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2007, 03-19 Permit App 07000847 GarageProject Number: 07000847 Inv: / Application THIS IS NOT A PERNIIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: NEW 26 X 22 X 15 DETACHED GARAGE Contact: ALL SEASON BUILDING Address: 4804 W 34TH C - S - Z: SPOKANE WA 99224 Setbacks: Front Left: Right: Rear: Phone: (509) 455-9285 Group Name: Site Information: Project Name: Plat Key: 000735 Name: EMPIRE HEIGHTS ADD District: Sout Date: 03/19/2007 Page 1 of 2 Parcel Number: 352413404 Block: Lot: SiteAddress: 7114 E 4TH AVE Location:: CSV Zoning: UR-7 Water District: Urban Residential-7 Owner: Name: PATTERSON, JUSTIN Address: 7114 E 4TH AVE SPOKANE VALLEY, WA 99212 Hold: n Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 50 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Released By: Originally Released: 03/15/2007 By: TMELBOU Landuse/Zoning/HE Conditions Released By: Sewer Review Permits: Originally Released: 03/14/2007 By: Mharnois Released By: 98005936 Originally Released: 03/19/2007 By: mturbak Operator: MT Printed By: MT Print Date: 03/19/2007 Project Number: 07000847 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: ALL SEASON BUILDING CONTR Address: 4804 W 34TH AVE SPOKANE, WA 99204 Building Characteristics Group: U-1 Total Area Building Height Stories Description GARAGE Type: VB 572 15 1 Grp Type U-1 VB Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Notes: Payment Summary: Permit Type Building Permit This Application: Notes Sq Ft DETACHED 572 GARAGE Valuation $10,868.00 Building Permit Date: 03/19/2007 Page 2 of 2 Firm: STAN MCGREW/ALL SEASON BL Phone: (509) 455-9285 Total Project: Sq Ft Valuation 572 $10,868.00 Totals: 572 Units Unit Desc I SELECT 1 SELECT 1 SELECT $10,868.00 Permit Total Fees: Fee Amount Invoice Amount $248.56 $248.56 572 $10,868.00 Fee Amount $195.25 $48.81 $4.50 Amount Paid $0.00 $248.56 Amount Owing $248.56 $248.56 $248.56 $0.00 $248.56 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: MT Printed By: MT Print Date: 03/19/2007 Permit Center Sri ()�k"ra-- a 11707 E Sprague Ave, Suite 106 �7� Spokane Valley, wA 99206 �l�e� (509)688-0036 FAX: (509)688-0037 Community Development w v.snokaaevallev ors roTMl Residential Constr4on Permit Application SITE ADDRESS ASSESSORS PARCEL NO: C E � U E PERMIT NUMBER 1— PERMIT FEE: Construction ❑ Accessory Bldg tion/Remodel ❑ Deck LEGAL DESCRIPTION: .)3ilii�lII . ,. Name .j .t -�-i r P,,; -ffe i'J o Address el F 4/ 11 Citr- 4,2 0 V.r //-. Phone: 22S 3 %• ai'Fax: 77. Name: S 7',9- n! Phone: yS 9 of et; — Name: 411 Address: City- -f �0- .,ter btJ : 9 9 .i a C/ Phone: SiS —RA 5--- Fax: r,a 5' J le O LicNo:A11l`6 or .Date: ^©� City Business Lic No: Describe the. scope of work in detail: j Cost of Project: S �s© A C **************The following MIDST be complete: (write N/A if not HEIGH��O PEAK: DIMENSIONS: # OF STORIES: TOTAL HABITABLE SPACE: � a MAIN FLOOR TO SQ. 2 FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: LL�OK AREA: FINISHED BASEMEN ARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: PROPERTY. # OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? nrcrr AIKA= 'Fe C+-Je � 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 _ C GiJ� v Date Z Method of Payment: (Faxed permit applicaSons will only be accepted with majorbankcaro9 ❑ Cash ❑ Check ❑ Mastercard ❑ VISA Bankcard #: Expires: _ VIN#: Authorized Signature: REVTSFD 6252005 ❑ Other S a° .ne .0,000Valley 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 509.921.100D ♦ Fax: 509.921.1008 ♦ 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 ❑ Roof framing plan and details ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan ❑ Insulation information Parcel Values Page 1 of 1 Spokane County Parcel Data Locator Help New Search Modj' Search Summary_ Parties Values Taxes Sales Info Sey_/ Merge Event /Notices Lai Dwelling / Structure Parcel Photo Documents WebPlus Prism Historical Field P Printable Fact Sheet w/o Taxes Printable Fact Sheet Taxes Only Printable Fact Sheet_with Taxes All Data As Of : 03/18/2007 Parcel Number: 35241.3404 Owner/Name Address 1 Address 2 City State Zip Country Role 1 PATTERSON, JUSTIN D 7114 E 4TH AVE SPOKANE WA 99212 100 Taxpayer/Name Address 1 Address 2 City State Zip Country Role PATTERSON, JUSTIN D 7114 E 4TH AVE SPOKANE WA 99212-0504 USA 100 Mortgage/Name Address 1 Address 2 City State Zip Country Co US BANCORP SERVICE PROVIDERS 6053 S FASHION SQUARE DR 200 MURRAY UT 84107 002 Help New Search Modify Search Contact Information I http://webpadal/ParcelParties.aspx 03/19/2007 it/0 :573,J1P7 ‘,1 Ct/ -• • , 711 E 7cis J S e ( • PLANNING DEPT. APPROVED BY: hATE' \,13//zil/C, 7 //Li Li et- r ,f TREATED POST -4 - 16d GALV, NAILS EACH GIRT 2' X 6' GIRT (FLAT) TYPICAL GIRT CONNECTION NOTES FOR FLOOR PLAN Q INTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET ©GABLE WALL POSTS - 6" X 6" TYPICAL DOOR POSTS - 4' X 6' TYPICAL FOOTING DIMENSIONS, B + 1' 8'J D = 3' 0" MAXIMUM POST SPACING 12' 0" Q3 PURLINS @ 24" O.C,, BEARING OR JOIST HANGERS (TYPICAL) z w 0 w 0 f 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 INTO EACH PURLIN, C), PURLINS MAY BE LAPPED ANDNAILED W/(3) 16dNAILS, h DOUBLE TRUSSES ID DOUBLE TRUSSES ya SINGLE TRUSS 51 \_® \'® PLAN VIEW N.T.S. NOTES FOR SECTION A -A Si TYPICAL PURLIN, SEE FLOOR PLAN FOR SIZE QiiP TRUSS DESIGN BY OTHERS S3 2' X 6' @ 24' O.C„ 10' BAYS 2' X 6' @ 24' ❑.C., 12' BAYS DF-L #2 GIRTS FLAT @ 24' O.C. 04 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 GIRTS WITH 1' LONG WOODFAST TEKS. SEE