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2006, 05-31 Permit App 06002047 Pole BldgProject Number: 06002047 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 30 x 48 POLE BUILDING, Setbacks: Front Site Information: Left: Right: Rear: Date: 5/31/2006 Page 1 of 2 Contact: THEW, Kerry Address: 17705 E BROADWAY AVE C - S - Z: SPOKANE VALLEY, WA 99016 Phone: (509) 928-1944 Group Name: Project Name: Plat Key: 000500 Name: CORBIN ADD TO GREENACRES District: Parcel Number: 55182.3155 Block: SiteAddress: 17705 E BROADWAY AVE Location:: CSV Zoning: UNK Water District: Lot: Owner: Name: THEW, Kerry Address: 17705 E BROADWAY AVE SPOKANE VALLEY, WA 99016 Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Released By: Originally Released: 5/30/2006 By: TMELBOU Landuse/Zoning/HE Conditions Released By: Sewer Review Permits: Originally Released: 5/31/2006 By: cjjanssen [ Released By: Per Health Dept approval Originally Released: 5/31/2006 By: amblake Operator: AMB Printed By: AMR Print Date: 5/31/2006 Project Number: 06002047 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: OWNER Description Grp Type Notes POLE BDLG U-1 VB Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Notes: Payment Summary: Permit Type Building Permit Building Permit Date: 5/31/2006 Page 2 of 2 Firm: OWNER Phone: (000) 000-0000 This Application: Total Project: Sq Ft Valuation Sq Ft Valuation 1,440 $27,360.00 1,440 $27,360.00 Totals: 1,440 $27,360.00 1,440 $27,360.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Fee Amount Invoice Amount $531.44 $531.44 Fee Amount $421.55 $105.39 $4.50 Amount Paid $0.00 $531.44 Amount Owing $531.44 $531.44 $531.44 $0.00 $531.44 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: AMB Printed By: AMB Print Date: 5/31/2006 05/31/2006 1 � 1 12 0932441567 SRHD EHS Project Nt ether: 06002017 Inv: 2 Application THIS IS NOT A PERMwo Penalties will be assessed for commencing work without a permit Pro : r °rma Permit i. s :: 30 x 4s POL WELDING, Left: Right: Rear: Sett sck;; Front G PAGE 01 TO 3241567 P.01/23 Date: 05/30/2006 Page 101 a Contact: Address: C -S -Z: Phone: Group Name: Project Name: THEW, Kerry 17705 E BROADWAY AVE SPOKANE VALLEY, WA 99016 (509) 918-1944 Siagerm ox: Plat key: 000500 Name: CORBIN ADD TO GREEN/ACRES District ---- — —, —• Hlockt F a oe1 Number: 55182.3155 Name: THEW, Kerry SiteAddrese: 17705 E BROADWAY AVE Owner:AName: 17705 E BROADWAY AVE SPOKA NE VALLEY, WA 99016 Location:: CSV Zoning: UNK Water District. Right �ft1 0 Area: .00 Acres Width:0 Depth: 0 Nbr of Bldgs. 