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2014, 05-14 Permit App: BLD-2014-1069 Residence Foundation Community Development Department (Staff Use Only) Permit Center 0000011\ 11703 East Sprague Avenue,Suite 3-3 PERMIT NUMBER: Sp_ 11 okane Spokane Valley,WA 99206 Tel: (509)688-0036 PERMIT FEE: Valley. Fax: (509itcenrsoo 688-0037 oermitcenter(asookanevallev.orq 4•00 .. RESIDENTIAL CONSTRUCTION PERMIT APPPL TI('W1�/ ' .:::-� -_.:. .., J NEW CONSTRUCTION El ADDITION/REMODEL l ACCESSORY gag; E 0 jj DECK 0• OTHER MAY 1 if 2014 511 SITE ADDRESS: i b©9( N , 'V 4- ASSESSORS PARCEL NO.: LEGAL DESCRIPTION: - BUILDING OWNER NAME: CI IR ..� i -. "1CV, I �� j� a�/ � " G 1- J 5 NAME: V•kirC/� '. �hl`1 •-� r ADDRESS: /',V LS' �a^ , GA74L�T� • CITY: c ) KA{t6 Vim' STATE: 143/4- , ZIP: arm]G, PHONE: s..– �31`f ai. FAX: CELL: • r. CONTACT NAME: X E 6.itry . ' - PHONE: c 1 — 1.5 C. FAX: CELL: • CONTRACTOR NAME: b1.,N • MAILING ADDRESS: i A.s 1 5. a:i,• CA/A:_4)6 • • CITY.: . ZiPbtK O y STATE: LNA- ZIP:-.4://'"-.4://'"2.,/� 4. PHONE: - • ( FAX: CELL: CONTRACTOR LICENSE No.: EXPIRES: CITY BUSINESS LICENSE NO.:' • • DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE: ****YOU MUST COMPLETE THE FOLLOWING**** MARK N/A IF NOT APPLICABLE Height to Peak: Dimensions: No.of Stories: Total Habitable Space: Main Floor SQ FT: Upper Floor SQ FT: Unfinished Basement SQ Finished Basement SQ FT: FT: Garage SQ FT: Deck/Covered Patio SQ Impervious Surface 30%Slopes on FT: Area: Property: No. of Bedrooms: Construction Type: Heat Source: Sewer or Septic: TOTAL COST OF 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 e required to be sub 'tied and subsequently approved before this application can be processed. 11 SignatureDate: 57/411//7 l 41 . y 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 CHECK LIST DIRECTIONS: Place a check mark in box next to each document required for complete submittal. ❑SITE PLAN o Property lines and dimensions ❑ Setbacks to property lines o Direction arrow pointing North and orientation to streets ❑ Distance between buildings o Proposed/existing buildings (footprint and dimensions) 0 Right of way/easement location &sizes o Utilities, septic tank/drain field locations and distances o 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): o Footing sizes and locations o Supporting wood cripple walls or beams o Perimeter concrete foundation wall sizes o Thickened concrete pads supporting o Crawlspace ventilation beams or girder trusses ❑ Floor Plan of each level (finished or unfinished)with dimensions: o Floor Joist direction, size and spacing ❑Window and dobr location and sizes o Header, beam or concrete lintel sizes o Window well locations if applicable o Brace wall panel locations ❑ Room usage labels o Water heater and furnace locations ❑ Smoke detector locations ❑ Exhaust fan locations ❑Attic and crawl space access locations o Deck or concrete patio sizes and locations 0 Fire Wall construction ❑ Roof Plan: ❑ Engineered truss direction and spacing 0 Ridge, eave and valley lines o Rafter and over frame direction,size and spacing ❑ Beam and girder size and location ❑ Wall Section Detail including: Roof o Slope/roofing material/underlayment/ice dam protection o Truss or rafter size,spacing &connection o Sheathing size and type ❑Attic insulation/air space baffle/ventilation Ceiling o Joist size and spacing o Size of ceiling gypsum wall board Wall o Height/top plate/stud size and spacing/sole plate ❑ Siding/exterior house wrap/anchor bolts o Exterior sheathing size and type o Insulation,vapor barrier, gypsum wall board Floor o Joist size and