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41-057 (4) boa dad Tis rape on PHPEACHTREE[LOT 12 RIDGEVIEW ESTATES] 01607193 FM Hip 1 = 1Il job Ref moa{s al w --I 6-3-1 is Inc re Jul 43 p L — Engnebng Coop.IndianOrrna 01151 --- - - --- � irvss - - 6-3 1 __ 124-1 17-5-15___ _ 23.6 15 29 10-0 IO ZV tlIDYpTE59PBC2B0 1y B sDun2N'+P o212RHVJurrP9vpfiJn4 cow 1 g 6-3-1 6-1-0 5-1-14 6-1-0 63-1 555 5x0 Scale:114^=1,. 19 4 w T2._X_.. 5 30 7.00112 I �� 21 3W6 19 - 359 LL W6L.'6 gl 11[( QE G 16 A ��2JiL:L. 6x6 C 8 w _ 1. L -_ \ - III _ 82 1.1 {q2 a 'e 3rd 10 1J 29 12 N 10 9 330= i 15 2x4 4 UH= 354 - JW= 358- 439.- 264 I I I 0 810355-6 ) 0 (03216 I I 209 3098M321N 2098003219 1-5-17, 6-3-1. _ ___12-4-1 _ _ 17-5-15 23-6-15 _ 284-4 9-10 1-5-12 4-9-5 6-1-0 1 5-1-14 6-1-0 + 4-9-5 1-5-1 Plate Onsets lx Y)-[10-25 Eooe] [1 Edged-151130-1120-1-0114:0-39024145060,0-2.41160-1120-1-81180--0 04.151(80-25,Edfel(90-2-4 d1-01 0-3-00-2-01.1140(100-2-04[1502-4 0-1-0] - LOADING Ips() SPACING 2-0-0 CS DEFL in (lac) 1/4 c) Vdell PLATES GRIP TOLL(wed 050 Plate Grip DOL 115 TC 085 Val(LL) -abs 13-14 >959 240 [ MT20 1971144 Snow(%IPg)30.61400 Lumber DOL 1,15 BC 054 Vert{TL) -01813-14 a95 180 TCDL 100 Rep Stress Ina YES WH 081 HandlLI, 005 9 Na Na ' BOLL 00 - Code IRC2009/TPt2007 (Matrix) We 13516 FT=10% BCDL 100 _ _ _- _ - LUMBER- —-. TOP CHORD 2x4 SPE 1650F 158'Except' 3)TOLL ASCE 7-05 Pd35 0 psf(roof lve load Lumber DOL-115 Plate 001=115) T2 2x4 SPF No 2 Max uplift P9=400 pat(ground snow),P1-338 psf(flat roof snow Lumber 001=115 Plate BUT CHORD 2x4 SPF No 2 9 = -321(LC 12) 001=115).CalegoryII,Exp B.Papally Exp.,Ct=1.1,Lu-5000 WEBS 2x4 SPF Stud'Except' Max Gray 4)Unbalanced snow loads have beenconsidered for his design. 0042x4 SPF No 2 15 = 2098(LC 23) 51 This tris las been designed or basic load cambnalioa,whdLinclide cases with WEDGE 9 = 2090(LC 23) reductions for muNple concurrent lre loads. Left.2x4 SPF Stud, 6]?rovre adequate drainage to prevent water pordlrg. Right 2x4 SPF Stud FORCES. eh)-Max.Comp,/Max Ten-All forces 250(t)Or less except when shown. 7)This Inas has been designed for a 10,0 psf bottom chord Ind load noncanmrentwah I BRACING TOP CHORD any Other live bads, TOP CHORD 23=-2351/401.34 -1958428,45=14781427.56=191427, 8)'This truss has been designed for a live load of 20 Opsf on the bottom chord In all Structural wood sheathing direclb applied or3S100c purlins except 5-7=-2350/401 teas where a rectangle 3fi9 tall by 190 wide wit ft between the bottom chord and 2-0-0as audits(2-10-13 max.:4-5 BOT CHORD any other members,with BCDL=10 Opsf ROT CHORD 13-14-321/1911,11-13=205/1477,10-11-244/1911 9)Provide mechanical mnreGen(by olhers)of buss to Peering plate capable of Rigid ceiling directly applied or 10.0-0 oc bracing WEBS withstanding 100 lb Lipid at Jonas)except(pita 15=321.9x21. WEBS 3-14=-327/125,3-13-503/150,4-13=30/397 5-11=-241397 10)This Wss is designed in accordance wth the 2009 International Resdemiel Code 1 Row at modal 4-11 6-11=507/158,6-10328/125,2-14=288'158.2.15=-1970/395, sections R5502.II.I and R802102 and referenced standard ANSI/7P'I. 7-1828811887,7-9=1970/395 11)"Bemmgd phchbreaks with lined heels'Member end @py model was used in the REACTIONS, lblsizel analysts and design of this truss 15 = 15161058 (min 0851 NO S- (13) been checked la unpam roof live bad only.except as noted. 12)Cuaphcal pulin representation hes not depict the size or the orient&bn of the 1515/0-8 (min 035) alonglhabp arcYm bottom chord Max Hors 2)VNrW.ASCE]95,95mp11 TCDL-03psf BCDL=S.Ope[n=19M1,Cat II',Exp 8I 13)All Plates20 Gauge Unless Noted 15 - 192(LC 10) papM:laN84TRS(lw-rise)gable end zone add C-C Extem(2)090 to 3-0-0, Max Upltt Intedor(1)3M 108-13,EMabr(2)61-3 to 21813.InteruH121813 to 26-10- tfi -321(LC II) zone,cantilever et and nght exposed,C-C for members and forces E.MNcRS for rear:eons shown',Lumber OOL=160 plate gnp DOL=1 60 � o __- . _._ _ —I n PN ID �peaiowrnTss9ABCGsaowlwaGESI'oa-----cNS o TYce VIEW ESTATES] wa ,0160]193 IH5GE Hip Supported Gable 1 1 TrussEngineering Corp..Indian O¢MbM 151 BA] Out stn JulJ 44ID16 Page 1 ISZBM]z08BWeLOdLIW4D99yuB1 104-5 19-5-11 29-10-0 101-5 9-1-7 104-5 3545 p 4x4-- Scale=1:39. 1.5x4 I 7 a 43 9_x 3 T2. 12 .0-1_2��1__._ 12 ivi 4 1.564 'I 1sx4I I 13 r.00 1z 5 �� 1.584 11 1.5x4I: - j/ 1436 4 --....,' ' , . l'--..-!!°---.., 1.584 II 1.5=4 II / TY u $T5 ST STS ST6 0.0 TJ5=4 II 1.584 II 33 /' 8T4 16 5T B1 sr e 9121 SI' ) 10,0' h 1iu• f � 9ur�h- -0'. ._ 0681 - 1rW1 '� 3=4- 3=4 388 11 32 31 30 37 29 IB 27 26 25 24 23 22 21 20 19 16 388 I I 3x4- 29-10-0 I 29-10-0 Plate 011501¢(%Y)-11.0.26 Edoe 11 Edge 0-0-15 (]0.24635 20.2-00.2-0 117:0600611 (17 0-2-5Etl e LOADING(psi .I SPACING- 2.0-0 CSI. DEFL in (lac) Ytleil lid PLATES GRIP }CLL(rwll 35.0 Plate Grip DOL 1.15 TC 026 VerI(LL) Na nla 993 MT20 1971144 Snow(%IPg 30&40,0 Lumber DOL 1.15 BC 0.16 VerI(TL The 49 TWL 10.0Rep Stress lnw YES WB 0.24 cru1TL) A01 18 Ma Ne BCLL 00• Code IRC2039RP120]] (Matra) WeIilll.140 lb FT=10°% BCDL 100 LUMSER lOP CHORD 2a4 SPF No 2 3)wd(nrmall9nabre).seStain nPe Industry the Ed Details asapexpwe0tor OT BOT ERS 2s4 SPF Not RFM➢@c9v lt,or less wins( quale buThe ldngesiner as per ANS PI1 EM�IaBs as eppWabk,w FLEDGE 2x4 SPF Not All 22=219(LCons 9),3=338L 2t 2)i 25331 (LC except consult TOLL ASCE TO5 Pr3s0psr rollie load Lum WEDGE 2T-325(L02E),28-350(LC 23),29a141LC 29).3Dc31SLC 28), Pg=400 AS CE]OSn�S,Ops0 pal aloro snoweLmiDOL. er 15P11 Plate Left,lIDx45SPE NN.o. 31=352(LC 23022=272(LC 23),HU121LC 29).30=3391LC 23), DOL.I15)f(ground snow).e1=Pa,rasl(flat CtlI- :u=50-0r OOL=1.15 PIaIe RBA! Not 18529(LC 23192-2]2(0429),21=333104291,2x339 LC2A1, DOL=tl$Catywy laExp vl Partiallybeconsidered des n TOP H46529(0423) StUnbalanced h slpwkae¢ghave d b®n se bad co for this ns.wn CHORDStrureductions Tcti Ws¢rm¢beee cncurretlie oa baOmmblratpps,Mlcf IrcAWa asses wAb 2-0-000urlosSNealnimgx) -12ppfetlglDOOwpubilu',eraapl TOP CH (Ib)-Mae ComplMes.Ten-NHams 259(Ib wleas ertsplwbensMwn. vsie lwmuateleammnto tret loads SOT oHpurlins(1004 max.) 7-12. TOP-2CHORD ])Al piaesare 1s4 drainage SOT CHORD 1-2=1225254.2-3=-1010256,5.6001251,14-15=0/252. 9)Al plates ssas spaced a0un0ss otherwise indicated i Rigid ceiling oRetllYePp4etla 600 a<bracing. 16-17=7WEBS 0295 9)Gablems lass s designed REACTIONS.All bearings 2]53. 11.23=39893.10-25=2]213],4M=-2]499.8-2]=-262150. 10)This otos laz been OesgreOlwa 10.0 psi bottom chord live load nmvnwrreM ' (lb)-Max Harz 6-28-310/43.5-29-2691115,'10-272/92331-29@11], 1w1)any other has be 32=163(10232-25252,13-213.296/101.1420=283'93.16-18890119 areas whThuere WxMsbeen-6-0t designee loraOve wide of ft bens eon Na bottom chord in all 9) whlere a rectangle 600 tell by odd will lit awes the bottom chord and M Uplm any drier bar. r BCDL----=100psi All p1M100lb or less -IM(s)2325,26,272829, 1) st (17) 12)Provide mechanical (by3, others)of 27.2B. 30, 1, plebe capable 30,21,20,18 except -144104101.32-1234LS 9), 11 This truss has been cbecked T(g uniform roof live load only,except as noted. 31144.giy 0016110 1wn11a123,2526,Z],28,29,30,2t,20,18 except 11=b) 19 402(04 9) 2)1/bind.ASCE]d5',95mph.}COL-02prt,and COaps1.r(3)0- Cat II.Ebp 6, 31 144,32 123,l9 102. Mar Crav genially,MARS(low-rue)gable end zone aMCC Canc13)p00b3P0, 13)Non Standard bearing mMitlm. Review rp0ead All reactions 25016 or less at 4(LC2(8)19 except 22899(04 Ertleier)3) 3-0-0 to 7-4-5,Comer(3)7-4-5 to 10-06.Exterior(2) for mem, 14)This hiss laIIaMRm210 ancewtlbne2009 dstaid ema(ural Residential code 29),23930(LC 22).25314(LC 28)2E-315(LC 28).2]525(LC tres& to T}104 zone;cantilever bblrDand r'gMa0plated;CG for members s pre R502 11 and R802 10 ells' jtemtl standard AN modelw_ BB),2o550(LC 23).24212(0429),30=-0B(LO 23).31552(LC and lamsB MWFRS for reactions slwwn',Lumber DOL=lWplebe grip DOU1b9 1 "SemicleN pdG'Meatriniss. ]beelC'MembereM OxTywas Used in the CcMvwetlmpwp2 analysis as design M this truss. Job -_-- Irian Type on Pty PEACHTREE(LOT 12 PIOGEVIEW ESTATES) 01607193 H5GE Hip Supported Gable 1 1 - - aa<mrence(optional) Truss enpre fivdapIndian MA 01151 7 uo a iiorTek Incc Toem 13 25 455ots Pap. ID ZVypadl QTDT5S9A8C2BOwIyuBesAHvpnKKEPPTHIRUWkEKVt4a6I4rtXAgmhVyultt !erne-b.- (V7 IS)Graph al p4tlln representaII ( S net aepltl Ne 9GP Or the orientation of lie palm abni the fop olror bottom chord 17)All Pleles 21)Gauge Unless NOIM _.__.- __-__._ _.. .muss Type _. _- Oy -lar- PEACHTREE[LOT 12 R16GEWEW ESTATES] - 1 Job Job ReMlnr�1P 1 MO 5051 7201644 esncY eau126 J2 016 PagAt, 01607193 'H6 Hip 1 1 Tams ErgnsergC m. man Orman, 1151 - IDN YPad10TOT559ABC280wI pus-eTTe 1HOIXBWOSC AmY2a0 2mpANe99ZMEyndl lA 6-7-6 ..._13-1-0 16-24 22-6-2 .._ _293-$ .....__. ) .. 6-7-6 6-5-11 3-1-7 6-5-11 6-7-6 scale=1:59.2 54- 6x0 M105H5 6..._ A. 6 i LC T 23 9.00 112 21 /5275. A� 24 3X4 O. a. • `) s ?T ..4 �� C � Nik ° 26 9 n „515, 1 �V W� 39/9 /� �213x4J 4x66 10 VA \1 OMR(" 8 9x50 • - /2y�6fr' 10 1(r.f ..I __JIM- � Bt _ _ .t12-_--6/12 1 la 1i 3 u1u�1gv� 16 38 15 29 14 13 30 12 „libel" 3x6II 049 341 3ffi- 3x4- 3x8:. 3x4 }y0::::: LLS ibel ;I 216116313# 21611,1413S (t _ 27-9-12 $ -$ 4 1.5-1 5-1-10 6-5-11 3-1.70-5 1 yL6da2P>�8L[17 0-2-a 5-110 1-5-12 22-8-2 PSPPAC 0- 1-2 0 1-p 4Get. .fid til' - id ___ - _1-5-12 6 7-6 + 13-1-0 16- LOBPlate Oflre'srX Yr[i 13O0bt Cn2O-1A uJn 0-'1-122 U-Sta0.et20-1. h1A 'MOOR BOO 0-2-4611- Ly __. TOLL rttr YrvU) '.. Dada- at 1KKi 'J9an 40 PLATES MP Snow(rah! 4E8 IC 0.85 Vadat) DW IMO s05 240 Ml8S0 197!144 Snow Pt(P9113LL&1011 RepIStr 0O1- YES BO 07e hez(TL -0.051110 n4a Ns M185H5 197/1 44 TOOL 10.0 Rep StressInaYES Md 076 HcriQL) 0.05 Yt Na Na BOLL 00 ' COga IFC2WaJIP1200i (Malta) Weight 1Sl lb FT=lox SCOL . 100 ___ __ I LUMBER. TOP CHORD 2x4 SPE ib 2-ERR_" OMB ASCE ZOO 9SMk TEIX 42pst BCOt 51- st FROM_CX It,Op 8 T2 2T4 BPF t65%t?F Max UPKK paean(MWFRSIbwrrt€ abieend zone and C-C Ertxm(2)O4O to 340, BOT CHORD 2s4 SPF Not Il - -313(LO 12) latenell)SOO to 610.2.oxteO (2) 1(1.21o2CdSJnY or11) ORR to26-3-0tons WEBS 2a4 SPF Stud*Except' Max BBB cardever all and right exposed.C-C for members and forme&MWPRS Brreacrsn5 Vt5,R62x4 SPF No 11 17 x 2161(LC 23) 6Mvml Lumber D0N 60 Rale grip BOL=1440 WEDGE 11 = 2161(LO 23) 3)TOLL ASCE 70527=5.0 pat(roof Me load Lumber DOL-1.15 Plate DOL=115). Left 254 SN'stud. Pg 4O0 pmt(ground Bow),Pf=0.8 pal MA mof snow Lumbar DOOM 5 Plate Right 2x4 SOF Stud FORCES. {Ib)-Max Comp/Max Ten-MIICds 2501151N less cemot when shown. DOL=115),Categlry O.Exp 81 Partially Era..0t=11,W=SOCA I TOPCI- RD .1)UNalercm woo lewd rove been¢m»:+Nred tea bas aeagn. TOP CHORD 21.25SBR464-5=-ISSIQI,5S=-122-4X1.b7=-1857)401. 51 nnisstaa Men deadmaa ler twat M>oo mmbnato a wtin i#j a taseswm Struaurairdxxl ahaathingd l applied a 22O o5-27xns..evmpt ]-6-.2267446 ledLYloos for mutpb ancone bads. 2-001-cc puffins(4-7.2 max.).5-5- BOf CHORO 0)Provide adequate drainage to prevenBalding. BOT CHORD 161'75-259273.15-16=279/1660,14_15=125,111126, 7)All plies are MTlD plates unless otherrome indicated. Rawl calllg a featly applied or 10.-0on bracing. 12-145-116/16S9 8)This truss has tarn designed for a 100 par Mnom LMd he N:ad nneonwnent etch WEBS WEBS and other live loads1 . Row at mldgt 5-14 4-i0=-204113,4.15 53001,5-15=-801446.6-145-76/448. 9) Thus buss.has Ceon deslgnebfor a he bad N 20.Opsl on ale bottom chord in all 145451120O7-12=2910113315=-187:1606.2=t7-2055889. Nem wawa aMtXp4350 tabby 1-00.55Ne5IM between/Ma Mallomanoda-d REACTIONS (Risme) 942.5,1MOEYS 311+2Y,NJS9 sty other wans;N60CCL=10 fix£ IT = 18056 (RN 0-3£) t0IRovdemaM4tcamrneddbn(by<Mral of truss tobsam'9 plate capable M 11 - 1488/050 (min 035) NOTES. (14) withstanding 1W lb upm at Rolla)emery Qllb)17513,11311 Max Hct 1)This Bass has been ori4'Md to unborn roof live bad only,except ae Wed. 11)This alias dearest in avdtlame we,Me 21-7)9 International Residential Code 1] - 250-1.01U) suctions R502.111 and R802.102 and referenced standard ANSIJWI 1. Max Uphn 121.5em.rod prictibmakswMfixed Faeb'Memel end huffy model was used in the 17 = 5313(1G II) analysis and designM Nu toss Job [:rye onus Toon_ _ lav ".M PEACHTHEE[LOT 12RIDGEVIEW ESTATES] -�- - -- 01607193 :H6 Hip 1 it _._.. .. .. _... _......_ tJob Retorxnta MISS Eng v COT Indian O(rlrxrd.