12'-0" 14'-0" 16'-0" - 1W-0" 20-0" 6" X 6" - --X 6 6" " 18" 3'-0" 1 8" 3'-0" 18" 3'-0" 18" 3'-0" 20'• 3'-0" 20' 31-0" 21" T-0" NO 0.20 0.20 - 0.20 0.20 0.24 0.24 0.27 - NO - -- NO NO NO NO NO 6" X 6" 6 X 6" W/2"X 6' 6" X 8" --- - 6" X 10" 6" X 10" 12-0" 12-0" 12-0•' 12-0" 12-0" 12.0" 12'-0" W-0" 10'-0" 12'-0"6" 14•-0" 6" 16 -0' 181-0" 20.0" 6" X 6" 6" X 6" - X 6" Wl2" X 6" X 6" WI2" X 6"26" 6" X 8" W/2" X 6"26" 6" X 8' W/2" X 6 6" X 10" W/2" X 6" 26" 26" 26_ 26" _ 26"3'-0" 26"" 3"-0" 3'-o" 3'-0" 7-0" 3 -0" 3'•2" NO NO NO - NO - _ NO NO NO 0.29 0.29 - 0.29 _ 0.29 0.29 0.29 0.36 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, YD 10'-0" 100•0" 10'-0" 10'-0" 10'-0" 10'•0" 16"-6" 10 0" 10'-0" 8'-0" 10-0" 1Z-0" 14'-0" 16'-0"r " 181•0" 20 0 27-7" 24'-0" 6" X 6" 6" X 6" 6" X 6" W/2" X 6" 6" X 6" W/2" X 6" X 8" 6" X 8" Wl2" X 6"26"" 6" X 8 W2" X 6" 6'• X 10 WIT X 6 6" X 12" 26" 26" 26" 26" 26" 26" 26" 26" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" . 3 3"" 3"-0" 3 2'• 3'-3" NO NO NO NO NO NO No. NO NO 0.29 0.29 0.29 0.29 0.36 0.36 0.36 0.35 0.38 12-0" 12.0" 12-0" 12-0" 12-0" 12-0"18'-0" - 12-0" 12-0" 12-0" 8'-0" '17-0" 12'-0" 14'-0" . 16'-0" 20'-0" 22'-O" 24'-0" 6" X 6" 6" X 6" 6" X 6" W/2" X 6" 6" X 8" 8" /2"WX X 6"" 6" X 8" 6" X 10" - 6" X 12" 6" X 12" WI2" X 6" 6"" X 12" 28" 28" 28" 28" 28" - 28" 28" 28"3'-2" _- 28" 28" 3'-0" 3'-0" 3•-0"NO 3•.0" --._ 3'-0'• 7-0" 3'-0" 3.6 3'-6"" NO NO NO -_. - - NO NO NO NO - - NO 0.35 0.35 0.35 0.41 0.41 0.41 0.41 0.43 0.48 POST/FOOTING SCHEDULE 36' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "1-1" W X D "B" DIA. 'T' REQUIRED VOLUME, YD 10'-0" 10'-0 " 10'-0" 10'•0" 10'-0" - " 10'-D" 10'-0" 10'-0" 10;-0" 8'-0" -0 10'" . 12'-0" 14'-0" 161.0" 1 18'•0" - 20'-0" - 22'-0" 241•0" 6" X 6" 6" X 6" -.. . .WI2" X X - 6" 6" X 6" 6" 6"X 6" W/2" X 6" 6" X 8" -"- 6" X 8"W/2" X 6" 6"8" X 10" 0 6" 6" X 10" W/2" X 6" 6" X 10•' W/2" X 6" 28"3'-0" 28" 28 28" _... ---_ -. 28" 28" 28" 28" 8 28" 28" 3'-0" 3'-0 " .. 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-2" NO NO NO- - NO NO NO . - NO NO YES 0.35 0.35 0.35 - 0.36 0.41 0.41 0.41 0.41 0.43 12-0" 12-0" 0" 12-0'• 12-0" 12-0" 120 12-0" 12 0' 12-0" 8'-0" 10' 0" 12'-0" 14'-0" 1i -O" 180 201-0" 2i' -ii"- 24'-0" 6" X 6" 6" X 6" X 6" 6' X 6" W/2" X 6" .. 6" X 8" 6" X8 W/2_"X6 6'X1➢ 6" X 10" WI2' X 6"- 6' X 12• 6" X 12" W/2" X 6" 32" 32" 32" 32"3%0" 32" 32"3-0" 32" 32"3 32"3 32" 3'-0" 3'-0" 3-0" 3-0" -0" 2" 3'3" _-- - NO NO...... NO NO NO NO NO NO 0.44 0.44 0.44 0.44 0.44 _ 0.44 0.44 0.47 0.49 NO POST/F0011 NG SCHEDULE 40' 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" _ 70 0" 10 -0" 10'-O" 10'-0" 10'-0" __ 10'-0" 17-0" 10'-0" 10'4' 8-0" 16' -ii" 12'-0" 14'-0" 16'-0" 16'-o" - 18-0" 20'-0" 22'-0" 24'-0" 6 X61 .. 6 X 6 6 X 6 WI2" X 6 6" X 6" W/2" X 6 6" X 8" _-... 6 X 8 WI2' X 6" 6" X 8" W/2" X 6" 6" X 10" 6" X 10" W/2" X 6" 6" X 12" 30" 30" 30 30' 30"3'-0" 30" 30"3'-0" 30" 30" 30" 30" 3-0" 31-0" 3'-0" 31-0" 3'-0" 3'-0" 3'-0" 7-2" NO NO NO 0.41 0.41 0.41 0.41 0.41 0.41 ' 0.41 0.41 0.41 0.43 NO YES - . NO NO • NO NO- YES 12-0" 12-0" 12-00"" 12-0" 12-0" 12-0" 12'-0" 12-0" 12-0" 8'-0" 17-7" 12'-0"" 14'-0" 16'-0" 18 -0" " 20.0" 22'-0" 24'-0" 6 X6" 6" X 6" 2" 6 X 6 Wl2" X 6" 6" X 8" 6" X 8" W/T'X 6" - 6 X10' 6" X 10" W/2" X 6" 6 X 12" 6 - "X6" 6" X 12" W/2" X 6" 33" 33" - 3- 33"3'-0" 33" 33"0 3 3 33"3-0" 33" 33 3. 