spacing ❑ Sheathing or concrete floor size/insulation Foundation Wall o Concrete or Masonry unit width ❑ Footing bottom to finished ground level depth o Earth to wood separation distance o Horizontal &vertical reinforcement if any Footing o Size o Reinforcement if any Radon ❑ Passive system with 6mil vapor barrier o Active system with 6 mil vapor barrier Miscellaneous Construction Details ❑ Deck: o Floor plan/side view/dimensions 0 Footings/post/and beam size and locations ❑ Floor Joist/decking direction, size and spacing 0 Stairway tread rise&run and nosing 0 Handrail/Guard height&spacing I 1317-6461d4 . r TAU RWG YCtf F 5th Elul>Fyda tfaotfs NM.: ALL CLON txs(s a.+r // / 1,43a-D To eC W AP '7 GEN .JL 4" oVulZ5 M�usrrtuTt>r4tcy COaCt*TE Con OC CI r alai Ass, Tror ry� Ass, U{_.. :1 D (3) 4e P.AC. Utti I• 1215E tPEJ I dept to t 5! 128.80 I T— wort +r� to c I 1 I aro-09T ger ... I coni I20'1 20 I LOT "A" 1II LOT "B" ( Ipots Dep North line is approximately 273' of 4" PVC at 1% 2. 1)1P1I I ICenter line Is approximately 194' of 4"'VC of 1% L.. 3. TRE South line Is approximately 123' of 4- at 1% Con! s `I 20'Ingress/Egress Utility app 3 I I I (3)Ct tl-an, (2)t 1J"otsry & Sewer Easement ( W.S. r (�Er izu. (5F AIL 0)ci voer pert �� �` 4"RV.C• L4A _ ? • 1.8 321' sew, J �� ��.� OUtiti 1- la- ham �J p_ _J"9. N 4. MAN 96' Em odol 5. SIDE j I Ex 4"SS LOT "1„ °4 °s pN� / ek Tur lot .. l S 7,500 Sq. Ft. �� r• p� i ?r a 2' 1� `m) 1002 N. Vender `puLOT "2" rn 'I'`n �,-03 s 1 in N 8,929 Sq. Ft. LOT "3" rn LOT stat r 7.500 Sq. Ft. 7,500 Sq. Ft. shat I and in end. 20'i20' 96' 72' 77' 77 _ 6. and I -. i \ 321' I �f I \t...___ 0t.• �j I connot• for I tS 1) and w 1 I� fr� ( Stat �1°1 Any 8I 0I I (1� �pP 7. to lsJ liner >1 OC\ Cou I Y ) All , Con NOTES: Core drill existing 8" PVC pipe and install 3-4" P.V.C. top saddle G.P.K. brand series 136CR ('(8"ou-c,itl.} extend 4" P.V.C. pipes ITA Q 1.10TE5 from sewer main into Lots 2,3 & 4 County inspector SPOKANE COUNTY UTILITIES STANDARD NOTES FOR SMALL COMMERCIAL PROJECTS to be on—site 0 time of tap. Coll 477-3604 24hrs t. Per Spokane Canty Samfiay sewer Ordnance 964752 a set of Mies Division Stamped Approved dans must b in advance to schedule mnupeaiaand nad7emendate toate taproom inpection. Contractor will sow mon,vorpeolon� � be billed 1100.00 for top. 2. If project Includes asrselap Into anada* � t9Comntyopera inspector o be matte at tine or tap.A S100.00 twang he wr be ash and bled lo the c manor by she County Ur 9es Delman Office.Car ons midden day In advance to schedule bupeedona.477J104 3. Sewer peon*required for each buildup cameding to sewer on project ale.Al arses sanitary sewer kstaladons nest be irnpectad.Cad one working day In adtratce to sctuduIs Inspections.4774404 4. Al sanitary sewer pipe onelta maybe required la be leaned.mandreled.and air or water tested for leakage at the (� / Project # 50-�6 i`i' (0 61 inspector's legheet. 5. Al dea-auto shall be installed at maximum ISO'uuervab including distance is sewer main in street and dean-out(" RECEIVED rise height Ate•at any daps in direction of 90 degrees a greater and shall be placed in County approved OIL-- coves or cash,gs. '� -,���`,• 8. Stipa County Mathes Division regulation.Cap workingday lin aid:rang septic tanks orvalle shalt be abandoned and inspected pet Spokane scheduletankInspections. . MAY 14 2014 4n . L '-3 7. Al sanitary sewer construction shag conform lo the anent Spokane County Utilities Division standards. & The owner/developer hereby agrees to submit acceptable reproducible as-built CSV PERMIT CENTER drawings prepared by an engineer for the project within a 30 day period following sewer construction contpetion. 