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Home My WebLink About2006, 06-12 Permit App: 06002174 Shop Project Number: 06002174 Inv: 1 , , Application Date: 6/12/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 24 x 24 SHOP Contact: AUSTIN,RONALD Address: 19116 E 7TH AVE C-S-Z: SPOKANE VALLEY,WA 99016 Setbacks:Front Left: Right: Rear: Phone: (509)926-5626 Group Name: Site InformationProject Name... ._ � . . .. . . .y : .s ._._. . ... .....t.. . Plat Key: Name: Range District: East Parcel Number: 55202.2103 Block: 5 Lot: 3 SiteAddress: 19116 E 7TH AVE Owner:Name: AUSTIN,RONALD Address: 19116 E 7TH AVE Location::CSV SPOKANE VALLEY,WA 99016 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 13,616 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 38 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Released By: Originally Released: 6/12/2006 By: TMELBOU Landuse/Zoning/HE Conditions i Released By: Originally Released: 6/6/2006 By: CJJANSSE Sewer Review Released By: Originally Released: 6/12/2006 By: amblake Permits: Operator: AMB Printed By: AMB Print Date: 6/12/2006 Project Number: 06002174 Inv: 1 , Application Date: 06/06/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: � sem=,..“ d�§;,.,».tia.mom:= .rt. ,7.4m, ..ra.: ..�e' Permit Use: 24 x 24 SHOP Contact: AUSTIN,RONALD Address: 19116 E 7TH AVE C-S-Z: SPOKANE VALLEY,WA 99016 Setbacks:Front Left: Right: Rear: Phone: (509)926-5626 Group Name: Site Information: Project Name: Plat Key: Name: Range District: East Parcel Number: 55202.2103 Block: 5 Lot: 3 SiteAddress: 19116 E 7TH AVE Owner:Name: AUSTIN,RONALD Address: 19116 E 7TH AVE Location::CSV SPOKANE VALLEY,WA 99016 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 13,616 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 38 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: wow., ._} .=-M '> .., . t :.:. t u " .;_ Review Building Plan Review Released By; re.A` Landuse/Zoning/HE Conditions Released`By 1 .- -�l`__ .+ 1 L Sewer Review Released By: Permits: ..NSW; ... � � Building Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Operator: AMB Printed By: AMB Print Date: 06/06/2006 Project Number: 06002174 Inv: 1 , , Application Date: 6/12/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation GAR WOOD U-1 VB OWNER 0 $12,000.00 0 $12,000.00 Totals: 0 $12,000.00 0 $12,000.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $209.25 ACCESSORY PLANS REVIEW 1 SELECT $52.31 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $266.06 Payment Summary: : . Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $266.06 $266.06 $0.00 $266.06 $266.06 $266.06 $0.00 $266.06 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: 6/12/2006 FOUNDATION PLAN PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW. BUILDING DIMENSIONS: 2. 