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HomeMy WebLinkAbout425 S OLYMPIC AVE_BLD3564_2026 NOTICE ✓ TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY O APPROVED PERMIT#: ❑ AM ❑ PM DATE: . r OB ADDRESS: LOT#: PROJECT: \h r),, I, TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION: ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION 'yirll, l --- THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 Z r INSPECTOR DATE O PLANNING 0 CIVIL o BUILDING CITY OF ARLINGTON S � � I TSEPROJECT: JOB#: � •ENGINEERING• PERMABILT By: 12810 NE 178TH ST.STE,218 2� WoodinvHle,WA 98072 A(425)481-Ml DATE: Job Name: Vanney Site Address: 425 S Olympic Avenue Arlington,WA 98223 Jurisdiction: City of Arlington Job ID: Vanney Design Specifications: 2015 IBC Building Type: Post-Frame Design Wind Speed I30,quo: 110 mph SD Level Wind Exposure: B Roof Snow Loading: 25 psf Risk Category: II R: 2.5 %of Snow Incl.w/Seismic: 0 % Soil Site Class: D Allowable Soil Bearing: 1500 psf Analysis Procedure: Wind: ASCE 7-10 Envelope Procedure Seismic: ASCE 7-10 Equiv. Lateral Force Procedure Spectral Response Acceleration, Ss: 150 %g Load Combinations: ASD Basic Building Design Parameters Roof DL: 3 psf Wall DL: 4 psf i 130 ASy� O r9969 SfOIVAL tir 8/27/20 Digitally signed by.Te"L.Powell,P.E. OFFICE COPY v 5.g.07 D d Nov 16 2020 b-0 —35cpy J � ?1 .� '� i i i it .. ^i _. _ Z.4o 2.1 f•...c...f. .a.r..w ,r�.•y�r....c.tr.-+.arrw7aM IA.r NaMMewbCkk i'ERNIABILT -.,�,a�. Building Design n��w.a•.a.a•ao * Z t....r,�.�... ,., °u^'E mw MPH pj Ro.a�p de A 1•e.n pop Pf/ra►w ma.""not m nv.. F�oauw 1 Poo u U LI U �fL S-o..Low 1 L mhwwo aam toe CIO" FLOOR PLAN 3 S VMS 1 rs eomm"a 4 t+ / 42' t av/t 44—Tr i y I� IV IV' Wt •' -7"Mlr x.0,( 1 Fes) � '1-91 �f l2�IPubf Sa+ � t^/y .yc.a.•�- St'vS.� IxfnoSf�� ��� . L.iw+ U wtt1 NLK�h 3(K�2 X4"Co.x-at>rr off faoraWA-sMre NP MoS'IJ( e) s�rG..w RI A'I icis Plod 1�0'G" (�73fae5[�.il rh'Cef/Et T��iCP/Y's.rar x2�xy ►.N *+ '` � Pre Caa �z a r+ �tx tv T lat II ,� L r D 1? olt.�% dlak.fw�toSv u�+t*r c�� BUILDING ELEVAMON iJ Cwbmot W vp111td I.d.ppOrld d•c n;awewn o!� lo�to ft,f r:c.sh ud vc A I.il lU taro V t?fim in Poalit h B o!o4 cow*"r sho.n on Lhk d— .m ru z K y� I wEr..En TtV PROJECT: Vanney PAGE: CLIENT: PemloBrN DESIGN BY J08 N0,: 26024 DATE; 07124/20 REVIEW BY Wind Analysis for Low-rite Bugdl ,Based on ASCE 710 INPUT DATA Exposure Gteg01Y(B.C or D,ASCE 7.10 26,7.3) B ImpOttanW faOtOf(ASCE 7-10 Table 1 5-2) 1,= 1.00 for all Category - ~ - Ba61C Wind apaed(ASCE 7-1028.6.1 or 2012 13C) V a 110 mph Topographlo%CW MCE 7-102e,6 a TO%26.6-1) KQ m 1 Flat x l+ Building height 10eave h. - 14 A Building height to ridge hr= 21.6 ft - Building length L a 60 ft Building width B= 42 fl Effective area of components(or Solar Panel area) A- So fez DESIGN SUMMARY Max horizontal brae normal to building length,L,face = 20 64 kips,SD Wool(LRFD Level),TYp. Max tmrimntal force normal to building Ienpth,B,loco 1193 kl ?11�e Page 4 for Adjusted Wind ponces ANALYSIS Velocity 0resture 4h-0,00264 Vh K L K4 V1 = 16,43 psf where: qh=velodty pressure at mean roof freight,h.(Eq.26.3.1 page 298&Eq.30,3•1 pays 316) i KIE=vwdty pressure exposure cooff lerrt evaluated at height,h,Cr.b.28.3.1,pp Zee) = 0.70 Kd-wind directionality factor.(Tab.26.6-1.for bulldin0,page 250) 0.65 h=mean roof height = 17.75 6 c 60 ft.(Satisfactory) (ASCE 7.10 26.2.1) <Min(I.,B),[Satisfactory] (ASCE 7-10 26.2.2) Dvolart vamurm for MwFRS PrG4hNCNXGSC11)] where: p=pressure In appropriate zone.(Eq 28A.1,page 296), p„d„- 16 pet(ASCE 7-1 D 28.4.4) G Cp r-product of gust~factor and external pressure c0etf0enl tee table below,(Fig 2BA-1,page 300&301) 0 CPs-product of gust erted factor and Internal pressure coeMcienL(Tab.26.11-1,Enclosed Btlldfny,page 256) 0,18 or -0.16 a=width of odge oirips,Fig 2a.4.1,note 9,page 301. MAX[MIN(0.18,0.11.,0.4h),MIN(0.04B,0.04L),3) = 4.20 R Net Prue rot Basic Load Cases Roof angle 0 - 19.66 Roof a lee= 0.00 6urtwo Nel Pr0~6 urn pr«axe wah OCor (+GC,r) (acoJ r3Cpr (-GC,,) (-GC„) 1 0.53 6.40 13.03 4,45 -11.61 -4.98 2 -0.69 -16.03 -0.40 -0.69 -16.03 -9.40 3 -0.48 -12.12 5.48 -0.37 -10.14 -3.50 4 -0.43 1i.1B -416 •0.45 -11.61 -4.06 5 0.40 4.06 10.69 6 •0.24 -8.60 -2,03 1E 0.00 11.35 17.98 -0.48 -12.16 -6.53 2E -1.07 -23,04 -16.40 -1.07 -23,04 .16.40 3E -0.69 -15.97 -9.33 -0.53 -13.0 .8.46 4E -0.64 -15.02 -8.39 -0.48 -12.16 5.53 6E 0.61 7.93 14.56 6E .0.43 -11.24 -4-61 c , 'F4Vrk:E i:TrMu-r rr.Fnm Load Case A(Transverse) Load Case R(Longitudlncl) ,has-ic Locd CQse,2 � f , TSE Engineering Page: A� LATERAL ANALYSIS Job ID: WIND Vanney The analysis on the previous page determines the wind force on the total exposed wind surface of the building. For post-frame construction with embedded posts,the amount of wind force imposed on the main farce resisting system equals the roof projected area plus 318 of the wall projected area. Vt&VI are adjusted by 0.6 for allowable stress values. Calculations that follow adjust the total wind force to the design force on a post-frame building: INPUT: PT= 19870 lbs. (non adjusted) PL= 11100 lbs. (non adjusted) hr= 20.7 ft. he= 14 ft. ADJUSTED WIND FORCES: I Transverse; VT= [(hr-0.625 he)/hr](PT)(0.6) = 6883 lbs. Controls Longitudinal; VL_ ([0.375 he+0.5(hr-he)]/[he+0.5(hr-he)]XPL)(0.6) = 3301 lbs. SEISMIC The seismic force Imposed on the main force resisting system of a post-frame building is based on the seismic weight of the roof plus 3/8 of those walls that are perpendicular to the direction of the seismic force. INPUT: Building Width= 40 ft. p 1.3 Building length= 60 ft. 1= 1 SEISMIC WEIGHTS: W roof = 7200 lbs. Wend walls = 2216 lbs. W side walls = 2520 lbs. SDS= 2/3 Ss = 1.000 Cs= SDS/(R/1) = 0.400 SEISMIC BASE SHEAR: V= Cs W Transverse= 3888 lbs. Longitudinal= 3766 lbs. SEISMIC DESIGN FORCES: VT=Cs Wt p 0.7= 3538 lbs. VL=Cs Wi p 0.7 = 3427 lbs. Controls r..M•c+...x.a.+w.a 'j.4o 11 PERMABILTr,,,rY......,..�.r,,..._......t,,�„ Onr!{at►Anwl.Civir Building Design ,.•S fYd]MYTI�.Ob.NMff / , Jam/ tYfJl'1E pa`.CR ///VA1�'y R*W 60on A in D" M'trd MR/ QO� -(c�-t�r�f'�aL19 boa.MI rol M.M,. WMfO EaPO.u'. iS._ s.�.wd 21:L �W � 06F-Mbnniriio ' FLOORPLAN ® O(It.awtdvMd yj _ - r 41'DIt.Yc��l,tw/Nf^VTR RMM 7"IM LI Z.ai(z 1 F� • la '`,a'o'v�ar"f[c.f< . tYurl2AllSw 4i+iHil%�MJ�[o.aaeer .+lady♦ LL/�l S,fy, '4-Sn +nOLOt' ")P Pal It y t 21 717 . •Bras�•.crr.+ftwGkRctsC�c� :y1c" o 'CdsCYf! hFColk� *4geolf[r"Uor x2' p..u r Mocc T ►cN � ACV Fa.o4 t ��-a.•a..r: �•,.;�.. _+a.� c -� - .a=tnr�-.n w. - ... ..+,r.v+•.a�.�w:..n ys. ... � .:•+.w...r.n..�. 1 VT 2 Y • V NO ✓ l/ �z �a ry J. r F rA ,-1 BUILDING ELEVATION W Cu—hu veriheA 1 apf—A the aMw-of the budSn=a dr North and vmft 1 NI w :rtac sp"iW to PwAv t b U of Iho c*mrw as al—P.n WY IIW�!I W W: Ctstomee WmC:_�/�!9/.Fr,,._.. —.._—_.. _. �_Pi SL_'1�CwWme SiQn.n.c_ __ �"'����•3 tl; . . wN.-urYnrec.a � rr..v-bno.cp} / ♦ j. Y r I TSE Engineering Page: SHEARWALL DESIGN Job ID: SIDEWALL Vanney C B RIDGE Vti - ---..._..---_..._..._. ENDWALL 1 tur 21 PLAN VIEW WITH GRIDS 116plf allowable for metal clad SHEARWALL SHEAR UNIT wall(see pager) LENGTH FORCE SHEAR (ft.) (Ibs.) (plf) ENDWALL GRID 1 12 3441 287 P ENDWALL GRID 2 12 3441 287 g �?Gb dAz( ' e ��J, SIDEWALL GRID A 42 1030 25 se-� SIDEWALL GRID B 28 1714 61 L 16 SIDEWALL GRID C 20 686 34 ROOF SHEAR UNIT LENGTH FORCE SHEAR (ft.) (Ibs.) (plf) ROOF GRID 1 &GRID 2 42.2 3"1 82 ROOF GRID A&GRID B 60 1030 17 u f .. 1 NFBBA PosO>ramc Building Design Manual Metal-Clad Wood-Frame Table 7-1.coot„MCWF Diaphragm Test Assembly Data _Test AssemGly 1Vamber 1 10 11 l2 TestCouflguratlen _ -_� Simple Beam Ctedding Typo— Regular RegularLeg Extended Log Regular Leg Extended L6 Base Metal Thickness Gauge 29 Major Rib Spacinit,inches 9 Major Rib Floight,inches 0.62 _ Major Rkb Base Width,Inches 1.75 Major Rib Top Width,inches 0.75 Yield Strength,ksi 80 Overall Design - -- --_ ------ Width,foci 36 t1t,b,foot 12 — -- Purlin Spacing,feet 2 Rt►ftor Spacing Pair of rafters every 12 feet(tech airs aced 6 in.apart) _ Purlin Location To tannin and lapped Inset Purlin l,urgtb A _ 13.2 and 12.0 1 11.25 —_ Purlin Attachment To special blocking nailed between To joisl hanger attached to raftors each pair of rafters Purlin Orientation On edge Plumber of Internal Seams _ I L Wood Properties Partin Size 2-by 6-inch -- Pudin Species and Grade No.2 DFL and 1650f DFL _ Rafter Species and Grade - yNo.2 DFL Stitch Fastener* - -- Norge Scrcw' I Now Screw*-- Length,inches I.S 1.5 Diameter _ 410 _ #10 On Center Spacing,inches 24 24 Sheet-to»Purlin lzastenera _ Typ e Screw Length,inches _ 1.5 Diameter N10 Location in Field �Y In Flat _ Location on End _ In Flat Avg,On-Center Spacing in Field,in. 9 Avg.On-Center Spacing on FxA,in. 9 _Engineering Properties Ultii=te$Uvngtk P.Ibf. 6950 7850 6400 6950 Allowable Shear Strength,v„IbUft 116 131 107 _ 116 Effective In-Plane Stiffness,c jbfrm _ 75_00 3700 4400 Elffeotive SharModulus.G,IbQin r 4700 -7300 3700 4400 Reference NFBA,1996 +Because of the ex(cndcd log,screws install in the flat at overlapping seams function as stitch fasteners. Vallow - 116 pif with#10 screws spaced 9"oc 7-8 National home Building Avadmlon Pau-France Baddiog Dedgo Manua) Odnuarr 201 S) 0 2015.All rWi=ramved. I ESR•15ft I Most n!!tAccepted and Trusted � l/ TABLE 1"LLOWABLE SHEAR'FOR W1N0 OR sE1 WC LOA01NG POUN0E PER FOR WOOD t � B7RUCTURAL PANEL SHEAR WALLS WITH FRAtM1p OF DOCK At.FWAARCH oft aountixttiPI NE'FOR�1,41 CH-THICK RATEDBwA1'H 4.%M11, W*JM NOMINAL FASTENERpomm ALLOWABLE WALL SHEAR vAI UEa N04kt1dAL NAILsDIAlIE'1ER (N INCFiES)OR$TAPt0QAGE PWAB APOW DIFOO Psn#W Appesd 0vst Fstbnsr SWbQ st Peed edOses(tfbd") FranMp 1,Mch or 1,Inch to Gypsum 6hsafty 6 4 3 Y 3 -- 240" 350" 450" 555" D.146 erwolh" — 231a or 3 255 385 510 650 0.131 wnoothordefommd 2or27, — 240" 350" 450" 665" ID.120 moolh ordefomwd 3 — 200 300 400 510 3 160 270 US 480 2 or 26/, --- 100 270 38D 480 ---� D.113 wno0 Or detonmed _ 2119 105 245 r 'f 415 2 125 105 245 315 2% — 145 216 265 366 0.OB9 enaath or deformed — 2% 130 10fi 250 330 0.082 smooth 2114 — 125 A9 255 325 — 211, 116 170 230 285 14 Gope 2.2%.27.or 3 — 225 335 460 870 IS Gqp 0,2.211,or 2% — 190 265 360 490 16 Oepe V&141,or 2 — 155 230 310 US 14 Gage — V 4.2'1:or 3 206 305 mm 620 15 C'u" — 211,or 2% 1 260 346 446 16 Gage" — 2 40 210 260 360 Vallow=360 x 0.82=295plf j r I TSE page: 9 Engineering EMBEDDED POST DESIGN IPQST-FRAME C0N$TRUCT(QN) Sidewall ci R u► bl4& kv Eave Heigh] Post b Post d HF Post Fb Fc E 10 "6 14 NOMINAL: 6 8 #2 575 575 1.1 ft. ACTUAL: 5.625 7.625 CD 1.6 1.6 1.0 in. in. CF 1 1 CL 1 Bay Width Span Roof OH Roof D Roof S Ci 0.8 0.8 0.95 14 36 1.5 3 25 ft. ft. ft. psf psf Fb' Fc` E'(10)^6 736 736 1.045 ASD Wind Pressure 0.75W W Is Iw psi psi psi 10 105 140 1 1 psf pif pif Cs 1 IBC 2015 ASD BASIC LOAD COMBINATIONS. Loading: D+0.75E+0.75W Loading: D W P 5938lbs. P 819lbs. fc 138.4 psi fc 19.1 psi le 134.4 in. le 134.4 in. leld 17.6 leld 17.6 KCE 0.3 KcE 0.3 FCE 1009 psi FCE 1009 psi c 0.8 C 0.8 kA 1.48 k.1 1.48 k.2 1.71 k.2 1.71 Cp 0.79 Cp 0.79 Fc' 580 psi Fc' 580 psi M(in-span) 17354 inAbs. M(in-span) 23153 inAbs. M(base) 30870 in.-Ibs. M(base) 41160 in.-Ibs. S.Mod. 54.51 in^3 S.Mod. 54.51 In^3 fb(h-spsn) 319 psi fb(in-span) 425 psi fb(base) 566 psi fb(base) 755 psi Post CSI(In-span)= 0.49 Post CSI(in-span)= 0.58 Post CSI(base)= 0.95 Post CSI(base)= 1.05 v 0.8.07 I I TSE page; Engineering EMBEDDED POST DESIGN (POST-FRAME CONSTRUCTION) Endwall C:, 6 RILp��f G 6x� r � Eave Height II�Y Post Post d HF Post Fb Fc E(10 ^6 14 No1MNAL: 6 8 #2 575 575 1.1 ft. ACTUAL: 6.626 7.625 CD 1.6 1.6 1.0 In. in. CF 1 1 CL 1 Av.$pacino Bay Woth Roof OH Roof D Roof S Ci 0.8 0.8 0.95 12 14 1.5 3 25 ft. ft. ft. psf psf Fb' Fe Ell Q)"6 736 736 1.045 &p Wind Pressure 0.75W �V Is Iw psi psi psi 10 90 120 1 1 psf plf plf Cs 1 IBC 2015 ASD BASIC LOAD COMBINATION$ Loading: D+0.75S+0.75W Loading: D+W P 2219lbs. P 306lbs. fc 51.7 psi fc 7.1 psi le 134.4 In. le 134.4 in. leld 17.6 Wd 17.6 KCE 0.3 KCE 0.3 FcE 1009 psi FCE 1009 psi c 0.8 c 0.8 k.1 1.48 k.1 1.48 k.2 1.71 k.2 1.71 Cp 0.79 Cp 0.79 Fc' 580 psi Fc' 580 psi M(in-span) 14BU in Abs. M(in-span) 19845 in.-Ibs. M(base) 26460 in-Ibs. M(base) 35280 in.