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2007, 03-21 Permit App: 07000859 Garage Project Number: 07000859 Inv: 1 Application Date: 3/21/2007 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: NEW 28 X 30 X 12 STICK FRAME DETACHED Contact: STIMSON CONTRACTING GARAGE Address: PO BOX 1687 C-S-Z: MEDICAL LAKE,WA 99022 Setbacks:Front 119 Left: 5 Right: 63 Rear: 7 Phone: (509)244-2636 Group Name: Site Information Project Name: Plat Key: 001222 Name: HILLCREST ACRES 01ST ADD District: Sout Parcel Number: 45272.2343 Block: Lot: SiteAddress: 12418 E 20TH AVE Owner:Name: BURGESS,SCOTT G&NICOLE M Address: 12418 E 20TH AVE Location::CSV SPOKANE VALLEY,WA 99216 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 9,818 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: _. . . =a ..®. �_ Review Building Plan Review Released By: 'g : Originally Released: 3/15/2007 By: TMELBOU Landuse/Zoning/HE Conditions LReleased'By. ` Originally Released: 3/20/2007 By: cjjanssen Sewer Review j Released By: 91008246 Originally Released: 3/19/2007 By: mturbak Operator: MT Printed By: JD Print Date: 3/21/2007 Project Number: 07000859 Inv: 1 Application Date: 3/21/2007 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: STIMSON CONTRACTING Firm: STIMSON CONTRACTING Address: PO BOX 1687 Phone: (509)299-6040 MEDICAL LAKE,WA 99022 Building Characteristics Group: U-1 Type: VB Total Area 840 Building Height 0 Stories 1 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation GARAGE U-1 VB DETACHED 0 $28,000.00 0 $28,000.00 GARAGE Totals: 0 $28,000.00 0 $28,000.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $421.55 ACCESSORY PLANS REVIEW 1 SELECT $105.39 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $531.44 Notes: M W` 'q nAtieg Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $531.44 $531.44 $0.00 $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: MT Printed By: JD Print Date: 3/21/2007 Project Number: 07000859 Inv: 1 Application Date: 03/19/2007 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information' Permit Use: NEW 28 X 30 X 12 STICK FRAME DETACHED Contact: STIMSON CONTRACTING GARAGE Address: PO BOX 1687 C-S-Z: MEDICAL LAKE,WA 99022 Setbacks:Front 119 Left: 5 Right: 63 Rear: 7 Phone: (509)244-2636 Group Name: Site Information• Project Name: Plat Key: 001222 Name: HILLCREST ACRES 01ST ADD District: Sout Parcel Number: 45272.2343 Block: Lot: SiteAddress: 12418 E 20TH AVE Owner:Name: BURGESS,SCOTT G&NICOLE M Address: 12418 E 20TH AVE Location::CSV SPOKANE VALLEY,WA 99216 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 9,818 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: ;:..:dA , w u. : ... .-,_ Review Building Plan Review ReleasedBy. Originally Released: 03/15/2007 By: TMELBOU Landuse/Zoning/HE ConditionsReleased BSC.