{1P 01151- ---- optional) sou it5ct 7 2oto MitteOl r c ow Jul nt 5:462016 Pogo 2 I ID ZVypealLll'f)75S9H6C2BPylyu6ussTf6 iH>pl(N95f HmY2W ]mpq:(e9gZKEryuEII NOTES- (ta) 13)GrapllMI p4tm Cepre5 noon not depot Nm the the orientation of vs Pmlm along the top 0iWM or bottom cvl 1<I All Plates 70 Et uge Unless Noted GobTruss -Huss TYPry pe an PEACHTREE[LOT I2RIDGEVIEW ESTATES] 01607193 11H7 Hip 1 1 Tngs Cornering Corp..Indian Orchard.MA 011Lon Reference(ppaQ 51 -- - - - ----- -- - 040 s Do 72015meek Inc. due :25 47.2016 Page( ID NID ypadYDT5S9A8C2BOw1y BusU2OZCL3 03BX3bHhb4JIboJOSEY S OUJImOyu8IY I 5-10-0 11-6-6 _ 17-9-2 23-5-8 293-6 5-10-0-- 55-6 6-2-12 5-8-6 5-10-0 -1 SM -- 5x8 M18SHS- Scale=1:50.9 4 5 9.00112 9x4c 1� 21 w6 3x4 0 3 6 n7 O TTRI 6 T 4x6 i� 16 4x6-1:-; m 2 4 8 7 ¢ e • ` 1 1 IL _ew 1 0 ,- i — - -.. - --___ -. _ . _ - � r w' . I Ir 3x6 Pi 14 13 24 12 11 10 `9 3x6 II 2x4 .1 3x6- 3x4= Jz6- 3x4- 3x6-. Txt II • 041 0-6-810-3-4)2084W-3108944124 2089NE312F$ 1-5-12 4-44 5-8-6 r 62- 2 5-8-6 24-4-42 1-12 Plate Offsets(XV)-11030,06]L(3:0.1 120-18110.0400 -121150512,0-- 121 I60-I 12,-011001 IBA40 Pd].190.2-00.1d)1100-2Ap1AL 110028,0181[15024010l LOflgNG(psI) SPACING- 2-0-0 C51. DEFL in (loc.) Udell VO PLAIFS GRIP TOLL(root) 3511 Plate Grip 001 1,15 TO D.86 Vat(LL) -C1011-13n999 240 MBO 1971144 Snow(PI/Pg)30.8/4OM Lumber DOL 1.15 BC 0.49 Ver(TL) -01811.13 >999 180 MI&SHS 1971144 TOOL 100 Rep Stress Per YES WB 065 HozTL) 004 9 Na Na BOLL 00 ' Code IRC2FP120]] (Malec) We h '10 t 144FT=10% BLDL 10.0 I 1x5/ LUMBER- TOP CHORD 2x4 SPF Not'Except' 3)TOLL ASCE 7-05,Gn350 psi goof live bad Lumber DOL=1p5 Plate DOL=1,15). B.2r4 SPF 2100F ISE Max Uplift BOTOHDR02x4 SPF Nat 9 = 912ILC 12) BOLUS). round snow),PE39.8 ply bap roof srw.Lumber DOL=1,15 Plate WEBS 2x4 SPF Stud'Except' Max Gray DOG1151edsmwy loadI.Lap s beenr Evpr G1=1_L Lc5P00 VJS,N5 GA SPF Not 15 = 2099 LC 23) 4)Unbalanced snow bads have been considered for this design. WEDGE 9 2089(LC 23) 5)TMS]nus has been designed too bas load combcalpha which include cases wig Left 2x4 SPF Stud, 0edutlnna foo mubgk concurrent live loads Right 2x4 SPF Stud FORCES (Ib).Max.Comp./Max.Ten-All forces 250(b)or less except Ween shown 6)Provideplates NaMaprebess of walergxgirq BRACING- TOP CHORD II AlAL plates are MT20 plates unless otherwise indicated 81 This truss Has been des TOP CHORD 23=-1973059,3-0=1721/414,0.5=d150/4W,5-6.-.1722,414. designed fora 100 psi bottom chord live load rgwwmeni won Sinural wood sheathing dinec1N applied or 2-2-0oc purlins.except 6-0=1 97 33 50 any other he Pads. 20O ccpurpns(3-11-6max).45. BOT CHORD 9 This buss has been designed(or alive bad i20.�Aon the bottom Wtlin MI BOT CHORD 13-10=307/1456,H-1?=196114910.11=160/145S areas where avers cel 3601611 by 1-0-0bide MVP between int bottom tllad and Riad eating greedy applied or 600 os bracer WEBS an other manbtts.wAH BLDL.100ps1. WEBS 344=36631116,3-13=390116 8 4-13=.45/402,541=39379 101 Provide mechanical connection(by WMrs)oilw12.s to bea9=312 plate®]able of 1 Row at mipt 4-11 6.11-389/16&6-10---3541116,2.14=-212/1510,2-15_-0969392, wdHstandiy GOO designedlb uple allwnl accord)ance 1Cp11S212?-312 7.104-212/151A,]E=1966392 1111btl truss a in amtlance wain the 2009 Inkd ANSA'Resitlentral Code REAC11ONS. (1b/51ze) section R500.111 and R802.102 and relemwb standard ANSI/IPI1. 15 = 146&�S (min.0-3-4) NOTES- p4) 121"3em wgdsigdf hs with fixed heels'Member end fixity model was used in he 9 = 148810.58 (min.0-3-4) 1)This Buss has ben checked for unnmm roof live load only,except as noted. 13)oanalyras anddesignof resenss. Max Herz 2)Wnd:ASCE 7-05.95mph,TCDL=42pst BLDL=5Cpsf,K19ry;Cal.II,Exp B. Graphical petal representation does not depot the size wive orientation of the 15 = .230(LC 9) padlaly.MWERS(lowilse)gable end zone and C-C EMernr2)000 to 300, palm ablgs2Othe lop GaugeUangfor lessNottom glad. Max Upint Inters 1)300b737.Exlenor(2)7-3-7 to 22GLI,lntem(1)22b1 b 263-0 zone,• 141 AN Plates 20 Unless Naleb 16 -312(LC 11) cantilever ked and nght exposod;0{tor members and forces&MWFRS tor read ns shown,Lumber DOL=1 SO plate gip DOL=1.60 Job --_--- ITnr.a-- -- -- - - .. M:Type _ _-- Ory TPN PEACHTREE(LOT 12RIDGEVIEW ESTATES] 0 Ti60T190 IHBGE .Hip Structural Gable 1 1 IDNypetlIOYIJT569ABC276405 Octu72oi Mi 0duOWssoc[TueJu161125502016 Page T1ae Eng neel.ra cep..Ina Orchard.Ms 01151 — __... . 7sw,os.V I 5-7-4 11-0-13 18-2-11 ___ 23-8-4 _, ___29-3-8 I5 7-0 - I - 5-5-9 - —H- - - -- 7-1-13 5-5-9 5-7-4 568 M18SH5 c- 1x4 I 1x4 :1 6x10 M185HS Scale=1:55.3 4 1x4 I. 47 ]8 48 .c 5 1 9.00 12 • 4x4.2 51E� i 49 384..O. 59 3 45 S i>5 5 1 F S J St 5 6 51 Y 4 aIv s S 1 I o 1 21. 513 ; 4 5 16 518 y 0 44 I{+ 0 zsO9 184 II 11x4 II 164 II 18 184 184 '.I to Il 3x8 -1x4 1x4 11 184 1X '� Jab 11 ]� o w 'I 04 3x4= q� 130-8(82211) 12111; � 5 (d&) 4#/41 7#/O# 39/09 7M 0U) 6#/-S6 13aox7-run 1zMr4waiN dJa/oa t46amswmMax 7JiN0I6TMY0tlMZ661NS6tl '. 1-5-12 11-0-13 . 18-2-11 23-84 29-3-8 1-5-12 9-7-1 • 7-1-13 5-5-9 I 5-7-4 Plate Offsets(XY),11,9-2120611.I403HEticel[50314EdgeI-I60-112O-1J81177:00-30-3151 - LOADING(psi) I $PACING 2-0-0 CSL GEFL TCLL(rtt¶ 35.0 In >99S PLATES GRIP Snow(PINS)308/40,0 I Plate Culp DOL 115 TC 095 Va11LL) 18-19-014 >99 240 MT20 197/144 TOOL 10.0 LumberDOL 115 BC 0.57 Ve.IR) -0351619 >405 180 M18SHS 197/144 BOLL 00- I Rep SVess Inc, YES WB 057 Hoa(TL) OW 13 Na Na • HOLM TOA code 1RC2W3/TPIN3/ (Mahle) WegItt206lb FT=10% LUMBER. TOP CHORD 2x4 SPF Not Except- NOTES- 1171 T2 2x4 DF 2850E23E REACPO.RIII 1)This Truss has been cecked fix uniform roof Ave bad onis except as noted. SOT CHORD 2s4 SPF Not All),10=-Po b w less Ial 0-21ls 16,8 except 13= 23). 215/1 M.ASCE 7-05,95mph,TCOL-0.2pse BCDL=S.W$n=100 Cat II,Exp B. OTHERSH2x4 SPF No 2 10),ID=2091LC 12),19=2131LC 11L 9='153(L023). 2x4 SPF Not 17=-150(LC7 partially,MVhRS(low-rise)gable end zone and CL Eaenw(2)CUB to 3-0-0, HEDGE Max Gray Inle(mll1 380 to 6-9-15.EYled C-C 0315 to IIS9,Inlenor(1)2259 to 26-3-8 vine, Left 2)(4 SPF No 2, MaxAll lms 250bwkss atloirA(s)14,16,12,11,8 cantilever left and right exposed ILL for membecs a5/forces&MWFRS ler reaelbcs 0 Right 2x4 SPF No2 17 except 19=1464(LC 2341810 7(LU 23)19-13N(LC 23). shown,Lumber ed L=1bO plate ads.in runDplane BRACING 8=2U{LC 23) 3)Trus lladel to th tae)seed eaSt n the Industry of Gablea End only. For studsap exposed10 TOP CHORD wind quare 117330), nUNeNrANSVTDetails as appFcabk,d Structural wool sheathing directly applied a 22-0oc Wrltrv,except FORCES. (W)-Max ComprMar_Ten-All forces 250(Pb)a less except when shown. consult) OLN ASCEd building designer rer aspae lead LI I. 2-0-0 oc rim 10-0 max. 4-5 TOP CHORD P1=400 AfCEA$ncL.OP3.8 psfwebro snow Lumber ber 15 Plate Flails BOTCH RD ) 12=259(25.3-0=-6N✓211.469/3145-6=15513, Pg-00.0 pSCate snow),Ph�6H Ps1(tbbooTsrpwu50-0-DOIt1.i5 Plele Rigid ceiling directly applied or 60-oc bracing. e-7�CV718 5)unbalanced snow bads havebeenyen Oered for this design. WEBS BOT CHORD 6]This truss has been designed for bask bad combinations,whch include cases with 1 Row at mitt 4-135-13 1619=2471693,17-189.110/405,16-17=-1111405, reductions for multiple concurrent live beds. 14-16=110/405, 7)Provide adequate drainage to prevent wale/pantry. REACTIONS.All bearings 146-8 except 01aength)190--58.179-8. 11-12-34&131,1011=348/131.9-to-348/13169-4481131. 8)All plates are MT20 plates unless Wtorw®indicated. (le)-Max Ho¢ 753481131 9)All plates are 15x4 MT20 unless otherwise indented 19=721(LC 10) v1EBS 10)Gable studs spaced al 20-0 no Max Dplt 3-18=-05&708.4-15s-36/447.4-13 -9 5 7214.5-1}=-720/184, 111ThIS truss has been designed for a 100 psi bottom chord live load norcmamen All tgr,X 10310 or less at lolntis)16 8 except 6-10.445/177,3-19,-935/212.2-19 70211 wth any other Irve bads. 1 - 10(LC 10),1L= 9- 05(LC 12),1213(LC 11),Y-d63(LC 23). 12-This bus has been designed fora live load of 20 Oust on the bottom chord in all 17= areas 1e0(LC 7) where a rectangle 38-tat by 1-0-0 wide wit flu between the bottom chord and Continued onpasLe2 any other members.with BCD/9 10.Opsl. Job Tans Type -. . 1°W Pry IPEACHIREE[LOT 12 RiOGEVIEW ESTATES].. . 01607193 1HBGE Hip Structural Gable t 1 Job 2.5525525 dopryon.L2d • 1 sits Enorwe n9Indian Crc utl 01151 AO e(ot 7 2015 MiTek IneLetneeInc due Julb1 25 50 2015 Paget laZVypad1L)Y0T5S9AOC286s1ylBus-WF rN40 R10WJsnpEOACIx0TkI06E<SKXNIYn8N NOTES- On 13)Provur,mrdwncal conrealPn(by mom)of truss tulmmnrq plate calaMed Ian0I0y 1200 uplm at joiM1¢I Th.8 except(R=b)125215.10209.1921:1.95161 172160.. 14)This VIES Ie designed in awrdelete wdb the 2103 Inierrelional Resi0ent0l Code sedions 8502111 and R80.5102 and referenced standard ANSI/TPI I. 151"Semul221p }Meeks adAtiel heels"Member HWpldy modelwae used in the anaksks and c buss 36)am f%r.'ptel�n repraenlaMm does mdepict 21551250r the ainalen of Ills purin along the lop and/ox bottom crnrq. 17)All Plains 20 Gauge unless Noted Job Imes Inas Type ----_- -- Dry ah- PEACHTREE[LOT I2RIDGEV1EW ESTATES] _ .. _.. -01607193 1H9 J Roof Special 11 1 nngCorp:Indianorchard,MA 01151 --- -_ - --. 1 J eferencelof/kna Trussll ---- eod]2o15MTexlnemlwInc bTue Jul mVk26R2551201v Page IONypaJ10VOT559A0C2BOwIyuBus RG4SSOpFZC9gu2MXm9UDmVIOnTUMbNJ6H5v9thatU 6 7 6 13-1-1 16-2-7 19-4-0 23-3-12 27-7-0 6-7-6 ---- - --_-- 6-5-11 3-1-5 II- I ' 3-1-9 { 3-11-12 4-3-4 6x6-- 5x5 Scale=1:59.31 5 6 22 Id N an 284 T 2� VA �. axa= 9.00 12 10,72/ �� T ro y _ '1.17s_ x �T6 K. 24 25 \ 26 27 3x4 G 19IVI �\\W,�6, / • 194 N �`b oY •( p 3x4.cel I A\ 77w: W: \r\lr 0 9 45 i 1T IS�I \\ • �� II o2 Wz�-- �hl�st Y \—i I - 165>II 3x6 a 26 - 29 -.- 30 31 4728 Zyi4fi 15 14 12 it 10 0-51w-41I2) 386 3x4= 3x4= 4x4_- sxs 2002M-2728 3E0_ 1-5-1g 6-7-613-1-1 16-2-7 � 19-4-0 27-7-0 2 I 1-5-1 5-1-10 6-5-11 ' 3-1-5 3-1-9 8-3-0--- Plate offsets Xi- 1:030,0Q7140 -120.1AI50440.2J, 6:0-44P1 21 17 0 1 H0:0-2d 02-1 21 111 61A 262-01115:02-1261-81116:0.2-40141- TOLL(r (psi) SPACING- 2-0L G51 DFFL TGLL Ind 35.0 in Ile) 9 00 PLATES GRIP S1ow(PoPg 1308/40,0 PlateGripDOL1.151TC O,S3 Va1(LL) A1910-11 >999 240 MRO 197I141 TOOL 10.0 Lumber DOL 115 BC 066 VertiTL) -041 10-11 >767 100 BCLL 00' Rep Stress Nv YES Wtl 096 HorzfTL) 0th 10 Na Na SCOL 100 Code IRC20061PpW7 (Went). Weight 16916 FT=1056 I LUMBER- TOP CHORD T22x42x4 No.2-Ex pt- TS L45PF 1651th 15E Max Uplift2)WIN ASCE 7-05.95mph.T60L-02pst.BCOL=5.0psll b=191.Cal.II Exp B. BOO CHORD 2x4 SPF Nn2 10 = 4]21LC 10) Partially.MWFRS Downse)gable end zone and CL Exleno42)DOD to 3-0-0, WEBS 2x4 SPF No 2"Except" 16 = -272WC 111 Inleilr(11 3-0-0 to 101-/,Esse r(2)101,1to mbers an IrteraP1)19b0 to 2454 zone. W10WJ,W4,W3V2,Wl 2x4 SPF Stud Max Gray show. rDIgM exposed CL for mempers aMblcesfl MVrFRSfor reactions WEDGE 10 = 1657(LC 24) show.Lumber 70L=1,E0 plate get DOL=I,W Left 240 SPF Stud 16 = 20021LC 25) BTCLL ASCE743 Prw50 ps1(mMlrva load Lumber DOL=115 Plate 00L=115). BRACING- Pg-000 psi(ground snow).14=90.0 pert(haat and snow Lumber DOL=1.15 Plate TOP CHORD FORCES. 11b)-Max Comp Mao.Ten.-Al forms 250(lb)or less except when Shown DOL=1 la15)nced snowtegory II.EW B, been E`W:GCr1-Lc51b0 Sbutloral wood sheathing directly applied or 3-2-10 oc purlins, except end verticals,and TOP CHORD 4)UMalarmsnow loads have been considered for this design. 2-0 oc purlins(5-2-9 max.):5-6,7-9. 24 -2050887,45=-162633256=-96]/328,6-7=1355/57, 5)114s truss has Ceeneeagretllwbmc bmmbinaLims,which ircLtle cases wAh SOT CHORD ]g-11H12606 reductions formuegkwncgirent lee loads. Rigid ceiling dreow aPolle4m4^ ccbraclrg BOT CHORD 7)P Ovide adequate drainage tos required water Pending- Rigid WEBS BCC CHORD 7)87)The sole section of the plate is requirto be placed over the splice lire al lolnl(¢15 1 Row at mdpt 9-105-17 ]-12610 11-12=255/1079.10-11=-17W725 9)Thistr¢)dµN been desichec�fforar a or m�ru¢2eagree mtaloaeWulbmnler. WESB 9)This truss bas desl9ned fora 100 pat Whom chord lie Icetl m�wnvurent wen REACTIONS. (Wsae) 4-15=-25699,410.=563/2105-14=74/492.5-12=-25995, aorny hiser leashas 10 = 1014M1edanical 642=127/495,742=528/70,7-11=-76 52 5 3,611=180/1058. 101-IDblrvss las ng 3-SOtall y1.0for a-0 ba]oh2 on Na Whlom chordd in all 16 - 1473/05-S (min 0.3-21 6184519380,2455-142/1447,2-16o-1899349 areas wMrearetlayk 3-6-0 tall by 1-0-0 uim will fit between the WNom chord and Max Hca any otherm members, fBCDL=10,0pa1, 16 = 3310_0 10) FATES- (17) 11)Refer to 9irtalsf for truss to truss connections. Max Uplift 1)This truss has been checked forunibnm roof live bad only,except as Need. 12)Provide metal plate or equivalent al beerier1010 su(pon reaction shorn. 10 = -27711C 10) 921Provide lbal connection(by others))of W buss to bearing plate capable of 16 = -2721LC 11) w abrdius i 1000 uplift at wolfs)except11-86)1637216#72 14)This Voss adesigned m2102accordance with the 2009 International Residential Continued on page 2 re oR502i.11.1 andR802102 and referenced Standard ANSVIPII. Job 1 Guy)Type - _ toy l'lr PEACHTREE[LOT 12 RIOGEVIEW ESTATES) Q1607193 IHS Roof Special 11 J 1 Jb Raferance. l°p 117MO O Y smrek n m' 25612016 Pae.). BUSS ennnaa, utalo=:Indiano,.nm M401151 IpZVypatllOYOT.SdABG2B0 yuNus_RGCZ�5OpFZa'Jgu2M]1na r rtAUbmVkhnTllMbNJfiH5v9yu61U NOttb {1 ) 15)"Senangal' pauabreaks with fined awls'member en IMy model was umalun lie anamms and,lampn of tau truss. 16)Graphical men representation dice not depict the sae or the 4renlalion of the pudn along the top and/or bottom clap 17}All platen 20 Gauge Unless NOG)) Job Truss Truss Type olv I Ply PEACHTREE]LOT 12 RIDGEVIEW ESTATES] 01607193 1911 Monopitch 1 1 - - ---- bob Reference pp eliongEngineering Corp.Lamndian orchard MP Ofl51i 600sDel]2015 M 25 ID.ZVyp tlIDYDT559AB@BOwI u8uszpOgTO]gL pKF_2RU OZO SP1✓MMhgmOmBe2YuBt S 6-0-9 12-3-0 _. _- -- - 6-09 6-2-7 � 7584-424 3x1 I Scale=1:51. a 4. 9& :I 11-543(0-140 9.M0',12 8 10 • 374/<- / f 6 a A m � 3X4 G9 8 2 0 • I ' 366 9 7 F 11 5 1x4 II 3x4—1-5-12 6-0-9 12 3-0 _ - -5-12 4-6-13 6-2-7 Pale Offsets(nv)--I1:030.66]4[20-112 0-1-8 130-9-12,0-16b la 0-2-00-1-0 L TCLL (psi) SPACING- 2-0-0 C51. DEFL TCLL(mol) 35.0 Plate Gnp DOL 115 TC a]] Vert(LL) -005 5-6 >999 00 MF20� 197/144 Snow TLDL%IP913afl1 apo Lumber DOL 115 8C 030 Vert(TL) -0.12 5-6 >999 180 BOLL p0 - Rep Stress Ina YES V9 060 ' Hoa(TL) -D.01 4 Na Na I BCUL 100 Code IRC2003/(P12907 (Matrix) Weight.62 lb FT=10% LUMBER- I TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Not FORCES. (16)-Ma.Cemptlax.Ten.-All forces 250(Ib)or less except when stovm. 