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2015, 05-07 Permit App: BLD-2015-1043 Storage Shed Community Development Department (Staff Use Only) Permit Center 11703 East Sprague Avenue, Suite B-3 PERMIT NUMBER: Spokane ■ Spokane Valley, WA 99206 Tel: (509) 720-5240 PERMIT FEE: %11ey Fax: (509) 688-0037 4000permitcenter@spoka nevallev.orq • RESIDENTIAL CONSTRUCTION PERMIT APPLICATION Iri NEW CONSTRUCTION ADDITION/REMODEL El ACCESSORY BUILDING ri DECK OTHER ( L� SITE ADDRESS: Project �--` )I� —(01-1-$ ASSESSORS PARCEL NO.: LEGAL DESCRIPTION: RECEIVED OWNER/APPLICANT (CHECK BOX,IF MAIN CONTACT 0): W gEtc) L` ec'r.c vlc4tr-AY al 2115 NAME: 1�,:li,r" r�� L• 3¢h��CVS'��-- s / � (SI.l S 11 ,` (; N I ER ADDRESS: !&I l,V 1i �_- 2 K GkVe CITY: -S polLe.Kc, V 4 1l e STATE: ((-4S.1"s TvYnR f _._ rt), PHONE: 5G f- et,3- FAX: EMAIL:£o€e, .ti co-3a-e" Yk•,.q, n--)t-t. CONTACT NAME: 0 PHONE: FAX: EMAIL: CONTRACTOR NAME (CHECK BOX,IF MAIN CONTACT❑): MAILING ADDRESS: CITY: STATE: ZIP: • PHONE: FAX: EMAIL: CONTRACTOR LICENSE No.: EXPIRES: CITY BUSINESS LICENSE NO.: DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE: -lv & 1d ct 2q X3v 5--I-0,-& S[<cd ****YOU MUST COMPLETE THE FOLLOWING**** MARK N/A IF NOT APPLICABLE Height to Peak: j$ Dimensions: z'-/ 3c) 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 300/0 Slopes on 4-2-0 FT: Area: Property: No. of Bedrooms: Construction Type: Heat Source: Sewer or Septic: TOTAL COST OF PROJECT: $ 121 MO 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: \ftirl, RESIDENTIAL BUILDING PLAN CHECKLIST Spokane • "' ❑ SITE PLAN (2 COPIES): Refer to Residential Site Plan Guide Valley ❑ MECHANICAL&VENTILATION FORM (2 COPIES): Available at www.spokanevalley.org --= 0 BUILDING PLANS (2 SETS): Drawn/drafted to scale with the information described below, as applicable: (2012 International Residential Code references included in italicized text) 0 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 ❑Window&door location &sizes R310/R311 --.1=1 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 ❑ 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 •7---"❑ ROOF FRAMING PLAN ❑ Floor plan with dimensions . Ca.t ladionS ❑ Elevations (front-and side-view) ❑ 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 o Guard height and picket spacing R312 ❑ BUILDING CROSS-SECTION DETAIL showing: 0 ENERGY CODE PACKET o Roof ❑ download WA State Energy Code worksheets at: ❑ Ceiling www.wsu.edu/BuildingEfficiency/EnergvCode.aspx ❑Wall ❑ Prescriptive/Component Performance worksheet O Floor(s) ❑ Glazing (window/skylight) schedule worksheet ❑ Foundation Wall ❑ Heating system sizing worksheet ❑ Footing HELPFUL LINKS WHEN PREPARING YOUR CONSTRUCTION PLANS: -International Code Council free eCode access: http://publicecodes.cyberreqs.com/icod/index.htm -Washington State Building Code Council: https://fortress.wa..qov/ga/apps/sbcc/Page.aspx?nid=14 -Spokane Valley Municipal Code: http://www.codepublishing.com/wa/spokanevalley/ SGS mac K , Project t -d015- 10. 