` ,,, Sewer Review ReleasedlBy , , 91008246 Originally Released: 03/19/2007 By: mturbak Permits: v., . UTAGE2,;SEEZZIONleiriknalAsage &.r, w _ , Operator: MT Printed By: MT Print Date: 03/19/2007 Project Number: 07000859 Inv: 1 Application Date: 03/19/2007 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: STIMSON CONTRACTING Firm: STIMSON CONTRACTING Address: PO BOX 1687 Phone: (509)299-6040 MEDICAL LAKE,WA 99022 Building Characteristics Group: U-1 Type: VB Total Area 840 Building Height 0 Stories 1 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation GARAGE U-1 VB DETACHED 0 $28,000.00 0 $28,000.00 GARAGE Totals: 0 $28,000.00 0 $28,000.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $421.55 ACCESSORY PLANS REVIEW 1 SELECT $105.39 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $531.44 Notes: Nom .: Y: a, ,, 10 . .Z. ;. pr... w,w: � . Payment Summary: , Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $531.44 $531.44 $0.00 $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: MT Printed By: MT Print Date: 03/19/2007 MAR 02 2007 09 15 FR COSU PERMIT CENTER 5096880037 TO 2442554 P.01/01 ' i Permit Center 11707 E Sprague Ave,Suite 106 y PERMIT NUMBER: ��-g` Spokane Valley,WA 99206 PERMIT FEE: 4 4000V • (509)688-0036 FAX:(509)688-0037 www.spokanevalle Gig MA: i + Community Development 11'V Residential Construction ❑New onstruction- Accessory Bldg Permit Application 0 Addition/Remodel ❑ Deck • ❑ Other: SITE ADDRESS: 1 aLt I E � Y AA--t Q l_3kra- \-► Luf\ ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building Owner: Contractor. Name: , Ti- -- n -lc---.S Name: C", 0.A51Jw CCNC91�'� Address: L ul l cb p ( k Address: oto -)- tc City: 00ispve- State: L Ac Zip: City 1(A/t�'1)1 C.�1 t C k Steid Zip°/el C Phone: 06 z-� .. .c.t c a ax: Phone:(2U - 103w Fax: C? Li - O�c5(-( co tutor Lic No: 1MlS VO l l BAD' Date: Lc--) o"1 Contact Person Th City Business Lic.No: Name: ,.v[' M-1-1 Yui)► i Phone: c oci Gqci Sit'; ?i • Describe the scopeof work in detail: Cost of Project $ 0(3(1)P, Y.? 17 c� tr �! I%2 U-,(\r1 >; C� =r- i /�tPro i ac-g t:-- Proposed =Proposed Uses 0.. \ 0L_ 1 a ►..► a L-1 **************The following MUST be complete: (write N/A if not spplicablei********************** HEIGHT TO PEAK DIMENSIONS:X l Z _#OF STORES: TOTAL T LE SPACE: ,,n0c3 NtL MAIN FLOOR TO SQ. 2 FLOOR SQ. FTG: UNFIN BASEMENT SO. FTG: IMPERVIOUS SURFACE FTG: AREA: Bi-to lA FINISHED BASEMENT GARAGE$Q. G: DECK/COV. PATIQ SQ. FTG: 30%SLOPES ON SO.pro: y1 / /I C)LIC) / : // #OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: r EWER S PTIC? The permtiee verifies,acknowledges and*grecs by their signature that 1) If this permit is for construction of or on a dwelling,the dwelling IsAvIll be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory la the property owner or has permission to reprosent the property owner In this transection. 