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TRUSS PAPERWORK
-- i SOUTHERN TRUSS: COMPANIES r� Southern Truss 2590 N. Kings Hwy Fort Pierce, FL 34951 (772) 464-4160 ' Fax: (772) 318-0015 Job Number. J1901146 Customer. GHO Homes Name: MW-67-Grenadine Address: Lot-67 City, ST, ZIP: Saint Lucie County, F V General Truss Engineering Criteria $ Design Loads 1 JLI. L. %/VI w Building Code and Chapter. FBG2017lrP12014 CompmerProgram Used: CC`�tt�t,� ® F® -MTek Version: 8.31 48VI G E _ _. NGE Gravity: Gravity: �+ CO 45.0 psf ROOF TOTAL LOAD N/A CODE N7nd Building Authority. S 160 mph from MWFRS(Envelope) ASCE 7-10 (Low Rise) St. Lucie County ®CO No. Date Truss ID# . 1 Oa/13/19 Al 2 08/13/19 A2 3 08/13/19 A3 4 0a/la/19 A4 5 08/13/19 A5 6 08113/19 A6 7 08113/19 A7 8 08113/19 AS 9 0a/13/19 A9 10 08/13/19 A10 11 08/13/19 All 12 Oa/13119 Al2 13 Oa/13/19 A13 14 08/13/19 A14 15 08113/19 A15 16 08113/19 A16 17 08/13/19 A17 to 0a/13/19 B1 Is 20 Oa/1. 19 ,Oiil1319 B2 83 21 ,08115119 Cl 22 0811 9 C2 23 e08)is1.9. C3 26 08113/19 CJ3 27 Oa/13/19 CJ7 This cover sheet is provided as per Florida Statute 61 G15-31.003 in lieu of signing and sealing each individual sheet. An Index sheet of the truss designs is attached which is numbered and with the indentification and date of each drawing. Engineer of Truss Design Package Brian M. Bleakly FL Reg. Eng. No. 76051 2590 N. Kings Highway Fort Pierce, FL 34951 No. Date Tmss ID# 28 ON13/19 Dl 29 08113/19 J1 30 0all3119 J3 31 08/13/19 J3G 32 08113119 J4 33 08113119 J5 34 Oan3/19 J5A 35 Oah3119 J7 36 08/13/19 RA 37 08113/19 J7G 38 ON13/19 V2 39 Oan3/19 V3 40 O8H3119 V4 SCANNED BY St. Lupie County SEP272019 STST. Lucl�ermitting =irvyJN4}P.[ialplyi�.+.. :.��4'2��i�y�c� �:'... v.aisc:.^.aM1'wr".�Y••v4 :4-� —�i-, T.1r_- t... .- Page 1 of 1 I TYPICAL DETAIL -) CORNER - HIP NOTE NDS=National Design Spedficiions for Wood Construction. 132-1 per Nat (D.O.LFactar-1.00) rids Toe nags only have OJ53 of lateral Resistance Value. 12 m l 12 �MIER ALLOWABLE RFJICTION PER JOINT ® UP TO 2SSj — 2--16d NAILS REWD. © UP To 3W = 3-16d RARE RM%- Typeent acli att CHORD HANGERS FASTENER GIRDER JACK J1-J3 TO HIP JACK GIRDER TG - - - - - - - 2-15d nails - - - - - BG ------ - 2-16dnails -- -- - J6 TO HIP JACK TC - - - - - - - 2-16d nale. - - - - - BC - - - - - -- 2-18dnails ----- -GIRDER " J7 TO HIP GIRDER TC - - - - - - - 3-16d nags - - - - - BC - - - -- -- 2-16dnals I - --- HIP JACK GIRDER (CJ7) TO Hip GIRDER TC - - - - - - - 3-16d naffs - - - - - BC - - - - - -- 2-16dnails ---- • MWWJY GRADE OF LU9i� LOA°°16 (PSFI oom IM 2C4 SIT 7w 91noM 1wcx m ° m 10 SSW sP�r-0+a z+ o e 4. _SC.HffMEM TRUSrJ 1 �+ Fort Pierce D�gihviiysion N.FriMngs t h CO P IiIES F59900 (800)232-GSM (772}9S4-4160 Fa6e(772)318- 0M li . A-•. Brian M. Bleakly Strad Eng #76051 2590 N. KTngs fllghway, F! Pierce, FL 34951 772--46;-41so NOTE NDS--NaUanal Design Speeifictions for Wood Construction. 132.5#• per Nail (D.O.LFactor-1.25) nds toe nmis only have 0.83 of lateral Resistance Value- 12 ALLOWABLE REACTION PER JOINT ® UP TO 2W a 2-16d NAILS REOb_ ® UP To 3w - 3-1ad NABS RB7D. ... Typical jack 4& attachment 2-16d Mau TYPICAL CORNER [AYOVr Tyyppical Hip -jack' attachment CHORD HANGERS FASTENER GROE'R JACK J1-%O TO HIP JACK GIRDER TC - - - - - - - 2-1Ed nails - - - - - BC - - - - - - - 2-16d nabs - - - - J5 M HIP JACK GIRDER 7C - - - - - - - 2--7.6d nits - - - - - BC - - - - - -- 2-16dnails - - - -- TC - - - - - - - 3-16d nails - - - BC - - -• - - - - 2-16d nails - - - - - HIP JACK GIRDER (CJ5) TO HIP GIRDER 1T; = - -- - -- 3-16dna-ls ---- - BC - _ _ _ - 2-16d na47s - N@DMUN GRADE OF WNBfR LONDW (PSF7 SM Ault: $X - am 24•n 1oP 20 D FHC1a17 — 7E1g 34 SYP Nei BXM SPA= as fa 24' OL SDI [ Ram 'wT�RUSSr Fort Pierce Division M 0 N.i h COMPANIES rt (8D0)232-O5U9 (772)464-4160 F=C772)318--0016 Brian 'M_ Bleoldy Struat. Eng #76051 25SO N. Kings Highway, Ft Pierce. FL 349SI 77Z-464-4160 —L,e'•:T'. �_v:ur.� nuu..a® =a,�Sr leatlau8 �,• _ �: =k •�. Lv t. fit' m(•4' i 5. •�L —. iR,. Cj ,•�_''-ll'� may{' .ii`Q .p �J - Y ?.29 v : J.: - �r1 Flair SM �6 32A Ims - . 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Note: t�(9�a(m�.g..�erpdir�a'1ea2th�S-Bmxil \"••'a`^ •l"NBH ie �ailll�BS� . r• •' affemate posM= ri r WE3 Nam sew mPdon T-Brad Naas i-Brace Nab `� �AffiIQ �- TBRACE Hrace Stzs WOce-29yTmm -Rom of LVNW &m*l9 Web Em 1 21 20arZA 1x4O4(j1Br w ixe r) T-&ace W lam 20 12ST43mm PmBF• W BmCe Sine forT®m-Ply Tess qmdrledCNdim=Rms of Uftdwd Bm WebQm 1 2 - 2x'3or2K4 �q.T..B� l.B� -B�aft-&acetre�stuesa�aaepa�aid(or}aser�member - (�i�i1=98t wa6sareueedfp9ietnm,-1x4abRiSPlaamsnnsibestress rated tioerds w9h desi�r vahra39rffi era egrml'f0 (or better) rite tnss vreb FmSPtrrasi�anhergradesuplo�e8h'1lL6redn9mamr'>eF,rsaQdD45fiorT �; FmBPtnm (mrmmlg� upm� aah 1lLbradrtg trmfmiai, use 8aD f>'5torT-BPerPR 6.00 12 �US 4 6X5a 13.1-0 , 20-0-0 , 28-5.0 4x5 Z* 8 3x4 US 7 B Dead Load Deft. - 5116In 2 111 Plate Offsets Y)- [20-0-12,Edge1, 13:42.8,0-3-01, (6:0.1.8,0.2-0], (9:0-4-12,Edge1, (11:0.2-0,0.2-8], (1365.12,0-34], (15:OF 112,0.3-0j, (17:0.2-4,0.2-8], [18:0.2-3,0.1-0], [20:0.2.90.1-07 LOADING(psf) TOLL 20.0 SPACING- 2-0-0 CSL DEFL In Qoc) Well Ltd PLATES GRIP TOOL 15.0 Plate Grip DOL 1.25 Lumber DOL, 125 TO 0.86 Vert(LL) 0.22 14-16 >999 240 MT20 2441190 BGLL 0.0 Rep Strew Ina YES BC 0.85 WB 0.66 Vert(CT) -0.5413.14 >883180 Horz(CT) 0.21 9 n1a We BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight 230 lb FT=20% oGR- TOP CHORD 2x4 SP No.2 *Except' T3: 2x4 SP M 31 BOT CHORD 2x4 SP NO2 `Except* 152,84: 20 SP No.3, B3: 2x4 SP M 31 WEBS 2x4 SP No.3 •Except- W3,W8: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=D-8-0 (min. G-25), 9=0.8-0 (min. 0-2.5) Max Horz2=221(LC 7) Max Uplifl2--548(LC 8), 9=548(LC 9) Max Grav2=1945(LC 1). 