-Ibs. S.Mod. 54.51 in"3 S.Mod. 54.51 W3 fb(In-span) 273 psi fb(in-span) 364 psi fb(base) 485 psi fb(base) 647 psi Post CSI(in-span)= 0.38 Post CSI(in-span)= 0.49 Post CSI(base)= 0.70 Post CSI(base)= 0.89 v 6.9.07 ,,. I TSE page: f� Englneering ! EMBEDDED POST DESIGN(POST-FRAME=CONSTRUCTION) Sidewall o, l tw--ri 60 n O- ave HeLght Pos b Pos d HF Post Lb Fc E(10)116 10 Hors NAL: 6 6 #2 575 575 1.1 ft ACTUAL: 5.625 5.625 CD 1.6 1.6 1.0 in. in CF 1 1 ave CL 1 Bay Width San Roof OH Roof D Roof S Ci 0.8 0.8 0.95 10 12 1.5 3 25 ft. ft, ft, psf psf EZ Fc` 0-6 736 736 1.045 ASD Wind Pressure 0.75W IL11 l Iw psi psi psi 10 75 100 1 1 psf pif pif Cs 1 IBC 2015 ASD BASIC LOAD COMBINATIONS: Loading: D+0.75S+0.75W Loading: D+W P 1631lbs. P 225lbs. fc 51.6 psi fc 7.1 psi le 96 in. le 96 in. le/d 17.1 le/d 17.1 KCE 0.3 KCE 0.3 FCE 1076 psi FcE 1076 psi c 0.8 c 0.8 k.1 1.54 k.1 1.54 k.2 1.83 k.2 1.83 Cp 0.80 Cp 0.80 Fc' 592 psi Fe 592 psi M(in-span) 6328 inAbs. M(in-span) 8438 inAbs. M(base) 11260 in:Ibs. M (base) 15000 inAbs. S.Mod. 29.66 in^3 S.Mod. 29.66 inA3 fb(in-span) 213 psi fb(in-span) 284 psi fb(base) 379 psi fb(base) 506 psi Post CSI(in-span)= 0.30 Post CSI(in-span)= 0.39 Post CSI(base)= 0.55 Post CSI(base)= 0.69 v 9.9.07 I 1 �ti TSE page: Englneedng EMBEDDED POST DESIQN(POST-FRAME CONSTRUCTION) Endwall c L10-TD &Y a t/F-147,- Eave Heigh egst b Post d HF Post Fb F E 10 ^6 12 NOMINAL: 6 8 #2 575 575 1.1 ft. ACTUAL: 6.626 7.626 CD 1.6 1.6 1.0 in in. CIF 1 1 CL 1 Av.Spacing Bay Width Roof OK Roof D Roof S CI 0.8 0.8 0.95 12 14 1.6 3 26 ft. ft. k psf psf Fb' fg* E' 0 N 736 736 1.045 ASD Wind Pressure 0.75W W k Iw psi psi psi 10 90 120 1 1 psf plf plf -ems 1 IBC 2015 ASO BASIC LOAD COMBINATIONS: Loading: D+0.76S+0.75W Loading: D+W P 22191bs. P 3061bs. fc 51.7 psi fc 7.1 psi le 116.2 in. le 115.2 in. le/d 15.1 le/d 15.1 KCE 0.3 Kce 0.3 FCE 1373 psi Fce 1373 psf c 0.8 c 0.8 k.1 1.79 k.1 1.79 k.2 2.33 k.2 2.33 Cp 0.86 Cp 0.86 Fc' 629 psi Fc' 629 psi M(in-span) 10935 in.-Ibs. M(u►-span) 14580 In.-Ibs. M(base) 19440 in.-ibs. M(base) 25920 in.-lbs. S.Mod. 54.51 in^3 S.Mod. 54.51 in^3 fb(in-span) 201 psi fb(h-span) 267 psi fb(base) 357 psi fb(base) 476 psi Post CSI(in-span)= 0.28 Post CSI(In-span)= 0.36 Post CSI(base)= 0.51 Post CSI(base)= 0.65 e.e.m TSE Engineerfng Page: /3 INTERIORPOST Overall End Conditions Intermediate Support$ Lpading Length KexK Keyy xx axis yy axis P axial W XX W yy 14 1 1 0 0 0 0 0 n. Ibs. pif pif Column Size Duration Incising Plate Properlies b d Cu Ci Specie Fc(perp) Cb? Cb 5.625 7.625 1.15 Yes N/A YES 1 in. in. psi MATERIAL TyWspeoie Grade Fbx« Fbyy Fc Exx(10)^6 Eyy(10)^6 Manuf.Lbr. Timber HF#2 525 525 375 1.1 1.1 Dimen.Lbr psi psi psi psi psi fc 0 psi RESULTS SR,a(laid) 22.03 SRyy(la/b) 29.87 COLUMN CSI = 1.0 Fc' 367 psi KcE 0.3 FcE 351 psi fc(perp)/Fc(perp)' = NIA c 0.8 ki 1.2241 k2 1.198199 ALLOWABLE AXIAL LOAD = 10631 Ibs. Cp 0.676176 Fc' 248 psi Meg 0 ft.lbs Sra 54.51 I 3 psi /r14� y�o8 fbXc o i Fcexx 646 psi P axial = �S Fbxx' 513 psi k3 0 x y Myy 0 ft.tbs y x Syr 40.21 in^3 fbyy 0 psi FcE yy 351 psi Kbe 0.438 W x x Re 6.363 Wyy Foe 11305 psi ka 0 d b USE: PT 6x8 HF#2 v 3.3.03 � J 4 I TSE Engineering Page: !� INTERIOR POST C — l Overall End Conditions Intermediate SSupp4rts Loading Length Kexx Ksyr xx axis yy axis P axial W roc W yy 12 1 1 0 0 0 0 0 ft. lbs. pit pit Column Size Duration Incising P. I&_P Dperties b d CD Ci Specie Fc(perp) Cb o Cb 5.625 5.625 1.15 Yes NIA YES 1 in. in. psi MATERIAL Type/specie Grade Fb%« Fbyy Fc Fxx(10)A6 Eyy(10)"6 Manuf.Lbr. Timber HF#2 525 525 375 1.1 1.1 Dimen.Lbr psi psi psi psi psi fc 0 psi RESULTS SRu(6/d) 25.6 SRyy(le/b) 25.6 COLUMN CSI = 1.0 Fc' 367 psi KCE 0.3 FCE 478 psi fc(perp)/Fc(perp)' = NIA c 0.8 ki 1.440623 k2 1.631247 ALLOWABLE AXIAL LOAD = 8979 lbs. > 3�&*) Cp 0.774178 Fc' 284 psi MXX 0 ft.lbs Sx( 29.66 inA3 fbx o psi FcE�oK 478 psi P axial Fb)o(' 513 psi k3 0 X\ y Myy 0 tt.lbs y X Syy 29.66 in^3 fbyy 0 psi FCE yy 478 psi KbE 0.438 Wxx �ryyy Re 5.060 FbE 17879 psi k4 0 d b USE: PT Sx6 HF#2 v 3.3.03 TSE Englneodng Page:r� P= 7644 Ibs Foundation Design Dl8WgM Restraint per 2015 IBC Section 1806.3&1807.3 (Sidewall Post) w � H(ft)=14 C gu l t t>/Me-, Bay Width(ft)= 14 / 67--� Wind Load(psf)= 10.0 Iw= 1 1 w(pR)= 140 Lateral Load Design: i Post Diameter: 0.79 ft. 0.1 cu yd Foundation Depth: 4.5 ft. Constrained? YES Depth Required 4.5 ft Nonconstrained7 Soil Passive Allowable: 100 psf Gravity Load Design: DL(psf = 3 P= 7644 Ibs Snow Load(ps�= 25 Foundation Diameter: 2.5 ft. Span+overhang(ft)= 39 Foundation Area: 4.9 sf Bay width(ft)= 14 Bearing Allowable(Fbm): 1500 psf Is= 1 Actual Bearing(fbv)=P/A= 974 psf Cs= 1 v io 10.04-6.23.06 �� � �r I TSE Engineering Page: f P= 2100 Ibs Foundation Design Diaphragm Restraint per 2015 IBC Section 1806.3&1807.3 (Sidewall Post) ��f w H(ft)=10 &LG/7/y J TO Bay Width(ft)= 10 ave Wind Load(psf)= 10.0 1vr 1 ' I w(plf)= 100 Lateral Load Design: Post Diameter: 0.66 ft. 0.1 cu yd Foundation Depth: 4 ft. Constrained? YES Depth Required 3.2 ft. Nonconstrained? Soil Passive Allowable: 100 psf GovitY Load Design: DL(psf)= 3 P= 2100 Ibs Snow Load(psf)= 25 Foundation Diameter: 1.6 ft. Span+overhang(ft)= 15 Foundation Area: 1.8 sf Bay Wdth(ft)= 10 Bearing Allowable(Ft g): 1500 psf Is= 1 Actual Bearing(fbv)=P/A= 743 psf Cs= 1 vteina-62306 TSE Engineering Page: 1 P= 2856 Ibs Foundation Design Diaphragm Restraint per 20151BC Section 1006.3& 1807.3 (Endwall or Comer Post) `� w H(ft)=14 d, Fu(Ln1NG ---> Ave Post Spacing(ft)= 12 Wind Load(psf)= 10.0 Iw= 1 w(plf)= 120 Lateral Load Dosion: t Post Diameter: 0.79 ft. 0.1 cu yd Foundation Depth: 4.5 ft. Constrained? YFS Depth Required 4.2 ft. Endwall Nonconstrained? Soil Passive Allowable: 100 psf Corner Post c 4'depth Gravity Load Design: DL(psf)= 3 P= 2856 Ibs Snow Load(psQ= 25 Foundation Diameter: 1.5 ft. Bay Width+2x overhang(ft)= 17 Foundation Area: 1.8 sf Ave Post Spacing(ft)= 12 Bearing Allowable(Fj,,): 1500 psf Is= 1 Actual Beadng(fbm)=P/A= 1011 psf Cs= 1 io 1D.04-5.23.05 y � �� � TSE Engineering Page: P� 2856 Ibs Foundation Design D4hregmRutraint per 20161BC Section 1806.3&1807.3 (Endwal or Comer Post) w H(ft)=12 t w—TV Ave Post Spacing(ft)= 12 Wind Load(psf)= 10.0 Iw= 1 w(plf)= 120 Lateral Load Design: Post Diameter: 0.79 ft. 0.1 Cu yd Foundation Depth: 4 ft. Constrained? YES Depth Required 3.8 ft. Endwall Nonconstrained? Soil Passive Allowable: 100 psf Corner Post=4'depth Gravity Load Dealfin: DL(psf)= 3 P= 2856 Ibs Snow Load(psf)=25 Foundation Diameter: 1.5 ft. Bay Width+2x overhang(ft)= 17 Foundation Area: 1.8 sf Ave Post Spacing(ft)= 12 Bearing Allowable(Fbm): 1500 psf Is= 1 Actual Bearing(fb,)=P/A= 1011 psf Cs= 1 v 10.10.04.6 23 05 TSE Page: f 9 Engineering PURLIN 6 14, ���5 INPUT: Uniform Loading Span Length w(DL) w(SL) IS L Roof(psf) 3 25 1.0 13.4 ft 0 Tributary(ft) 1.33 1.33 CS= 1.0 Wall(psf) 0 0 Tributary(ft) 0 0 Floor(psf) 0 0 Tributary(ft) 0 0 Other(plf) 0 w(TL) 0 4.0 33.3 37.2 0 plf plf plf RESULTS: VI(DL) Vr(DL) VI(LL) Vr(LL) VI(TL) Vr(TL) M(DL) M(LL) M(TL) 27 27 223 223 250 250 90 746 836 lbs. lbs. lbs. lbs. lbs. lbs, ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb x CF Fv Fc(perp) E x 10"6 Manuf,lbr. CD 1.16 Timber CH 1 Dimen.Lbr. HF#2 1105 75 405 1.3 Cr 1.15 psi psi psi psi Ci 1 b d A S. 1 1.5 6.5 8.26 7.6 21 in. in. in,^2 in.A3 in^4 fv= 42 psi Brg,Lgth.= 0.034 ft. CL= 1.000 fb= 1330 psi GL Cv= NIA R= N/A A (DL)= 0.11 in. a (LL)= 0.89 in. A (TL)= 1.00 in. RATIOS OF ACTUAL TO ALLOWABLE RATIOS OF SPAN TO DEFLECTION fv/Fv'= 0.49 L/ 180 for LL> U180 ok fb/Fb'= 0.91 L/ 161 for TL> U120 ok USS 20 HF#2 Q 16"oc (or 2x6 Q 48"oc+(2)2x6 @ 48"oc altemating) Table 6604.3 v 3 3.03 �< w TSE Page: 2- Engineering PURLIN C 615,4 Y INPUT: Uniform Loading Span Length w(DL) w(SL) is L Roof(psf) 3 25 1.0 6 ft 0 Tributary(ft) 2 2 Cs= 1.0 Wall(psf) 0 0 Tributary(ft) 0 0 Floor(psf) 0 0 Tributary(ft) 0 0 Other(plf) 0 0 w(TL) 0 6.0 50.0 66.0 0 plf plf plf RESULTS: VI(DL) Vr(DL) VI(LL) Vr(LL) VI(TL) Vr(TL) M(DL) M(LL) M(TL) 18 18 150 150 168 166 27 225 252 lbs. lbs. lbs. lbs. lbs. lbs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb x CF Fv Fc(perp) E x 10"6 Manu[Lbr CD 1.16 Timber CH 1 Dimen.Lbr. HF#2 1105 75 405 1.3 Cr 1.15 psi psi psi psi Ci 1 b d A S I 1.5 5.5 8.25 7.6 21 in. in, in.A2 in.A3 in."4 fv= 26 psi Brg.Lgth.= 0.023 ft. CL= 1.000 fb= 400 psi GL Cv= N/A R= NIA o (DL)= 0.01 in. A (LL)= 0.05 in. o UL)= 0.06 In. RATIOS OF ACTUAL TO ALLOWABLE RATIOS OF SPAN TO DEFLECTION fv/Fv'= 0.30 L/ 1335 for LL> L/180 ok fb/Fb'= 0.27 L/ 1192 for TL>U120 ok USE 2x6 HF#2 @ 24"oc Table 1604.3 v 3.3.03 /'� Z 1 TSE Page: 21 Engineering Pf= 25 Cs= 1.0 1= 1.0 trib width= 7 RAFTER PD= 3 J, w I ? T RA 1,92 __ 1.92 Li-K-l_1.92 1,92 1.92 Re-- _ - - L= 11.5 ft. INPUT: w(DL)pff 29 29 29 29 29 29 w(LL)pif 175 175 175 175 175 175 w(TL)Qir 204 204 204 204 204 204 P(DL)ids P(LL)The P(TL)Ibs 0 0 0 0 0 RESULTS: RA(TL)= 1173 lbs. Re(TL)= 1173 lbs. VA(rL)= 1173 Ibs.(max.) Ve(rL)= 1173 lbs.(max.) MA(TL)= 0 ft.lbs. MA-$(TL)= 3372 tt.lbs.(max.) Me(TL)= 0 ft.lbs. A(DL)= A(DL)= 0.036 in. A(DL)= A(LL)= A(LL)= 0.218 in. A(LL)= A(TL)= A(n)= 0.254 in. A(TL)= ,PEAM PROPERT(E : MATERIAL Fb Ey Fc(Derv) E x 10^6 _ Manuf.Lbr. Timber Din-en. Lbr DFL#2 990 150 625 1.6 psi psi psi psi b d A S I Brg.Lgth. CD 1.15 3 9.25 27.75 42.8 197.9 0.05 CH 1 in. in in.62 in^3 in.^4 fL Cr 1 Ci 1 STRESSES: fv= 55 psi fv= 55 psi fb= 946 psi RATIOS OF ACTUAL TO ALLOWABLE STRESSES: fv/FV= 0.32 fv!Fv'= 0.32 fb/Fb'= 0.83 RATIOS OF SPAN TO DEFLECTION: L/ 634 for LL L/ 544 for TL USE (2y-200 DFL#2 i v 3.3.03 TSE Page: Engln©©ring Pf= 25 Cs= 1.0 1= 1.0 trib width= 3 RAFTER Po= 3 w RAL1.92 _ 1.92 .__1__ 1.92 1.92_ 1.92 1.92 _ Rs INPUT: w(DL)plf 17 17 17 17 17 17 w(LL)pH 75 75 75 75 75 75 w(TL)pl 92 92 92 92 92 92 P(DL)Ibs P(LL)lbs P(TL)Ibs 0 0 0 0 0 RESULTS: RA(TL)= 529 lbs. Rs(TL)= 529 lbs. VA(TL)= 529 lbs.(max.) Ve(m)= 529 Ibs.(max.) MA(TL)= 0 ft.lbs. MA-s(TL)= 1521 tt.lbs.(max.) Me(TL)= 0 ft.lbs. A(DL)= A(DL)= 0.042 in. A(DL)= A(LL)= A(LL)= 0.186 in. A(LL)= A(TL)= A(TL)= 0.229 in. A(TL)= BEAM PROPERTIES: MATERIAL Fb Fv Fc E x WV ManuLLbr. Timber Oimen.Lbr. DFL#2 990 150 625 1.6 psi psi psi psi b d_ A_ S I Brg.Lgth. CD 1.16 1.5 9.25 13.88 21.4 98.9 0.05 CH 1 in. in. in"2 in.113 in.^4 ft. Cr 1 Ci 1 STRESSES: fv= 50 psi fv= 50 psi fb= 853 psi RATIOS OF ACTUAL TO ALLOWABLE STRESSES: fv I Fv'= 0.29 fv/Fv'= 0.29 fb/Fb'= 0.75 RATIOS OF SPAN TO DEFLECTION: L/ 740 for LL L/ 603 for TL USE (1)-200 DFL#2 v 3.3.03 r--'. i � i TSE Page:` 3 Eng'lneedn$ Pf= 25 Cs= 1.0 1= 1.0 tdb width= 8.5 RAKE BEAM Pp= 3 RA 2.00 2.00 ! 2.00 2.00 _J. 0 _�, 2.00 Re 6 2.0 e cantilever TL= 12 ft. INPUT: w(DL)plf 34 34 34 34 34 34 34 w(LL)plf 213 213 213 213 213 213 213 w(TL)plf 246 246 246 246 246 246 246 P(DL)Ibs P(LL)lbs P(TL)Ibs 0 0 0 0 0 0 RESULTS: RA(TL)= 3321 Ibs. RB(TL)= 1107 Ibs. VA(TL)= 1845 Ibs.(max.) VB(TL)= 1107 lbs.(max.) MA(TL)= -4428 ft.lbs. MA-6(TL)= 2460 tt.ibs.(max.) NIB(TL)= 0 ft.lbs. A(DL)= 0.016 in. A(DL)= 0.011 in. A(DL)= A(LL)= 0.104 in. A(LL)= 0.070 in. A(u)= A(TL)= 0.121 in. A(TL)= 0.081 in. A(m)= BEAM PROPERTIES: MATERIAL Fb X CF Fv Fc(oero) E x 10^6 fdanuf.Lbrc Timber Dimon. Lbr, DFL#2 900 150 625 1.6 psi psi psi psi ¢ d A S ! Brg.Lgth. Co 1.15 3 11.25 33.75 63.3 356.0 0.1 CH 1 in. in. in.^2 in."3 in.^4 ft. Cr 1 Ci 1 STRESSES:_ fv= 72 psi fv= 39 psi fb= -840 psi fb= 466 psi RATIOS OF ACTUAL TO ALLOWABLE STRESSES: fv/Re= 0.42 fv/FV= 0.23 fb/Fb'= 0.81 fb/Fb'= 0.45 RAT_IQ$Q SPAN Tp pEFLECTfQN:. L/ 689 for LL L/ 2068 for LL L/ 595 for TL L/ 1786 for TL USE (2)2x12 DFL#2 v3303 /� f. \ t TSE Engineering Page: MECHANICAL CONNECTIONS Description of Connection: Truss Block Botts INPUT: "WW"or "SS"or "B" Connector Main Member Side Member " mll? "D '? rQ_'L"7 Diameter Bend YieW Specie Thiess Dowel Brq Thickness ww DS B 0.75 45 HF 5.625 4.8 1.5 in. ksi in. ksi in. 36 Parallel to Grain Loading Fem= 4.8 ksi RESULTS: Re= 1 Rt= 3.76 YIELD MODE Im,Z= 5063 K(theta)= 1 p= N/A YIELD MODE Is,Z= 2700 ci = 4 C2= 2 YIELD MODE II,Z= N/A c3= 0 C4= 0 YIELD MODE Illm,Z= N/A C5= 1.6 c6= 1.6 YIELD MODE Ills,Z= 2191 k t = 1.254308 k 2= 1.061666 YIELD MODE IV,Z= 2983 k 3= 1.947457 k= 1,741464 Z= 2191 lbs. ��_ r. Y 1 TSE Engineering Page: T MULTIPLE BOLT CONNECTIONS Description of Connection, Truss Block Bolts PARALLEL TO GRAIN LOADING GEOMETRY FACTOR Bolt Diameter= 0.75 in. Bolts per Row- 1.5 Number of Rows= 2 Ce Row Spacing= 3 in. >=1.5D,o.k. Edge Distance= 1.25 in. >=1.51),o.k. Bolt Spacing= 6 in. >=31)o.k. 1.000 End Spacing - 6 in. —3.5D,o.k. 1.000 T or C Connection 7 T Ce = 1.000 GROUP ACTION FACTOR Em= 1.4 x10^6 psi Am= 19.25 inA2 EmAm= 26950000 Es= 1.4 x1 V6 psi As= 16.5 in^2 EsAs= 23100000 RE+= 0.857143 y= 116913.4 u= 1.028198 m= 0.789051 Cg= 1.000 LOAD DURATION FACTOR CD= 1,15 PENETRATION DEPTH FACTOR p= NIA Cd= 1.000 TRUSS REACTION: Snow= 25 P= 76" 1= 1 Cs= 1 Span= 36 DL= 3 Bay= 14 OH= 1.5 CONNECTION ALLOWABLE FORCE Z' = Z CA Cg ` CD Cd Oty. = 2191 1.00. 