7)•This a has been tleagrre0by 1-0-0 wide of 20 -nli the bedlam chard all WEBS 2x4 SPF Stud'Except' TOP CHORD areas a rectangle 365 tall byl115 wi111n Ec ... Me bottom cMtl aM aVu 2x4 SPF Not 25672/0,41461355 0)Refer members.with R s 0L russ.OpsL WEDGE ROT CHORD 8)Refer loneMlsl too tausblmss others) s. Left 2x4 SPF Stud 5-7�34N,56=217(388 9)Pmvga withstanding vl mmrrfm(bexcept 011b}4= 9 GbPg plate capa6601 BRACING WEBS )Thiscus 100 lb uplift at'amps)]except U200g98 TOP CHORD 35--493276,26=01437.2-7=1A750 10)This 850211 designed in2102 ancewlN the st International Resdental Code Structural weed sheath dimply applied a 6O-0oc pWire excepl end verticals sections R`Azn1 and R802 10 referencederm act fixity modPn. ROT CHORD NOTES- 113) 11'Sem Bdp 10 les wiMned teak'Member end fixity model was used in the Rigid ceilingOcc Th directly applied or 60bracltg. 1) mss has been checked for dorm roof live bad only except as noted. 12)Gap bend de lween inside Nlopschord basingvid first dagonal or vatcal web shall not 2)W'nd ASCE 7-05.95mph,TCOL42ps1,BCDL=5°psi,h= 9X,Cat.II.Exp B. ex N05O0in REACTIONS (b/see) partially.MWFRS(fox/ee)gable end zone and C-C Ederbr(2)0-0-0 t03D6, 13)All Plates 20 Gauge Unless Noted 529/Mechanical IMarb11)38O to 9-1-4,Exterior(2)9-1A to 12-1-4 zone.cantilever left and right Maxi Horz 749466 (min 0-1-8) exposed.C-C for members and faces&MWFRS for reactions shown.Lumber OOL=1,60 plate grip DOL=160 7 = 367(LC 11) 3)TCLL ASCE 7-05 P 350 per(roof live load Lumber DOL=1.15 Pate DOL=1 15). Max VplAI Pg=400 psi(uncured snow).%=308 pin(flat roof snow Lumber DOL=1.15 Pale 4 = -29811012) DOL=1.15),Category II.Exp B.Fatally Exp.Ch11 7 = -42(LC 11) 4)Unbalanced snow bads have been considered for N¢design. Max Gray 5)This Russ has been designed for basic load combinations.Awls include cases wily 4 - 638(LC 15) reductions for multiple moored live bads. 7 = 758)LC 2) 6)This truss has been designed for a 100 p9 Whom chord live had nmmrcnrent with any other Ove loads. I. int nws,./.y.fre Gp PN PERCNTREabit RiDGEVIEW ESTATES} "- -- Q1607193 MiG Roof Special Girder 1 n YF-leae,wauemut — - __.. 2 Ioe rte wet�4sxU Ip'WFl1p1DyoTY59Aac2s 1yu(It sv(P PGE aeRvuuJ p1 OVR10 uEPRFgThVt I eyuB 1 4-2-12 } 8-1-2 12-3-0 ° 4-2-12 3-10.6 41-14 -- 1,6x4 I Scale=136. 5 47 0.0011'T1. 3x60 4 // c 411 + A \ ` . 1 77 ell 2 ilIL_ou i�. I I. '" acf ,e11 12 13 1 ,ass 6� szi° 4 7- Lusts 1US26 3x4 7:. LUS26 Ora= TIASL28 ws2s LUS26 1-5-14_ 8-1-2 12-3-0 Ptat Osets xv;-MO- 20-1-05a1120-al. -._. . 6-7-6 4-1-14 LOADING(pee _. _. ... . __ _. ( TOLL hoop 350 SPACING- 2-0-0 - --- _ DELL in Mc) Weft 240 SnowlPVP9)3Q&t6B PHkbl{i tis TC 020 Ve (TL) -003 ]E >YA PIAICi, GRIP TOOL 100 Lumber DOL 115MI. 19711- BOLL. Rep Stress lrtr NO 6O 020 Ven(TL A05 Yvy >�9 160 WB 032 Hornell} OW 6 Na Na BCPL 10.0 Code IRC]DW?PI?D9] IMelra0 .__— Wai9R.151 lb FT-10% TOP CHORD 2x4 SPF No.2 --. ___ -.. BOT CHORD 2x6 SPF ISSOF 1 SE FORCES, (lb) Mex.Comp./Max.Ten- ]Thls ee M1as been We WEBS 2w1 SPF SW•Er gPNI forces (Ib or lessexreln when gretllp lnsq had Wmtrhufpl¢,M MyEe MMswiM IPA.2x.4 SPE No TOP CHORD 8)1 Loss PCs Exen ffiINa GaR. BRACING 1-2=-118/165,2-.3.-450:217,3.4-e-942132 8�'aeforato.o pal bottom tlgttllhebgtlranmlrnJlent with BOT CHORD TOP CHORD14=-i 121r12,]31=-000/0.0 6-7-200/P92 any other live loads. Stucueo wood sheathing ire aI*tdorsao ocprulhs except end cecina WEBS Y2801692 any91' emenis if usn naz 0.m designed Mraliva WtlM20.opsf on lne ppllpn Owtlln al 'SOTCt m areaswhere ate^Payk;;64fan by Xaa c*ms a between X(wyp:m[}gp and Rbgid4-7�eblta2,4.6a-12]5310,3-6=-677/0 sty met members,wet BCDL=1q f VVEB ming Mcply eppAetlor6M wtlraupg. 10)Refer to pPtlers for Wsstotmde rredons. NOTES (18) 1tl Provide m hanbal Conwectbn l dM1en of tee's to bea Row almltlpt % t)2 busE toei neefed W{IISIaItIIy X COO nc ) eM3 Plate eyatrbN W rogererwm lmlP 92SkJ)n'a,9asfpbw5 up'fl arsines)mmpt 9bro)6 M2,6V4e REACTIONS. andniEe) TOpc ds ma`.a[YW asfoIb be-t row al 0-9-0 cc 1211Na R502 11 RexvN3n refers ?gNMterretiolW RflspknW(C� 6 1532MeEngnlral Bottom chords conned as follows.2vG.2 roes staggered at 0.9-0 oc. 1 )sesRSo:!.111 and 0.682.102oM referencedrend standard AN6VIFl1. B • s25]A.BA (min 6lEj Wwscalnede]as follows 2N4-1 row al 0-9-0 on 191'5emd d PndLreaks wan hxpl feels"Member elWeMY modelwas used In the Man aAlllo ya�wnsmeledaqIvalhaaWwmaup[e¢exmEpamrce astrcrv(gnr Larnothrseone lticesgndmm wSE. 8 = aaa(lc rdt back(RI�f Ina LOAD CAWS',secscstm.PN to pry co e:eons Nave been Pm4gm 1'G Use Simpson srcnri¢TYAsue p&24 Swed Lett ocen oakm a 22a from MarWp.Bl to tlisi6 only Wide noted (F) P.finless otherwiseiq Ealet the weend Im¢s(eo)C.11(1 dN 2a SPF)to rryM lace of MAom tJtortl, 6 c ✓y12Qy 111 3)This s has been cbeye forn roof t load N. pt led IskewedS)Use 18 4Simpson fklaS tlalefl sl oping oA e0.dw8. 8 1 �342(LC I(n 4)Wod ASCE]fU_Yioph.TGDL 92j+ 6CoL Opsf RtBIt Cat Nf&s& 161Usa5sP Sat O LVB%l 1MGWn 3f➢d Tess ylplo PNGR@(jm Man Gem Paean y,,NMPRS(bwme)9abt anhw tett and o selmeao Linter e N npaca0xt 2aaas max I)to 42-4from pg lag aLLp 12-1410 6 1Y411LC 19) OOL=160 plate or DOL=1$1 mvedteue(p;)M2(1 PM 224 SPE)to front Mm of bottom dwell. 10)rig ail nail les%Awe Penn/en in sipoet nto load Lumbar B x 1285LCY P9-00Ppsi(9wntl5)TCLL ASCE 7-05,nanow),M5.0 P30B osii(Mai rrminwLulumbar 00L=1,15Plate 001=1 1)I VyPRNINf::0TM 1oIkmMpdalvpeY f2-7-S lY apPli.M end lanMb OO=1.IS),Capp,Y4 Enp 0:Pansy Exo.:Ct-I.1 10)Alw9ua:THAS4 onficry Ales art-iASmtickq e-d yaurKKrc 6)Unbalanced snow loads hove been cgl9xkredlorthis desigl, 181M Plates 206 ye Unless Noted Jae ss Type _.. Dry Iair PEALHTREE[LOT 13 RIOGEWEW ESTATES] 01507193 M2 Jack-Closed 1 • _ __ J RelveeeJp 1 Truss.E 9 enn9 Cory.,IndianOrchard.MA 01151 - - 6404 Obi]2015T usineeInc i 361325542016 Gage l': 1O2Vypa111 DV0T559A8C2B0w1yuBus-PO 09V16AxBs6Jtl1W16E06VD1o1Mp94VIVJUyuBIR 4-1-7 F- _-___--. 4-1-7 _. ___. 4-0.8 _ -.1i 1.5x4 II Scale=1:14.9 3 3.00[12 7 4x4_- I 2 W B WV W1 -- - W-2 Iv 1 ` B1 2.5x4= 5 . — _- 4 b1_h1NJ 372W-986 2x4 U 3x4= 0-5910-1-8) �. 1-5-12 I— 8-1-8 1-5-1252m-1746- 6-7-12 -. -I ;LOADOnG (S(*r)= lzoaabza) _ LOADING(par) SPACING 2L0 CSI. GEFLin (lac) Udell LIcl d4-5 PLATES GRIP TCLL1�1 360 PWIe Gripi 4LLl DOL 115 TO 0,35 Ve .07 >999 240 MRC 141/144 Snow(Pl/Pg)30Hr40.0 Lumber DOL 1.15 BC 037 Ven( BC80 DLL 00 't 10 0 Rep SIress ma YES WO 024 H&z(TL) 0011 4-51 4 0/4 Na92 Wa BCDL 100 Com IRC2009/IP12007 (Matra, Weight 29 lb FT=10% LUMBER. TOP CHORD 2x4 SPF No.z SOT CHORD 2x4 APF No z TOP CHORD areas truss has been designed fora We load W 200Ps1 on the bottom Word in all BRACING-WEBS 0/4 APF Stud 1.2,495254 areashr eabess. 360 tall by idD wide will In between Me bottom chord and 1-5 CHORD any other members. TOP CHORD f/FEES 39Q 4d=2B&A2 9)RHam glMen+lwiwamwvafon connections Blnlmal wo0d sheathing drtMl•applwH«6dd oc pais, except end vends WEBS 9)Pmvlce mdimmtalmmetlmn{by nlnxa)olwssbbeabg plate capable al ROT CHORD 2s=-S99/J00,2-5=820/613 w8relemna Ia0migne inaooa)4ncew 614b)x=134_ Rigid colli g directly applied or 6-0-0 oc bracing 10)TMs R50 isdesignedl end R802I 2 accordance wnmMZIX6 standard S V1 ReylCemlm co0e NOTES- sh ns R502111 all R802102 and referenced standard ANSYIP l 1. t REACOONS. (INsrze) 1)1M5 buss has been checked for unnnrm roof live load only.except 12 tplatga pnnneraaLI wan lose heal6'MembereMBxily model was used in Pe �nmad anaysls and design m the buss 4 = 328'M hanca1 2)%Mod.ASCE 7.05,95mph.TCDL=42ps1.BCDL=S Opsl h=19b,Cat R Exp Bl 12)611 plates 20 Gauge Unless Noted Max Hon 482M543 {min.0.19) Papally,MWER$(Mmnse)gableendzone aMOL 2 zone 2)OdO to 3DO ,menu(D3-O to 343-13.Extedwrces&M3f7-11-12 zone.cantilever left and VII 5 98(LC 9) exposed C-C for memMs and'Forces S.MWFRS Tor reactions MINN,Lumber Max NMI 3)DOL=1TCLV 60 plate gnp DOL=160 4 = 981L69) 3)TCLh ASCE 7-05now), =psl 300(roof psi live load Umber DOL=1.15 Nal@ DOL=1154 5 134(LC 9) Pg=M.O pst(ground snow).%=30.8 pA al foal snowLumber DOL=1.15 Plate • Max Gray DOL=1.1511 Category IIExp B.Radially Exp.,ct=11 4 = 3)2(LC 15) 4)Unbarreed snow loads have been considered for this design 5 = 522(LC 7) 5)This.truss has been designed for basic combinations.which include cases win WPCEs p- eeupwns for multiple designed ire loads. ( ) Max.Comp 250(lb)or less except vrllm Shown. 6)This truss has been desg d for a 100 Pal bottom chord IP,ie load norcawrrera who TOP CHORD my other five Inds. -2=385/254 [ .,Job Tnus Truss Tyne I Oh Ply —1PEACHTREE[LOT 12 RIDGEVIEW ESTATES? Q1607193 M3 IMonopitch bussEn9neenn9 Corp. Indian Orchard,MA 01151 -- --- - ele_rerce(op - 11 Oct 7'ID15Mirek ry exInc Y AA 5 16 Pape 1 ID N6x1 ypatlIDYDT559AeC2Bgwly BuslCVbu4V32UICpbNgyeR FwUbgMezEkFlzwyuC@ 5-0-3 9-11-0 _1011-0 5-0-8 4-10-13 r 1-0-0 3x4:- 4 Scale=1:103 SC 1a I 3.00112 363#/.64# 95510-272 I ' J6M-11M 15x4 a Da.610-1a1 9 10 05-8(0-1-8) e • 9 W3 Wl Ir 1 -- / • idh. . 2sx4— _. V s 3x8 H -63x4— 1x411 14-12 8-1-12 9-11-0 1-4-12 6-9-0 -- 1-9-4 ' Plate Offsets(%Y)-1100-200101,[10-24 Edoe1 - -- LOAMNG(Fgf) SPACING- 2- 0 CR. PEEL TOLL( 3S0 in (lVOafl Ltd PLATMT2O GRIP %IP9130a4Q0 Plate Grip DOL 115 TC 050 Vert(LL) AIE 13 >263 240 MTN) 1021140 TCDL 100 Lumbar 00L 115 BC 052 Vr11TL1 -031 1E >305 160 BBCLLCDL OD' Rep Stress Ina- YESI yMB 025 Horz(TL) 001 6 Na Na BOOL 100 CoIRC2039/ 2 i (Marra) Weigh.35b FT=10% LUMBER- TOP CHORD 2x4 SPF No 2 ROT CHORD 2x4 SPF No Max Gray 6)This Truss has been designed'lora 10.0 psi WXom tlwrd live load normnruereN with V885 2x4 SPE Stud 1 - 353(LC 2) any other live bads WEDGE 2)'This truss has Cam designed for a live bad of 200ps1 on the ballamtllyd in all Left 2sa SPF Stud FORCES. (1b) Max)-MCop/Max Ten.•M forces 250(bww ) less except when shn. teas wberearerm01e 3-S-0 tall byldOwidawl4lp between the bottom chord and TOP CHORD othermembers. TOP CHORD 1-2=5091105,2a-.2001351 8)Refer to greeds)for truss to truss connections Structural wood sheaths directly Wplietl«BOO ac pains except end veaysla BOT CHORD sldPmylud meshaMcel aomrllon my ulnare of buss to Peering glare®gable of SOT CHORD 1-6=-1P6/454 xlandng 100 a one al icings) except rit=b14=112 6=222 RICld ceiling directly applied or 1000 cc bracing. WEBS �edionsThis 5O is deslgRd mttmtdan rwerenceh the 2oo91dard AN International Residential Code 26-262/392,36=556286 11)Sas R502.11.1 and les 0102 and referenced standard ANSI/WI 1. REACTIONS (blsize) 11 I'SemkgrdsiMDreeks Mb Toed heels"Member end ruby model was used In he 5 )mi�aniral NOTES- b1z) analysis and design Me Unless 519659 (min.0-161 1)Ibis truss has been checked kr unnmm roof lye bad only,except as noted 1z1AO Plates 20 Gaups unless#Wed Max Hors 336epJ6 (mu.01AI 2)Van.ASCE 7-05.5mphTCDL=4zneend Extel n=191:Cat It Exp B. 1 parltal.MN/FRS dowsnsel gable end zone and C-C Exterior/2)0.1.12 61.12 to3-Ll2 MaxUflR forces& 130)LC 9) Inlef -0zone, 2 tocantilever10-104pL WO and exposedfor members P and rcesS W/PERS for reactions shows Lumber DOLs160 plate grip DOL=160 I4 = -112(LC 16) 3)TOLL ASCE 7-05,P350 psi(rod live load Lumber 003.115 Pbte DOL=115), ' 6 = .222(1.09) Pg=40, ( round snow).PI--308 pal(flat rod snow.Lumber DOL=115 Plate 1 - E15),4ILC 11) DOL=1. Category 11 Exp B:Parially Exp.;Cb 1.1 Max Gray 4)Unbalanced snow loads have been considered for this design. 38/LC 12) 5)This truss has been designed for bask bot mmblreellora,why etude eases vaG 6 = 956(LC 181 reductions.for multiple concurrent live loads Job Truss.are 0b7 'Ph L PEACHTREE]LOT 12 RIDGE EVIEW ESTATES] 1 01607193 1M3GE Monopitch Supported GableI. 1 I j i005-Referene(opoJ_Truss Engineering Corp..IndianOrchard,MA 01151 7 600 s Oct 7 9015 Maekld rres Inc T 26 1375502016 Page 1 D Nypad1 DYDT5S9AOCPB0 1y Bus-L03z5092 Bv6Rn094LBBRR 0 K9st6SO saMyuBIF� 9-11-0 -.- 10-11-0 5 9-11-0 1-0-0 • B Scale=1:17. 1.550 h 150 I 5 IAO 112 a - .. 150 Iii 15 y. ".I lJ I 1x01 10 a 2 "-Ti _-11, N L.----- 0 A 12 _ w1 q 11 ST3 di r ST2 6T1 P I io� " -e-7•7• •-•-•-•-•-•- -7•••-•-•-•-•-•- -•7 AAAAAt&as6s♦ .AAA•••• _ - •-A•A•• 10 9 8 2.550- 1x0 11 150 C 154 I' 1.554 11 • 1 -.. - --. _-. n (Mc VLell 1/a PLATES GNP LOADING(P50 SPACING- 2115 Ca . TEFL - - - 1 TOLL(rmC 35,0 Snow(%IPg)30.8/400 Plate Grp 00L 1,15 TC 042 Ven(LL 453 6 M 120 MT20 1W/1iC BTOOOLL 100 Rep Lumber1tress 01 115 BC 017 Ven(TL) -0.0 6 90 9CLL 00 ' SlYES WB 006 Ndz(TLI 000 Na Na W BOOL _- _-100• _- - Code IRC2009/IP12p3] (Matrix) 1 WegM 3310 FT=10% - _ — LUMBER. TOP CHORD 204 SPF No 2 NOTES BOT CHORD 2x4 SPF Not Iha 12)Provide 1 lb connection(by others)of truss to bearing plate capable of VVEBSOTHERS 200 SPF Not 1)This truss hasbeen.0596 checked for uniform roof live bad only.except as noted wMflatsng lW E uple atlonl(s)Lc 96 except 2W9I 10=157. OTHER$ 2x45PF Not 2)WSM.ASCE 7-0&96mph.TCOL=42pe 5000= 000.h=1 91I.Cat II,Erp B, 13)This boss is designed in R802 10.2 wM the 209 International Residential Code BRACING- partially,MN0-O lo gableendzone and CS Cwneh3)060 to 3-0-0, seggre R`A211.1 and R802102 and referenced standard ANSI/TPI 1, TOP CHORD Ederior12130-0157-11-0Camd(o)7-11-0to10-11-0 zone.canieverufl and right 14)"SemHlglO WM:reeks wM fixed heels"Member eM(My model was used151w Structural wood sheathing directly applied or 600 oc palms except end verlirals exposedCL to memhds and tortes&MWFR$br reatlons shown Lumber anshsss and design of this Wss, BOT CHORD DOT=1E0 plate grip 00L=1b0 1$)All Plates 20 Gauge Unless Noted RIO ceiling directly applied or 1045 oc bredlq 3) deslgnetl for wind badsSta in!he 1planeydus theGa leonly. For studs exposed to wind(normal to the face),see standard I dustyGabl End Details as eppbcable,or REACTORS.xHoc All Ceahtgs 5114 consult qualfiied Pr women as per AN$YTPI 1 (Ib)-Maz Horz 4)TOLL:ASCE 7-05,Po=350 PA.8(roof pet(fl bap Lumber uOL=116 Plate DOL=115). Max U liC 9) DOL I Ipsi(Pound snow),Ph-308 psi0kt roof snow Lumber DOL=f 15 Plate Max UpIAt DOL=1.15),Category II,Exp S.PartiaNy Exp:CR-1.1 5All upIM 1000 O or less at joint(s)1.7.B.El ex2gl 6)Uhistru unbalancedloads have Eeen consldddlldthi5 tlesign A(LC 9) 6)This truss has been designed for greeter of min root live bat of 120 psor 1,05 times MaxMy Gray Ibl roof load of 308 psi on overhangs nmoamrtrem wM other live loads. All reactions 250 lb d less alpings)t 7,9.8 except7)This truss has been designed for basic bad combinations.Wm&iMue cases with 10093(LC 2) reductions for muclple concurrent live bads, 8)Gable requires cornmnus bottom Wd bearing. FORCES. (b)"Max.Comp wax Ww Ten.