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2012, 07-09 Permit Application: BLD-2012-1046 Garage RepairSpokane Valley Community Development Department Permit Center 11703 East Sprague Avenue, Suite B -3 Spokane Valley, WA 99206 Tel: (509) 688 -0036 Fax: (509) 688 -0037 oermitcenter@spokanevallev.oro (Staff Use Only) ( PERMIT NUMBER: �// d 12- O ' ' PERMIT FEE: G /y RESIDENTIAL CONSTRUCTION PERMIT APPLICATION ❑ NEW CONSTRUCTION ❑ DECK SITE ADDRESS: 1131c, F ASSESSORS PARCEL NO.: El ADDITION /REMODEL F. OTHER I - A e f���kA tl�ll� l,/IA 9�aa� LEGAL DESCRIPTION: ACCESSORY BUILDING BUILDING OWNER NAME: NAME: r■f" i5 ) C. &r%� 5 ADDRESS: f E A I k CITY: S`Je ka�,e_ V (1st( f2y 0 - x-/75 - 706, a PHONE: STATE: lA) A ZIP: 9 9 a o FAX: CELL: CONTACT NAME: PHONE: 9,08 - q, 7 — 2 OA? FAX: CELL: CONTRACTOR NAME: /fir S�.-u; cx J - c. MAILING ADDRESS: 7 d CITY: PHONE: pok awe_ 5-0 ?- S3 S — 8'3 0 / STATE: w)4 ZIP: - 99ao a FAX: CELL: CONTRACTOR LICENSE No.: N( SEgj ao7gj EXPIRES: CITY BUSINESS LICENSE NO.: Co 0034/0/4-/ DESCRIBE THE SCOPE OF WORK IN DETAIL AN�Dy INDICATE USE & PROPOSED USE: R Zee.; r s�c lC �.re ' U �Jt I S 4-i 7 vvt i f i a'i bra e- " 7 /"Lfu+-A GU'uPA n/ ****YOU * ** *YOU MUST COMPLETE THE FOLLOWING * * ** MARK N/A IF NOT APPLICABLE Height to Peak: /� Dimensions: 023.7 x ?a• 7 No. of Stories: / Habitable Space: r-l/-i Main Floor SQ FT: ��� Upper Floor SQ FT:, N /f} Unfinished Basement SQ FT: /V/Pi Finished Basement SQ FT: N/,A Garage SQ FT: 51 7 3 Deck /Covered Patio SQ FT: A fj} Impervious Surface Area: N/ 30% Slopes on Property: No. of Bedrooms: N/14 Construction Type: Heat Source: /vl/w Sewer or Septic: N /A- TOTAL COST OF PROJECT: $ 3-tc-64 /1 DISCLAIMER 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. Signature Date: 7/ Y/ .o/a Updated 1 -11 -11 Page 1 of 1 http: / /www.spoka nevalley.org /filestorage /124/938/210/948 / 1496 /Building_ Permit _- _Residential_11- 11- 11.doc RESIDENTIAL CHECK LIST DIRECTIONS: Place a check mark in box next to each document required for complete submittal. ❑ SITE PLAN ❑ Property lines and dimensions ❑ Direction arrow pointing North and orientation to streets ❑ Proposed /existing buildings (footprint and dimensions) ❑ Utilities, septic tank /drain field locations and distances ❑ Setbacks to property lines ❑ Distance between buildings ❑ Right of way /easement location & sizes ❑ Driveway approach size and location BUILDING PLANS (3 SETS) (minimum 1/8 inch scale or completely dimensioned) ❑ Elevations (Front/Rear /Sides) with roof peak and wall height including basement: ❑ Foundation Plan (crawlspace, basement or slab on grade): ❑ Footing sizes and locations ❑ Perimeter concrete foundation wall sizes ❑ Crawlspace ventilation ❑ Supporting wood cripple walls or beams ❑ Thickened concrete pads supporting beams or girder trusses ❑ Floor Plan of each level (finished or unfinished) with dimensions: ❑ Floor Joist direction, size and spacing ❑ Header, beam or concrete lintel sizes ❑ Brace wall panel locations ❑ Water heater and furnace locations ❑ Exhaust fan locations ❑ Deck or concrete patio sizes and locations ❑ Roof Plan: ❑ Engineered truss direction and spacing ❑ Rafter and over frame direction, size and spacing ❑ Wall Section Detail including: Roof ❑ Slope/ roofing material/ underlayment/ ice dam protection ❑ Sheathing size and type Ceiling ❑ Joist size and spacing Wall ❑ Height/ top plate/ stud size and spacing/ sole plate ❑ Exterior sheathing size and type Floor ❑ Joist size and spacing Foundation Wall ❑ Concrete or Masonry unit width ❑ Earth to wood separation distance Footing ❑ Size Radon ❑ Passive system with Emil vapor barrier Miscellaneous Construction Details ❑ Deck: ❑ Floor plan/ side view/ dimensions ❑ Floor Joist/ decking direction, size and spacing ❑ Stairway tread rise & run and nosing ❑ Window and door location and sizes ❑ Window well locations if applicable ❑ Room usage labels ❑ Smoke detector locations ❑ Attic and crawl space access locations ❑ Fire Wall construction ❑ Ridge, eave and valley lines ❑ Beam and girder size and location ❑ Truss or rafter size, spacing & connection ❑ Attic insulation/ air space baffle/ ventilation ❑ Size of ceiling gypsum wall board ❑ Siding/ exterior house wrap/ anchor bolts ❑ Insulation, vapor barrier, gypsum wall board ❑ Sheathing or concrete floor size/ insulation ❑ Footing bottom to finished ground level depth ❑ Horizontal & vertical reinforcement if any ❑ Reinforcement if any ❑ Active system with 6 mil vapor barrier ❑ Footings/ post/ and beam size and locations ❑ Handrail / Guard height & spacing cu L Ami E L O • C a O v 0� ca E CO pc 6 cu o S) E w' w • a p a Om C0Q U . G Exterior damage to siding. C � O +a+ 01 f1. X E a O E c .E a 2 E E I a O H ) O N U ei m 00 'p O V fC • n V +L+ C Z .; a i T •v'17'01.Z0911 .rad sumop ploq inogpM s.iauaoo pua gou! uanuriU W pue Z'VOI'Z092I awl lad 2uigiiags laud lunioniis poom snonupoo aunbai .toms ours alp uo auil Hum °m ill 1 uo sum Jouapa [[V :17.0170911 R602.10.1.2 R602.10.3.3 8602.10.3.4 WALL CONSTRUCTION EXTENT OF HEADER DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS) EXTENT OF HEADER SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) MAX. HEIGHT 10' MIN. 3 "x 11.25" NET HEADER 6' TO 18' FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16D SINKER NAILS AT 3" 0.C. TYP. 1000 LB STRAP OPPOSITE SHEATHING 1000 LB" STRAP 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. MIN.WIDTH =16 "FOR ONE STORY STRUCTURE MIN. WIDTH = 24" FOR USE IN THE FIRST OF TWO STORY STRUCTURES MIN. 2x4 FRAMING 3/8" MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING MIN. DOUBLE 2x4 POST MIN. 4200 LB TIE -DOWN DEVICE (EMBEDDED INTO CONCRETE AND NAILED INTO FRAMING) SEE SECTION R602.10.3.3 For SI: 1 inch = 25.4 mm,1 foot = 304.8 mm, 1 pound MAX. HEIGHT 10' N. FIGURE R602.10.3.3 METHOD PFH: PORTAL FRAME WITH HOLD -DOWNS T n TYPICAL PORTAL FRAME ;I-- CONSTRUCTION !i FORA 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. IF2x4 BLOCKING IS USED, THE 2x4'S MUST BE NAILED TOGETHER WITH 316D SINKERS MIN. 1000 1.8 TIE DOWN DEVICE EXTENT OF HEADER (TWO BRACED WALL SEGMENTS) EXTENT OF HEADER (ONE BRACED WALL SEGMENT) I i i L L_ MIN. 3 "x 11.25 "NET HEADER HEADER SHALL OCCUR AT TOP OF WALL 2' TO 18' (FINISHED WIDTH) FASTEN SHEATHING TO HEADER WITH 8D COMMON NAILS IN 3' GRID PATTERN AS SHOWN AND 3' O.C. IN FRAMING AS SHOWN (STUDS AND SILLS) TYP. MINIMUM 1000 LB HEADER -TO -JACK STUD STRAP ON �v BOTH SIDES OF OPENING PER TABLE 8602.10.4.1.1 (INSTALL ON BACKSIDE AS SHOWN ON SIDE ELEVATION) HEADER SHALL BE FASTENED TO THE KING STUD WIT 6 -160 