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2012, 09-24 Permit App: BLD-2012-1674 Patio Cover
Spokane jUalley° • Community Development Department Permit Center 11703 East Sprague Avenue, Suite B-3 Spokane Valley, WA 99206 Tel: (509) 688-0036 Fax: (509) 688-0037 permitcenter@sookanevallev.orq (Staff Use Only) PERMIT NUMBER: PERMIT FEE: RESIDENTIAL CONSTRUCTION PERMIT APPLICATION 0 NEW CONSTRUCTION ❑ DECK SITE ADDRESS: / O? / ASSESSORS PARCEL NO.: O ADDITION/REMODEL 0 OTHER f '1 7 LEGAL DESCRI BUILDING OWNER NAME: NAME: SC_ P-1 t e.S S ADDRESS:ITQ 'ji 5 E lI CITY: 5i. f� ✓+ - • ` ` PHONE: FAX: 20 CELL: i---09.....9.51-63-73 CONTACT NAME: PHONE: Sc 0-1 t CONTRACTOR NAME: MAILING ADDRESS: PO FAX: OLi reA S vi C 8 CITY: cll‘a ✓�c� CELL: (6-C / s9"/ y 23 STATE: PHONE: ice) 9_22 2ii SO FAX: ZCJ/ &-/ 2-20 CELL: /.13471 CONTRACTOR LICENSE No.: 00 )I EXPIRES: 2— 1 — / / CITY BUSINESS LICENSE NO.: (bO ISD S ' DESCRIBE THE SCOPE OF WORK IN DETM�IL AND INDICATE USE & PROPOSED USE: Og pzikikic n, 4:0 CC,Yef ZIP: 5)702_,-- o 7Q2/)5' 34/z ®2 / ****YOU MUST COMPLETE THE FOLLOWING**** N/A IF NOT APPLICABLE Height to Peak: / 2,' Dimensions: 2 q x I No. of Stories: IA4 Total Habitable Space: f l ei Main Floor SQ FT: q Upper Floor,SQ FT: / n77- Unfinished Basement SQ FT: y1,� Finished Basement SQ FT: r ` !I_ Garage Q FT: j'l Deck/Covered Patio SQ FT: , 3 2 Impervious Surface Area: tic(Property: 30% S10 es on 0 of No. of Bedrooms: Construction Type: q Lolik Heat Source: , a Sewer or Septic: S,,.,h5 / TOTAL COST OF PROJECT: $ 6 a O u. 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 requir,dto be submitted and subsequently approved before this application can be processed. Signature Date: -2&-/ 7 -- 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 CHE. LIST DIRECTIONS: • Place a check mark in box next to each document required for complete submittal. o SITE PLAN o Property lines and dimensions o Direction arrow pointing North and orientation to streets o Proposed/existing buildings (footprint and dimensions) o Utilities, septic_tan(C/grain field locations and distances o Setbacks to property lines o Distance between buildings o Right of way/easement location & sizes o Driveway approach size and location BUILDING PLANS (3 SETS) (minimum 1/8 inch scale or completely dimensioned) D Elevations (Front/Rear/Sides) with roof peak and wall height including basement: D.Foundation Plan (crawlspace, basement or slab on grade): o Footing sizes and locations o Perimeter concrete foundation wall sizes o Crawlspace ventilation o Supporting wood cripple walls or beams o Thickened concrete pads supporting beams or girder trusses ❑ Floor Plan of each level (finished or unfinished) with dimensions: o Floor Joist direction, size and spacing o Header, beam or concrete lintel sizes o Brace wall panel locations o Water heater and