�All forces 250(Ib)or less except an sen. 9)Gable studs spaced al2DOm WEBS 10)This truss has been designed ler a 100 psf bottom chord live load rwnaoncurrml 210=-068318 with any other live bads. 11)'This truss has been tall designed to a live bad of 20 0ps1 on the bottom chord in a9 areas wMe a rectangle 3-6-0 by 1-0-0 wide woo fre and between file bottom chord any other members Joe `°Type ION Ply 'PEACHTREE[LOT 12 RIOGEVIEW ESTATES] 0iI1607193 IMHI Half Hip �1 l 1 J ee ejop )Too Engineering IndianO 01151 6 s Oct 7201MiTek 5 Industries. ns TJul 28 1 57 2016 Pa $a 1 ID Jypad1DYDT559ABC2BOw1 uBus pbOLJm4BP5J Ib cMlgbu9DmaasFcnzLPeyrpo 5-0-11 9-11-12 15-9-0 21-6-0 27-7-0 -5-0-11 4-11-1 5-9-4 5-9-4 6-0-12 3 x6 ]M 3x10 M185145_ 3x4 II Scale=1:44.7 4 Z'T 7224— w _60. T _w T3 --- 9.00112 z V /i '1>l,r, 4x42 16 .77 j, Ws / WS 5-6 q s w • 1.5x4 I1 14 \ / 2 a6�h�11I� 2 - R4�a ]x6 II AR 12 18 11 19 10 20 21 19958392# 13 9 )x4= 3x6 ]a4 5x6 05618-12) 1-57-7P21-370N 9-11-12 18-7-10 27-7-0 1-5-12 8-6 0 _.. I Plate Onsets ix Yt ll 0-3-0 0-0-7Ia F7L 0-5-12,w 121[8 0-240-14419 Edf ±0-212L 0_1 HO -81 113'0-1-100-1.91 8-7-14 8-11-6 LOADING1ps0 SPACING- 2dO -_ - -. . _ _. TCLL(mi) 350 C51. DEFL in 9-IC Ynell LA PLATES GRIP Snow(WIPO)30,8(40.0 Cum Grip DOL 115 TC 1192 Vert(LL 0919 310 > 240 MlBS 1x4(144 TCDL 100 Lumber DOL 1.15 BC 092 VerETL) Il43 9-10 >723a 1x4 M1 BSH6 1971141 BCLL p0' Rep Stress by YES WB 0.95 Harz(TL) OW 9 Na Na BCDL 10,0 COY IRC20SNPR0]] (Matrix) Weight 13]N FT=10% LUMBER- TOP CHORD 2x4 SPF Not ' 5)This Ouse has been designed forbasichad com0lwlbns which cases with BOL CHORD 2x4 SPF Not Max Gray WEBS 2s4 SPF Stud Except' 13 1771)LC 19) roiiombrmuAlplemncurtenl five a VJS 2x4 SPF No. e 61 Pmvbte adequate drainage b preventntwwater POMng. WEDGE FORCES. Oh)-Max Comp./Max Ten.-Al forces 250pb)or less oempt When shown. ])All plates are MT20 plates unless otherwise ed. Lefl 2.4 SPF Stud TOP CHORD 8) htruss has been designedfora 100 psf bottom chord Pie load mmnnoment wet BRACING- 3-0=-1645/330,45-1270/330.5 1440262,8g�A10 any other live loads. TOP CHORD BOT CHORD 9)'This buss has been designed a live baaw 20,tysf on the bottom tlladIn all Structural wood sheathing directly applied or 3-11-oc puss,except end vertical and 12-13=4451111,10-1232/1604.9-10.205(1205 areaswincenearetlarg6360ta'I by 1AUwiea wllPobeMem the Whom chord and • 2d-0oc Ruins(220 max)4-8. WBS anYolMmemtm,with BCDL tri truss BOT CHORD 4-12-24(479,51253(166 5-10=-070(201,61�97O1 B, ii)RMerlo 9iMe4al for truss to4he5oometl(s) Rgid®ilsg dlredly applied or 2-2-0oc bracieg. 69-1253f4D,3-13=1634324.2-13aS4T79 11)Provlh mesal paleor ot al Ce rs)of)910 sugwdreplate capable WEBS 12)Rovlee mel teleal connection(by Mhas)0i truss.1 basug Plate capable of 1 Row al midpt 5-9,5-12,5-1469 NOTES. 116) wahelarMirg 1036 uyJMal pelts)exceptSHO)2co9l id�1]B 1)T115 Was has been checked fix umber roof live leadenly.except as noted 133))This buss is designed b accordance with the 2009 lNrdANsll Rendentiel Code REACTIONS. (lb/size) 2)bland ASCE]A5.95mph,,TLOl=42psl BCDL=50psI Ic19N,Cal.II.Exp B. sections R50211,1 and R802102 and referenced standard ANSIFP l 1. 9 = 1314SMepehral Radially.MVWRS(bw-nse)gable end zone and CC Exta'ior(2)oasto 300, 141 Semici9dpiltlhgeaNs with fixed Ydreli'MemEereM(ixAy andel was used in IM 13 = 1473AMd (nun 0-2-12) Intenw(l)300 to 5813,Exterior(2)5-8-13 to 9-11-12,InMm(1)14211 to 245-0 15)Graphical dasgnolteis Wes. Max Horzzone.cantilever klla,nght exposed.C-C for members and forces S.MWFRS for alongGethe lop rghr®bettors does not depict let swwllre crknlMgn of the 13 = 312(LC 11) reactions shown.Lumber DOL=1,60 plate qip 0OL=160 16)APullinll Plalesh20G ugeandUnor Non chord Max son 3)TCLL Asa 7-05.Pr-35.0 psi(roof five load Lumber DOL=1.15 Plate DOL=1.15): 1fi)NI Plates 20 Gauje Unless Noted 392(LC 9) Pg=400 psf(ground snow),PH3I5 pA(flat roof snow Lumber DOL=115 Plate 13 270(LC II) DOL=1 15),Category II,Exp B.Plly Exp.,Ct=1,1,LL L'•• Max Gray 4)Unbalanced snow loads have beenGeral for this design. L9 = 1295(1018) Job - -- T-- -- ss Tyne I0t8 PH PEACHTREE(LOT 12 RIDGEVIEW ESTATES] 01607193 MH2 (Map Hip 1 1 Truss Egreenn9 Lwp.. fJ Orchard.MA 01151 -- - --- _ _bPehrenr¢leP_ 640SOn]3016 RdLlwOGV f yg g81d6 13 ZePw50 018 Page 1 yuBt IO:ZVypatlIDYDT559AeCPBOxlyul3us-H27-7BpAPRtlLWOGV01G4YgNg8ltlZePwlTy6yuBtN 4-3-6• 8-5-1 14-8-9 _. _ - 21-0-0 27-7-0 4-3-6 I 4-1-11 - --- - 6-3-8 6-3-8 6-7-0 { 1. 5x9-- 1x9 z 7x6 - 3x10 M19SHS-- 49x4 1 Scale=1:39.2 64 Ifs,.]17 �S— Ar2 fXl_ L'a 6 i -61 TI >Cm 251 ---- i l /f)7`\ 1 G:I 9.00112 .8"..V727171 // 484 808 1117 076 W5 SP S • \ - 4 tsars 11 z S 1 JXS II - - 19 11 10 211 21 2045M/409M 13 12 9 -- J6- 3xd- 3x4- 3x85x81111185H5- 0-58(0-2-10) 1-54,-283# 8-5-1 17-10-5 27-7-0 '1-5121 6-11-5 1 953 m 9-811 _.. r Plate ORsets1X8C}1-16300-6721465120-1-1211BEOoe03S I9Ebge02l21,113:0-1-120101 1 LOADING(ps0 TCL),ImdI 350 1 SPAC11 2115 CSL OEFL In (km) V9eLid PLATES GRIP Plate Gty DOL 1.15 TC OB] V (LL) -0201612 >9999 240 M120 197/144 Snow(%IPB)36,b4U.0 Lumber DOL 1.15 BC 079 V IRA 150 9.10 8625 180 M185HS 197/144 TOOL 160 Rep stress lm YES WB 088 H rz(R) 0.07 9 Na Na BLL), Code IRC2803/IP12697 (Matrix) Neigh 1281b FT=10% BCDL 100 LUMBER- TOP CHORD 2x4 SPF Not Except' 31 TOLL ASCE 7-05,Pc35,O pd(roof live load Lumber DOL=115 Plate DOL=1.15), T2 2x4 SPF 1650F 15E Max Up)B BOTCHOR02c4 SPF Not'Eager 13 = -289(LC 11) P¢4RD psl lgtmM snow),P.'A,O psf(flat roof snow Lumbar DOL=115 Plate B2 2x4 SPF 1650E 15E Max Gray WL=115) snow II,bads Exp B.Partially Exp.;CI=1.1,Lu=5660 WEBS 2x4 SPF Stud£xtept- 9 = 20450.0 18) 4)unbalancedsnow ds have been considered for Mu design. N5'2x4 SPF Not 13 = 16541.10 19) 5)misln¢s has been designed for bask bad combinations,Mkiu include cases with WEDGE 6)Proreductono mrmultiple da,nrwenl livnee loadsnt* Left 2x4 SPF Stud FORCES. 910)-Max Comp./Max.Ten.-Al) orces 250(Io)or less except when shame 6)Provide adequate1arelre¢Wess of soler poMn9 BRACING TOP CHORD 0)All plebes are MT20 plates unless a lOO se indicated. TOP CHORD 3-4 -177704445=-1397/33356=-1025335.69=-40)1120 Bl This truss has hrentksgreo/ora lUOeelOMan Wtllereba]rwlwtwulreM wM Structural wood sheathing directly applied or 4-2-1 o¢purlins, except end verticals.and BOT CHORD any•elhePuss has 2-0-0 ospudins(4-2-11 max.).4-S 12-13=-407/1114.10-129-39&1992,9.10=324/155] 91 This nasR ntles Cneelwalrve baldZO.�sl between bottom chord in all BOT CHORD WEBS amyother rearectangle 360 tall by 111 wide w111 fit between the bottom rlwtl and Rigid ceiling directly apple&or 601 oc bracig. 312=73/379.4-12=16/5345-12-05372235-10--3881182, 10)Refermenbds,wAh BLD),=fOCpA WEBS 61�62/d269-2183/4593-13=169361282-13-2991135 11)Raferle metalgirde5)borequivalentr goes to mn¢tllonc 1 Row al midpt 54269 111 Provide metal plate or equivalent at dearing(s)910 support reaction show . NOTES- (16 12)Prondemxn2 fal connection(b)plars)d truss to Maung plate capable of REACTORS. (Y4sde) I)This truss has been checked for untonm roof live bad only.except as noled 13)This 100E uplift at jerks)except gist)99409,13=263. 9 = 1314riledanrel 2)Wne:ASCE 7-0695mph TCO),=42pst BODL=Styd:fsl 9n;Cal.II,Exp B. 3This buss is MsgdR in accordance w4/the 2W9InternationalResidential code 13 = 14733/456 (m1n 0-2-10) Pm/rally,MYERS(brrlee)gable end zone and CC Enwor)2)060 to 3-0-0, s ore R5gld put and R8112101ahnd rekrawdsMMartl ANBV1Pwa Max Hors Interla(1)SOCb4290,EMe(xv(2)4-2-0 to 8S1,IMerbr(1)12&010245-0 IDno. 14)"Said s nottaks jus$lh heels"hHmbareMlixity mcdel bap usud in he 13 = 2]4(1C 11) canNlMnrer left and n9M exposed CC for members and forms d MV/£RS tar reaclCns analysts aMudsgndN6 truss Max UpliM1 shown.Lumber OOL=1(A plate grip OOL=1� 15)Gyhvdpuln represeMatbn does not depict lire size or the menld of the 9 5 -009 LC 9) puhinalongte top and/or bottom chord ted 16)Al Plates 20 Gauge Unless Noted Tru:: T Job :Type--- -natl. -PN PEACHTREE[LOT 12 RIDGENEW ESTATES] 0160]193 MHJ 1HaH Hip 1 1 Iru Engineering corp.Indiano ;e.Ma 01151 - —.. o6axrenr¢top G-_ -. _.. -__.. ]WOsan]zms xneun/sInc799RZ]:m2019 Page IO:rvypedlproT5S9ABCPB0w1yuBus-m3sp9m5wc8q7Mpr2dUekOl9Znxh6dlyu3s l, 3-6-1 6-10-7 11-10-13 17-0-15 22-3-2 27-7-0 3-6-1 3-4-6 I _--- 5-0-6 5-2-2 5-2-2 _- I 5-3-14 -I Scale=1:362 575 1.4 II 3x8 3x4 1x4 11 4x6 4 r 877918 X 19 5-324 i2 D4 PS/76 'k [..,18 X1 T31 5-'2 _ 9.00 12 / 4x4.-.C., j 005 y• f T._ Y46 WI 2 H � H-131 m 15 14 3.6 22 2313 12 24 11 25 2084#/-422N 1610 • 3x6= 3x4 4x9 - JM= 1x4 I I 5x6= 378 M18511511 052(0-2-11) 17190/-292. 6-10-7 _ -I11-10-13 _ I_ 17-0-15 _ I_ _ 22-3-2 _ _ _27-7-0 _ _i 6-10-7 5-0-6 5-2-2 5-2-2 - 5-3-14 Plate Offsets(nv)-H:oao oa71 14waa.1nz1.19:o-20-1-81 a a-2 110-2-0I - _- —: . L ADING(P50 TOOLLL(roc4) 350 SPACING- 280 G51. OEfL in (lac) Well VE MT2O GRIP SowIPINg)388/400 Plate Grip DOL 115 TC 0.79 Vat{LL) -),9312-14 >999 240 M]20 197/144 TCDL 100 Lumber 1.15 BC 061 Vel[TLI 82112-14 >999 180Ml BSHS 197/144 6CLL 00' Rep Stress bur YES W8 055 HomLR) 007 10 Na Na BOOL Code lR o cza03?vIZIXl7 (Marro) 1 • weight 136th FT=10% WMBER- __ _. _ —_ • 1 TOP CHORD 2e4 BPF M,2 3)TOLL ASCE 7-045,Pr=3519 psf(roof pve load Lumber VOL-1.15 Kale DOL=1.15), BOT CHORD 2x4 SPF No2 Max Gray WEBS 2x4 SPF Stud'Except* 16 = I719(LO 18) DOL=11pst laro ,ry PfO08 psf(flat roof snow Lumber OOL=1.15 Plate [A5 2a4 SPF Not 4)Unbalan Calegary II Exp B.Penally 601 c1=11.Lues n WEDGE FORCES. Ild)-Mac Comp.4au Ten.-NI forces 250(lib)unless except when shown. 4)Unbalanced snow bads have been considered for his de gn Le11.2s4WE Skid TOP CHORD 5)±ic Fuss has been designed(u ocher bad combinations.wMtlllrcliNe resew#/ BRACING- 3-0--09'64350,4-5-2369I4fA,S- =-236]/469,66=-tf60335, ons to multiple concurrent live loads. TOP CHORD 84v1Y-0'335.310-2032/4427)All 8)Provide adequatedrainagebunlels othl wafer patlbg. SLuctural wood sheathing direcily applied or 4-2-9 oc punine, except and verres's,and BOT CHORD 8)The ve been(Axles edbralMrwaebottrd 2-0-0cc purlins 2-10-10 max)4-9 15-165311053,14-15--3304148812-14 832411, any of tmsshoads Been designed bra 100psf bet=chord live bard rcncav'vnant with SOT CHORD 11412=-483/2411 any ulnar live l Rigid ceiling fixedly applied or 6-0-0 ccbracirg. WEBS 9l'This muss has been 3-6-0 tall for a Ne bad of 200psf enlh°Milan chord in all WEBS 3-157-09/555.4-15=.253/117,4-14-281/12B9.5-14=795243, areas Mae a tubers,gb 360tall bylBC wide willPoLelWeen the WdpndMtlarH 1 Row at mldpl 9-106-11 6.11=1086214.B-11=824/251,9-11-47623fA. eMotnar menthes,wNh Bes tLo loops/_ 3-0Fc-1]81942 10)Refer la mets plate)tequivalentiv truss connections. REACTIONS (WSrae) 11)Provide metal o at bearing(s)10 to support reaction 10 = 19141Wedlm�l NOTES- (161 12)Providemecanialconre]bn(by ohers)of truss to bearing plate capable of 16 = 1473/058 (min 0-2-11) 1)This truss has been checked for endow'roof live bard onf,except as noted w)Thiskre lOJbugm et[rills)except QHdI1P-022.International Max Hae 2)Wind ASCE 7-0s 95mph TOOL-<.zpsf SCOL=s Opsf n=19N,cat II,6p s. 133)) n0-buss 01.1 designed in accordance with the 2009 InternallmW Residential Code 234(LC 11) penally,MWFRS(low-rise)gable end zone and LL ENeow(2)080 to 11-15, ons R50$]1.10-N R802 10.2 and is MemberstmMad AN51/IPIL 16 141'6emrndd psCMeaks woo fixedt is' fly modelwas used m the Max Ul41P Intenc )111-SIo24S4 ndMv(2)2454102754 zone,cmlMver MN and rg111 of this lns. 0 = -022(LC 9) exposed C-Cfmembers and faces 8 MVrFRS IN reactions shoLumbarLumbanefysin rd design ins s. 15)Graphicalpu1 representation does not depot the sae or the Onentaoo of the 16 = _292(Lc 11) OOL=100 platee gds DOL=100 la4neb IM1 W bottom d.. Mae Gray 16)All Plates20(3aug Unless Noted 10 = 2084(LC18) Job - --- -Toss Too Type IOM )ply 'I PEACHTREE[LOT 12RIDGEVIEW ESTATES) -- O1fi0719J MH4 Half Hip Girder -- - 1 2'• Reference --7 640Yuoal 7 201 industnes nc� 3:28272016 Page Trus Engiieeeng Corp IndianOrchard MA 01151 _--_-_• ,_._.I i� _1 l 240-1 5-3-12 97-7 14-0-14 18-6-6 __ 22_11-13 ___277-0 _.____ OzvypaamyDT559A8C2Row1 Das Osnz z Haeou rvlz VDFGu4nyRBN3L08 uRrz 2-10-1 2-5-11 4-3-11 45-7 I 4-5-7 4-5-7 4-7-3 Scale=1.35.6 5,45_ 1x4 II 328" 1x4 • 3x4--_. 4x9 2x4 I` 4 19 J v _ . DC 6 sJ' 9 - T.,;.....20 ') l LA1 —_ L`Q T2 6 121 L~1 4� - -i,v: 9.00i12 L. IL _. _ _. 