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2006-03-28 Permit App 06001041 Pole BldgProject Number: 06001041 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information Permit Use: 24X40 DETACHED POLE BUILDING Setbacks: Front Left: 13 Right: 30 Rear: 32 Site Information: Plat Key: CONV Name: CONVERTED CNTY DATA Date: 03/28/2006 Page 1 of 2 Contact: DOBSON, REBECCA Address: 7109 E 4TH AVE C - S - Z: SPOKANE VALLEY, WA 99212 Phone: (509) 891-5540 Group Name: Project Name: District: Parcel Number: 35241.0713 SiteAddress: 7109 E 4TH AVE Location:: CSV Zoning: UNK Water District: Block: Lot: Owner: Name: DOBSON, REBECCA Address: 7109 E 4TH AVE SPOKANE VALLEY, WA 99212 Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Released By: 77t. Landuse/Zoning/HE Conditions Permits: Released By: Operator: CJJ Printed By: CJJ Print Date: 03/28/2006 Project Number: 06001041 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Date: 03/28/2006 Page 2 of 2 Contractor: OWNER Firm: OWNER Phone: (000) 000-0000 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation GARAGE U-1 VB 960 $18,240.00 960 $18,240.00 Totals: 960 $18,240.00 960 $18,240.00 Item Description Units Unit Desc RESIDENTIAL PERMIT FEE 1 SELECT ACCESSORY PLANS REVIEW 1 SELECT WSBC SURCHARGE l SELECT Fee Amount $307.25 $76.81 $4.50 Permit Total Fees: Notes: .„�> CONTOL AREA FOR DRAINAGE MORITORIUM SEE MAPS FOR SPECIFICS Permit Type Building Permit $388.56 Fee Amount Invoice Amount Amount Paid Amount Owing $388.56 $388.56 $0.00 $388.56 $388.56 $388.56 $0.00 $388.56 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: CJJ Printed By: CJJ Print Date: 03/28/2006 Permit Center S 4kane 11707E Sprague Ave, Suite 106 .000 Valley (509)688-0036 FAX: (509)688-0 Community Development www.svokaneva?ley.orz.com Residential Construction Permit Application PERMIT NUMBER: 1(j 1 E 1 ll PERMIT FEE: l MAR 24 2006 �gW,�Constructio>�f ' o Accessory Bldg ❑ Ac�ditiro �' 'fi'deL ❑ Deck o Other: SITE ADDRESS i C Q ocr 4 i, 3 p k yye_- L t I! Q ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building owner Name: An, G ,CG ,0b 0 Address: 7l ac( E. c{-fh City: S )c kc it c- Zip: 99 } Phone: Ci 1 S-C7 L((1 Fax: Contact Person :: Name: Pe k)e CCo Phone: ` i c LIc) / )3G1-1 .Contr..actor_ .-O. r.-) g Name: Address: City: Zip: Phone: Fax: Lic No: Exp. Date: City Business Lic No: Describe the scope of work in detail: Cost of Project: Lae- arc by Id:r\c3 c ,� q/ x q o/ 5-to r,T. Pole bis,'��'+"J **********The following MUST be complete: (write N/A if not a licable)****************** HEIGHT TO PEAK: i 1' - 0 DIMENSIONS: / 4/6' PP # OF STORIES: i TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. FTG: 0 7 C D Niel 2 FLOOR SQ. FTG: ,0 UNFIN BASEMENT SQ. FTG: -�` IMPERVIOUS SURFACE AREA: FINISHED BASEjMENT SQ. FTG: GARA E S . FTG: DECK/COPATIO SQ. FTG: 30% SLOPES ONE P ERTY: Jc� # OF BEDROOMS: nicr_� einnFQ CONSTRUCTION TYPE: POIeJ HEAT SOURCE: SEWE R SEPTIC? -er 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 Date 31e-1 / off, Method of Payment Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard ❑ VISA ❑ Other Bankcard #: Expires: - VIN#: Authorized Signature: REVISED 8/25/2005 Sga°Fane Valley 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhaU@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. ❑ AU 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 1 ° `'1 6 , LfrV e- 5 )p 1<c Yl e.. V 0,1 [ell Y\c,v) CCe 55 °icy rc_ 1 AVOI /7) a> +n� QS ele:lce Ido • 11 3?