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Home My WebLink About2012, 08-10 Permit App: BLD-2012-1293 Residence Community Gavi.lopmen;Department ll,. (Staff Use Only) , ^ Permit Center '11703 East Sprague Avenue, Suite B-3 PERMIT NUMBER: SITY Spokane Valley, WA 99206 okane Tel: (509) 688-0036PERMIT FEE: ...,..r. Fax: Val ler permit enter@spokanevallev.orq Project # --1-2/—I _ i 41. ISL _ V : : RESIDENTIAL CONSTRUCTION PERMIT ARFLICA0T2ION 'NEW CONSTRUCTION 0 ADDITION/REMODEL J. ACCESSORY BUILDING; . 0 DECK `/ 0 OTHER ! V PERI:;; (..-::.N TER SITE ADDRESS: I (P 8 0 Z E. Val Mik �i e ' 9 'I�t�A• ;, �ce ASSESSORS PARCEL NO.: ,�/3 /t2 2'/ GAL 1 — - •• • •1 4,/..--. /—08 BUILDING OWNER NAME: 3{ -42 NAME: Tarn$,5 P (�r r'A ADDRESS: -P V JC))( 5 7 �,,�/j '1 /_ CITY: e vv tma n kms, a 1(6A STATE: W A ZIP: / . 'LTJ PHONE: 5001 227 - �1 C�2_4- FAX: 50q—22— LCI14 CELL: 5v`"I -qqq -37444 LJ t CONTACT NAME: pi t,,;w1 PHONE: 9ClA' 1\i, FAX: CELL: (tiJ i 0 5V"7-Cra-Ole CONTRACTOR NAME: `J(�, JTIu vi b MAILING ADDRESS: SCC.I" I L PO ex^c • CITY: STATE: ZIP: PHONE: FAX: CELL: CONTRACTOR LICENSE No.: EXPIRES: CITY BUSINESS LICENSE NO.: DESCRIBE THEK IN STA L AND INDI ATE U E & OPPOSED USE: L- Stelit _ / V ****YOU MUST COMPLETE THE FOLLOWING**** MARK N/A IF NOT APPLICABLE Height to Peak: Dimensions: No. of Stories: Total Habitable ;).(4 _30 X/00 2— Space: /351 Main Floor SQ FT: Uppe FIo SQ FT: Unfinished Bement SQ Finished B ^sement SQ l 04 i .1(y.p0 FT: FT: f\1/>F-ir Garage SQ FT: Deck/Covered Pa SQ �j� mpervious'Surface 30%Slopes on 2 S 45 Cl: L(Q g 1 c KX t9 rea: Property: No. of Bedrooms: •S� Construction Type:1/6 Heat Source: 5 Sewer r Septic: TOTAL COST OF PROJECT: $ 0p0 X 4I I lel CC. , 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 per ' or -:.roval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may b- equired to be - bmitted 'nd subsequently approved before this application can be processed. 1110_Signature ,f 9 / Date: 81/0/0 . 41. Updated 1-11-11 Page 1 of 1 http://www.spokanevalley.org/filestorage/124/938/210/948/1496/Building_Permit_-_Residential_11-11-11.doc RESIDENTIAL CH, K LIST DIRECTIONS: Place a check mark in box next to each document required for complete submittal. ñ SITE PLAN• ' ❑ Property lines and dimensions ❑ Setbacks to property lines ❑ Direction arrow pointing North and orientation to streets ❑ Distance between buildings ❑ Proposed/existing buildings (footprint and dimensions) ❑ Right of way/easement location &sizes ❑ Utilities, septic tank/drain field locations and distances ❑ 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 ❑ Supporting wood cripple walls or beams ❑ Perimeter concrete foundation wall sizes ❑ Thickened concrete pads supporting ❑ Crawlspace ventilation beams or girder trusses ❑ Floor Plan of each level (finished or unfinished)with dimensions: ❑ Floor Joist direction, size and spacing ❑ Window and door location and sizes ❑ Header, beam or concrete lintel sizes ❑Window well locations if applicable ❑ Brace wall panel locations ❑ Room usage labels ❑Water heater and furnace locations ❑ Smoke detector locations ❑ Exhaust fan locations ❑Attic and crawl space access locations ❑ Deck or concrete patio sizes and locations ❑ Fire Wall construction ❑ Roof Plan: ❑ Engineered truss direction and spacing ❑ Ridge, eave and valley lines ❑ Rafter and over frame direction, size and spacing ❑ Beam and girder size and location ❑ Wall Section Detail including: Roof ❑ Slope/roofing material/underlayment/ice dam protection ❑ Truss or rafter size, spacing &connection ❑ Sheathing size and type ❑Attic insulation/air space baffle/ventilation Ceiling ❑ Joist size and spacing ❑ Size of ceiling gypsum wall board Wall ❑ Height/top plate/stud size and spacing/sole plate ❑ Siding/exterior house