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2005, 05-16 Permit App: 05001587 Garage AdditionBUILDING PERMIT APPLICATION WORKSHEET 3poKacrn City of Spokane Valley Community Development Department neBuilding Division Valley 11707 E. Sprague Avenue, Suite 106 Spokane Valley, WA 99206 4;0*$ Phone; 509 688-0036• Fax: 509 688-0037 REQUIRED SITE INFORMATION Street Address:__.5-� /_�p,4lis"�c�r Assessor's Tax Parcel Number(s): Legal Description: PERMIT DESCRIPTION:r��; eIcly �r ❑ Building Permit ❑ Change in Use ❑ Grading ❑ Manufactured Home ❑ Relocation ❑ Tenant Improvement ❑ Fire Safety ❑ Other OWNER/APPLICANT INFORMATION ❑ Owner: ,6c x011w4c� Sc.l�u l� Phone: 9/-5" '/ Fax: Address: ; 311.2 On f iia //e i tJ c;, r 1 Cify State Zip Code ❑ Contractor: Phone: Fax: Address: City State Zip Code WA State Contractor License #: Spokane Valley Bus. Liscense #: Applicant: Phone: Address: city ❑ Architect: Phone: Address: Fax: State Zip Code Fax: city State Zip Code Contact: Contact: PERMIT/BUILDING INFORMATION HEIGHT TO PEAK: DIMENSIONS: # OF STORIES: MAIN FLOOR TO SQ. FTG: 2Nu FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: aar„ 3y5 OCCUPANCY GROUP: STRUCTI 1 TYPE: rTO HEAT SOURCE: # OF BEDROOMS: TAL HABITABLE SPACE: IMPERVIOUS SURFACE AREA: COST OF PROJECT: 30% SLOPES ON PROPERTY: SEWER OR ON-SITE SEPTIC SYSTEM? Width: Manufacturer: Previous Address: Proposed Use: _ Fire Sprinkler: Tent: Valuation: Length: MANUFACTURED HOME Year: ° Pit Set: RELOCATION FIRE SAFETY # of Heads: Fire Alarm: Fireworks Display: Blasting: Above/Underground Storage Tank Size: Paint Booth: Date/Time: WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE Plans Examiner: Address: Inspector: Address: Phone: Fax: city State Phone: Fax: city SPECIAL INSPECTIONS ❑ BOLTING ❑ CONCRETE Firm Name: Inspector(s): ❑ REINFORCEMENT Phone: State Fax: Zip Zip ❑ WELDING 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 the property owner. Print Name Signature Method of Payment: (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard Bankcard #: Authorized Signature: Expires: ❑ VISA ❑ Other VIN#: City of SPOKANE VALLEY BUILDING DEPARTMENT 11707 E. Sprague Avenue #106, Spokane Valley, Washington 99206 - Tel 509-688-0030" - 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 the boxes provided on both sides of this sheet This completed sheet, along with any additional information needs to be submitted with your apltication and be on site at the time of inspection. PROTECTION AND OPENINGS BETWEEN DWELLINGS AND PRNATE GARAGES SHALL HAVE: 1) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: ' 518' TYPE "X" GYP BOARD (HABITABLE SPACE ABOVE) 112" GYP BOARD (RESIDENCE/ATTIC, FLOORICEILING) 2) OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318', OR 20 MINUTE FIRE RATED DOORS. ALTERNATE FOUNDATION FOR ACCESSORY BUILDINGS FROM 400 SQ. FT. TO 3000 SQ. FT. SECTION A -A vi - r 24" MIN (2).94 REBAR II 'MIN. "MIN. :BAA NOTE: Diagonal wall bracing required on each comer 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. (518" 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. ENGINEERED TRUSS OR RAFTER SIZE AND SPACING x @ O.C. ROOFING MATERIAL ROOFING WER 15 -i ROOF S�EATHING /r,r�(� SOLID BLOCKING BETWEEN.TRUSSES WALL SHEATHING 6' MIN. 1 24" MIN. 6' MIN.