furnace locations o Exhaust fan locations o Deck or concrete patio sizes and locations D Roof Plan: o Engineered truss direction and spacing o Rafter and over frame direction, size and spacing D Wall Section Detail including: Roof o Slope/ roofing material/ underlayment/ ice dam protectio o Sheathing size and type Ceiling o Joist size and spacing Wall o Height/ top plate/ stud size and spacing/ sole plate o Exterior sheathing size and type Floor o Joist size and spacing Foundation Wall o Concrete or Masonry unit width o Earth to wood separation distance Footing o Size Radon o Passive system with 6mi1 vapor barrier Miscellaneous Construction Details O Deck: o Floor plan/ side view/ dimensions o Floor Joist/ decking direction, size and spacing D Stairway tread rise & run and nosing o Window and door location and sizes o Window well locations if applicable o Room usage labels o Smoke detector locations o Attic and crawl space access locations o Fire Wall construction o Ridge, eave and valley lines o Beam and girder size and location n o Truss or rafter size, spacing & connection o Attic insulation/ air space baffle/ ventilation o Size of ceiling gypsum wall board o Siding/ exterior house wrap/ anchor bolts o Insulation, vapor barrier, gypsum wall board o Sheathing or concrete floor size/ insulation o Footing bottom to finished ground level depth o Horizontal & vertical reinforcement if any o Reinforcement if any o Active system with 6 mil vapor barrier o Footings/ post/ and beam size and locations o Handrail / Guard height & spacing r sto-f " acts � S t o is- E. 41,791 Spay.e. 92(344. soq_9?/-6373 63, Project # RECEIVED SEP 2 4 2012 CSV PERMIT CENTER STUB # REV. # 3y' -41/71 � N/4. 1r v, +, Ht' Sl' I lR 115' ,0 !S2' -Woo fo a I 610 11 p !Cc '6 yf }Y�"'S!"ICIdk 1A4er Co+n�p coo- oTh fl ?//G b5& .i YSXIo 1E4 lon..n>}e =e r.+ Qr4,Ibr, 4Fuss boib i I /' !st 1'e1 he.m. �I&yhey fl J;c I i 4,_,act.ei 5.W..i ecps re.t. 5w }t H4sk,ns 1091,5 Ed?"' spoKAn'e Wale k) ft s°9-9 `-C34y3 I I —TRA FULL MA EACH SIDE ECTION DETAIL PRPME SOLID STUDS AT BEM. BEARING. SOLID STUOS.TOSE INSTALEDODWU TO POUNDATON 9( 095fr oc c.,nc rr}K�'n Imo},. �44. ceacS- /go St • .2© A 1 Y proof -fon t8 1 orch,rds IWA19.027 FOc 504- $4o?6 _—Oura'ldo 1 Fro Bo;NB-1i Otis Orchards, WA 1YDI71 won _ so4-3yzco261 _ 5c0if tabs -E 4``?'"�qr�- Spza cine VJk !JI s.9,-991-6373 1 Ro. 6161 r 3 Se o. 15^ 1412- .:511PM warrlal} V best Bd Y, a Span. Fl -BM Left tax Right OR Englneubry 200000 4 2- 0- 0 2- D- 0 5Aa0. 06712 I R2 I 1 scis SaV36TORE JD 6t 10-6-6 o 3-15 HH 4 %P TC SP W$ 0 A:1575 VI 271 O 0 22611 ezT= a x2%611 *StallD \ S %'414 306.- a� nD :-� i�rr"�c�:-�9 9t,x 171 �- BSC 207-743514.4 2h411 "14411 a1w411 22411 +24.411 +Wahl -...13 81. 