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2006, 05-25 Permit App: 06001924 Shop Project Number: 06001924 Inv: 1 Application Date: 05/25/2006 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 40 SHOP Contact: HEUETT,DALE Address: 13514 E 11TH AVE C-S-Z: SPOKANE,WA 99216 Setbacks:Front Left: Right: Rear: Phone: (509)217-1977 Group Name: Project Name: Site Information: Plat Key: 002945 Name: WOLFCREST ADD District: F Parcel Number: 45224.3001 Block: Lot: SiteAddress: 13514 E 11TH AVE Owner:Name: HEUETT,DALE Address: 13514 E 11TH AVE Location::CSV SPOKANE,WA 99216 Zoning: SFR Water District: 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: 05/25/2006 By: TMELBOU Driveway/Approach Released By: Originally Released: 05/25/2006 By: a_blake Landuse/Zoning/HE Conditions Released By: Originally Released: 05/22/2006 By: HMStinson Sewer Review Released By: Originally Released: 05/25/2006 By: a_blake Permits: iw r aau or, wtroo, . .m= m.: Operator: AMB Printed By: AB Print Date: 05/25/2006 Project Number: 06001924 Inv: 1 Application Date: 05/19/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project In formation: wzsmr :.?".•sn,rear .<.. .:s: .?.r- a .. +:°:..• ,, 3Raa r ....;ro"a: r u;m,,,ma «*s re a,arma ru.,,;r nnm,+nta«»a mr o..:�,,.o::: :.ate«re +. ,..,« Permit Use: 30 x 40 SHOP Contact: HEUETT,DALE Address: 13514 E 11TH AVE C-S-Z: SPOKANE,WA 99216 Setbacks:Front Left: Right: Rear: Phone: (509)217-1977 Group Name: Site Information: Project Name: dam.. %', A;AAiiNt'3,'%P;d.9klNRit,2'W16f dP;4'd};3A5,*«"w"'am�.,mr3=s .. '}. 'a .a"„'�:; %.•afl� G,t% t *4S«`Mx..,&N's'&'!&#"'”' ,%,mw,^,a<t:-P,� +n.w;ri«:',taFS«•m'v nm&:r'"s'na:•.. v".P.:" Plat Key: 002945 Name: WOLFCREST ADD District: F Parcel Number: 45224.3001 Block: Lot: SiteAddress: 13514 E 11TH AVE Owner:Name: HEUETT,DALE Address: 13514 E 11TH AVE Location::CSV SPOKANE,WA 99216 Zoning: SFR Water District: Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: wr; �miPxww�� kaPo, s �� � ra �� a_ z waa�a iaw � a� a Review / Building Plan Review Released By: Tirtz Driveway/ApproachReleased By: .a Landuse/Zoning/HE Conditions .Iteidt _ _ �_ 6;'y nIf& Sewer RevtewReleased';BY Building Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Operator: AMB Printed By: AMB Print Date: 05/19/2006 Project Number: 06001924 Inv: 1 Application Date: 05/25/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: OWNER Finn: OWNER Phone: (000)000-0000 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation POLE BDLG U-1 VB JM 0 $7,886.00 0 $7,886.00 Totals: 0 $7,886.00 0 $7,886.