1 Nbr of Dwellings: 1 �gy[gn;In ° Building Plan Review snminimeseselmnisenPeneeeenSISINIMEN teenduse/Zoning/HE Conditions Sewer Review Hold; Perm s: rossentansaseasessni Budding Permit - — — — C4 11tractor: OWNER Operator: AMB Printed By: AMB Firm: OWNER Phone: (000) 000-0000 Print Date: 05/30/2006 MAY 71 2006 14:09 5093241567 PAGE.01 Project Number: 06002047 Inv: 1 Application Date: 05/30/2006 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 48 POLE BUILDING, Setbacks: Front Site Information: Plat Key: 000500 Name: CORBIN ADD TO GREENACRES Left: Right: Rear: Contact: THEW, Kerry Address: 17705 E BROADWAY AVE C - S - Z: SPOKANE VALLEY, WA 99016 Phone: (509) 928-1944 Group Name: Project Name: District: Parcel Number: 55182.3155 Block: SiteAddress: 17705 E BROADWAY AVE Location:: CSV Zoning: UNK Water District: Area: .00 Acres Width: 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Lot: Owner: Name: THEW, Kerry Address: 17705 E BROADWAY AVE SPOKANE VALLEY, WA 99016 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Released By: %74,4- d ty 6 Landuse/Zoning/HE Conditions Sewer Review Permits: Released By: Contractor: OWNER Building Permit Firm: OWNER Phone: (000) 000-0000 Operator: AMB Printed By: AMB Print Date: 05/30/2006 Permit Center S U ane 11707 E Sprague Ave, Suite 106 j ]alley Spokane Valley, WA *06; l _ � W,/ E 1 1 (509)688-0036 FAX: ( 91688-0037 Community Development www.spokanevallev.or2 I t MAY 2 IL__ Av4 mtripn ,❑ Accessory Bldg ddition/Remodel ❑ Deck ❑ Other: Residential Construction Permit Application PERMIT NUMBER:A( 7...] PERMIT FEE: SITE ADDRESS E17705 aeeA ice' SP0 KA-k1€ 0464 tL'�3bf(o ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Bail Dwner Name: / e2i Address:77D� Bed,4D44y City: SPvk 4AJE 1/Ale/ State: 1444. Zip:9%y Phone: 92 S- 15,y t 1 Fax: ontactelrson. Name: ,&rr/ Q," 4 d .7Zi c'J Phone: 918/ % re,/ Z6P./" jY y Describe the scope of work in detail: A.O. Name: Address: City: State: Zip: Phone: Fax: Contractor Lic No: Exp Date: City Business Lic. No: Cost of Project: $ / Doo. ' Pc f&ui41J/4/ 3b x "/?' /41 'T.44-c. TD :4 :5 /9 / 4 **************The followin MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: /9 ' DIMENSIONS: 30 ; X 4c' # OF STORIES: / TOTAL HABITABLE SPACE: Nqo MAIN FLOOR TO SQ. FTG: 2"" FLOOR SQ. FTG: / UNFIN BASEMENT SQ. FTG: NA IMPERVIOUS SURFACE AREA: FINISHED BAS MENT SQ. FTG: � � GARAGE SQ. FTG: DECK/C V. PATIO SQ. FTG: N �9- 30% SLOPES ON PROPERTY: # OF BEDRO S: CONSTRUCTION TYPE: / Buic, r,(J HEAT URCE: Ni4 SEWER OR SEPTIC? 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 beprocessed. Signatur Method ofPay rhent: ❑ Cash Bankcard #: Authorized Signature: REVISED 8/25/2005 J2'Check ❑ Mastercard Expires: ❑ VISA VIN#: Spanacatie Vey 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 509.921.1DDD ♦ Fax 509.921.100E ♦ cityhall&spokanevaltey.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 0 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 PT. APPRO LJ PLANNING BY* DATE: E / 77o5.