1 SUB # Fp, REV. SEWER PLAN SHP- THE NW 1/4 OF SEC. 15, T25 CITY OF SPOKANE VALLEY, Wi. FOUNDATION PLAN SECTION A-A (FOR DETACHED) • ALTERNATE FOUNDATION • �a. • I • r L w: �� 6„MINI r •• - 1II RECEIVED 111=11Isl I — "d • — 12"MI IMUM MAY 14 2014 ✓ CSV PERT�IIT CENTER SUB # - I REV. # X72 (2)#4REBAR NOT TO SCALE (MAXIMUM OF 1,000 SQ/FT FOR MONO/SLAB FOUNDATIONS) Jurisdiction Contact List: BUILDING DIMENSIONS: GARAGE DOOR HEADER SIZE: Spokane County Building and Planning 477-3675 INDICATE THE LOCATION AND THE SIZE OF ALL WINDOWS AND DOORS: Engineering and Roads 477-3600 Utilities 477-3604 RIDGE LINE____01 For more information contact: -r Spokane County Department of Building and Planning 1026 West Broadway Avenue Spokane,WA 99260-0050 (509)477-3675 bp@spokanecounty.org http://www.spokanecounty.org/bp � I CONTINOUS FOOLING REQUIRED L — �E alFremEmIAa J MINIMUM 4'-0"BRACED WALL PANEL REQUIRED ON EACH SIDE OF GARAGE DOOR OPENING UNLESS AN APPROVED ALTERNATE I I u u ■ II II I I I ■ II I IS USED. I i u u u q__II 1 u u u I n i 4'-0°q I I-4' -0„ 1 Please note that while every effort is made to assure the accuracy of the information contained in this brochure it is not warranted for accuracy.This document is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investigation. For detailed information on a particular project, permit,or code requirement refer directly to applicable file and/or code/regulatory documents or contact the appropriate division or staff. (ap-13)°8/u - 1 0, Technical Information - - ill it Private Garag * ' -FEp.. 1-3 S of Cour ti „,, Department of Building and Planning The following are typical details for a residential garage up to a maximum of 36 feet wide(based on truss width)and 60 feet in length. The length may be increased within the inclusion of interior braced lines,up to a maximum of 3,000 square feet. The following details may or may not represent the proposed project. If you are using this detail as a portion of your plan submittal, please complete the requested information where indicated. This completed detail,along with any additional information,needs to be submitted with your application and be on site at the time of inspection. (SPECS TO BE ON SITE 1. 48” braced wall panel required on each DURING FRAMING INSPECTION) corner and every 25 feet of wall. ENGINEERED TRUSS OR RAFTER SIZE AND SPACING 2. Exterior walls with a fire separation distance less than 5 feet from property lines shall be X @ O.C. 1-hour fire rated with exposure from both \,' sides. Detached garages less than 3'from ROOFING MATERIAL - ''' the residence shall have 1/2"gypsum board \ on the interior side of the garage wall. <` ROOFING PAPER C 3. Doors entering a garage from the house must be 1 3/8"solid core,or a 20 minute fire �`- rated door. 9 40 it ozil 4. Details are for single story structures only. ROOF SHEATHING-/ 7 /` // . 5. Trusses shall be connected to wall plates DOUBLE TOP PLATE by the use of approved connectors havingWALL HEIGHT a resistance to uplift of not less than 175 TRUSS WALL ; (MAXIMUM HEIGHT 12') CONNECTORS(MINIMUM pounds. 175 LB.UPLIFT CAPACITY) STRUCTURAL WALL SHEATHING GROUND SNOW LOAD(psf) \ 2X @ O.C. 39 / BUILDING WIDTH(feet) SIDING GIRDERS AND 36 HEADERS SUPPORTING SIZE SPAN NJ PRESSURE TREATED SOLE PLATE 2-2X4 2'-8" 1 2-2X6 4'-0" 2 3-1/2"CONCRETE 2-2X8 5'-0" 2 l I6 [SLAB 2-2X10 6'-1" 2 6"MIN. 2-2X12 7'-0" 2 , ROOF AND 3-2 X 8 6'-5" 2 FOUNDATION DEPTH ;a. I CEILING18"(DETACHED) y ). 