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2006, 04-03 Permit App: 06000951 Garage Addition
Project Number: 06000951 Inv: 1 Application Date: 4/3/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: ADD ON TO GARAGE Contact: Address: C-S-Z: Setbacks:Front Left: Right: Rear: Phone: Group Name: Site In formation: Project Name: Plat Key: 006060 Name: RIVERWALK 10TH ADD PUD District: G Parcel Number: 55085.5401 Block: 1 Lot: 1 SiteAddress: 19404 E RIVERWALK LN Owner:Name: DENISON,DONALD&LYNDA Address: 19404 E RIVERWALK LN Location::CSV SPOKANE VALLEY,WA 99016 Zoning: UR-7 Urban Residential-7 Water District: Hold: ❑ Area: ),558.00 Acres Width: 0 Depth: 0 Right Of Way(ft): 35 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Building Plan Review y �r Released Bj ; . .�; Originally Released: 3/27/2006 By: TMELBOU Landuse/Zoning/HE Conditions Released By: Originally Released: 4/3/2006 By: Mharnois Permits: .w Operator: AMB Printed By: AMB Print Date: 4/3/2006 Project Number: 06000951 Inv: 1 Application Date: 4/3/2006 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 1&2 FAMILY R-3 VB ADD ON 0 $10,000.00 0 $10,000.00 TO GARAGE Totals: 0 $10,000.00 0 $10,000.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $181.25 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW<7999 SQ FT 1 SELECT $72.50 Permit Total Fees: $258.25 Notes: SETBACK ON HODGES RD TO GARAGE,ADDITION MUST BE 15'MINIMUM. THE SETBACK ON HODGES ROAD MUST BE 15 FT MINIMUM TO GARAGE ADDITION-MH Payment Summary ro...........„ a a A._ .. „r ° +sxa Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $258.25 $258.25 $0.00 $258.25 $258.25 $258.25 $0.00 $258.25 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: 4/3/2006 Project Number: 06000951 Inv: 1 Application Date: 3/27/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: *44*.� Permit Use: ADD ON TO GARAGE Contact: Address: C-S-Z: Setbacks:Front Left: Right: Rear: Phone: Group Name: Site Information: Project Name: 4444 mss...Jti. .. sn4*481444 44+;rc.4?k'9144D.;'44 t4 A`V.Ntd qs _. +. ..b ,• •h._, X3'1 4a ^m'b' :�14* 4MJ1R5.� Plat Key: 006060 Name: RIVERWALK 10TH ADD PUD District: G Parcel Number: 55085.5401 Block: 1 Lot: 1 SiteAddress: 19404 E RIVERWALK LN Owner:Name: DENISON,DONALD&LYNDA Address: 19404 E RIVERWALK LN Location::CSV SPOKANE VALLEY,WA 99016 Zoning: UR-7 Urban Residential-7 Water District: Hold: ❑ Area: 1,558.00 Acres Width: 0 Depth: 0 Right Of Way(ft): 35 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: �Y �„ ,***„ „ MEMAIIIMENIONAMMINMININNSINSeini Review Building Plan Review Released By: -7( J 2...7t 0 L Landuse/Zoning/HE Conditions Released By: .3.71,3/4136 _��-C. iii. .i /.,//././.. r � Permits: ..��•. , . ✓ m � r� ,a;:N .aa}u.,.<_44 .. a Operator: AMB Printed By: jmm Print Date: 3/27/2006 Project Number: 06000951 Inv: 1 Application Date: 3/27/2006 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 1&2 FAMILY R-3 VB REROOF 0 $10,000.00 0 $10,000.00 Totals: 0 $10,000.00 0 $10,000.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $181.25 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW<7999 SQ FT 1 SELECT $72.50 Permit Total Fees: $258.25 Payment Summary: wonnowasoft, >r.4e .< ., Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $258.25 $258.25 $0.00 $258.25 $258.25 $258.25 $0.00 $258.25 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: jmm Print Date: 3/27/2006 pO me - 11707 E Sprague Ave, Suite 106 PERMIT NUMBER: O q,s7 ...000Valley (5Sp09)68okane Val8-0036ley,FAX:WA 99206 PERMIT FEE: 1 (509)688-0037 Community Development www:spokanevalley.or_.corn Residential Construction o New Construction o Accessory Bldg Permit Application in/Addition/Remodel o Deck o Other: ��/UI 01: gaRagE r., eitzsrm. gcvay.rc SITE ADDRESS /gyoy e. R lucAwFla/< c, ASSESSORS PARCEL NO: .y-.y'cg.s,s yoi LEGAL DESCRIPTION: Rio c,,ew,,?c,t i6J ri, /ut / RX i Building owner n i=4",c o a ; �a�b .Contractor . _.!..r: , . Name: bo iu iq c o `D r N,s o,U Name: Address: I Q y,,v E /2 s 0,..-2uhac k L ti Address: City: S poRti,oC I)iaLL6 ill WA Zip: (1 4c i lG - a''4,72 City: Zip: Phone: s;c1,i _ pct I Fax: Phone: Fax: Lic No: Exp.Date: Contact Person_ r' - '- City Business Lic No: Name: 3 as,1 Phone: Describe the scope of work in detail: Cost of Project: $ /0,000 00 !Acid 1,. K ?)4'I0" ntor ro E Xr51/its( gARR9E1 `5/9 S16)ek I ete..;i,Q:;; goet e hor;,: 1-,,o1i,. .. of,,2,012 pr r.,aLZ3 poc4 orso,c'Qe1 V\oo LAI‘N CISLI1A5S34 ciA",'rr12v csoS '/z2 illi A , iv idle 4, enol i Prmet **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE: I(o l; '3 I' fe" I 6'aiZA6t. MAIN FLOOR TO SQ. 2'V" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: AREA: //)//1 4//1 4/f1 /0/4 FINISHED BASEMENT GARAGE SQ. FTC.i.71 7DCK/COV. PATIO SQ. FTG: 30% SLOPES ON // SQ. FTG: / � ///:i 4,n76%It 41o,v€ PROPERTY: Nn;ve #OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? /U//./ ,2Y6 (aced) J% 4,Af (-A-S for �c. c. SPr,)Qr DISCLAIMER 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 D(44f(R/4 �-� Date 3 _'iy ...7 `0( Method of Payment: (Faxed permit applications will only be accepted with major bankcard) 0 Cash 0 Check 0 Mastercard 0 VISA 0 Other Bankcard#: Expires: _ VIN#: Authorized Signature: REVISED&/25/2D05 Idn'4)-‘43' Sioii 4.0000 �r'�llIey 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall@spokanevalley.org Residential Plan Submittal Minimums El 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. (2/ 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. 0" All braced wall panel types: show locations and details of installation, including engineered design. d 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. C2' Smoke detector locations t2/ 22" X 30" attic access location Gd' 18" X 24" crawl space access: ID One-hour separation detail: between house and garage 0' Floor framing details: Joist type, size, spacing and installation details (2/ Roof framing plan and details Er/ Furnace and hot water heater location. . All header locations: type, size, and connections B" Foundation plan Er/ Insulation information [Job Truss Truss Type Qty Ply 060400 A2 !HOWE 110 1 I Job Reference(optional)l Lumbermen's Building Centers,Spokane, --9 —22 n Indu ) -- 0 ters,Spokane,WA 99206-4220,Clint Brown 6.200 s Oct 18 2005 MiTek Industries,Inc. Fri Mar 17 12:16:10 2006 Page 1 1 8-9-14 17-0-0 25-2-2 34. g5-0-b i7.Oil,-0-0 8-9-14 8-2-2 _ 8-2-2_. 