7 ,SC Z `� GARAGE OPENING AND HEADER SIZE: (2) 2—X t v ovc Cm-4../.hart coo 6& INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN. WIDTH EMEE LINE 1. .3t. g. Z 1 1D o 0 -. )C•C•111 (2, Z)C t 0 axe. I A A L...1 z � E I I I f f ` L J I - • Please note that while every effort is made to assure the accuracy of the information contained in this brochure is not warranted for accuracy.This document is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investigation. For detailed information on a particular project, permit,or code requirement refer directly to applicable file and/or code/regulatory documents or contact the appropriate division. Min. 4 ft Brace Wall Panel per R602.10.3 &R602.10.4 Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6 Min. 16, 18 or 20 in. APA Portal Frame Bracing Engineered Shear Wall Bracing City of SPOKANE VALLEY BUILDING DEPARTMENT 11707 E.Sprague Avenue#105,Spokane Valley,Washington 99206-Tel 509-688-0036-Fax 509-588-0037 Following is a typical cross-section for a residential garage. It may not represent the proposed project. If you are using this detail as a portion of your plan submittal,please complete the requested information in the boxes provided on both sides of this sheet This completed sheet,along with any additional information needs to be submitted with your apllication and be on site at the time of inspection. PROTECTION AND OPENINGS BETWEEN NOTE: DWELLINGS AND PRIVATE GARAGES SHALL HAVE: Diagonal wall bracing required on each corner and every 25 feet of wall. 1)MATERIALS APPROVED FOR ONE HOUR FIRE Walls within 3 feet of a property line or RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: within 6 feet of a dwelling must be 1 hour •5/8"TYPE 'X"GYP BOARD(HABITABLE SPACE ABOVE) rated. (5/8"type"X'gypsum sheathing •1/2"GYP BOARD(RESIDENCElATTIC,FLOOR/CEIUNG) on both sides o walf). Openings are not 2)OPENINGS BETWEEN GARAGE AND RESIDENCE permitted in these wafts. Garages over SHALL BE EQUIPPED WITH SOLID WOOD DOOR,SOLID OR 3,000 sq.ft.require protection when HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8", closer than 20 feet to the property One. OR 20 MINUTE FIRE RATED DOORS. Parapets may be required. ALTERNATE FOUNDATION FOR ACCESSORY BUILDINGS FROM ENGINEERED TRUSS OR 400 SQ.FT.TO 3000 SQ.FT. - 1-- r -_ _ G x @ 1 O.G. SECTION A-A ROOFING MATERIAL ROOFING PAPER • � 1 . �%,ROOF iffi SHEATHING _ ' r- DOUBLE TOP PLATE r -ff1-1111 Ili i 111111 g. ' •;:•••:III! IIII SOLID BLOCKING WALL HEIGHT `1 11 =111111_' :-111111= BETWEEN.TRUSSES 111 —11@. : 24" IN. (2)44 FjEBAR + " • 3/� 'WALL SHEATHING �12--� 21 @ ((=,O.C. SIDING PRESSURE TREATED SOLE PLATE la •4 •4 I —7 1 3-1/2'CONCRETE SLAB >_ • • • • •t 6"MIN. - 111= •° , + 6"MIN. .1 • , t 1III)L:•r•• '• . il!II-�,IIII Mlllli --_-_.-.-1.: ••{ '� • 1E-117 0 • " ■ I i .. wI I( '.