- EELccA ..._. -7l s +y. {C L 0 0o 0 0o NOTES FOR FLOOR PLAN INTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET 0 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" PURLINS @ 24' ❑,C., BEARING OR JOIST HANGERS (TYPICAL) 0 z J ce 0 Zo x cu w 0 40 PSF LIVE LOAD 0 z J 0 >G tU W 0 @ 24' ❑,C, - TYPICA 40 PSF LIVE LOAD rn mJ 0 1 tU SPANS 12' TO 60' PURLIN CONNECTION METHODS1 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 AND NAILED W/(3) 16dNAILS, ti DOUBLE TRUSSES - -i-D 3 DOUBLE TRUSSES SINGLE TRUSS t� PLAN VIEW NOTES FOR SECTION A -A' Si TYPICAL PURLIN, SEE FLOOR PLAN FOR SIZE S2 TRUSS DESIGN BY OTHERS S3 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 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 WO❑DFAST TEKS, tON CONNECTION METHODS 'B' AND °C", TOENAIL BACK SIDE OF PURLIN W/(1) 16d NAIL INTO ig EACH TOP CHORD MEMBER N.T.S. SEE FOOTING DETAIL BUILDING SECTION A -A N.T.S. 12 20' 0 MAXIMUM SINGLE OVERHEAD DOOR ❑PTIDN FRONT ELEVATION NOTES FOR FRONT ELEVATION N.Ts SD HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2' X 6' 0 TREATED 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 0 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 'B8 • N H 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 S❑IL FOOTING DETAIL TREATED POST N.T.S. 4 16d GALV, NAILS EACH GIRT GIRT FLAT 2° X 8' 4141 TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING Si GABLE END TRUSS 0 DOUBLE INTERIOR TRUSSES 0 GABLE END POST 0 2' X 4' BOTTOM CHORD BRACING @ 10' 0" ❑.C. 0 2" X 3" BLOCK WITH 4 - 10d NAILS TO BOTTOM CHORD BRACE N.T.S, TYPICAL GIRT CONNECTION GABLE END TRUSS 16d NAILS 2' X 6" X 18' BOLTING BLOCK 2' X 6" X 18' BOLTING BLOCK DETAIL 3 N.T.S. DEEE TAIL P AltrN D NNeCT !i A• j4N NOTES FOR CONNECTION DETAIL 0 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 S5 WOOD POST, SEE POST/FOOTING SCHEDULE, 0 4 - l0d NAILS 0 SOLID BLOCKING AT CONNECTION POINTS. 0 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE 0 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 0 1 - 3/4" 0 MACHINE BOLT THRU TRUSS 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 BLOCK - 36' & 40' 4 3/4" 0 M, BOLT @ BOLTING BLOCK 50' 5 - 3/4" 0 M, BOLT @ BOLTING BLOCK - 60' 0 4 16d NAILS DOUBLE OVERHEAD DOOR OPTION OPTIONAL FRON T ELEVATION N.T,S, SINGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. 