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35-010 (8)
ORP 35- UID GSent Fkwy Lumbp Otte: .1wis Pegs 106 ISDeSIsC7` Pmled. Input by: JMnMr Iskl AMMSs. 51 West Falms Rn Jon N. sew He Nanhe M MA P.J.> ridge - 16' 2.0E PWLVL 1.750" X 16.000" 2-Ply - PASSED Lawl:Leta' ...... ............: ...... ::::::: 'I[ cv ..LLS[ 111 1 LVL 2 SPF Ena G21n' 1g's 1JT' M mbw(ntopmation Reactions UNPATTERNED ib(Uplift) Type: GIMer Applkaeon: Root Brg Live Deatl Srww Wn0 Const PIpR 2 Sb,'. 0112 1 0 1861 3596 0 0 Md .CaWrtlm Dy 0.05p,MCLMi: A50 2 0 1585 3365 0 0 D0l mLL: 3W B.M1,Coo. 18CIIRC 2015 Defection TL: 240 L.W Sbarc�9: No ImPorfazlce: .NYmat 6xk: Nd Cllecke0 Tpmpembro'. Tempe=IOVF Bei (95 eeanng Lengtl Cep. R88Ct DILIb Total Ld.Caa9 Ltl.Comb. 1-Lw 52W 38% 1&}113W 52% L D.S AnAlni8 R69bIt5 2-SPF 5500' 32% IM135W 5570 L D.5 AtN31y816 ACWM L P1b4•e0 Capadty Camb. Case G.,n MOnlent 206ftA 8'2W 41B&1Mb 0,430(48%)D+S L Unbre 2W34114b 8'2518' 2014984b 0.397 D+S L (1W%j Shwr SOSO Ib 1711M 122M% 0.413(41%)Dr5 L LLDefljr 1 0.2W(U731) 8'211118" 0.528(1 ) 04W(4g )S L TL DeBrdt 63 th ) 521aH8" 0.293(L ) OeW(48%)Das L Design Nota '. Fmlen eA ppm minp 3 mea 01104 304 nxb(.t28z3�tt tYo.c Maakluxnmq�ms0ot to ezccetl 6'. 2 Rblerb Incl pe9e n1 ulwlelbna lar feHenm repulraE br¢pec8btl be0a. 3 CatOuaaYCe6, bng mqui Otl pitta C. 1p egeprg. 4 Campm¢bn etlge blM.b re9oime n S'8'o.c.a Ims. 5 LHeM aleneemem rHlo 8matl an en k wpNh. 10 L Tyq Lpeetion Tlbt SiQe Datl09 Lien1 Se 115 MMq 1,6 Corot 125 C� 1 Wn 636 Neer Face 15 PSF 0PSF mPSF 0PSF 0PSF m 2 tMi(pm 630 Fr Face 15PSF OPSF 35PSF OPSF OPSF mU SeN ,,I1t 15PLF N. pa,y ypy naP p p. .....t/u/er lnlo ek XYYAIn EllialaY"Ipr x pw 77. " uwlemywss��"mmin�amw x � 1650fmP�bnaC m0.ad+ w�+a�'m am x '�m'.''°rr.°m"^m9^n.�w. mror Eupr9ipi tw X233 .awp/n/mewmr aex e.meiep. avA,_m xrMm/w.u-w (M)707�olxIlam L murxue.�im""/e wvu�r* + �wm wk.mw�" APP WR ,ICf.ES ESRdAPJ TNn Eegpinr9N ural]R0I2020 GVU Yprsim 1590155 PgvertG b/i5leutt" COMM Fbury camber Dub, 512112016 Pp•2d6 10 isDesign� Pmpd: lob Nevi John MVimill Aaarev'. Viest RG Jabsy* Sieve lMrell Nodhamptdn MA pmpd a'. ridge - 16' 2.0E PWLVL 1.750" X 16.000" 2-Ply - PASSED L"M Leuel ' N 1 LVL 2 SIF End Grain y J 18'51 31Q' 16'512" Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c..Maximum end distance not to exceed 6" •p•M 515% a•d 156.3 KF wV]Lino ler Fool 271A KF IOW LIMA w F••lener 60.51b. ddMode IV d,DIM-. 1112' Min.EM DWI•nce 3' -aid!Combinio.ri Drs moon Fedor 115 a.be u. i. nam n�Jaio m v"w M.nuledurer Into .o..e...eem. H•MItq 61m1a411en ° '9 PMok MibMNcn Crcp •��N.e n me. 1850 Pakla" nu-w M ( )7an We 96233 ..edonwm9nbu e..'�"imsmnim caw rw e..n w.am...:.m ma. 11]6]-22e5 LUTbv d e"" �•"io.Nnnmmf APA PR-12U Ci ESR2X0 �.µ" " .mw•m4e rmnn oma � � •m.R w..mwC ��'-r•�'•md.