( fC'\\ PLANING OHT. A/f110YE0 BY: 417JLL DATE: *5i;DJ Pro Pose /gcce55or y 51-(U c (c e_ /3'W ‘,0 SEE DETAIL A NOTES: 4' O S1s „ SEE DETAIL B SEE DETAIL C 16 —SEE DETAIL E 1. WOOD IS CLASSIFIED AS DOUGLAS FIR —LARCH. 2. WOOD IS 2X6 AT LEAST GRADE 2, NO SIDE SPLITS OR LOOSE KNOTS ON TOP & BOTTOM CHORDS. 3. NAILS ARE 10d BOX OR BETTER. DESIGN ASSUMPTIONS: SNOW LOAD=30 PSF MAX TRUSS SPACING=8 FT RIDGE BEAM MAINTAINS LATERAL SUPPORT MOISTURE CONTENT IS 19% MAX l 24'-0" REVISIONS ZONE REV DESCRIPTION DATE APPROVED 4 SEE DETAIL D k SEE DETAIL F TRUSS D "SIGN ENGINEERING & DESIG N 7907 E DAY MT SPOKANE RD MEAD, WA 99021-9702 (509)979-3098 SIZE B FSCM NO. DOB-06-2000 DWG NO. 2000-D0B-S-01 REV 0 SCALE 24 SHEET 1 OF 2 5-10d NAILS BOTH SIDES GLUE STRUTS BOTH SIDES DETAIL A DETAIL 2X6 FILLER GLUED BOTH SIDES 7-10d NAILS BOTH SIDES 6X4 SIMPSON SPLICE PLATE BOTH SIDES 8-10d NAILS EACH SIDE REVISIONS ZONE REV DESCRIPTION DATE APPROVED GLUE STRUT BOTH SIDES 4-10d NAILS 1 BOTH SIDES DETAIL 3 3 ,, 16 4-10d NAILS BOTH SIDES GLUE STRUT BOTH SIDES DETAIL C EXPIRES / Za Zoo.. 4_ 2X6 FILLER GLUE EACH SIDE 12 NAILS EACH SIDE GLUE EACH MEMBER BOTH SIDES NOTES GLUE SHALL BE LIQUID NAILS LN-901. WOOD SURFACES SHALL BE CLEAN AND FREE OF PAINT. IT WILL TAKE 7 DAYS FOR THE GLUE TO ACHIEVE FULL STRENGTH. GLUE SHALL BE APPLIED EVENLY OVER THE ENTIRE BONDING SURFACE. +1+ ETAI E E 4-10d NAILS EACH SIDE EACH MEMBER DETAIL F TRUSS DESIGN ENGINEERING & DESIC N 7907 E DAY MT SPOKANE RD MEAD, WA 99021-9702 (509)979-3098 SIZE B FSCM NO. DOB-06-2000 DWG NO. 2000-DOB-S-01 REV 0 SCALE 12 SHEET 2 OF 2 Ar- • 0 TREATED POST - 16d GALV, • NAILS 2" X 6' GIRT (FLAT) ti TYPICAL GIRT CONNECTION NOTES FOR FLOOR PLAN Q INTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET ©GABLE GABLE WALL POSTS - 6' X 6' TYPICAL DOOR POSTS - 4' X 6' TYPICAL FOOTING. DIMENSIONS, B + 1' 8') D = 3' 0' MAXIMUM POST SPACING 12' 0' PURLINS @ 24" ❑.C., BEARING OR J❑IST HANGERS (TYPICAL) 1-- ID z w J 0 SPANS 12' TO 60' EACH GIRT -'ig DOUBLE TRUSSES z) °- 111 OD c, `r (U txm ww 0d (v) Z J -1 U a� DOUBLE TRUSSES SINGLE TRUSS to PLAN VIEW N.T.S. NOTES FOR SECTION A -A Si TYPICAL PURLIN, SEE FLOOR PLAN FOR SIZE S2 TRUSS DESIGN BY OTHERS 0 2' X 6' @ 24' ❑.C., 10' BAYS 2' X 6' @ 24' ❑.C., 12' BAYS DF-L #2 GIRTS FLAT @ 24' O. C. 0 CONCRETE F❑❑TING, SEE SCHEDULE 0 EXTEND POST TO TOP OF PURLIN ROOF FASTENED TO PURLINS WITH 1 1/2' LONG W❑❑DFAST TEKS. WALLS FASTENED TO GIRTS WITH 1' LONG W❑❑DFAST TEKS. SEE F❑❑TING 7 DETAIL PURLIN C❑NNECTI❑N METHODS' A), B). C), BUILDING SECTION A -A N.T.S. 12 1 i i 1 dila i i i 1 i 1 1=1 1 1 ':': �'"/ ",i�"// "ra�,,i �,i�,,i"1,i ,`� `� �� ,,ice-.i�-.' SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION