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2013, 11-18 Permit App: BLD-2013-2385 GarageCommunity Development Department Permit Center Spokane Spokane Valley, WA 99206 11703 East Sprague Avenue, Suite B-3 Tel: 509) 688-0036 leyFax: (509) 688-0037 (Staff Use Only) PERMIT NUMBER: PERMIT FEE: permitcenter@spokanevallev.orgp_ v-0/ .kt(1.0(erri-i 6ti( PERMIT APPLICATION Et OTHER X� SITE ADDRESS: ,€'f 7 J)o M'1'.( 0 t4.1 PA ASSESSORS PARCEL NO.: _5-5083 , g0/00 LEGAL DESCRIPTION: f "/Z'2, M651 /X)410 BUILDING OWNER NAME: t NAME: ADDRESS: /94 9J G-ev r1 VaviG ti I A env' Cm: STATE: ZIP: PHONE: 5-oq— -z2-co-3$&.S Fax: CELL: CONTACT NAME: VI svd IY\ vti PHONE: .01 -95 3- - 372 FAX: CELL: CONTRACTOR NAME: /hi55/0!4 INA int15 LAG (Clitd t9iiher-) MAILING ADDRESS: /51/5 E, c,,N,&f Ot CITY: PHONE: 5fakape. 'knee.? 5-0(7-7s.3 Z �� CONTRACTOR LICENSE No.: it.) 4 STATE: vii'%` ZIP: 99037 FAX: /U/4 CELL: EXPIRES: 5/1-1111 4 CITY BUSINESS LICENSE NO.: O/ yoo2 f DESCRI�E THE SCOPE OF WORK INE AND I� D JANE U� c�� Cops h J g� ,2q >l rj2t5/' MANUFACTURED HOME WI FACTURED HOM NGTH: YEAR O • .UFA RED HOME: PIT SET: SEPTIC/SEWER: MANUFAC ER: PREVI S ADDRESS: PR • OSED USE: ISCLAIMER The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit Is for construction 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) The City of Spokane Valley permit is not a permit 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. \1 a,lv.� Signature Date: ,av /g 20/3 Updated 1-11-11 Page 1 of 1 http://www.spokanevalley.org/filestorage/124/938/210/948/1496/Manufactured_Home_Permit_1-11-11.doc 1817 ,N� Meadows Place Prepared for: Fred & Gerry Vanguilder Sob- North Scale: 1" = 20' Home Manufacturer: Marlette Width: 26'8" Length: 62'8" Resident approval of site plan Signature 'fit( date i/ Signature S 1 1 0' 73. MEADOWS PLACE g'm; � i � ** R602.10.6.3 Method PFG: Portal frame at garage door openings in Seismic Design Categories A, B and C. Where supporting a roof or one story and a roof, a Method PFG braced wall panel constructed in accordance with Figure R602.10.6.3 shall be permitted on either side of garage door openings. R602.10.6.4 Method CS -PF: Continuously sheathed portal frame. Continuously sheathed portal frame braced wall panels shall be constructed in accordance with Figure R602.10.6.4 and Table R602.10.6.4. The number of continuously sheathed portal frame panels in a single braced wall line shall not exceed four. R602.10.6.5 Wall bracing for dwellings with stone and masonry veneer in Seismic Design Categories DD, Dl and D2. Where stone and masonry veneer are installed in accordance with Section R703.7, wall brac- ing on exterior braced wall lines and braced wall lines on the interior of the building, backing or perpendicular to and laterally supporting veneered walls shall comply with this section. Where dwellings in Seismic Design Categories D0, D, and D2 have stone or masonry veneer installed in accordance with Section R703.7, and the veneer does not exceed the first -story height, wall bracing shall be in accordance with Section R602.10.3. Where detached one- or two-family dwellings in Seismic Design Categories D0, D, and D2 have stone or masonry veneer installed in accordance with Section r WALL CONSTRUCTION R703.7, and the veneer exceeds the first -story height, wall bracing at exterior braced wall lines and braced wall lines on the interior of the building shall be con- structed using Method BV-WSP in accordance with this section and Figure R602.10.6.5. Cripple walls shall not be permitted, and required interior braced wall lines shall be supported on continuous foundations. Townhouses in Seismic Design Categories D0, D, and D2 with stone or masonry veneer exceeding the first -story height shall be designed in accordance with accepted engineering practice. R602.10.6.5.1 Length of bracing. The length of bracing along each braced wall line shall be the greater of that required by the design wind speed and braced wall line spacing in accordance with Table R602.10.3(1) as adjusted by the factors in the Table R602.10.3(2) or the Seismic Design Category and braced wall line length in accordance with Table R602.10.6.5. Angled walls shall be permitted to be counted in accordance with Section R602.10.1.4, and braced wall panel location shall be in accordance with Section R602.10.2.2. The seis- mic adjustment factors in Table R602.10.3(4) shall not be applied to the length of bracing determined