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $153.25 ACCESSORY PLANS REVIEW 1 SELECT $38.31 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $196.06 Payment Summary: ft,;,. . ,.. • • tR fte ..__?Wt. m::..._.. _ Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $196.06 $196.06 $0.00 $196.06 $196.06 $196.06 $0.00 $196.06 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: AB Print Date: 05/25/2006 Project Number: 06001924 Inv: 1 Application Date: 05/19/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit 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: 05/19/2006 Permit Center 1 �'mn oa- I \ 1 I; PERMIT NUMBER: of O brie 11707E Sprague •t S*,e \\11 - I : I 1 Spokane Valley, �T .9Z166 -1) , ) PERMIT FEE:ValleV (509}688 0036 F �. SO9)688-0037 Community Development www.spokanevall4 .o • MAY o 'vim Residential Construction n o \\ ❑ ev\o ction E Accessory Bldg Permit Application n Addition/Remodel E Deck ❑ Other: SITE ADDRESS / 5-11--i C /1 -1..-" ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building Owner. Contractor Name: Name: toil e, nk Li1 -� q-r i t_--� Address: /.23-74r- //i4 Address: State:- / Zi City: State: Zip: City: s s,,k,,,t tja/ ' �✓� p:992/6 Phone: Fax: Phone: Fax: X1/7-/ 977 Contractor Lic No: Exp Date: CO1taCt,?eFSOI1 . - City Business Lic.No: • Name: 5,.9,4-74--<_ Phone: Describe the scope of work in detail: Cost of Project: $ 7 gge 30 xzfO Shot' **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE: / X MAIN FLOOR TO SQ. 2Nu FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: AREA: FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30%SLOPES ON SQ. FTG: TY: #OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: 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 c. be processed. Signature /74<._____„. -_-.. Date Method of Payment: 0 Cash 0 Check 0 Mastercard 0 VISA Bankcard#: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 S IR&a165m6P1:4 4ggos10*Valley 11707 E Sprague Ave Suite 106 + Spokane Valley WA 99206 509.921.1000 ♦ Faxc 509.921.1008 + cityhaL4spokanevalley.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. o Show the height of any proposed buildings or accessory structures. D Floor plan for each floor. Dimension to scale (minimum 1/87 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'X30° attic access location D 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 • • 0 Foundation plan ❑ Insulation information 9 it------1 a ! F.e_71_*______. ...--._______________________ _ _------- — —rl 1\t, 4..... d z 6 ,..)' _ . > Zi ----- PLANNING DEPT. APPROVED BY• A! sl _.. DATE: 4- a' 6 i \i c ; / 0 ; •.).// -....„, t. YJ i . 1-- -e C A , .'i II:LA- s- (:„, 1 . -.