0�I 1.000 1.15 1.000 3 Allowable Z'= 7561 lbs. " -��� l aj ro��s /t i • Permit#: 3421 Permit Date: 09/04/20 Project Name: Vanney Company/Applicant Name: Permabilt Company/Applicant Address: 16521 Hwy 99 #C City, State, Zip: Lynnwood, WA 98037 Contact: Derrick Woolsey Phone: 425-743-1555 Email: permit—assist@pennabilt.com Permit Type: ZON Valuation: 0.00 Square Feet: 0 Number of Stories: 0 Type of Construction: Occupancy Type: Scope of Work: Construct 42' x 60' shop MIC/Opportunity Zone: Permit Issued: Permit Expires: 03/03/2021 DNU: Status: COMPLETE Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning VANNEY DONALD 111 Single Family 00411700701600 425 S OLYMPIC AVE E Residence- Detached Plan Reviews Date Review Type Description Assigned To Review Status 09/04/2020 ZON Building In Review 09/04/2020 ZON Josh Grandlienard Approved 09/04/2020 ZON No comments,LT PW Admin Rev Approved 09/04/2020 ZON PW-Sew-Rev In Review 09/04/2020 ZON PW-Wat-Rev In Review 09/04/2020 ZON Nova Heaton In Review t� I I dotes Date Note Created By: 11/13/2020 Derrick Woolsey is not the contact for Permabuilt as Ryan no longer works there. Kristin Foster 11/13/2020 Don Vanney's contact info:H 360-435-9830 C:425-308-2073 Kristin Foster 10/23/2020 Provided the applicant SD-140 for drainage. Kristin Foster 10/21/2020 Received revised submittal-recalculated the lot coverage. Kristin Foster 09/17/2020 Emailed applicant review comments from Josh Raelynn Jones Uploaded Files Date File Name 10/23/2020 7581137-3421 Revised Application and Site Plan.pdf 09/04/2020 7299874-3421 pplication and Site Plan.pdf :� �i dr. I 1 i 26oz�r ' RESIDENTIAL ZONING 54 VERIFICATION APPLICATION Department of Community& Economic Development City of Arlington- 18204 59th Ave NE•Arlington,WA 98223•Phone(360) 403.3551 (Please allow 72 hours for review) Project Address:425 S. Olympic Ave Plat. Owner/Applicant: Ryan-Permabilt Address: 16521 Hwy 99 #C City�ynnwood State:WA Zip Code: 98037 Phone: 425-743-1555 Email: Permit_assist@permabilt.com Describe Proposal (include cross street). Please check one: U Single-family dwelling Duplex Q) Addition Rh Accessory structure 1. Proposed Dimensions:W) 42 L) 60 H) 14 Total SF) 1992 2. Allowed Lot Coverage:Total Lot Size 13504 SF x 35% = 4726.4 SF 4�0 � 3. Actual Lot Coverage: (SFala/lsrrucrures1) 4 5 _ I3504 (lot size) 0.352 /o 4. Septic Tank? UYes Q)No Private Well on Site? ❑)Yes fh No If so,please provide Snohomish County Health Department approval and indicate on site plan. 5. How many trees greater than 12"diameter will be removed? 0 if any, please indicate on site plan. 6. Appliances permanently connected to water service may require Cross-Connection-Control. (Chef*a#that apply) Fire Sprinkler System Medical Equipment Lawn Sprinkler System Livestock Drinking Tanks Decorative Pond/Fountain Hot Tub L] Re-circulating Heating System Swimming Pool Q Other N/A Applicant Signature: 6� Date: 20 ' This square rootage should include the footprint area or all structures on the property including:house,garages;5h1`,Covered patios,and decks permitted by the building code. Rev 04/2U 13 CEP 0 3 2020 I i town!Countq,A Olrl,lnn Of wsv 1 2 G 6 2 4 10 ?ERMABILT. ♦Irag.�r�en,e.,a�Y M»,�JNI �y►N C�.t.�Mr ODM99 NP1,n: w.s:nuo g[ww. a..nann..,... P+NINrs»�wnu � rysnl-,a.l wl C•N'PM.NnagY .P.nInPN ryM-nl Ilnllwro I-+-+'D+ 9�"wt,dperewJL,.M.y aWnq.O+n.DP.d..wr 10P N,n01 bW4rh (���•y('��,,'�'DW rP^Mt nsgrllM 1a�o+�'.+awiw� .r Vf,N 1 Gl�[,V.INp'DP1lMOM/PgtllrM lsawrrlY.sl,rrNn1 BmIAIny?rcud- ADO Nam-.)/ ��y 1 Y2c SSTs 4Y.Y�htA Ata J!<1*.9i s2S n,n«DDnN;M4JIT001Qf60d upuwK.w-:rJ� LTpDo�7r3r':s'G7b� `7I1.4i�.Z'o`I'F7E'�"T:�' face 20' ,4&r$.Zd;0.31c�3 45 sAsr.��Pemnas)a4c Lioaesr:fcoi6 All137 AdAW-?0 Plop.(rI1GA4E�f�N°P"1g9$� MW CM MT 9rty ` Q n 4 I P IIS f A P�cl� oS '� Pcou�,uawe��S16P No sfocLrilm pole- ConSfn+r-W» of( sods in place 24 hrs. — S form wAt r Iv flop qufftrs M c 0um slxx.+t w s pla s h b lock4 to na tvc vWg Otfon. clewinri limits 00 MCI Qu Mill n ul •`JJ v.? aJ i'A Go NOT SIGN INCOMPLETt 9)If.PLO D)l �! CUM—nao.V0.0—'Worr"PN,6sa 1M Lud0,4g,~1,110n Ol ina Olultling lot"NOM,Pntl—ilioe IINI all Gntl WMIP C-10"rCopy PWur WMIA OMex Cnyy J�� .w..-.•I-Vann W,J.rJr//��..wwyy RIPOj��rfKI N:•�F1n r-� CVIfONFJiSW1Al4f1E]4�.iG�L..i��ta��' LEAD• �rS a-.S` 02012 Perm,ROM lntlusuios FR-� 'dn llnll ll�INIiII��l fr I Kristin Foster From: Kristin Foster Sent: Tuesday, November 3, 2020 2:44 PM To: Permit Manager; 'Ryan Hoang' Cc: Raelynn Jones;Josh Grandlienard Subject: RE: Building Permit Application Rya n, You can submit this site plan with the building permit submittal for review. No need to submit for Zoning Permit approval as it has already been approved. Thanks, Kristin Foster Permit Technician City of Arlington 18204 59th Ave NE 360-403-3549 kfoster(cDarlinstonwa.sov From: Permit Manager<permits@permabilt.com> Sent:Thursday, October 29, 2020 6:19 PM To: Kristin Foster<kfoster@arlingtonwa.gov>; 'Ryan Hoang' <permit_assist@permabilt.com> Cc: Raelynn Jones<rjones@arlingtonwa.gov>;Josh Grandlienard <joshg@arlingtonwa.gov>; CED Main Line <ced@arlingtonwa.gov> Subject: RE: Building Permit Application [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Kristin, I have updated the site plan to address the drainage requirements. Please let me know if there are any other corrections I am missing. Town & Country, A Division Of PERMA61U. POST FRAMEBUILDINGS Corey Tuttle Operations Manager E permits@permabilt.com V 800.824.9552 F 425.742.4378 1 Contractor License #TOWNCPF099LT pe_r_mabilt.com_ facebo_ok_com[Per iabilt Building Proud TM NOTICE: This communication may contain privileged or other confidential information. If you are not the intended recipient or believe that you may have received this communication in error, please reply to the sender indicating that fact and delete the copy you received. In addition, you should not print, copy, retransmit, disseminate, or otherwise use the information. Thank you. Confidential/Proprietary Do Not Duplicate From: Kristin Foster [ma i Ito:kfoster arlingtonwa.gov] Sent: Friday, October 23, 2020 10:39 AM To: Ryan Hoang Cc: Raelynn Jones; Josh Grandlienard Subject: RE: Building Permit Application Rya n, I met with Don earlier this week and we recalculated the lot coverage to not include the second story of the home. With the removal of the second story the lot coverage calculation is at 34%which is allowed. The Zoning Verification Application has been approved and you may move forward with the permitting of this project. Please be aware that roof drainage shall infiltrate per the City of Arlington Standard Detail SD-140—attached. Feel free to reach out should you have any questions. Thanks, Kristin Foster Permit Technician City of Arlington 18204 59th Ave NE 360-403-3549 kfoster@arlingtonwa.gov From: Ryan Hoang<permit assist@permabilt.com> Sent: Friday, October 23, 2020 9:03 AM To: Raelynn Jones<riones arlingtonwa.gov> Subject: RE: Building Permit Application [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Morning Raelynn, Our client met with the city of Arlington and discovered when calculating the overall sq ft they included upstairs. This was an error and once they remove the upstairs he is under the 35%allowable. Are we able to move forward with this project? 2 Thanks, Town & Country, A Division Of PERMABI LT , POST Ryan Hoang Permit Assistant E Permit assist@permabilt.com V 800.824.9552 F 425.742.4378 Contractor License #TOWNCPF099LT permabilt.com facebook.com/Permabilt Building Proud TM NOTICE: This communication may contain privileged or other confidential information. If you are not the intended recipient or believe that you may have received this communication in error, please reply to the sender indicating that Fact and delete the copy you received. In addition, you should not print, copy, retransmit, disseminate, or otherwise use the information. Thank you. Confidential/Proprietary Do Not Duplicate From: Raelynn Jones [mailto:dones@arlingtonwa.gov] Sent: Thursday, September 17, 2020 8:59 AM To: Ryan Hoang Cc: Kristin Foster; 'Alison Cave'; Josh Grandlienard Subject: RE: Building Permit Application Good Morning Ryan, The Zoning Verification has been reviewed and there are comments from the Planner in regards to the lot coverage. Please see below: • The application shows over the allowed 35% lot coverage, based on the calculations only 4726 sq ft is allowed on the lot to maintain the 35%.The application is showing 4814 sq ft of structures. You may adjust the site plan/ proposed structure to accommodate the allowed square footage.You may submit the updated plan to ced@arlingtonwa.gov for review. Feel free to reach out should you have any questions. Thank you Sincerely, Raelynn Jones Permit Technician City of Arlington Community& Economic Development 18204 59th Ave NE Arlington, WA 98223 Office: 360-403-3436 3 www.arlinp,tonwa.g v From: Ryan Hoang< ep rmit assist@permabilt.com> Sent:Thursday, September 17, 2020 8:50 AM To: Raelynn Jones<riones arlingtonwa.Rov> Cc: Kristin Foster<kfoster@arlingtonwa.gov>; 'Alison Cave'<permits@permabilt.com> Subject: RE: Building Permit Application [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Hi Raelynn, Is this project still under review? Please keep me updated. Thank you, Town & Country, A Division Of PERMAcALT POST FRAME BUILDINGS Ryan Hoang Permit Assistant E Permit assist@permabiIt.com V 800.824.9552 F 425.742.4378 Contractor License #TOWNCPF099LT permabilt.com facebook.com1Permabilt Building Proud TM NOTICE: This communication may contain privileged or other confidential information. If you are not the intended recipient or believe that you may have received this communication in error, please reply to the sender indicating that fact and delete the copy you received. In addition, you should not print, copy, retransmit, disseminate, or otherwise use the information. Thank you. 4 Confidential/Proprietary Do Not Duplicate From: Raelynn Jones [mailto:rjones@arlingtonwa.gov] Sent: Tuesday, September 08, 2020 4:35 PM To: Ryan Hoang Cc: Kristin Foster; 'Alison Cave' Subject: RE: Building Permit Application Good Afternoon, The application is still under review. We have a target date of 9/11/2020 and will reach out with approval or any comments once the review is complete.Thank you and feel free to check in anytime. Have a great afternoon! Sincerely, Raelynn Jones Permit Technician City of Arlington Community& Economic Development 18204 59th Ave NE Arlington, WA 98223 Office: 360-403-3436 www.arlingtonwa.gov From: Ryan Hoang<permit assist@permabilt.com> Sent:Tuesday, September 8, 2020 4:11 PM To: CED Main Line<ced@arlingtonwa.gov> Cc: Kristin Foster<kfoster@arlingtonwa.gov>; 'Alison Cave'<permits@permabilt.com> Subject: RE: Building Permit Application [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Hello there, I just want to touch base with you to see where we are on this project. Have a good day, 5 Town & Country, A Division Of PERMAHILL, POST FRAME BUILDINGS Ryan Hoang Permit Assistant E Permit assistOpermabilt.com V 800.824.9552 F 425.742.4378. Contractor License #TOW NCPF099LT eermabilt.com facebook.com/Per-mabilt Building Proud TM NOTICE: This communication may contain privileged or other confidential information. If you are not the intended recipient or believe that you may have received this communication in error, please reply to the sender indicating that fact and delete the copy you received. In addition, you should not print, copy, retransmit, disseminate, or otherwise use the information. Thank you. Confidential/Proprietary Do Not Duplicate From: Ryan Hoang [mailto:permit assist@permabilt.com] Sent: Wednesday, September 02, 2020 1:34 PM To: 'ced@arlingtonwa.gov' Cc: 