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20120219 Permit Pkg 07242012City of Yell Community Development Department Sell Orvbinn Pnane: 13501458,1401 Fax: (360) 45all Applicatt Name: SOUNOBWLT M LLC Address: PO BOX 73790 PUYALLUP WA 04373 Permit No 20120219 Issue Dole: 71MG12 lW[m most le wgMM wThm IN dame) ProWM Inrormadom Site Addlaea 10071 JENSEN DR SE" limner: BOUNDBOILTWW Assessor Pat ®I No.: 786,W104400 SubNNNM: TAtIOMATERM U)t H Contractor Internal Name: SOUNOBNLT NN LLC Phone'. Address PO BOX 737W PUYALLUP WA M73 GenOacMr Uwnse No Explma: 11100XIq.J Project Itrtotmatlon: project NEW RESIDENTIAL BUILDING De¢Ctrytion olWOk'. LOTH, PWi 1132 Sq. Ft per floor: Heal Type EmsetdF Gas. Deer). GAS Filet 1732 Beyond Third Emepe 421 BeeemelM Fees: Item CmlM1al Fees NEWRESIDEN➢ALBUILDING SOIINDBNLTNWLLO $12,ON09 MECXANICAL SOUND HEATING O AC S 7175 P UMBING RAINIER VIEW ROGER 5 Used TOTAL FEES: S13.M," Appli,mC, d: OFFIClAl 113EONLY Iroom Nrt I hill read and enemined tax lnarmatlw conUlnM Veen he appluxam and ones the same W a Ind Ind reLL 1161 rents the Mn pmpwed ism M In mntmmry xM all apgroNle rely of yyy mpmy Yuri tyuMlons Inouenp Pau paroming Zoning and land autellMm, and In a'tltllm, all several essamends and tuMtlbn[ M exceed If apNNrq a mmntlw, I former corty, that l am rutrenit/ Flimllmq[0on: reseened In the St of hale, si G zk a 7-24 -12 DOW �,aU dbw ,✓.ul• 70) wt 6 I 8402 REC#: 001(0 752 7/24/2012 Co., AM OPER: CO REAM: 001 REF#: 13943 IRAN: 33,0000 14,30.16M BUILDING PERMITS 201202214,30.16M SOUNDBOIL7 NW LLC 10012 JENSEN DR SE 64 810 -RESI 14,151.91CR NECK 78.25M Pl 118.000p BRAN20120: 33,0000 SCILOING PERMITS 222 13,660.74CR 10065 JERT NM III OLD R10065 JENSEN 0.p SE 43 RECH 13,457.49OR PL 7B.25CN 125.00CR TR4N20: 33120221 ,0000 BUILOINS PERMITS 13,637.Bn SllUNOBUILi NW LLC 10006 JENSEN DR SE 55 80-RESI 13,01.50 NECK 78,25M PI 1 is. 000R TRAN: 33.WDO BUILDING PERMITS 20120220 14 080 2DLN SWADBUILT 0 LLC 10059 JERSEN 0.p " M2 BLO -RESI 13,883.95M MECM 70 25CIi PL 118.00CR IRAN: 33,0000 WILOINS PERMITS 20129219 13,068,64CR SDUNp&IILI NW LLC IM71 JENSEN DR SE OLD_ q4 RESI 12,892.BTR MECH 71.75M PL 104.000H TRAN: 33,0000 BUILDING PERMITS 20120216 13, 422, 1 4C SBUM UILT NW LC 10018 JENSEN OR HE 53 SLOLRESI ECH 13,246,39CR PL 71.75CR 1S4.000R iPNL 82,217,71 CHECK APPLIED: IEO: 82,217.7F- CHARGE: 0,00 CT OF VELM cW /c30 C29 RESIDEINTNL BUILDING PEf1MITAPPLICATION FORK PmfMAaEreee. IDD71 M� Dr 5E Pamela 1796'20121100 SuIgv%on: Mx I" Lot k� I �9 Plan 0 --LL l- f — ZoniN Nw Comm Ybn 0 RsModai /Ro-ROOf /Addition a Ham OccuFOEan Sign PlumnN Iy,Nequrccal !-� , Moaib I Ham Mrexmm D OMe! Plopct OasaiFEWryS a1P1e oINb�IIIlY.: FY)I lcl ✓ivu) S(YNk 44.MT home, Project Value M%plbgT�-.7y Eluding Amm,M 10 Fkycr_L7 22. 2w Floor= Oarape 421 Deck= Sammie Carport � PaEO_ k Betlroome_a aSaMmons, HmtiIq(�OTHER or ELECTRIC(Chtla Om) Are there my wwwri amly mnstw arm Incabd on Me am ? ND Eyes, a amWebd enWnxlmenbl dleWist mug aaampeny permit appli atice. 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ZIF Y9373 FAX CONTRA L NSEY i u ENPDATE CITY LICENSE me TELEPHONE ,9 - _,$y+ ?