SINKER NAILS FORA PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED AND OCCUR WITHIN 24" OF MID HEIGHT. ONE ROW OF TYP. SHEATHING -TO- FRAMING IS REQUIRED IN EACH PANEL. WOOD STRUCTURAL PANEL STRENGTH AXIS MIN. (2) 2x4 TYP. MIN. LENGTH BASED ON 4:1 HEIGHT -TO- LENGTH RATIO: FOR EXAMPLE: 24 " MIN. FOR 8' HEIGHT BRACED WALL [SEGMENT PER R602.10.4 NO. OF JJACK STUDS Y PER TABLE R502.5( &2) MIN. 2.5" x' /, s" PLATE WASHER ANCHOR BOLT PER R403.1.6 TYP. TOP PLATE CONTINUITY IS REQUIRED PER SECTION R602.3.2 SIDE ELEVATION 16D SINKER NAILS IN 2 ROWS 3. 0.C. 1000 LB HEADER - T0- JACK -STUD STRAP ON BOTH SIDES OF OPENING 'As' MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound force = 4.448 N. FIGURE R602.10.3.4 METHOD PFG PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C 172 2009 INTERNATIONAL RESIDENTIAL CODE() SECTION R602 WOOD WALL FRAMING R602.1 Identification. Load - bearing dimension lumber for studs, plates and headers shall be identified by a grade mark of a lumber grading or inspection agency that has been approved by an accreditation body that complies with DOC PS 20. In lieu of a grade mark, a certification of inspection issued by a lumber grading or inspection agency meeting the requirements of this section shall be accepted. R602.1.1 End jointed lumber. Approved end jointed lum- ber identified by a grade mark conforming to Section R602.1 may be used interchangeably with solid -sawn mem- bers of the same species and grade. R602.1.2 Structural glared laminated timbers. Glued laminated timbers shall be manufactured and identified as required in ANSUAITC A190.1 and ASTMD 3737. 602.1.3 Structural log members. Stress grading of struc- tural log members of nonrectangular shape, as typically used in log buildings, shall be in accordance with ASTM D 3957. Such structural log members shall be identified by the grade mark of an approved lumber grading or inspection agency. In lieu of a grade mark on the material, a certificate of inspection as to species and grade, issued by a lum- ber- grading or inspection agency meeting the requirements of this section, shall be permitted to be accepted. R602.2 Grade. Studs shall be a minimum No. 3, standard or stud grade lumber. Exception: Bearing studs not supporting floors and nonbearing studs may be utility grade lumber, provided the studs are spaced in accordance with Table R602.3(5). R602.3 Design and construction. Exterior walls of wood -frame construction shall be designed and constructed in accordance with the provisions of this chapter and Figures R602.3(1) and R602.3.(2) or in accordance with AF &PA's NDS. Components of exterior walls shall be fastened in accor- dance with Tables R602.3(1) through R602.3(4). Structural wall sheathing shall be fastened directly to structural framing members. Exterior wall coverings shall be capable of resisting the wind pressures listed in Table R301.2(2) adjusted for height and exposure using Table R301.2(3). Wood structural panel sheathing used for exterior w,alis shall conform to the 'require - ments of Table R602.3(3). 