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2004, 08, 25 Permit App: BLD-04-07453 GarageSCITY Oro 4,1\1011% pokane 400Valley ,4k adai BUILDING PER IT APPLI ATION WOR' SHEET 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: 00 b 9 N Assessor's Tax Parcel Number(s): Legal Description: 311- PERMIT DESCRIPTION: ❑ Building Permit ❑ Change in Use El Grading D Manufactured Home Tenant Improvement ❑ Fire Safety ❑ Other ❑ Relocation OWNER/APPLICANT INFORMATION Owner: Vi j2GliLJi A /,v477S Phone: 9263 9(08 Fax: Address: ? g ! , E.crroN SPO KAA.iL 1,JR 99212 City State Zip Code ❑ Contractor: Phone: Address: Fax: City State Zip Code ❑ Applicant: �,gcic. Phone: q2.7. 011_3 Address: `79/.5 t. E. Rivercoay K c.Jcv 9921z - City State Zip Code ❑ Architect: Phone: Fax: Fax: Address: City - State WA State Contractor License #: Contact: Zip Code PERMIT/BUILDING INFORMATION I-LEIgHT TO PEAK >i f1ccc #e AZ ,c6 e DIMENISIONS: / ' LI X No # OF' STORES: MAIN FL09R TO SQ. FT4t y 2 FL R SQ. FTG: A UNFII4 BASEMENT SQ. FTG: VA- QA- FINISHED FINISHD BASEMENT SQ. FTG: Aifk- GARAGE SQ: DECK/COV�1PATIO SQ. FTG: OCCU ANCY� OUP: f,, ii ,1' -la wsI ( .,2Y�/ C�9NSRUCTION TYPE: D,alev1.5-i►oh�.r HEAT $O_ RCE: b # OFEDR O S: 6 TOTAL I -IA LE SPACE: IMPERVIOUS SURFACE AREA: COST PO.l WA ). - 30% SLOPES ON PROPERTY: CSEWE OR ON-SITE SEPTIC SYSTEM? MANUFACTURED HOME Width: Manufacturer: Length: Year: Pit Set: 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: Address: Phone: Fax: City State Inspector: Phone: Fax: Address: Zip City State Zip SPECIAL INSPECTIONS ❑ BOLTING ❑ CONCRETE Firm Name: ❑ REINFORCEMENT Phone:. Inspector(s): Fax: 0 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 0 Check ❑ Mastercard ❑ VISA ❑ Other Bankcard #: Expires: . VIN#: Authorized Signature: City of SPOKANE VALLEY BUILDINGSErwE HAVE: `` 11707 E. Sprauge Avenue, 14106, Spokane Valley, Washington 99206 - TK O KON TfrAlANO NE RESISTIVE o.".,.. O 5/8' TYPE IC GYP BOARD (HABITABLE SPACE ABOVE) OR ED FO• R p VAL.I. MPUANCE�+ G DIVISION O 1/2" GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEILING) 2 OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8', OR 20 MINUTE FIRE RATED DOORS. 7ollowing is a typical cros ection for a residential garage. It may or may not represent the proposed project. If you are using this etail as a portion ofyo plan submittal, please complete the requested information in the boxes provided on both sides ofthis sheet. L completed sheet .i ong with any additional information eds to be submitted with your application and be on site at the time of lspection. ENGINEERED TRUSS OR, ❑ RAFTER SIZE AND SPACING Ox ROOFING MATERIAL OA ( PAC GC .00FINE PAPER#15 MINIMUM ROOF EATHING TYPE o.c. HBO 3 1/ STUDS ATED SILL /2" X 9" CHO' TSQ6'0" C. " CONCRE S • . SIDING SOLID BLOCK' BETWEEN TRUSSES yi 4551 7 3 r I 4 REBAR i 12" ALTE 'd ATE FOUNDATION FOR ACC SORY BUILDINGS FROM 1000 SQ. FT. TO 3000 SQ. FT. OO el." Porihi s a lagi I EIP gNT Fa X 2D �Imv<z� Ar OnE -io i2i Soz D mm1,c-7 D fr,o a� DOUBLE TOP PLATE % Z = a0 nlii Cr?. GI) n19270TsZ 5- 11 rn C 0 a 3�z' v tnai rn rn m Y D Tnr r 6 U, f• rim mc_05 GI rA ,oz O.C. r-- — $ . o1 WALL HEIGHT 2X PRESSURE TREATED PLATE • TE: 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. entering a garage from t house mi 3/8" solid -•re or carry a i 20 minute fire rat] _ closing hinges required). Thes .mmo .11s must also be protec - - .n the garage side '' - 8" type gypsum sheathing. 6" min. • 11 " ogzi FOUNDATIOND� 1$" (Detached) 24" (Attached) 3 1/2" r CONCRETE SLAB 6" X 12" FOOTING SE -CTI ON AA ANCHOR B OLTS ]/2"X9" MINIMUM (7" CONCRETE) 6' O.C. OR APPROVED ANCHOR INSTALLED PER MANUFACTURER LTERNATE FOUNDATION (DETACHED UNDER 1000 SQ. FT.) 143110it.; Z3E1 "114 '10 00 4 .1 (40 D tf)1`4 •'Tv'404 .51Atie 3Z A mho siF `'6ii 10 ` v4 ice : R :)r 1,1!(.1 X1•74 A• ^Cif } i 51� `, i ...' C.�. _ • 0,13:w !f'' 11:L'.'Nf 11ilt • OUNDATION PLAN PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW BUILDING DIMENSIONS: ,2'5 /W x 36L GARAGE DOOR OPENING AND HEADER SIZE- 2- 9 Ix 7 Oo025 =-;U DILATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON E PLAN • a r L kl"- c1044V°' Ridge Line Width 2 L/ 9'w x 7 H 9'vv x 7'// r C L J J A Z- 30" Dove -30" Dooe ease note that while every effort is made to assure the accuracy of the information contained in this brochure it is not warranted for accuracy. its document is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investiga- m. For detailed information on a particular project, permit, or code requirementrefer directly to applicable file and/or code/regulatory documents or ,ntact the appropriate division or staff. (3455eS M -y TENN Mil TOP -ICS _ Form No. TT -077A Page 1 of 2 NARROW GARAGE WALL BRACING FOR ONE- AND TWO-STORY HOMES t4ew 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 Intemational 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 0 0 s r '0 • 'a v E L w 0 0 L IF S LLI H1 S d .a OLL UJ O L d - a ii io 0 mO u0co IcctxJW Z 5 Z Z m co Ow m O 0 W 0 r 2o n0 .1VI O a O tO WLZvi= } g at W J < m -__ice _�. =V 0 =W <J 0O au_ U W W _0 • Z JZF - OZ== 3 QS Q — 0 S.. F' F"'re ui WQ u] �XOQ zdz � "d 0`422W(Wp� S tn = 00<'.'c.6 ==11 WZ 1u_yI- _.Q W W D Y W LL d N 0 Z ) ONZU C� W O � 0NTc° XZ n. W CCzZ ~ V. H W Z Z J S U D S- �Z 0 Z Jim zoo -J 0 g Wa 3� 0 =�=o 0 1-7 =- °8110 b .� a-0 a C0 0.0 Jpm to �. Q 0- LL 10< ::::. Q X Z x LU zd ¢ a g x m z �. NZZre O 'm o- og a-ci u- x 0 W co m w2WZ ="_ .aLaU. N .0 < 0 c <0G 0EL0 z ccs80 Q U.� ua.Uau_ 3U-= "m • ti for the :pur a of is a true and correct aai. AR known property structures and easements indicated are wetlands, or other critical arias,