4 �� j. 1.5x404 .W1 W W6 1 JAI II l ' Mel-- Oi _ L_ BcI C] r fIP 9 " illi Ilfl • 3x4- 1T 21 22 16 23 2415 2514 26 13 27 28 12 29 30 37114/-12518 18 LUS26 LUS26 526- LUS26 LUS26 LUS26 LUS26 11 61h= 3rd- 41.9 - 2x4 II 4x9- 2x4 11 676- THASR29 LUS26 LUS26 97526 LUS26 0-6810.2-10) 1u526 3386#/-11358 5-3-12 9-7-7 14-0-14 18-6-6 22-11-13 27-7-0 5-3-12 4-3-11 4-5-7 45-7 - - 4-5-7 _ 4-7 3 1 Plaie Offsets At)- 40.]120-1 21,01:0.10-4-41 116:03-0 62-01,118:03p0-601 - - -- - --- - -- - LOADING(PTD TOLL(Mel 35,011 SPMANG 2-0-0 C61, DEFL in (lac) .90LidI PLATES GRIP ' 9mw(P1)P9)3D.Bf400 Plate Grip DOL 1.15 TC 0,39 Ver(LL) A1513-15 .9 0 240 MMO 1971144 TOOL 100 Lumber DOL 115 BC M140 Vert(n) Il2d 1315 >9A* 100 BCLL Rep IRC2Cm NO (NIBMatra)0.87 Horz(TL) 006 11 Na Na BCDL 100 Code IRC2W3/IP@W) _ (MatlJ Wegbf 29516 FT=10% LUMBER. - _. TOP CHORD 2x4 SPF No 2 5)TCLL:ASCE 7Mi PP35.0 psi(roof live bad Lumber DOL=115 Plate DOL-115, BOT CHORD 2x6 SPF 1650E 1 SE TOP CHORDP99 - ) WEBS 2x4 SPF Stud 2�-3171132363693/131945-51580800,5 51501801, 00L 1ips11grnurd II Exp Padi30 8 p5111aExproolsmx Lumbo-DOL=1,15Plane BRACING 67=5423/18627AS4281862.10.11=-282186 DOL=1.156ed now loads been nsid C1=1,L Lu=`A00 TOP CHORD SOT CHORD 6)Unbalanced snow bads have G.mmrsiane]or hors design. Structural wood sheathing directly applaador6-0duc pug ins, except end veracals.and 17-18=7367184916V=-1068296215-16=-20715001, ] 1^N truss for been tlugne0lwbasbbatl mmbmalgns,which include cases with 2-00 oc purl ins(5-1-12 max).4-10. 13-15=2071.6101,12_-17-1193(348-611-129-1193/3430 IeAMadequate mumim to preventt Me loads. BOT CHORD WEBS B)Provide s drainage to water ponding, Rigid ceiling directly applied or 1060 oc bracing31]=530'14]8,tri]=- 9)any othef shas been designed br a 100 psf bottom chord 177e load mnrmmrertl with S-1GL462M,6-1S=-11$1370,6-159.2491874,613x91266 10) hatru bads, REACTIONS. lNshe) 7-136622/1K 413 162640,9.tY-26]O10 10)•11s truss has been designed for a live load d 2ton Me bottom chord el all 11 2911 Mrei 1aTli 411 ]211616,3aex,39511184,2-18 23142 areas where a rNangle 360 tall by 1-0-0 vide will#/between the Bolton chord and an31340-5-8 other members -Max Hors (mrt03-10) NOTES- (21) 11)Refer lo girdsplafor lmss to troumnnedlons 18 = 165(LC 23) 1)29bimss to be wmecled bgelherwN 1071(0.12(P73")naibasblbw 12)Provide meta)plate or equivalent at Mwirg(s)11 to support reactor shown Max UplfI Top chords[annealed as follows'2x4-l row at 0-90 oc. 13)Provide metliairalwnrevtbn excepby t &=lb)1 Wss 10 bearing Plate cable d 11 - .1251(LC 8) B01om chords mnneoed as follows 256-2 rows 9eggerel at 0-9-0oc wil'n'aMu'g 10ChuplM at 0thl(s)excepl6�b111=1261,18-1134 18 1135 LC B) µg05 wnriecletlulollows 2x4-l,swat 0.9-0w 141Tho Buss lstlugned in acwrdandr wM the 2009 InierAlrorel Rudedial Code Max Gray 2)All bads arecnsitlered epialb applied Nall pima except noted as(runt(F)Cr 1Mbrc R50211.1 ad R802102 and referenced siandmd ANSI/TRH,wa 3711(LC 17) beck(B)face In the LOAD CASE(S)secllcn.Ply to ply connections have been provided 15)"Sem and ddd pdtltbrealswXhilaed Meh"MwnMreMldAy model was used in the 11 = 33S(LC 17) toda distribute only loads noted (F) (0). les the Mcaled1 analysts Nlp l0 of thisss. 3)Thi hasbeen clreded for A roof bad hong,exceptas bled 0)Galon Ip R representation bolore does not depict lire size or the orientation of the .. FORCES. (0)-Max.Comp/Max.Ten.-Al forces 250(1E)or less excepl when show. 4)Po d ASCE 7-05 95mph,TLDL-03psf.BCDL SOpsln 19Ni Cat l[Exp B. Palin abypso the top nd beTmn chord. TOP CHORD partially,MWFRS(bw-ose)gable end zone:can lever left and nail exposed:Lumber 17)Use Simpson 5lronpT THASR29sses)C(23 to 45 Skewed F)RgMlwepv9ml a15a12 C$3-3�1323J=d69311319.4�5158/1W3,58�13L1801, DOL=160 plate gnp DOL=160 tom the 37.9 eMNwerigt loss(es)0-0 1do,M1 ply P4�Nbarkfew Wbapom chwrd, i-_m on pace2 skewed degk Na right sloping 00 deg.da'wl. Job _ ♦ o1 y TPEACHTREE[L0T 12 RIOGEVEW ESTATES ] P1667193 MIM Half Hp Girder Z Job"creme SO *Tr Engineering Corp Indian Orchard MA O1151 uBc 15 Industries Inc e Jul telasen 2016 Page IG:NypatlIDYDT559AeC4BOwyuBus-0Sh202H4BDURp1VIZwVUFGu<11yLBNOLOfiyuBR NOTES- (21) I9)Use Spmpaon SirorgTe WS26(4-10:1 Girder 3-10M Truss,Single Ply Girder)or equivalent spaced at oc max starting at 5-7-12 from the b11 end to 25-7-12Io 19) truss(es)05(1 ply 2x4m SPF)to dad laof bottom chord Fa all truss(es)nail holesµhere hanger is in mllatl with lumber. 20)WARNING The following banger are manually applied Mil tail due togeometric consperalwre:LUS26 on back lase al 5-7-12 from the left end 21)All Plates 20 Gauge Unless Noted Job 'cess 11-m:: GN r'Iv PEALHTREE[LOT I2 RIDGEVIEW ESTATES] 01607193 T1A Common J 1 !Jo ITm rgre np Com,(W Orchard MA 01151 hRe4ren h On]201 M TJul 261326'26 ham page ID Nypad I DYDT5SSABC2BOwl yuBus TAWOgtNNa''ze 23nvNuEP 8136IHBNO%M3FRddyuBsx 6-2-5 12-3-017-11-0 23-11-0 l -_ - - -__ .. _ _ 6-2-5 6-0-11 5-8-4 5-11-12 aa6 O Scale=1:55.q 14 9.0013 la VN516 6µq �� 3x10 / 5 m \ / / P 15x6 12 TT 10x12— 6 v 1 o I,_ all o 3x6 li 111 18 19 10 20 921 8 22 23 11 7 3x4- 3x4- 3x4— 05-840-2-3) 0-5-8(0-1-15) 13941N-281A 3µ 12215/-2224 1-5-128-10-5 16-2-15 23-11-0 5-1 7-4-9 7.1-9 7-8-1 tlale Oftsels lx 41-11 oa�Da71140_u 0_1w-1211ron]o-lal 16 Edge 0-2.01 _ _. _ _ LOADING(psl) SPACING- 2410 CSL DEFL - — _- TCLL(rml) 050 M (Md ede9 V0 PLATES GRIP Sww(MIP9)30a40U Plate Grip DOL 115 TC 0]s Val(LL) 4113 8-10 6999 0 I MRO 140 TOOL 100 Lumber DOI. 115 BC 053 Ved(TL) -021 8-10 6939 18 180 BOLL 00 ' Rep Scress hot YES WB 040 HorzITL) 05/ 7 Na Na BCOL 10,0 LNW Coyle J (Matrix) W6b_ -. _ - 1ghl 114FT=1o% _ LUMBER- TOP UMBERTOP CHORD 2x4 SPE Not 5)11ns Iruss las been designed for basic lar combinalons.which include cases with ROT CHORD 2x4 SPE No Max Cmv reductions for multiple concu mnl lwe loads. WEBS 264 SPF Skid"Except' 7 = 1221)LC 2) 6)leis Puss has been des for100 s/botlom chord live load nocnnnxrent with W4 V✓We 254 SPF Not other live loads 9^etla p WEDGE FORCES. (18)-Max Comp elacTen-All forces 25/(Ib)or less except when shown any puss has been desired for a live bad 0f 20,OPs'f on the bottom chord in all BRACING-2x4 8FF Stud TOP CHORD areas Mg as ere a reangle 3-6-0tallby 1-0-0YAWvawill M between the bottom chord and 3-0-1241/374,45=-1357(427,56--081/220,5-7=43982P any other members,with BLEW=100 f. TOP CHORD ROT CHORD 8)Provide mechanical connection(byW pa Struclurel woad sheathing directly applied or 3515 co purlins, except end vendee 10.11=216/9S161R54/729,7 15115/6 OPars=b)Ii 281-7222 plate capable of 60T CHORD WEBS x#bta4Arg 100 U aped an accordance yet Oteb)1 Inte7=R2 Rgid ceiling directly applied or 10dil op bracing 3-1R856Q94.0.1R31381417.0.'l=2056D35PG�263 9)This truss h designed in 2102aice who the 20091ntemalia¢I Residential conte 111=-128S'243,211=307235 S7--1072/121 ars R502111 and R802102 and referenced 51aMaNAN51/Iel wa RowB at mi0p1 311 5-7 ID)semens plaid-eats with fixed heels"Member end fWy model was used in Ihe NOTES- (11) analysis anddesign of this truss REACTNS. ((Nage) I)This'mss has been checkedfor unlmm root liveload oNy,except as noted 11)NI Males Gauge Unless Nole] p 11 = 1288/0.59 (men.0.23) 2)NAMASCE 7-05,95mph TCD1=42psI,BCDL=50psf h=19B:Cal_II,Exp 8l 7 = 1127M5- (min 07I-15) panlally,M✓v£RS(bw-0se)gable end zone and C-C Eslemr(2)000I031W Max Hors Inten031)3-0-0 lo 9-30,Eaemg2)-30161230,Intem(1)15301020-44 zone: ' 11 = 251(LC 10) cantilever left and nght exposed C-C for members and forms fl MWFRS for reactions Max UplIM1 own,Lumber BOL=160 Plate 11 6 -261 LC 11Piro oOL=1 60 ( P)T400ASCE7MnP=Uhpsi(f load snowau b=116=11 Pla7te Max -222(LC 12) DOL=1,1psf S) Ctegor snow)Ea P,Parhp9 Exp.roof snow Lumber DOL=1.15 Plate MGray 4OL7p$):Category Y II,ExpBI been cy Exp cP11 n = 1agyLc 2) 4)Unbalanced snow bees have been considered(or this design Joe ----- xs discs Type --.. . �Cb P N PEACHTREE[LOT I2RIDGEVIEW ESTATES] .Q1607193 T1B Common 2 �- 1J Reference mP TryEngineering ScrodInd Orchard. A 01151 ID640 Inc lthe Jul 26 d1 DVDT5SDABC2BDwI Eos-xMRmer? 5b2meyu 1 :ZVypa y LJSVKCezWok 75PTxBFlAN5svn5g0)??93yuBsv 6-2-512-3-0 17-8-8 23-5-8 _-_. -- 6-2-5 _ -- 6-0-11 5-5-8 5-9-0 axs- Scale=1:53.6 4 9.00,12 13� / 14 15 6 aero*p / 953x60 a 3x6 II 1.�rno II fl�c. 92 3s(y3 � 18 19 10 20 921 8 22 23 7 e TSea= 3x4= 3x4 - ma– 1-5-12 8-8-8 15-11-4 23-5-8 I 1-5-12 7-2-12 _ _ 7-2-12 7-64 _ _PU1a Othsels(XYJ-11_030667M44N 0-1-lnc50.1A,0.1-8316.03-06191 I]R2-1262-0) - - -- _ -- _ LOADING(PSI) SPACING- 290 L9 DEFL. in (lac) Edell Lid PLATES GRIP TOLL - B 350 oal) 40 0 PMle Grip DOL 1.15 TO 073 Va11LL) -012 &10 =998 240 MQC 197/144 • Snow(MWg)goBUX 100 Lumber 0OL 1.15 BC 0.54 Vencil) -019 8-10 +993 180 BCLL 00' Rep Stress!nu YES WB Oil • Horz(TL) 005 6 Na Na Bea100 CodeIRC20mTP12007 ( (Mains) WeIM111131b FT=10% — — _ LUMBER- TOP UMBER _. _ _. _ TOP CHORD 2s4 SPF Not BOT CHORD 2x0 SPF No 2 Mae Gray5)This truss has been destined for bast bad wm0lnalons,Mich include cases with WEBS 2x4 SPF Stud'Except' 11 14(LC 2) uo1pn51or multiple concurrent lNe bads VJ4,N5,Nth 2x4 SPF No2 6 yThis otrN use has been designed for a 100 psf bottom chord live bed mncpglrtenlwbh, ds WEDGE FORCES. (Ib)-Max Comp./Max.Ten.-PE forces 250(E)Dress except when atoms ar 7) melive has Leh 2x4 SPF Stu] TOP CHORD ]) sTa truss Leen designed fa-alive bad of 20,Opel on the bottom chord all BRACING- 3-0=1215373.45-1250/40856=-3481182.6-7=.&843 areazwlereabers,we30013laopsfl by ode vnllMOeNreenlhe NXomrYald aid TOP CHORD BOT CHORD any other members,wM BCD/=10 Cpsl Structural wood sheathing directly applied or 3-7-0 cc pudns, except end verticals. 16i1=219940.61857000,] 1441983 9)Provide Referto meCha)forousWW(b orbeubft, BOT CHORD WEBS 9PmademMrenmlmrcation(by Olpt =lb)i 210.Il 277 cable capable of ' Rigid ceiln diredly applies'or 1000 m Tracing. 3-08-25E235.5-1D-144/415,0.133-1891542.58=8471269, withstanding lW lb uplift at(omits)except 6210.11=P7. WEBS 3fl=-02(n35,2-11=JWR3]SI=-11211103 10)This truss Y designed In accordance w1111 the 2W31naerralbrel ResideMal Code 1 Row at might 311,5-7 - 11)'Ses P502.11.1 and 8802.102 and referenced standardA niboef 1. NOTES- (1d) 11)"Sem and pbdtreaks with fined heels"Member end fixity model was used in the REACTIONS (/size) 1)This truss has been Seaved for uniform roof live bed only.except as noted. analysis design insof ide thisf lrvu. 6 = 11MlMedanial 2)V1nd ASCE 7-05 95mph,TCDL=42psl BCDL-50psd 1c19h.CaL II.Exp B. 12)65/ 5001n. nsidedMpchwd bearinB�lirsldegorrk or vertical web shall not 11 = 1265/0-5-8 (mr.0-2-2) Partially,MWFRS(bwdm)gable end xau and C-0 Exte-ior(2)OOO b 3OO. ex DSWI2. Max Horx NIe/M(1)30O to 9-3-0.Extenor)2)•70 to 12-3-0 lnlerior(1)1530 to 20312 zone11A11 Plates 20 Gauge Unless Poled 11 = 254(LC 10) cantilever left and ONll exposed CC to members arforces&MWFRS forreadbn Max UpIM shown,Lumber OOL=160 plate gap DOL=1.60 6 = -215(LC 12) 3)TCLL ASCE 7-5:P 350 psf(roof live load.Lumber DOL-1.15 Plale DOL=1157 .. 11 = -277(LC 11) Pgc10 0 psi(ground snow).P1.30.8 psi(flat roof snow Lumber DOL=1.15 Plate Max Gray DOL=1 15),Category II,Exp B.Partially Exp.,Ct=11 6 1195(LC 2) 4)Unbalanced snow loads have been considered for this design Lee Truss !innsWoe Btu PN PEACHTREE[LOT 12 RIDGEVIEW ESTATES] ' 01607193 IT2 :Common 14 1 1 nob Rarta toptonell Bn20382016 Page 1 Tess Erg neenng Corp Indian Orchard vdo115i _-_ __— -. ._ inm DO owU g 7-6-8 __ 14-11-0 _ 22-3-8 29 10-0 ID Nyp JIDVCT55BAeC2BOwiy B PYJ3pMYtlfiOOM MDWowUP p] OHBA pNkVlWyu s 7-6-8 7-4-8 - 7-4-8 7-6-8 66 G Scale=1.54.1' 5 7.00 12 �18 - " \,� .� �9 �-/ V 0 454 \ \ 454 c � - w ""---.,:. � 6 n19 16 3x4= �> 22 354 0 1.5x4 13 /159 7 x 7�VAA��] 1.5x4 d 55 -- 3 V A`. 6 1 9 `^ )Atli \i/ 'l HW1 n 3x4= 23 24 13 25 12 26 11 27 28 Q 354= ;114 3585x5= 3x4- 456-- 3x4= 555- 051(0-349) 46415/4,,-9 16414/-319# 1641m-31'a -5-12 10-54 194-12 I _ 28-4-4 29-10 _... _. -,0 -5-1 2 8-11-8 8-11-8 8-11-8 1-5-12 f Plate offsets alJ-I1 0-25 Edgel11Edge,P -151 W036,o-2E119425 Edgelf9Edge 9o-151,[100-2A.ab12L 000-2-0-2-121 LGAaNG man TCLL Iron) 350 SPACING- 2-04) 451. GEFL In (los) Veen UO PLATES GRIP Snow(%/Pg 30&40.0 WPMIS Grip DOL 1.15 TC 078 Vert(LL) 82711-13 >499 240 MT20 1971144 RTCDOLL 100 Lumber DOL 1.15 BC 0]6 Ven(TL) -04511-13 >714 180 BCLL 00' Rep Stress flea YES WB 061 Hm{TLI 007 10 Na Na SCOL 10T 0 COIRL2W3/FPI2W7 IMaBIxj I Weight 12710 FT=10°R LUMBER- 21I iOP CHORD 2x4 SPF N 16E'Emept' 3)TOLL ASCE 7-05 Pr-650 psi(roof live bed Lumber 001=1 15 Plate DOL=115), Ti 2/0 SEESPF Nat MWWIBOT P¢400 Psi(ground snow),Pk3DB psi(flat roof snow:Lumber DOL=115 Plate WEBS 2x424 SEE No 14 = -319(LC) C 11) DOL=115)Category II.Exp B,Partially Exp.Ct=1.1 VJEB$ AM 2x4SPF 5Wtl'Eer¢pP 10 = -019 LC 12) 41 Unbalanced snow bads have been constdered for this design VJ4:2x4SPE 4/02 Max Grav 51 This Inas has been designedIn basic load combinations,which inane cases bath WEDGE = 16411LO 2) reductions for multiple concurrent live loads Raft il 234 SPF M ID = 1641(10 2)Rig6)This Inns has been designed br a 100 f bofom chord live load lonau0urren with BRACING- Mud FORCES -Maxlib) .Comp,/Max Ten-Airforces 250(lb)or less except when shown ay olM1er livalmtls, los TOP CHORD TOP CHORD a1ersa resangle cesgrel by a We We wi 2lbt1eenthebotto dao Ionil Structural wood sheathMg dretlly applied or 3-7-9 oc punns. 