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2005, 03-22 Permit App: 05000853 GarageProject Number: 05000853 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Date: 03/22/2005 Page 1 of 2 Permit Use: 28 X 36 DETACHED GARAGE Setbacks: Front 20+ Left: 9+ Right: 10 Rear: 50+ Site Information: dzbg.,k Contact: PELLAND, ALBERT Address: 8622 E VALLEYWAY AVE C - S - Z: SPOKANE VALLEY, WA 99212 Phone: (509) 928-2874 Group Name: Project Name: Plat Key: 001132 Name: HARRINGTONS ADD TO HUTCHINSON District: Nort Parcel Number: 45184.1201 Block: SiteAddress: 8622 E VALLEYWAY AVE Location:: CSV Zoning: UR -3.5 Water District: Area: .00 Acres Nbr of Bldgs: 0 Review Information: Urban Residential 3.5 Lot: Owner: Name: PELLAND, ALBERT Address: 8622 E VALLEYWAY AVE SPOKANE VALLEY, WA 99212 Hold: ❑ Width: 165 Depth: 165 Right Of Way (ft): 0 Nbr of Dwellings: 1 Review Site Plan Review Plan Review Permits: Operator: K_C Printed By: K_C Released By:_. Print Date: 03/22/2005 Project Number: 05000853 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 03/22/2005 Contractor: OWNER Group: U-1 Total Area Building Height Stories Description GARAGE U-1 VB Type: 1008 22 1 V13 Building Permit Firm: OWNER Phone: (000) 000-0000 Building Characteristics Grp Type Notes Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLAN REVIEW STATE SURCHARGE This Application: Sq Ft Valuation 1,008 $19,152.00 Totals: 1,008 $19,152.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Notes: s amu. - STOP WORK - NO PERMIT FOR ROOM ADDITION/REMODEL 11/25/91 Page 2 of 2 Total Project: Sq Ft Valuation 1,008 $19,152.00 1,008 $19,152.00 Fee Amount $321.25 $80.31 $4.50 $406.06 Payment Summa Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $406.06 $406.06 $406.06 $406.06 $0.00 $406.06 $0.00 $406.06 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: K_C Printed By: K_C Print Date: 03/22/2005 s,e dVal ley BUILDING PERMIT APPLICATION WORKSHEET City of Spokane Valley Community Development Department Building Division 11707 E. Sprague Avenue, Suite 106 Spokane Valley, WA 99206 Phone: (509) 688-0036; Fax: (509) 688-0037 REQUIRED SITE INFORMATION Street Address: Assessor's Tax Parcel Number(s): Legal Description: 4 PERMIT DESCRIPTION: 0 Building Permit II Relocation ff/ff • /;7/ =/S/f J/'//7 / 7X /i/T/./ ,C / _s'7 /J//dfS f, (l Change in Use ❑ Grading Tenant Improvement ( 1 Fire Safety (l Manufactured Home f1 Other OWNER/APPLICANT INFORMATION XI Owner: /a/I'4.),0 Phone:Fax: Address: L, /e4-y�.47. City State Zip Code Contractor: c �cL4t7�Y0 II Applicant: zArJO Phone: V Fax: Address: WLCty Lr/9 City State Zip Code Architect: Phone: ,-2f;y Fax: Phone: Fax: Address: az P-/xy_ Address: 2,6N- wz /Of • ),E>Z/1 City State Zip Code City WA State Contractor License #: Contact: State Zip Code PERMIT/BUILDING INFORMATION HEIGHT TO PEAK. MAIN FLOOR TO SQ. FTG: /DOB FINISHED BASEMENT SQ. FTG: '"/rQ OCCUPANCY GROUP: 'y/i4' # OF BEDROOMS: (DtMENSIQNS; , # OF STORIES: Giv 2ND FLOOR SQ. FTG. UNFIN BASEMENT SO. FTG: GARAGE SQ. FTG: /gar DECK/COV. PATIO SQ. FTG. CONSTRUCTION TYPE: I HEAT SOURCE: A/aa D f;', //',o 2,e6 if/cN COST OF PROJECT: ao /S 400. TOTAL HABITABLE SPACE: /Mg' . 30% SLOPES ON PROPERTY: 4/49 IMPERVIOUS SURFACE AREA SEWER OR ON-SITE SEPTIC SYSTEM? A49A/4 MANUFACTURED HOME Width: Length: Year: Pit Set: Manufacturer: Previous Address: Proposed Use: RELOCATION FIRE SAFETY Fire Sprinkler: Tent: Valuation: Above/Underground Storage Tank Size: # of Heads: Fire Alarm: Paint Booth: Fireworks Display: Blasting: Date/Time: WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE Plans Examiner: Phone: Fax: Address: City State Inspector: Phone: Fax: Address: City Zip State Zip SPECIAL INSPECTIONS II BOLTING I -I CONCRETE Firm Name: ❑ REINFORCEMENT ( ) WELDING Phone: Inspector(s): Fax: 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 permit inure to t e properly ow r. Print Name �L-2X4/OSignature ll � fj'C � Method of Payment: (Faxed permit applications will only be accepted with major bankcard) n Cash n Check ❑ Mastercard ❑ VISA [ I Other Bankcard #: Expires: VIN#: 4uthorized Signature: 5 ` v 1�a E"' g/'lte ' illi ZONE ROA�ONp1 se: H ► FR CpM WEOr� ihig sib Plan is being submitted for the purpose true se o fobtisininaa but/ding and is a and rrectrept aen anon All kno propertybodies Orhave bi dao tsem, padsq and easements permit lvr nak Signed: Da are wetlands. critical areas. /.