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2005, 03-04 Permit App: 05000685 Garage Addition Project Number: 05000685 Inv: 1 Application Date: 03/04/2005 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information. ''s..^.^.m. Permit Use: 12'6 X 24'GARAGE ADDITION Contact: WEBER,GARY Address: 14205 E 24TH AVE C-S-Z: SPOKANE VALLEY,WA 99037 Setbacks:Front 42 Left: NA Right: 4 Rear: 61 Phone: (509)999-9677 Group Name: Project Name: Site Information: Plat Key: 000668 Name: EARLY DAWN 01ST ADD District: F Parcel Number: 45262.1817 Block: Lot: SiteAddress: 14205 E 24TH AVE Owner:Name: WEBER,GARY Address: 14205 E 24TH AVE Location::CSV SPOKANE VALLEY,WA 99037 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: .00 Acres Width: 98 Depth: 127 Right Of Way(ft): 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review In ormation: _ --traA:VM, , AW MOVORM Review Site Plan Review I Released By: `"+ r( Plan Review Released By: ' " eeti ' 4.5 Operator: DMD Printed By: DMD Print Date: 03/04/2005 Project Number: 05000685 Inv: 1 Application Date: 03/04/2005 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 Building Characteristics Group: U-1 Type: VB Total Area 302 Building Height 14 Stories 1 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation GARAGE U-1 VB 302 $5,738.00 302 $5,738.00 Totals: 302 $5,738.00 302 $5,738.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $125.25 STATE SURCHARGE 1 SELECT $4.50 RESIDENTIAL PLAN REVIEW 1 SELECT $50.10 Permit Total Fees: $179.85 Payment Summary' -4E1Trzr_ � Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $179.85 $179.85 $0.00 $179.85 $179.85 $179.85 $0.00 $179.85 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: DMD Printed By: DMD Print Date: 03/04/2005 BUILDING PERMIT APPLICATION WORKSHEET • SIiikane CC fIlY Valley Community Development Department Building Division 40, ,ry ��, ;i 11707 E. Sprague Avenue, Suite 106 able ar '� Spokane Valley, WA 99206 3 hone: (509) 688-0036; Fax: (509) 688-0037 oMOi. ThQN REQUIRED SITE INFORMATION $05" Co a/ Street Address: "4 .CSS E 7 L 4'`^ \\.1e Assessor's Tax Parcel Number(s): Legal Description: PERMIT DESCRIPTION: `...: . `1,:i`c;A,_--, C — \/t C "X 24 0Arta . Building Permit . n Change in Use n Grading CManufactured Home I j Relocation n Tenant Improvement n Fire Safety n Other OWNER/APPLICANT INFORMATION [S, Owner: .'1cicu C,.)� -e:c" ❑ Applicant: ,`tf `, e. Phone: ggq-q' ,t- i Fax: Phone: Fax: Address: \1 . O 5 E -.?„,4.:s'--- Address: . ' SpO . ,e.\) \e(A . 7; City State'"' Zip Code City State Zip Code n Contractor: I I Architect: Phone: Fax: Phone: Fax: Address: Address: City State Zip Code City State Zip Code WA State Contractor License #: Contact: PERMIT/BUILDING INFORMATION HEIGHT TO P\EAAK. DIMENSIONS: `,Z v(i 1, Z4. #OF STORIES: 42 MAIN FLOOR TO SQ. FTG: 2 FLOOR . / UNFIN BASEMENT SQ. FTG: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: .r30 2. ,4 DECK/COV. PATIO SQ. FTG: OCCUPANCY GROUP: CONSTRUCTION TYPE: HEAT SOURCE: # OF BEDROOMS: TOTAL HABITABLE SPACE: IMPERVIOUS SURFACE AREA: COST OF PROJECT:3' :'-''. 30% SLOPES ON PROPERTY: SEWER OR ON-SITE SEPTIC :' ,(1)0 0 SYSTEM? e we E v. -71 L MANUFACTURED HOME • Width: Length: Year: Pit Set: Manufacturer: RELOCATION Previous Address: Proposed Use: FIRE SAFETY Fire Sprinkler: # of Heads: Fire Alarm: Paint Booth: Tent: Fireworks Display: Blasting: Date/Time: Valuation: Above/Underground Storage Tank Size: WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE Plans Examiner: Phone: Fax: Address: City State Zip Inspector: Phone: ;Fax: Address: City State Zip SPECIAL INSPECTIONS BOLTING I I CONCRETE 1 1 REINFORCEMENT n WELDING Firm Name: Phone: Fax: Inspector(s): • 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. Ownership of resulting development rights granted by any issued permitinure ure to the property owner. Print Name C\.