1-2=-261102-0-354/123,0.S--1752/43].5fi'-1752/437, areas wherearers,will 360 tall by 1-0-0 coke willltl between the bottom chord and ROT CHORD 63=354/123 b9=261/0 any dM members,al c BLOC=10 opal Rigid ceiling tlireally applied or 10-00 m bracing BOT CHORD B Pmv ding/ lrelrmrecyan(byolEersl Nelm'10,10fi31 plate oapAElad WEBS 1314=2911555,11-134/1/1119,10.11-,220/1555 wAheondRp IN designed allomt s except QK10)14�19,1p=514 1 Row at mien 114,690 WEBS 911hs truss is1 d80202 and with the 2009 International Residential Cone 511=-132594,fi-11=-003/2500,6-10132/594.113=-004249, 10)Se R502.111 and R802,102 aro referencedstandard end tlANSVdP11. WAGGONS. (Wage) ata=-1]00(344.2-10=410/2706-10-1700/344,&1W-410270 101'Sem cod a Pllmdean5 with fixed heels'Member end fixity model was used in the 1a = 1516/0-56 (min.0-29) analysis and design W Ntseuss. m 1s15g66 (min (LC12) 1)mNOTEst lett 1DAU PIatss2LGau9e Unless Noted Max Hoa This truss has Peen checked forD unlbrm roof live bad only,except as noted IW = -231bLC9) z1WT,ASCE]-0595mp)Laleend pi Max Voltpartially, and 4/6 Ex0.lnte1)00.01030-0 14 319(14/11) zonec1)30-01011-119 E]exposed1411-0to1%11-0 1nteow(D PA143 to 26-10-0 10 31XLL 12) nsshen Enmband r DOL=10p CCWrDOL1.6 and fortes BMVr£R$b reactions mown,Lumber OOL=1 60 plate grip DOL=1 W em vp Gry vry PEACHTREE[LOT 12 RIDGENEW ESTATES[ 01607193 IT3A Roof Special 1 I 11-ob ebrercejop ) _ rTrvs Engineering La p.,IndianOrchard.LMA 01151 - _. -- sOn 72015MTeFM Banc ToeJu1281326292016 Page ID ZVyp dIDYDT5S9A8C2B0 1y BUS ZRIIZGfWLDZN0MbVRUi 9CJORKkbOa%z2105EyyuBsu 7-0-11 __ _ 14-7-12 20-10-8 27-1-5277-0 h- - 74-11 7-3-1 6-2-12 6-2-12 0-5-11 496 c Scale=1:63.0 5 18 9.0012 12 V� � 1 �� \\ 20 1.5x06, 4x7 4 i �/ 6 21 O in 1s 1 ate. 4 1-5x4 11 10 \ T 598 Y IWI: - -- 22 RI 12 24 11 _ \ -jj= �z I� 2644 3x6 11 139 0-5-9412'4” 3x4= 3x6= 4x9- 4x5- 159545309N -5-1 - 10-1-0 _ 18-8-4 27-7-0 5-1 8-7-4 + 8-7-4 �- 8-10-12 f HaleOffsets AY}110.W00-41501120.1-121,(704-12 0-2431,19:03001121 LOADING ps) 350I SPACING 2-0-0 CSI DFL in {lac) Odell Lid �, PLATES GRIP TOLL W (roof) 0,6/350 Plate Grp DOL 1.15 TO 0.87 Ver11LL) -02410-12 >999 240 MRO 197/144 Snow100 Lumec bDDL 1.15 BC 071 Ved(TL) -0.37 9-10 >842 180 TCDLBOLL 00' Rep Stress lav YES WB 086 Horz(R) 004 9 Na Na ' BCD.. 10 0I lRc2009/TP12007 (Mato) l µ41ghl 136 lb Fi=10% LUMBER- iOP CHORD 2x4 SPF 1550E 1.543"Except 3)TOLL ASCE 7-05.Pr350 p¢I(roof live bad Lumber DOL=1.15 Plate DOL=115) T4 Ti 2x4 SPF No.2 Mao Lipka BOT CHORD 2x4 SPF Not 9 v -254(LC 12) P9=40 0pa11gragci snow), =30.8 pet(flat mol snow:Lumber DOL=1.15 Plate OD1=115).Category II,Exp B,Pala Exp.CM1.1.Lu=4s n0 VSEB6 2s4 SPE SIW'Esapl' 13 = 3p3(LL 11f 4)Unbalancedsnow bads have been considered for RllansewA tW,µ5W7:'h4SPE Nat Max Graz haWEDGE 1731(LC s 5)ibis Ins Cm1 designed for basic bad combmalena MM include cases wrth Left 7x45PF Stud 13 - 1595(LC 22) redactions for multipleconcurred live BRACING- alProvide adequate ddrainage to prevent water ponding. TOP CHORD FORCES. (16)-Max.Comp,MaxTen.-AY brats 2W(Ib)or less except when shown. aa)ybistwiv loadrentlesgredbra100 psi Callan,WNlmeloaR mncdWurem who Structural wood shealhmg diredly applcl, except end verticals.and 2-00 ad putrme TOP CHORD 8) Thisothelive lords. (6-00 ma*)7-8 26316/175,4-5-149&451.5-6-1691454,64=1967!335 areas where Ras been designed for a We bad of 20fbet of the bollen,chord in all BOT CHORD g3g341331 areas a rectangle 3-60 toll by l-0Owlha will fit between We Wticm chord and Rigid ceding diraclly applied or 1000 oc bracing. BOT CHORD any Railolher l mambas,wAll BCDL=ss 000. WEBS 12-13--271/1177,10-12-74934.9-10=86/426 9)Rebr lD gmetalslfo truss to Mss conmtlmns 1 Row atmidpt 4-13 WE8S 10)Provide metal plate or equivalent al beers9 to support reaction shown. 0.12=3A/289,5-12=-18&597 Sf0-193913,610=874299, (()Prowls means!connection(byoi6ra)of M Miss lo bearing plate ca(abHp REACTIONS (b/size) 7-10=110989,79=3011/534.4-13=-0443/244,2-13=3961308 vw919ar1E111g 100 E uple at'orals)a ewrth b)9=254 13430. 12)This hiss is designed m accordance will(the 2009 International Residential Code 9 = 1314r(min_ 'mm R502111 and RU210.2 and referenced standard ANSI/TPI 13 = 14]3'058 (min02-8) NOTES- (15) Max Hwz I)This ru¢(las been checked fix tram roof live load 13'5em only,except as noted. ) yngPibirraeswail-mad heels'Member end&Tmohal was used in the ' 13 = 3OBILC 10) 2O/Md ASCE7-0595mFhale endzpst BCDL fMet 19000 t R Exp B anaGraphical pudm lysts and trn pand on Max UP=A -254(LC 12) lnleally,MWERS to(1 rise)gableere and CLE 12)000 to 3-0-0. IS) along the top boll=chord sentaVon does lWpltltM size or the orientation Mahe n ]126.tem(2)111-t2b14-]-i R,lnteliall)P-]-FRSfor15 15WI PIales 20 GaugeUnless Noted 13 309(LC 11) cantilever 68 and rightDO exposed,CL famembers and forces 8.MWFRS for ) reactions shown;Lumber DCL=169 plate gnp 0OL=1.W IjQb MISS ss Type 016W19J --- T39 �R 015pecbl - -- _ !Ory Ply - 1'PEACHTREE[LOT 12RIOGEVIEW ESTATES] -- _-__-- I. - _ _ _ _ __ _ _ b RefewecloSnall Inc Tue Jul 26 13 26 30 2016 Toss Engineering Corp.,Indian rd,MA 01151 e 1 ID ZVypad1DYDT5S9A8C2BOwIyuBu5L7pE22 EU4BgNYSDyAZgl9nON74B6HbDlnOyuB51 7-4-11 14-7-12 20-1-3 25-6-10 7-7-0 __. _-- I- 7-411 7-3-1 5-5-7 { 5-5-7 2-0-6' 4x6:, Scale=156.1. 5 ��s 9/10112 19 i' 19 /1] 20 3x40 j. 4x9 4..... 12 6 21 4 4 4 / 5x4 11 ' 3AB w4 <r 1 ] a 1.5x-3 1 15 O " I ' mo t �\ O 4 "i1 .. _ gf__ rr- - - B2 z S- o, 53 __ _ . ..E-258p 34 I' 14 22 23 13 12 11 24 25 10 9 0542_8) 1.54 4 3x6 3x4= 3x6 15954d05# 34- 115-12_ — 954 � 14-7-12. I _ 25-6-10 27-7� 5 1 -1 8-0-5 - 5-1-11 10-1044 2-0-6 Plate Osseus(xy)--11 010 0-0-34 t6:0.112>0-1dL(7:03.006241 -_. —.. -.__ -- WIN AGG(p50 SPACING- 2-0-0CS'. OEM_ in (Icc) Hell LidPLATES GFdP TCLL(roof) 350 Plate Gnp DOL 1.15 I TC 0.83 Ven(LL) -03910-11 >O 243 MT20 197/144 BroW(PVPg1306/400 Lumber DOL 1.15 BC 110 Ven(R) -0021(111 >381 180 TOOL 100 Rep Stress!nor YES VAS 0.64 Hoa(TL) 006 9 Na Na j BCLL 00' Code IRC200S/IP12037 BOOL _ 10D (Matrix) VhgM1t 1401b FT 10% LUMBER- TOP CHORD 2x4 SPF Not'Except' 3)TCLL ASCE 7-05:Pr 35.0 psi Woof live load Lumber DOL=1.15 Plate DOL=115). T2 2x4 SPE 1650E 15E Max UpIM Pg-40.0 pal(ground snow).1/f=30.8 psi(fal roof smw:Lumber DOL=1.15 Plate ' ROT CHORD 244 SPF No. 14 = 305(LC 11) /&BS 2x4 SPF Stud'Except' Max Gray DO4=1151,Category ll Exp B.Penally Exp.,0=1.1.Lu=500-0 VY4,VV5,lM,WL 2x45PF Nat 9 = 1593(LC 231 4)unbalanced snow loads have Rmscconsidered for this design. WEDGE 14 = 1595/LC 2) 5)This Suss has been designed bad mmblnatons,,MTidhlrclude cases nth Left 2x4 SPF Stud 6)Prov nsbe madequate tedwnwrteM lie loads BRACING FORCES. (In)-Max Comp/Max Ten.-All forces.250(b)or less evgpl when shown 6)Provide adequate the plat to prevent water prvlced TOP CHORD TOP CHORD 7)The sold section of the plate is rewired to be placed over the splice line bevaljoint(s)cl12 ' Stmqural wood sheathing diredly applied or 2-2-0oc purlins, except end verticals and 21=59/173.4 1279'354,5-6=1336/376.6-7-1529/280 98)Plafe(ru at been checked forapL5 of batt 50egrdlee rMatdn about As molar. 2-0-oc purlins(6-0-0 max.).7-a BOT CHORD other truss has been designed for a 10.0 psi bottom dad Irv¢balmrmnwllem wdh BOT CHORD 13-14=28411174,11-13-2$2/1212,10-11-191/1244. any lNe loads Rigid cWhq diredly applied or 1011-0 oc bracing, Except 9-10=145/1043 10l'Tn¢tmae has been ceekJreay1.0.0 for n leas W260pslon he bottom chordd and 2-2-0 en bracing 10-11 WEBS areas Mrere a rectangle 3-6-0 tell by 1pO wide will 177 between the bottom chord and 10 Opsf. WEBS 4-11=4777234.511=-226798.6-11,6510/241.6-10=300/5, a1)inter mender;wnnnCsL=444ce 1 Row at mdpt M111,6.11,6-10,114 7-10/1512.73-1980/269,114=1429242.2-14=391/309 12)Provide tometspl ad Wssbt xvrnedms. 12)Provide metal plate a equivalent al bearing(s)9 to susgan reaction show! REAC1104. (b/sde) NOTES (17) 13).Provide 1 callconnMbn(by others/CI truss b basing Plata mpatle of 9 = 1310/Mechanical 1)This truss has been checked for unnam roof live load only,except as noted. 4)starsAg 110lb upl at joccc)ewes!al=1b)2 .14¢305 14 = 14]3'058 (inn.0-24) 2)Blind ASCE 7-05.95mph,TCOL--02paf,SCOL=$Opsf.h=1511',Cat ll Exp B. 14)sectThis laws is designed In accordance Ie die 2009 International Residential Code I MSXHorx Penally,MN£RSdow-nse)gable end zone and C-C Exbrbr(2(00003d0 15)' a i-ogIdRSna 11 ad RB02,t02a heels'Membersed riaA niodelwa 14 = 319(Lc 10) InlehaO3-0-0 to 11-7-12,Extwbr[2)11-]-12to14-7-12lnlerla(1)tL7-121025610 analys15)5lsand designiUMeeks wlln Med heels' end raw model was used in the Max Uplft zone.cantilever In and hent exposed;C-C for members and forces B MWFR51u 16)Orl5 and Mtnis base, 9 -258(LC 12) reactions shown,Lunber COL 1.60 plate gop DOL=1� 16)GrafYlkal Pudal representation does mlhpbtne age or the aenMlun of pun¢along the lop SWor bottom drvd, 1])AW Pates 20 Gauge Unless Noted Job Truss Type Kay I%r1 'PEALMTREE ROT 12 RIDGEVIEW ESTATES] 01607193 ''T}L Roof Special 1 I 1' _ _ U raga ) _ iruEngineering Corp..Indian Orchard.MA 01151 —-- —-- -- w1y ]2015 P33 2016 PauBs ID Nyp 4IDYp7-7-0 ,OalyuBuslKEahL69M1OOrXwGe2 AlFyVKKkwb0lPk llMyuBs 7-0-11 14-7-12 19-3-14 24-0-0 27 7-0 - 7-4-11 1 __ _7-3-1 4-8-2--i-_ 4-8-2 { 3-7-0 a6.-i Seale=1:66,1 5 A 9.Po 113 ��N� ll 20}.a. 6 4x9 ii T/ 21 d 4x4 22 z8 16 WS 6 i. WO WI 1.51-0 II 15 ) - W0 V v • o tal �r¢ 81A9 w _.. _. ' ie 396 II id 24 S tI 13 11 36 27 10 9 15955299# 1-5-12 8-11-13 14-7-12 24-0-0 27-7-0 -512 7-6-1 5-7-15 I 9-4-4 +- 37-0 rPhte Offsets(YV)-II63-00-7116.0-1 .o1aL Ruta u2-0] -- - - - - - TCLL WO350 SPACING- 2-0-0 °EFL in (los) Pdell VC PLATES GRIP Snow %/891308/40.0 plate Grip DOL 115 TC 081 VAtALL) -02610-12 >990240 MT20 197/149 TCD/ 100 Lumber DOL 115 BC 080 1 -0531612 >5933 100 BCL2 00- Rep Stress Ina- KH 0Harz(T YES 50 Hoa(TLI QW 9 Na Na SCOL 10WM 0 - Code IRC2PI2M] (Mats) Weight 1451b FT=10% LUMBER- TOP CHORD 2x4 SPF No.?'Except T2 2x4 SPF 1650F 15E Max Uplift 3)TOLL ASCE]J£P w50 psf(mal Me bat Lumbar DOL-1.15 Plate DOL=115), BOT CHORD 2x4 SPF Not 9 _ -266(LC 12) Pg940 0S)CeteuMsmwll%=30.8 psi(Ml mo(snow:Lumber DOL=1,15 Plate WEBS 2a4 SPE Stud-Except 14 - _299(LC 11) DOL=115)Category 111.EXP B.Partially Exp. CP1,1,Lamar)^0 W4,WS,NG,W72x4 SPF N¢2 Max Gray 41 Vnbakn®d snow badsf been sic badrednbfor nafi design WEDGE 9 = 1444 LC 23 51 This truss has been designed for basic bad a:DI: ations.Mara Include vases with Left 2x4 SPF Stud 14 1595(LC 2)) reductions adfoqu to drasrcurtenl live ntbwater turorg. TOP CHORD FORCES. tlnl-Mac Comp!Max.Ten-Alllorves260l )orless except Men shown ]IThB truss has been designed for a 100 psi bottom chord live bad nonvmulmnl with Structural wood sheathing directly applied or 2.2-0 oc putnLs, except end verticals,and TOP CHORD 0)*This bads. 2-0-0 ono purl ins(600 max)7A 2-15-312)181,M5=-1275/340.5-6-1263/378.6-0=159002] B IDia Vasa has been designed 3S0t )b1.0-0 ba]dMOpal en the bottom WNne4 BOT CHORD SOT CHORD amas'M'arearectangle 360iMldy Opsf. will Ia bolwmnitre WM1cm tlnN ant Roil cailag directly applied or 10-0-0 m bracing. 1340.=297/1179,12-13--27911210,10-12=200/1150, Pt Refert members.with BCDL- conn WEBS 9-10=.198/1139 91 to gireeds)for truss to truss connections, 1 Rowel mgpf 0.12E-12610,7.9,0.14 WEBS 10)Provide meclraniplmnvevtbn(by MMra)of buss to beating plate capablW REACTIONS. lays¢e 0.12=-7M325-I2-213/60.612--6281222.739=1706-308, withstanding uss is desigLAMMned of olallsr except Lit) e614=293 9 ) 1914rMevlrantel 4-14 -l45W222,2-14=39B/305 Mos R502111 and 8802.10 an refence renced slaiderd A the 2009 International Residential Code t4 14731058 (m0562-8) NOTES- (14) 12)"s mrngid pilMbresswhn fixed freak"member end lmrM model was used In the Max Hoz 1)This tales has been checked la unrfam root live bad only,except as noted aralyaisaM design oithis truss, 14 = 329(LC 10) 2)Wnd.ASCE 7-05.95mph TCDL=4.2pst BCDL=s131 Gral:ngpl purl('representation does not depict the s®or the onentahon of the Max VpIAI Lb&or(2)1(CatII,Ery B: partially,MWFRS(1-7-12 gable end zone and C-C E%Ixbh2)000 to 3-00, Fusin along the top arWmlbOan chord. 9 = -266(LC 12) Inlenor(1)3A-0 to11-7-11Epttca21114-121010.7-4, G 1117-]-121o240, 14)AN Plates 20 Gauge Unless Noted 14 = -299(LC 11) 24-5-4Exierbr(2) 5 to zone cantilever left and right po exposed N:C-Cfa members and faces B SAVERS tor reactions shown,Lumbar DOL169 plate grip DOL=10. rob 0/Y PEACHTREE[LOT 12 RIDGEVIEW ESTATES] - _-- Q1607193 17313 Roof Special 1 1 ___ __ Rkmreop al rO MA 01151 - - - - sInc Tu W1126 3: 2016 Pagel rTry gneernp Cary.,M OID Nyp d1DYDT5S9ABC2BOw1yuBu pPC30CnAOmlXLRI?C?HOIaIE8 FELFsmOUbcPMyuB 7-4-11__ -.. 14-7-12 _ 193-9 22-5-5 27-7-0 7-4-11 7-3-1 - 1 3-10-12 1 3-10-12 5-1-11 4x6. Scale=1:69.2 5 1617 / \\ 6 9.00112 16 334<1-• 3x40 T� a +9 6x5— Ja611 2D 4 e W4 $ / 153 "If 3W i IIII�� 21 : 4 3x6 9 W O 4 9 2 � ur 41 41 d . :. -. ea.:R75p- 3x6 II 14 13 22 132 11 23 U 10 25 g 1549 ffi 921 3x6_ 3x4 354— 3x6 1595XfZ9b1 J58- 7-4-11 14-7-12 22-5-5 27-7-0 I- _.. ___ 7-0-11 7-3-1 7-9-9 5-1-11 ' Plain OttsetS(%Y)-11 wo 90-71 [004 w20-1015 9-3462-1I6: 114121 LOADING(Psfl I SPACING- 2d0 TOLL(rwll 350 DEFL in (lac) 9de11 V0 ELATES GRIP Snow(FlPg)3Qflr400 Plate Grip DOL 115 TC TO 0.78 Verl(LL) -01410-12 >999 240 MT20 197)104 TOOL 100 LumberDOl 1.15 BC 059 Ven(R) L2]10.12 +999 1W BOLL 00' Rep Stress Ina- YES WB 0.57 HompFL) 004 9 Ma PM BCDL 100 L Code IRC2IX09rIP12307 (Matra) Weght 14711sFTa 10% I LUMBER- TOP CHORD 2x4 SPF No 2'Except' 122x45PF 1650E 15E MaxU IT 2)WM ASCE 95mph, endzps( id C-C.L1151,M1=19fl:Cal.II,Exp BI SOT CHORD 2x4 SPF Nat 9 P .2753.0 121 Inferpartially.MNFRS(bwike)gable zone and CC7-12.Ir(2)00-0 10 3-00, V+EBS 2x4 SPF Stud'Except* 14 = .2921LC 111 Inlem(1 3001u 11-7-12,Exienacne.cant ewe-121-314]-02xposedh)1]-0-IIto embers , W4 W5. O.VI7 224 SPF No 2 Max Gray EMelb(2 2454102154 tore:cantilever left and OL expasetl,C for L 160 WEDGE 9 = 1423(LC 2) aMOLL AS MWFRS la reactions sham,Lumber 00L=1 W pule grip DOL=160 Left 2x4WEDGE SPF Slutl 14 = 1595(LO 2) 3)TOLL ASCrordsr=350 psf(reef lire load Lum0.'DOWI.15 Hale 00L=115)1 BRACING Pg=40.8 p),Caleor snow),P1=30.5 pct(flat roof snow:Lumber DOL=1,15 Plate TOP CHORD FORCES. (lb1-Max.Comp Max/Man Ten.