9=1945(LC 1) BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid calling directly applied or 633 oc bracing. WEBS 1 Row at midpt 4144, 6-14 FORCES. Qb) - Max Comp./Max-Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23=-94.341885, 3.4=3297I891, 45=236BM56, 5£=2398I674, 6.7=-34011915, 7-8= 3552/8K S-9=34601892 BOT CHORD 2-17=850129B7, 4-15=1401637, 14-15=71212889,13-14=58313163, 6-13=901671. 9-11=-66313017 WEBS 3.17=-9291190, 1517=81412859, 4.14=11081507, 5-14=-361f1504, 6-14=-13131566, 11-13=602I2908, 8.11= 4291164 NOTES- 1) Unbalanced roof rive loads have been considered for this design. 2) Wind: ASCE 7.10, Vu1h160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF BCDL=S.OpsF h=168; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) This buss has been designed for a 10.0 psf bottom chord live load noncencument with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=548, 9=548. LOAD CASE(S) Standard PE76051 �1 r _ \ r 091D O NSs russ ype MWb7-GRENADINEJEMCL A9 ROOF SPECIAL GIRDER 1 2 'enal Jpb Refe2nce o r•a=a. rr. r.m,e, r..,...a=, rtw: asroa JN 2/2tlttl Yru,C tl9t0 sJ01 Z12019 MTek lrMustrles,l�Tue Au 130991:352019 P89e1 ID:vI Midb)e5eiVi(W)QgO261SyoYvA-yRbS7gxgDnSmNxjzdAV DgHocw_W 7ajHgcDlk6yald6 1-2-0-01 59-4 { all 1 17-40 [ 203-5 1 23L0 I 273-2 33-0-0 I 40-0-0 142-0-0 2-0-0 6-94 6-2.12 44-D 2-11-5 3-0-11 3.11-2 58-14 7-0-0 2-60 Dead Load Dell. =121n 6.00 12 6x7 = 2x4 II EX5 = I 2x4 I Sx6 i i q Sx6 = 2x4 II sxa = .3 8 34= 10 0 3 0 1 N0P2X 5fP- V 5 - a7 2x4 -It 2 1 Al IM 12 2x411 20 1 13 I9 25 24 23 22 Sxa=. �_' 16 15 36 14 _ 2x4 11 3X - US = 2x4 11 US5xe 3x4 11 bx7 = NOP2x STP= = 2x4 11 4x6 = 7x10 = 2x4 11 6.94 13-0-0 16-5-0 20.4.0 2539 283-0 0.1.1 330-0 40-0.0 S-94 G2-12 3S0 3-11-0 411-9 3-1.7 3-1 2-104 7-0-0 Plate Offsets MY)- 13:0-2-8,0•3-OL (4:6-5-4,D•2-8), (s:o•A0.2-0), 111:DEc,D•2a), (12:0-2-4,0-0-1), [14:0-24,0.2.8), [15:0-2-0,D-0-121. [17:0-0-4,Edge), [20:0.2.8,D-2-0), [21:0.2-12 .0.2-121, I23:0-2-0,U-1-8), (26:0-2-7 0-1-0]. [28.0-2-3,0.1-0) LOADING(psf) SPACING- 2-0-0 CSI. - DEFL. in (toc) I/de8 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) GA5 19 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 SC 0.78 Vert(CT) -0.8719-20 >550 180 SCLL 0.0 Rep Stress Ina NO - WB 0.84 'Hort(CT) 0.26 12 Na Na BCDL 10.0 Code FBC2D17fiP12014 Mabbe MS Weight 513 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD SWdural wood sheathing directly applied. ' BOT CHORD 2x4 SP No2 -Except- BOT CHORD Rigid ceiling directly applied a 9-7-4 oc bracing. B3,66: 2x4 SP No.3, 134: 2x4 SP M 31, B6: 2x6 SP No2 WEBS 2x4 SP No.3-Except- WAW13:2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. 0.1-8), 12=041-0 (min. G-2.1) Max Hor22=151(1.0 6) Mali UpIW= 656(LC 8), 12=1166(LC 9) Max Grav2=2397(LC 1), 12=3527(LC 1) FORCES. ((b) - Max CompJMax Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4436/1129, 3-4 3799/1058, 4Z=-4409/1287, 5-6=-4427/1291, 6-7=7454/2233, 7-8=743012137, 8-0=-1093313286, 9-10=10329/326Q 10.35=1018513220, 11-35=10185/3220,11.12=703812263 BOT CHORD 2-25=1008/3885, 24-25=-1010/3881, 23.24=1010/3881, 20-21=100614568, 19-2D=3020/1D891, 18-19-3130f10823, 47-18=3130110823, 1536=227R75, 1436=227/715,12-14=1866/6201 WEBS 3-25=01270, 3-23=673/348, 4-23=629/196, 4-21=-618f2215, 21-23=717/3320, 6.21=812M50, 6-2D=1426/4400. 7-20=265fl85, 8-20--5556/1776, 8-19=575/574, 9-19=-469A17, 9.17=12041794, 11-17=1592/5554,11-14=1341/515, 14-17=-1718/5767 NOTES- 1) 2-py buss to be connected together with 10d (0.1319x3°) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-7-0 oc, 2x6 - 2 news staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 now at 0-9-0 no. 2) All loads ane considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply Connections have been provided to distribute only loads noted as (F) or (8). unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10: VuW-160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.OpsF h=1611; Cat 11; Exp C; End., GCpi=0.18; 5) Provide adequate drainage to prevent water pending. 6)All plates are MT20 plates unless otherwise indicated. \\ 7) This truss has been designed fora 10.0 psf bottom chord live load nonconcorteM with any other live loads. Vt - B[ 8) Provide mechanics] connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Ot-lb) 2=656. "\ 156. 9) Hanget(s) orother connection device(s) shall be provided suffident to support concentrated Ioad(s)13 to down and 13 lb up at 304-12,� 3nd 184 0-3-8, anted 961b down atdown and 168 111 31-0-att23a d 3771b downla dD31b up etand 296 13211-0 oat n bottom con hord. The The desigNselecrd, and 1270 111 mt'Ivon of such nand 412 lb nen6e�n i PE 76051 i CcfjgM6)drpjjjhWpons1bIIny of others.