FOOTING DETAIL BUILDING SECTION A -A N.T,S. 20' 0' MAXIMUM SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION N.T.S. NOTES FOR FRONT ELEVATION Sl HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2" X 6' OR 2" X 8" STD JOIST HANGERS, LOWER TRUSS FOR END OVERHANG, IF REQ'D 0 2" X 10" HEADER S3 2' X 6' GIRTS @ 24" ❑,C., 10' BAYS, DF-L #2 2" X 6" GIRTS @ 24' 0,C,, 12' BAYS, DF-L #2 0 2' X 8" FACIA BOARDS 0 TREATED WOOD POSTS, SIZED PER SCHEDULE 0 TREATED 2" X 6' BOTTOM GIRT OR TREATED 2" X 10" BOTTOM GIRT ON CONNECTION METHODS "B" AND 'C', TOENAIL BACK SIDE OF PURLIN W/(1) 16d NAIL INTO EACH TOP CHORD MEMBER SPAN S12 - BOLTS S13 - 16d NAILS 24' 1 4 30' 2 8 36' 2 8 40' 3 12 50' 3 12 60' 4 16 DETAIL 1 TRUSS COLUMN CONNECTION, PURLIN SUPPORT N,T.S, SHEATHING REQUIRMENTS THE FOLL❑WING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED * ROOF STEELS 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT * 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 EACH MAJOR RIB THE F❑LL❑WING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED * 'ENDWALL STEEL' 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT * FIELD SCREWS' #10 x 1 1/2' @ 9' O.C. (NEXT TO HIGH RIB) * BASE GIRL END TRUSS, AND DOOR HEADER SCREWS! #14 x 1 1/2' @ BOTH SIDES OF EACH MAJOR RIB, DIAPHRAGM SCREWS DIAPHRAGM . SCREWS @ ENDWALL BASE GIRT ACROSS ENDWALL. DOOR HEADERS & GABLE END TRUSS TOP CHORD, EAVE & RIDGE PURLINS ON ROOF DIAPHRAGM SCREWS) TYPICAL SCREW PATTERN @ EACH PURLIN, EXCEPT AS NOTED ABOVE NOTES FOR CONNECTION DETAIL ©MANUFACTURED TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER 0 PURLIN SUPPORT STRUT 2' X 6' X FULL DEPTH OF TOP CHORD PLUS PURLIN. NAIL PURLINS W/(3) 16d NAILS S3 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 0 WOOD POST, SEE POST/FOOTING SCHEDULE. 0 4 - 10d NAILS S7 SOLID BLOCKING AT CONNECTION POINTS, S8 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE ► S9 2' X 6' OR 2' X 8' EAVE GIRT ro 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 i 3/4' DIA. MACHINE BOLT Si 4 - 16d NAILS KNEE BRACE NOT REQUIRED, USE ONLY BOLT IN TRUSS, BOLT IN BOLTING BLOCK 12 DOUBLE OVERHEAD DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. 12 STEEL SHEETING SCREW PATTERNS N.T.S NOTES FOR FOOTING DETAIL TREATED POSTS AS SIZED PER SCHEDULE VIBRATE ❑R ROD CONCRETE TO OBTAIN FULL BEARING I3 UNDISTURBED S❑I FOOTING DETAIL GABLE END TRUSS 2' X 6" X 18' BOLTING BLOCK 2" N ' BOLTING BLOCK DETAIL 3 TYP. GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS N.TS, 8 - 16d NAILS CORNER POST - 16d NAILS SINGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION N.T,S, 12 FT �, 3068 MANDOOR OPTION OPTIONAL FRONT ELEVATION N.T.S, 12 4 SPLIT SLIDER DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR OPTIONAL FRONT ELEVATIONS 0 HALF TRUSS DESIGN BY OTHERS 0 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 2' X 6" HEADER 0 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. 