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2006, 08-16 Permit App 06003134 Carport Conversion
Project Number: 06003134 Inv: 1 Application Date: 8/9/2006 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Page I of 2 160 Permit Use: convert carport to GARAGE/REROOF HOME Contact: BERTZ, LARRY L & SUSAN J Address: 2711 N COLEMAN RD C - S - Z: SPOKANE, WA 99212 Setbacks: Front Left: Right: Rear: Phone: (509) 9274949 Group Name: Site Information: Project Name: Plat Key: Name: ORCHARD AVE ADD TR 1-228 District: Nort Parcel Number: 35121.3301 Block: Lot SiteAddress: 2711 N COLEMAN RD Location:: CSV Zoning: UR -3.5 Urban Residential 3.5 Water District: Area: 9,270 Sq Ft Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Building Plan Review Driveway/Approach Landuse/Zoning/HE Conditions Permits: Owner: Name: BERTZ, LARRY L & SUSAN J Address: 2711 N COLEMAN RD SPOKANE, WA 99212 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Released By: (... Released By { �K Released By. a4 tx� - - ` Released By: Building Permit — - — - -- Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Operator: AMB Printed By: AMB Print Date: 8/9/2006 AZ Community Development Permit Center 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)698-0037 www.s kanev Ile 2 Residential Constructioh Permit Application I D. SITE ADDRESS ZZ/N• ASSESSORS PARCELNO:.j�LI.21. 330/ PERMIT NUMBER:_61 PERMIT FEE: I! �I New Construction Addition/Remodel Other: ❑ Accessory Bldg ❑ Deck LEGAL DESCRIPTION: 77 Acr- /d �I Building Owner. - _ Contractor: Name:Name: / 3d� xi7 Address: A9, Address: City: State: Zip:a City: State: Zip: Phone: 9� _ 9 Fax: Phone: Fax: V4 Contractor Lic No: Exp Date: Contact -Person � City Business Lic. No: Name: 30% SLOPES ON _ Phone: -,-.2w 9W7-419449 Describe the scope of work in detail: Cost of Project: $ � 6'a,eAC_t r4A7— ,..,.t /e.,.•ifo N/A if not annitcaltl el********************** HEIGHT TO PEAK: DIMENSIONS: # OF STORIES: TOTAL HA (TABLE SPACE: / 3d� xi7 Z •N" 1 MAIN FLOOR T SQ. 2 FLOOR SQ. FT UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG ' _ 1r�J��{ V4 AREA: FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG PROPERTY: # OF BEDR MS: CONSTRUCTION TYPE: HEAT RCE: SEWER OR SEPT] �/!'7/L &"CCv-) 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 pennit 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. / Signatu /�iLt� (� ��/I' Date 8' 8'0fo Method o men L_ / ❑ Cash ❑ Check ❑ Mastercard ❑ VISA Bankcard #: Expires: VIN#: Authorized Signature: REVISED &252005 PO ne VaHey 11707 E Sprague Ave suite 1D5 ♦ Spokane Valley WA 992D5 509.921.1DDD ♦ Fax 5D9.921.10D6 ♦ dtyhallespokanevalley.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 data. ❑ 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. ❑ 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. ❑ 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. O Smoke detector locations ❑ 22' X 30" attic access location ❑ 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 ❑ Foundation plan ❑ Insulation information 08/10/2006 06:32 5093241567 SRHD EH9 TO 3241567 P.01iO3 rNua uliui AUC. Po10 2006 0901 FR ProjectNud)(r. 06003134 Inv:I Application Dau: 81913006 Page 1 of 2 THIS IS NOT A PERMIT Penalties wHI be assessed for commencing work without a permit Proieot 710 •m n: Contact: HERTZ. LARRY L &SUSAN J Permit Usc: convert carport to GARACLIMROOF HOME Address. 2711 N COLEMAN RD C • S - Z: SPOKANE, WA 99212 Setbacks: "on' I,eR: Right: Rear: phone: (509)927-4949 Group Name: Project Name: Sitz r �itttfon: District: Nort PLt lcey Name: ORCHARD AVE ADD TR 1-228 _ Pnrccl'lumber: 35121.336 1 Block: Lot: : i eeAddress: 2711 N COLEMAN RD Location:: CSV Zoning: UR -3S Urban Residential 3.9 Water DistAce Area: 9,270 Sq Ft Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Owner: Name: BERTZ, LARRY L & SUSAN J Address: 2711 N COLEMAN RD SPOKAN& wA 99212 Hold: ❑ Depth: 0 Right Of Way (A): 0 Reviewlih� tf _ Revit v Bulb 6 a6 Plan Review Dtireway/Approach Lan lttselZoninglHE Conditions Sew f�iew Perini ,e — - dn/lding Peradt Contmutcr. OWNER Firm OWNER Phone: (000) 0000000 Opt n tcr: AMB Printed By: AMB Print Date: 8/9/2006 AUG 10 2006 09:52 5093241567 PAGE.01 a M"N /rN LoT �X/sr7�u� F�XIcC �D I, 1 I I I I 1 y/ri�r/x� 3-2 � - 26 /03' tau s— dc liy7AiQ x&7-7-�4 m PI Y • 5/r TYPE 'X^GYP S ❑ 1/2"GYP BOARD IH tD tHAOa Tai= sPA,:E ABOVE)OR nr't A 00R/CEILING) i ';;n; Rt .iL)ENCESHALLBE NEL✓ /--) i '940PA=a:- -V �. - S woo0 f 2aM 4 o7X� 2�`oL Q O .o CO Y+i H •� �3 a M y CG O N p" C> W O Q' N � O Cl) 00 00 a cq p N G q bA �-WOOD c- /b�os,� .SR'tEnNr e�P .eoo� 0 ! „ �� Q C cx/STin.,G S.4 ��4 Li t - S woo0 f 2aM 4 o7X� 2�`oL Q O .o CO Y+i H •� �3 a M y CG O N p" C> W O Q' N � O Cl) 00 00 a cq p N G q bA �-WOOD c- /b�os,� .SR'tEnNr e�P .eoo� 0 City of SPOKANE VALLEY BUILDING DEPARTMENT 11707 E. Sprague Avenue #106. Spokane Valley, Washington 99206 - Tel 509-666-0036 -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 ft boxes provided on both sides of this sheet This completed sheet, along with any additional information needs to be submitted with your aplAration and be on site at the time of inspection. PROTECTION AND OPENINGS BETWEEN DWELLINGS AND PRIVATE GARAGES SHALL HAVE: 1) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: • SW TYPE W GYP BOARD (HABITABLE SPACE ABOVE) • 12' GYP BOARD (RESIDENCEJATTIC, FLOOR/CEIUNG) 2) OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8', OR 20 MINUTE FIRE RATED DOORS. ALTERNATE FOUNDATION FOR ACCESSORY BUILDINGS FROM 400 SQ. FT. TO 3000 S2 FT. SECTION A -A CONCRETE TO COMPLY TO IRC TABLE 404.1.1 (1) (2w ,.• r 24' MIN. J FOUNDATION WALLS - 3000 # PSI SLABS, GARAG S, CARPORTS & PO ES - 3500 +It PSI NOTE: Diagonal wall bracing required on each comer and every 25 feel of well. Wallis within 3 feet of a property fine or within 6 feet of a dwelling must be 1 hour rated. (518* type W gypsum sheathing on both sides of watt). Openings are not permitted in these wafts. Garages over 3,000 sq. R require protection when closer than 20 feet to the property fine. Parapets may be required. ENGINEERED TRUSS OR RAFTER SIZE AND SPACING 9'h x zo /6 O.G. iQF Or ROOFING MATERIALS ROOFING PAPER ROOF SHEATHING SOLID BLOCKING, BETWEEN.TRUSSES WALL SHEATHING-� 6' MIN. 6' MIN. r -•� ''. 24"MIN. 24' MIN. 6' MIN. I-1Y� (2)€4REBAR 6"x12' FOOTING 1-7e,uo rwon.vf�? w-+<<-- 6 "w, ,Le- ALL FOOTINGS MUST BE CONTINUOUS DOUBLE TOP PLATE WALL HEIGHT � � 2x 6 @ Z�O.C. PRESSURETREATED /-SOLE PLATE 3-1(- /Z' CONCRETE SLAB AN OR BOLTS 12 MIN. Cr INTO CONCRETE) 6'0. C. OR APPROVED ANCHOR INSTALLED PER MANUFACTURER FOUNDATION PLAN PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW. BUILDING DIMENSIONS: Z6 X / %7 GARAGE OPENING AND HEADER SIZE: x INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN. RIDGE I i I I I I I I �Mnm WIDTH � I I I I i i I I — i i i � I I I I I I I � I I I i � � I I I I i i I I — i i i � I I 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 codelregulatory documents or contact the appropriate division. CN 2 G / E LL v ;§ C) ! § 7 \c § 2§ § k\�0 w� Mw kk2 ) ^�w§ �8 ;■ ) 7k( ! §°)Z\ z ;§ C) ) 7 k\�0 Mw ^�w§ �8 )) ;f2� §°)Z\ z Z ) \\ co < f APA TECHNIC0 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 comer 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 Report T2003-48. 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 96411-0700 Telephone: (253) 565-6600 • Fax Number. (253) 565-7265 awnTi", %?NIA91 3sxn� �; aur Hie+w UWAq 30 -s 'Al4a JNIr2Uli M�3TA jR. W#1 W„ 1131MU0l VT ri M 06 0-0-Z£ 0-0-9£ O w w N 0 0 0 N N w 8.LO.0 CLO. 01 00 ac, 0 00000 ti f,10' 5 C) C C V M O N N N O cc C) N N W d N 0 J>N>N.-.�+C 0000000 a mr—�—mmF-m0 PROVIDE DIAGRAMS AND FNGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS WHEN INTERIOR ALTERATIONS, REPAIRS OR ADDITIONS RL OUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING DWELLINGS. THE DWELLING UNIT SHALL SE PROVIDED WITH SMOKE ALARMS LOCATED AS REOUIRED FOR NEW DWELLINGS. CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS �Y SPOKANE DVALLLEY BUD ��G VISIONS