-- 7�� o rues ruse ype MM37GRENADINNEMCL ROOF SPECIAL GIRDER 1 Z Jab Reference o donai RM�0.31a9 JBI212%B PMt B.9I09Ju1 Zr 28f9 ALIvh lnGusWB91mC Tue AY 1399:31: wle Na99[ IDvlMidbje5eiVKW)QgOz6lSyoYN3-yRbS7gxgDnSmNxp dAVxHI%W W7ajHgcDfl*Wd5 LOAD CASE(S) Standard 1) Dead +* Root Live (balanced): Lumber Incmase=125, Plate Increase=125 Unitorm Loads (plf) Vert 1-4=70, 4-6=70, 5-5=70, &11=70,11,13=70, 2230=20,18-21=20, 15-15=20, 12-15=-20 Concentrated Loads Qb) Vert 11=202(F)17=1270fl 14=341(F) 35=144(F) 3G--78(F) all PE-76051 ////Y�S/ONA; E` JOD I.as nu ype y MW-V7 RENADIN12 10"L A70 ftedspedal 1 1 Job Reference o Donal Sx6 = Dead Load Deft. = 318 in 5 6x6 6.00 12 = 4x8 = exe = 6 37 x4 d 45 9 5x5 G We 43X6 III 8NDI'2X S1P= NOP2X 9TP= 2x40 2 4 �__ 722xd12x411�— 18 17 5x8- 1324 2322 21 2x4 11 Sx9 = 1 US = 2x4 11 4%8 — dx72 = Sx5 = 2x4 11 Sx5 = 3x5 2x4 It 1 69.10 I 127-8 1 tit-e-o t9-srD22-tt-0 1z5-9.91 2e-s0 i 33.11.4 1 aM;O 69-10 60-e 35-0 2-1-0 35-0 55A 60-12 t Plate Offsets MY)- [2:04-12,Edge), [3:0.2-8,0-0-0], [5:03g0-2.4], [6:U-".Edgel, V:0-3-0,0-4-01, [B:D312.0-1-0].112:0-0-12,Edgel. [14:0.2-0,0.2-81. 116:05.12,0.3.11, 117:0-3-4 .0-2-41, 09:05-0.0-4-41. [20:0.2-12,03AL [21:0-2-8,0301 [22G-".0-2-41 i25:0.2.3.0.1-0L (27:0.2-3,0.1-01 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in Qoc) Ilde6 Lld PLATES GRIP TCLL _ 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.29 19-20 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 SC 0.92 Vert(CT) -0.6819-20 >710 180 BCLL 0.0 Rep Stress Ina YES WB 0.98 Harz(CT) 0.33 12 We n/a BCDL 10.0 Code FSC2017/TPI2014 Matrix -MS Weight 276 lb FT=20% LUMBER. BRACING. TOP CHORD 2x4 SP No2 •Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc Ferries. T4: 2x6 SP Ne.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 no bracing. Except: GOT CHORD 2x4 SP No.2 *Except- 10-0-0 oc bracing: 20-21 B5,B7,F1: 2x4 SP No.3 WEBS 1Row at midpt 7-20 WEBS 2x4 SP No.3•Except• W4,W8,W7,W11: 2x4 SP No2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=030 (min. G-25), 12--0.8-0 (min. 0-2-5) Max Horz2=207(LC 7) Max Upli82-�38(LC 8), 12=563(LC 9) Max Grav2=1945(LC 1), 12=1945(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD . 2-3=3431/866, 3-0=-28481757, 4-5=3030f766, 5�6--2899f780, 6-7=-26961702, 741=-3736/959,8-9=29641844,9.10=•3432f944,10.11=3519/922,11-12--3471f933 BOT CHORD 2-24=-82112984, 23.24=822/2981, 22-23=-82212981, 6.20=51212203,19.20=636/3761, 7.19=-612/274, 16-17=57113082, 9-16=135f5g0, 12-14=70313031 WEBS 3-24=0t257, 3-22=60=93, 4-22= 603/157, 4-20=171300, 20-22--618/2047, 7-20=17461549, 8-19=610/2996, 8.17-1217/183, 17-19=-48613231, 9-17=-845134a. 11-14=431/184,14-16=-684/2887 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsh 3CDL=5.0psf, h=160; Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord rive load noncarim ent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) except at -lb) 2=538, 12=563. LOAD CASE(S) Standard /�/��SS1ONA 11ENG \\ l t axe = 8.00 12 5 30 4� 5x5 = Sx$ = 2X4 11 4 e 8 sx5 4 YJ6 3X4 C 3X8 O 3 910 Dead Load Dell. - 318 in u // lJ ... W8. _ NOP2x STP- to 1 NOP2XSTP= m zz4 0 2 x10 -/x1o= 112X4 II dd1 1 a4 11 2.4 1110 �1 12 22 21 20 19 5x5 = 14 13 3x5 = 2x4 11 46 = 4x12 = SXS = 2x4 11 2X4 11 5,5 = 3x5 2x4 II 5X10= E9.10 I 12.7.9 I 18-e-0 19-SA 22-11-0 pq�p 27-9-0 38-71 4040 co_,� ago 4� �.e�. I I i Plate Offsets (X,Y)- [2:0-0-12,Edge],13:D-2-B4O.3.0], [18:D-3-12.0-3-41.119:0-2.8,0-3-0] [5:0-3-0,0.2-4], [7:0-2-8,0-2-0]. [11:0-4-12,Edgel, [13:0.2-4,0.2-81, [16:0A-0,0$0I, j16:0-2-8,0Z-0], [17:0-3.12,0.3A), [20:0-3-4 0.2-41 [23'D-2-3 0.1-M [25'0.2-3 D-1.0] LOADING(psf) SPACING- Y4)_l1 CSL DEFL. In (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.30 17-18 .>999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.7017-18 >687 180 BCLL 0.0 Rep Stress Ina YES WB 0.86 Hoa(CT) 0.32 11 We We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weighr.2621, FT-20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 'Except' BOT CHORD 134: 2x4 SP M 31, B5,B7,F1,F4: 2x4 SP No.3 WEBS 2x4 SP No.3'Except' WEBS W4,WB,W9: 2x4 SP No.2 OTHERS 20 SP No.3 REACTIONS. (size) 2=0-8-0 (min. 0.2.5), 11=041-0 (min. 0-2.5) Max Horz2-207(LC 7) Max UpIi82--538(LC 8). 11=563(LC 9) Max Gmv2=1945(LC 1), 11=1945(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=34311866. 3-0=28481767, 4-5�30321766, 5-6=•29581772, B-7=-4209/1061, 7-8=35931941, 8-9--34031909, 9-10=44181883, 10.11=-34531932 BOT CHORD 2-22-821/2984, 21-22=-822I2981, 20.21=-822081, 6-18=490/2154, 17-18=727/4248, 6-17-4631209, 8-15=-727/164, 11.13=89913009 WEBS 3-22-AI257, 3-20=-6061293, 4-20=-605H56, 4-18=ISM04,18-20=615/2653, 6-18=2010/630,15.17=-54013171,7-17=460/2260, 10.13=-374/177,13-15=-68312877 Structural wood sheathing directly applied. Rigid calling directly applied or 6-4-7 oc bracing. Except 10-0-0 cc bracing: 18-19, 16-17 1 Row at midpl 6-18 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) MWFRS (envelope); Lumber h (3-second ate grip asd=1DOL=1260 ph; TCDL=5.Opsf; BCDL=5.Opst h=1 flit Cat 11; Exp C; End., GCpi=D.18; 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 6) Provide mechanical cormection (by others) of truss to bearing plate capable of w0hsanding 100lb uplift atjoint(s) except (it -lb) 2=538, 11=563. LOAD CASE(S) Standard ' r PE76051 �1 0-;MIZE //'//)SS/ONA 11E0 G ��\ `( 0 MM N59fipeype y Mw87-GRENADINEJEMCL Al2 _ RO WrJal 1 1 Job Reference o Oone 30um. I M". M rlam.:w l - r :6.31e5 JUI2r2019P 8.3103JU1272019M9eklndusbim.inc Tue Au 1309:31:392019 Pe9a1 IDv1M1db]eSeTVKWXZg029SyoYWSrCry2C AHObCrZOksOZPh1�3tIKIX3OCGEB2dywd2 VI 6L55 2-23 12 S0-0 2-023 562-12 12' oao ' Dead Load Deb. - 7/161n 5x7 5X7+ ] 8.00 12 B P 7 � zxa n r 3X6 4 2X4 Q 3 4- NOM STP= 3x4 O 5X5 = 5X5 = 3X4 C 11 2x4 II 2 •- 2x4 11 1 6xB = 13 21 20 7 12 19 18 15 14 _ 3x5 = 4X6 =, 5)M = 2x4 11 SX5 = M= 3X5 3X4 = 6x3 = 2x4 II 2X4 II 9.7-4 16-8-0 2&11.0 111 a8-0.O j&2-12 ao•0.0 5 7-4 1 9a-1z 1 4sO i 4-1n.n 5arf sz=12 1 tae I39 Plate Offsets (X,Y) - [2,0-0-12,Edge], [6:0-2-11,Edge], [10:0-2-8,0.2-01.