4) All construction is to be done in full compliance with the City of Spokane Valley Developrnerd Code. Referenced codes are avalleble 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,stale or local laws,codes .6) Filen or additional information may be required to be submitted,and subsequently approved before this application can 1 SIGNATURE: \ V DATE&'O ,6- - Method of Payment 0a Cash ❑ Check 0 Mastercard ❑ V A Expires: VIM*: Authorized Signature: REVISED 2/15107 ** TOTAL PAGE.01 ** _: Technical I nformatio ., i ;y v GaragPri ato SPOKANE CovirY Department of Building and Planning The following are typical details for a residential garage up to a maximum of 36 feet wide and 50 feet in length. The length may be increased within the inclusion of interrior braced lines. They may or may not represent the proposed project. If you are using this detail as a portion of your plan submittal,please complete the requested information where indicated.This completed detail, along with any additional information,needs bo be submitted with yourapplication and be on site at the time of inspection. (SPECS TO BE ON SITE 1. 48"braced wall panel required on each corner DURING FRAMING INSPECTION) and every 25 feet of wall. CENGINEERED TRUSS OR RAFTER SIZE ANDNG 2. Walls within 3 feet of a property line or within 6 X @ �-`"O.C. , feet of a dwelling must be 1 hour rated. 5/8" f� type "X"drywall or 1/2"gypsum sheathing on RING IINGpMATERIAL i J/ interior and exterior of wall. 1,8 GAP ROOFING PAPER 3. Doors entering a garage from the housetb bi %NEON SHEATHING 15 L4'.c.k4-001 1 3/8"solid core with a 20 minute fire rating. AA'Ij 4. Details are for single story structures only. (0 t ROOF SHEATHING 5. Trusses shall be connected to wall plates by the I, — DOUBLE TOP PLATE / / use of approved connectors having a resistance to *„�A"tc1W . It WALL HEIGHT --. 0.-1-• SOLID BLOCKING (MAXIMUM HEIGHT ;Q uplift of not less than 175 pounds. BETWEEN TRUSSES I 1 WALL SHEATHING ` ` GROUND St•1OWIAAD `7/I b`bS t3 � 2X G. @ 1 coo.c. 39 SIDING GIRDERS AND BUILDING WIDTH c(feet) .'c`,t, PRESSURE TREATED SOLE PLATE HEADERS 36 SUPPORTING SIZE SPAN NJ 2-2X4 2'X8" 1 2-2)6 4'-0" 2 i ;, 3-1/2" CONCRETE SLAB . 5'-0" 2 6" MIN. 2-2X8 gL- (ah._ .-4. • •, 2-2X10 6'-1" 2 iill=l�`mPj�' __ 2-2102 7'-0" 2 10 3-2X8 6'-5" 2 FOUNDATION w:fl'r: DEPTH 6" MIN. 4 ANCHOR BOLTS 1/2" X/8" 3-2X10 T-7" 2 • ) •• MIN. (7" INTO CONCRETE) 3-2X12 8'-9" 2 24' (ATTACHED) • • 6' O.C. OR APPROVED 42X8 7'-2" 16" X 12" ANCHOR INSTALLED PER ROOF AND 4-2X10 8'-9" 2 FOOTING MANUFACTURER. CFdT.ING 4-2X12 10'-2" 2 % FOUNDATION PLAN SECTION A-A (FOR DETACHED) 2X 67 @ t b •o.C. TREATED SILL ALTERNATE FOUNDATION \\\\1/2" X 9" ANCHOR • 4 .4 „• • r' BOLTS @ 6'O.C.--.. INr , '`.. • r " r��. • 4 , 6" MINIMUM 3-1/2° co r —II CONCRETE . .. 11=t p.••+ 1 • : � _ O i SLAB _ 6• 1. III'—II . 4. •tI 2� c• ar ,•A •• i _• II )2MINIMUM I 1 =1'. .