16d NAILS CORNER POST - 16d NAILS TYP, GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS 3068 MA-NDODR OPTION 11 ys Zip OPENING OPTIONAL FRONT ELEVATION 12 r N.T.S. SPLIT SLIDER DOOR OPTION OPTIONAL FRONT ELEVATION NOTES FOR OPTIONAL FRONT ELEVATIONS Si 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" 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" KINGP❑ST N,T,S, 0 M NOTES FOR DETAIL 2- KNEEBRACE Si TRUSS TOP CHORD, DESIGN BY OTHERS 0 TRUSS BOTTOM CHORD, DESIGN BY OTHERS 0 2" X 6" KNEE BRACE 0 WOOD POST, 'SEE POST/FOOTING SCHEDULE S5 3/4" DIA. BOLT 0 2' X 6" OR 2" X 8" TRUSS SEAT EACH SIDE OF POST @ EACH KNEEBRACE CONNECTION 0 NAIL KNEE BRACE TO POST WITH 4 16d NAILS 01NAIL BOLTING BLOCK TO POST BRACE WITH 8 - 16d NAILS 04 - 1Qd NAILS NOTES' KNEE BRACE REQUIRED WHERE SHOWN ON POST/FOOTING SCHEDULE, BRACE NOT REQUIRED AT GABLE END TRUSSES, DETAIL 2 - KNEE BRACE N.T,S, OVERHEAD DOOR OPENING • SLIDING DOOR OPENING NOTES FOR SIDE ELEVATION Si 2" X 8" HEADER 0 2" X 10" HEADER FOR 10' & 12' SLIDING DOORS 2" X 8" HEADER FOR 8' & SMALLER SLIDING DOORS TYPICAL SIDE ELEVATION 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 Ks=.i 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. 0d NAILS @ 6" ❑,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 - 16d NAILS 6', 8" OR 10" POST 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 THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED' is ROOF STEED 29 GAUGE GRAND-R1B III, 36' WIDTH OR EQUIVALENT r FIELD SCREWS' #10 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB) 101 EAVE AND RIDGE PURLIN SCREWSs 214 xl 1/2' AT BOTH SIDES OF EACH MAJOR RIB THE FOLLOWING MINIMUM•ENDVALL DIAPHRAGM REQUIRMENTS ARE NEEDED' * ENDWALL STEED 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT NE FIELD SCRWS1NE BASE GIRT, END#10 TRUSS, AND DOOR HEADER SC EWSIGH 014 Ix)1 1/2' 2 BOTH SIDES OF EACH MAJOR RIB, DIAPHRAGM SCREWS DIAPHRAGM DOOR EHEADERS GABLEAEND TRUSACROSS CHORD, EAVE & RIDGE PURLLINNS ONROOF NO EDR ABRVE REWSJ TYPICAL SCREW PATTERN, EXCEPT AS STEEL SHEETING SCREW PATTERNS N.T.S I EXPIRES 12-29-2007 I POST/FOOTING SCHEDULE 12' 24' SPANS, 30.& 40 PSF LIVE LOAD POST COLUMN SPACING 10'-0" 10'-0" 10'-0 12-0" 12-0" 12-0" _12-0" 12-0" 2-0" "H" WXD 8'-0" 6" X 6" 10'-0"6"X6" 12'-0" 6" X 6" 18" 14'-0" 6"X 6" W/2" X 6" 18" 16'-O"- 6" X 20.E 6"X 10" ' 20" 20'-0" 6"X 10" 21" 8'-O" 6" X 6" 26" 10'-0"6"X6:, 12'-O" 6"X 6,• W/2" X 6" 26" 14'4" 6" X 6" W/2" X 6" 26" 6" X B"-W/2" X6" 26" 18'-0" 26" FOOTING "B" DIA "r KNEE BRACE REQUIRED POST/FOOTING SCHEDULE30' SPANS POST COLUMN SPACING "H" W X D 10'-0" 18" 3'-O" 3'-0" _3'-0" 3'-0" 3'-0" NO NO NO NO NO NO NO 3'-0" NO NO 3'-0" NO 3'-O" NO 3'-0" NO 3'-0" NO NO 30 & 40 PSF UVE LOAD FOOTING "B" DIA. 26" "r' 26" 3'-0" 26" 3'-0 6" X 6" W_ /2" X 6" -26" 3'-O" 6"X8"26 - " - 10'-0" 18'-0" 6" X 8" W/2" X 6" 26" 8.. W2.. X 6 . 26" X_10" 6" 26" 3'-2" 6" X 12" -- 26„- 3,4." 12-0" 8.,0" 6" X 6" 28" 3'-0" 12-0" 10'-0" 6" X 6" n . " 6" W/2" X 6" 28" -14'-0" 6" X 8" - - 28.1 -- 3.;0.. 12-0" 16%0" 6" X 8" W/2" X 6" 28"- _12-0" 18'-0"- 6" X 10" 28" -3'-0" 12-0" 20'-0" 6'' X12" 28" 3'-O" 12-0" 22'-0 6"X 1r' W/2" X 6" 28" 3'-2" 12-0.' 