- ' ----........,.... J 1 1\. / \ - ...-\-0 \:t"--...........„..........________„ — 1 Ne...., - - - - __........ ;1-I -,__l if x-03 act il 1(2 ')--iI0 _---71 l'ils . 6- ,'''\ ‘‘ if A4. 4 6,47-1{1 r‘i/ 1, , I / 1\\ Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering +"t Q58706 A 2 TR 300000 6 1- 0- 0 1- 0- 0 BEUETT/CO DG 16-11-2 5x5= DG 16-11-2 HO 4-3HO 4-3 HH 4 B HH 4 T *2x311 !t *Q311 *2x311 *2x311 S2,* 11111111 hiiirTCL 4x5= E G I EU K M O P R T vB1R X Z BB *2x311 *2x311 *2x311 *2x31I *2x311 *2x311 *2x311 *2x311 *2x311 *2x31I *2x311 *2x311 *2x311 S3 3x5= / , / '/.7//////// ' //J /, /// ;'.././/,'//,././/1'// '/,///.//21 /:_/ '/1///Z.r //l.//7// /I o 1 p O O EP o 1 15-0-0 30-0-00 TC ' 15-0-0 I 15-0-0 ii BC 30-0-0 EPI 30-0-0 I 1 30-0-0 C" ALL PLATES ARE LOCK20 Scale:0.213"=1' Robbins Engineering, Inc./Online Plus" APPROX. TRUSS WEIGHT: 224.6 LBS Bottom Chords S LOCK 2.Ox 3.0 Ctr Ctr 0.00 A -E 0.05 11 T 0.00 0.05 U LOCK 2.Ox 3.0 Ctr Ctr 0.00 Online Plus -- Version 19.0.018 E -G 0.03 0 T 0.00 0.03 S1 LOCK 3.Ox 5.0 Ctr Ctr 0.69 RUN DATE: 09-MAY-06 G -I 0.01 0 T 0.00 0.01 W LOCK 2.Ox 3.0 Ctr Ctr 0.00 I -K 0.01 0 T 0.00 0.01 Y LOCK 2.Ox 3.0 Ctr Ctr 0.00 CSI -Size- ----Lumber---- K -M 0.01 0 T 0.00 0.01 AA LOCK 2.Ox 3.0 Ctr Ctr 0.00 TC 0.07 2x 4 1B M -O 0.01 0 T 0.00 0.01 C LOCK 4.0x 5.0 Ctr 0.1 0.69 BC 0.05 2x 4 1B 0 -S3 0.00 0 T E LOCK 2.Ox 3.0 Ctr Ctr 0.00 GW 0.09 2x 4 DFL-STUD S3-P 0.00 0 T G LOCK 2.Ox 3.0 Ctr Ctr 0.00 P -R 0.01 0 T 0.00 0.01 I LOCK 2.Ox 3.0 Ctr Ctr 0.00 Brace truss as follows: R -T 0.01 0 T 0.00 0.01 K LOCK 2.Ox 3.0 Ctr Ctr 0.00 O.C. From To T -V 0.01 0 T 0.00 0.01 M LOCK 2.Ox 3.0 Ctr Ctr 0.00 TC Cont. 0- 0- 0 30- 0- 0 V -X 0.01 0 T 0.00 0.01 0 LOCK 2.Ox 3.0 Ctr Ctr 0.00 BC Cont. 0- 0- 0 30- 0- 0 X -Z 0.01 0 T 0.00 0.01 S3 LOCK 3.Ox 5.0 Ctr Ctr 0.69 Z -BB 0.03 0 T 0.00 0.03 P LOCK 2.Ox 3.0 Ctr Ctr 0.00 Loading Live Dead (psf) BB-C 0.05 11 T 0.00 0.05 R LOCK 2.Ox 3.0 Ctr Ctr 0.00 TC 30.0 7.0 Gable Webs T LOCK 2.Ox 3.0 Ctr Ctr 0.00 BC 0.0 10.0 E -D 0.03 195 C V LOCK 2.Ox 3.0 Ctr Ctr 0.00 Total 30.0 17.0 47.0 G -F 0.02 134 C X LOCK 2.Ox 3.0 Ctr Ctr 0.00 Spacing 24.0" I -H 0.03 150 C Z LOCK 2.Ox 3.0 Ctr Ctr 0.00 Lumber Duration Factor 1.15 K -J 0.05 147 C BB LOCK 2.Ox 3.0 Ctr Ctr 0.00 Plate Duration Factor 1.15 M -L 0.07 148 C TC Fb=1.15 Fc=1.10 Ft=1.10 0 -N 0.09 152 C BC Fb=1.10 Fc=1.10 Ft=1.10 P -B 0.07 94 C REFER TO ROBBINS ENG. GENERAL R -Q 0.09 152 C NOTES AND SYMBOLS SHEET FOR T -S 0.07 148 C ADDITIONAL SPECIFICATIONS. Plus 4 Wind Load Case(s) V -U 0.05 147 C X -W 0.03 150 C NOTES: Jt React Uplft Size Req'd Z -Y 0.02 134 C Trusses Manufactured by: Lbs Lbs In-Sx In-Sx BB-AA 