N.T.S. PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STANDARD SIMPS❑N JOIST HANGERS OR EQUAL. PURLINS MAY BE BUTTED AND NAILED W/(2) 16d NAILS INTO EACH PURLIN, PURLINS MAY BE LAPPED AND NAILED W/(3) 16d NAILS ON CONNECTION METHODS 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN W/(1) 16d NAIL INT❑ EACH TOP CHORD MEMBER NOTES FOR FRONT ELEVATION Si 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 S2 2' X 10' HEADER S3 2' X 6' GIRTS @ 24' ❑.C., 10' BAYS, DF-L #2 2' X 6' GIRTS @ 24' ❑.C., 12' BAYS, DF-L #2 S4 2' X 8' FACIA BARDS S5 TREATED WOOD POSTS, SIZED PER SCHEDULE 0 TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT LIN PURLIN D NN* aON T H© NOTES FOR C❑NNECTI❑N DETAIL ®TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER S2 PURLIN SUPPORT STRUT 2' X '4' 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. NOTCH POSTS 1-1/2' EACH SIDE TO PR❑VIDE TRUSS SEAT. SS WOOD POST, SEE POST/FOOTING SCHEDULE. S6 4 - 40d GALV. NAILS IN PRE -DRILLED HOLES OR 3/4'0 MACHINE BOLT S7 SOLID BLOCKING AT CONNECTION POINTS. S8 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE 0 2" X 6' OR 2' X 8' TOP GIRT 0 4 - 16d NAILS OR 3/4'0 M. BOLT DOUBLE OVERHEAD DOOR ❑PTIDN DETAIL 1 - TRUSS COLUMN OPTIONAL FRONT ELEVATION CONNECTION, PURLIN SUPPORT N.T.S. N.T.S. // 1" 16o1 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. LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN NOTES FOR FOOTING DETAIL Sl TREATED POSTS AS SIZED PER SCHEDULE (>2 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING (D UNDISTURBED S❑IL tr FOOTING DETAIL GABLE END TRUSS 8 - 16d NAILS 2' X. 6' X 18' BOLTING BLOCK 2' X 6" X 18" BOLTING BLOCK N.T.S. 8 - 16d NAILS CORNER POST - 16d NAILS DETAIL 3 TYP. GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS SINGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. S3 rTI; 1. 3068 MANDD❑R ❑PTIDN ; OPENING L OPTIONAL FRONT ELEVATION N.T.S. SPLIT SLIDER DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR OPTIONAL FRONT ELEVATIONS 0 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' 0 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, 0 DOUBLE 2' X 6' KINGPOST NOTES FOR DETAIL 2- KNEEBRACE Si TRUSS TOP CHORD, DESIGN BY OTHERS 0 TRUSS BOTTOM CHORD, DESIGN BY OTHERS S3 2' X 6' DF-L #2 EACH SIDE 0 WOOD POST, SEE P❑ST/F❑❑TING SCHEDULE 0 4 - 16d GALV. NAILS, EACH SIDE 1), KNEE BRACE REQUIRED WHERE SHOWN ON POST/F❑❑TING SCHEDULE. BRACE NOT REQUIRED AT GABLE END TRUSSES. 2). ALTERNATE KNEE BRACE/POST AND TRUSS/POST CONNECTION = USE 3/4'0 THRU BOLTS, EACH LOCATI❑N, DETAIL 2 - KNEE BRACE N.T.S. BUILDING SPECIFICATIONS: 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 30 OR 40 PSF LIVE LOAD, 85 MPH WIND SPEED, EXPOSURE B AND SEISMIC DESIGN CATEGORY 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 SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL SOILS OR BETTER. LESSER SOIL CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. CONCRETE - MINIMUM 2$ DAY COMPRESSIVE STRENGTH F'c = 2,000 psi, 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. 