[12:D-412,Edge], [15:0-2AO-M], 116:03U,D3-01, [17:0.2-12,04W], [19:04-0.0.241, [22:042-3,0.1-01, I24:0.23 D-1-01 LOADING (PSI) SPACING- 2-0-0 CS]. DEFL in Qoc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.34 16-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.7416-17 >647 180 BCLL 0.0 Rep Stress Ina YES WB 0.87 Horz(CT) 0.26 12 nla n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Weight 254 lb FT=20% LUMBER. TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 -Except- III: 2x4 SP M 31, 83,85,F2: 2X4 SP No.3 WEBS 2x4 SP No.3 *Except* V49: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0.8.0 (min. 0.1-10). 12=0.8.0 (min. 0-2-5) Max 1-1=2=201(LC 6) Max Upii82=533(LC 8),12=559(LC 9) Max Gmv2=1945(LC 1), 12=1945(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid cel0ng directly applied or 14-12 oc bracing. Except 10-0-0 oc bracing: 15.16 WEBS 1Row at mldpt 6-19 FORCES. (tb) - Max CompJMax Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3=3421/883, 34=-30981787, 4-5=3001/811, 5-6i=2337/672, 6.7=-2007/637, 7-8=3199/957, 8-9mal37/833, 9-10=3125/886, 10.11=3607/945, 11-12--3486/930 BOT CHORD 2-21=838f2990, 20-21---584/2487,19.20=5Mt2487, 8-17=-4531265,16-17=-64613498, 10-16=259/1275, 12-14=40513048 WEBS 3-2"191287, 5-21=-11SI565, 5.19=7421395, 6-19=162/393, 7-17=-59811920, 17-19=-298H839, 9-17=1146/418, 9-16=7101225, 11-14=481/l89, 14.16=-683/2976 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF, BCDL=5.0psh h=16ft Cat II; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This buss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at]oint(s) except (p=1b) 2=533, 12=559. LOAD CASE(S) Standard PE76051 i Joe Truss Truss Type MW-67-GRENADINEJErkcL A13 Roof Special 1 1 fob Reference(optiona0 �oamem inBa,r�rimw, r�., wear rum:aaras amxr VK ruacuarvaam 3mrarwiexmmnmt Xma iue/w9 ��ua:ar:wsura roger ID:v1 M1 dbje5eTVKVYXZgOzfilSyoYWSJOPLAV7p2.1)3TibzQk5eEmyaXeSopll_uzW DKyoJd1 -2-0e 5-65 10.103 1a0.0 21-0-0 2410.0 28-0-0 37-0-0 3&2-72 4640 42-0-0 5.1-13 Si-123 541 3Se 3.6a 2$a a2.12 48-4 2-0-0 Sx7 = Dead Load Defl. = 3/81n Sx7 6.00 F12 6 7 3x5 C 3x4 8 5 5x5 = 5a8 = Sze G 9 2x4 �� S 4 2x4 G 3 F3 11 NOM STP, 2 11 W12 NOPZX STP=. 2x411 2 122x411 t 5-7 13 1 4: 21 20 19 18 2x4 II 15 14 _ 3x5 = 316 3x4 = 5x7 5x5 = 4x12 = 3x6 30 2z4�158 12 Sig = 2z411 - 21011 2x4 II 83-0 { 16-0-0 I 834 7812 21"" 117e S-0 1-0-0 40-0-0 I -4-10.&I 2M Plate Offsets (X,Y)- (204-12;Edgel, [6:05-4,0.2-8], V'.0-2-6.0-2-0]. [8:0.1-12,0.1-8],19:0-2-4,0-2-81, [10:0-6-0,0-2-4], [120-5-B,Edgel, [14:05-8,0.24], [75:0.2.8,0.3-0], [16:0-2.12 .0341 [17:D-2-2 0-0-81, fl7:03-8,0.2-121 [18:0-0-12 Edgel, 125:0-2-3 0.1-01 [27:0.2.3 0-1-01 LOADING(psf) SPACING- M-0 CS]. DEFL. in Doc) Udell Ud PLATES GRIP „ TCLL 20.0 Plate Grip OOL 1.25 TC 0.57 Vert(LL) -029 16-17 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 125 BC 0.99 Vert(CT) -0.6816-17 >704 180 BCLL 0.0 Rep Stress Ina YES WB 0.98 Horz(CT) 0.26 12 rda n/a BCDL 10.0 Code FBC2017/rP12014 MetrbaMS Weight 261 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 24-3 oc puriins. BOT CHORD 2x4 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. F1,F4: 2x4 SP No.3 WEBS 1 Row at midpt 9-15, 6-18, 7-18 WEBS 2z4 SP No.3 *Except* W10:2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=M-0 (min. 0.2-5), 12=0-8-0 (min. 0.2.5) Max Horz2=181(LC 7) Max Upli62=516(LC 8), 12=545(LC 9) Max Gmv2=1944(LC 1). 12-1942(LC 1) FORCES. Qb) - Max. CompJMax Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 23=3461/852, 3-4=3204R82, 45=31241803, 5.6=-2479/634, 6-7=22201665, . 7-8=-3172/840,8-9=-463811231,9-10=-410711056, 10.11=3148/821, 11-12--34851944 BOT CHORD 2-21=801/3030, 20-21=58312598,19-20---MI2598,18-19=-342PL146,17-18=-360PL614, 16-17=49913173, 1244=727/3064 WEBS 9-16=21981637, 3.21=-3461248, 5.21=1101510, 5-19=662f351, 6-19-1801620, 6-18=142/285, 7-18=14101268, 7-17=53812571, 8-17=11451468, 8-16=53211731, 10-16=472/2306, 10.14=-7351174, 14-16--52472849, 11-14=361/243 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 740: Vult'-160mph (3second gust) Vasd=124mph; TCDL=5.OpsF, BCDL=S.Opsf; h=1sit Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load noncencunent with any other live loads. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joints) except at --lb) 2=516, 12=545. LOAD CASE(S) Standard f PE76051 A ! = \. /////✓✓�SS�ONA 1 `ENG ��\� ✓ MN-a7-GRENADINE4EM-G1 A14 RaofSpecial - 1 1 Job Reference o tional JOWICIII IN59, R YIBIC& Y4, J9Yil �3 a 6.00 F,2 Hato 3x4 = 5,5 = Dead Load Deft - 5116 in _ Us 6x8 = 2x4 11 2x4 11 4x12 = 3x4 = 3x5 = 3x4 = 6x9 — 2x4 II 12 17 1t 13 0 LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress lncr YES Code FBC2017ITP12014 CSL TC 0.71 BC 0.87 WB 0.98 Matrix -MS DEFL In (loc) Well Lid Vert(I-L) .0.26 17-18 .>999 240 Vert(CT) -0.6017-18 >804 180 Horz(CT) 021 12 We We PLATES GRIP MT20 2441190 Welght2471b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2'Etcwlar TOP CHORD Shudurel wood sheathing directly applied or 2-2-15 cc pudins. T2: 2x4 SP M 31 BOT CHORD Rigid ce8ing directly applied or7-1-8 oc bracing. SOT CHORD 2x4 SP M 31 -Except- WEBS 1 Row at mldpt 8-18 B3X'. 2x4 SP N0:3; B6,B2: 2x4 SP No2 WEBS W SP No.3'ExcepY W10: 2x4SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. 