�` � r Signature Method of Payment: (Faxed permit applications will only be accepted with major bankcard) Il Cash fl Check E Mastercard ❑ VISA ❑ Other Bankcard #: Expires: VIN#: Authorized Signature: • - City of SPOKANE VALLEY BUILDING DEPARTMENT • 11707 E.Sprauge Avenue,#106,Spokane Valley,Washington 99206 0ANteE961A ng -921-1008 ENGINEERING LAYOUTS-FOR •ROOF TRUSSES,BEAMS AND. FLOOR SYSTEMS PRIOR TO FRAMING 1/8" GAPBRACED WALL PANELS INSPECTIONS BETWEEN StIEE""I Cis TO COMPLY TO IRC allowing is a typical cross-section for a residential garage.It may or may not represent thc proposed project.If you arc using this :tail as a portion ofyourplan submittal,please complete thc requested information in the boxes provided on both sides of this sheet. completed sheet,along with any additional information needs tobe'submitted with your application and be on site at the time of spection. NENGINEERED TRUSS OR, ❑RAFTER SIZE AND SPACING ElX @ O.C. ROOFING MATERIAL am-19Q%'\:16..or‘ k-_, , fp DOPING PAPER#15 MINIMUM -.\5 --c• \-�-1.00F SHEATHING TYPE i/,c) I 4er \� iv 001 ` STUDS . SOLID BLOCK' G DOUBLE TOP PLATE TREATED SILL ,.$ 1/2"X 9"ANCHO WALL HEIGHT)BOLTS®60OC ;.S1/ : _ • &PORCHPORCHES-2 500#PSI 6- \ Ii ��,� :.r . I -.�2X 4, @ 1, O.C. to .•.•,..-.•:: SIDING 3/$',Ty „\ I PRESSURE (2)#4 REBAR 1. 1I . . TREATED PLATE ANCHOR8OLTS ALTERNATE FOUNDATION FOR �-�r ACCESSORY BUILDINGS FROM ]/2"x 9" 1000 SQ.FT.TO 3000 SQ.FT. -f• If''�' 'MINIMUM (7" •is6"min. TOTE: MI=---All �A I� 4.-'49CONCRETE)&' ryD . O . Diagonal wall bracing required on --1111 "'�'�~ l o.c. OR each corner and every 25 feet of wall. FOUNDATIO�NDEPTH --''"i " / 3 1/2" • APPROVED . Walls within 3 feet of a property line or 18"(Detached) CONCRETE ANCHOR within 6 feet of a dwelling must be 1 hour .' I �24"(Attached) .•....._.._) SLAB INSTALLED PER rated. (5/8"type "X"gypsum sheathing on both sides of wall). Openings are not • 6"X 12"FOOTING MANUFACTURER permitted in these walls.Garages over SECTION AA 3,000 sq.ft.require protection whe ,:i 0, , . —atr-- closer than 20 feet to the property lin Parapets may be requir_i r • - CODE CO PLIANCE , Doors entering a garage ::�'?' � all r. ' • 1 N 6" min. ALTERNATE 2 • 4 ' -' l_� FOUNDATION house must be 1 3/8 so .:„..:� IIq=1111 (DETACHED i 20 minute fire rating(se -c osing hinges _�rl • „,,....7. �(Il , „ UNDER 1000 ' required). These common walls must also _ . � '�I _12 min. SQ FT.) be protected on the garage side with 5/8” 12" — (2) #4 Rebar type'x' gypsum sheathing. ,- — . CONCRETE TO COMPLY TO`IRC TABLE 404.t.1(1) At OOTINGS MUST BE CONTINUOUS Form TT-077A Page 2 of 2 Figure 1. Recommended construction details for APA portal frame bracing without hold-downs rEXTENT OF HEADER r ��, a4 A f\ \ •k ,. t r c°£ ,, r [ . ti3m r' ra. y,�£ '' 4�{ ,sr SHEATHING FILLER '▪[`)�� 3 -'MIN.3 X1 1 25 NET HEADER;;41, ,, .. r �r ' x IF NEEDED R'. i:i 1 6'TO 18' I1 �I It 16D SINKER NAILS IN ••I ` II 2ROWS@9"O.C. I I FASTEN TOP PLATE TO HEADER WITH TWO i =' ROWS OF 16D SINKER NAILS AT 3"O.C.TYP. !• ..I ,1. •1• 1000 LB HEADER STRAP MIN.(2)2x4 .. 1 1000 LB STRAP OPPOSITE SHEATHING I I I: II • •I I,1. FASTEN SHEATHING TO HEADER WITH BD ••1I I.�. 1 • COMMON OR GALVANIZED BOX NAILS IN 3'GRID ••� MAX. ••I •�' PATTERN AS SHOWN AND 3"O.C.IN ALL I•I• 3/8"MIN.THICKNESS WOOD HEIGHT ..1 I:I• I" STRUCTURAL PANEL 10' FRAMING(STUDS,BLOCKING,AND SILLS)TYP. Ir• : : 1-1.: I I•• SHEATHING •.1 1.1. WIDTH BASED ON 6:1 HEIGHT-TO-WIDTH RATIO: 1 FOR 120"HEIGHT,MIN.WIDTH=20',FOR 96"••• � �• HEIGHT,MIN.WIDTH=16",ETC. MIN.2x4 FRAMING TYP. • I•1•----- MIN.(2)2x4 I If •'• I j.1 FOR A PANEL SPLICE(IF NEEDED),PANEL EDGES SHALL BE ,1, - FRAMING FOR ••� i• BLOCKED,AND OCCUR WITHIN 24"OF MID-HEIGHT.ONE ROW .l •• 1,. OF TYP.SHEATHING-TO-FRAMING NAILING IS REQUIRED. •I I I. 16D NAIL @ 24 GYPSUM WALL II 1•I BOARD •• IF 2X4 BLOCKING IS USED,THE 2X4'S MUST BE NAILED '." IN.O.C. ••• 1 (•• TOGETHER WITH 3 16D SINKERS • (OPTIONAL) d 4 MIN.2"X2"X3/16"PLATE WASHER ' 'an'�: - 8D NAIL @ 6 IN. NW, '‘'.::4145,i07,=:%; : f , O.C.IN ALL £r� ANCHOR BOLT PER CODEIi� )' PANEL EDGES ' ��z�� a w <, T u '71:,'4,' :��k>t Jt NOT PART OF . X-01 ;.r� j W_r,x o-�sPiL z" ri ',rc' '..