using Table R602.10.6.5. In no case shall the mini- mum total length of bracing in a braced wall line, after all adjustments have been taken, be less than 48 inches (1219 mm) total. FXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS) EXTENT OF HEADER WITH SINGLE PORTAL FRAME (ONE BRACED WAU. PANEL) 2"-18 FINISHED WIDTH OF OPENNG FOR SINGLE OR DOUBLE PORTAL PONY ALL HEIGHT TENSION STRAP PER TABLE 60210.6.4 (ON OPPOSITE SIDE OF SHEATHING) STEEL HEADER PROHIBITED FASTEN SHEATHING TO HEADER WITH 80 COMM ON OR GALVANIZED BOX NAILS IN 3' GRID PATTERN AS SHOWN HEADER TO JACK -STUD STRAP PER TABLE R60210.6.4 ON BOTH SIDES OF OPENING OPPOSITE SIDE OF SHEATHING MIN. DOUBLE 2" X 4" FRAMING COVERED WITH MIN. 7116'THICK W000 STRUCTURAL PAN EL SH EATHING WITH 80 COMMON OR GALVANIZED BOX NAILS AT 3" Q.C. IN FRAMING (STUDS AND SILLS) AS SHOWN. TYP. 01N. LENGTH OF PANEL PER TABLE R602.10.5 IF NEEDED, PANEL SPLICE EDGES SHALL OCCUR OVER ANO BE NAILED TO COMMON BLOCKING WITHIN 24" OF THE WALL RID - HEIGHT. ONE ROW OF 3" 0.C. NAILING IS REQUIRED IN EACH PANEL EDGE. TYPICAL PORTAL FRAME CONSTRUCTION MIN. (2)12" OIAMETE R ANCH OR BOLTS INSTALLED PER 8403.1.6 VNTH 2" X 2" X 3116" PLATE WASHER MIN. DOUBLE 2 X 4 POST KING AND JACK STUD) NUMBER OF JACK STUDS PER TABLES R.502.50)& (2) NIERMITTENT BRACED WALL PA NELPAIEL REQUIRED ADJACENT OPENING FOR SINGLE PORTAL FRAME FRONT ELEVATION For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. ANCHOR BOLTS PER SECTION 8403.1.6 SECTION FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 160 SINKER NABS Al 3" O.C. TYP. MIN. 7!16' WOOD STRU CTURAL PANEL SHEATHING FIGURE R602.10.6.3 METHOD PFG—PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C 2012 INTERNATIONAL RESIDENTIAL CODE® 179 I-OUNL)A I ION FLAN PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW. BUILDING DIMENSIONS: 231 -Jr X . Z4-1.-04( �:Y.; •��w� 3./5,(1379, or 61/B 11 VS4 GARAGE OPENING AND HEADER SIZE: 3,54 if.X. 4/4'e4'47 INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN. r it 1- -- 'r:, 111WIDTH �' —O f SIM 0 1^4ue)t)r ex�5�as �aV onv e 014 L pv,,,: ?or MM r ex i sk.)V 7 1144d0 eo C60\t� cesr2 13/13" or 1€. bye.\ �� bele- cic6e)c. 1 M; h . 1g „\,, L)\\ I rac).Q- 6l-ec-94,. 3/ 0'A l01-011 mem dew 1 1 1 /40—° 0—a e dote t 1 1 N 11f..66 Amid. • • • • Please note: it while every effort Is made b assure the accuracy of the iiorrnation contained in this brochure is not warranted for accuracy. This document is not intended b address all aspects or regulatory requirements for a project and shbuld serve as a stating point for your investigation. For detailed information on a particular project, perrmf. or code requirement refer direly to applicablefdeltndlor codelregulatoty documents -or contact the appropriate diirtsion. FILE orvrvi.pvc vttL.Lc Ir E31UILulivti UtErAK 11VItN 1 11707 E. Sprague Ayenue #106, Spokane Valley, Washington 99206 - Tel 509-688-0036 - Fax 509-688-0037 Following is a typical c=ss-sechon for a residenlat garage. It may not represent the proposed project. If you are using this deter as a p9r6on of your plan submittal, please complete the requested information In the boxes prodded on both sides of this sheet This Vital sheet, along withany ad Itiofat Information needs to be submitted with your aptr:cation and be on site at the 5me ofd. PROTECTION AND OPENINGS BETWEEN DWELLINGS AND PRIVATE GARAGES SHALL HAVE: 1) MAA'ERIALS APPROVED FOR ONE HOUR FIRE RESISTNE CONSTRUCTION ON THE GARAGE SIDE: • 5B' 3YPE7C GYP BOARD (HABITABLE SPACE ABOVE) • 112' GYP BOARD (RES1DENC F./ATTIC, R.00RICELING) 2) OPENINGS BETWEEN GARAGE AND RESIDENCE SHAT(. 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 SQ. FT. SECTION A -.A NOTE Diagonal waV bracing required on each corner and every 25 feet of wad. Watts within 3 feet of a property line or within s feet of a dweffing must be 1 hour rated. (518' type •X• gypsum sheathing on both sides of watt). Openings are not permitted in these wads. Garages over 3,000 sq. I1 require protection when closer than 20 feet to the property One. Parapets may be required. ENGINEERED TRUSS €R - SPACING x @2'/ O.C. ROOFING MATERIAL ROOFING PAPER ROOF SHEATHING SOLID BLOCKING BETWEEN.TRUSSES WALL SHEATHING SIDING DOUBLE TOP PLATE WALL HEIGHT \-2x 4- @ 1b'o.c. 6 M»h. 24" MIN. 1 66x12° FOOTING PRESSURE TREATED SOLE PLATE 3.112• CONCRETE SLAB ANCHOR BOLTS tl2'x9' MIN. (r INTO CONCRETE) 6' 0. C. OR APPROVED ANCHOR INSTALLED PER MANUFACTURER. MP