0 DOUBLE 2" X 6' KINGPOST 0' OPENING co NOTES FOR DETAIL 2- KNEEBRACE Si TRUSS TOP CHDRD, DESIGN BY OTHERS S2 TRUSS BOTTOM CHDRD, DESIGN BY OTHERS S3 2' X 6' ON EACH SIDE S4 WOOD POST, SEE P❑ST/FOOTING SCHEDULE S5 16d GALV, NAILS, EACH SIDE 1" // III III 111 II III L 16d NAILS 6", 8" OR 10" POST NAILING PATTERN FOR POST LAMINATIONS NOTE: 2" X 6" LAMINATE MUST BE A TREATED MEMBER AND MUST EXTEND TO THE BOTTOM OF THE FOOTING. BUILDING SPECIFICATIONS: LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2003), AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 40 PSF LIVE LOAD, 85 & 90 MPH WIND SPEED, EXPOSURE B AND SEISMIC DESIGN GROUP C. DESIGN LOADS - ROOF LL = 30 OR 40 PSF ROOF DEAD LOAD = 5 PSF* CEILING LL = 0 PSF CEILING DL = 1 PSF * ROOF DL ALLOWS FOR A MAXIMUM OF 3" THICKNESS OF FIBERGLASS INSULATION. * MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF MAXIMUM SOIL BEARING PRESSURE IS BASED ON SANDY GRAVEL AND/OR GRAVEL SOILS OF BETTER. 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. ALL PURLINS SHALL BE MSR 2,400f-2.OE MINIMUM GRADE. NAILING SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPROPRIATE SECTIONS OF CHAPTER 23 OF THE IBC. ALL NAILS INTO TREATED WOOD SHALL BE HOT -DIPPED ZINC COATED GALVANIZED STEEL, SILICONE BRONZE COPPER OR STAINLESS STEEL. 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 1" 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 CHORD LIVE LOAD = 30 OR 40 PSF TOP CHORD DEAD LOAD = 5 PSF BOTTOM CHORD DEAD LOAD = 1 PSF NOTE& 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 = (2) 3/4" DIA, THRU BOLTS, EACH LOCATION, KNEE BRACE N.T.S. 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 171 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, L' BRACE OR 2' X 8' TRUSS WEB MEMBER SECTION B-B AT INTERIOR TRUSSES TYPICAL 0d NAILS @ 6" O.C. ' X 4' L-BRACE TRUSS WEB MEMBER SECTION B-B AT GABLE END TRUSS S*EATHING REOU1"EN:-_ THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED. ■ ROOF STEW 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT ■ FIELD SCREWS! 010 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB) • EAVE AND RIDGE PURLIN SCREWS. Q14 x1 1/2' AT BOTH SIDES OF EACH MAJOR RIB THE FIB -LOWING MINDIUN ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED, ■ ENDWALL STEEL. 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT 1 BASD�T, END TRUSS, AND DOOR HEADER SCREWS! 014HIGH �x11 1/2' BOTH SIDES OF EACH MAJOR ROI NON HrDlaS E SCREW PATTERN 2 EACH PURLIN, STEEL SHEETING SCREW PATTERNS _, NOTES FOR TRUSS BOTTOM CHDRD BRACING Si GABLE END TRUSS 0 DOUBLE INTERIOR TRUSSES _ . 