10-6-6 SO 3-15 Ha 4 10-0.0 4-5-12 6 W 508 8:1575 V: 277 2- -0 5-6-4 10-0-o -40 20 O-0 14-5-12 0-0-0 91 r309I6- Beam art Cults its r63020 Scala: 0.381'=1' (stetsOnline online ;Ina -. Version 30.0,009 6 -0 RCM DXtet 25-38P-12 TC BC W8 CPX 0.5757 0.81 0.61 2x 4 DPL -1e 3x 4 1314t,-12: 266 DFL-OTUD Brice tides or follows[ 0.C. Fx00 To Te Cone. 0- 0- 0 20- 0. 0 or 34.0' 0- 4- 0 20- 0- s BC Cate. 0- 0- 0 54- a- 0 o. 90.0- 0- 0- 0 20- 0- 0 pef-id sad Live TC 7.0 54.11 2c 10.0 0.0 Tc+90 17.0 50.0 Tatar 67.0 Gpacin9 24.0- Ln.ber Duration tactor 1.15 Plate Duration Factor 1.15 9b Pc Ft Emin TC 1.15 1.10 1.10 1.10 r 1.10 1.10 1.16 1.10 Total Load Reactions fibs) Jt Down uplift Moria - a 1576 570 V 50 C 1576 218 0 51 8. Sc mpg size • 2vired A 9.5. I.7n L 9.5- Plus 6 wind Lead Cassa( flee ' 1 Ube LL toad Daae tel PluS 1 DL Load Caseta1 Meabr C5I P Lbg sal -CST -Dad Top theses 0.57 5164 O 0.54 0.35 C -a 0.91 1409 C 0.15 0.16 e -e 0.51 3809 C 0.19 0.36 N -0 0.49 5164 C 0.14 0.33 1404too Camila --- A -r o.95 4949 T 0.51 0.23 e -D 0.85 4563 x 0.62 n -S 0.05 4963 T . t Ilii ap990H. MUSS H6fd8T. 114.4 %SS 0.55 4949 i 0.62 0.23 Or ooh•ult qualified mans smllding Deaigner as per ANSI/TP-2 1. Wind Loads - ANSI / SCS 7-05 Truss it deaigmd as a Wain Nimddeice aesistanne SyaCem. Wind Speed: 90 Ann Napa knee seight: 25-0 6spoaure Ctte90r/t C Occ1pWOey Factor : 2-00 Wilding Type: Enclosed Zone location: rxcerlor TC and Lead 1 4.0 par SC Dead Load : 6.0 paf Wax comp. inrae 5164 Lbd Mex tens. force 6963 Las CoDleCter Plata Fabrication Tolerance a 159 This truss ie designed for a creep factor of L.5 aitch Se need to salsalate total load deflection. e -G O -D a -a D -W ▪ -H 0,03 113 T 0.49 1267 C 0.61 2116 T 0.49 1261 C 0.01 152 T TL Deal -0.08- to D -N 1.1161 LL dell -0.50• SN D -e 1J396 11. Dasp LL X. 17: Jt C 0.30^ 0.15s 0.45" Shear 1/ Grain in A -D 0-17 platcz for each ply each face. Plate - MTWg 20 Ga, Groes Aero Plarc - 102r 30 G. Grose Area at Type 11C Sire x Y J&T A 11720 3.0612.0 COS Car 0.69 e WT20 3.Ox 4.0 Ctx Gtr 0.06 e D NTa0 1720 NT20 3£726 11f2C 4.0x 7.0 ctr Cir 0.92 1.0x 4.0 Ctr ram 0.e6 3.0x11.0 Ctr Ctr 0.89 2.0a 4.0 Ctr Car 0.20 a 6.0x24.0 car 0.5 0.79 % 14224 2.06. 4.0 ett ata 0.31 6 Cable etude Ca he attached W1Ch 2-0x4.6 02046 each and. taw TO oHLTNO etas anew. 606156 M1YD fl1OOL6 NNW 60a ADDTTIOILL SPECIFICATIONS. MOTES: Tzawae zrnufeceered by: galley DM Nay Analysis Conforms To: rnC/t6c2009 TPI 2007 OM Leading 80560 par 2.0 oeuign checked roe 10 psi non- conrnreiat LL on BC. prose designed fer,rind loads 'n WAc plane DT the tamp. only. Paz 'tide expat.d to wind (normal he the face), 0,33 see Standard industry Cable 0.23 and Details es applicabl., Clam ALL"' O(ygp'g l:nc ai0:0604 EnEb:MnI. 9a nti 62040124dkd2 PM P53t4 PO BO%218 870Si Otte °coh63ds' So9 Q4oe7 t / sc_o-►t FIa.SK,.,s l 0 9 i s E, ``17111 1,, 5p3Kct91r Valles ^'a Sol- 9114/- 6373 • •�'R.27.-2012- 1=11FM---vale e butwav Ns. 6161._0. 