//:—//e/oly ly City of THE5E p SPOKANE VALLEY BUILDING DEPARA[ 11707 E. Sprauge Avenue, #106, Spok�pg Valley, Washington 99206 - Tel 509- c:A d0` 1 100f1 vOITO qQlfkg allowing is a typical cross-section for a residential garage. It may or may not represent the proposed project. If you Mail as a portion ofyourplan submittal, please complete the requested information in the boxes provided on both sides completed sheet, along with any aad tional information needs to be submitted with your application and be on site 5 ENGINEERED TRUSS OR, k Sr KE 921-1000 - Fax 509-921--1d[iP 9411 P' are using this ofthis sheet. at the time of spectionpROV1DE DIAGRAM ENGINES- ftlt1G LAYOUTS FOR ROOF TH1.1S` S. fit ANIS AND FLOOR SYSTt LMS PRIOR TO FRAMING u11�lr INSPRFuONG MATERIAL (� RAFTER SIZE AND SPACING O.C. OOFING PAPER #15 MINIMUM [WOE SHEATHING TYPE STUDS TREATED SI 1/2" X 9" HO .BOLTS ®6'0"O.C. 3 1/2" CONCRETE S SIDING (2) #4 REBAR TERNATE FOUNDATION CCESSORY BUILDINGS FRO 1000 SQ. FT. TO 3000 SQ. FT. 6" Diagonal wall bracing required on each corner and every 25 feet of wall. Walls within 3 feet of a property line or within 6 feet of a dwelling must be 1 hour rated. (5/8" type "X" gypsum sheathing on both sides of wall). Openings are not permitted in these walls. Garages over 3,000 sq. ft. require protection when closer than 20 feet to the property line. Parapets may be required. Doors entering a garage from the house must be 1 3/8" solid core or carry a 20 minute fire rating (self-closing hinges required). These common walls must also be protected on the garage side with 5/8" type 'x' gypsum sheathing. I 1 SOLID BLOCKI G BETWEEN TRUSSES L DOUBLE TOP PLATE WALL HEIGHT 411 2X {III II II11 I PRESSURE TREATED PLATE O.C. FOUN DAT]ON DEPTH 3 1/2" CONCRETE 7K:24" (Acrachcd) --\\----SLAB 6" : " FOOTIN ANCHOR BOLTS ]/2" X 9" MINIMUM (7" CONCRETE) 6' O.C. OR APPROVED ANCHOR INSTALLED PER MANUFACTURER 12" min. (2)#4 Rebar ATE OUNDATION (DETACHED UNDER 1000 SQ. FT.) FOUNDATION PLAN PROVIDE DIAGRAMS ANOENGINEER!VG LAYOUTS ROOF SSASEsBAD/NSPECMlONSF Mg PRIOR rp FRAMING PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW y BUILDING DIMENSIONS: V /`' GARAGE DOOR OPENING AND HEADER SIZE: f3)2?( I DIA al. INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND1DOORS ON THE PLAN Wk Ridge Line Width 1 A J PleabOte that while every effort is made to assure the accuracy of the information contained in this brochure it 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 investiga- tion. 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. Form TT -077A Figure 1. Recommended construction details for APA portal frame bracing without hold-downs EXTENT OF HEADER MIN. 3' X 11.25" NET HEADERr MAX. HEIGHT 10' 6' TO 18' 4 A FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16D SINKER NAILS AT 3" O.C. TYP. 1000 LB STRAP OPPOSITE SHEATHING MIN. (2) 2x4 FASTEN SHEATHING TO HEADER WITH 8D COMMON OR GALVANIZED BOX NAILS IN 3' GRID PATTERN AS SHOWN AND 3' 0.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP. WIDTH BASED ON 6:1 HEIGHT -TO -WIDTH RATIO: FOR 120" HEIGHT, MIN. WIDTH = 20", FOR 96" HEIGHT, MIN. WIDTH = 16', ETC. MIN. (2) 2x4 FOR A PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED, AND OCCUR WITHIN 24" OF MID -HEIGHT. ONE ROW OF TYP. SHEATHING -TO -FRAMING NAILING IS REQUIRED. IF 2X4 BLOCKING IS USED, THE 2X4'S MUST BE NAILED TOGETHER WITH 3 16D SINKERS MIN. 2"X2"X3/16' PLATE WASHER ANCHOR BOLT PER CODE FRONT ELEVATION 4A Page 2 of 2 SHEATHING FILLER IF NEEDED 16D SINKER NAILS IN 2 ROWS @ 3. O.C. 1000 LB HEADER STRAP 3/8" MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING MIN. 2x4 FRAMING TYP. 16D NAIL @ 24 IN. 0.C, 8D NAIL @ 6 IN. N O.C. IN ALL PANEL EDGES NOT PART OF PORTAL FRAME SECTION A -A SIDE ELEVATION 7011 South 19th Street • P.O. Box 11700 • Tacoma, WA 98411-0700 Telephone: (253) 565-6600 • Fax Number: (253) 565-7265 FRAMING FOR GYPSUM WALL BOARD (OPTIONAL) PORTAL FRAME WALL SEGMENT TYP. CORNER FRAMING DETAIL S (14,4-y "" TECHNICHL 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 98411-0700 Telephone: (253) 565-6600 • Fax Number: (253) 565-7265