-All forces 250(1b)or Is anneal when shown. 4)Unbel Samtlamwb lave been gorf II.Exp B. hmrtPbMpfa this es n Structural snood sheathing already applied or 3-9-3 oc WMna, exnepl end verticals.and TOP CHORD 2.Ow purlins(6LO max.):7-S 2.4=162890245-1273938,5 =-1177/374,6-7=1516'350, reductions truss has been designed for basic combinations,whichlrclutle raseswAb BOT CHORD B-9=-3591108r uclans lw muagkmiage a l live loads. Rigid ceiling directly applied or 10.0 m bracing BOT CHORD 6)Provide salas been ddesign to pevenl water pending WEBS 13-14-338/121.12-1312/1195.10-12-207/1Md a7)nyotatruv has tlesigrcdlwatO,O P¢fbotlOm WNlrve betlrpl¢vglrtenf wXM1 oads 1 Row of mapl 4¢F12,,7-9 9-10=-225/1099 -i 622511�] 8)ry-Tisrtrusslhh been designed bra live bad of NAtyg on Ihe bottom chord in all REACTpNS (b/smel 0.12=M1R40812--233918,6-12=594/201610=-72995, reaswhere areclvgle 3601511 bYldO web celled between the boflwn chord and 9 = 1314Mk 11aneal 75=-1603/324.2-13=129/1139,244=.1480/369 any elM1amemben,web BCDL=tO.Lps1. 14 = 1473/]58 (mnn 0-2-8) 9f Refer 10 01rdax(5)Iw trussloWsmmed i Max Harz NOTES- (14) 10)Provide mechanical connectionlby xcept'er51ol truss to beefing plate capable of 14 = 340(LC 10) 1)lbs.Miss has been checked dor unfoms roof live load only,except as noted, 11)This lis de.lb dole alloFlll¢15xcepl it hetb) 009 2]5.19=292. Max UPIM sections land R8d amrmncewlN Nedstandard Aces al Residential'Code 9 -275(LC 12) ions R502.111 b e R80210,2 d referenced standard AN odPI1. 14 -292(LC 11) 121" andel design wrth dReals"MnrlcereMluXy model was used nide analysis and esign. this Puce Continued en page 2 Dab - Thruss Truss Tyce Io1y PN PEACHTREEIL0T 12RIDGEVIEW ESTATES] 1 Q1607193 T3D 'Roof Special 11 1 Goss9 enna Corp GaonOrWr M - 151 — — —..._.. Jbflererc_{cp I)T Gans Ora 72015M Tu 0813262016 Page 71 ID ZVypaal DV0T5S0A8C2BOw1 yuBus-PCdOC AOmI%LRI?C'HOICEEB F LFsm0UbcPMyuesb NOTES 114) 13)Graphical purlln representalan does nal Cepitl the size or the onenimm of the Aurin along the top snot bottom chord. 14)All Plates 20 Gauge Unless Noled rob TrussType Ory Ply PEACHTREE[LOT 12 RIDGEVIEW ESTATES[ 7 1 01607193 IT3E Roof Special 1 � 1 Reference Ls g 'Mess Eprcenn9 Corp,Indian orchard MA 01151 -. N 0c72015 IndustriesInc:Tue Jul 26 13 75342018 Pagel 102Vypad1DYDT5S9ABC2B0 ty BuSEiMK4PCOhT WIHgJN316g1p1LRU$ OICIBsvgyuBsp 7-4-11 14-7-12 20-10-10 27-7-0 74-11 7-3-1 6-2-14 6-8-6 4M 4 Scale:3116"=1' 5 � 9.00112 16 /1 17 56- 5 lI 9 4;6 I 4X4 G 6 7 _m dl a n 4 // 1.- •I) - -0 F 4 �� W�/ 4. o 1sx4 4 It a 2 4 -- e de • [ _. 721 _. _.. no _ 0-w 36 Dt1a24 22 23 11 1024 g 25 e 0salbgz I 3x0 36= 1K II 346- 159SW4634 1-5-12 11-2-3 20-10-10 27-7-0 2 11-5-1 9-8-7 9-6-7 - 6-8-6 - Oidsl%vj11:8300931160318,o2Dy I60z 12 Dz 121 f7Eppe 0381 LOADING LOADING psO TOLL(roof) 1 SPACING- 2DD L51. OFFS n 11-12 >Men98 Lid PLATES GRIP Snow(F9P9)208/400 PIa1eD DOL I1.15IS TO O,g Ver11L1) 416 39 290 M120 1971149 TCDL 100 Lumber DOL 1.15 BC 0.73 VerzTLL -037 411 >831 180 BCL/ Rep Stress her YES WB 0.63 HdrzITL• 0.06 B Na Na BCD/ 10,0 Code IRC2W9?PI2Po7 MM(a Weight 13816 FT=10% LUMBER- TOP CHORD 2x4 SPF 2100F 18E'Except' 3)TCLL ASCE 7-05.P aS0 pd(mal live load Lumber OCL=1.15 Plate 001-91 15), 12 2r4 SPF 1650F 1 5E,T1:2x4 SPF No 2 Max Uplift BOT CHORD 2x4$PF Ib.2 8 -265 LC 121 Pg=400 psi(ground snow), 1=818 psi(nal roof snow:Lumber DOL=115 Plate WEBS 274 SPF Stud'Except' 12 283(LC 11) 0.01=1 15).Cal pry II.Exp BI c Exp.,Ct=11 Lu=5000 W4 WSW]274 SPF Not Max Grav 4)Unbalanced snow bads have been mnsneredla this design WEDGE 6 1423(LC 2 5)Th9 tva has been destined for basic load mmdrellons,which include cases with Left 274 SPF Stud 12 1595(LC 2 reductions for mumpk concurrent live nt water BRACING 6)Provide adequate drainage Srequired eve TOP CHORD FORCES (Ib)-Max,Comp Max Ten.-All 250(Ib)or less except%Ten shown 7 The sold of the plateepi m Mplamtl degree the splice Il center. SI turd wood shealbirg dredly applied or 7-2-0 cc purins, except end verticals,and TOP CHORD B Pisp be 10 checked for L Shgnee X 2-O apurins(6D0 mac)6-7. 1-2=259/0.2-4=363/163.45 1442/381 5E--01151316, 91 Tbs trusshasbeenEe g tlld 1011 psi X m chord live loch nenlwM ROT ]0-67/144 Mrlveloads. CHORD 10)'Ibis trues has been designed OtSlbyol a Eva bad M 200pd on the bbtlom chord in at 9 directly applied or 984 oc bnacm0. BUT CHORD WEBS 11-12=36M11]2,9-11=-242/1116.89=-24411112 areas wlare a rectangle 3do tall ay 180 wide vnY 9 between Me bottom chord and 1 Row at mipt 611,68,4-12 WEBS any oMamemmns,wM BCDL=10,Opc( 411=-3587277,511=190/795 6-112551/127.65-01411, 111 Rata'to 9^den(s)1a(kiss to toss connections. REACTpNS. O/size) 63--1545/338412-1419/224212=390/311 12)Pmidin9i anlcalconredon(b)dters))528 b bearing plebe capable 1319/Mechanical 13)Theiding 100 designed uple aanl(a)except 01-919)I2 Int2=283 12 = 1473M58 (min 0.29) NOTES- (16) 133)) Wis A'lanIn accordancedwbh the 2009 International Residential Code Max Horz 1)This Buss has been checked for unfmm 1001 live bad only.except as rioted. sections pdmokswith'rd hes"Mmbpagxx AN5NP . 12 = 351(LC 10) 2)WOO ASCE 7-05,95mph,TCDL=42psf BCDL=50ps1 h=19X,Cal.II,Exp B. analis andd dsgnof this Toss heels"Member end fixity model was used in Ne Max Uplift patiaRY MWERS(lw-rise)gable end zone and C-C Extaiw(2)0-0-0 to 3490 analysis hM tlasgnWPis buss. 8 = -286(L012) Irdenoll11200 to 11-7-12 Extelpd2)11-7-1210 14-7-12Interior(1)17-7-12m 151 Graph-detopaepereMallon does not depict ore size or lire orientation Me 12 2610.011) 20-10-10 Extenxm 245-0627-54 zone.cantilever'left and right exposed CC Mr vinm oboe lw nmooed ted members and forces 8 MWFRS Mr reactions shawl:camber D0421 60 plate grip 161 All Pbles'2o Gauge wleaa Noted Job • rm.a - - rum Tape DN- - PH PEACHTREE)LOT 13 RIOGEVIEW ESTATES]01507193 TC Common 1 I 1 L Taira Ergreenn - ..end o MA 01151 $erere [yn_ 1 Inc2016 9coryOcr]2015MT 226326. 1. 15-3-8 tll0YDT559ABCPBOwIy Bus vwtHtl05 6NHRFVsmVLGIa20k GOT] pyzOftryuBso 7-7-12 15-3-8 _ -I 7-7-12 - _ - 7-7-12 4.4 o Scale=1:35.3 3 /," ' �� 13 7 N. 9.00113 j 14 11Z 8107 5 hr . 9 z W3 16 31(4 88 3¢4 88 ] 4 s cy - 1 1 W3 - wz-- SIM. I `s • 14 [;� 3x6 II - 7 — 3x6 I 8 6 1x4 II 3x10— 1x4 II 0s43(0-143) 3-S-8(0-1-8) 1-51ul lssx _ 7-7-12 __ 1 __ 13-9-12 _.ai*195-3-81 1-5-12 6-2-0 6-2-0 11-5-12 P ISIe Offsets DLY)-)1:0-3-0 00-71121-1.12,0-1. 114 0_1-12 0-1-81,151)-3-0 6671 LOApNGIpsi) SPACING- 2-0-0081. DEFL TOLL Boal) 3511 in (MW) V LtdPIAIES GRIP SgmhTCDL Ppl dQflr40,0 PlateGnP DOL 115 TO 0.67 Vet(LL) --00 7-8 >4b 160 MRL 1971144 I TCDL 100 Lumber DOL 1.15 BC 025 Vert(Th) L6 6-7 /993 160 BCLL 0.0 ' Rep Stresli YES VR 0.16 Hwa(TL) 060 6 ala nia BCDL 100 Cade IRC20N?P12007 (Mabag WeIgM:63 lb FT=10% LUMBER- TOT CHORD 2a4 SPF No.2 6)provide mechanical comedian(by others)of truss to beanrg plate Capable of SOT CHORD 2a4 SPF No.2 FORCES.CHORD Max.Comp Ibex.Ten-All forces 250(Ib)or'ess except when shown. wlybhMhe0B 100 al pings)except t1ab18=195,5=145 WEDS 2x4 SPE 51W TOP CHORD WEDGE WEBS 11d9,3JEY]/139 saTMss is designed111in accordance wMenthe 21b9ndard NSI PIRe1JeMal Cade Left 2x4 SPF Stud WEBS Moots R502 p c and 10.2 fix ad d bels Memd ber standard moel w. Right 2x4 BPF Simi 2g=731/X£,QCc731,266 10)"$emFlgN pYrtllQ'eaFs with fixed heels"Memherentlluily modelwas used in he BRACING analysis and design of this truss. ' TOP CHORD NOTES (11) 111-11 Hales 20 Gauge Unless baled Structural wood sneatnng directly applied or 660 oc pwlms. 1)This truss has been checked to oilmen rent live load only except as noted. BOT CHORD 21 VIAnd ASCE 7-05:95mph:TCDL84.2psl BCDL=Srysr r(90:Cal II,Ex.B. Rigid repyg directly applied or to-0-mbracing. paryyN.MIFRS(P7vlse)gable end zone and CC Exderbr(2) 0-12(01 Imenaral)B60 to 4-7-12 exotl214-7.12 forto . arar(tl iw-12 IP 12-3-8 REACTIONS. (bsize) cantilever left and right exposed members and forces P.MWFR51u 6 = 777/65- {nun 0-18) reaction shown Lumber DOL=1,EO pale gripa DOL=1E0 I mrDS- (mm.o-1-0) 3)TOLL ASCE 7-05.Pr-35.0=308goof l(e load Lumberumber S PlatePlate 001=1.15). Mar Hen Pg=400 psi(group snow).PF008 p4(flat roof snow 001=1.15Lumber Plate Max Uplift -051(lL 9) M.Unba�d snow alegory/loads have leen considered for the design 8 = -195(LC 11) 5)This toss has been designed for basic bad combinations.which include cases wig 6 = -195)LC 12) reductions for multiple concurrent live bads. ' Nag Gray 6)This truss has been designed for a 100 psi botlom chord live load nonconcurrent w3b 8 = 841)LC 2) anV othm6veloads. 6 = 841(LC 2) ])'Thu Wes las been designed for a live bad of 20Cgsl on the benom cord in a( areas where a rectangle 3E0 tau by 1.00 gide will fit between ge bottom chord and any ober members. '°° Type --- -Oy MN PEACHTREE[LOT 12 RIDGENEW ESTATES] 01607193 lT4GE Common Supported Gable 11 1 Try 9 eerng Cory. nJ O aN,MA01151 - - - --- I. - knnm loP On 71015 - 69 e 1 ID 2Vypadl DYDT559ABC2BOwlyuBus-5U5V5etO4EEvbgiU3apgM 8HfXwlotcgz2yudsn 7-7-12 15-3-8 7-7-12 7-7-12 gap. Scale:3/8"=1 5 18 V 19 6 9.00 12 77 � 20 17 ST STS 2 8 STY ST S S pp e Y L1 - DI -- . �. __ � — II. Ci ____ �) 1 q a o 336 11 - - - 336 II 16 15 14 13 12 11 10 I. _ 15-3-8 -- - _ 15-3-8 Plate Offse61XYb-f1W00, -71,[9 M -" _. LOADING(psi) _ _ _-' _ . TLLL roof 350 SPACING2-0-0L I CSL DEFn (loc) teed Va PLAOE5 GRIP Snow(PfIP)9 30&40.0 Plate Guy DOL 1.15 TC 010 VatILL) Na - Na 999 Miro 197/194 TCOL IOD Lumber DOL 1.15 BC 011 VNa • Na 999 BCLL p0 ' Rep Stress Ina YES N9 0.16 Horzorz(TL(RI 000 10 Na Na BCDL100 Cale IRG2O�?PI2D9] I (Matrix) Weight 664 FT=10% — _ _ i LUMBER- _ TOP CHORD 2x4 SPF No 2 ROT CHORD 2x4 SPF No.2 WEBS areauas truss has been designed fora live load G1200pst on the bottom chord In all OTHERS 264 SPF No.? 5-13=253/0 nyotherre a rectangle add tall by 1-0-0 wide will lit between the bottom shard and WEDGE any other members,will BCDL=1( Left 2s4 SPF No 2 NOTES- (15) 11)Provide mechanical connection(by cl alters)of truss to beamg 5plate=1291pableof Right 2s4 SPF NO2 1)Tka truss has been checked for unemm roof live load only.except noted 10=17ndig IN lb whit at piM(s114,,12 except N�b115=159,1672911=155, BRACINGx¢Ctt II, 1 =122. 2aRArM,ASCE 7-05. -nsa)gable, e=4z ne and -C Carberry) arberry)0l- Ca° Exp Bl 12)Non Standard cerci Mbion. Review required. TOP CHORD paeiatly MJr£R$ louilw erne end zone and CL Lanni x)2) 3d0, 13This buss designed to 2j02ane with 2009InternationalANnal Residential Code SVWurel wood sheathing directly applied or 600 or Pauline Ede/gca2'3ddb L]-12,Lesposed 7-12107-7-12 Exlerbrol 10-7-12 to 12.3-8 ey ro.pp2,111 and R802.10.2 and reteralwberend'tl AN odelw. BOT CHORD zone,cantilever left and ABM expeaed,CL for members and forces&MINERS for 1r 'Semki yes Rigid Ceding direNy applied or 6-00 oc bavrg, reacews show;Lumber DOL=1 plate 9ie DOL=IW ) 9dUn truss heels" fixity model was used lntlne 3)Truss designed kr wind loads in the plane of tee)mss only. For studs exposed to anaysnaandnkagn of this Nus. REACTORS.All beann95128d wind(normal to the faced seeStandardIndustry Gable End Details as applicable.or 15)Nl Plates 20 Gauge Unless Noted le)-Max Horz 9) consult qualified building designer as per ANSYTPu 116 MazU lttl 0)TBLC ASCE]D5P2SOpsf(roof-3DBpsIra load Lumber OOLe1.15 Plate DOLte f P6=000 psi(ground snow),%=308 pH(flet roof snow:Lumber DOL=115 Plate All uplMIDD lb C less atpings)10,,12 except DOL=1.15),Category if Exp Radially Exp,C=1.1 10),16=129(LC 9411=155(LO 9).10=122(L010) 5)unbalanced snow loads have been considered for this design- Man esignMax Gray 6)This boss has been designed for basic bed combinations.vAM include cases mN All reactions 250 it,Of less al jon5115.11 except educlW concurrentb for multiple concurrent ote ads 16�10(LC 3),10.262(LC 15),16=259(LC 15),12-�1ie(LL 163 ])All paleare 130 MT20 unless erwlse indicated 11W259(LC 16) 8)Gable studs spaced at 2dp a, 9)This truss has been designed fora tOO psf bottom chord live bad mnconmoent wth FORCES. Qb)-Mae Comp/Max Men-All forces 250 Ob)or less except Aiken shawl any other Ave loads, Tiig of Nxrrilinnytan .;) sE9ttssarlivsrifs ��- � i. f DEPARTMENT OF BUILDING INSPECTIONS �,,. . 212 Main Street • Municipal Building '''%rr '10‘ I \`FF:C 0P Northampton, MA 01060 Timothy Lucier August 25,2016 718 Parker Street East Longmeadow, MA 01028 Subject Location:29 Ridge View Road Map Block:41-057 Mr. Lucier, Your building permit application with plans dated 8-3-2016 has been approved as drawn and per this memo. All work must meet applicable codes whether or not included within this memo. Please follow upon the following items: These items will need to be accomplished as the project moves forward and before rough inspections; 1. The front wall at the face of the garage requires a braced wall solution like R602.10.3.4 which requires specific header, sheathing, straps and nailing patterns that need inspection. 