�, h c EMMIL .SS3- ff]S -c.iRs =:E CIT1�STATE�_jIP FAX CO CT R'S LICENSE k ea: MCU, WDATE CITY LICENSE Copy d magedon epleenlanf vaM Vehn Community 6pmwob, it eppllceab I m.q vary ev w.mW IW W,mWn W ten.rtamawwv,mawv nn,.na w ovua.vr emn+v.aw .ee.. e.ene.9 vno.nr.me.l..vo,e. own w w, n,w w ma.xneW erw ms W welxealW� ma w CI1y aYMm. / AppN n� Ya &pmWn Dap Owmrl COnklLla era Apantl nlrMa'a Apsnt lPbma cllcN Om.l All pammb am nmbamNnlb area WIH exams H mark authorized by such I1asIR b not bqun wiMln IN "Pas of Imwn m, or M Work Is sumandm or marooned for a perlad of IN days IOf YOM Avenue Wnv (30) 4ArAN9 Y[I� WA M597 mmwe.Ye /amnru L�T ,5 ,F AREA ROOF APTA ;MFERWINVE w OWKWAY, WALK h PATIO AREA:_ 668 SF 333> 5F APPROX. AREA TO BE CLEARED Ail EXPOSED SOILS WLL BE WLCHEO WHEN NOT BEING WORKED SOUNDBUILT HOMES LOT 44 TOHOMA TERRA 10071 JENSEN DR_ SE. YELM WA. 98597 Parcel # '78640104400 �— 1 STORY RAMBLER 20 setbock JENSEN DRIVE�� 1 185 "g ' W _ To N p O -9 '- 6 I Z pR0p0 bg2 SED n PTOn 5' 5' TO 8zt — d Onu PEs TAh10 8 —. 5, E EAsE,.�„ MA BLVD SE �r ShT FENCE (ITP - W N N o � Z � FILZ SSCCALC 11 " -200'' 0 10�_ 20_— 40 _4)cv, 7�w-zt Aalj- yy 90 /ZG2l F Pace 1 of 3 Joe Job Tmas Truss Type Ply TAHONA TERRA In (ids) /deft Lid 44FIX ROOF TRUSS 3 1 TSE #7727 1 TC 0.63 VM(LL) -0.8221 -22 >691 360 W20 185/148 Job Reference (milonal) TM I'mss .rt' arty Truss, Sumner in., Eugsoe 0 / Burlington WA, TP 6.00 12 1Ox10 MTi8H4 5x5 4x5 i 524 5x9 i 23 4 44 i 3 05 i 1 2 22 rid 21 4x9; 10x10 MT18H= 8x8 = 5xil 300 12 G UTION I l WHEN P/ DIMING HARD CypP y USE'DUCUMEMAND MARRUPS- MI'TING 6 1 25 Stale: 392 " =1' 4 x >VW01 axis-- 1026 Sx12 hill 3x7 27 3x7 8 4 3x7 2 12 = 15 3x4 _ 20 19 28 18 17 6x6 — 13 4x` _ 7x8 MT18H= 3x4 11 3x8 MT18H II 5x5 = 4x5 = Bxg = FRAME RIPPED P OFF VERT AND ADDED 2X6 SCAB FULL HEIGHT BOTH SIDES. NAIL WITH 10d (0.131" If 3') NAILS SPACED 4"m AND (3}tOd EACH END LOADING(pal) TCLL 25.0 SPACING 2-0-0 C91 DEFL In (ids) /deft Lid PLATES GRIP (Roof Snow =25.0) phussi reresse 1.15 TC 0.63 VM(LL) -0.8221 -22 >691 360 W20 185/148 Lumber increase 1.15 BC 0.89 Ved(TL) - 1.2121 -22 >487 240 MT18H 185/148 BCD IL 0.0 Rep Stress Inv YES WEI 0.90 HoR(TL) 0.82 13 Na Na BCDL ZO Code IRC2009RPI2007 (Mab4) Weigh: 3501E FT =16% LUMBER BRACING TOP CHORD 2x4 HF No.2 •Excepr TOP CHORD Strctural wood sheathing directly applied or 2 -2-0 oc puffins, except 73,75,74: 2x6 he No.2 2 -0-0 oc puffins (4-74 maxi: 7-8. BOT CHORD 2x4 HF No.2'Excepr BOT CHORD Rigid ceiling directly applied v 2 -2-0 oc bracing. Except: 81: 2x6 DF SS, Si HF 1650F 1.5E, B8: 2x4 HF Stud, B7'. 2x4 OF SS 1 Row M midpt 9.16 WEBS 2x4 HF No.2 •Excepr WEBS 1 Row in midpi 5-20,6-19,8-18,7-18,10-16,4.21 W1,W1404: 2x4 HF Stud, Willi 2x4 Hle 16WF 1.5E SLIDER Left 2x4 HF No.2 7-2-11 REACTIONS fortune) 240551053 (min. O.2 -9), 11238110 -33 (min. 033), 12= 162/Mechanical Max Hom2= 127(LC 7) Max Jpli t2-- 214(LC 7), 13= 159(LC 8), 12=36(LC 8) Max Gmv2= 24941LC 17), 13= 2975(LC 17), 12= 177(LC 15) FORCES (to) - Maximum COmpressionMlaximum Tension TOP CHORD 1 -2 /45, 23=- 9282 /670, 3+-- 8788/584, 4-215223(352, 523=5061/355, 524 =- U38252, 644 =- 32741275, 6- 7= 4927280, &9= 32g0/287, 9-25= 3121/225, 10 -21 -. 