^ 1M1.Mn6n I.vYM wAI]rzN1020 Gbv Version Is,x 55 P nM by IM,d" Y Client: Fleury Lumber Dale: 5121/2019 Page306 LL� /��- r� Prepcl'. MW by. JohnMkMlski ISDesign— Atldasa: 51 N d Fame Rd Job Name: Siwe Hmrell y l Nolbampton MA pn,¢ a: beam supporting ridge 2.0E PWLVL 1.750"X20.000" 3-Ply -PASSED Lwel:Lead :::i ,_. . �1 SPF End Gran 2 SPF End Gran HE 51/e' 25' Member Information Reactions UNPATTERNED Ib(Uplift) Typo: Girder Appl'cmion: Fb r Br9 live Oeed Snow YMrq Covet ftei 3 D.,McMod ASD 1 1510 4272 7271 0 0 MONNre 0wd0iw, Dry Wining Coce. IBGIRC2015 2 1510 4272 7271 0 0 DNbtlrvn LL 360 Load Sbemq: Yu DehdMo TL'. 240 0 k'. Not Chocked Imeondon e. Ndmal Tempw=m: Temp«100°F Bearings Bennng Lergb Cap. ReaGDN-Ib Total W.C. W.Comb. 1-SPF SSW 47% 427217271 11543 L D+S EM Anaysis Resubs Grain Maly.. FUllel LOndon AdW Capacity COnb. Caee 2-SPF S.SW' 47% 4272/7271 11543 L D S End MDmeM BW41 ft4b 176" 97638M1b D.67l(87%)DnS L Groin UnGla0.M 050419db 1ZW &515311-Ib D999 DnS L (1W%) SIM2r 112751b 231/4' 22W In 0.491(49%)DaS L LL Deft inn 0,70(17382) 12'61/16' 0.812(1/3E0) 0.9W(91%) S L TL Defl InW 1.201(U2") 1T61/16. 1,219(1720) 0.990(99%)D+ L Design Notes 1 Faxen eA pkea using 6.al IOd Boz naiM(.128x3')Y 1T'o.c.Maximum end Met .nm 10 ezGeed 6". 2 RYxb k9 papa of to beS,nsbla n Me bnWired tw spaclrmd hada. 3 To, erednd esdbbeauppodatlan Moen. edge only 4 T beds mux be Me.,d UIW by al Oen. 5 Compmeabn edge breanp mqulrM Y T o<.arbec. 8 LYdY abndMneu Ty UeaW on si M wtdm. ID Load!Type Laabon Tnb yMr310 Side Dead 0.9 live 1 Snow 1 15 Vu51d 1.6 Conal 1 25 CanmeMs 1 Undo. 6-0A F.F. 10PSF 20 PSF 0PSF 0PSF 0PSF edk 2 Unborn 126-0 Fn F. 15 PSF 0 PSF 35 PSF 0 PSF 0 PSF mot 3 Point 12-69 Top 160b Olb 3505b 0i Olb rM9e-16'Bg2 Seb NbgM 27 PLF NWaammo �� pv.,iu pwy ernW is pn, Manufacturer Info _ 'na1v ane aew WMlogalnet.. bboyc N9ecb Cap IaeJPsk Late upxuN aux eaas moven mn a a nY �wwwnNe p�w�ea pee�9�W19a]33 mea erYiM a me wNr,ew�vw:a.w�ca. (�)M-1285 Mnwen.wmaenhmeanams W�o•s wBe�metmnwl Lu. <.ca4w®.��wwaiamasri®m.+ FPA PRi2ICG�E6.E5fl-7200 �.nmena�r.1nm nmo.a�. aauw as.mo vmmvae I Oa�i++imumam Tia Eeagn ievYMuitil7lNl/NRO Unvvenlnn le4alss 4—no,W 51m[O• come Fki LumC Dile'. `Jzv3o19 Ppe s M6 Job N ISDesignY Pmiee: on: .loranuim .xi a nadme'. 51 Nlesl Farms Rd J.toe mN: save Nentl Northampton MA Pnleml x: beam supporting ridge 2.0E Pi 1.760"X 20.000" 3-Pty-PASSED L ,W Lmm 1 SPF End Grein 2 SPF End Gree 26 6114' 25' Multi-Ply Analysis Fasten all plies using 6 rows of 10d Box nails(.128x3')at 12'D.c..Nail from both sides.Maximum end distance not to exceed 6.1 ei6a.1% oad asa9 Pl£ im Limit pN Foot 6L3 a PLF ell LImA pm FesimN Ws In. iiiiii Mode IV tl9e Distanu 1 1/2' In.EM DisLnm 3' wd Coonliotbn D.s neon Factor las Ny99 avvCe ManutaCNrer Inco wewreuaaueeMtlue Nonan ilNltlMm wall FR iIwMNeeh Cap crrem w mnw,.en mam 1 18,50Peti w�,vaaexaarmam z�T"�ie r�ranwve"ia wmia ill BunMlCm.w4802]3 .miuen•ran„Mmramm.in..,ebf. 1.N� art r�m+Nm NWswm 1 )ro]-sons rq.wir CVJfiwwEkN.mm WmUN 1.n"eW evvmwn+u"NaCemf AM.PR{Zla,ICCES:ESR-]BnB �.t"r”.