•�a.'' . IIIA 24 MIN. 24"MIN. I-UII OR BOLTS 6 MIN. , 1/2 x MIN. • • (7"INTO CONCRETE) ' \ I 6'O.C.OR APPROVED 1-12•. (2)14 REBAR 6"x12" ANCHOR INSTALLED FOOTING PER MANUFACTURER. F Valley Best Way, 6/5/2006 10 :47 :33 AM PAGE: 1 OF 1 R 118 S Union QUOTATION NO: Q73606 O Spokane WA, 99214 TERMS:QUOTE GOOD FOR 30 DAYS M (509) 928-0550 REPRESENTATIVE: CLARKE Fax: (509) 928-0659 SPECIFICATIONS ****************************** DESIGN LOADING:30-7-0-10 *** QUOTATION *** STRESS INC:15o SPACING 2 ' ****************************** LUMBER:2X4 PLATES: S AND S CONST. JOB SITE & OTHER INFORMATION T ATTN: RAY LOT/ADDRESS: O SM/RON AUSTIN MARK QUAN TRUSS TYPE PITCH/ SPAN OVERHANGS SIZE UNIT EXTENSIONS TITY HEIGHT FT-IN-16 IN-16 IN-16 TC BC PRICES A 2 TRIANGLE 4 .00 24-00-00 24-00/24-00 4/ 4 71 . 02 142. 04 Al 11 TRIANGLE 4 .00 24-00-00 24-00/24-00 4/ 4 53 .58 589.38 NOTES SUBTOTAL: 731.42 EXTRA CHARGE: . SITE MUST BE ACCESSIBLE TO OUR TRUCKS DELIVERY 200 .00 I HAVE CHECKED AND VERIFIED ALL DIMENSIONS ETC. ON MY TRUSS ORDER X SALES TAX: 80 .10 GRAND TOTAL: $ 1, 011.52 PLEASE SIGN AND FAX BACK HANGERS NOT INCLUDED IN BID. BID IS F.O.B. PURCHASE ORDER: JOBSITE. DOES NOT INCLUDE BLOCKING ORDERED BY: BRACING OR STICK FRAMING. ALL DIMENSIONS DATE OF ORDER: MUST BE VERIFIED BY CONTRACTOR AND COULD DESIRED DELIVERY DATE: AFFECT PRICE. CUSTOMER INSTRUCTIONS: RFU: 03/06/2006/REF1 Robbins Engineering,Inc./Online Plus'.911996-2006 Version 19.0.028 Customer Quote 6/5/2006 10:47:33 AM Page 1 t1 • E4 24-0-0 it 11 y ( 11 Ii m�itt t 0i iQ 1 1 O - 6 1 1 N to CV f ii II I IF Ea 24-0-0 pi VALLEY BESTWAY Roof Loading Account: S AND S CONST TC Live: 30.00 psf Job:Q73606 S AND S CONSTRUCTION TC Dead: 7.00 psf Designer: CO 4/12 BC Live: 0.00 psf Checker: BC Dead: 10.00 psf Date: 06-05-06 TC Stress Inc: 15.00 BC Stress Inc: 15.00 Snarinn• 7-f1-11 n r Q73606 I A I 2 TR 240000 4 2- 0- 0 2- 0- 0 S AND S / CO DG 12-9-1 4x5= DG 3215-1 HO 3-15 HO 3-15 *2x311 B *2x311 HH 4 HH 9 - *2x311 J ® M *2x311 4 *2x311 H 0 *2x311 *2x311 TC ,. ` 4 TC *2x311 4-3-15 D EL c c 3x9= c `1. 3x4= A . . C E G BCL I K LSPL N P R BCL T *2x311 *2x311 *2x311 *2x311 5x5= *2x311 *2x311 *2x311 *2x311 i-/ /,,:/'.///.,///"/':'/'///'/./-,,/.,/../ "°/>A,//'-'W/'X/ ,1//,/a:.7,9,/7,97,/-/V-/'/,-,74'//`,/,+,/;f,a EP 12-0-0 24-0-0 2-0-0 TC 2-0-0 12-0-0 I 12-0-0 BC 24-0-0 EP 24-0-0 - 24-0-0 E.- ALL ALL PLATES ARE LOCK20 Scale:0.241"=1' Robbins Engineering, Inc./Online Plus' APPROX. TRUSS WEIGHT: 140.4 LBS S -C 0.12 78 C 0.00 0.12 E LOCK 2.Ox 3.0 Ctr Ctr 0.00 Bottom Chords G LOCK 2.Ox 3.0 Ctr Ctr 0.00 Online Plus -- Version 19.0.028 A -E 0.09 64 C 0.00 0.09 I LOCK 2.Ox 3.0 Ctr Ctr 0.00 RUN DATE: 05-JUN-06 E -G 0.07 0 T 0.00 0.07 K LOCK 2.Ox 3.0 Ctr Ctr 0.00 G -I 0.01 0 T 0.00 0.01 L LOCK 5.Ox 5.0 Ctr-0.5 0.62 CSI -Size- ----Lumber---- I -K 0.01 0 T 0.00 0.01 N LOCK 2.Ox 3.0 Ctr Ctr 0.00 TC 0.12 2x 4 1B K -L 0.01 0 T 0.00 0.01 P LOCK 2.Ox 3.0 Ctr Ctr 0.00 BC 0.09 2x 4 1B L -N 0.01 0 T 0.00 0.01 R LOCK 2.0x 3.0 Ctr Ctr 0.00 GW 0.04 2x 4 DFL-STUD N -P 0.01 0 T 0.00 0.01 T LOCK 2.Ox 3.0 Ctr Ctr 0.00 P -R 0.01 0 T 0.00 0.01 Brace truss as follows: R -T 0.07 0 T 0.00 0.07 