2. Smoke, Heat and CO detectors throughout the structure to current building codes. 3. An emergency escape window is required within every bedroom, basement and walk-in attic. 4- An air barrier is required between the tub and the wall cavity. 5, If permeable insulation is used air sealing and an air sealing inspection is required at the exterior and interior skins.Typically the sheathing and drywall. 6. Please review code allowed boring and notching with all subcontractors, Note:The 2012 MCC with MA amendments is the non-stretch energy code and the 9v'Edition Building Code and new Base Code and Stretch Code are begin July of 2016 with a concurrency until January 2, 2017. As of August 4'h 2011 the 81"Edition MA code is the 2009 IRC with MA amendments. In the following are some generic requirements which seem to be problematic. This is not intended to be comprehensive, nor is it a substitute for purchasing and reading the MA codes. Read only international codes are available on line at httpifjpublicecodes.cyberregs.com/icodt one must also consider the MA amendments to these codes which can be found at www.mass.gov/dps/bbrs The current relevant building codes are: 2009 IBC, 2009 IEBC, 2009 IMC, 2009 IRC, 2009 or 2012 IECC,AA115, MA amendments, 1. Structures shall conform to 780 CMR 8`"Edition 1 and 2 family building codes with MA amendments. 2. Grading plan for structures being constructed required.780 CMR R401.3 for drainage requirements. 3. A basement drainage system is required in all basements 780 CMR R405.2.3. except those in group I soils (table R405.1) 4. Foundations that retain earth and enclose interior space require damp proofing 780 CMR R406.1.or if high water table or severe soils waterproofing 780 CMR R406.2. 5. Through wall form ties must be removed from both faces and patched with hydraulic cement..780 CMR R406.2 of amendments. 6. Foundation anchor bolts must be%" and be embedded a minimum of 7" into the concrete, 10" bolts! 780 CMR R403.1,6 7. CMU foundations require 3/8" parging before damp proofing. 780 CMR R406.1 see exceptions. 8. Emergency escape is required out of every basement whether habitable or not, each bedroom and walk- in attics.780 CMR R310.1 9. Crawl spaces can be treated in three different ways,vented (poor idea), exhausted (similar to exhaust only systems),or treating the space with supply and return.See 780 CMR R408 10. Ceiling joist are intended to prevent spread,once raised above the wall plate they become rafters ties and may require up sizing of rafters and increased nailing for example with a 4"slope 8.16nd common are required at each connection. 780 CMR R802.3.1. When there is neither of these a structural ridge is required with a load path to the foundation. 11. Steel straps over the ridge or 1x4 minimum collar ties are required 4'OC in the upper led 780 CMR R802.3.1 12. Ridge boards must be the full depth of the cut. 780 CMR R802.3, 13. A complete window and header schedule is required. 780 CMR Table 8502.5 for header sizing and number of jack studs required. 14. Wood walls shall be capped with double plates to provide overlapping at corners and intersecting walls with bearing partitions,joints staggered 2' minimum. 780 CMR R602.3.2 a. Exception:A single plate may be used or plates may be excluded over lintels provided the plates/lintels are adequately connected by a 3"x 6"plate .036 galvanized steel nailed to each segment with 6-8d nails 15. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. i-joist and or Floor Truss c. Roof truss 16. All I-Joist need to be protected from fire with '''A drywall or 5/8 wood structural panel. (R501.3) 17. A braced wall plan identifying appropriate braced wall areas where required (R301.1) and braced wall method being used.780 CMR 602.10. a. Garage corners and large corner window/door layout may require special solutions. b. All corners must he appropriately attached to the foundation. c. When using PFH (R602.10.3.3) or PFG (R60210.3.4) the nailing requirement is 4" and 3" respectively using 8d common nails or galvanized box nails.PNEUMATIC nails must be full headed with the temper and shank sizing meeting the strict code requirement. 18. When nailing sheathing make sure your pneumatic nailers' pressure is properly set. Nails set too deep perforate the sheathing weakening it and contribute to building damage in high wind events. 19. Ceiling heights minimum 7'for habitable spaces,6'8"for bathrooms includes tub/shower area if a shower head is used,6'8" for basements,6'4" at beams/ducts.780 CMR R305.1. MA amended 20. Hazardous glazing locations, within 24" of a door,or within 60" of a stair, or across from hot tubs, spas, bathtubs within 60" if not 60" above the walking surface, and other locations.780 CMR R308.4 21. Windows over 72" above grade with the opening less than 24 above the finished floor shall meet the 4" sphere rule.Order restrictors.780 CMR R612.2 22. Egress and emergency escape requirements shall be strictly met. a. Basements, habitable attics, and all sleeping rooms require emergency escape. 780 CMR R310 b. Windows within 44" of floor, DH 3.3 sett min window size, Casement 20"x41" exception 5 sqft at 1st floor. Minimum clear opening 20"x24"or 24"x20". 780 CMR R3101.1 c. Two doors remote as possible at the normal level of travel, opening measured from the face of the slab to the stop with door at 90 degrees,one 32" and one 28" minimum 78" high. 780 CMR R311.2 d. Landing at each door 36"out and the width of the door minimum 36", maximum step 7%"from the top of the threshold and only in-swinging doors. 780 CMR R311.3 23. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9", maximum riser 8124",maximum overall variance for the run is 3/8",4" sphere rule on risers except where the total rise is 30"or less 780 CMR R311.7.4.3 Exception,4 3/8"on balustrade, 6" in the triangle. Graspable rail 1'/a" minimum and 2" maximum rail, height minimum 34" maximum 38", required for 4 or more risers, Landing to landing constitutes a new run. Minimum ET'ceiling height from nosing. Rails must be continuous and returned to the wall if not to newel post.780 CMR R311.7. 24. Guards 36" minimum height above walking surface, a bench is a walking surface, required for more than 30"above floor or grade within 36",4" sphere rule. 780 CMR R312.1. 25. Floor joist systems that are not equal to 11.1/'nominal dimension must be covered with ''/:"drywall or 5/8" wood structural panel or equivalent with some exceptions. 780 CMR 8501.3 26. Educate the plumber and electrician about maximum notch and hole sizes, and placement. 780 CMR R502.8 and R602.6. In bearing studs holes not larger than 40%of a stud no closer than 5/8 to the edge, In interior non-bearing studs holes not larger than 60%of a stud no closer than 5/8 to the edge,or holes in joist are a maximum 1/3 the depth not closer than 2"from the top or bottom or to any other hole. Notches are different. 27. Drilling or notching of more than 50%of the wall plate width of an exterior wall or load bearing partition requires a 16 GA 1 W'strap across the area and 6"beyond each side with 8- lOnd nails. 780 CMR R602.6.1 28. Where dryer ducts penetrate the wall they must he sealed with fire caulk. 780 CMR M504.2 29. Dryer ducts must terminate outside of the building, have a backdraft damper, cannot include a screen, and require 3'clearance from windows.780 CMR M504.4 30. Dryer duct transition is limited to 8'of aluminum flex, must be exposed, and the proper UL listing. 780 CMR M504.6.3 31. Dryer duct maximum equivalent length is 35' less 5' per 90°elbow or per manufacturer's specs. 780 CMR M502.6.4, no screwed connections use foil tape appropriate for the use. 32. Dryer ducts when concealed must have a permanent label or tag within 6'of the duct connection 780 CMR M502.6,5 33. Makeup air is required for dryers exhausting more than 200 CFM. 780 CMR M504.5 34. Makeup air is required for any exhaust hood over 400 CFM,780 CMR M505.2 35. Fireplaces require all combustion air be provided from the exterior and below the firebox, duct work maintaining 1" clearance for 5' from the duct outlet for all fireplaces and airtight doors. 2009 IECC 402.4.3 36. Fire and draft stopping shall be completed before rough inspection.Typical locations, top(ceiling)and bottom (floor) plates, soffits,and every 10'within enclosed cavities.780 CMR R302. 37. Ignition barriers are required over all thermal plastics and must be in place before final. 780 CMR R316. 38. Dwelling/Garage fire separation.An attached garage (within 3'of main structure) is required to have%" drywall on the garage side of the separation wail and if there is a finished space above the garage all walls must have''/:"drywall and the ceiling 5/8"drywall.780 CMR R302.6 39. Energy aspects shall comply with the stretch energy code.780 CMR Appendix 115AA or 2009 IECC. a. An initial HERS evaluation is required including insulation levels anticipated. b. A final HERS evaluation confirming code requirements have been met including duct testing. c. A signed copy of the Thermal Bypass Checklist. d. Energy information including mechanical equipment posted on the electric panel, e. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star Windows and the Thermal Bypass Checklist. Duct blast testing when practicable. f. All band joist insulation must be enclosed within an air tight cavity,which you must create. 40. Vapor retarders. Although these are still in the code have exceptions, one must understand that there is a difference between a vapor retarder or barrier and an air barrier. An air barrier is intended to stop air flow(convection)a vapor retarder or barrier is intended to stop molecular moisture transfer{diffusion)_ A vapor retarder or barrier is effective even if there are some holes or gaps, however an air barrier has to be absolute and complete. If air can leak through an electrical device or through a crack it follows the path of least resistance and carries 99%of the moisture in a structure.This is evident every time one exposes fiberglass insulation and finds black insulation, which has filtered dirt out of the air moving through the insulation.780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing requirements, 41. Unvented attic assemblies, Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 42. Deck ledgers and post must be appropriately attached, bolts or lags. 780 CMR R502.2.2.1 Note:ThruLoks are engineered for post attachment supporting a railing. Lateral attachment is required for each deck per section 502.2.2.3. 43. Smoke and CO detectors as required.780 CMR R314 and R315. a. Smokes in each bedroom,within 10' of a bedroom door, and at the bottom of a stair leading to a finished floor above. b. CO within 10' of bedroom doors,at each level,for every 1500 soft, (plumbing code in the mechanical room)Except if there are no fossil burning fuels or attached garage. c. Heat detector in attached garage, and other large unfinished unconditioned spaces. 44. Closets beneath stair which have doors must be drywalled with %". 780 CMR R302.7 45. If there is mechanical equipment or a combustible roof,30 soft of space, arid 30" measured from top of ceiling joist to bottom of rafters an attic access of minimum RO of 22"x 30"is required to be located in an accessible place. It must be insulated equal to surrounding, gasketed, and secured in place. 46. Clearances above gas stoves and cook tops burners is 24" to non-combustible or 30"to combustibles. Relevant items must be submitted to the building department for approvals before inspections and or Certificates of Occupancy can be issued. Feel free to call if you have any questions. My telephone number is 587-1240 and office hours are Monday through Friday,8:30 am to 4:30 pm, excepting we close for walk-ins at 12:00 noon on Wednesdays. My email address is: cmiller(tilnorthamptonma.gov Thank you for yo cooperation on matters. huck Mi ler City of Northampton Assistant Commissioner and Zoning Enforcement Notes: 1. This plan has been produced for permitting purposes and shall not be used for the conveyance of land. r -- - — =' 15'77.. W 2. The premises shown hereon are part of an 125.08' — Open Space Subdivision as recorded at the Hampshire County Registry of Deeds in Plan SUBJECT Book 205, Pages 71-86. ' PARCET4` - c. �� 3. The premises shown hereon are the same as r�0�••••• . Build— formerly conveyed to Mt. Tom Properties, LLC O•s00••�D. g�etback ••••••••••p " by the deed recorded at the Hampshire ��' County Registry of Deeds in Book 10668, ( I Page 20. ; FT---- - Conceptual Soil o Lot 12 ` — _ _ _ _ Absorption System �) ae Map 41, Parcel 57 d as referenced from }M °' Area = 21,9623 Sq. Ft. -1-- recorded plan (see note) * SITE LOCUS MAP I "' o' No Scale Source: Northampton Assessor's Map N 104.4' IW V)I I h �I..., N� I I2 Lot 13 cia --•30. 1' Lot 11 I PROPOSED I RESIDENCE 30.2'—�I Iv' 31.0' L-97.05' Conceptual Well Location © R.Q80.p0 ,(SNOF 1'< See Notes for Plan Reference t� '�:. D /+ rear QP ■ E. m 236 yz. �IE� R ' ,allure 5 33 RIDGE A ' �/ , d. j REVISION: DATE: R LEVESQUE ASSOCIATES, INC PLOT PLAN DRAWING NO. A Land Planning Services Company LOT 12- RIDGE VIEW ROAD, NORTHAMPTON, MA S-1 40 School Street • Westfield,MA OIOES FOR SCALE: 1" = 30' DATE; 04.21.2016 JOB NO. (Pending) ph:413.568.0985 fax 413.568.0986 rlalknd.com RIDGEVIEW DEVELOPMENT, LLC