3444209, 1026= -3475/202, 2&27 =. 3608/185, 11 -27 =3 757/184, 11 -12= -0231, 73=- 2315236 BOT CHORD 2- 22-- -8568467, 21- 22= 503/84 20.21= 263 /4792, 19- 20 = -94/ 2918, l&28= -34/2604,18-28=-34r2504,17-18= 11/72, 1 &17 = 4710, 9-16= 561/151, 1516=--343217,14-15= 14/30, 13-14=2834/181, 11- 14=- 2877209, 12 -11 -82/9 WEBS 3- 22=476/158, 5-21- 2624237, 6-20=36876,7.19=13711388,16-18-0/3493, 8-18= 3213622, 10.15 = 44185, 4 -22 =- 289/4232, 6-19= 1296/192. &18=- 2053/0, 7- 18= 595/75, 11 -15=- 5 407,10-16=-3991121, 521 =- 1132190 4 -21 W25I816 NOTES (16) 1) Who: ASCE 7-05; 85mph; TCDL=4.Bpst BCDL —k2pst h =256; Cat. II; Exp 8; unclosed, M WFRS flMa- se) gable end zone; cantilever left and right exposed; end ventral MS and right exposeQ Lumber DOL =1.33 plate grip DOL =1.33 2) TCLL ASCE 7 4)5; Pf- -25.0led (flat roof snow), Category 11; Exp B; Partially i C1=1.1, Lu =50-0-0 3) Unbalanced snow loads have Wen considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 pp or 1.00 fimes flat roof load of 25.0 psf on overhangs nonaoncurenl with other live loads. 5) Provide adequate drainage to prevent water pordirg. 6) All plates are MT20 plates unless otherxise indicated. 7) This truss has been designed for a 10.0 psf bottom client live load nonconcurent with any other live loads. 8)' This truss has been designed for a live load of 20 Opel on the bottom chord in all areas where a rectangle 3-8-0 tail by 2 -00 wide will fit between the WHOM chord and any other members, with BCDL = 7 Ops' 9) Refer to girders) for truss to more connections, 10) Bending at jant(s) 2 considers parallel to grain value using ANSUTPI t angle to grain formula. Building designer should verity capacity of bearing sultana. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2141E uplift at joint 2 159 lb uplift at joint 13 and W lb uplift at joint 12. 12) This truss is designed in accords. with the 2009 International Residential Code sections R502.11.1 and R802.10 2 and referenced standard ANS17TPI 1. 13)'Semi -rigid pitchWeaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 14) Design assumes 4x2 (flat orientatron) Forms at oc spacing indicatei. fastened to trues TC w/ 2 -103 nails. 15) This truss is designed for a creep factor ot 1.25, which is used to calculate the total load tleflection. The Wilding designer shall very that this paremeterfits wN1 the intended use of this component. 16) All dimensions given in feet - inches- sixteenths (FF IISS) formal. LOAD CASE(S) Standard I WARNING! - VERIFY DESIGN PARAMETERS AND READ ALL NOTES ON THIS TRUSS DRAWING NOTES BEFORE USE. Design alid for use with Mitek onn design is connectors. This d based only upon parameters shown an i f Bn n y po p d s or an individual building component to be i installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during commuclion is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage delivery erection and bracing consult ANSUTPI I Quality CriterugDSB -89 and