4Residential Driveway Sjökane MAY lq aPAVING WAIVER � �. Valley S`.J ✓E =; t4dmunit Development- Planning Division _ 11703 E Sprague Ave Suite B-3 • Spokane Valley WA 99206 ;'509.720.5026♦ ax: 509.688.0037 1 planning@spokanevalley.org Spokane Valley Municipal Code(SVMC)Sectio 19.40.020.B; "All residential driveway and off-street parking areas shall be paved with asphalt,Portland cement,grasscrete,paver blocks or other equivalent hard surface material". A paving waiver can only be granted if the structure you are proposing is not going to require a driveway for daily use. PART I - OWNER INFORMATION OWNER NAME: WV/tell L- 6•Gktcs 1 cos Cc • PARCEL#: ADDRESS: / I t20 Y /`.. Z `I �LGtJ-e - CITY: ) l,--c+v.z, V a-CkLt,‘ STATE: Vim" ZIP: < 92477- cf 5i> PHONE: 067-3-f 5/7-V FAX: CELL: 2i' -56&( EMAIL: A)(3ec11 KCc &� E �yi.c,1/4. PART Il -DETAILS OF PAVING WAIVER 1. Do you have an existing garage for parking daily use vehicles? IVKIES ❑ NO 2. Is the proposed detached structure used for storage only? "YES 0 NO 3. Do you plan on using the detached structure to park vehicles? []' ES ❑ NO If yes, then what type of vehicles? 124- v.-• -s 4. Do you plan to conduct a business from proposed detached structure? ❑ YES I✓ IO If so, what is the nature of your business? PART III -AUTHORIZATION (,(PRINT NAME)tag-rve.t 1.6eH,,.z.„cc s, owner, hereby confirm that the information provided on this form is true and correct. I acknowledge that any change in the foregoing conditions, could require the City to impose paving requirements. I further agree to report any change in these conditions to the Spokane Valley Community Development Department, Planning Division, within 30 days. - - - -5-17/aoc s' Owner S' nature Date PART IV- DECISION STAFF HAS REVIEWED THE PROPOSED PAVING WAIVERO BEHALF OF THE CON NITY DEVELOPMENT DIRECTOR AND FIND THE REQUEST IS GRANTED AT /(D ' 0` SAID ADV- - OR PERMIT#: ,.. I ' Al. -Al .1 / ' Ili 15 Planni e 'iv'.. en Staff Signatur:7 Date Created 6/27/11 Page 1 of 1 , , ,............ i Proic:,ct #.1)--'9-76.E1 io 3 RECEIVED . . KAT o b( ZUt ( SV P E iz: MIT CENTER i . • 1 • UE , . , 1 if ^-\ VI */ 7 41 ); 1 , 0 N., . _. ]-• TE PLAN r• y APPFTED / i i filo( A. ' id i..A.,: ! , DATE: I • , IN FILE • le t-- ' 4-', . PROJECT# —4. 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CAt fn A tx, .ci,i er or lei.,,,,,-, \ // /,'',/,,-,,,. ...... \\,.,N /- - , \\,/ " \ • /7\ a \ '..41:".",/ //\'''•/A' 7 / , '// 4 4 L.1•045N --C,f -C4 1NZt15, /2•„.„...,„//,,,,,,z(//„ ..,, ,..., -..„. ./„..,- ,/./.., ,,,,,,,,,, \, --,,. \.\\'-.::::' \A\,,N •\\. \ / :// "./\''- rtnm. — ' .: „.,-..„, .,,,,•°' '1.) ')\\/ /\V/'''''''''*//'' '''''' -f, — FOUI\J2IMION (Th s' z i. 0 A2.0 A5.I Job Truss Truss Type Qty Ply WARREN BENINCOSA ' B1504113 A01 Common 14 1 Job Reference(optional) Pro-Build Spokane,Spokane Valley,Bob Jones Run:7.610 s Jan 29 2015 Print 7.610 s Jan 29 2015 MiTek Industries,Inc. Fri May 01 08:47:31 2015 Page 1 I D:fn35BG IZZMNOIIInFpw9pozKv6E-eCwU 1 wjxC_S2C iDiK 1 UwOE IhRx9nBpj16Tc8N GzKuTg 8.3.4 12-0-0 17-8.12 24-0-0 8.3.4 58-12 5-8-12 8-3 4 i� Scale=1:38.4 6.0012 9 10 1.5x4\\ 1.5x4// 2 4 r T 5 1 3 - B1 Iv 14, I LI B2 - Ii ct _ 8 11 7 12 6 3x4= 3x4= 3x6= 3x4= 3x4= 0-5-8(0-1-8) 0-5-8(0-1-8) 8.23 15.9.13 24.0.0 8.2-3 I 7-7-11 I 8.2-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.11 