8-9-140_ ,11+� Scale=1:58. i 5.00 12 5 F_3 4IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII, 8 3 0iiiii '6.* 7 '4' ,,. 1.'1' r WI Wb 2 8 9 qt16 'i em 8!\ I 12 11 10 0.0.0 8-9-14 17-0-0 25-2-2 34-0-0 L 8-9-14 __--- ' --,_--_- _._-- 8-2-2 ' 8-2-2 8'0-14. Plate Offsets(X,n: 2:0-2-5,Edge],[5:0-3-8,0-2-4] [8:0-2_5,Edgel,[11:0-4-8,0-3-ft __ _ _ -I LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP j (Roof Snow=30 0) Plates Increase 1.15 TC 0.95 Vert(LL) -0.26 8-10 >999 240 MT20 185/148 Lumber Increase 1.15 BC 0.80 Vert(TL) -0.56 2-12 >723 180 BCLTCDL L 0.0 7.0 Rep Stress lncr YES WB 0.59 Horz(TL) 0.16 8 n/a n/a BCDL 10.0 Code IRC2003/TPI2002 (Matrix) Weight: 127 lb LUMBER 5)This truss has been designed fort 10.0 psf bottom chord live load TOP CHORD 2 X 4 HF 1800F 1.6E*Except* nonconcurrent with any other live loads. T3 2 X 4 HF 2100F 1.8E,T4 2 X 4 HF 2100F 1.8E 6)This truss requires plate inspection per the Tooth Count Method when this truss BOT CHORD 2 X 4 HF 1800F 1.6E is chosen for quality assurance inspection. WEBS 2 X 4 DF Stud/Std 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 293 lb uplift at joint 2 and 293 lb uplift at joint 8. BRACING 8)This truss is designed in accordance with the 2003 International Residential TOP CHORD Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. . LOAD CASE(S) WEBS Standard 1 Row at midpt 3-11,7-11 REACTIONS (lb/size) 2 = 1667/0-5-8 8 = 1667/0-5-8 Max Horz 2 = 66(load case 7) Max Uplift 2 = -293(load case 7) 8 = -293(load case 8) Max Gray 2 = 1832(load case 2) 8 = 1832(load case 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2 = 0/49 2-3 = -3358/516 3-4 = -2195/340 4-5 = -2171/364 5-6 = -2171/364 6-7 = -2195/340 7-8 = -3358/516 8-9 = 0/49 BOT CHORD 2-12 = -477/2940 11-12 = -477/2940 10-11 = -411/2940 8-10 = -411/2940 WEBS 3-12 = -50/363 5-11 = -195/1016 7-10 = -50/363 3-11 = -1462/252 7-11 = -1462/252 ' NOTES 1)Wind:ASCE 7-98;90mph;h=25ft;TCDL=4.2psf;BCDL=6.0psf;Category II;Exp B;enclosed;MWFRS interior zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-98;Pf=30.0 psf(flat roof snow);Exp B;Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. Job �Truss 1 Truss Type lJ ty I Ply 060400 IA1G ' ' �HOWE 1- � 1 Job Reference ptional) -- Lumbermen's Building Centers,Spokane,WA 99206-4220,Clint Brown 6.200 s Oct 18 2005 MiTek Industries,Inc. Fri Mar 17 12:16:09 2006 Page 1 -1 mg-0-0 _- 17-0-0 _ 17-0-0 - 17-0-0 34j -5A-0 Scale=1:58.6 5.00 12 11 1012 9 13 ioilli''' 6 :42.------___.14 6 7 8 15 16 ri ' 5 .0 17 'I-' . .IlgilIl ^ ST 1 18 4 ST'2 S '3 19 3 ST'148 71 2 Si if es 2U 21 It 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 0-0-0 34-0-0 L. 34-0-0 Plate Offsets(X,Y): [29:0-3-0,0-3-0] — LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud , PLATES GRIP TCLL 30-0 Plates Increase 1.15 TC 0.12 Vert(LL) -0.01 21 n/r 120 I MT20 185/148 (Roof Snow=30.0) 11 Lumber Increase 1.15 BC 0.05 Vert(TL) -0.01 21 n/r 90 TCDL 7.0 I Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 20 n/a n/a ' BCDL 10.0 Code IRC2003/TPI2002 (Matrix) Weight: 162 lb LUMBER TOP CHORD 2 X 4 HF 1800F 1.6E Max Uplift BOT CHORD 2 X 4 HF 1800F 1.6E 22 = -6(load case 8) OTHERS 2 X 4 DF Stud/Std Max Gray , 2 = 283(load case 2) BRACING 20 = 283(load case 3) TOP CHORD 29 = 178(load case 1) Structural wood sheathing directly applied or 6-0-0 oc purlins. 