3-2 X 10 7'-7" 2 24"(ATTACHED) 3 2 X 12 8'-9" 2 6"MIN: a ANCHOR BOLTS 4• , 1/2"X 9"MIN. 4-2 X 8 7'-2" 1 a • • - (7"INTO CONCRETE) 6'O.C.OR APPROVED ANCHOR 4-2 X 10 8'-9" 2 6"X 12" INSTALLED PER MANUFACTURER 4-2 X 12 10'-2" 2 CONTINUOUS FOOTING . Cif of . • • 512+ NgillA41L" q�3IgOILDING DEPARTMENT 3 .! I 00 1170 E.Sprague Avenue vi ,Spokane /alley,Washington 99206-Tel 509-688-0036-Fax 509-688-0037 .1. Following is a typical cross-section for a residential garage. It may not represent the proposed project. If you are using this detail as a portion of your plan submittal,please complete the requested information in the boxes provided on both sides of this sheet This completed sheet,along with any additional information needs to be submitted with your apllication and be on site at the time of inspection. PROTECTION AND OPENINGS BETWEEN NOTE: DWELLINGS AND PRIVATE GARAGES SHALL HAVE: Diagonal wall bracing required on each corner and every 25 feet of wall. 1)MATERIALS APPROVED FOR ONE HOUR FIRE Walls within 3 feet of a property line or RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: within 6 feet of a dwelling must be 1 hour '5/8"TYPE"X"GYP BOARD(HABITABLE SPACE ABOVE) rated. (5/8"type'X"gypsum sheathing '1/2"GYP BOARD(RESIDENCE/ATTIC,FLOOR/CEILING) on both sides of wall). Openings are not 2)OPENINGS BETWEEN GARAGE AND RESIDENCE permitted in these walls. Garages over SHALL BE EQUIPPED WITH SOLID WOOD DOOR,SOLID OR 3,000 sq.ft.require protection when HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8", closer than 20 feet to the property line. OR 20 MINUTE FIRE RATED DOORS. Parapets may be required. ALTERNATE FOUNDATION FOR ACCESSORY BUILDINGS FROM ENGINEERED TRUSS OR 400 SQ.FT.TO 3000 SQ.FT. RAFTER SIZE AND SPACING x @ O.C. SECTION A-A �� ROOFING MATERIAL J ROOFING PAPER < 11 - 0 ROOF ITA• " SHEATHING - DOUBLE TOP PLATE �=- �_ , " • .: •• �IIIIIIII SOLID BLOCKING -011ll ;: • 1111- 11111 WALL HEIGHT I sIIL - •�IIIIII® BETWEEN.TRUSSES III ==1116 ''• •• . 24"MIN. _ (2)#4 REBAR i WALL SHEATHING 1----12----I 2x @ O.C. SIDING PRESSURE TREATED SOLE PLATE .4 .t • • •,'".• : i _ •: I- 1 ;,; 3-1/2"CONCRETE SLAB =1r ' ' • • 6"MIN. 6"MIN. '1111= ` 4. NIZIErlat Eflliirt:' . . 1:11E-111 7 Ti--"ice '=___:- =11111=11h , . .• • iIsIIII " =1111I1r." ANCHOR BOLTS II h,;a •• Mil•-14. 24"MIN. 24"MIN. 6 MIN 1 e 1/2x9 MIN. : I .••.• • ; (7"INTO CONCRETE) \ = 6'O.C.OR APPROVED I-12"--1 I (2) )#4 REBAR 6"x12" ANCHOR INSTALLED FOOTING PER MANUFACTURER. . . F L E `� REVIEWED FOR CODE COMPLIANCE FOUNDATION PLAN SPOKAN leY YBUI PING D ISION /1ll .! I PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THr`WING BELOW`. �1 \ BUILDING DIMENSIONS: ll GARAGE OPENING AND HEADER SIZE: INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN. WIDTH FUDGE LINE E I A I A WM. �..1 w I I I I fI � ( I I I I I ) I I 1 Please note that while every effort is made to assure the accuracy of the information contained in this brochure is not warranted for accuracy.This document is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investigation. 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Li � _ 1 Applicant Name: SUB # Phone : REV # Site Address/parcel number: *Wane Minimum Residential Site Plan Requirements Valley ❑ Site Address and/or parcel number 0 Footprint of proposed structures ❑ Street(s) name **Please label all existing and proposed structures ❑ Property Dimensions .' 0 Setbacks from proposed structure wall to property lines ❑ Property Square footage 0 Setbacks from proposed structure eave line to property lines ❑ Location of proposed driveway ❑ Easements(utility, border or access) 4 75' ► '.C: ••••• •• :C': CCC •••:•':'i CCCC: : C• •• CC CC C:::