0-1-10),12=D.&O (min.0-2-5) Max Horz2=161(LC 7) Max UPH112=-496(LC 8),12=-527(LC 9) Max Grav2=1945(LC 1), 12=1945(LC 1) FORCES. (Ib) - Max CompdMax Ten. - Ali forces 250 0b) or less except when shown. TOP CHORD 23=34GOf787, 3-4=-3192f789, 45---31421783, 5E=25421625, &7=-28891715, 7-8=-3195f732, &9=4515A056, 9-1D=3826/923, 10-11=-m93/875, 11-12=35341888 BOT CHORD 2-22=-70912960, 21-22=-OSt2305, 2&21= 4O5t2305,17-18=717/4069, 8.17=26811240, 14-15--366/2884,12-14=-69W3104. WEBS 4-22-488I357, 5-22=-252r735, 5-20=482/578, 6-20=859M82, 6-18=151I615, 18-20=-40812574, 8-18=15881509, 9-15=24271511,1577=728/3839, 9-17=-501447, 1&15=242/1282,10-14= 71/277, 7-18=189/1093 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.1 O; Vult=160mph (3-sewnd gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preverdwater panding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except a=11c) 2==496, 12=527. LOAD CASE(S) Standard / PE76051 �4ri� i�0T P \ sS/ONA i `ENG O NaaI was I yp0 MM87-GRENMINNE41 5 RwfSpetlal 7 1 Job Reference (optional) ID:v7M1db]e5eTVKWXZgOz615yoYW3-FnW5bD13axani01JX876JB3F XGkZIRCOdUCyoJd7 •2-0-0 63< 12-0-0 17SE 22.71-0 26-0-0 27-e-0 32-4-0 35-0-0 40-0-0 42-0-0 63 SE- 2 55E SE•B 25-0 25-0 47-0 2E-0 So-0 Dead Load Des. -318 in 5x7 = 3x4 = 2x4 it Sx5 = 4 6 8 7 2x4 II 6.00 12 Z 3%4 4 3 `�`= Sx7= 9 NOP2X STP= 1 1 NOP2X STP= 2x411 2 2x411 a 7 11 7 �= 12 S 22 21 20 19 18 15 14 13 3x5 _ 2%4 II US = 5x8 = 2x4 II 2%6 II 6s = 2x4 II � — = 3rA5x9= 63-4 I 12-0-0 1 1758 I 22-11-0 I 27-&0 324-0 1 35-0-0 I 400-0 1 634 5E-12 SSE 5-68 410-0 47-0 2-SO 5-0-0 Plate Offsets KY)- (2:0-0-12,Edge], [4:054,0.25], [9:o-2.4,0.2.8j, [70:0-54,0-2-8], (11:D4-12,Edgej, [14:0.1-12,0-2-4], [15:03-0,0.1-0L [16:0.2-12,Edge], f17:0.3-0 0.3-01, [19:0-2-00-2-0L [23:0.2-3.0-1-0] [25.0-23 0-1-01 LOADING(pso SPACING- 4-0-0 Cal. DEFL in Qoc) Well Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Ved(LL) -0.30 16.17 >999 240 MT20 24411190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.7016-17 >653 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Ho2(CT) ' 0.24 11 We n/a BCDL 10.0 Code FBC20177rP12014 Matrix -MS Weigh62521b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purllns. BOT CHORD 2x4 SP No2 •Except• BOT"CHORD Rigid ceiling directly applied or7-2-7 on bracing. 83,135: 2x4 SP No.3 WEBS 2x4 SP No.3 •Except• W6,W10:2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (sae) 2=03-0 (min. D-25), 11=0E-0 (min. 0.2.5) Max H=2-141(LC 7) Max Upli82=475(LC 8), 11=507(LC 9) Max Gmv2=1945(LC 1), 11=1945(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. - All tomes 250 Pb) or less except when shown. TOP CHORD 23-34681741, 3.4=28841686, 45=-29311745, 6-6=-3466/826, 6-7=-3481/826, 73=-054311074, 8-9=45021968, 9-10=41871997, 10-11-34811814 BOT CHORD 2-22-666/3027, 21-22=-66013027, 20.21=666I3027,19.20=512/2499, 6-17=287/167, 16-17=555/3266, 8-16-32A/223, 13-14=601/3045, 11-13=-60213040 WEBS 3.20=5151308, 4-20=-92/452, 4-19=2717754, 5-19=-M/347,17-19-5952857, 517=-154f749, 7-17=-2131593, 7-16-49111646,1416==-M14251, 9-16-430247, 9-14=20771475, 10-14=33811660 NOTES- 1) Unbalanced roof We loads have been considered for this design. 2) Wind: ASCE 7.10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psh h=16ft: Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwlse Indicated. 5) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrentwith any other live loads. 6) Prevlde mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at ]olnt(s) except et --lb) 2=475, 11=607. LOAD CASE(S) Standard . BL 7� f PE-76051 �1 O N6a rues ype Mwfi7-GRENADINEJEM-CL A16 Rw/Speclal 1 1 Job Reference o clonal Deed Load Deg. =12 in 5x7 = 3x4 = 2x4 It 31 = 2x4 II 5x5 = B.Os 12 4 5 6 7 8 g 2x4 C 3x4 3 10 5x5 5x5. Ila Is Is 11 NOP2X STF= NOP2X STP= 0 34 m 2x411 2 Jdr 1 9 18 1 132x411 y�14 Id j� axe = axis- 14 35 2322 21 20 17 16 15 3x7 = 4e = US = 2x8 II 2x6 II 5x12 = 3x8 3x4 = 1041-0 1 I 16{a8 22-11-0 27-9-0 31-(F8 37.0-0 40 0-0 10-0-0 s 54s I ss e [ 4-10-0 + 33E I slide Plate Offsets (X,Y)- 14:0.5-4,u 1, [6:a2-e,o-2.4], [11:D-2.O,a2-61, [12:D-2-8,0.2.4], [13:0-6-0,Edgel, [15:0-2.12,0-1-81, [16:Os4,0-2-81, [18:0-3-8,Edge]. [19:01 [20:0.3-0 .0-041f21:0-1-80-2-01.(24:0-2-30-1-01.126:0-2-3.0.1-01 LOADING(psf) SPACING- P-O-0 CSI. DEFL in Qoc) I/defi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.39 18-19 .>999 24G MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT)-0.8518-19 >562 180 BCLL 0.0 Rep Stress Inv YES WB 0.99 Hom(CT) 0.24 13 111 n1a BCDL 10.0 Code FBC20171rP12014 Matrix -MS Weight• 2421b FT= 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. ' BOT CHORD 2x4 SP M 31 'Except' BOT CHORD Rigid calling directly applied or 634 on bracing. B3,196: 2x4 SP No.3, 92: 2x4 SP No.2 WEBS 2x4 SP No.3'Exmpt' W5,11W. 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. 0-140),13=D-8-0 (min. 0.2-0) Max Horz2=121 (LC 7) Max Upli 12-468(LC 8). 13=71 g(LC 9) Max Grav2=1978(LC 1), 13=2428(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=35331903, 3-4=31511825, 45=3577/1016, 5-0=-449811236, 6.7=-0498/1236, 7-8=-0531/1240,8-9---471011267,9-10=-4787/1245, 10-11=-492811272, 11-12=4050/1139,12-34=427011173,1334=-0431/1223 BOT CHORD 2-23=-802/3104, 22-23=-651/2755, 21-22=65112755, 20-21=521257, 7.19=378/223, 18-19=-89614038,15.16=1565/6190, 16-35=102213900,13-35=102213900 WEBS 3-23=-407/283, 4.23=-45/458, 4-21=426/1135, 6.21=1090/441,1321=861/3385, 5-19=291/1091, 8.19=3611/73, 8-18=-424/1450, ls18=1015/4372, 10-18=-262242, 11-16=2037/654,11-15=2515R38,12-15=-38311611 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opst h=16ft; Cat 11; Exp C; Encl., GCpl=O.