`• I T -' II' • • -rte' • -'" ;a I —12=-1 (2) #4 REBAR (2)#4 REBAR' •. • I--12" -1 BUILDING DIMENSIONS: 2'g- )( t, X 1 0 Jurisdiction Contact List: GARAGE DOOR HEADER SIZE: GI-141-km 6 you okaneCoun s ix co er,, ,pori INDICATE THE LOCATION AND THE SIZE OF ALL ■ Buil end PI. • 477-3675 ing WINDOWS AND DOORS: • Engineer••an"pad 477-3600 • U '"nes 477-3604 RIDGE LINE —I I sI Formore information contact: I � ! Minimum depth for frost protection in the City of P Spokane Valley is 24 inches measured from the bottom r L A A of the footing to finish grade. Grade slope away from cih r L. I building a minimum 6 inches in first 10 feet. o L. is ' I as I Brace Wall Panel:;•er R602.10.3 &R602.10.4 ` *i b i ; „ �" -, : Wall Panel per R602.10.6 /�24 ' / Min. 16 18 or 20 in. APA Portal Frame Bracing C/ I I 3D Engineered Shear Wall Bracing �,. 1 �-CONTINOUS FOOTING REQUIRED - I L , - i _J )! Please note that while every effort is madd'to assure the accuracy of the information contained in this brochure ft 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 or staff. (BP-13) I-CODE 10/04 • ,'.ei b .., i I \ 1 • • • ••••••. \ \ I \I \ \f, M1•1.WIDTH 7/16"OSB SHEATHING 3/8"MIN. c NAILED WITH Sd CO1vIMON OR GALVINIZED BOX NAILS IN ACCORDANCE WITH TABLE R6023(1)AND BLOCKED AT ALL WOOD STRUCTURAL PANEL SHEATHING EDGES. • e - b NI 1, I g \ = c .t. - _„„ •A •- 1 0 --,, - --• E = SIMPSON UPLIFT c BACK EACH STRAP -!--1 .„.- .----. STRAP . 1. E WIT A STUD 1,800 POUNDS ,-.,..;-.' g 0- 1 -- - p--.A .- 1 • --0-.-:_-_-,. .,- 1- 1. .. •,], ,1 7.,,, 1 1 1'• .., d 1 --„• •• • • RECOMMENDED HOLD . i '11 IN r FROM EDGE OF 1:n.. • BRACING PANEL 3 .•.. 3 1 r • 4 :i A . ... . • , t i . g .• : ' t •. ..-'. 1"ii"i'I'[ 11 •. Ili11111 ITIIIINIIIJ Ili I rl 11' r I i-•••.-'HOMI7. -id -,"lii I I i • 'i i ii 11 —...---- ..01 .4 0. .1 • IN FIRST STORY OF . • • e • e e.• .r.• c . TWO-STORY BUILDINGS, .k. e. •• . 4% 40.: ..6. , .4 d, .4 O• 1' • SHALL HAVE AT LEAST THREE .• • '.. • '.- a '. .• # '.• a '. ANCHOR BOLTS,PLACED AT 7.-_--.41 ' i -LL -... - ii 1 I'IL 17 IL i I VI,l'i ONE-FIFTH POINTS , . 0, . .0, . d• I, . Pa . d• ••• ...45.: . .*0.....0. ../S.; ..0; ..d; .. ..• • '...*. L• '...'.• ... .• • '..;',• '.. ...a C •a C•a °,.....r..4 • 'a ' •• .4.6% — .4 16.:-.4 t• ., . 45, . .6% . 0•• .' .s.. a.. a... •... /... 0... O.. [ . .. o'A.. 4.'4.4 ..'0, ..A% ..D. ..0. .4 0. , . D•a SIMPSON UPLIFT .• • '.- • '.• • '.. • '.• • .• • STRAP .• . 0, . , . 0, . 45% . 0, . 0, . 0, . ....• ..‘ 4• ...• "' '''''• ••••• 4'.• 4'L• 3,000 POUNDS .. . 0, . • . 0, . 0, . •, . Pa . TWO ANCHOR BOLTS •• 0, . t, . 04. 2.1S•Tt 7 1 rn 124 ACCOADANCE WITH FIGURE R403.1(1)SILALL 1.: .•P; ..t.. ..t.: .4/5.; ."es.. ..o•.. i.. . a.: .4,5.: BE PROVIDED IN EACH PA-NEL. ANCHOR BLOTS SHALL BE PLACED AT PA.NEL QUARTER4C11. E 15P•S --raP 1.r›o------roM SCALE:1"=l'-0" POINTS o F Fou NI 0 All o r4 w A 1....L. . J BRACING • ....... ____41 • PANEL na:10 6 41.:TER,A71.BRACLD ll kl..1_?ACLS 4 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 REVIEWED FOR COQ) COMPLIANCE SPOKANE VALLEY Bo DING D SION 1 f; n.- -�" � Zg Kao Sd,cf�er0.1irti- Z� 5 d6-o.0a6 Com - (03 << A sS 3° 9co C3voro. • vik% E 20 S���o-v4e /C t\ ,Y Loo • V IrL/ y\S}‘,A3 t Ov�nlZ- C ° ,9 PLANNING DEPT. APPROVED I BY: J 4© 3�e DATE: ) /0 0 _ lotvL•