O.C. From To T -C 0.09 64 C 0.00 0.09 REFER TO ROBBINS ENG. GENERAL TC Cont. 0- 0- 0 24- 0- 0 Gable Webs NOTES AND SYMBOLS SHEET FOR BC Cont. 0- 0- 0 24- 0- 0 E -D 0.04 250 C ADDITIONAL SPECIFICATIONS. G -F 0.02 112 C Loading Live Dead (psf) I -H 0.03 154 C NOTES: TC 30.0 7.0 K -J 0.03 151 C Trusses Manufactured by: BC 0.0 10.0 L -B 0.02 84 C Valley Best Way Total 30.0 17.0 47.0 N -M 0.03 151 C Analysis Conforms To: Spacing 24.0" P -O 0.03 154 C ANSI/TPI 95 & 02 Lumber Duration Factor 1.15 R -Q 0.02 112 C OH Loading Plate Duration Factor 1.15 T -S 0.04 250 C Soffit psf 2.0 TC Fb=1.15 Fc=1.10 Ft=1.10 Prevent truss rotation at all BC Fb=1.10 Fc=1.10 Ft=1.10 TL Defl -0.01" in T -C L/999 bearing locations. LL Defl -0.01" in T -C L/999 Refer to Gen Det 3 series for Shear // Grain in A -D 0.18 web bracing and plating. Plus 4 Wind Load Case(s) Wind Loads - ANSI / ASCE 7-98 Plates for each ply each face. Truss is designed as a Main Jt React Uplft Size Req'd **SEE REVERSE SIDE OF THIS ** Wind-Force Resistance System. Lbs Lbs In-Sx In-Sx **PAGE FOR IMPORTANT NOTES ** Wind Speed: 90 mph Cont. Brg 0- 0- 0 to 24- 0- 0 Plate - LOCK 20 Ga, Gross Area Mean Roof Height: 25-0 2582 559 Hz = 70 Plate - RHS 20 Ga, Gross Area Exposure Category: C Jt Type Plt Size X Y JSI Occupancy Factor : 1.00 Membr CSI P Lbs Axl-CSI-Bnd A LOCK 3.Ox 4.0 Ctr Ctr 0.90 Building Type: Enclosed Top Chords D LOCK 2.Ox 3.0 Ctr Ctr 0.00 Zone location: Exterior A -D 0.12 78 C 0.00 0.12 F LOCK 2.Ox 3.0 Ctr Ctr 0.00 TC Dead Load : 4.2 psf D -F 0.12 96 C 0.00 0.12 H LOCK 2.Ox 3.0 Ctr Ctr 0.00 BC Dead Load : 6.0 psf F -H 0.04 85 C 0.00 0.04 J LOCK 2.Ox 3.0 Ctr Ctr 0.00 Max comp. force 250 Lbs H -J 0.04 87 C 0.00 0.04 B LOCK 4.Ox 5.0 Ctr Ctr 0.69 Quality Control Factor 1.25 J -B 0.04 89 C 0.00 0.04 M LOCK 2.0x 3.0 Ctr Ctr 0.00 B -M 0.04 89 C 0.00 0.04 0 LOCK 2.Ox 3.0 Ctr Ctr 0.00 M -O 0.04 87 C 0.00 0.04 Q LOCK 2.0x 3.0 Ctr Ctr 0.00 O -Q 0.04 85 C 0.00 0.04 S LOCK 2.0x 3.0 Ctr Ctr 0.00 Q -S 0.12 96 C 0.00 0.12 C LOCK 3.Ox 4.0 Ctr Ctr 0.90 Robbins Engineering,Inc./Online Plus"'01996-2006 Version 19.0.028 Engineering-Portrait 6/5/2006 10:47:32 AM Page 1 m Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering Q73606 Al 11 TR 240000 4 2- 0- 0 2- 0- 0 S AND S / CO • , DG 12-9-1 4x4= DG 12-9-1 ' HO 3-1580 3-15 HH 4 ' B HH 4 mi 4 2x3< 2x31 F TC TC 4-3-15 3x5= 3x5= A C _...maggilliaik\ BCL E S1 D BCL 3x4= 3x4= 3x4= W:508 W:508 R:1291 R:1291 U: 315 U: 315 EP 6-4-14 12-0-0 17-7-2 24-0-0 I TC 2-0-0 6-4-14 I 5-7-2 5-7-2 I 6-4-14 2-0-0 BC 8-3-4 I 7-5-8 I 8-3-4 EP ( 8-3-4 15-8-12 24-0-0 a 24-0-0 Ea.