wrap/anchor bolts ❑ Exterior sheathing size and type ❑ Insulation, vapor barrier, gypsum wall board Floor ❑ Joist size and spacing ❑ Sheathing or concrete floor size/insulation Foundation Wall ❑ Concrete or Masonry unit width ❑ Footing bottom to finished ground level depth ❑ Earth to wood separation distance ❑ Horizontal &vertical reinforcement if any Footing ❑ Size ❑ Reinforcement if any Radon ❑ Passive system with 6mil vapor barrier ❑Active system with 6 mil vapor barrier Miscellaneous Construction Details ❑ Deck: ❑ Floor plan/side view/dimensions ❑ Footings/post/and beam size and locations ❑ Floor Joist/decking direction, size and spacing ❑ Stairway tread rise & run and nosing ❑ Handrail/Guard height&spacing i J.R. B ONNE TT ENGINEERING CIVIL&STRUCTURAL ENGINEERING/CONSULTING 803 E.3RD Avenue SPOKANE, WA 99202 Voice(509)534-3929/Fax(509)534-4014 April 9,2014 Taylor Rowan 16802 E.Valleyway Spokane Valley,WA 99016 Re: Rowan Residence 16802 E.Valleyway Spokane Valley,WA Mr.Rowan: Per our previous conversations you requested that our office review comments received from the inspector regarding the framing inspection for the above-mentioned project. The following is a summary of the responses to those comments: 1. The first comment was in regards to the specification of Simpson A35 clips at the roof top plates. The Simpson A35 clips should be installed @ 2'-6"o.c.per the shearwall schedule at the exterior shearwall locations. The Simpson A35 clips are not required at the interior shearwall located between the garage and house provided that the top of wall is framed per detail 1 in the Structural Calculations package. 2. The second comment was in regards to the stud spacing at the balloon-framed portion of the garage. The Structural Calculations specify 2x6 DF#2 @ 12"o.c.typical, and it is our understanding that the studs were installed at 16"o.c. spacing. The areas with the balloon- framed studs specified in the Partial Framing Analysis will require the addition of 2x6 DF#2 studs nailed to the existing studs that are spaced at 16"o.c. The(2)2x6 DF#2 wall studs are acceptable in lieu of the 2x6 DF#2 @ 12"o.c. 3. The third comment was in regards to the shearwall specifications. The Structural Calculations specify the shearwalls as 15/32"OSB or plywood with the nailing other connections specified in the shearwall schedule and notes. It is our understanding that LP Smartside Precision Panel Siding was used in lieu of the specified exterior sheathing. After reviewing the shearwall requirements and the values provided per ICC-ES Evaluation Report ESR-1301 it is acceptable the use the LP Smartside Precision Panel Siding. It is assumed that the existing siding is installed per manufacturer's specifications including the blocking and nailing specifications. d r This letter and lateral analysis is considered supplemental to the existing house/shop building plans and shall be incorporated into the existing plans. See attached sheets for reference information. All other areas not specifically addressed in the Partial Framing Analysis for the above-mentioned project are assumed to be constructed per the approved house plans and per the 2009 IBC specifications. Please call or e-mail if you have any questions. Sincerely, ,` J.R. BONNETT ENGINEERING • %` Mark Gradwohl f'?:<:r' / # JIiL9J S4PO ��F�T'y N tn 0 N V •41 • tnt 0 \O Z En I Z ON g 0 lino I Z 0 • \ TERRY L. MatiRts4 NG CUSTOM HOME DESIGN . ----' &ASSOC. INC TERRY•MOIJRNING COM .--- AUG 1 0 2012• CSV PERMIT CENTER SUB # REV,#j •(L,egal Description & Utility locations provided by owner) • This Map in no way represents a Boundary Survey by Terry Mourning & Assoc. Inc.. Distances, Bearings, existing contours etc. shown have been provided by Owner. (ID 0 z 0 0 z 0 JUNE 26, 2012