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water panting. 4) All plates are MT20 plates unless othervdse indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift atloint(s) except at --lb) 2=468, 13=719. 7) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 254 lb down and 164 It, up at 37-0-12 on top chord, and 303 lb down and 1601b up at 37-4-12 on bottom chard. The designtselection of such connection device(s) is the responsibility of others.8) In the \111I I11/// LOAD CASE(3 Standard section, loads applied to the tam of the Wes ere noted as front (F) or hack (3). ��\\\LPN M_B( ,�// . 1) DAad+Roof Live (balanced): Lumber Increase=1.25. Plate Invease=125 \\\ �-� �\CENSF��')����.�L,//j -Uniform Loads (pI() / ♦ / Vert 1-4=70, 4-8=-70, 8-11=70,11-12-7o,12-14=70, 20-26=20,1619=20,1731=20 yam__ �' PE37-6051 �t Continued on page 2 //���/SS/t?NALtE�G\��\\ l job TMM cuss ype MWA7-GRBMINEJE: 16 RoofSpedel 1 1 ,..,_ ,.Job Reference o onal LOAD CASE(S) Standard Concentrated Loads(Ib) Vert: 34=214(B) 35= 303(8) Rua:8.310e Ju1272019P Ca.310eJW T72019 NaTeMusMn, Ne Tue auy1309:31:432019 age2 IDNlMldbje5eTVKWXZgQz6lSyoYx3yz4ToZ1hLE5dKAKW53eLsOcrvylddCtAOTgs9AGayoJd_ PE76051 _. I . n �O \ A, J—T� i cONA p�NG��\� Jac NSa ruse ype MW-07-GRENMINEJEU1t A17 Roof6pedal 1 1 ,lob Reference o onal 6.00 12 20 2x4 11 Sid = 2x4 II 5x5 = 30 = 4x5 = Sx12 = 5 19 " Sx6 W6= 4x8 = e 17 6x8 = 7 165x12 MT20H5= 2x4 II 13 12 2x4 II 5X8 = 5.7-4 10-&0 1&1-B 22-11-0 27.40 9-0-0 37-4-0 sae I sn.1� I it I .tns I .L�rtn 12._�nl Dead Load Deft. - 7116 in t� Plate Offsets(XY)- r2:Edne.O.O-01, 19:0-10-00-1.121 H2:0300-2+41 r14.0-5-0Edget r15.044IEdnet t17.,0.1-80.2-121 r21:0.2-30.1-91 LOADING(psf) SPACING- 2-0-0 CSL DEFL in (]cc) Well Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.55• Vert(LL) 0.39 16 >999 240 MT20 2441190 TCOL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.7514.15 >595 180 MT20HS 1871143 SCLL 0.0 Rep Stress Ina YES WB 0.95 Horz(CT) 0.26 11 n1a nla BCDL 10.0 Coda FBC2017ITP12014 Matrix -MS Weight,2151b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' B3: 2x4 SP No.3, S4: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* W8,W11,W10: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=Mechanical,2=D-&0 (min.0-2-3) Max Hmz2=139(LC 10) Max Upliitl1=525(LC 9), 2=-442(LC 8) Max Gmv11=1676(LC 1), 2=1529(LC 1) BRACING - TOP CHORD Structural wood sheathing direly applied or 2-4-8 cc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. FORCES. Gb) - Max. CompJMax. Ten. -All forces 260 Gb) or less except when shown. TOP CHORD 2-3=.3234829,3.4=2759808, 4-5=-27001804, 5 6=38861122A, &7-485911533, 7-8=.389711265, &9=-3827/1243, 9.10=2999/965, 10.11=-327611059 BOT CHORD 2-2D=-63512824,19-20=-63512824,18-19=-W/3519,17-18=4ml3519,16-17=-82/258, 7-15=-9/337,14.15=1351/4926,11-12=-8742894 WEBS 3.19=-5161267, 4-19=-604/2099, 5-19=20531729, 5-17=185/573, &17=-988/400, 15-17=974/3739, &15=35511133, 7-14=11981372, 12-14=75313028, 9-14=-860I2957, 9-12=1507/431,10-12--3281220 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3second gust) Vasd=124mph; TCDL=5.Opsf; BCOL=5.Opsf; h=1Sit Cat 11; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 date grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift at)olm(s) except Gt=lb)11=525. 2=442. LOAD CASE(S) Standard • � \\\Q\\-\\W' M IBC / '�Ti//// 1 PE76O51 �1 i I* S NAL1�N�\ I 4x7 = 2x4 II 5x4 = Dead Load Defl. - 3116 in 30 = 1x4 II 3x4 = 2x4 11 2x4 II 2x4 II 4x10 = 5-9-0 11-&0 1&5-0 I 2250 28-5-0 30-0-0 I I I Plate Offsets IX.Y)- I2:0.0.8.Edp21, f4.0.5-0.0.2-01 P.0.1-12 0-2-01 19 0.2-0 0-1-81 112.0-2-12 0.3-01 rl4.0.2.o0.2-81 118.0.13 0.1 121 119.0.23 0-0.81 LOADING(pat) SPACING- 2-0-0 '1.26 CSI. DEFL In Ono) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL TC 0.48. Vert(LL) -0.15 13.14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CI). -0.3613-14 180 BCLL 0.0 Rep Stress Ina YES WB 0.71 Harz(CT) 0.17 10 .>999 n/a n/a BCDL 10.0 Cade F13C2017/TPI2014 Matra -MS Wetght1801b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No2 *Except' TOP CHORD T3:2x4 SP M 31 BOT CHORD 2x4 SP NO2'Exoept' BOT CHORD B3,B5: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP Nm3 REACTIONS. (size) 10=Mechanical, 2=0-&0 (min. 0.1-12) Max Horz2=222(LC 8) Max Up681;%(LC 9). 2=-392(LC 8) Max Grav1O=4353(LC 1).2=1508(LC 1) FORCES. Ob) - Max. CompJMax. Ten. -Al forces 250 Ob) or less except when shown. TOP CHORD 23--25301568, 3d=2013/459, 4-5=-2241/550, 516=-22471548, 6-7=2919/626, 7-8=1384/324, &9=13221321, 9-10=1316Yd34 BOT CHORD 2-18=-6042194, 17-18- 604)2194,16-17=-60412194, 5.14=3221192, 13-14=.4162070, 12-13=870I3548 WEBS 3.16=548278, 14-16=38611670, 4-14=222/743, 6-14=1491436, 6-13=169/820, 7-13=1164/449, 7-12=24011606, 9-12---439/1810 Structural wood sheathing directly applied or 3314 cc pudins, except end verticals. Rigid calling directly applied or 6-0-0 cc bradng. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=1SOmph (3second gust) Vasd=124mph; TCDL=S.OpsF, BCDL=5.Opsf; h=16ft; Cal. 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb up11ft atjoint(s) except (jt=1b)10=334. 