'Kristin Foster'; 'Alison Cave' Subject: RE: Building Permit Application Hi Ced, Attached are the Site Plan and Zoning Verification Form for Parcel#00411700701600/425 S. Olympic Ave,Arlington 98223. Please let me know if you need additional information. Thank you, Town & Country, A Division Of PERMABILT. BUILDINGS: POST FRAME Ryan Hoang Permit Assistant E Permit assistOWermabilt.com V 800.824.9552 F 425.742.4378 Contractor License #TOWNCPF099LT 6 facebook.com/PermabiI Building Proud TM NOTICE: This communication may contain privileged or other confidential information. If you are not the intended recipient or believe that you may have received this communication in error, please reply to the sender indicating that fact and delete the copy you received. In addition, you should not print, copy, retransmit, disseminate, or otherwise use the information. Thank you. Confidential/Proprietary Do Not Duplicate From: Kristin Foster [mailto:kfosterC&arlingtonwa.gov] Sent: Wednesday, September 02, 2020 11:56 AM To: Ryan Hoang Subject: RE: Building Permit Application Yes,that is correct. Thanks, Kristin Foster Permit Technician City of Arlington 18204 59th Ave NE 360-403-3549 kfoster@arlingtonwa.gov From: Ryan Hoang<permit assist@permabilt.com> Sent: Monday, August 31, 2020 11:06 AM To: Kristin Foster<kfoster@arlingtonwa.gov> Subject: RE: Building Permit Application [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Hey Kristin, I just want to re assurance with the process,that I will submit Zoning Verification form and Site Plan to Ced,then wait for it to be processed and mail the building permit application (2 hard copies) over to 18204 59th Ave NE,Arlington. It that correct? Thank you, Town & Country, A Division Of PERMAB Lr BUILDINGSPOST FRAME Ryan Hoang Permit Assistant E Permit assist@permabilt.com V 800.824.9552 F 425.742.4378 Contractor License 7 #TOWNCPF099LT p__ermaftt.com facebook.com/Permabilt Building Proud TM NOTICE: This communication may contain privileged or other confidential information. If you are not the intended recipient or believe that you may have received this communication in error, please reply to the sender indicating that fact and delete the copy you received. In addition, you should not print, copy, retransmit, disseminate, or otherwise use the information. Thank you. Confidential/Proprietary Do Not Duplicate From: Kristin Foster [mailto:kfoster@arlingtonwa.gov] Sent: Monday, August 31, 2020 10:11 AM To: Ryan Hoang Cc: Raelynn]ones Subject: RE: Building Permit Application Rya n, Yes,you may email the submittal to ced@arlingtonwa.Rov for processing or apply online at the following link. Any new residential structure also requires a Zoning Verification application.This application is basically a site plan review to check for lot coverage and setbacks. That application can also be found at the following link.Along with the Zoning Verification application please submit a site plan with the proposed garage location and setbacks from property lines.There is no fee for this application and typically takes five business days to process. For the building permit submittal the City does require two hard copy sets of all submittal documents.Those hard copies can be dropped off at our office at the address in my signature block. Our office is closed to the public, however there is a drop-off box located in the foyer which is open M—F 8 am to 5 pm. Permit Submittal Link: http://www.arlingtonwa.gov/246/Develoi3ment-Permit-Applications Let me know if you have any additional questions. Thanks, Kristin Foster Permit Technician City of Arlington 18204 59th Ave NE 360-403-3549 kfoster arlinptonwa.eov From: Ryan Hoang<permit assist@permabilt.com> Sent: Monday,August 31, 2020 9:36 AM To: CED Main Line<ced@arlingtonwa.gov> Subject: Building Permit Application [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Hello, 8 5 � I am proposing a garage permit for Parcel#00411700701600/425 S. Olympic Ave,Arlington 98223. Is this the right address to submit the required permit forms? Please advise, Town & Country, A Division Of PERMABILF., BUILDINGSPOST FRAME Ryan Hoang Permit Assistant E Permit- assistPpermabilt.com V 800.824.9552 F 425.742,4378 Contractor License #TOWNCPF099LT permabilt.com facebook.com/Permabill Building Proud TM NOTICE: This communication may contain privileged or other confidential information. If you are not the intended recipient or believe that you may have received this communication in error, please reply to the sender indicating that fact and delete the copy you received. In addition, you should not print, copy, retransmit, disseminate, or otherwise use the information. Thank you. Confidential/Proprietary Do Not Duplicate 9 I f I y -n V Z' 6/a Permit#: 3564 Permit Date: 11/20/20 Project Name: Vanney Company/Applicant Name: Permabilt Company/Applicant Address: 16521 Hwy 99 #C City, State, Zip: Lynnwood WA 98037 Contact: Ryan Hoang Phone: 425-743-1555 Email: permit—assist@perinabilt.com Permit Type: Assessory Structure Valuation: 75000.00 Square Feet: 0 Number of Stories: 0 Type of Construction: Occupancy Type: Scope of Work: New detached 42'x60'x 14x pole garage. No heat/plumbing MIC/Opportunity Zone: Permit Issued: Permit Expires: 05/19/2021 DNU: Status: IN PROCESS Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning VANNEY DONALD 120 SINGLE 00411700701600 425 S OLYMPIC AVE E FAMILY RESIDENCE Contractors Contractor Primary Contact Phone Address Contractor Type License License# Perna Bilt Jeremy Hammar 425-746-1555 16521 HWY 99 CONTRACTOR TOWNCPF099LT Plan Reviews Date Review Type Description Assigned To Review Status 11/20/2020 Residential Accessory Building In Review Structure Fees Fee Description Notes Amount Building Permit Fee Table 4-1 S1,232.49 Processing/Tcchnology Fcc $25.00 State Building Code Surcharge Fee Residential- Ist Unit $6.50 Building Plan Review Fee Table 4-2 S801.12 Total $2,065.11 Uploaded Files Date File Name 11/20/2020 7733256-3564 Structural Calculalions.lLd 11/20/2020 7733255-3564 Plans.pilf 11/20/2020 7733254-3564 Application.pdf 2GG 2 4 l RESIDENTIAL PERMI CAPPLICATION Department of Community & Economic Development ill ,ip City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK,OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2) SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. 425 S Olympic Ave, Arlington, WA 98223 Project Address: Plat: Single-family Duplex D Townhouse Addition lil Accessary structure Proposed Area: 111 Floor: 2"� Floor: Garage: 1992 Total SF: 1992 Describe Proposal (include crass street): New detached 42' x 60' x 14' pale garage, no heat no plumbing 75000 Valuation: Owner: Vanney Owner: Address: 425 S. Olympic Avenue city: Arlington state: WA zip code:98223 Phone: 425-308-2073 Email: donvanneyjr@gmail.com Applicant: Ryan-Permabilt 16521 Hwy99 #C Lynnwood WA 98037 Address: _ City: State: Zip Code: Phone: 425-743-1555 Email: permit_assist@permabilt.com Permabilt Contractor: +` t' 16521 Hwy99 #C Lynnwood WA 98037 Address: City: State: Zip Code: 425-743-1555 permit_assist@ permabilt.com ;•.;, Phone: Email: Permabilt TOWNCPF099LT 06/30/21 Contact Person: License Number: Expiration: ;=a Deceived NOV 16 2020 6;16LP Page i o9 3 :j _. I I I �� ,. _ ., RESIDENTIAL PERIVII iAPPLICATION ` Department of Community & Economic Development � }w ` d City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551*1`,Ly' Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) ❑ Bath/Shower Combo (4.0) x Sink (1.5) x ❑ Shower (2.0) x ❑ Lavatory (1.0) x ❑ Clothes Washer (4.0) x ❑ Water Closet (2.5) x ❑ Dishwasher (1.5) x ❑ Water Heater x Hose Bibb (2.5) x Water Heater Model # Other (list) x N/A Plumbing Section Continued r Proposed Water Piping Size: Proposed DWV Material: Proposed Piping Material: Proposed DWV Size: i ? is • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 rd • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6/16LP Page 2 of 3 i::. :� i i` y RESIDENTIAL PERMI-r APPLICATION Department of Community & Economic Development 0 City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone(360)403-3551 mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: Furnace (80+) Model # AFUE U Heat Pump Model # SEER HSPE AC Unit Model # SEER Type II Hood 01 Commercial Cooking Appliance Q Hydronic Piping Boiler Solid-Fuel Appliance Q1 PV System Fireplace Insert Outdoor BBQ QI Storage Tank El Freestanding Stove �_J Gas Piping Q1 Other N/A Gas Piping Information Not Applicable: Pipe Material: Pipe Size: Total BTU's of all Appliances: Distance from Meter to Furthest Appliance: • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet ' � i • Proper combustion air and venting required for all appliances • A shut-off is required within 6 feet of all appliances �� 3( 2 Applicant Signature:_ Date: � Print Applicants Name: Y /4 N H O A N & 6?i6LP Page 3 of 3 1 I M �. � _ I 1 O Some online services will be unavailable due to maintenance See a list of service notifications (h_i ps://Ini v+a g� =yslem-slatys) Local offices are closed to the public. Please call your nearest L&I office for local assistance .(htt i.wa gov agency/contecy#oKicelocetlons),between 8-5 Pacific Time weekdays,or dial 360-902-5800. wasnmym sidle oeonnmeni of Labor&Industries ago gov) TOWN & COUNTRY POST FRAME BLDS Owner or tradesperson 16521 HWY 99 STE C Principals LYNNWOOD,WA 98037-3199 MILLER,GLENN R,PRESIDENT 425-743-1555 SNOHOMISH County Doing business as TOWN&COUNTRY POST FRAME BLDS WA UBI No. Business type 600 461 076 Corporation Parent company PERMA BILT IND INC License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no. TOWNCPF099LT Effective—expiration 06/30/1991—06/30/2021 Bond No bond accounts during the previous 6 year period. Insurance Ohio Security Ins Co $1,000,000.00 Policy no BKS61723911 Received by L&I Effective date 08/14/2020 08/18/2020 Expiration date 08/18/2021 Insurance history Savings (in lieu of bond) $12,000.00 Received by L&I Effective date 02/16/2011 02/10/2011 Release date Impaired date N/A N/A Savings account ID 0234000008 Savings history Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&1 Tax debts No L&I tax debts are recorded for this contract_ ..tense during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent No active Washington registered apprentices exist for this business.Washington allows the use of apprentices registered with Oregon or Montana.Contact the Oregon Bureau of Labor&Industries or Montana Department of Labor &Industry to verify if this business has apprentices. Workers' Comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 447,126-00 Doing business as TOWN&COUNTRY Estimated workers reported Quarter 3 of Year 2020"31 to 50 Workers" L&I account contact TO/KRISTI LINN(360)902-4620-Email:LINB235@lni.wa.gov Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training—Effective July 1,2019 Exempt from this requirement. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace Safety $ Health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 12131/2019 Violations Inspection no- 317957034 Location 52 East Omega Place Belfair,WA 98528 Inspection results date 0 2/0112 0 1 8 Violations Inspection no. 317947332 Location 522 N Sequim Ave Sequim,WA 98382 Inspection results date 01/11/2017 Violations Inspection no. 317942657 Location 907 72nd Dr.SE. Lake Stevens,WA 98258 Inspection results date 02/02/2016 Violations Inspection no. 317938543 Location 391 Sentinel Firs Road Port Hadlock,WA 98339 s I I �I 1 MIN. 4" PERFORATED PIPE — ROOF INFILTRATION TRENCH DRAIN __... ---------- ------ f I I I --------------------------- YARD DRAIN PLAN VIEW TURNED SOLID PIPE ECTION DOWN ELBOW ]rROOFDRAIN GEOTEXTILE ON A TOP AND SIDES 4" PERFORATED PIPE 6" MIN ' 4" TEE �u.00y,. . 2' MIN WASHED ROCK 1 MIN PLUG WITH 1/2" 34'-1 1/2" 1' MIN / 1' MIN CENTERED HOLE — ---- _ � u FINE MESH YARD DRAIN OR CB SCREEN SUMP W/SOLID LID 3' MIN MAX 100' 10' MIN A —i HIGH GROUNDWATER TABLE SECTION VIEW NOTES: GEOTEXTILE— COMPACTED 1. TRENCHES SHALL BE A MINIMUM OF 10' FROM BACKFILL BUILDING, PROPERTY LINES, AND EASEMENTS. 