6-8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.30 Vert(TL) -0.21 5-6 >999 180 TCDL 7.0 Rep Stress Incr Yes WB 0.27 Horz(TL) 0.05 5 n/a n/a BCLL 0.0' Code IRC2012/TPI2007 (Matrix) Weight:97 lb FT=20% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.18Btr TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins. BOT CHORD 2x4 DF No.18Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 OF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1059/0-5-8 (min.0-1-8),5=1059/0-5-8 (min.0-1-8) Max Upliftl=-148(LC 6),5=-148(LC 6) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1862/281,2-9=-1621/269,3-9=-1524/289,3-10=-1524/289,4-10=-1621/269,4-5=-1862/281 BOT CHORD 1-8=-192/1570,8-11=-69/1061,7-11=-69/1061,7-12=-69/1061,6-12=-69/1061,5-0=-192/1570 WEBS 3-6=-72/619,4-6=-450/157,3-8=-72/619,2-8=-450/157 JOINT STRESS INDEX 1=0.00,2=0.00,3=0.00,4=0.00,5=0.00,6=0.00,7=0.00 and 8=0.00 NOTES- 1)Wind:ASCE 7-10;Vult=110mph(3-second gust)V(IRC2012)=87mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed;C-C Exterior(2);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=8.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=148,5=148. 7)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type . ' Qty Ply WARREN BENINCOSA B1504113 A02 Common Supported Gable 2 1 Job Reference(optional) Pro-Build Spokane,Spokane Valley,Bob Jones Run:7.610 s Jan 29 2015 Print 7.610 s Jan 29 2015 MiTek Industries,Inc. Fri May 01 08:47:31 2015 Page 1 I D:fn35BG IZZMNOIIInFpw9pozKv6E-eCwU 1 wjxC_S2C iD iK1 UwOE I kJxDZBsP16Tc8NGzKuTg i 12-0-0 1 1 1x -0-0 Scale=1:39.6 4x4= 6 5 7 6.00 12 4 8 ■ 3 • • 9 • STI 2 ST2 ST6 10 ST3 ST7 • • ST4 ST3 STS ST9 11 1 c C ® B1 8 @ iB2 i kr.. ii 3x4= 20 19 18 17 16 15 14 13 12 3x4= 5x6= 24-0-0 24-0-0 Plate Offsets(X,Y)—[16:0-3-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) Na - Na 999 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.06 Vert(TL) Na - Na 999 TCDL 7.0 Rep Stress!nor Yes WB 0.10 Horz(TL) 0.00 11 Na Na BCLL 0.0 • Code IRC2012/TPI2007 (Matrix) Weight:113 lb FT=20% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 24-0-0. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)1,11,17,18,19,20,15,14,13,12 Max Gray All reactions 250 lb or less at joint(s)1,11,16,17,18,19,15,14,13 except 20=368(LC 10),12=368(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-20=-275/105,10-12=-275/105 JOINT STRESS INDEX 1=0.00,2=0.00,3=0.00,4=0.00,5=0.00,6=0.00,7=0.00,8=0.00,9=0.00,10=0.00,11=0.00,12=0.00,13=0.00,14=0.00,15=0.00,16=0.00,17=0.00,18=0.00,19=0.00 and 20=0.00 NOTES- 1)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category It;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,11,17,18,19,20,15,14,13,12. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1,11. 11)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard u / 24-00-00 / A02 o • o 0a. 0 0 0 o o • o • A02 / 24-00-00 / Oil I v+;ovitc . F ri-1AV 314AMOcle 110310 E.Montgomery DIAGRAM IMILT polwne.WA 99110 a.,, .md"°„ algid De DWANEA PRO H L WARREN BENINCOSA �� 2014 s�.... '""'.:n:IIDdmSaE; rr*Eltt.e e wm "" M.: SPOKANE VALLEY DRAWNRV: KK 81504113 °^ ^^P^ .s•^^"=^ d, SCGRE ADDRESS u.m'.w w�i��s .r..u NM .. REVIEWED FOR CODE OONIPLIANc a ALLEY BUILDING DIV : .