30 = 257(load case 2) BOT CHORD 31 = 247(load case 2) Rigid ceiling directly applied or 10-0-0 oc bracing. 32 = 249(load case 2) 33 = 246(load case 2) - REACTIONS (lb/size) 34 = 257(load case 2) 2 = 210/34-0-0 35 = 213(load case 2) 20 = 210/34-0-0 36 = 350(load case 2) 29 = 178/34-0-0 28 = 257(load case 3) 30 = 188/34-0-0 27 = 247(load case 3) 31 = 188/34-0-0 26 = 249(load case 3) 32 = 188/34-0-0 25 = 246(load case 3) 33 = 186/34-0-0 24 = 257(load case 3) 34 = 195/34-0-0 23 = 213(load case 3) 35 = 161/34-0-0 22 = 350(load case 3) 36 = 267/34-0-0 28 = 188/34-0-0 FORCES (Ib)-Maximum Compression/Maximum Tension 27 = 188/34-0-0 TOP CHORD 26 = 188/34-0-0 1-2 = 0/48 2-3 = -72/51 3-4 = -58/35 25 = 186/34-0-0 4-5 = -49/47 5-6 = -51/60 6-7 = -50/66 24 = 195/34-0-0 7-8 = -13/72 8-9 = -50/84 9-10 = -50/96 23 = 161/34-0-0 10-11 = -54/107 11-12 = -54/104 12-13 = -50/86 22 = 267/34-0-0 13-14 = -50/66 14-15 = -13/47 15-16 = -50/41 Max Horz 16-17 = -51/30 17-18 = -49/31 18-19 = -58/22 2 = 66(load case 7) 19-20 = -71/51 20-21 = 0/48 Max Uplift BOT CHORD 2 = -9(load case 5) 2-36 = 0/63 35-36 = 0/63 34-35 = 0/63 20 = -17(load case 8) 33-34 = 0/63 32-33 = 0/63 31-32 = 0/63 30 = -7(load case 7) 30-31 = 0/63 29-30 = 0/63 28-29 = 0/63 31 = -11(load case 7) 27-28 = 0/63 26-27 = 0/63 25-26 = 0/63 32 = -9(load case 7) 24-25 = 0/63 23-24 = 0/63 22-23 = 0/63 33 = -10(load case 7) 20-22 = 0/63 34 = -9(load case 7) WEBS 35 = -12(load case 7) 11-29 = -138/0 10-30 = -217/31 9-31 = -207/35 36 = -6(load case 7) 8-32 = -208/33 6-33 = -207/34 5-34 = -214/34 I 28 = -5(load case 8) 4-35 = -184/32 3-36 = -281/40 12-28 = -217/29 27 = -11(load case 8) 13-27 = -207/35 14-26 = -208/33 16-25 = -207/34 26 = -9(load case 8) 17-24 = -214/34 18-23 = -184/32 19-22 = -281/40 25 = -10(load case 8) 24 = -9(load case 8) 23 = -12(load case 8) Continued on page 2 Job Truss Truss Type Oty I Ply 060400 AIG HOWE 1 1 Job Reference( r Lumbermen's Building Centers,Spokane,WA 99206-4220,Clint Brown j.- 6.200' ndustrie i )_ l s Oct 18 2005 MiTek Industries,Inc. Fri Mar 17 12:16:10 2006 Page 2 NOTES 1) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 2)TCLL:ASCE 7-98;Pf=30.0 psf(flat roof snow);Exp B;Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 2-0-0 oc. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 9 lb uplift at joint 2, 17 lb uplift at joint 20,7 lb uplift at joint 30,11 lb uplift at joint 31,9 lb uplift at joint 32, 10 lb uplift at joint 33,9 lb uplift at joint 34, 12 lb uplift at joint 35,6 lb uplift at joint 36,5 lb uplift at joint 28,11 lb uplift at joint 27,9 lb uplift at joint 26, 10 lb uplift at joint 25,9 lb uplift at joint 24, 12 lb uplift at joint 23 and 6 lb uplift at joint 22. 11)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/-PI 1. LOAD CASE(S) Standard