— rt t�rVt� ra DOUBLE TOP PLATE 2x r7a O.C. PRESSURE TREATED SOLE PLATE 3-1/2' CONCRETE SLAB ANCHOR BOLTS 1/2"x9' MIN. • (7' INTO CONCRETE) 6'0. C. OR APPROVED 2' ANCHOR INSTALLED NG y -=.,,PER MANUFACTURER. GO M F�lk Nes r.es r^; nc ea�9P'CfSi E FOUNDATION PLAN PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW. BUILDING DIMENSIONS: GARAGE OPENING AND HEADER SIZE: INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN. WIDTH '- RIDGE LICE 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 code/regulatory documents or contact the appropriate division. 0 APA 1EC�N - C�E �flPIC� r 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 r 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 Form TT -077A Figure 1. Recommended construction details for APA portal frame bracing without hold-downs EXTENT OF HEADER � A MAX. HEIGHT 10' MIN. W X 11.25' NET HEADER 6' TO 18' 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" O.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 -4 A Page 2 of 2 SHEATHING FILLER F NEEDED 6D SINKER NAILS IN ROWS @ 3" O.C. 1000 L4 HEADER STRAP "MIN. THICKNESS WOOD RUCTURAL PANEL EATHING 2x4 FRAMING TYP. SECTION A -A SIDE ELEVATION CORNER FRAMING DETAIL THESE PLANS MUST BE KEPT • 7011 South 19th Street • P.O. Box 11700 • Tacoma, WA 98411-0700 ON THE JOB SITE Telephone: (253) 565-6600 • Fax Number: (253) 565-7265 FRAMING FOR 16D NAIL @ 24 GYPSUM WALL IN. O.C. BOARD (OPTIONAL) 8D NAIL @ 6 IN. O.C. IN ALL PANEL EDGES NOT PART OF PORTAL FRAME PORTAL FRAME WALL SEGMENT TYP. SECTION A -A SIDE ELEVATION CORNER FRAMING DETAIL THESE PLANS MUST BE KEPT • 7011 South 19th Street • P.O. Box 11700 • Tacoma, WA 98411-0700 ON THE JOB SITE Telephone: (253) 565-6600 • Fax Number: (253) 565-7265 •(` _ " •,w'v' DUHHD USED FOR INTERIOR BRACED WALL PROVIDE DIAGRAMS AND CONSTRUCTION SHALL BE ENGINEERING LAYOUTS FOR FASTENED NO FURTHER ROOF TRLISSFS BEAMS AND THAN 711 O C FLOOR SYS7L-MS PRIOR TO FRAMING de INSPECTIONS A l7k C .4! 61 .+'1')1' .x , r �� f_. - BRACED WALL PANELS TO COMPLY TO IRC SECTIONS 602.10.3 & 602.10.5 rOUNOATiOfil WALLS - 3000 # PSI ,SLABS, GARAGES, CARPORTS & PORCHES - 3500 # PSI 4i� I�1CR�T� i0 CD�p�-Y YO IRC TA��E C� AI, L- FOOTINGS MUST BE CONTINUOUS 'Tie-in new f "W�0".i s�cisting. Extend horbo-MM 04 bog 3 inches into stemwall 3�*dft k to foOng. Pads with q�erM grout, THESE PLANS UST BE KEPT ^Kl ,run 1 10 C`rrI7 WHEN INTERIOR ALTERATMS, REPAIRS OR ADDITIONS REOUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING DWELLINGS, THE DWELLING UNIT SHALL SE PROVED WITH SMOKE ALARMS LOCATED AS REOLVAEO FOR NEW DWELLINGS. has not sur:?y^d !h^_ p`?""^•; ;<^trhPd. TM Company T1h• !-r the purpost The e:ca,h '. ,••.. ......... _3umcs no as;iS`.a{ -:jow ALL Mtllih/ for i-,_.-_ .. - sr_id Dlemises. --- ,- ;:iio::ting highways, roaca 3%1 a�se:7ca'-_ --, . roUNo V2• WaAN - - - 3 80-47'05'9 1332.73 •"_r sl' �^'•"'� IOINO MUSS MONIJ• fNr n 2q I 1:110 I SSiY',� sews 0 N.1 .r No �. 709 M P-- 141• fll:�, .. .: .•, ..E Qi 1 StOra:ir .4e•fT.1«slt 213 5( W4r frt N f7. 1ry4rw r. I �•nl"'al 3Ubf .r t"h. 709 M 30 H•tl. r. I S88.51.31'E 633.13 560•. 39.84 r. r- gals 113.00 00.00 a000 80.00 90-00 00.00 a r. I ► $' w w w r w -4 r. 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