BCS1 1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, W153719 Digitally signed by: Terry L. Powell, P.E. the'PitUSSco. INC. Paae 2 of 3 Jab Truss Truss Type sty Ply TAHOMA TERRA 10156K A7 GABLE 1 1 TC 0]4 Vaml-L) 0.02 11 Nr 120 MT20 185/148 Jab Rlrferenm (optional) IM Im9e lia.rin immty Imae, &ImnM WA/ hUgene VH / clurlingtal WA, IF 1.4e3 s JUI 31 2U13 MI1 BK InaUeme6, IIIa Man.Jep 1 / W:9tJ,Ze 2Ulz Pagel ID: aD B02BBQdE791VdeC99m9yzATU -j_gWU Uyl_ W1CKuZ .cMscsNuvbixP9nlgHmYgvyckUS -1$0 9.0.0 1511-0 2410.0 30.]-0 3&1.0 4600 -51 -0-0 5564 of o- tit-0 7 -nn 711 e-w 7 -n-0 7a1a Boa Ise MEMBER •ST15' IS BROKEN. APPLY A 2x4 SACKER SCAB TO ONE SIDE AS SHOWN AN NAIL WITH (3 }104 (0.131• x 3' AT EACH MEMBER. PORTIOI OF'ST15• ABOVE BACKER MAY BE REMOVED x12 aG aura = ST16 %T25 8x8 = 8 116,'CH TOPCHORDS @ 4' O.0 �a 4x4 Rill.=\ VV+ ST51 a1m 50 49 48 47 46 45 44 43 42 41 40 39 36 37 3635 34 33 32 31 3028 29 27 3.5 = 5x5 = 3.5 = 3x8 = 46 = 2?523 G921" 20 19 18 17 151- TB 1. 3x5 = `'M''` = 4x5 = ii Scale: 3/32 " =1' TOLL 25.0 SPACING 2 -0-0 CSI DEFL in line) I /defi Ud PLATES GRIP (Rod Snow= -25.0) Platen Increase 1.15 TC 0]4 Vaml-L) 0.02 11 Nr 120 MT20 185/148 Lumberinaeam 1.15 BC 0.50 Vert(T-) 0.03 11 Nr 90 BCD LL 0.0 Rep Sbess Ina VES WE 0.81 Horz(TL) 0.01 10 We We BCDL 7.0 Code IRC20D9/rP12007 (matrix) Weight: 5551b F7 =16% LUMBER BRACING TOP CHORD 2e6 HF No.2'ExmpM TOP CHORD Structural woad smutting i ini applied -600 oc pumns, except T7,T4: 20 HF No.2 2-0.0 cc purlins (104-0 max_): 56. BOTCHORD 2x4 HF N0.2 BOT CHORD Rigid calling directly applied or6 -041 oe bradng. WEBS 2x4 HF No .2 WEBS I Row at mldpt 341, 435, 535, 5-29, 6-29,7-29,8-22 OTHERS 2x4 HF Stud •ExmpY ST20, ST22 ,ST24,ST26,ST29,ST31,ST33,ST34: 2x4 HF W1 WEDGE Left 2x4 HFSPF Stud /STD REACTIONS (Ib /size) 2=295154 -0-0 (min. 0- 9 -15), 46= 556/54 -0-0 (min. 0.9 -75), 41=4901544)-0 (min. 0.915), 35=379/544-0 (min. 0-9-15),20-707/54-0-0 (min. 0.9 -15), 22= 44064-0-0 (min.0.915), 16=487154-0-0 (min. 0.9 -15), 10= 3621544-0 (min. 0-9-15),50-228154-0-0 (min. 0-9 -15), 49=85154-041 (min. 08 -15), 48= 47154-0-0 (min. 0.9 -15), 47= 11154-0-0 (min. 0.9 -15), 45= 18/54-0-0 (min. 0.9 -15), 44= 20154-0-0 (min. 0- 9-15), 43= 15154-0-0 (min. 0-9-15),42=29154,0-0 (min. 0.9 -15), 40�5444 (min. 04-15),39=109/54-0-0 (min. 0-0 -15), 37= 50/54-04 (min.0.915), 38= 315400 (min. 0.915), 34=5954-0-0 (min. 0015), 33= 7315400 (min. 0.9 -15), 32= 75/54-0-0 (min. 0.915), 31 -17/54-0-0 (min. 0 -915), 30=10/54 -0-0 (min. 0.915), 28= 21154 -0-0 (milt 0 -915), 27= 22/544-0 (min. 0.915), 25 8154 -0-0 (min. 0.915), 24= 76154-0-0 (min. 0-9-15),23--571544t (min. 0-9-15),21=2Q5"4 (min. 0- 9-15),20-175440 (min. 0- 9 -15), 19= 1915400 (min. 0-9-15),1809154-0-0 (min. 0-9-15),17=15/54-" (min. 0 -915), 15= 91544-0 (min. 0 -915), 14=38154-0-0 (min. 0-9-15),13=-52/54-" (min. 0-9-15),112=11421644-0 (min. 0.915) 7), 29= 111(1C 8), 22=- 122(LC 8), 16= 115(1-C 8), 10=- 107(LC 8), 50 =41(LC 7), LC 17), 29-- 963(LC 17), 22=698(LC 17), 16 =575(LC 17), 10=375(LC 15), 4), 19 -0(LC 4), 18 =46(LC 4), 17 =39(LC 4), 15 =35(LC 4), FORCES (to) - Maximum CompressiaNalaximum Tension TOP CHORD 1 -2 =0/42, 23 =- 218/117, 3-113= 278/110, 113 - 114 = 138/123, 4- 114 = -47/140, 4115 =- 195/157, &115 = 50830, 58= 0/169, 6- 116 =0 /336, 7 -118=- 131/165, 7- 117 = 0/128, 717- 118 = 110/81, &118=- 215/78,8- 9 = -15/B ,910=- 230/70, 10.77 /42 BOT CHORD 250= -2293, 4950 =- 22/93, 4849= -2283, 47-48=22x93, 4847 = -22193, 45-08 =- 24/115, 44-45 = 24/115, 4314 --- 24/115, 4243=24/115, 2o-zi=alzi, WEBS 3-46--619/142.3 11 l /88, 441= 599/109, 4 -35= 252192, 5-W5 13n6, 5-29 =- 226/33, 6-29--G48/46, 7 -29= 311/112, 7 -22 =84895 &22= 6497. 8-18 =- 568111 ] NOTES (16) 1) Truss designed to wind Icatls in the plane of the muse only. For studs exposed to wind (normal to 0e face), use Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1 -2002. 2) TCLL ASCE 7 -05, Ph- -25.0 psf (gat rod snow): Category 11, Exp B, Partially Exp.; CI-1.1, Lu =50-04 3) Unbalanced snow loads have been considered for this design. 4) This buss has been designed for greater of min roof live load d 16.0 psf or 1.00 times fiat roof load at 25.0 psf on overhangs nonconament with other live Colalltlad on page 2 I WARNING! - VERIFY DESIGN PARAMETERS AND READ ALL NOTES ON THIS TRUSS DRAWING NOTES BEFORE USE. Design valid for use with Mitek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to imure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage delivery erection and bracing consult ANSUTPI I Quality Crimru,DSB -89 end BCSI 1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, W153719 Digitally signed by: Terry L. Powell, P.E. A theTRUSSCO. INC. Dnnn'a nf'a Jab T. Trues Type Oty Ply TAHOMA TERRA 10156K A7 GABLE 1 I Job Reference (optional) ...a..aww..urvwne uuw, aunnia. ��n. cuyena �nr omnu9uw, con, lr r.b aJUInl ZU12 Ml l ea industries , me MIXI bgl 1709: 46272012 Paee2 NOTES (16) ID: aDaO2BIXjdE7 91VdeC? 9m9yrATU- fNyf w97 kUMEEGW (JGg1PKhHSPPNPt3Gb7bFfuoyckJO 5) Provide adequate dleinage to prevent water pending. 6) All plates are 2x4 MT20 unless omersvlse indicated. 7) Gable requires continuous bottom chow bearing. 8) Gable studs spaced at 14-0 oc, 9) This truss has been designed for a 10.0 leaf bottom ctlor0 live load noncencument with any other live loads. 10)' This truss has been designed for a live load of 20.0p if on the bottom chord in all areas where a rectangle 3Ji fall by 2 -" voile will fit between the bottom Word and any other members, with BCDL = 7.Opsf 11) Provide mechanical connection (by others) of Wss to bearing plate capable of withstanding 55 lb uplift at joint 2, 131 he uplift at joint 46, 120 lb uplift at joint 41, 85 lb uplift at joint 35, 111 lb uplift atjoint 29, 12210 uplift at joint 22,115 In uplift at joint 16,107 lb uplift at joint 10 41 lb uplift at joint 50, BB lb uplift at joint 48, W to uplift at joint 13 and 6 Ito uplift at joint 12. 12) This truss is designed In accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIRPI 1. 13) "Semi-rigid puchbreaxe with fixed heels" Member end fixity model was used in the analysis and design of this trues. 