33" 3-0" 3'-0" 3'-0" 3'-0" 3'-0" 3' 2" 3'-2" 2" NO0.47 - - - 0.47 0.47 0.47 0.47 0.47 0.47 0.49 0.67 NO NO NO NO O NO NO NO NO 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" 10.-0" 17-0" 17-0" 10.-o" 101.0" 10'-0" 10'-0" ... 10'-0" 10'-O" 8-0" 10%0" 17-0" 14'-0" 16 0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 6" X 6" 6"X 6"34 6 X 6 W/2" X 6" 6 X 6 W/2" X 6" 6" X 8" 6" X 8" W/2" X 6" 6" X 8" W/2" X 6" 6" X 10" __ 6" X 10" W/2" X 6'• 6" X 1T' W/2" X 6" 34" 34" 34" 34" 34" 34" 34" 34•' 34" 3-0" 3 -0' 7-0" 3"-0" T-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" NO NO NO NO YES NO NO YES NO -- YES 0.66 0.66 0.56 0.66 0.66 0.66 0.66 0.55 0.66 0.66 12-0" 12-0" 12.0" 12.0" 12.0" 12-0" 12-0" 12-0" 12-0" 8'-0" 101-0" 12.0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 6" X 6" 6 X 6 W/2" X 6' 6 X 6' W12'• X 61 6 X 8" 6" X 8" W/2" X 6" 6" X 10" 6" X 10" W/2" X 6" 6" X 12" W/2" X 6" 6" X 12" Wiz' X 6" 36" 36" 36 36 36" 36" 36" 36" 36" 3'-0" 3 0" aim" 7-0" 3'-0" 3'-0" 3'-0" 3'-2" 3'-2" NO NO NO NO NO YES NO NO NO 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.65 0.66 POST/FOOTING SCHEDULE 64' TO 60' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X 0 "B' DIA. 'T' REQUIRED VOLUME, YD3 10'-0" 10'-0" 101•0" 10.0 10.0' 17-7 10'-0" 10 10'-0" 101.0" 8'-0" 10'-0" 12'-0" 14.-o" 161-0" 18'-0" 20'•0" 22'-0" 24'-0" 6" X 6" 6" X 6" r X 6' W/2" X 6" 6 X 8 6 X r W/2" X 6" 6 X 10" 6 X 10" W/2 X 6" 6" 6" X 10" W/T X 6" 6" X 12" 36" 36" 36 36 36 zr 36 zr 36" 7-0" 7-0" 3.-6" 3 -0' r-0" 31-0" - 3'-0" 3'-0" 7-2" NO NO NO NO NO NO YES NO YES 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.66 12-r 120" 120" 12-r 12-r 120: 1*2.0rii. 12.0" 12-0" 8'-0" 17-0" 1Z-0" 0' 14' 17-71 181-0" '_, 274" 22'-0" 24'-0" 6 X 6 r x r W/211X6 r X8 6 X 8 Wl2 X 6 6 X 8 Wl2' X 6 ' 6 X10 _ r X 1r WIT X 6 6'• X 12" WIT X 6" 6" X 12" W/2" X 6" 40 40 40 40 40 40 40 40" 40" 3 -0 3-0' 3-0 3 -0' 3 -0' 3-0' 31-0" 3'-0" 3'-2" NO NO _ NO NO NO 0.70 0.70 0.70 _ 0.70 0.70 0.70 0.70 0.70 0.73 YES NO _ NO _ NO EXPIRES 12/29/07 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 HEM -FI R #2 TREATED POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM-FIR2 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 FOOT NG DIAMETER X 2" & FOOTING DEPTH X 4". WAMBEKE ENGINEERING 2913 E. 61st Court Spokane, WA 99223 Daniel Warlbeke, P. E. Telephone: 509-443-6186 Fax: 509-448-6582 a -mall dwambeke@nsn.con STRUCTURAL DESIGN FOR POST FRAME BUILDINGS 12' TO 60' SPANS, 30 & 40 PSF LIVE LOAD, 2003 IBC ZIEGLER LUMBER COMPANY 620 E. HOLLAND ROAD SPOKANE, WASHINGTON 99218 BY DRAWN WAMBEKE CHECKED REV BY DATE DESCRIPTI❑N OF CHANGE PROJECT 2006 DATE 10-12-06 DRAWING NO.: ZIEGLER.IBC2003.06 SCALE: N.T.S. SHEET: 1 OF 1 REV. PROVIDE DIAGRAMS ANO 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 ilI�I� DIVISION