2. THE FOLLOWING MINIMUM LENGTH (LINEAR FEET) 6" MIN PER 1,000 SQUARE FEET OF ROOF AREA BASED MIN. 4" ON SOIL TYPE MAY BE USED FOR SIZING PERFORATED DOWNSPOUT INFILTRATION TRENCHES. PIPE COURSE SAND & COBBLES 20 LF 2' MIN WASHED ROCK MEDIUM SAND 30 LF 1' MIN 3/4"-1 1/2" FINE SAND, LOAMY SAND 75 LF SANDY LOAM 125 LF LOAM 190 LF ' 3. MINIMUM SPACING BETWEEN ADJACENT TRENCH 2' WALLS MUST BE 6 FEET. 4. INFILTRATION TRENCHES SHALL NOT BE BUILT ON SECTION A A SLOPES GREATER THAN 25 PERCENT. SLOPES GREATER THAN OFFICE COPY* TMINIMUM RENC ESE BACK OF 50'SFORR INFILTRATIONCENT HAVE A G`T Y O� MTROVEn BY L OUVE DEPARTMENT OF PUBLIC WORKS STANDARD DETAIL DATE CV71S11- STANDARD DETAIL NUMBER RIF STAN 5KC Z RESIDENTIAL ROOF DRAIN INFILTRATION SD- 140 'PZ1NG,to TRENCH i e .fc, 1 � Town a Co—try,A Division Of ti •,.•sr a .... 26024 10 PERMAaILT ,�52,H�n,�su,°r wA 99 z3'9' py�e�Check After Doing Site Plan: QSMIt dal Mb EElmxe D wNoahA mwh l'n::t Puy°nup:(253)mD-9552 + U��roa0poott9 dimensions r(.1�$V,W M'N ,+ C BVa ion nI property AaTr�.slr°n�°ueaa�„an°,=. _,fna isss C hliq Mel9rgt 7s•z*cu of mow 6. 7 buildings ❑Bodies of water r_ar.lazs)zaz<3?a•aoo.a2<assz K..•py�,d Nub'>g y v,ro+,o run nurn ❑Floorplan k �� �� i A r.0111Vr5 Lic•'.TOWACP[D99LT P°,mahaic°m•1°cebeok.Ipi`nn°en I=EennnnKms Aeee<•NprOp0600 Dva0tp '�.!Satc.: �e,s.i,•..enry Building Proud'" JnnNamn:Y _ ,kpSggAypre+s.�'�2S' Legal DleeRMlon "*•'—_.__-=i,- •-._-._� utat 1" `--- T-A—bra:09411 00-m6w Sara/"=20' L or size-0.3+acaef E)rt5l. 1X?E1t415 rzAll SFe r/862 0 CAIL?OAT ' f f0 0 �tsfikrESS-3st+y� &,M(EISWZ 19g2r� ti isr.4AWT H KT.SFIR 1#&0 c� e H 1S �XJSfTN6 P � lClkK�x7'O�eY f iNGlt.'f[Ar k y 71tedW j oS 1400,vAakGG IS NOP +,992� !!T DS 1Z0 1 _ No stockrats Pole comfruchof, - AhtRnd All Sods in PIGcL UuOnin 24 hrs. S jV(r111<Ater to tkl- 91100`s tV CITY OF AR .INGTON dog spats to splash blocv< tv BUILDING DEP RTMENT 0/fn++ BksZu ro 10'051y-' DrEf APPROVED yu�x�,�-��N -�►�.�u��� Cleartny llmiTs MATE_ BYif JOB COPY NO CHANGES AUTHORIZED UNLESS APPROVED BY THE BUILDING INSPECTOR DO NOT SIGN INCOMPLETE SUE PLANI t Customer has verified and epp�oved the Idcalion of the building,orientation of the twilling In the North,antl verities That all Grid White-Customer Copy Plain White-Office Copy utilities are shown on this drawing in the correct location. _ CUSTOMEHS10,4ATt1f1E:� - LEAD y `��S Y g „ 02012 Perme-Bill®Induslries FR-34 10!17 KU'l i-T'efi L'I IA-90 'rry. -1 Tin ttA 1 :;4 ell'i 11,10 Y903 'Bot mr m 11 Town&Country,A Division Of p vnc. .u.. 26024 dU P E R MAa I LT 16621 Hlgn"ay 99.5a.a. d WA99119i-alm Pill.—Check After Doing Site Plan: p!_ mAnsrtlO �L.I sire D—Nonh A— L'q._ »�y9n;,0:(xsal d+o-ss=z lt�" ,..u..:,„• $O W= ❑Elevation of property AaT��,srrewa 4:aey.ne,= .rna l5SsE..,...�..,•�:^.p: &NbesU el propesW6_ ,0 buildings ❑Bodies.,water _ FAx 1a2511ax-0a;e•es0 exc 9s5: p�.iyed e�,e„p 'J" tyd Ntlh nimd ❑Flo.rplan A Conliac:o's 1-1 T—CP1000 }1�n � maea�mm.loceocoe convxmae r. Eow ["f 6tes»bOraObsvddrog7 8lopos n:.rntotss Kl nrrmrwMq � Building Proud" a Job Name: Legal Ll 1 -i p d%l rx f f - - ,axA ce.nik:po4ll�oD�01b00 SCALE/=20' Leer SIZE=,3 p',oi rc,yi' E7(ISf.VAPERtAOt+S SURL 5re r/86Z 0 C,gp.�00.T" ?&o 0 A-ppS7`A1rXS'�Sa� rRoP.C7Aa+�(>•EJSI�op=199�� \6S i Pt KT.Si'"R 1962 0 �i L w � M �5 �xssrs*i6 Pl roICK'�x7'cee T"Illco Ile �s p¢ov,GAILAGll DS 12A ►- No stor-Ill Pole conc tiucho. ` Ahhand all SONS in PIGce I-LiO'1in 24 hrs. 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(•� 0'l012 Pmn.011I*lndullliu Fp•yl 10111 IIIAI uEll�lllr it �; CITY OF ARLINGTON i 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center:360-403-3551 BUILDING PERMIT Permit#:3564 425 S OLYMPIC AVE PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#: 00411700701600 Valuation:75000.00 OWNER APPLICANT CONTRACTOR VANNEY DONALD E Permabilt Pcrma Bilt 425 S OLYMPIC 16521 Hwy 99 11C 16521 HWY 99#C ARLINGTON,WA 98223 Lynnwood WA 98037 Lynnwood,WA 98037 425-743-1555 425-746-1555 1.1C:TOWNCH099LT EXP:06/30/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LTC#: EXP: JOB DESCRIPTION PERMIT TYPE: Assessory Structure. CODE YEAR: 2015 STORIES: 1 CONST.TYPE: V13 DWELLING UNITS: OCC GROUP: U BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL The issuance or granting of this pen-nit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor, I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RF,LA'fING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI10/IRC110. SALES TAX NOTICE:Sales tax relating to construction and constriction materials in the City of Arlington must be reported on your sales lax return form and coded City of Arlington#3101. Signulure Print Name Date Released By I)a� _ !•��NII[TI(�Nl� ., I I ADHERE TO APPROVED PLA, APPROVED JOB COPY SHALL BE ONSI1 OR CONSTRUCTION AND INSTALLATION. ROOF DRAINAGE SHALL INFILTRATE PER CITY OF ARLINGTON STANDARD DETAIL SD-140. CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERA HT FEES Date Description Fee Amount 12/17/2020 Building Permit Fee $1,232.49 12/17/2020 ProcessingfTechnology Fee $25.00 12/17/2020 State Building Code Surcharge Fee $6.50 12/17/2020 Building Plan Review Fee $801.12 Total Due: $2,065.11 Total Payment: $2,065.11 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon T C, 'Td'lQ-d'I�-O.CAQ P-B's AllelirMa OZILZ19 N. a) NVd,,SNJ b ndr Hi K011-038 1VOIdAi A. 69661 NVdS--46:-.9f < Cw T19'I TWO.8ld "NILOW ISOd-WN903o d)1O-�O'-.t k 0;'ej > w IN dO Ilid SPNIL06A ISOd -IlVtVJ3N3 d330-.,9.-..,* x O.,gt Cht 10136 t(34 SON11661 ISOd TYYM301S,cl330 Z. M. EV 0: Od Z:. T 13314S 3LOW-70d, 0 omooirn Z: Q. -C/Zl' *13d aid S'*LSD GL W13M vo, 4&. x NV'ld'U38,JSOd. 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W l)IE'rt[lD.m= - POST PER Pl1W c•v 1 1 STRAP BTM Af 2,1 GRACE DNA,PAIQl toms) 2x1,T-C M-01 -O 'Z I 'CAVE ptlI"./(3) • ;2x vFnlrAl fJUJGONC• '24'•:c:("-)' -%, a At aw warom p 1 -sod. i•I%2 STU O. 'ATTACHED TO POST./121 O :0 POST C ....__.- IL, AI CAVE CNDWA(L POSE ♦•o:e. •p(R. 6'-0' (�&Wrs• QRI) PER P('AN.` lIC17tf11 CAtS 2�.AT iLO TC POS I �' J .� I ,Q- 20�-0 �I; BAY Mt0 1' 2.6 ftAT GAT''O Ii et.., DCiVQN GIRTS µgyp Q %IRIYI X. x. P IN uE70.:xATl ?;d rLAT L/TORTS O •� � `CLDOOIG CIRI 21 11 NAIL'VAtKI DSo:SWAIM t1Allm } -3-1od o LAP pU tK/dl wr0 2.e,RAt.QIr IT F= P LAN •>'• \••••\ (1 2i0�IvJi.DRAG_ /�K.-ac: �. \ \ {I Ai';LOI:JU1011S A23-O•le'O:C. R w"Vrw 12.O.C.W TNC•FYID \. \ CRT TOPLITE` (11LOOi'All VNEL EDGES) NOTED Ofl TRu55.. \�\\ II P.1.2re'Sii P1ATE N. .43.0:• 2..w'j2 6WkNUd1S. SNURRAIL ST1tONC IWLT'O.21'o,c ON:N1N- . -y ORACC' APPUCO At } ��•�(y�ry��� [OGE 11yatCZ 0!OEO) •E2A1OC 16`A 1TOl iVI1SS(OR'Sx:Clf IOGIR)NS•1HDILD'Og II IIY.I `(vIQRE LITiWALL OCt1RtS). TRUSS AT PV GA1S;li SIDETRUSS DRWNG. 11.1► E COT_ NAL1pK TO_Of:)',)�i0_229 IAANVA-,,nAEROCCUOS)PIER 1RV55 ATTACH 7D TRUSS IIAIIIIIS.DtA D01tOtI CNORO O/ 2=100..TOE- IWI-AT DECK t2%) ��_ � ( !=:-TkCI§S BRACIN�:�I.ROi•: ORO r ONE TRUSSEO.BAY, T tY-TRU S ORAOItIG O BOTiOTA HORD MUITtP E TRUSSED 8AY5,_ 4 �8'•SHEARwALI AT ENOWALL. 1 3 Received NOV 16 2020 _ 2GGb� RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development +� City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone(360) 403-3551 TCY THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK, OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS, THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. 425 5 Olympic Ave, Arlington, WA 98223 Project Address: Plat: C7 Single-family Cl� Duplex 0l Townhouse 01 Addition Accessory structure Proposed Area: 1" Floor: 2nd Floor: Garage: 1992 Total SF: 1992 Describe Proposal (include cross street): New detached 42' x 60' x 14' pole garage, no heat no plumbing 75000 Valuation: Owner: Don Vanney 425 S. Olympic Avenue Arlington WA 98223 Address: City: State: Zip Code: Phone: 425-308-2073 Email: donvanneyjr@ gmail.com Applicant: Ryan-Permabilt � - 16521 Hwy99 #C Lynnwood WA 98037 Address: - City: State: Zip Code: Phone: 425-743-1555 Email: permit—assist@permabilt.com Permabilt Contractor: 16521 Hwy99 #C Lynnwood WA 98037 Address: City: State: Zip Code: 425-743-1555 permit assist@ permabilt.com ; Phone: Email: �. Permabilt TOWNCPF099LT 06/30/21 Contact Person: License Number. _ _ Expiration: Received NOV 16 2020 61 6LP Page 1 of 3 ,� J w i RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone(360)403-3551 Plumbing Section (continue filling out if plumbing is involved) (Cheek all that apply and indicate the number of fixtures proposed) 0 Bath/Shower Combo (4.0) x ❑ Sink (1.5) x Shower(2.0) x ❑ Lavatory (1.0) x Clothes Washer (4.0) x ❑ Water Closet (2.5) x Dishwasher (1.5) x ❑ Water Heater x Hose Bibb (2.5) x Water Heater Model # Q. Other (list) x N/A Plumbing Section Continued Proposed Water Piping Size: Proposed DWV Material: Proposed Piping Material: Proposed DWV Size: • Ali hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 "d • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) Page 2 of 3 6/f 6LP h'i RESIDENTIAL PERMIT APPLICATION y Department of Community & Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone(360)403-3551 INCH Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: U Furnace (80+) Model # AFUE 0 Heat Pump Model # SEER HSPE AC Unit Model # SEER Type II Hood 1�1 Commercial Cooking Appliance ❑ Hydronic Piping Boiler ❑ Solid-Fuel Appliance ❑ PV System ❑ Fireplace Insert ❑ Outdoor BBQ ❑ Storage Tank ❑ N/A Freestanding Stove ❑ Gas Piping Other Gas Piping Information Not Applicable: Pipe Material: Pipe Size: Total BTU's of all Appliances: Distance from Meter to Furthest Appliance: • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet ;,`! • Proper combustion air and venting required for all appliances • A shut-off is required within 6 feet of all appliances +' Applicant Signature: 04 Date: W 0 U Print Applicants Name: Y /4 IU 6!16LP Page 3 of 3 .... 26024 10 Town&Country,A Division Of P E R MAa I LT a�2,R g°�.99.5 °.l,m wo n wA eg�,-3,6, b��Check AN Doing Site Plan: ❑Se? a tl c.infeltl Elesze r'y Nonh n mw it 16s2l f'(l 11,5"i2 G-ig r�PorYOr+$%ft" L fac'•w^r li^oa ❑Elevation of proper' ;,amr:r.a5�e Heatlo::ancrs(e25)rns-isss %E.e:ey buildings Se!Cxl,of proposed&existing buildings ❑Bodies of water FAX 142aJ]E2de�a•ace 22<9— "T'rcoeaed vden, 3�'lain ad a+cC Floorp!an !R '• • ConlreCu s�i.e TOwr:LPcg 1 E:Fd r� r. AfLBss to proo*0J to ltling 5-=4Ct n'J'ifL IJ+'6,mnM:Q p.aYl te+e•:rMTY•teRb+�sel' C�/ '�i=�J Building Proud'" g Le _ Legall DC DeF'.':FfAn' _ . T ACcounik: �Q(/ SCACE�4- Zo� L'T S l ze=0.3i acres_ j3 7p .ic:r, {ISr r/q?rRV1 cus SLl>q 5ill=/$62 0 (p2Pn0.T_ 9600 EYE st pctESs-35a� mnor EtiKr•CfoWT f6D# P4 Ill SMt 1962¢ 0 L rrr�un+r " N.eli `�y T a,, �S I, PRoV,QAr AGG $P 777 DS �29 No stockritil Pole constrachor? — An>ltnd all WIS in PIGce WOnill 24 hrs. S fora-*ttr tv f loin Vf frs tD CITY OF AR INGTON do,k„ spat to ;plush bloc)-c f) BUILDING DEPARTMENT a4,il 8ks="' ro 1°',il Dl Ott a�v T-A-e Lfl APPROVED emits DATE 44�&It / BY JOB COPY NO CHANGES AUTHORIZED UNLESS APPROVED BY THE BUILDING INSPECTOR DO NOT SIGN INCOMPLETE SITE PLAN! C Customer has verilied and approved the location of the building,orientation of the building to the North,and verifies that all Gnd While-Customer Copy Plain Whne-Office Copy uriP,9es are shown on this drawing in Me c6rre^.1 location. -7 S f CUSTOMER SIG"14TµPE ti `EAIi. ®2012Perma-Bil! Industries FR-34 10./17 IIIIIII IIIII III Illf o - Y NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ,M APPROVED ter. PERMIT#: ❑ AM ❑ PM IDATE:? .; LOB ADDRESS: LOT#: PROJECT: j TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION; ❑ CONTACT INSPECTOR 360-403-3551 Cl CALL FOR REINSPECTION THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE � LDS� OR. 0 PLANNING 0 CIVIL 7 BUILDING CITY OF ARLINGTON < v) "" av ' 0a % n0 � � r � > -< 0 > v o � � n r "L [�7 cli d v7 v' w w R w rQi P- o y r0- r. n O m CrJ O n y r` 'o x -� •, a a ° °, coo p n Z 0En • x ➢ y r 0 as o < ° ^• o b Z c z CD >� � � � � � o � N' � � cnOUA Td ~ a n r oo n O x o " o `D o w o 7 -i R _. > a U t. o. ° " o 0 o y w o y w cn r z O A o o o a < Cc, o ^ � 0 7- a a y n o a > Y Cl O n w o ° o n ran o A A ^ n 0 w p m `j o 7 0 °° o O z cOi y U e y i6 -� �. o o C z C7 ; o !' o w o w �• a vN N ° � f�z7 3 tr] Cr" � ° o g o � o ° n `� o oa O C C' � C 7 0 0 � ° w n o `° o �d c, i„ ¢ a [ ) U) o 'o o CDo w . C7 Go y �_' a o w 10 a ti fd pCrOh 0. a co ayrn C ° 3 U' (� >. o z vz �C En m G� b o a o b y n 3 drp ^ OnO00 ot n CD nzd (b L4 r n P c Nn w r CD o O a Z � � � � Z G "° o o ❑ � � c� o ° C.1 O �. oa b N y � �" .tiy �j m > �y A ID d o Co El 1 C < o � N„ ^ " ITIZ o o o C) o% o x H H w00 w Ee. o w o w "� -nc N •C n �o � f CD a Q w 0 0 > z o ° x ° o a < 10 F -n ^ c, Od 9 _ vd x o d -n 5 y y CD o �C r oo n o 2 kA w CO ov °a n < w A o. m 10 o 00 .