0.03 195 C Valley Best Way Cont. Brg 0- 0- 0 to 30- 0- 0 Analysis Conforms To: 2976 494 Hz = 133 TL Defl 0.00" in BB-C L/999 ANSI/TPI 95 & 02 LL Defl 0.00" in BB-C L/999 OH Loading Membr CSI P Lbs Axl-CSI-Bnd Shear // Grain in A -D 0.12 Soffit psf 2.0 Top Chords Prevent truss rotation at all A -D 0.07 178 C 0.00 0.07 Plates for each ply each face. bearing locations. D -F 0.07 118 C 0.00 0.07 **SEE REVERSE SIDE OF THIS ** Refer to Gen Det 3 series for F -H 0.04 75 C 0.00 0.04 **PAGE FOR IMPORTANT NOTES ** web bracing and plating. H -S2 0.04 72 C 0.00 0.04 Plate - LOCK 20 Ga, Gross Area Wind Loads - ANSI / ASCE 7-98 S2-J 0.04 42 T 0.00 0.04 Plate - RHS 20 Ga, Gross Area Truss is designed as a Main J -L 0.04 67 T 0.00 0.04 Jt Type Plt Size X Y JSI Wind-Force Resistance System. L -N 0.04 94 T 0.00 0.04 A LOCK 4.Ox 5.0 Ctr 0.1 0.69 Wind Speed: 90 mph N -B 0.04 118 T 0.00 0.04 D LOCK 2.Ox 3.0 Ctr Ctr 0.00 Mean Roof Height: 25-0 B -Q 0.04 118 T 0.00 0.04 F LOCK 2.Ox 3.0 Ctr Ctr 0.00 Exposure Category: C Q -S 0.04 94 T 0.00 0.04 H LOCK 2.Ox 3.0 Ctr Ctr 0.00 Occupancy Factor : 1.00 S -U 0.04 67 T 0.00 0.04 S2 LOCK 3.Ox 5.0 Ctr Ctr 0.69 Building Type: Enclosed U -S1 0.04 42 T 0.00 0.04 J LOCK 2.Ox 3.0 Ctr Ctr 0.00 Zone location: Exterior Sl-W 0.04 72 C 0.00 0.04 L LOCK 2.Ox 3.0 Ctr Ctr 0.00 TC Dead Load : 4.2 psf W -Y 0.04 75 C 0.00 0.04 N LOCK 2.Ox 3.0 Ctr Ctr 0.00 BC Dead Load : 6.0 psf Y -AA 0.07 118 C 0.00 0.07 B LOCK 5.Ox 5.0 Ctr Ctr 0.61 Max comp. force 195 Lbs AA-C 0.07 178 C 0.00 0.07 Q LOCK 2.Ox 3.0 Ctr Ctr 0.00 Quality Control Factor 1.25 Robbins Engineering,Inc/Online Plus,.©1996-2006 Version 19.0.018 Engineering-Portrait 5/9/2006 11:30:59 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering a Q58706 Al 9 SCIS 300000 6 1- 0- 0 1- 0- 0 HEUETT/CO DG 16-11-2 5x5- DG 16-11-2 HO 4-3 HO4-3 B HH 4 HHH 4 w® iTCU 3x5 - 1111111111111111:5'' 6IH TCU mmi 3x9,; 6x3x9 7-10-3 S2 w2G3S4 i _ : 3-7-1OD a� TCL I TCL G BC BC E 4x7 4x7 F I A 3x5; 3x5-_, C 111 W:508 W:508 R:1487 R:1487 dI: 284 U: 289 0 0 O EP O 5-4-10 10-1-7 15-0-0 19-10-9 24-7-6 30-0-0 0 TC 'i 5-4-10 I 4-8-13 I 4-10-9 4-10-9 I 4-8-13 I 5-4-10 '� BC 7-9-0 I 7-3-0 7-3-0 I 7-9-0 1 EP 7-9-0 15-0-0 22-3-0 30-0-0 30-0-0 E----- ALL ALL PLATES ARE LOCK20 Scale:0.213"=1' Robbins Engineering, Inc./Online Plus' APPROX. TRUSS WEIGHT: 176.1 LBS I -S1 0.51 4098 C 0.17 0.34 REFER TO ROBBINS ENG. GENERAL S1-J 0.43 4179 C 0.17 0.26 NOTES AND SYMBOLS SHEET FOR Online Pius -- Version 19.0.018 J -C 0.60 4488 C 0.15 0.45 ADDITIONAL SPECIFICATIONS. RUN DATE: 09-MAY-06 Bottom Chords A -F 0.79 4093 T 0.51 0.28 NOTES: CSI -Size- ----Lumber---- F -D 0.61 3584 