14) Design assumes 4x2 (fiat orientation) purlins at a spacing indicated, fastened to truss TC wl2 -1 Od nails. 15) This truss is designed for a creep factor of 1.25, which is used to calculate the total lead deflection. The building designer shall verify that this parameter fits with the intended use of this component. 16) All dimensions given in feet - inches - sixteenths (FFIISS) format. LOAD CASE(S) Standard ! WARNING!— VERIFY DESIGN PARAMETERS AND READ ALL NOTES ON THIS TRUSS DRAWING NOTES BEFORE USE. Design lid for use with i M tek connectors, 8.1 s This design is based only upon perarnekrs shown, and is for an individual building component to be installed and loaded vertically. Applicability of design pmametom and proper Incorporation of component is responsibility of building designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage delivery erection and bracing consult ANSI71'PI 1 Quality Crlteria,DS"9 and BCSI 1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Digitally signed by: Terry L Powell. P.E. A theTRUSSCO. INC. U � � � M ' N � C'7 � � a-.� O � N � � � Q � � M L � � � � � U�o � N � � � � � � � � � U O >+ � � V � � � � � � � z � C � > q � � � � � � � � � � � � ti � � � � � � 1�1 � � � mU � o � � � � � � O � � � � � N � a� � o � � � � p � �IJ � � q � � �� _ � � � � � � � � N � '� � M � � � � � � � � —� 00 C -C L �rJ � O� � (� �� w V Q � � 0 •N W Jrn � � o � U � � z � � a � c o° � mXJ � � Z .cn � J N O f� � m } N � Q � � (6 � � � � N Z O Q � � a Q U cn � � � � � �n ~ cn Z I— � � N }, O -D O . . � � (6 � � � N � J (�j � �U '�� +a "a � � N � � � ,� � Q (6 � � � �" V � �+ ; � Z Q � Y C � �' � N N � (6 f� � C � C C � � (B � � �Id m 0 0 m � Q (n m .- ..,. . , . .. � ' � ��. � .,�"i� ... ��, :. ._ . . . : • . - , ` ' �,. y' �. ' �l � �.r - : � �� _ � � . � ` � • , ' - • ' '-, � -: " �� ; . �, �. �. , " � _ _ . �llCf�.23A�aP�'��IG�3Ylt Permit#: ��I Z- �' 2/ �( House address or lot number:.� � T�Nc�✓�� J?�f%� �--•�� City: , ��L-L"�l Z�p� � Cond. Floor Area (ft2): � � .�_ Source (circle one); Plans Estimated Measured ❑ Duct tightness testing is not required for this residence per exceptions listed at the end of this document � Air Handler in conditioned space� ❑ yes �no Air Handler present during test? f�yes ❑ no Circle Test Method: Leakage to Outside Total Lealcage Nlaximum duct lea�kage: Post Construc3ion, total duc�lea�Cage: (floor area x .OS) = CFM@25 Pa Pos#��s#ruc#ion, lea�cage to outdoors: (floor area x .06)= CFM@25 Pa Rough-�r�,tata9 da�ct lea9ca�e with air har�dier insta3le�7: (floor area x .06) _�CFM@25 Pa �aug�-�r�, ��ta! duc�lea�Cage w�� air har�dler no# installesl: (floor area x .04) = CFM@25 Pa T�st R�s�al3: � � CFM@25Pa Ring (circle one ifi applicable): Open 1 2 3 C� '�- � Pressure Ta Location: ` � Duct Tester Location: 2- � C� J�- P 9 c�rki�y tt��#tt�ss� ds�� le��Ca�e ra#es are acca�ra#� aa�d de�Qrmined s�s9ng st�ndard duct testing protocol. ,T Company Name�� '�'�� Technician:�t��►�.