�wwnewu mma��Nvn mrrn"WM y/+w Wrn ma � wr Mpw7r�mnrtuem TH9bapn is vMd utlil]/10RV10 C,bx Version 1000155 Powell Ly sbwa" °` CIi.: Fbury Lumbi D. 5/21/2019 Page Sofa /� gppy: Input by: Jobb Midlb i ISD4SIsle�lre Aadnee. 51 Wgst Fangs Rd Jul,N. Slave Nanel Nodhampton MA PmleM a: post at gable wall 2.0E PWLVL 3.600" X5.500" - PASSED `°""'Levsl Design Mundd'. ASD C¢slgn OK. Building Code: IBCIIRC 2015 Design Ncnes "'nan. N.1 1.Aaial bad e[untrlclly M 1/6 atle dMenabn in b?b APPlbolian: ColumnFree abusingcroealuxAbs uaa,..via aneandd aW.b.. 0-38 g5-6 2.Deaynid in axaNalw wab NDS 2015,ASCE)end Load Shinn,: No IBCnRC 2015, 3.Reatraln by nd bollen of membxb laleltl aIeCYYy 4. tbka Md Mtllea ere nW 911vw'ed in mamba. 1126-0 ill Analysis Design Properties Actual Allovsd Capacity Load ComGnation E: 2000000 Fc: 27W Blends..a 429 50.0 a8% Ey: 2000000 F¢ 255 kdM(b.) 5300 8796 60% Dt5 Fb: 31W Fvy: 150 AIal a Bending 0.64 1 W% MS Fby: 3100 Beadn9 LVL 0b.1 5362 9653 62% D-S LL Delkgbn 0.191 n. N85 0A17 n. IFf60 46% 5 Applied loads ID Load Type Location Dead 0.9 Live 1 Snow 1.15 Mend l 6 Const 1.25 Commerds Axial 1 Point 12d 1700 Ib 00 360011, 0I 0b ManuM1tlurer ln(o imp.. m YMdlxn Gap 1930 I ( )ry...VN%233 leen 7m-u65 w.ar.pedficwamxn.w qpp PR{233,ICC£5.ESR-2M2 raa de9gn is wN aNl 7rzorzoso ca..v.mae leaa Iss Powerei by iswm� CIi.at Flwry Lumbi Oo. 5121,2019 P.,9&I i3D25�sn" paled Minnb JMIK!"alskl J Addien 51 West Fan115 R0 Job Nei SAM,HMNI NOMampWn MA Papel a'. post under 20" 2.0E PWLVL 5.250" X5.500" - PASSED Le eL Laml Daly MMM: ASD Ces,OK. Build,Co.. IBC4RC 2015 Oes19O NoteS Imola. Nwmal 1.MiY loetl enutrkiy of tl6 dimensbtl any to aWliefo / Applicetbn'. Column In Well Me tlkedidn peryadicuW bmewell. 2 w LoeE Sbsin9: Na 1BcdRCiina danaewAh ND32015,ASCE7.d 3 Bpw Id a ResVBN by and bottml Mmmmberfw lalaal slebMy. pp untim—a L"M: CMkn.a 4. Hobe and notdwa are na albaed in ambm. y omnYban Bean S.EMatlua bnglb faa«O.e5 ka.len .ad f sren9ln ulwlellons. Building Tyye: Entbaed a DeSon Mn1d bad bull an beaadl manure M PSF i Zone: 2one4 WmtlwaN premm u 33 PSF. Men RW HegM: 30-00 W.Spell mpn: 115 I6-'1 Expaua C i cstag y. Tapp9.0.1 Id FeWr" Risk Dardpanq Cebpory 11 LL OelbaYon Lind l 360 Analysis Design Properties Actual Maned Capacity Load Combina4on E: 2000000 F. 2750 Slendenass 12.9 50.0 26% Ey200.0"0) Fv 265 Axial na) 11600 72506 16% D. Fin 31M FMy: 150 AxW+Benin, 0.15 1 15% DK Flay: 31M Bearing SPF(Ib.) 11652 M72 95% DK LL DOWim 0.041(in)u2015 0MI nn)t/3fA 18% L Itlenl Radion Tap 99 D+o.6W Lateral React.9p 99 D+0.6W Applied Loads ID Load Type LOrabon Dead 0.9 Lie 1 Snow 1.15 Wild 1.6 Const 1.25 Commems Axial 1 POM 6114 43001E 7300 lb 0 I 0 I Ob Lateral 2 Uniform 0 PLF 0 PLF 0 PLF 46 PLF 0 PLF Manufacturer Info Petifc Wbod6ca Coq lain Pen,Iva Budirybn,WP 98233 (WS)70772 xwa.rmvfi Ce rcm Fi333,Pq pg3J,ICC£5:ESR 200A TYadeal9na Maidun,lT ii. GMr Veripn 181n155 Powered b)ISWR^' c.:4:"