T 0.44 0.17 Trusses Manufactured by: TC 0.60 2x 4 1B D -E 0.61 3584 T 0.44 0.17 Valley Best Way BC 0.79 2x 4 1B E -C 0.79 4093 T 0.51 0.28 Analysis Conforms To: WB 0.78 2x 4 DFL-STUD Webs ANSI/TPI 95 & 02 G -F 0.06 297 C OH Loading Brace truss as follows: F -H 0.12 379 T Soffit psf 2.0 O.C. From To H -D 0.34 824 C Wind Loads - ANSI / ASCE 7-98 TC Cont. 0- 0- 0 30- 0- 0 D -B 0.78 2338 T Truss is designed as a Main BC Cont. 0- 0- 0 30- 0- 0 D -I 0.34 824 C Wind-Force Resistance System. I -E 0.12 379 T Wind Speed: 90 mph Loading Live Dead (psf) E -J 0.06 297 C Mean Roof Height: 25-0 TC 30.0 7.0 Exposure Category: C BC 0.0 10.0 TL Defl -0.85" in F -D L/408 Occupancy Factor : 1.00 Total 30.0 17.0 47.0 LL Defl -0.52" in F -D L/666 Building Type: Enclosed Spacing 24.0" Hz Disp LL DL TL Zone location: Exterior Lumber Duration Factor 1.15 Jt C 0.37" 0.21" 0.58" TC Dead Load : 4.2 psf Plate Duration Factor 1.15 Shear // Grain in A -G 0.29 BC Dead Load : 6.0 psf TC Fb=1.15 Fc=1.10 Ft=1.10 Max comp. force 4488 Lbs BC Fb=1.10 Fc=1.10 Ft=1.10 Plates for each ply each face. Quality Control Factor 1.25 **SEE REVERSE SIDE OF THIS ** **PAGE FOR IMPORTANT NOTES ** Plus 4 Wind Load Case(s) Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt React Uplft Size Req'd Jt Type Plt Size X Y JSI Lbs Lbs In-Sx In-Sx A LOCK 4.Ox 7.0 Ctr 0.6 0.93 A 1488 285 5- 8 1- 9 G LOCK 2.Ox 3.0 Ctr Ctr 0.41 Hz = 134 S2 LOCK 3.Ox 9.0 Ctr Ctr 0.89 C 1488 285 5- 8 1- 9 H LOCK 3.Ox 5.0 Ctr Ctr 0.58 Hz = -133 B LOCK 5.Ox 5.0 Ctr Ctr 0.96 I LOCK 3.Ox 5.0 Ctr Ctr 0.58 Membr CSI P Lbs Axl-CSI-Bnd S1 LOCK 3.Ox 9.0 Ctr Ctr 0.89 Top Chords J LOCK 2.Ox 3.0 Ctr Ctr 0.41 A -G 0.60 4487 C 0.15 0.45 C LOCK 4.0x 7.0 Ctr 0.6 0.93 G -S2 0.43 4179 C 0.17 0.26 F LOCK 3.Ox 5.0 Ctr Ctr 0.49 S2-H 0.51 4097 C 0.17 0.34 D LOCK 6.Ox 7.0 Ctr-0.6 0.83 H -B 0.32 3002 C 0.06 0.26 E LOCK 3.Ox 5.0 Ctr Ctr 0.49 B -I 0.32 3002 C 0.06 0.26 Robbins Engineering,Inc./Online Plus'.(4)1996-2006 Version 19.0.018 Engineering-Portrait 5/9/2006 11:30:59 AM Page 1 A City of SPOKANE VALLEY BUILDING DEPARTMENT 11707 E.Sprague Avenue#106,Spokane Valley,Washington 99206-Tel 509-688-0036-Fax 509-688-0037 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 apircation and be on site at the lime 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 wart. 