�•�• a� � � Technician Signature�� ' Dat�: /'l �—� � Phone Number:�, �� Nlashing3on S�ats Energy Cade r�ferenca: 503.10.3 Sealing.All ducts,air handlers,filter boxes,and building cavities used as ducts shall be sealed.Joints and seams shall comply with Section M1601.3 of the International Residential Code or 603.9 of the International Mechanrcal Code. Duct tightness testing shall be conducted to verify that the ducts are sealed.A signed affidavit documenting the test results shall be provided to the jurisdiction having authority by the testing agent.V�lhen required by the building official,the test shall be conducted in the presence of department staff. Excaptions: 1. Duct tightness test is not required if the air handler and all ducts are located within conditioned spaca. 2.Duct testing is not required if the furnaca is a nondirect vent type combustion appliance installed in an unconditioned space. A maximum of six feet of connected ductwork in the unconditioned space is allowed.All additional supply and return ducts shall be within the conditioned space. Ducts outside the cond�ticir�d spac�shall be seal�d with a mastic type duct sealant and insulated on the exterior with R-8 insulation for above grade ducts and R-5 water resistant insulation when within a slab or earth. � � , i �� `�G ( 'ZG2/ � , . � , Duc# testing Calzula#o� (1�e� Constru�tio�J House address or lot#: Conditioned Floor Area: l�-7'��- � Duct tester location: ,��--.,�r�c� ._ _ Pressure tap (ocation: ��l�y'-- t� Ring (if applicable): Open 1 � 2 3 � �" �-- At Rough-in Total Leakage) �" � Test Method & TestZ � Calculated Stand"aFdl CFM�• :.�, �Target Air Handler Present '" .06 X CFA 5 CFM� � 5 6 CFMu per 100 sf of CFA Air Handler not Present .04 X CFA 5 . CFM� _<4 CFMu per 100 sf of CFA . � Post�onstruction � � Tes� Method & �Te�� Calculated y � Standardl CFM25 ' Target . ' ` Air Handler Present(TotaF Leakage). ,OS X�_CFA 5 ' CFM� 5 8 CFM�per 100 sf of CFA , � • Air Handler Present(Leakage to Exterior) ,p6 X CFA 5' CFM� • <_ 6 CFM�per 100 sf of CFA � 1. Test results must comply with one of the Standards options. 2. Test CFM�must be equal to or.less than the ca(cufated target. � � � Air Leakage testing Calcv�ator{Sforver poor Test) Standard � � Tested Calculated Test Result _ � CFMSO . , . ((/?7�CFN150 X 0.055)=(�7��-CFA X 144))=SLA 0.00030 SLA �'Zf:� � ,. . . � divided by �� SLA SLA= .c�ac� C'i�O55C117/ � . � Rough-in: A�er ir�stallation of�e complete air distribution s�st�m but before installation of insulation and st�eet roc;c. AJlawrs foT � access to ail duct seams and connections for re-evaluation of seal integrity if standard is not met in intitia�test. ' ''' PmS�COR5�7SD�7mG�: ,�t or near final inspection. T4�e home must be camplet�enou�h tfl pressurize the home to 25�a. Total L�aka�p: :Aggregation of the entire systems duct leakage in a duct test. � ��Cag�ta�;rtflrioP; �garegation of all duct s�st�m leaks to the 2;cterior of tf�e C�,�in a duct test. C�A: Conditioned floor area , r�-a n • •��- 1:.�_�, � ^f r ..� 1.. . a..rad��: �.'uui1:iccY.p'dci'liiiiiui.c u�i aii icci�a�c c�_��'vc��.au ui y�e"c.7.��,eJ1'C �.. �F�ilso: Cu�i�feet per rnin��te af air lea�age at 50 Qascals qf�ressure �a��a? �aa); L��1�of�rassu�� ' - — ��: S�ecif c leakage araa