0 2' X 4" X-BRACING @ 10' 0" ❑.C. 0 2' X 4' BOTTOM CHORD BRACING @ 10'-0' O.C. 0 TOENAIL BRACES TO TRUSSES WITH 3 - 10d NAILS RUSS BOTTOM CHORD BRACING N.T,S, 11 1 OVERHEAD DOOR OPENING SLIDING DOOR OPENING TYPICAL SIDE ELEVATION NOTES FOR SIDE ELEVATION Sl 2' X 8' HEADER 0 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS N.T.S. POST/FOOTING SCHEDULE 12' - 24' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D '8" DIA. 'T' REQUIRED VOLUME, YIXI 10'-0.. 8'-0" 6" X 6" 18" 3'-0" NO 0.20 _10'-0" 10'4" 6" X 6" 10" 3'4I" MO 0.20 _10'-0" 12'-0" 6" X 6" 10" 3'-0" NO 0.20 _10'-0 = _14'-0" 6" X 6" W/2" X 6" 18" 3'-0" NO 0.20 10'-0-0" 16'-U" 6" X 8" 20" 3'-0" NO 0.24 10'-0" 18'-0" 6" X 10" 20" 311" NO 0.24 0'-0 1" 20'1" 6" X 10" 21 " 3'-0" NO 0.27 12-0" _8'-0"_ 6"X6" 26" 3'4" NO 0.41 12-0" 10'.0" 6" X 6" 26" 3'1" N4 0.41 l2-0" 12'-0" 6".X 6" W/2" X 6" 26" 3'.0" N0 0.41 1241" 14'41" 6" X 6" W/2" X 6" 26" 3'41" NO 0.41 12.0" 16 -0" 6" X 0" W/2" X 6" 26" 311" NO 0.41 12.0" 104" 6" X 8" W/2" X 6" 26" 3'.0" NO 0.41 1F'-D" 20'-0" 6" X 10"W/2"X 6" 26" 3'-2" N0 0.44 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" N0 0.41 10'-0" -10'.0u 10'-0" -124" 6" X 6" 26" 3'-0" NO 0.41 6" X 6" " X 6" 26" 3'.8" -3'.0" NO 0.41 lire''14'.0" 6" X 6" W/2" X 6" 26" NO 0.41 _10'-0" 16'4" 6" X 8" 26" 3'-0" N0 0.41 10'-0" 18'41" 6" X 8" W/2" X 6" 26" 31" N0 0.41 10'-0" 20'.0" 6" X B" W2" X 6" 26" 3'-0" N0 0.41 10'-0" 224" 6"X10"W/2"X6"_26" 3'-2" N0 0.44 10'4" 24'D" 6"X 12" 26" 3'-3" NO 0.45 12-0"- Ir0" 6" X 6" 28" 3•-0" N0 0.47 12-0" 10'11" 6" X 6" 20" 31" NO 0.47 12-0" _124" 6" X 6" W/2" X 6" 28" 3'41" N0 0.47 12-0" 14'4" 6" X 8" 28" 311" N0 0.47 12-0" 16'41" 6" X 8" W/2" X 6" 20" 3'-0" NO 0.47 _12-0" 104" 6" X 10" 28" 3'.0" NO 0.47 12-0" 20' 1" 6" X 12" 28" 31" N0 0.47 12-0"_ 22'0" 6""" X 12"W/2"X 6" 20" 3'-2" NO 0.5 12-0" 244" 6" X 12" 28" 3'-0" NO 0.56 POST/FOOTING SCHEDULE 36' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. 'T' REQUIRED VOLUME, YD3 10'4" 0'-0" 6" X 6" 20" 3'-0" NO 0.47 10'.0" 10'." 6" X 6" 20" 311" NO 0.47 is'.0" 12'.0" 6" X 6" W/2" X 6" 20" 3'.tl" NO 0.47 10'-0" 14'0" 6" X 6" W/2" X 6" 28" 3'-0" NO 0.47 1011" 16' D" 6" X 8: 28" 3'.0" NO 0.47 _10'-0"_ 18'-0" 6" X 8-1/ //2" X 6" 28" 3'-0" NO 0.47 _10'-0" 20'-0" 6"X 10" 28" 3'-0" N0 0.47 _10' " _22'Ir 6"X 10"W/2"X 6" 28" 3'-0" NO 0.47 10'.0" 24'.lI" 6" X 10"W/2"X 6" 20" 3'-2" YES 0.50 12-0" 0'-0" 6" X 6" 32" 3'4" NO 0.62 _12.-0" -10'1" 6" X 6" 32" 3'.0" NO 0.62 12-0" 1211" 6" X 6" W/2" X 6" 32" 3'-0" NO 0.62 12-0" 14'-0" 6" X 0" 32" 3'41" NO 0.62 12-0" 16'4" 6" X B" W/2" X 6" 32" 3'-0" NO 0.62 12-0" -12-0" 18'4" 6" X 10" 32" 3'-8" NO 0.62 20'0" 6" X 10" W/2" X 6" 32" 3'41" N0 0.62 _12-0" 22,41" 6" X 12" 32" 3'-2" NO 0.66 12-0" 24'4" 6" X 12"W/2"X 6" 32" 3'3" NO 0.68 POST/FOOTING SCHEDULE 40' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D '8" DIA. 