- trJ O C7 n ^ A o a o O 7� d p o ti 0 a w ❑ C o (' G C C. S cn Es 0 CD �\ a c�o � o Ch y < a - er v 4 v v eD N N N N rj O O O O OOOO O o [ zo a o C) 03 U) -V c �d � 5 a � � O � � � S. z � d < w co � U3 C) CD � aQCD � o zb :? o � :3 m o p CD o zr -n m H tin y va 3 <. °a o CD rn 7y cn ego 0 0 CD o m � � � � > p� n rCD CD a p' y� N N n 0 0 7 eeD �" CD � O r"' '� ti7 T z r eD �'* p r d t,eD Oil yCD 0 �] '� d dz :y aeD ? Qn y x --drmb IV ego ems °° � Yo � � Or � orA � zo atTl .07Q zcn COO o � cn zG y od ctz fD z � tz t7 � x Y C7 0 C[] O rz sA sA � > < d d N N 00 ON ON ON C) rnc) CO H o cn o -P- p Cri N O O CD CITY OF ARLINGTON ` 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT Permit#: 3564 425 S OLYMPIC AVE PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#: 00411700701600 Valuation: 75000.00 OWNER APPLICANT CONTRACTOR VANNEY DONALD E Permabilt Perma Bilt 425 S OLYMPIC 16521 Hwy 99#C 16521 HWY 99#C ARLINGTON,WA 98223 Lynnwood WA 98037 Lynnwood,WA 98037 425-743-1555 425-746-1555 LIC:TO"CPF099LT EXP:06/30/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Assessory Structure CODE YEAR: 2015 STORIES: 1 CONST.TYPE: VB DWELLING UNITS: OCC GROUP: U BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI l0/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Released By Dat CONDITIONS ADHERE TO APPROVED PLANS.APPROVED JOB COPY SHALL BE ONSITE FOR CONSTRUCTION AND INSTALLATION.ROOF DRAINAGE SHALL INFILTRATE PER CITY OF ARLINGTON STANDARD DETAIL SD-140. CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERNHT FEES Date Description Fee Amount 12/17/2020 Building Permit Fee $1,232.49 12/17/2020 Processing/Technology Fee $25.00 12/17/2020 State Building Code Surcharge Fee $6.50 12/17/2020 Building Plan Review Fee $801.12 Total Due: $2,065.11 Total Payment: $2,065.11 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon .L2'. REINF OYRCs•.E.OPENMCEP DAIT 311. TP. _ 7 I/3 Y Y '<2_-D PC) C C O b c-t<-o- la'-o' I:.•=o" t Asy 3/3, D•�o�4 �. 0 J 6i6:HF/2. �SOEWAIL 1 POST I POST �.. 61i6.HF12 I W W HF/2. CORNER 1 19469 E. :� t Z. 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EAVE OVERRI NC v.EA. - (29 GAUGE)' DETAIL 2/3:. 12. 19/ - AJL TRUSS•SUP-SORT;BLOCK COF.fER'TRUSS-BY OTHERS PER•DETAIL 1/3., W/BRnCING PERDETAIL 1/1 AND/0R 2/1,• DETAIL T i20ST PEft'PLAN- :� / D . .avoli!noi ti_ETAL'WALL GIRTS'PER DETAIL 12j'3� .16 1 CLADDING. INTERIOR-POSE P.ER NOTE PER PLAN o ,4. . DETAIL 13/.3' c CAtK. FLOOR iii Z I ! t8'o Y•♦'- I I I I DEEP POST N( LLJ •I�30"0 % 0'-6"DEEP ISIDEWN.L-POST,FOOTINGS PER DETAIL t 6/3. f ! Q£EP POST,ST V` FOOTINGS1 B'o.x•4'-¢',DEEP EN 6h,MU_ POSE FOOTiNOS-PER DETAIL 16/3:. f00T►NCS PER DETAIL 18' x'4'-0-DEEP'CORNER.POST F.00TiNGS PER DETAIL• 16/3, PFR.DETAIL. e 16/3.LL 16/3. 36'-D"-SPAN t 2'-0-SPAN t Y-0':SPAN x . TYPICAL SECTION THRU C-LEARSPAN 2 N:TS. of METAL ROOTIMG'PE - DETAIL b%3 p'ro - -NOTE EET (29.,GAUCE) A P.URLIN PER DETAILS 12 EAVE A. OOERHANC PER QEfAIL 2/3. ------------ TRUSS SUPPORT BLOCK; •' COFFER:TRUSS BY:OTHERS. ol 106t DETAIL-:1/3. 1y/BRACINC PER'DETAIL t/1 A7'!0/OR 2/1 U ;POST iPER,PLAN W s :Z 29,.Gk GtRTS PER DETAIL .12/.3' o :Q METAL'WALL •� CLAODIHO N J PER NOTE #I. SHEET 3. OEi11L 13/3 I 'Q CONC:'FLOOR• r �- p0 W ;0 ASy% I3G'o x.i'=6'DEEP-SIOEWALL POST j00TtNCS PER DETAIL 16/3f ' I• Q 1BN:x•4`-6' DEEP-ENO'BALL POST FOOTINGS PER OETNL 16/3. .�Q ISO x o'-01•DEEP-*CORNER-POST FOOTINGS.PER*DETAIL 16/3. _ O 19969 36'=0'SPAN CJSTF_-_ ANAL ti TY EC:PIGALI SECTION THRU C.LEARSPAN 8)27i20 .Y 2 •N.T.S. Digitally signed by:Teny L Powell.P.E. 3 �i�T41NE 0 5 1 .i" aoar{vAPri" - ' 'fAvC;� SCREM-rOA .. NOIL . P.IIRLIdd:PFA NOR iJ RAOIrt). V,,eO •^j,,,.• IRAS . • 'NAaa+rPfle '/d POar'PAMA ,IM•:aG TOP. f"IWLAO•C 1. ALL WORK•NO MATERIALS`$HALL CONF.OR14 TO THE 2015 IBC (IN AN$.ATIOI:AL.BUILDING' 'o'oodart• �' °vm mu ,.rx CODE}. CONHACTOR IS RESPONSIBLE F,OR'ALL• AIETH_OOS,NCO MEANS. Stxtl'SIR.M' rr'"• ;d=1M t*M!) ��r,,;-.. PTJt IIOR/,0)=EA4/ �aRr 3)ItA11WC ,a e e 'o • 6 mcc.wu lc. 2: :TRUSS DESIGa AND.FABRICATION SwUJ. CONFORM-T0 THE••2015'1BC:'QNTERNATIONAL _.•� a sac avast rr/ J14 wxx :2:,KWIC Iw to tAnl, ail0a 1101104�m �� �: qr �' , BUILDING COEE). ENGINEERING DESIGN AND.SHOP 0RA'i11NGS'SHALL BEAR'THE STAMP,CF".A n vv I,3t0+.TRVa9'SPAN 6: UK tAl :w.L fKr waeK ro ves` n.e,li E STATE QF WA91l NGTON. ;TRUSS.BRACING PROFESSIO" ENGINEER REGISTERED IN�TH cuAlvi 1wls 71.) 2•K K"a /:.,1• B10O o4nr/ -,w SHALL-BE IN�CCOROMOE WRH THE TRUSS'DESIGN:ORAWING. •r.a•os.so.Aoo<an .�.�" ev1L.PAN71 sm 3/ �� - �-�" 'Y�">a=' TTflTj UMEVs"A ran' iy,rryOd - Loamy .leerd�uo.rvaal,o 3. BUILDINGS SHrMN:ON•THESE PLANS KAVE BEEN.DESIGNED FOR�THE'1OLLOWANG:LOADING: v 'PtR•MORE H: r A-IM ran-. wCOI..(.a1.a1tJP1') - ROOF SNOW-tOi1D: N pat t1FSILTN-MAN[) cP FD:. 11O 1iP)1; OtP.OSURE (a)•I24 7YP; 1�.> ( tla,ss ha LWiaA p, (a).{1-.-Oo}rs- ;, •ocarssr SOIL BFJEtING �i500 pal a - wru. :Yerr: nri Pit Lixb - Ii Ranl rm .ck POE: I ^ ttX[NNIIaO a.0 trmrwmic'mam,r tax" .y"A'roaR,a v%(p uw I cOSA1M'DFSNN'C•TF•�OD�,,�-• :0 cr 3r ar•/3rIOM DILL NeT. I I oN.r:sra ocU1 12' iT0/A4TQe POST. O 'r0R,?0M t:p•(C - _ e'a. K,[K>•drr i>e11771.O,1:wIrIxP .WITH:S7 - ISOxg MAX. 'Ir ROOI ipl �. AND0OA\0/3 race'•• 'ppUQ[1RV53[9.' _ RN,Tct.9*IOC" r!"t: U.K ORI M••1►7 SKLIrItO'Aq.[. _ POST'pa'RN/i ly 0.0CR -W/.et ll)10...'3.1 1. rAu rANtu .I%'IC11011Y 'so"o -• ♦. METAL PANELS-SHALL BE.BHP.'R0R'CLAD. OR•EQUAL. HAV11iG 60 K_SI MINIMUM YIELD vEle:nott IA:at 3 Led NA<lar IaN Gt01 rile-wa. / o° III �tNscr�-) STRENGTH..ROOF PANELS SWUL. BE FASTENED WITH,/,/'4.x 1'-1` 2 SEL) TAPPING S[RFWS a Test uxA 'AT 9' O.C. NONE EACH PLIftIJN 'A)`t0 EACH RAKE BFAY;,WALL PANELS 5HA4 8 FASTENED• I- 5EGT10N'AT'EAYE R I VATH,19 x't 1/27 SELF TAPPING SCREWS,AT 9''o.c ALONG EACH GIRT.- SHEET. I FOR c s CT_TH - iado?aeaA r.r-o; METAL"GAUGE J BAY..W.0.Im•IlAi4 .r-r2r. 5: LUMBER SHALL.CONFORN TO.THE FOLLOWING U.N.O.•ON,T14ESE,PLMS: <N F PAY,,usr.2.6 W#I It W.•h. rqe -2X4 THRU,TX6: HF'NO.'2-:OFL NO'.2' ,N.,.•.aAt's:.I=US IIFIT-r.W.A. Ri[irw M• O'[.N e f 2X8 T)iRU')it12: DFL NO. 2 }(1)Z.e N/7.•/4'w•At.IOMAIa' _ ._ 1 - 'A � 'STRUG1URAt+PD' -- 4a6'HF ND: 2 S4$ -tN.I.sidl 2.a wOCnIO_. - t�ONlfi4101Ia'ItAlft'R.0 •BUICK -.vl+laii 1 �0w3a�so[*v icier, - 6x6:k IARGER�HF'NO. ROUGH,$AWN.dt.'AS NOTED: In; I -J.1'=••I:v'(Au+:) r'_e•'iM:M)•) _ .tn.• '9LDCKWC: F1F-STIWO'*b.AYO BEfrER 6: EMBEI30E0••SI!tUCTURAL POSTS SHALL BE,PRESERVATIVE TREATEO'USING TREATMENT FOR 3-Ib'roOLNA ca TILL[As-roR.•ppt.' D.60 pct'RE7iTIT10N'IN CONEORI(�WCE WaH.AWPA'USE STANDARD-UC48:-ALL ATHER LUMBER Klwrl m rAol,w:K rw wIL!•. S.IS eadAAfnt /t!e) - 1>,o'Rla sli.KALI AT-col c+ra IN CONTACT WTH SOIL'OR CONCRETE:'OR EXP0SE0 TO WEATHER.SHALL BE PRESERVATIVE y�, :.1.rAS0 o; TREATEO;FOR,0.40 pct_RETCRtION. NAILS:USED'WITH PRESERVATIVE TREATED"LUMBER OR DNYA4 POsr Kn ILAN 'e BELOW•GRAD( SHALL BE HOT=04PPLLI E0 CALVANI2E0. Pan rn aal aMOv3 ANK F- Ar'[A9W.M'eF.w ' p f3•ft•u�r*" �1 -+ 0 7/4••9An roll 7. BOLTS SWeLL.CONFORM:10 ASTM,A}07 AND HAVE WASHERS'UNDER EACt1 HEAD AND NUT a:mo r:a O �a,''ow . .lo N-mm5p Pmt.>QW-) Ri710I3 IRa ({off wW 0 WAN.la U:N.O..PNE-BARE BOLT HOLES'1 16- LARGER THAN BOLT DIAMETER. O' r 7 1/P.�tGC 000!W 'RAx[eCA.'ILVS "PLAN (.711��:•00U7 / Z. a.s.su3oc t esnu..r/,mTN st Ae'oR Acerb MU o»r+ Posr &NIX Io,11.Icw. l+I,r�-122s("4 ry a�'vdsM (1)A OW ! 8: CONCRETE SMALL WIVE A:2B:OXY�1AINIMUM-COMPRE$SNE STRENGTH'aF 3060 psi- TOR rruau.aw-wvTOa ptP.) Iw r%any WEATHERING., (2500 psi'USED FOR DESIGN.'SPECIAL INSPECTION ISM N07,REQUIRED). wz rw iY sRac mNa, �o+Y R *"o! "�v -COLLARTIE DETAIL.-AT RAKE BEAM RIDGE a�� ,oK.,wr'at uSfD'•I nR• ltAa sm o<.stun Im'd• dioIic' S. BACKFRL FOS.EMBEDDED POTS.SHALL 8E CI.EiVI'$AND. CO)APACIION S1LiLLL' 6E.BY �nPoa oocuTo. OONaLf 70 ININUM:STEEL TAMP.NC BARJN•LIFTS NOT,TO' AUAa sn O Imr, %role areas m•1. MANUAIAY TA4PINC WITH A 20 POUNO..fIt f }�-.cc*a a�a o. ti anoo.ror sE 00v,L-1/3- EXCEED B - IKTVII hZT LINO. �a r<r►1Txt:' RLI :SA C D 0 -A N A W'. OVERHANG B C ID;STEEL.STRAP SHALL l3f'SIMPSON G518.OR'EQUAL" 11.N/A" �,o-12a•uaidd.. ,a1L.ea,a ro',+urta, _ o.J rtr oPaY/j-etrJ Tom1 r.r/I21•,,o` Poor. TY;"= . 1.2: CONSTRUCRCN:OPTIONS`WHERE SHOWN ARE AT THE BUILDER'S:DISCRETION. e , :13=1 Sa GO/•SLL. 'r7R.RNe-' >D.-e40edt-(r,►,), ,[rdL:KOaKC "prrgaL POeeN r RY.PtY./•]-/LY.) t=to e(TA4_3/.3 _ a ._;bd Luc-iOaOt. 13. 12d NAILS ATE 0:T31- DW x }-1/4' HOG. 16d'NNIS ME:0:162" OVl x.3=1/2" HDG. t 'wAt aW plwrni u0!SO[ "'rode Iw ru al - - NAILS W$TA1E0 IN'PRESERVATIVE TREATEO'WIADER TO BE HOT DIPPED-GALVANIZEDUR d ram a-13••o•a/OI 'EOUNALENT. . . S rn .x[:os,>rtr' vx test" L.. wi Pon:Dial u LL m � ra Pest rae PLR, • aAx-rcx wutul I• -•I, �::er1.IwRrna-ANO wAPYw ra '''� • slma.ro YNo,.ra171 tounlat n err oamoR'.rosr. ry,L Msuoa. r.snoe rAoi nog LAO,SIX cv.rasr. Or.Poat r/KOm ro - 3'.INAM LAC. . d,loe Pan.. far a-raa r/'•am wy via to 0w1rA, d r•osl rr/.wazN.TO 'Area a+oa ro Ian ., - to Ir.Io,rm3.. :wm U)I2.a ua r 'a1wNRH'ar.13d wM O)'L uFav Iota Pon. '!fia,ra.rwa• wiu°-eR°t�.4eeLr ere '.inr,•Vi, ��� t+aa o!►an ATLiC;.'a coI•wi Past. -,C - r Olt ./t1.D lid w•u. -KMFA*,F 3i oao, %AjL Ph;&i S vw - .: roar m:rein POI ILI,L'..- :bald act'-.- NM i•011JII - - •orrwOR 0f!IOfi YJIA 7 -INiFJttOIt POST"itAFTFR:CONNECTNNJ SECTION' 0 I F.CfIpN ;( 'O ice Am:r=oia - Nlbll - J1'La.elaol'ao•Kne' .1 12s race (1Ty."�r/:•-,1a0.� . ,ram: 'ri.,',:w+la' ..y°'051 .�m ram- .a;;l•1.,JK�IY11w{�aa'' N, Z '4T IY Oi0d5t)� m 5.7KW Y/121 - '• ` 0.aCt.(n'!J. •ewer fT.x4cllq J 2A'10QNXT.I PmrIA[a w N'ab.G �O •O:': •v ,saw Chu! wAt r0 I��' a.,2d OlroOi !a?T ^•`•Q t•_:A "mL.BLDOr Q PO iws vans POL PLam ere, C : o s al.Iw+m O ai l 'ck 1•'oa 11, Ier '• o (`'' 3p:» ASH/ O xroewia-mcc oft aUML �/ •O,G n.1-,2/ ' 'SVfeM•M7A•1►� pl�a .QO OO :'Wc.r I '•Oee.� •�Om w ( WIC t�1Ki7H a..e 04 dilates o a: NaOR n.1O1i ExcEsria's=r ADD rw .r5 W 3,s'om. rAd .p: YeN/1Y-733t a tfA+CM /" !• l2I A O,aea:rot it rAlfmm PAD i 9959 wa.rl s,za OndcFv)t'Aw li boo to' :~roar:'Nni raR Arid Y Pass ' w N z e Irlx OuaO1V4 a'd �GISTER�v G~ own roarHa'. !>r•�u'ac t�fJ':•. te'msI ..-- ow f PER:1CM. OIyALti ewtor rNa waro xAa. / x/2'sr/t: T•oaa alY S➢�DED laurair tAod;rAY 8/27/20 alieat, :PaOAMM 1.•. _ :O.a'3 NO id l► :&Xs use dr++++ �13' j .. _ .. . Digitally signed by:Ferry L.Powell,P.E: -�-• a.b,b.au.. •,�_I d '1 0 ST. •c AI .3 :3 JAL A.r:;4'C=���1 %'J: 0i3I = _. � _:02:J TSEPROJECT: JOB#: •ENGINEERING• PERMABILT BY; 12810 NE 178TH ST.STE.218 2 f Woocflnville,WA98072i(425)481-8801 DATE: Job Name: Vanney Site Address: 425 S Olympic Avenue Arlington,WA 98223 Jurisdiction: City of Arlington Job ID_ Vanney Design Specifications: 2015 IBC Building Type: post-Frame Design Wind Speed(3s�c0,,0: 110 mph @ SD Level Wind Exposure: 8 Roof Snow Loading: 25 psf Risk Category: II R: 2.5 %of Snow Incl.w/Seismic: 0 % Soil Site Class: D Allowable Soil Bearing: 1500 psf Analysis Procedure: Wind: ASCE 7-10 Envelope Procedure Seismic: ASCE 7-10 Equiv. Lateral Force Procedure Spectral Response Acceleration, Ss: 150 %g Load Combinations: ASD Basic Building Design Parameters Roof DL: 3 psf Wall DL: 4 psf ASy! 0 19969 sf ONAL 8127/20 Digitally signed by:Terry L.Powell,P.E. v 5.g.07 p �...•ca..v.•q.,/r« ra..noA A,te.r cYdc PERMABU: .Et�Hy�r,•Yt.11-+K.�.alw„lal Building Design ..c w,w.a,t.uoakoo 1 �^ ivt.,o ems.�w HN. 8 wtid Fps. QOQ. � ¢I Rotor dovf w�1 rrot Nt Teutw FLOOR PLAN j,�-® �MM.�++•I /8 N u2'O.kvtuf E avc C.10— rc 111 IH 14. 14, "rail I- (Iifa� f2c14Kf5+'• � S� i 49 .Rc •.4- Sc'irtt'• llraSf�d' � - s`i pic%S••.M�•�r/-tic y St.w.a�1c/Kc L../A V Iox,1f11,fC►ti 36+cr12X4"C6.,c•c2; .,Ia.N+ �•ara S,�rFMtN +laj'IJ(7ri,e) sKtG•.1„ IZt y✓<'7 • ��:yt'c" � � ��z3C�ostr�ft ..���r«.ccPiy'��ar 2fa.ra�s+ fV r IA t� L y r :D l.? (t s;, 4-k4a.