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2015, 03-16 Permit App: BLD-2015-0527 Accessory Bldg ' Community Development Department (Staff Use Only) Permit Center 11703 East Sprague Avenue,Suite B-3 PERMIT NUMBER: SpoCUT kane ` Spokane Valley, WA 99206 �J Tel: (509) 720-5240 PERMIT FEE: Valley® Fax: (509) 688-0037 permitcenteraspokanevalley.org RESIDENTIAL CONSTRUCTION PERMIT APPLICATION 0 NEW CONSTRUCTION 0 ADDITION/REMODEL RI ACCESSORY BUILDING Ei DECK 0 OTHER SITE ADDRESS: //q vZ 6 sQ Roc R , /2,--,ASSESSORS PARCEL NO.:] Z6(./y/ LEG DESCRIPTION: OWNER/APPLICANT(CHECK BOX,IF MAIN CONTACT❑): NAME: /�J Qj -/4 (:/ `c04/1 C)t ‘C K ADDRESS: ✓/ 9,� u510 (7 CJMC R./GGf J ti--- CITY: J /7 J/�'4i/VQy �-I STATE: (A ZIP: 7 / r7�/ PHONE: /J FAX: EMAIL: CONTACT NAME: PHONE: FAX: / EMAIL: CONTRACTOR NAME (CHECK BOX,IF MAIN CONTACT): C/ w4S�!-q, `-/6 ,-1 MAILING ADDRESS: ,g 2// Li, /?C.tJ/�� A v e� • Cm': Ste%(//\ Q4/0_,..- STATE: (/L 74 ZIP: 77,2O PHONE; �S(2 9—9 5)7'''' 9'/fer' FAX: EMAIL:j/yi t / ,©t l r l^ri6I,.e� CONTRACT R CENSE No.: CU`C,iG'640/pi/Exp..: i ~yI CITY BUSINESS LLICENSE NO.: �7 0 � DESC2I E HE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE: w VI z . W w > cw U w ****YOU MUST COMPLETE THE FOLLOWING**** cc CC I— MARK N/A IF NOT APPLICABLE W .--Height toPealk: Dimensions: O 34 7V No. of Stories: / Total Habitable J 0 = ✓ Space: W ligainToor,413 FT: Upper Floor SQ FT: Unfinished Basement SQ Finished Basement SQ It- c FT: FT: Gara4 SQ-FT: Deck/Covered Patio SQ Impervious Surface 30%Slopes on 0 0 ttti �� O r1 FT: Area: Property: o No. of BecI oms: Construction Type: Heat Source: Sewer or Septic: `f) 5 JJd a0 l—____ __ TOTALCOSTOF PROJECT: $ � � 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. �q Signature �� --cam-ed— Date: /C� :2 • • RESIDENTIAL BUILDING PLAN CHECKLIST , o SITE PLAN (2 COPIES): Refer to Residential Site Plan Guide Valley® ❑ MECHANICAL&VENTILATION FORM (2 COPIES):Available at www.spokanevalley.orq ❑ BUILDING PLANS (2 SETS): Drawn/drafted to scale with the information described below, as applicable: (2012 International Residential Code references included in italicized text) ❑ ELEVATIONS 0 FLOOR PLAN of each level: ❑ Show front/rear/sides of proposed building ❑ Identify finished or unfinished areas ❑ Identify roof peak and wall height(incl. basement) ❑ Identify dimensions of each room o Window&door location &sizes R310/R311 ❑ FOUNDATION PLAN ❑Window well locations, if applicable R310.2 ❑ Identify crawlspace, basement or slab on grade ❑ Label use of each room/area ❑ Footing sizes and locations R403.1.1 ❑Water heater location Chapter 24 ❑ Horizontal &vertical reinforcement R404.1.2.2 o Furnace location M1401/Chapter 24 ❑ Supporting wood cripple walls or beams R602.9 ❑ Smoke/CO detector locations R314/R315 ❑ Concrete foundation wall sizes R404.1.2 ❑Whole house ventilation location R303/M1507.1 ❑ Concrete pads supporting beams or girder trusses ❑ Exhaust fan locations R303/M1507.I ❑ Crawlspace ventilation R408 ❑Attic/crawl space access locations R408.4/R807.1 ❑ Radon mitigation system IRC Appendix F ❑ Deck or concrete patio sizes and locations ❑ Fire resistant wall construction R302.6 ❑ Braced wall panel locations/method R602.10 ❑ FLOOR FRAMING PLAN of each level: ❑ Floor joist direction, size and spacing R502.3 0 MISCELLANEOUS CONSTRUCTION DETAILS ❑ Header, beam &concrete lintels R502.5/R611.8 Decks/Patios O ROOF FRAMING PLAN ❑ Floor plan with dimensions ❑ Elevations (front-and side-view) o Eng. truss direction/spacing/connection R802.10 ❑ Footings/posts/beam size and locations R403.1.1 ❑ Rafter direction/spacing/connection R802 ❑ Joist/decking direction/size/spacing R502.3 ❑ Overframing R802 ❑ Fasteners/attachment to structure R507.1 ❑ Ridge, eave and valley lines O Header/girder/beam sizes and locations R502.5 Stairways (interior and exterior) ❑ Roof and ceiling slope ❑ Stair tread rise/run/nosing dimensions R311 ❑ Roofing/underlayment/ice dam protection R901.1 ❑ Handrail height and picket spacing R311.7.8.1 ❑Attic insulation/baffles/ventilation R806.1 ❑ Guard height and picket spacing R312 ❑ BUILDING CROSS-SECTION DETAIL showing: 0 ENERGY CODE PACKET ❑ Roof ❑ download WA State Energy Code worksheets at: ❑ Ceiling www.wsu.edu/BuildingEfficiency/EnergyCode.aspx ❑Wall ❑ Prescriptive/Component Performance worksheet o Floor(s) ❑ Glazing (window/skylight) schedule worksheet ❑ Foundation Wall ❑ Heating system sizing worksheet o Footing HELPFUL LINKS WHEN PREPARING YOUR CONSTRUCTION PLANS: -International Code Council free eCode access: http://publicecodes.cyberregs.comCcod/ndex.htm -Washington State Building Code Council: https://fortress.wa.gov/qa/apps/sbcc/Page.aspx?nid=14 -Spokane Valley Municipal Code: http://www.codepublishinq.com/wa/spokanevallev/ WALL CONSTRUCTION • EXTENT OF HEADER s DOUBLE PORTAL FRAME(TWO BRACED WALL PANELS) • r EXTENT OF HEADER • • • ti SINGLE PORTAL FRAME(ONE BRACED WALL PANEL) > • 7, I, .MIN.3"x11.25"NET HEADER I.I. -,-. 6'TO 18' - •I. 11; FASTEN TOP PLATE TO HEADER WITH TWO TYPICAL PORTAL IIT I; ROWS OF 16D SINKER NAILS AT 3"O.C.TYP. 1000 LB FRAME STRAP CONSTRUCTION 1000 LB STRAP OPPOSITE SHEATHING FOR A PANEL SPLICE • FASTEN SHEATHING TO HEADER WITH 8D COMMON OR (IF NEEDED),PANEL MAX. GALVANIZED BOX NAILS IN 3"GRID PATTERN AS SHOWN AND EDGES SHALL BE I. BLOCKED,AND OCCUR HEIGHT 'I. 3"0.C.INALL FRAMING(STUDS,BLOCKING,AND SILLS)TYP. WITHIN 24'OF MID- •1• HEIGHT:ONE ROW OF •1• I. .. (.1. MIN.WIDTH=16"FOR ONE STORY STRUCTURE TYP.SHEATHING-TO- •• FRAMING NAILING IS • MIN.WIDTH=24"FOR USE IN THE FIRST OF TWO •• :�; STORY STRUCTURES IF2x4BLOCKING S .I. .�. USED,THE 2x4'S MUST MIN.2x4 FRAMING BE NAILED TOGETHER ., •• . MIN. WITH 316D SINKERS .. .. •• 3/8"MIN.THICKNESS WOOD DOUBLE STRUCTURAL PANEL SHEATHING 2x4 POST .. •:_____--MIN.4200 LB TIE-DOWN DEVICE(EMBEDDED INTO 11MIN. •• CONCRETEAND NAILED INTO FRAMING) 1000 LB .: ` TIE DOWN • :` � .1! SEE SECTION R602.10.3.3 DEVICE ( I -- - -- -- I 1 1 For SI:1 inch=25.4 mm,1 foot=304.8 mm,1 pound f — ,:N. FIGURE 8602.10.3.3 METHOD PFH:PORTAL FRAME WITH HOLD-DOWNS • I EXTENT OF HEADER(TWO BRACED WALL SEGMENTS) n TOP PLATE CONTINUITY IS SIDE EXTENT OF HEADER(ONE BRACED WALL SEGMENT)-6-1 REQUIRED PER SECTION R602.3.2 ELEVATION 11 MIN.3"x 11.25"NET HEADER I . . I ..Iii HEADER SHALL OCCUR AT TOP OF WALL jr. .:1-1 2'TO 18'(FINISHED WIDTH) j FASTEN SHEATHING TO HEADER WITH BD COMMON NAILS IN 3'GRID PATTERN AS SHOWN AND 320.C.IN FRAMING AS SHOWN(STUDSAND SILLS)TYP. BRACED WALL 160 SINKER NAILS IN 2 ROWS MINIMUM 1000 LB HEADER-TO-JACK STUD STRAP ON�� -@ 3'0.C. MAX. BOTH SIDES OF OPENING PER TABLE R602.10.4.1.1 FSEntINNT R602.10.4 HEIGHT (INSTALL ON BACKSIDEAS SHOWN ON SIDE ELEVATION) . 