2 Left OK net 01i ` Engineering 2- 0- 0 2- 0- 0 mark 1 ()non yPe q66712 I $1 r 6 SCEs Span PL -81 200000 4 GxV2540EN JD A 10-6-6 eo 3-15 IB 4 4x7= FL NO 1-15 10-6-8 00 l e 509 R!1,,5 B: 277 0-0 s- • EP 1 10-0-0 le -S-1] x0-0.0 W506 *as 5 U: 277 10-0-, 20-0-0 14-5 aresp2 RS SHOW 26.1. e.Aef9 ABA 4721320 StaatO.2tr T =Tete Oalifc Plan- APPROX. R1D89 YSrGKfr 10 online PLuc -- Verdin 30.0.009 8 -C 0.85 4949 T 0.62 0.23 RUN GATE, 25.84N32 Tc 22 Ke 0.57 2x 4 DIT. -18 0.55 28 4 DPL 1D 0.42 2k 4 DPL -41/1D Baca truss to follows: O.C. From To TC Conc. 0. 0. 0 20- 0- 0 64 24-0* 0- a- 0 20- 0- 0 BC Cont. 0- 0- 0 20- 0- 0 Or 90.0^ pat-Ld 051.6 1.002- 2C .iv¢TC 7.0 50.0 DC 10.0 0.0 TC•BC 17.0 50.0 Tecnl 47.0 2pacior 24.ae Lumber Detneien facto 1-15 Plate Dulaeion Paat02 1 15 eb Fe Pa- Vmin 1.13 1.10 2.10 1.10 BC 1.10 .1.10 1.10 1.10 total Load Reaotims fort) Oh Dena Uplift Maris- A 1576 278 a 50 C 1576 278 U 31 R ,lt erg 9520 Required A 5.5^ 1-7^ C 5.5• 1.7^ Fit= 6 Rind Load Caae(e) nos 1 LSC LL Load Case(r) Flue 1 DL Load Cade(e) mambo CSI a Lee Axl -CBI -and Top Chords - A -a 0.57 5164 C 0.14 0.13 O -8 0.51 3809 c 0.15 0.36 B -n 0.51 3909 C 0.15 0.38 R -C 0.57 5264 C 0.24 0.33 none= chorda 0.05 4549 f 0.62 0.23 7 -D 0.85 4961: 0.61 0.23 D 0.66 4963 7 0.61 0.53 ✓ -q 0.03 a -D 0.49 D -B 0.01 B -R 0.4P R -R 0.D3 Near 262 T 1261 1836 1' T 1267 C 152 TL Oefl -0.091 in D -8 L/261 L1 D6f1 -0.69• in D .B L/390 Bs Disp LL DL ea St C 0.30• 0.151" 0.45' Shear // Crain. 1a A -6 0.37 Plates for each ply each face. Plan • 65t20 2a Re. Crass Area Plate - 76021L 20 w, Crean Arca t▪ ype Pit Stan T T 392 A 1820 3.0x12.0 Ctr Cen 0.49 c NT20 7.ax 4.0 Cdr Ctr 0.06 R 'nap 4.0m 7.0 =co Cur 0.91 R 14420 3.0m 4.0 Car eta 0.84 C NT10 3.0x12.0 CCt CCr 0.011 P 9.1120 2.0E 4.0 Cas CCs 0.29 D Ria& 0.0614.0 etc 6-5 009 • R220 1.0x 4_f err Ctr 0.32 REFER TO ODLIBO PLUS G1412501 bad AND UnTrOoa S8427 FOR ADDITIORRL &PRCSPICATIOKS. MOT98: Trustee Wrufaetarad by: Valley Best rnV Aen15616 Co/atones Pa! IBC/1RCT00, Ter 2007 ON Laddiag Soffit pat 0.0 Tris Cross hag Damn designed fns 20.0 paf LL on the B.C. in areas .tap a reetrnglt 3- 6 0 Wand 2- 0- a wide will fit nateeen the B.C. _ and any Offer maroer. DeaL2A Oinked for 10 per non - concurrent LL 0msc. wind Leach - ANSI / ASCE 7-05 Oweour O COpef2Meduesmedo:} vbem Shh109 EghW%9- Prima wawa saes mm Few41 92 L59 Tsuee la ➢➢signed as a )4e4n wind-Toroe Reeietanae Syaaem. wend Speed: 90 mph Rem Root Weights 23-2 expeause Category: Oevupaaey Packer : 1.00 Building Type/ Rnclaaad Zona location! anterior TC Des& LfA4 2 6.0 paf BC Dead Lead : .0 pat Rte aWap. force 5164 Lha Nam tens. fordo 4253 Lae Connector Plata Pahlloatlon Tolerance = 1511, this trues is designed for a . reap doctor of 3.5 which if sad to calcnlaeo total load daflmtion. pom-S9de ;K Box 218 Otis Orchards, Doe‘ 0761 s09- 392- Sc01t 1o9is- E.`'40 SpcKane Vti)t1 U3 - 5o9- 799- (-373