� . . . fK, " ' '`' 1t, PORTAL FRAME PORTAL FRAME WALL SEGMENT TYP. �0 ``� ". ._r �`� C a 4 A SECTION A-A FRONT ELEVATION SIDE ELEVATION CORNER FRAMING DETAIL 7011 South 19th Street•P.O.Box 11700•Tacoma,WA 98411-0700 Telephone: (253)565-6600•Fax Number: (253)565-7265 r (//d...yo7Arcy. 2 wongoOrisocAPA - TECNNIEn TOPICS Form No.TT-077A Page 1 of 2 NARROW GARAGE WALL BRACING FOR ONE- AND TWO-STORY HOMES New portal frame designs, developed by APA, have been tested to show bracing performance that is comparable to existing code-permitted bracing for residential structures (APA Technical Topic TT-073). There is a frequent desire to use narrow wall designs without hold-downs at garage door openings. According to the code, in the lower seismic regions of the U.S., 24-in. narrow wall designs can currently be applied with no hold-down devices when the home is fully sheathed with wood structural panels (see Section R602.10.5 of the 2003 International Residential Code). One drawback, however, is the one-story limitation for this application (see IRC Table R602.10.5 footnote b). The limitation represents a significant restriction since many dwellings have a second story over the garage. APA conducted a series of tests to justify expanding no-hold-down portal frame application recommendations to two-story dwellings, where the portal frame is applied to the first story in a fully sheathed structure in areas with low seismic risk (APA, 2003). Results of this test program show that 16-in.-wide portal frame designs, with a 6:1 height-to-width ratio as measured at the vertical wall segment, performed comparably to wall bracing systems currently accepted in the IRC for use in any of three stories of a fully sheathed structure. APA tests show that the portal frame segment depicted in Figure 1 provides bracing-level performance that is comparable to IRC bracing permitted under multiple stories. Use of the detail shown in Figure 1, however, should be limited as follows: • Use next to garage door openings only. • Apply to the first story in residences of up to two stories. • Completely sheath the structure with wood structural panels and use wall corner detailing as shown in Figure 1, per IRC Section R602.10.5. • Use only in Seismic Design Categories A-C, and limit to wind speed regions in accordance with the general conventional construction limitations stated in the IRC. References APA, 2003. Testing a Portal Frame Design For Use as Bracing in Fully Sheathed Structures. APA ReportT2003-48. APA—The Engineered Wood Association. Tacoma, WA. Technical Services Division November 2003 ©2003 APA-The Engineered Wood Association Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used,it cannot accept responsibility of product performance or designs as actually constructed. Consult your local jurisdiction or design professional to assure compliance with code,construction,and performance requirements. 7011 South 19th Street•Tacoma,WA 98411-0700 Telephone: (253)565-6600•Fax Number: (253)565-7265 ___-___-_________ , ! | | / ' | /_� ` | I | �__ . __ � | /-v1�� \ � N ` | ___ ___ _ __ ���_L��\�� �] ~ \ '' �Z - \ \ I ' L-^' . E a a / PfrANNWG ter. VED This site plan is being submitted for the purpose of EIY:_kddi obtaining a building permit and is a true and correct representation of the proposal. All known property / Tines/dimensions,curb lines,structures and easements �+ SATE�� '4 !�� have been identified. Also indicated are wetlands, CJ ...�,�.,�� bodieso water, steep slopes or r critical areas. Signed: s r • Date: Wbc ,j, 1G >IS . 2 T- F . 1..��-re 41 6/' C r a eG 0 e � , ., r- zot1 e- 2A' ›i< ,`Z' C. vzx ‘sk-‘, s -a.Ok�5 2d. 2 `-eve\ 4 4 1 . .//z/ i Z S-%dewa\Kir A 2/ s? q�OseA Dr\VevJaj ,Sew�''e j7---- 2A-3`\` p,Ve �'