10' • II II HEADER SHALL BE FASTENED TO THE KING STUD WIT 1000 LB HEADER- 6-16DSINKER NAILS T0-JACK-STUD STRAP NO.OF ON BOTH SIDES JACK STUDS OF OPENING • FOR A PANEL SPLICE(IF NEEDED),PANEL EDGES SHALL BE ,(pER TABLE BLOCKED AND OCCUR WITHIN 24"OF MID HEIGHT.ONE r R502.5(1&2) ROW OF TYP..SHEATHING-TO-FRAMING IS REQUIRED IN EACH PANEL WOOD STRUCTURAL PANEL STRENGTH AXIS MIN.(2)2x4 TYP. • '/,s'MIN. • • THICKNESS WOOD �mcm MIN LENGTH BASED ON 4:1 HEIGHT-TO-LENGTH RATIO: is moo STRUCTURAL PANEL I 1 I FOR EXAMPLE:24"MIN.FOR 8'HEIGHT SHEATHING s MIN.2.5"x'ha"PLATEWASHER ANCHOR BOLT PER R403.1.6 TYP. affil For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 pound force=4.448N. 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® I ' dillp 4 % . , 3 . 0 5 ' Lor ... 7 57 7 SQ ef - ' i ' / -g-) 41PNI>1(164 4 -552- , I. /L /3 IA-C..-.PrT44C-IZ 3,11-K. 1 tkDD 56-.Taito: hi ..., Ler G Bux,4 L • fi, „....... ; (40. , • '1 LU Ca. (,,,, x, ., 11.1011 MIMI a cc L1J — 1 1 iii acot cv; /_;,: , ' koWile ,..," - 4, vo 1 ILLI 0 4,_ Luzi--- „:44, ,,,,,:.,- .--;.„2---A f---7._ <-----*93' ----r , 7 2: Lo > w I 0 7.4 I- ft 41 – in -68b i i be- 1 — ...„-----" u j % ir 1 i'te-g)::\i. __ 4' - 6 ' 14'°(1k-fd PLAN Al ING DEPT APP• • ' 114 mum LL (.,:f---. — . 0 . 43 , I): , . .. )-. DATE: 3 & :zci ___' ith, • • - ......... a, I*i. g ,..., il i tra -6. . •'°' iI ct Illii 0 ,.... 4.., . . ........, Apt ket,.,,,,,,•-•-,:t • 4 i. III 0$11145 . ...•ftlig 1 a • . lc , , . Lint ,. it a aiNk _ 1f4,4�A .b,�' ti ax4 4"4";= 47444V$4AMMM" N!kli 4. e.:S. ./••�' + ^aff`+1L a-. x, n .,... 9N".7V.AMsCgWW>�«' ` as x 'MV.. 3 ^A.'d _R:,+,^> §2'`,: S Y24A$, 4 ' ,Date: .�. _._ Joh...__ _._ — _^. ..._ t A , i. [ t r S 5` . . q. ri, .,„, / OO / 11[ l ��t ;,,,,,,,,,,, , i ; )c,6 A......j)1(7 I,./all 1 I (r R (a r & IV ,,I I i P i--t 4.-K.1 i , Q € 1 �If X > + a' r A t , / E 3R ^} (1R 9 i 1 le-3 \ it+ ! Gt ye` t. . i Le_ , 1,5)--) )-X-N;1„7., ,,.....---44 n nBlu6unW1 - \.V/IiIOGI LIW Date: Job: 0 41 (av' d m,e7A-&vrinc) • + • • (A•Q 8a/t& :N M i v :in 1 co 'rte 'n c0 's to M N fi r- 0 NJ 1 a� 8 3 1, - is f 1 10 r J10 11 I Ur \2 I • \3 1 W'-- . _....._.._. .. > — ...._ it4 \5 \5 cp 9 o \5 o0 1/45 \5 \4 a \2 N 1/41 1 ..1. s d .. 10 € 0 J10 9 u 1 J9 'I e' a i 8 n J8 19 N N co 1 N in N to co 1 r-- t-- r c0 ';tch N 30-00-00/ / Roof Loading Client: _Cousin inn — EVERGREEN TRUSS &SUPPLY TC Live: 140.0 Job D 5 Rockv Ridae Rd www-e-truss.net evergreen@e-trust.net TC Dead: 110.0 Designer:— TH LBC Lin:_ =0.0 Checker: - (800}2925088 BC Dead: ;10.0 Dates_-._ 2/20/2015 Bus.(509)276.5088 Fax.1509)276-51180TC Increase: 1.15. Joh_No: COLE30x40 _._ 2003 E.Crawford Rd-.P.O.Box 1283 Deer Park,Washington 99006 BC Increase: 1.15 2-0-0 J