+-to f d Uhf,',T G4 i � BUILDING ELEVATION w CW,of W W Nefffled bed appMvtd Ur xiary t a of uk b%46K rth and to Ox No vaA t.0 je %W?f d in f 9r tr*B 9Ibo contrr:t K Lb)"x.ISic dnwu1 tmd v,c II u** �I is 1�6y YI Cv.loa•u"v L,—. __�' _�•1 v ' •OI•.e C•.q 077112 P.rnff40 1 7 PROJECT: Verney PAGE: CLIENT: Penna t DESIGN BY: r,orrr���r�.g Joe No'; 26024 DATE 0704 REVIEW BY: Wind Analysis for Law-rise 13ulldl ,B"Od on ASCE 7-10 INPUT DATA - Exposure cetaM(e,C or D,ASCE 7-102e.7.3) B t� Importance factor(ASCE 7-10 TWe 1.5-2) I w= 1.00 for all Category Basic Wind Speed(ASCE 7.1026.6.1 or2012 8C) V= 110 mph Topographk%CVx(ASCE 7-102d8 a tabs 26.&t) Ka 1 Flat - Budding height io eave h. - 14 fl Building height to fidge IL= 21.5 11 Building Iength L = 60 11 Building width B= 42 I> EPfetdve area ofcomponents(or Solar panel area) A- 50 fl? DESIGN SUMMARY Max horizontal force normal to building lenpth,L.face 20 e4 kips.SO level(LRFD level),Typ• Max hor2ontai Woe normal to building Iergth,S,(ace et!Page 4 for Adjusted Wind Forces ANALYSIS Yel"Ity ornsaury qt,=0,00254 Ka KA Kd V3 = 18.43 psf where: qi,=veiodly preswre at mean roof height,h.(Eq.28.3-1 page 298&Eq.30.3-1 page 316) Kh-velocity pressure exposure coefficient evaluated at height,h,(rat,29.3.1,pg 299) 0.70 Kd-wind directionality factor.(rab.26.6-1,for building,page 250) 0.85 h=mean roof height �• 17.75 11 <60 ft.(Satisfactory] (ASCE 7-10 25.2,1) <Min(L,8),(Satisfactory] (ASCE 7-10 26.2.2) posisn ormures For K FRS P-ghC(GGwWo CV-11 where: p=pressure In appropriate zone.(Eq.28A.1,page 29e). p„m= 16 pat(ASCE 7-1 D 28.4.4) G Cp r-product of gust effect factor and external pressure coefficient see table below.(Fig.28.4-1,page 300&301) 0 CPj-product of gust efted factor and Wdemal pressure coeMoiLnL(Tab.28.11.1,Endosed Btftng,page 258) 0.18 or .0.16 a=width of edge strips,Fig 2a.4-1,note 9,page 301, MAX(MIN(0.113,0.11-0.4h),MIN(0.04B,0.04L),3] = 4.20 R Nat Pmmssutri 8a9IC Load Cesee Roof a le 8 = 19.86 Rod a to 0 = 0.00 Gurbeo 4M Fros&" kh FiaS Prw.ure w%h °�r w(�GCod (-GC °CP' {'GC ,) (-GC,.) 1 0.63 0.40 13.03 >0,45 -11.61 4.98 2 -0.69 -18.03 -0.40 .0.89 -16.113 4.40 3 -0.48 -12.12 5.49 -0.37 -10.14 -3,50 4 -0.43 -11.18 -4,56 445 -11.81 -4.08 5 0,40 4.06 10.69 6 •0.20 -4.86 -2.03 1E 0.80 11.35 17.98 -0.40 -12.16 -6.63 2E -1.07 -23,04 -1eA0 -1.07 -23,04 .16.40 3E -0.69 -15.97 -9.33 -0.53 -13.09 •8.45 4E -0.64 -15.02 -8-39 -0.48 -12.16 -5.53 5E D.61 7.23 14.56 6E -0.43 -11.24 -4.61 •t!t,2Md:C•f:SK•'� a•Tr.T(�F::7Fnir`.� - M•lv.P LPr:r.•. . M•d Gr.C!Y.W Load Case A(Transverse) Lood Cose B(Longlludlnol) ,basic Locd Cases TSE Engineering Page: 4- LATERAL ANALYSIS Job ID: WIND Vanney The analysis on the previous page determines the wind force on the total exposed wind surface of the building. For post-frame construction with embedded posts,the amount of wind force imposed on the main force resisting system equals the roof projected area plus 318 of the wall projected area. Vt&VI are adjusted by 0.6 for allowable stress values. Calculations that follow adjust the total wind force to the design force on a post-frame building: INPUT: PT= 19870 lbs. (non adjusted) PL= 11100 lbs. (non adjusted) hr= 20.7 ft. he= 14 ft. ADJUSTED WIND FORCES: Transverse; VT= [(hr-0.625 he)/hr)(PT)(0.6) = 6883 lbs. Controls Longitudinal; VL_([0.375 he+0.5(hr-he)]/[he+0.5(hr-he)]HPL)(0.6) = 3301 lbs. SEISMIC The seismic force imposed on the main force resisting system of a post-frame building is based on the seismic weight of the roof plus 3/8 of those walls that are perpendicular to the direction of the seismic force. INPUT: Building Width= 40 ft. p= 1.3 Building length= 60 ft. 1= 1 SEISMIC WEIGHTS: W roof = 7200 lbs. Wend walls = 2-216 lbs. W side walls = 2520 lbs. SDS= 213 Ss = 1.000 Cs= SDS/(R/1) = 0.400 SEISMIC BASE SHEAR: V= CS W Transverse= 3888 lbs. Longitudinal= 3766 lbs. SEISMIC DESIGN FORCES: VT=Cs Wt p 0.7= 3538 lbs. VL=Cs WI p 0.7= 3427 Ibs. Controls zoo�t w..�c...►K�wNr..a �ri�OMaw4CYele tYtl»,n.w R w►C.Iy..�L r w1.4i tl PER"'AB1LT - �� Building Design MJC IrC>M�PI•IODWrtI OrMvv 1!..lt1w YMYc PLLlSE QiCI( �YY)rd MPH Il/Vl',r- O � W Aar.w rm .0 d0u�M ro1 M T,vf. WM 6WuAulr ,mapto1 fto i.S_ $m_LO Alf rZ n�Mw"Mclw�i"cla" r) ri o FLDORP:AN SERfEs U �J"Madeii yj� SDK I'F/21 M ol FjFjCHI 1r� 1-4- TS �u}cu•S�?� Ill Tttt4t.N�r 72rt�Flff4+ 1 IZY,ou�T {�OiLZ� S1q( � wnc r...l� k •c 1= 5�.�..<<ltucc � Iux12HS!«r Yi,lylXq'[�.�ectr iW .Il..rr♦ LLtraSAY{�.rllr IZ � ��� �V � 1IP.D 12 Sf r� G CLdSGwfJ W CAff f T,e*4c eo/W A,s7! x 1 u r I"ect J slllc, 11 er Fr..a .��wl�... . v ..♦ _+w. � .l - � � .. .al.�N1�-.A.n. - .�..�t-w-..J�?w;.4 y.T.. i.. _� ..zw...3,.. vT 2 �z H _. 22 �1ti ,4 L ILI _�t���, //4Yrwt.t0�d ivHITY 6�~ P BUILDING EI.EVA710M c:t Culomc rr.xnfial aad aRTsrd drc oriuiaEcc a r the W U6p b Aa NrMh and�rniHHet� 1 an W icon 4p.tfi cC la Pv>�d H of Ilr�morn.= 46owa m IEL G�wiaq.d J r� _�er_2ssl�c.:>aas�,.�_ wti.-tYtana Up" C.:ty•Afk.Cai, TSE Engineering Page: 6 SHEARWALL DESIGN Job ID: SIDEWALL Vanney C B RIDGE VL ENDWALL A_ 1 tVr 21 PLAN VIEW WITH GRIDS 116ptf allowable for metal clad SHEARWALL SHEAR UNIT wall(see page-T) LENGTH FORCE SHEAR (ft.) (Ibs.) (plo ENDWALL GRID 1 12 3441 287 ENDWALL GRID 2 12 3441 287 3''OG �s� De, r`d flo ij SIDEWALL GRID A 42 1030 25 SIDEWALL GRID B 28 1714 61 L !t6 SIDEWALL GRID C 20 686 34 ROOF SHEAR UNIT LENGTH FORCE SHEAR (ft.) (Ibs.) (Plf) ROOF GRID 1 &GRID 2 42.2 3441 82 ROOF GRID A&GRID B 60 1030 17 NRBA Poi;OramC Bu&lmg Dawi Manual Metal-Clad Wood-Frame Table 7-1.cent.,MCWF Diaphragm Test Assembly Data Teat Assembly Number 9 _ 10 11 12 Test Couf amden --Simple Beam Cladding Type Regular Ixg Extended Log Regular Extended L Base Metal Thickness Osuge 29 Major Rib Spacin ,inches _ _ 9 Major Rib H61ght,inches 0.62 Major Rib Base Width,Inches 1.75 Major Rib Top Wliddi,inches 0.75 Yield Stmngth,ksi 80 OyerallI_hsign — — Width,foci 36 Lzp,oi,b,feet 12 Pullin Spacing,feet 2 Rafter Spacing Pair of rafters evety 12 feet(each pair spaced 6 in.apart) Pullin Location Top running and lappcd inset Puriin length,ft 13.2 anA 12.0 11.25 To special bloddrig nailed between Pullin Attachment each air of rafters To joist hanger attacheal to rafters Pullin Orientation On cdgt _ Number of Imemiil Seams __ 11 Wood Properties Partin Size 2-by 64nch Puriin S eoies and Grade No.2 DFL and 1650f DFL Rafter Species and Grade f No.2 DFL Stiteb Fastener' None SorowO None Screw• L"gth,inches _ 1.5 1.5 Diameter 410 #10 On Center Spacing inches 24 24 Sheet-to-Purin Fasteners -- Type, Screw Length,inches -_-- 1.5 Diameter #10 L"Lion in Field In Flat Location on End In FI et Avg.On-Center Spacing in Fieid,in. 9 _ Ay .O"enter Spacing on End,in. 9 Engineering Propertles _ Ultimate Streugih.Pti lbf. 6950 7850 6400 6950 Allowable Shaer Stroh h,v„IbOft 116 131 107 116 Effective In-Plane Stiffness,c,11bJTm 7500 3700 4400 Effectivc Shaer Modulus,G,Win 4700 750D 37DO 4400 Reference NFBA,1996 'Because of the extended leg,screws install in the flat at overlapping seams function as stitch fasteners. Vallow - 116 plf with#10 screws spaced 9"oc 7-8 National Fvvme Buiming Auodarton Pou-Fronie Building Ddigo Manual (January 2015) 0 2015,All righca rverved. ESR4539 I Mot KV*Axepted end Trr ated l� TABLE It-AU0WASU$YEAR'FOR WIND OR SMSWC LOADING TOWN PER FOO?)FOR WOOD STRUCTURAL PANEL SHEAR WALLS MTN FRAWM OF DOUGLAS FM14.ARCH OR 80UMEM PINE'FOR'I4,aNCH-THICK RATED 8HEAT1iN0''4'10'" WHIMUM NOWML FA8TEMR ALLOWABLE WALL*EM VALUES LENGTH'(WCHE3) NOM*M HMO DIAMMR (IN INCW$)OR STAPLE'OAOE Pansfs AppNed DInU Per'srs Appw O� t=sataesr SWft at PeM EdW(kvd ) to Kmwtttnp 1,Mich a 1,Irxh Gypsum Shsetlr w 6 4 3 2' 3 — 24011 �n �;; 50n 0.148 slrooltl" — 2Y4.or 3 255 385 510 650 D.131 smooth or deWrmed 2 ar 2'1, — 240" 356" 4w] 5r, 3 _ 200 300 1 400 s10 0.120 smooth ordelommed _, 3 18D 270 355 400 2 or 2'/e — 180 270 C, 3w 1 480 ---a 0.113 smooth or derom+sd — 211, 155 245 ' 19 415 2 125 I t_Z 245 315 2% — 145 215 285 3" DAM smooth or delam►ed _ 2114 130 1 efi 200 330 2114 — 125 255 325 0.092 smooth — 2114 116 170 230 295 14 Gage 2,2'1,.2 1,or 3 — 225 f 335 450 570 15 Gaga V&2.V14 or 2'l, — 190 285 380 490 16 OW 1%,1*14 or — 165 230 310 395 14 Qape — 2'/4.2'h or 3 205 305 405 520 Is L3sAe — 2'14 or2'/, 1 260 346 445 18 s+4 — 2 4--vallow 210 200 380 =360 x 0.82=295plf TSE page: 9 Engineering EMBEDDED POST DESIGN(POST-f="ME CONSTRUCTIQN) Sldewail C �j�{ (,bl jqG 0a W11- Eave Height Post b Post d HF Post Fb Fc E(10)^6 14 NOMINAL: 6 8 92 675 575 1.1 ft. ACTUAL: 5.625 7.625 CD 1.6 1.6 1.0 in. in. CF 1 1 CL 1 Bay Width Span Roof OH Roof D Roof S Ci 0.8 0.8 0.95 14 36 1.5 3 25 ft. ft. ft. psf psf Fb' Fc' E' 1 "6 736 736 1.045 ASD Wind Pressure 0.76W W Is Iw psi psi psi 10 105 140 1 1 psf plf plf Cs 1 IBC 2015 ASD BASIC LOAD COMBINATIONS_ :_ Loading: D+0.75E+0.75W Loading: D+W P 59381bs. P 8191bs. fc 138.4 psi fc 19.1 psi le 134.4 in. le 134.4 in. leld 17.6 leld 17.6 KCE 0.3 KCE 0.3 FCE 1009 psi FCE 1009 psi C 0.8 c 0.8 kA 1.48 k.1 1.48 k.2 1.71 k.2 1.71 Cp 0.79 Cp 0.79 Fc' 580 psi Fc' 580 psi M(in-span) 17354 in.-Ibs. M(in-span) 23153 in.4bs. M(base) 30870 in.-Ibs. M(base) 41160 inAbs. S.Mod. 54.51 in^3 S.Mod. 54.51 in"3 fb(in-span) 319 psi fb(in-span) 425 psi fb(base) 566 psi fb(base) 755 psi Post CSI(In-span)= 0.49 Post CSI on-span)= 0.58 Post CSI(base)= 0.95 Post CSI(base)= 1.05 Y e.9.07 I TSE page: l V Engineering EMBEDDED POST DESIGN (POST-FRAME CONSTRUCTION) Endwall Eave Height Post Post d HF Post Fb Fe EE10)^6 14 NOMNAL: 6 8 #2 575 575 1.1 ft. ACTUAL: 6.625 7.625 CD 1.6 1.6 1.0 in. in. CF 1 1 CL 1 Av.Saacing B_ay_W!Ith Roof OH Roof D Roof S Ci 0.8 0.8 0.95 12 14 1.5 3 25 ft IL ft. psf psf Fb' fg! E'(10)^6 736 736 1.045 ASD Wind Pressure 0.75W ITV Is Iw psi psi psi 10 90 120 1 1 psf pif pif Cs 1 IBC 2015 ASD BASIC LOAD COMBINATIONS' Loading: D+0.75S+0.75W Loading: D+W P 2219lbs. P 306lbs. fc 51.7 psi fc 7.1 psi le 134A In. le 134.4 in. leld 17.6 Wd 17.6 KCE 0.3 KCE 0.3 FcE 1009 psi RE 1009 psi C 0.8 c 0.8 k.1 1.48 k.1 1.48 k.2 1.71 k.2 1.71 Cp 0.79 Cp 0.79 Fc' 580 psi Fc' 580 psi M On-span) 14884 in-lbs. M(in-span) 19845 in:lbs. M(base) 26460 in-lbs. M(base) 35280 in.-lbs. S.Mod. 54.51 in"3 S.Mod. 54,51 W3 fb(In-span) 273 psi fb(in-span) 364 psi fb(base) 486 psi fb(base) 647 psi Post CSI(in-span)= 0.38 Post CSI(In-span)= 0.49 Post CSI(base)= 0.70 Post CSI(base)= 0.89 v 6.0.07 TSE page:�1 Engineering 1( EMBEDDED POST DESIGN (POST-FRAME CONSTRUCTION) Sidewall o, 1 -1D 60 n r*"v Eave Height Post b Pos d HF Post Lb Fc E110)^6 10 NCOAN w; 6 6 #2 575 575 1.1 ft. ACTUAL! 5.625 5.625 CD 1.6 1.6 1.0 in. in. CF 1 1 ave CL 1 Bay Width Span Roof OH Roof D Roof S Ci 0.8 0.8 0.95 10 12 1.5 3 25 ft. ft. ft. psf psf ft Fc' L(10)^6 736 736 1.045 ASD Wind Pressure 0.75W W k Iw psi psi psi 10 75 100 1 1 psf pif pif Cs 1 IBC 2015 ASD BASIC LOAD COMBINATIONS: Loading: D+0.75S+0.75W Loading: D+W P 1631lbs. P 226lbs. fc 51.6 psi fc 7.1 psi le 96 in. le 96 in. leld 17.1 le/d 17.1 KCE 0.3 KCE 0.3 FCE 1076 psi FcE 1076 psi c 0.8 c 0.8 k.1 1.54 k.1 1.54 k.2 1.83 k.2 1.83 Cp 0.80 Cp 0.80 Fc' 592 psi Fc' 592 psi M(in-span) 6328 inAbs. M(in-span) 8438 in.-Ibs. M(base) 11260 in:lbs. M(base) 15000 in.-Ibs. S.Mod. 29.66 in^3 S.Mod. 29.66 inA3 fb(in-span) 213 psi fb(in-span) 284 psi fb(base) 379 psi fb(base) 506 psi Post CSI(In-span)= 0.30 Post CSI(in-span)= 0.39 Post CSI(base)= 0.55 Post CSI(base)= 0.69 v 99.07 TSE page: Engineering EMBEDDED POST DESIGN(POST-FRAME CONSTRUCTION) Endwall C LMN-ry �� r Eave Heigh Post b Post d HF Post Fb F.Q EE(10)^6 12 NOMINAL: 6 B #2 575 575 1.1 ft. ACTUAL: 5.625 7.625 CD 1.6 1.6 1.0 in. in. CIF 1 1 CL 1 Av.Spacing Bay Width Roof QH Roof D Roof S Ci 0.8 0.8 0.95 12 14 1.5 3 26 ft, ft k psf psf Fb' _FC- E'f 10)-6_ 736 736 1,045 ASp Wind Pressure 0.75W W 11 Iw psi psi psi 10 90 120 1 1 psf plf pif CLs 1 IBC 2015 ASp BASIC LOAD COMBINATIONS: Loading: D+0.75E+0.75W Loading: D+W P 22191bs. P 3061bs. fc 51.7 psi fc 7.1 psi le 115.2 in. le 115.2 in. le/d 15.1 le/d 15.1 Kce 0.3 Kce 0.3 Fce 1373 psi FcE 1373 psi c 0.8 c 0.8 k.1 1.79 k.1 1.79 k.2 2.33 k.2 2.33 Cp 0.86 Cp 0.86 Fd 629 psi Fc' 629 psi M(in-span) 10935 inAbs. M(ir"pan) 14580 inAbs. M(base) 19440 inAbs. M(base) 25920 inAbs. S.Mod. 54.51 in"3 S.Mod. 54.51 inA3 fb(in-span) 201 psi fb(in-span) 267 psi fb(base) 357 psi fb(base) 476 psi Post CSI(in-span)= 0.28 Post CSl(in-wan)= 0.36 Post CSI(base)= 0.51 Post CSI(base)= 0.65 v 6.9.07 TSE Engi'n"dng Page: /3 INTERIORPOST Overall End Condi ions Intermediate Supports Loading Length KexK Keyy xx axis yy axis P axial W nc W yy 14 1 1 0 0 0 0 0 ft. lbs. plf plf Column Size Duration Incising Plate Properties b d CD Ci Specie Fc(perp) Cb 7 Cb 5.625 7.625 1.15 Yes NIA YES 1 in. in. psi MATERIAL Type/specie Grade Fbxx Fbyy Fc Ex«(10)^6 Eyy(10)"6 Manuf.Lbr. Timber HF#2 525 525 375 1.1 1.1 Dimen.Lbr psi psi psi psi psi fc 0 psi RESULTS SR.