2=392. LOAD CASE(S) Standard \\\\\\pN �ll �B`F�/ij PE76051 3_ n ! _ i /�S/ONALI\\\\\ 1 r� a N65 NSS ype y MWE7-GRENADINEJEWCL C1 Roor9peclal 1 7 Job Reference (optional) n:o.ulua ams,NIurmc ujlusmzt NIYMIIminWBP1 ,t.n lYB/W laoa31:492ma"991 -2-60 57-4 108.0 ID:v1M1db1 �W)ZgC26tSyoYWd4=MrH5g9n2MFtXCTUPEWZSJ 9lRhgW0Cp8bdWyoJcv 2-0-0 I 57.4 I SO-12 I 4-8-0 I 741-0 40 = 4 Dead Load Deg. -1/B In -- ,.— � i P= 3x4 = i-o- -0 I 7� I Plate Offsets (XY)- 12:0-0-8 Edger 15:0.5-40-341 IB:Edae 0.1-81 I7:0-1-12.0-1-81 111:D-2.3.0-"I LOADING(psf) SPACING. Q-0-O CSI. DEFL in (roc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 - TC 0.85. Vert(LL) -0.09 7-8 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC '0.71 Vert(CT) -0.23 B-10 >999 ' 180 BCLL 0.0 Rep Stress Ina YES WB 0.64 Hom(CT) 0.05 7 n/a We BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight 121 @ FT= 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9.12 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-2-14 cc: bracing. WEBS 1 Row at mldpt 5.7 REACTIONS. (size) 7=13-8-0 (min. 0-1-8), 2=04&0 (min. 0-143) Max Hotz2=235(LC 8) Max Uplffi7=295(LC 9), 2=-330(LC 8) Max Grav7=1022(1-C 1), 2=1180(LC 1) FORCES. Qb) - Max. Comp./Max. Ten. - All farces 250 Qb) ar less except when shown. TOP CHORD 2.3=1804/447, 3.4=15921428, 4-5=2083/608, &7=266N53 BOT CHORD 2-10---51111553, 9-10=275/1079, &9=275/1079, 7-8=-456I1763 WEBS 3-10=3651263, 4-10=-163/534, 4-8=-340/1072, 6-8=-6461348, 6-7-1820/461 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wlnd: ASCE 7-10; Vult=160mph (3second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1SR; Cat. 11; Exp C; Encl.. GCpI=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This tress has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt4b) 7=295, 2-330. LOAD CASE(S) Standard M I11 BA / V�GEAIS4��♦���ii PF-76051^ \1 OFtlo YONA 11l�G\\\\, �. I o rues Imes Iwo EN Mw-G-GRADWE-1EM-CL C2 RaofSpedal 1 1 Job Reference c done] sowram IN4a, Ft 3,. US = 7$5 13-9-11 _ 23-0-0 ] 7-&5 I 63.a I 9. 25 Dead Load Deg. - 3116 in 3x5 = Plate Offsets (XYh f2:0-Od.Edael [5:030,0-241. I6:0-2-0,0.1.41 17:0.2-40.1.81 I11:0.2-3,0-0-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL In poc) Vdefi IJd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0,97. Ved(LL) -0.20 7-8 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.43 7-8 >635 180 BCLL 0.0 Rep Stress Ina YES WB 0.53 Hoa(CT) 0.06 7 We We BCDL 10.0 Code FSC2017/TPI2014 Matrix -MS Weight117lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 BOTCHORD WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 REACTIONS. (sae) 7=0-8-0 (min. 0.1.8), 2-0-6-0 (min.0-1-6) Max H=2=203(LC 8) Max Uplift7=289(LC 9), 2=334(LC 8) Max Grav7=1022(LC 1), 2=1180(LC 1) FORCES. (Ib) - Max CompJMax. Ten. - All forces 250 pb) or less except when shown. TOP CHORD 23=17901457, 34=15801439, 45=-16921415 BOT CHORD 2-1 D=-487tiS40, 9-10=25011098, 8-9=25011098, 7-8=62612095 WEBS 3-10=-362t255, 4-10=-1741494, 4-8=1351843, 5-8=7791406, 5-7=21461661 Structural wood sheathing direly applied, except end verticals. Rigid ceiling directly applied or 2.2-0 on bracing., 1 Row at midpt 5-7 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf, h=161t; Cal II; Exp C; End., GCpY-0.18; MWFRS (erwelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connectIon (by others) of truss to bearing plate capable of withstanding 100 lb uplift atloint(s) except Qt=1b) 7=289, 2=334. LOAD CASE(S) Standard M IBL/111// / PE76051 � G�N YONAI-(EN\\\N eTruss iruss Iwe MWL7-GRENADINEJEM-CL 4 C3 Common 3 1 Job Reference o 'anal JOUOIPJfI INB9, YG YIp103� YL� SiWI 4x4 = 7-&5 13-9-11 214-0 i 7-15 I 6 6 i 7-6.5 Dead Lead Den. -118In a Plate Offsets 1X.Yl— 12:0-0-4.Edoel. f6:0.1-4.6-0, -21f 00:0.230.0-B1 LOADINd(psf) SPACING- 240-0 CSI. DEFL. in poc) 0dell LId PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.08 7-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.20 7-14 >999 180 13CLL 0.0 Rep Stress Inv YES WB 0.21 Ho¢(CT) 0.04 6 We We 13CDL 10.0 Code FBC2017rrPI2014 Matrix -MS Weighh1011b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD BOT CHORD 2x4 SP No2 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 6=043.0 (min. 0-1-8), 2-0-&0 (min. 0-1-8) Max Hom2=139(LC 10) Max Up086=-257(LC 9), 2=-324(LC 8) Max Grev6=953(LC 1), 2-1112(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 23=16461435, 3-4=1433f416, 4.5=145BMS, 5fr=16591456 BOT CHORD 2-9=-40&1413. &9=166/95l, 7-B=1661951. 6.7=329/1446 WEBS 4-7=1921547, 6-7=3901274, 4.9=1701608, 3.9=3691262 Structural Wood sheathing directly applied or 4-1-9 oc pudins. Rigid ceiling directly applied or 9.2-14 0o bracing. NOTES- 1) Unbalanced roof live leads have been considered for this design. 2) MWFRSS(eEw 40; V l mbar ph (3-s 60 p alga st)griVasd 1Z60 ph; TCDL=5.0pst BCDL=S.OpsY, h=18ft; Cat II; F� C; End., GCpi=0.18; 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 6=257. 2-324. LOAD CASE(S) Standard [-/ V�G�SF-��� i PE76051 �1 /////4FSSIONA i 1�NG\�\\\� e tus5 rasa ype y M UT-GROVDINEJEMCL CJ3 DIAGONAL HIP GIRDER 7 1 Job Reference o 'onal SOWiem Try .FL Pbtce.t .3 951 Plate Offsets (X.V)— r2:Dd-S.04I-41, I5:0.2.3 0-0-81 LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (too) Vdeff L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75. Vett(LL) -0.05 4.11 >842' 240 MT20 24090 TCDL 15.0 LumberDOL 1.25 SC 0.53 Vert(CT) 0.05 4.11 .