'T' REQUIRED VOLUME, YD3 10'-0" 8'-0" 6" X 6" 30" 3'-0" NO 0.55 10'-0" 10'4" 6" X 6" 30" 3'-0" NO 0.55 10'-0" 12'4" 6" X 6" W/2" X 6„ 30" 3'.0- NO 0 0.55 _10'-O» 14'11" 6" X 6" W,2"X 6" 30" 311" NO 0.55 10'�0" 164" 6" X r 30" 3'41" YES 0.55 10 _'-0" 16'-0" 6" X 8" W/2" X 6" 30" 3'-0" N0 - 0.55 - ,. 1Q'-0" 18'4" 6" X 8" W/2" X 6" -30"_ 3'41" NO 0.55 10'-0" 20'41" 6" X 10" 30" 3'-0" NO 0.55 10'.1" 22'0" 6"X 10"W/2"X 6" 30" 311" NO 0.55 10'-0" 24'4" 6"X 12" 30" 3'-2" YES 0.50 12-0" 8'-0° 6" X 6" 33" 3'-0" . NO 0.66 12-0" 90'-i'_ 6" X 6" 33" 3'-0" NO - 0.66 12-0" 12'4" 6" X 6" W/2" X 6" 33" 3'-0" NO 0 0.66 _12-0.. 14'41" 6" X 8" 33" 3•-0" NO 0.66 12-11"_ 12.0" 16':01 184" 6" X 8" W2" X 6" 6" X 10" 33" 33" 3'-11" 3'1" NO N0 0 0.66 0.66 _12'-0" 20'4" 6" X 10"W/2"X 6" -33" _3'-0_ NO , _ 0.66 124" 22'41" 6" X 12" 33" N0 0 0.70 '12-0" 2411" 6" X 12"W/2"X 6" 33" _3'-2" 3'-2" NO 0.72 POST/FOOTING SCHEDULE 48' TO 52' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D '8" DIA. 'T' REQUIRED VOLUME, YD3 10.-0." -'-0" 8.-0" 6" X 6" 34" 3'.0" NO 0.70 _1 10'7" 6" X 6" 34" 3'-0" NO 0.70 10'-0" 12'41- 6" X 6" W/2" X 6" 34" 3'-0" NO 0.70 1[1'-0 " 94'.0" 6" X 6" W2" X 6'_ 34" 3'-0" N0 0.70 10'-0" 16'40" 6" X 8" 34" 3'-0" YES 0.70 10'4" 16'4" 6" X 8" W/2" X 6" 34" 3'-0" N0 10'-0" 18'l" 6"X 8"W/2" X6" 34" 3'41" 40 __0.70 0.70 _10'4"-- 20'4" 6" X 10" 34" 3. -0 " YES --- 0 0.70 10'4" 22'41" 6"X 10"W/2"X 6" 34" 3'4" NO 0.70 10'-0" 244" 6" X 12" W/2" X 6" 34" 3'-0" YES 0.70 12-0" 0'-0"_ 6" X 6" 36" 3'-0" NO 0.79 -12-0" .0 10'" 6" X 6" W/2" X 6" 36" 3'-0" N0 0.79 12-_0" 12'-0"" 6" X 6" W/2" X 6" 36" 3'-0" NO 0.79 _12-0" 14'-0" 6" X 8" 36" 3'-0" N0 0.79 _12A" 16'.1" 6" X 8" W/2" X 6" 36" 3'-0" NO 0.79 12-0, _ 18 -0"_ 6" X 10" 36" 310" YES 0.79 ,12-0" 20.11' 67 X 10" W/2" X 6" -36" 3'1'._ N0 0.79 :11124,' 1. 224 6..X12"W/2'X6..36" 3%2" ---NO 0.83_ 12-8" ;, 24'41" 6" X 12"W/2"X 6" 36" 3'.2" NO 0.03 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 -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 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". I EXPIRES 12/29/07 WAMBEKE ENGINEERING 2913 E. 61st Court Spokane, WA 99223 Telephonel 509-443-6186 Fax' 509-448-6582 a -Malt dwaMbeke@rlsn.com Daniel Wambeke, P. E, LAYOUT, STRUCTURAL DETAILS AND SPECIFICATIONS POST FRAME BUILDINGS 30 OR 40 PSF LIVE LOAD ALL SEASON BUILDING CONTRACTING 4804 W. 34TH AVENUE SPOKANE, WASHINGTON 99204 BY DRAWN WAMBEKE DATE DRAWING NO,' ALLSEASON.IBC2003 REV, REV CHECKED BY DATE DESCRIPTION OF CHANGE PROJECT NO. 2006 4-03-06 SCALE! N.T.S. SHEET' 1 OF 1 } PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS ? 7 CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS ILLY REVIEWED F©OOMPLIANCE SPOKANE VALLEY'/3UADG DIVISION