(I&fd) 22.03 SRyy(I&1b) 29.87 COLUMN CSI = 1.0 Fc' 367 psi KcE 0.3 FcE 351 psi fc(perp)/Fc(perp)' = NIA c 0.8 ki 1.2241 k2 1.198199 ALLOWABLE AXIAL LOAD = 10631 lbs.'> 94og Cp 0,676176 Fc' 248 psi MXK 0 ft.lbs Sox 64.51 in^3 fb,x 0 psi FoExx 646 psi P axial Fbxx 513 psi k3 0 x y Myy 0 ft.lbs y x Syy 40.21 in^3 fbyy 0 psi FcE yy 351 psi KbE 0.438 W x x Rs 6.363 Wyy Fte 11305 psi ka 0 d b USE: PT 6x8 HF#2 v 3.3.03 TSE Engineering Page: 14- INTERIOR POST C - Overall End Conditions Intermediate Supports Loading Length Kexx Kew xx axis yy axis P axial W roc W yy 12 1 1 0 0 0 0 0 ft. IbS. plf pit Column Size Duration Incising Plate Propgrties b d CID Ci Specie Fc(perp) Cb? Cb 5.625 5.625 1.15 Yes NIA YES 1 in. in. psi MATERIAL TypeiSpecie Grade Fbxx Fbyy Fc Exx(10)"6 Eyy(10)^6 Manuf.Lbr. Timber HF#2 525 525 375 1.1 1.1 Dimen.Lbr psi psi psi psi psi fc 0 psi RESULTS SRxx(le/d) 25.6 SRyy(le/b) 25.6 COLUMN CSI = 1.0 Fc* 367 psi KcE 0.3 FcE 478 psi fc(perp)I Fc(perp)' = NIA c 0.8 ki 1.440623 k2 1.631247 ALLOWABLE AXIAL LOAD = 8979 lbs. 1 Cp 0.774178 Fc' 284 psi MxX 0 ft.lbs Sxx 29.66In^3 fbxx 0 psi FeExx 478 psi P oxiol Fbxx 513 psi k3 0 X y Myy 0 ft.lbs Y, X Syy 29.66 MIL3 fbyy 0 psi FcE yy 478 psi KbE 0.438 WXX Wyy Re 5.060 FbE 17879 psi k4 0 d b USE: PT 6x6 HF#2 y 3 3.03 ME Englnewing / Page:l P= 7644 Ibs Foundation Design DlaWgM Restraint per 2015 IBC Section 1806.3&1807.3 (Sidewall Post) w � N(ft)=14 CA, �UILD -� Bay Width(ft)= 14 --� Wind Load(psf)= 10.0 lw= 1 w(plf)= 140 Lateral Load Design: Post Diameter: 0.79 ft. o,t cu yd Foundation Depth: 4.5 ft. Constrained? YES Depth Required 4.5 ft. Nonconstrained? Soil Passive Allowable: 100 psf Gravity Load Design: DL(psf)= 3 P= 7644 Ibs Snow Load(psf)= 25 Foundation Diameter: 2.5 ft. Span+overhang(ft)= 39 Foundation Area: 4.9 sf Bay vridth(ft)= 14 Bearing Allowable(Fbrg): 1500 psf Is= 1 Actual Beadng(fbm)=PIA= 974 psf Cs= 1 io 10.04-6.23.05 1146 �jo`'c� X TSE Engineering f Page: f 6 P= 2100 Ibs Foundation Design Diaphragm Restraint per 2015 IBC ---� Section 1806.3&1807.3 (Sidewall Post) w H(ft)=10 To - Bay Width(ft)= 10 ave Wind Load s = 10.0 Iw= 1 ' 67 w(plf)= 100 Lateral Load Design: Post Diameter 0.66 ft. 0.1 cu yd Foundation Depth: 4 ft. Constrained? YES Depth Required 3.2 ft Nonconstrained? Soil Passive Allowable: 100 psf Gravity Load Design: DL(psf)= 3 P= 2100 Ibs Snow Load(psf)= 25 Foundation Diameter. 1.5 ft. Span+overhang(ft)= 15 Foundation Area: 1.8 sf Bay width(ft)= 10 Bearing Allowable(Fbm): 1500 psf Is= 1 Actual Bearing(fbg)=PIA= 743 psf Cs= 1 v V 10.04-5 23 05 TSE Engineerfng Page: i P= 2856 Ibs Foundation Design ---� DMhr"m Rent per 201518C Section 1806.3 8 1807.3 (Endwall or Comer Post) w N(ft)=14 & FuI p1Ic1G —� Ave Post Spacing(ft)= 12 / 67 Wind Load(psf)= 10.0 Iw= 1 1 w(plf)= 120 Lateral Load Design: Post Diameter: 0.79 ft. 0.1 cu yd Foundation Depth: 4.5 ft. Constrained? YES Depth Required 4.2 ft. Endwall Nonconstrained? Soil Passive Allowable: 100 psf Corner Post=4'depth Gravity Load Design: DL(psq= 3 P= 2856 Ibs Snow Load(pso= 25 Foundation Diameter: 1.5 ft. Bay Width+2x overhang(ft)= 17 Foundation Area: 1.8 sf Ave Post Spacing(ft)= 12 Bearing Allowable(Fwg): 1500 psf Is= 1 Actual Bearing(fbv)=PIA= 1011 psf Cs= 1 v 1 O.10.04-&2J.05 TSE Engineering Page: P= 2856 Ibs Foundation Design DiWhrepmftsf lnt per 20151BC Section 1806.3&1807.3 (Endwal or Comer Post) w H(ft)=12 t 0174—-rD Ave Post Spacing(ft)= 12 Wind Load(psf)= 10.0 Iw= 1 w(pff)= 120 Lateral Load Design: Post Diameter: 0.79 ft. 0.1 cu yd Foundation Depth: 4 ft. Constrained? YES Depth Required 3.8 ft. Endwall Nonconstrained? Soil Passive Allowable: 100 psf Corner Post=4'depth Gravity Load Design: DL(psf)= 3 P= 2856 Ibs Snow Load(psf)=25 Foundation Diameter: 1.5 ft. Bay Width+2x overhang(ft)= 17 Foundation Area: 1.8 sf Ave Post Spacing(ft)= 12 Bearing Allowable(Fbm): 1500 psf Is= 1 Actual Bearing(fbv)=P/A= 1011 psf Cs= 1 v io.10.04-523.05 U/ r i 4 �—0" Da�j' TSE Page: (9 Engineering PURLIN ex t 14, 5 W INPUT: Uniform Loading Span Length w(DL) w(SL) is L Roof(psf) 3 26 1.0 13.4 ft 0 Tributary(ft) 1.33 1.33 CS= 1.0 Wall(psf) 0 0 TribWary(ft) 0 0 Floor(psf) 0 0 Tributary(ft) 0 0 Other(plf) 0 w(TL) 0 4.0 33.3 37.2 0 plf plf plf RESULTS: VI(OL) Vr(DL) V)(LL) Vr(LL) VI(TL) Vr(TL) M(DL) M(LL) M(TL) 27 27 223 223 250 260 90 746 836 lbs. lbs. lbs. lbs. lbs. lbs. ft lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb x CF Fv Fc(perp) E x 10"6 Manuf,lbr. CD 1.15 Timber CH 1 Dimen.Lbr, HF#2 1105 75 405 1.3 Cr 1.15 psi psi psi psi Ci 1 b d A S 1 1.5 5.5 8.25 7.6 21 in. in. in,^2 in.A3 in.^4 fv= 42 psi Brg.Lgth.= 0.034 ft. CL= 1.000 fb= 1330 psi GL Cv= N/A R= NIA e (DL)= 0.11 in. A (LL)= 0.89 in. A (TL)= 1.00 in. RATIOS OF ACTUAL TO ALLOWABLE RATIOS OF SPAN TO DEFLECTION fv/Fv'= 0.49 L/ 180 fnr LL> U180 ok fb/Fb'= 0.91 L/ 161 for TL> U120 ok USE 2xG HF#2 Q_16"oc (or 2x6 @ 48"oc+(2)2xG 48"oc alternating) Table 6604.3 v 3.3.03 TSE Page: 2-0 Engineering PURLIN 0, �p I j�}Y INPUT: Uniform Loading Span Length w(DL) w(SL) Is L Roof(pso 3 25 1.0 6 ft 0 Tributary(ft) 2 2 Cs= 1.0 Wall(psf) 0 0 Tributary(fl) 0 0 Floor(psf) 0 0 Tributary(ft) 0 0 Other(plf) 0 0 0 w(TL) 6.0 50,0 56.0 0 plf plf plf RESULTS:. VI(DL) Vr(DL) VI(LL) Vr(LL) VI(TL) Vr(TL) M(DL) M (LL) M(TL) 18 18 150 150 168 166 27 225 252 lbs. Ibs. lbs. lbs. lbs. lbs- ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb x CF Fv Fc(perp) E x 10"6 Manut_Lbr. CE) 1.15 Timber CH 1 Dimen.Lbr. HF#2 1105 75 405 1.3 Cr 1.15 psi psi psi psi Ci 1 b d A S I 1.5 5.5 8.25 7.6 21 in. in. in.^2 in.A3 in"4 fv= 26 psi Brg.Lgth.= 0.023 fL CL= 1.000 fb= 400 psi GL Cv= NIA R= NIA A (DL)= 0.01 in. A (LL)= 0.05 in. A frL)= 0.06 in. RATIOS OF ACTUAL TO ALLOWABLE RATIOS OF SPAN TO DEFLECTION fv I Fv'= 0.30 L/ 1335 for LL>L/180 ok fb/Fb'= 0,27 L/ 1192 far TL>L/120 ok USE 2x8 HF#2 @ 24"oc Table 1604.3 v 3.3.03 TSE Page: 21 Engineering Pt= 25 Cs= 1.0 1= 1.0 trib width= 7 RAFTER PD= 3 WRA T � 1.92 1.92 [__1.92-_l _ 1.92 t 1.92 1.92 FtB INPUT: w(DL)pif 29 29 29 29 29 29 w(LL)plf 175 175 175 176 175 175 w(TL)pit 204 204 204 204 204 204 P(DL) Ibs P(LL)Ibs P(TL)ibs 0 0 0 0 0 RESULTS* RA(TL)= 1173 lbs. Re(TL)= 1173 lbs. VA(TL)= 1173 Ibs.(max) Ve(TL)= 1173 Ibs.(max.) PAA(M)= 0 ft.lbs. MA-8(M)= 3372 tt ft-(max.) Me(TL)= 0 ft.lbs. A(a)= A(DL)= 0.036 in. A(a.)_ A(LL)= A(LL)= 0,218 in. A(LL)_ A(TL)= A(TL)= 0.254 in. A(TL)_ BEAM PROPERTIE-S MATERIAL Fb Fv Fc pera} E x 10"6 Manuf.Lbr Timber Dimen. Lbr, DFL#2 990 150 625 1.6 psi psi psi psi b d A S I Brg.Lgth. CD 1.15 3 9.25 27.75 42.8 197.9 0.05 CH 1 in. in. in.112 in^3 in.114 ft Cr 1 Ci 1 STRESSES: iv= 55 psi fv= 55 psi fb= 946 psi RATIOS OF ACTUAL TO ALLOWABLE STRESSES: fv/Fv = 0.32 fv!Fv = 0.32 fb/Fb'= 0.83 RATIQS OF SPAN TO DEFLECTIQN: Li 634 for LL L/ 544 for TL USE (2)-2x10 DFL#2 TSE Page: Engineering Pj= 25 CS= 1.0 1= 1.0 trib width= 3 RAFTER Pn= 3 w 1 RA Ra 1.92 1.92 1.92 1.92 1.92 1.92 INPUT: w(DL)plf 17 17 17 17 17 17 w(LL)pif 75 75 75 75 75 75 w(TL)plf 92 92 92 92 92 92 P(DL)Ibs P(LL)lbs P(TL)Ibs 0 0 0 0 0 RESULTS: RA(m)= 529 lbs. Rs(TL)= 529 lbs. VA(TL)= 529 Ibs.(max.) Ve(M)= 529 lbs.(max.) MA(M)= 0 ft.lbs. MA-e(M)= 1521 tt.lbs.(max.) Me(M)= 0 ftlbs. A(DL)= A(DL) 0.042 in, A(DL)= A(LL)= A(LL)= 0.186 in, A(LL)= A(TO= A(TL)= 0.229 in. A(TL)= BEAM PROPERTIES: MATERIAL Fb Fv Fc E x 10116 Manuf Lbr. Timber Oimen. Lbr_ DFL#2 990 150 625 1.6 psi psi psi psi b d A S I Bru.Lcrih. CD 1.15 1.5 9.25 13.88 21.4 98.9 0.05 CH i in. in. in"2 in.^3 in.^4 ft Cr 1 Ci 1 STRESSES: fv= 50 psi fv= 50 psi fb= 853 psi RATIOS OF ACTUAL TO ALLOWABLE STRESSES: fv/Fv'= 0.29 fv I Fv'= 0.29 fb/Fb'= 0.75 RATIOS OF SPAN TO DEFLECTION: L/ 740 for LL L/ 603 for TL USE (9)-2t10 DFL#2 v 3.3.03 TSE Page:2� Englneering Pl= 25 Cs= 1.0 1= 1.0 trib width= 8.6 RAKE(BEAM PD= 3 w T 6 2.00 _ 2.00 _2.00_ 2.00 2.00 2.00 Rs cantilever -- — 12 INPUT: w(DL)plf 34 34 34 34 34 34 34 w(LL)pff 213 213 213 213 213 213 213 w(TL)pff 246 246 246 246 246 246 246 P(DL)Ibs P(LL)The P(TL)Ibs 0 ol 0 0 0 0 RESULTS: RA(TL)= 3321 lbs. RB(TL)= 1107 Ibs. VA(TL)= 1845 Ibs.(max.) Va(TL)= 1107 Ibs.(max.) MA(R)= -4428 ft.lbs. MA-6(TL)= 2460 tt ibs.(max.) MB(TL)= 0 ft.lbs. A(DL)= 0.016 in. A(DL)= 0.011 in. A(DL)= A(LL)= 0.104 in. A(LL)= 0.070 in. A(LL)= A(M)= 0.121 in. A(M)= 0.081 in. BE PROPERTIES: MA, TERIAL Fb x CF Fv Fc(orb) E x 10^6 _ Manuf lbr. Timber Dimen.Lbr. DFL#2 900 150 625 1.6 psi psi psi psi b d A S ! 13rq.Lgth. CD 1.15 3 11.25 33.75 63.3 356.0 0.1 CH 1 in. in. in.42 In."3 in."4 ft. Cr 1 Ci 1 STRESSES: fv= 72 psi tv= 39 psi fb= -840 psi fb= 466 psi RATIOS OF ACTUAL TO ALLOWABLE STRESSES: fv/Fv'= 0.42 fv/FV= 0.23 fb/Fb'= 0.81 fb/Fb'= 0.45 RATIOS OF SPAN TO DEFLECTION: L/ 689 for LL L/ 2058 for LL L/ 595 for TL L/ 1786 for TL USE (2)2x12 DFL#2 v 3.3.03 TSE Engineering Page: MECHANICAL CONNECTIONS Description of Connection: Truss Block Bolts INPUT: "WW"or "SS"or "B" Connector Main Member Side Member "Wm"? :PT 7 or„L„? Diameter Bend Yield Smcie Thickness Dowel Brp Thickness WW DS B 0.75 45 HF 5.625 4.8 1.5 in. ksi in. ksi in. 36 Parallel to Grain Loading Fem= 4.8 ksi RESULTS: Re= 1 Rt= 3.75 YIELD MODE im,Z= 5063 K(theta)= 1 p= NIA YIELD MODE Is,Z= 2700 ci = 4 c2= 2 YIELD MODE It,Z= N/A C3= 0 c4= 0 YIELD MODE lllm,Z= NIA C5= 1.6 c8= 1.6 YIELD MODE Ills,Z= 2191 k i = 1.254308 k 2= 1,081666 YIELD MODE IV,Z= 2983 k 3= 1.947457 k= 1.741464 Z= 2191 lbs. TSE Engineering Page: j MULTIPLE BOLT CONNECTIONS Description of Connection: Truss Block Bolts PARALLEL TO GRAIN LOADING GEOMETRY FACTOR Bolt Diameter= 0.75 in. Bolts per Row= 1.5 Number of Rows= 2 Ce Row Spacing= 3 in. >=1.5D,o.k. Edge Distance= 1.25 In. >=1.5D,o.k. Bolt Spacing= 6 in. >=3D o.k. 1.000 End Spacing= 6 in. >=3.51),o.k. 1.000 T or C Connection 7 T CA = 1.000 GROUP ACTION FACTOR Em= 1.4 x10"6 psi Am= 19.25 in"2 EmAm= 26950000 Es= 1.4 x10"6 psi As= 16.5 in^2 EsAs= 23100000 REA= 0.857143 7= 116913.4 u= 1.028198 m= 0.789051 Cg- 1.000 LOAD DUR TION FACTOR Co= 1.15 PENETRATION DEPTH FACTOR p= NIA Cd= 1.000 TRUSS REACTION: Snow= 25 P= 7644 1= 1 Cs= 1 Span= 36 DL= 3 Bay= 14 OH= 1.5 CONNECTION ALLOWABLE FORCE Z' = Z CA " Cg " CD Cd " Oty. 2191 1.000 1.000 1.15 1.000 3 Allowable Z'= 7561 lbs. - fd) 2� Cl L S 7 ?6 c 0 Y�iG(-Z-) 1� 1'7'01," Permit#: 3564 Permit Date: 11/20/20 Permit Type: ACCESSORY STRUCTURE Project Name: Vanney Applicant Name: Permabilt Applicant Address: 16521 Hwy 99 #C Applicant, City, State, Zip: Lynnwood WA 98037 Contact: Ryan Hoang Phone: 425-743-1555 Email: permit assist@permabilt.com Scope of Work: New detached 42x60'x14x pole garage. No heat/plumbing Valuation: 75000.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 12/23/2020 Permit Expires: 06/21/2021 Form Permit Type: Status: LASERFICHE Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning VANNEY DONALD 120 SINGLE 00411700701600 425 S OLYMPIC AVE E FAMILY RESIDENCE Contractors Contractor Primary Contact Phone Address Contractor Type License License# Perma Bilt Jeremy Hammar 425-746-1555 16521 HWY 99 CONSTRUCTION TOWNCPF099LT #C CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 06/01/2021 C20.BUILDING 06/02/2021 06/02/2021 BUILDING Completed FINAL Plan Reviews Date Review Type Description Assigned To Review Status 11/20/2020 ASSESSORY STRUCTURE BUILDING Fees Fee Description Notes Amount Building Permit Table 4-1 $1,232.49 Processing/Technology $25.00 State Surcharge- 1st DU Residential- 1st Unit $6.50 Building Plan Review Table 4-2 $801.12 Total $2,065.11 Attached Letters Date Letter Description 12/17/2020 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 12/04/2020 Permabilt Industries,Inc Check#22097 Kristin Foster $2,065.11 Outstanding Balance $0.00 Notes Date Note Created By: 12/23/2020 Emailed the permit for signature. Kristin Foster 11/20/2020 Emailed applicant regarding check for fees. Raelynn Jones Uploaded Files Date File Name 09/23/2021 9748714-3564 IC 3.26.2021 Footin9,pdf 12/23/2020 7887905-3564 Issued Permit.pdf 11/20/2020 7733254-3564 Application.pdf 11/20/2020 7733255-3564 Plans.pdf 11/20/2020 7733256-3564 Structural Calculations.pdf