- ALL PLATES ARE LOCK20 Scale:0.241"=1' Robbins Engineering, Inc./Online Plus" APPROX. TRUSS WEIGHT: 131.6 LBS S1-D 0.36 1633 T 0.20 0.16 Exposure Category: C D -C 0.48 2465 T 0.30 0.18 Occupancy Factor : 1.00 Online Plus -- Version 19.0.028 Webs Building Type: Enclosed RUN DATE: 05-JUN-06 F -E 0.10 478 C Zone location: Exterior E -B 0.24 721 T TC Dead Load : 4.2 psf CSI -Size- ----Lumber---- B -D 0.24 721 T BC Dead Load : 6.0 psf TC 0.39 2x 4 1B D -G 0.10 478 C Max comp. force 2589 Lbs BC 0.48 2x 4 1B Quality Control Factor 1.25 WB 0.24 2x 4 DFL-STUD TL Defl -0.26" in D -C L/999 LL Defl -0.16° in E -S1 L/999 Brace truss as follows: Shear // Grain in A -F 0.29 O.C. From To TC Cont 0-. 0;. 9 41, 0-4,0 Plates for each ply each face. BC Cori f;0- 040* *SEE REVERSE SIDE OF THIS ** �` **PAGE FOR IMPORTANT NOTES ** Loading Live Dead (psf) Plate - LOCK 20 Ga, Gross Area TC 30.0 7.0 Plate - RHS 20 Ga, Gross Area BC 0.0 10.0 Jt Type Plt Size X Y JSI Total 30.0 17.0 47.0 A LOCK 3.Ox 5.0 Ctr Ctr 0.97 Spacing 24.0" F LOCK 2.Ox 3.0 Ctr Ctr 0.38 Lumber Duration Factor 1.15 B LOCK 4.Ox 4.0 Ctr Ctr 0.73 Plate Duration Factor 1.15 G LOCK 2.Ox 3.0 Ctr Ctr 0.38 TC Fb=1.15 Fc=1.10 Ft=1.10 C LOCK 3.Ox 5.0 Ctr Ctr 0.97 BC Fb=1.10 Fc=1.10 Ft=1.10 E LOCK 3.Ox 4.0 Ctr Ctr 0.54 S1 LOCK 3.Ox 4.0 Ctr Ctr 0.83 D LOCK 3.Ox 4.0 Ctr Ctr 0.54 Plus 4 Wind Load Case(s), , ,,. . -t 'L"a� S '_,f'0 ,.j'.', 61r Jt -Rtac,t i(041 ize Req .:i t,' B I. TO tbBBINS ENG. GENERAL 'Lbs' ` -Lbs Ih-Sx In-Sx NOTES AND SYMBOLS SHEET FOR A 1291 316 5- 8 1- 8 ADDITIONAL SPECIFICATIONS. Hz = 70 C 1291 316 5- 8 1- 8 NOTES: Hz = -69 Trusses Manufactured by: Valley Best Way Membr CSI P Lbs Axl-CSI-Bnd Analysis Conforms To: Top Chords ANSI/TPI 95 & 02 A -F 0.39 2589 C 0.04 0.35 OH Loading F -B 0.39 2260 C 0.04 0.35 Soffit psf 2.0 B -G 0.39 2260 C 0.04 0.35 Wind Loads - ANSI / ASCE 7-98 G -C 0.39-2589-C ' 0-.-04-'-0.35 Truss is designed as a Main Bottom Chords Wind-Force Resistance System. A -E 0.48 2465 T 0.30 0.18 Wind Speed: 90 mph E -S1 0.36 1633 T 0.20 0.16 Mean Roof Height: 25-0 Robbins Engineering,Inc./Online Plus'.m 1996-2006 Version 19.0.028 Engineering-Portrait 6/5/2006 10:47:33 AM Page 1 J PROVIDE DIAGRAMS AND NGINEERING LAYOUTS FOR )OF TRUSSES, BEAMS AND ?OR SYSTEMS PRIOR TO FRAMING PECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS Sffaanef oNeTzli ley REVIEWED FOri u:Ut) COMPLIANCE 6P0}C,41d1=UALL'rY All! Di4Vl.a z !`•I!S;7N :,. , -, _A:• / - ' — li„.._ VW' I 11 , PL OWE WRNS MING r 2:. 4.3 rO ill- 1 ' ill% 14 41:i io-7 ,,.,,, —1 B 0), Ly-1 op ) , ‘'\ 0 , I. 1 1 il/ DATE t--0 I U i 010 Jr, \ ) , t4 I, 1 ..,, -...- . 1 ill' r, i \ . ° . _. / (7- (., ' -1_p 1,I--, IN L - ..._... ..:_.13 6 e r 0 1 0 34' Pt' . 's ... I 7e2D4.)2)\ . 4so r ps 14- 0 z:iv 1 b A.,4 zi rsa 1-vvr4,5t-S f+:‘ 4)..)-. 0 5 13 pi./ LU)el n ci. ,-' ..i _ P i ,— 1„ , .,›- ,RA41-1” 1,...._ J ` AREA I SPOKANE VALLEY NOTICE OF INSPECTION PROPERTY ADDRESS: titI UP riCgt ale) PROJECT NO.CAP 9 L/ OWNER CONTRACTOR INSPECTION TYPE: Ott-9194)v k r -kc t( Lk V"13t vi'"p :, STATUS OF WORK LISTED ABOVE: APPROVED CORRECTIONS NEEDED NOTES: ?46-7- BY: INSPECTOR DATE QUESTIONS?CALL OUR OFFICE: BUILDING DIVISION (509)688-0036 OFFICE INSPECTION LINE(509)688-0054 CALLED IN: SOkalle DATE TIME jMi1>ey