'r Studs shall be continuous from support at the sole plate to a support at the top plate to resist loads perpendicular to the wall. The support shall be a foundation or floor, ceiling or roof dia- phragm or shall be designed in accordance with accepted engi- Exception: Jack studs, trimmer studs and cripple studs at openings in walls that comply with Tables R502.5(1) and wh R502.5(2). R602.3.1 Stud size, height and spacing. The size, height and to spacing of studs shall be in accordance with Table R602.3.(5). a neering practice. 146 Exceptions: 1. Utility grade studs shall not be spaced more than 16 inches (406 nun) on center, shall not support more than a roof and ceiling, and shall not exceed 8 feet (2438 mm) in height for exterior walls and load- bearing walls or 10 feet (3048 mm) for inte- rior nonload- bearing walls. 2. Studs more than 10 feet (3048 mm) in height which are in accordance with Table R602.3.1. R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and intersections with bearing partitions. End joints in top plates shall be offset at least 24 inches (610 min). Joints in plates need not occur over studs. Plates shall be not less than 2- inches (51 mm) nominal thickness and have a width at least equal to the width of the studs. Exception: A single top plate may be installed in stud walls, provided the plate is adequately tied at joints, cor- ners and intersecting walls by a minimum 3- inch -by- 6 -inch by a 0.036- inch -thick (76 mm by 152 mm by 0.914 mm) galvanized steel plate that is nailed to each wall or segment of wall by six 8d nails on each side, pro- vided the rafters or joists are centered over the studs with a tolerance of no more than 1 inch (25 mm). The top plate may be omitted over lintels that are adequately tied to adjacent wall sections with steel plates or equivalent as previously described. R602.3.3 Bearing studs. Where joists, trusses or rafters are spaced more than 16 inches (406 mm) on center and the bearing studs below are spaced 24 inches (610 mm) on cen- ter, such members shall bear within 5 inches (127 mm) of the studs beneath. Exceptions: 1. The top plates are two 2 -inch by 6 -inch (38 mm by 140 mm) or two 3 -inch by 4 -inch (64 mm by 89 nun) members. 2. A third top plate is installed. 3. Solid blocking equal in size to the studs is installed to reinforce the double top plate. R602.3.4 Bottom (sole) plate. Studs shall have full bearing on a nominal 2 -by (51 mm) or larger plate or sill having a width at least equal to the width of the studs. 8602.4 Interior load - bearing walls. Interior load- bearing walls shall be constructed, framed and fireblocked as specified for exterior walls. R602.5 Interior nonbearing walls. Interior nonbearing walls hall be permitted to be constructed with 2- inch -by -3 -inch (51 nun by 76 mm) studs spaced 24 inches (610 mm) on center or, en not part of a braced wall line, 2- inch -by -4 -inch (51 nun y 102 mm) flat studs spaced at 16 inches (406 mm) on center. tenor nonbearing walls shall be capped with at least a single to plate. Interior nonbearing walls shall be fireblocked in ccordance with Section R602 8 2009 INTERNATIONAL RESIDENTIAL CODE° HARRIS, SPC CURTIS 1 3 5 7 Mr. Service Inc. 2 4 6 8 6/29/2012 Page: 9 AA ;pro • HARRIS, SPC CURTIS 9 11 Mr. Service Inc. 10 12 6/29/2012 F_•wr1 Ra:. 33WALOW4100 3003 A03 03W31V3i1 AMMO O ONIO.$UH Y3.UAV 314ANO Page: 10 JOI1038E100 NO1103dSNI a13I3 01 113 133r ens JNIal1I18 S11-11. �d0� ■~/7/ NOISING oNta"Nn9 A3TIVA 3NM4OdS 3ONMildWOO 3aoo dOd 03M21,\38 e