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 THE IBC. 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 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 IN WHICH THE BUILDING WILL BE CONSTRUCTED. TRUSS LOADING: TOP CHORD LIVE LOAD = 30 OR 40 PSF TOP CHORD DEAD LOAD = 5 PSF BOTTOM CHORD DEAD LOAD = 1 PSF 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 tiS 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 l0d NAILS @ 6' ❑.C, 0d NAILS @ 6' O.C. ' X6'❑R2'X8' 'X4' L-BRACE -BRACE ►Z� TRUSS TRUSS WEB MEMBER TRUSS WEB MEMBER SECTION B-B SECTION B-B AT INTERIOR TRUSSES AT GABLE END TRUSS S2 S4� TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S. Si GABLE END TRUSS 0 DOUBLE INTERIOR TRUSSES 0 2" X 4" X-BRACING @ 10' 0" O.C. 0 2" X 4" BOTTOM CHORD BRACING @ 10'-0" O.C. OR, AS SPECIFIED BY TRUSS MANUFACTURER S5 TOENAIL BRACES TO TRUSSES WITH 3 - 1❑d NAILS OVERHEAD DOOR ❑PENING SLIDING DOOR ❑PENING TYPICAL SIDE ELEVATION N.T.S. NOTES FOR SIDE ELEVATION Si 2' X 8' HEADER 2 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS SHEATHING REQUIRMENTS THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED * ROOF STEEL( 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT * FIELD SCREWSu #10 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB) * EAVE AND RIDGE PURLIN SCREWS' #14 x1 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 NE FIELD SCREWSI #10 x 1 1/2' 2 9' O.C. <NEXT TO HIGH RIB) NE BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS; #14 x 1 1/2' 2 BOTH SIDES OF EACH MAJOR RIB. DIAPHRAGM SCREWS ENDWALLDIAPHRAGM REWS BASE ANGSTOPENDWALLIORREA00EDRUSCHORD,AVE & GE PUDNSON NOTEIR AB SE REWS1 TYPICAL SCREW PATTERN, EXCEPT AS STEEL SHEETING SCREW PATTERNS 4974 14) 9 of \9!' N.T.S EXPIRES 12-29-2007 POST/FOOTING SCHEDULE 12' - 24' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING ''11" WXD "B" DIA. 'T' REQUIRED VOLUME, YD3 10'-0" 10'-0" 8'-0" 12'-0" 14'-0" 16'-0" 18-0" 20'-0" 6" X 6" 6"X6 6" X 6" 6" X 6" W/2" X 6" 6" X 8" 6"Xfa" 6" X 10" 18" 18" 18" 18" 20" 20" 21" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" NO NO NO NO NO NO NO 0.20 0.20 0.20 0.20 0.24 0.24 0.27 12-0" 12-0" 12.0" 8.-0" 10'-0" 12'-0" -0" 16'-0" 18'-0" 20'-0" 6"X6 6"X6 6" X 6" W/2" X 6" 6"X6"W/2"X6" 6" X 8" W/2" X 6" 6"X8"W/2"X6" 6"X10"W/2"X6" 26" 26" 26" 26" 26" 26" 26" 3'-0" 3'-0" 3'-0" 3'-0" 3 -2" NO NO NO NO NO NO NO 0.29 0.29 0.29 0.29 0.29 0.29 0.35 POST/FOOTING SCHEDULE 30' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" WXD "B" DIA. 'T' REQUIRED VOLUME, YD3 _10'-0"_ 10'-0" 10'-0"_ 10'-0" 10'-0"_ 10'-0"_ 10'-0" 8'0" 10'-0" 17-0" 18-0" 20'-0" 22'-0" 2- 4.-0" 6"X6_ 6" X 6" 6" X 6" W/2" X 6" 6"X6"W/2"X6" 6"X 8". -- -- 6"X8"W/2"X6" 6"X8"W2"X6" 6" X 10" W/2" X 6" 6" X 12" 26" 26" 26" 26" 26" 26" 26" 26" 3'-0" 3'-0" 3'-0" 3'-0" 31.0111, 3'-0" 3'-O" 3'-2" NO NO NO NO 0.29 0.29 0.29 0.29 NO 0.35 NO 0.35 0.35 0.35 31411 NO 0.38 12-0" 2-0" 12-0" 12-0" _12-0" 12-0 12-0" 12-0" 8'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24.-0.. 6" X6" 6" X6" 6"X6"W/2"X6" 6"X8 6"X8"W/2"X6" 6" X 10" 6" X 12" 6"X12''W/2"X6" 6"X12" 28" 28.E 28" 28" 28" 28" 28" 28.. 28" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-2" 3.@.. NO 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 ..H.. WXD "B" DIA. 'T' REQUIRED VOLUME, YD3 10'-0" 10'-0" 8'-0" 10'-0" _12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 2- 4' -0" 6"X6" 6" X 6" 6" X 6" W/2" X 6" 6" X 6" W/2" X 6" 6"X8 6"X8'W/2"X6" 6" X 10" 6" X10" W/2" X 6" 6"X 10" W/2" X 6" 28" 28" 28.. 28" 28" 28" 28" 28" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" NO NO NO NO NO NO NO NO 0.35 0.35 0.35 0.35 0.41 0.41 0.41 0.41 28" 3'-2" YES 0.43 12-0" 12-0" 12-0" _12-0" 12-0" 12-0" 12-0" 12-0" 8'-0" 10'-0" 12%0" 14'-0" 1- 6'-0" 24- '-0.. 6"X6 6" X 6" 6"X6"W/2"X6" 6"X8" 6" X 8" W/2" X 6" 6"X10" 6" X 10" W/Z' X 6" 6" X 12" 6" X 12" W/2" X 6" 32" 32" 32" 32" 32" 32" 32" 32" 32" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-2" 3.-0,. NO 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 POST/FOOTING SCHEDULE 40' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING " H " WXD "B" DIA. 'T' REQUI RED VOLUME, YD3 low 12-0" 12-0" 12-0" 12-0" 6" X 6" W/2" X 6" 6" X 8" W/2" X 6" 6" X 10" W/2" X 6" 30" 30" vr vr 6" X 6" 6" X 8" 30" 3011 33" 33" 3311 31..0111 NO NO NO NO YES NO NO NO NO YES NO NO NO NO NO 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.43 0,47 0.47 0.47 0.47 0.47 0.47 0.47 33" NO NO 0.49 0.57 POST/FOOT1NG SCHEDULE 48' TO 52' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN KNEE I3RACE CONCRETE REQUI RED VOLUME, YD3 81.011 34" 34" 34" 6" X 8" 6" X 8" W/2" X 6" 6" X 8" W/2" X 6" 34" 34" 34" 34• " NO NO NO NO YES NO NO NO YES 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 12-0" 12-0" 6" X 6" W/2" X 6" 6" X 10" W/2" X 6" 6" X 12" W/2" X 6" 36" 36" 36" 36" 36" 36" 36" 36" 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 0.65 POST/FOOTING SCHEDULE 64' TO 60' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "B" DIA. REQUIRED VOLUME, YD3 81.011 6" X 6" 6" X 6" W/2" X 6" 6" X 8" 6" X 10" W/2" X 6" 36" 36" 36" 36" 36" 36" 38111 36" 36" 31.011 31.011 31.011 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 12-0" 12-0" 12-0" 6" X 6" 6" X 8" W/2" X 6" 40" 40" 40" 40• " 40111 40" 4011 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 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 isi-ou WALL HEIGHT. ABOVE 18' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR #,? POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20 0 X 31-0" DEEP FOR WALL HEIGHTS TO 18'-0". ABOVE 18' 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". Spokane, WA 99223 LAYOUT, STRUCTURAL DETAILS AND SPECIFICATIONS POST FRAME BUILDINGS 30 & 40 PSF LIVE LOAD, ibc 2003 PACIFIC METAL BUILDINGS, INC. 101 NORTH STONE BEKE ENGINEERING 2913 E. 61st Court Daniel Wambeke, P. E. BY DRAWN WAMBEKE CHECKED REV BY DATE DESCRIPTION OF CHANGE PROJECT NO. DATE DRAWING NO.I SCALD N.T.S. 2006 PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, YS EMS PRMS AND FLOOR S IOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING N COBRRECTIONS JECT TO FIELD INSPECTION SPlarte REVIEWED FOR ODE CO PLIANCE SPO"KANE VALLEY E U_OIN DIVISION