24%0." 6" X 12"------- 28" 3'-6'• POST/FOOTING SCHEDULE POST SPACING 10'-0" 10'-0" 10'-0" 10'-0" 10'-0 10'-0" 8'-0" 14'-0" ..H.. COLUMN KNEE BRACE REQUIRED NO NO -NO NO NO NO NO NO NO NO NO '' NO NO NO NO NO NO NO 36' SPANS, 30 8.40 PSF UVE LOAD FOOTING WXD 8'-0" 6" X 6" 6" X 6" -twice 6"X6"wiz! X6" "B" DIA. "r 3'-0" 2g 6" X 8" 28" 3.-0" 6" X 8"W/2" X 6" 28" 3'-0" 6" 6" X 10" W/2" X 6" 28" 3'-O" -2 6" X 10" W/2" X 6" 28" 3'"- 12-0" 8'-p" 6" X 6" 32" 3'-0" 10'-0" 6" X 6" 32" 3'-0" _12-0" 12'-0" 6•-X 6" W/Z" X 6" 32"_3:,,0" 12-0" 14..0.E 6" X 8" 32„ 12-0" 1-0 6'" 6" X 8" W/2" X 6" 32" 32" _12-0" 20'-0" 6" X10" W/2" X 6" 32" 12-0" 2Z'-0" 6" X_12" 32" 12-0" -2-40"- 6" X 12" W/2" X 6" 32" 3'-3" POST/FOOLING SCHEDULE 40' SPANS POST COLUMN X 6" SPACING 10'-0" 10'-0" 10'-0" -10'-0" 10'-0" 28" 10'-0" 6"X 6" 28" W/2"X6" 28" 14'-0" 6" X 6"W/2" 16'-0" 18'-0" 2- 0'-0' 2- 2'-0" 24.-0" "H" 8W-0" 10'-0" WXD 3'-0" 3'-2" KNEE BRACE REQUIRED NO NO NO NO NO NO NO NO YES NO NO NO NO NO NO NO NO NO CONCRETE VOLUME, YD3 0.20 0.20 0.20_ 0.20 0.24 0.24 0.27 0.29 0.29 0.29 0.29 0.29 0.29 0.36 CONCRETE VOLUME, YD3 0.29 0.29 0.28 0.29 0.36 0.36 0.36 0.36 0.38 0.36 0.36 0.36 0.41 0.41 0.41 0.41 0.43 0.48 CONCRETE VOLUME, YD3 30 &40 PSF LIVE LOAD FOOTING "B" DIA. "r KNEE BRACE 6" X 6" 6"X 6" 6"X6"W!r'X6" 6"X6'�Wlr_X6" 6"X8" 16'-O" 6"X 8" W/r' X 6" 18'-0" 6"X8"W/2"X6" 20'-0" 6" X 10" 22'-0" 6" X 10" W/2" X 6" 24'-0" 6" X 12" 30" 30" 30" 30" 30" 30" 3'-0" 3'-0" REQUIRED 3'-0" 3'-0" 30" 30" 3'-0" 30" 3'-0" NO NO NO NO YES NO NO NO NO 0.36 0.36 0.36 0.36 0.41 0.41 0.41 0.41 0.43 0.44 0.44 0.44 0.44 0.44 0.44 0.47 0.49 CONCRETE VOLUME, YD3 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 mo NO 0.43 0.47 NO 0.47 P POST/FOOTING SCHEDULE 48' TO 62' SPANS, 30 & 40 PSF UVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "Er DIA. "r REQUIRED VOLUME, YD3 NO 0.66 NO 0.62 POST/FOOT1NG SCHEDULE E4' TO 60' SPANS, 30. & 40 PSF UVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "r REQUIRED VOLUME, YD3 NO 0.70 YES 0.70 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 1 6'-0" WALL HEIGHT. ABOVE 1 6' 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 31-0" DEEP FOR WALL HEIGHTS TO 1 61-0". 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". WAMBEKE ENGINEERING 2913 E. 61st Court Daniel Warkeke, P. E. Spokane, WA 99223 STRUCTURAL DESIGN FOR POST FRAME BUILDINGS 1 2' TO 60' SPANS, 30 8c 40 PSF LIVE LOAD, 2003 IBC ZIEGLER LUMBER COMPANY 620 EAST HOLLAND AVENUE SPOKANE, WASHINGTON 99218 DRAWN BY WAMBEKE DATE 1 -30-06 DRAWING NM ZIEGLER.IBC2003.06 REV, REV BY DATE DESCRIPTION OF CHANGE CHECKED PROJECT 2006 SCALE' KT& SHEET! I OF 1 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 *lane REVIEWED FOR C 4LDIN' IACE DIVISION