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 •516"TYPE X GYP BOARD(HABITABLE SPACE ABOVE) rated. (5/B"type X gypsum sheathing '12"GYP BOARD(RESIDENCE/ATTIC,FLOOR/CEIUNG) on both sides of wall). Openings are not 2)OPENINGS BETWEEN GARAGE AND RESIDENCE permitted in these walls. Garages over SHALL BE EQUIPPED WITH SOUD 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. Attic Accessible ALTERNATE FOUNDATION FOR by 22' x 30" i F ACCESSORY BUILDINGS FROM E INEERED TRU OR 30' G t- :Nn FL TrotaA' 400 SQ.FT.TO 3000 SQ.FT. RAFTER ING x @ 14 0.C. SECTION A-AROOFING MATERIAL ----"-- 1/8" GAP BE;WEEN SHEATHING ROOFING PAPER i ii/ It - 01 /L• ROOF 1 I► 4%.4,Aittc4,,Na . - SHEATHING �' T► r ifi;i DOUBLE TOP PLATE --- ..,?;------= ,•' �IIII-I- III SAEtD-Bt0CKINI . WALL HEIGHT 10 ((jam ' . • IIII--IIll II . --11111 , efftteett.filltISSET III -- 111-ti. 24°MIN. 0,10, 40 (2}#4 REBAR Aliggkh WALL.SHEATHING (— j� .C. 12•—I zx 6 @ l' o ug-r SIDING PRESSURE TREATED SOLE PLATE •4 .k • 1'1. . :.' ' _,�_ I t.:::. 3-1/2°CONCRETE SLAB .. •• !.� 6"MIN. 6"MIN. .t ? • _ . -out t 1 im�� a. :. 1I i r J1jl lll' ""I" I�IeI' ' =11111=�IIIh. • ANGOR BOLTS Il k, 311.7=1, 24"MIN. 24"MIN. g•MIN ' 12"if$''fri .�ikiallr FP.• ' • (7"INTO NCRETE) 6'0. .ORO APPROVED 112•. (2)#4 REBAR 6"x12° ANCHOR INSTALLED FOOTING PER MANUFACTURER. FOUNDATION PLAN PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW. BUILDING DIMENSIONS: 30 x40 GARAGE OPENING AND HEADER SIZE: 12 5 )( [f" &e.--A. INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN. WIDTH 30 RIDGE LENS - 71 r 3 PiI I 11— �ta i ''t}*r >t , 1 V Zii6 i elei, v.:514 45ti ,...tLW 111- M.I..9. ',WVl 0 z w I I J � i ki t i I C I I I I L — � _ Syr�' G�6 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. , CONCRETE TO COMPLY TO IRC TABLE 404.11(1) FOUNDATION WALLS -3000# PSI SLABS, GARAGES,CARPORTS &PORCHES-3500#PSI ALL FOOTINGS MUST BE CONTINUOUS Blocking required at mid height in unfinished bearing walls 1/8" GAP ";WEEN SHEATHING F k ikAwar Minimum depth for frost protection in the City of Spokane Valley is 24 inches measured from the bottom of the footing to finish grade. Grade si e way from building a minimutt'75iekin� y t wl } L t._t k Min.Itft Brace Wail 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 LANDING required on both sides of exit doors with min.size of 3 ft.measured in direction of travel by 3 ft.or width of door if greater,and not lower than 1 '/z in.below threshold.Landing required at other exterior doors is a minimum size of 3 ft travel distance by width of door,and not lower than 7 3/4 in.below threshold provided the door does not swing over the landing. •1 f ir : 40P. Y.igtv10‘, OT3T3W3t103 PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS HAI: 4 * DOC& HDPOt him U. 1.114„:1. 1J !4j vt CITY COPY IIIIIMMNMMMMamaiW 1111111111111111111111 THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS Wha,I REVIEWED FOR CODE MPL CE SPOKANP VALLEY 9111 )NG SION 4VZ-