>847 180 BCLL 0.0 Rep Stress Ina NO INS 0.00 Horz(CT) 0.00 2 rda n/a BCDL 10.0 Code FSC20177fP12014 Matra -MP Weight 20 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanica1,2=0.10-15 (min. 0-1-0),4=Mechanical Max Horz2=135(LC 4) Max Uplifl3=-46(LC 17), 2=293(LC 4), 4=93(LC 17) Max Gmv3=59(LC 31). 2=323(LC 31), 4=99(LC 20) FORCES. (lb) - Max. Comp.ftAm Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 35-10 oc purilns. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.OpA h=1611; Cat II; Exp C; End., GCpt=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (none] to theface), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSVfPI 1. 3) Gable studs spaced at 2-D•0 co. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 ib uplift at)oint(s) 3,4 except (jt=1b) 2=293. 7) Hanger(s) or other connection devices) shag be provided sufficient to support concentrated loads)100lb down and 138 Ito up at and 1001b down and 138 Ib up at 1.6-1 on top chord, and 401b down and 9616 up at 1-fi1, and 401b dawn and 961b up at 1-6-1 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as from (F) or back (B). LOAD CASE(5) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate inaease=1.25 Uniform Loads (plf) Veit 13=70, 4-9=20 Concentrated Loads (lb) Vert 12=115(F=57, B=57)13=107(FS3, B=53) PF-76051 �1 o � a 0 O N55 mss ype MWA7-GRENADINE-JEM-CL CJ7 DIAGONAL HIP GIRDER 4 1 .lob Reference o fional SoW11em Truss, FL Plerw, FL.3< 1 Run:6.310s JW 2]201e Print9.310 aJul Tl21118 ALTeklMusblet, Ina Tue Ae 1309:31:SE 2019 Pagel ID:v1M1 db)e5eTVKWXLgOz6lSyoYv34UdSM1dU49sgdr AUn4g4C9KGuWyoJcp -2-e-11 5-1-3 ' 9-9-5' 2-9-15 z 0 Plate Offsets (X.Y)— I8:0.2-0.0-0-61 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in One) Udeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.10 7-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC ' 0.73 Vert(CT) 0.09 7-14 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.37 Horz(CT) 0.01 6 n/a nla BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight 491b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechenica1,2=0-10-15 (min. 0-1-8),6=Mechanical Max Hom2=247(LC 4) Max Up11114=120(LC 4), 2=319(LC 4), 6=88(LC 8) Max Gtav4=167(LC 1), 2=609(LC 31), 6=355(LC 31) BRACING - TOP CHORD Structural wood sheathing directly applied or 5.9.7 oc pudins. BOT CHORD Rigid calling directly applied a 10-0-0 oc bracing. FORCES. (Ib) - Max CompJMax. Ten. - All forces 250 (Ib) or fees except when shown. TOP CHORD 2.15-8461157,15-16=793I782, 3-16=722H76 BOT CHORD 2.18=27Of717,18-19=270/717, 7-19-270/717, 7-20=270(717, 6-20=2701717 WEBS 3.7-01257,3-6=7741291 NOTES- 1) Wind: ASCE 7.10; Vuh=160mph (3.wcond gust) Vesd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1610 Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcunent with any other five loads. 3) Refer to girder(s) for buss to truss connections. 4) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100111 uplift at)oint(s) 6 except at --lb) 4=120, 2=319. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads)100.1b down and 138lb up at 1.6-1, 1C0Ib down and 1381b up at 14r1, 1101b down and 421b up at 44-0,110lb dawn and 42lb up et 44-0, end 901b down end 103lb up at 7-1-16. and 90 lb down and 103 Ib up at 7-1-15 on top chord, and 40 to down and 9616 up at 1.6.1, 40 N down and 96 lb up at 1-6-1, 28 to down and 3 He up at 44-0, 281b down and 3lb up at 44-0, and 47111 down at 7-1-16, and 47111 down at 7-1-15 on bottom chard. The design/selection of suds connection device(s) Is the responsibility of others. ' 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front IF) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced}: Lumber Increase=125, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=70, 5-12=20 Concenbrated Loads (Ib) Vert: 15=115(F=57, B=57)17=75(F=38, B=-38)18=107(F=53, B=53) 20=.64(F=-27, B=27) �-NN�Q�P' GENSF 1 = PE76051 �1 i �A, /ONAi`ENG��\\d� O NSa ruse ype y Jw�7oaENnblNc. een-a J3 J., k Open e 1 Jab Reference optional ID:v7M1rib)e5eTV1(WXZgOz616yoYw3-rTTADXOBrkiElmOAptiiiSNOiet _LkYH7NMpMzOyoJcn LOADING(psf) SPACING- 240-0 CSL DEFL In (loc) Web Lfd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.33 - Vert(LL) -0.00 4.9 _999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 I BC 0.06 Vert(CT) -0.01 4-9 .>g99 180 ( BCLL 0.0 Rep Stress Ina YES WS 0.00 Horz(CT) 0.00 2 We Na BCDL 10.0 Code FBC2017I PI2014 Matrix -MP Weight 16 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 3k0 cc pains. BOT CHORD 2x4 SP No2 BOT CHORD Rigid ceiling directly applied or 1040-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanicel,2=0-8-0 (min. 0-1-8),4=Mechanical Max Horz2=114(LC 8) Max Up1813=47(LC B), 2-114(LC 8) Max Gmv3=64(LC 1), 2=328(LC 1). 4=45(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown NOTES. 1) Wind: ASCE 7-10; Volt-160mph (3-sewnd gust) Vwd=124mph; TCDL=5.Opsh SCDL=5.0pst h=16ft; Cat. II; Exp C; End., GCpl-0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 pal bottom chord I" load nonwncunent with any other live loads. 4) Referlo girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (It -lb) 2-114 LOAD CASES) Standard 1 PE76051 ��/�SSZONA"E �\�� 9f/ O N55 ruse type Qty Fry MWS/-MMISMINEJE1kCL .13G Ralf Hlp Grave 7 1 Job Reference o Oonal ... ,....�.• •••••-+•r, v.w. OalV9 JVlL/aVItlYNIC tlAIUOJYI Lr 3018 RV1OK 1114 NOlw 1Se'J.'d1:5/3%e P0ae1 ' IDvl Mtdb]e5eN1(W)t2ggz61SyoYx3•JgwmkMCf2Yse0K0 udOL8t�1l1wHkcXufYvNryaJcxn 2-6-8 22-6-8M8 I o3a —' 317 = 2x4 11 4 NOP2x b'TP= 3,g.g � 4 (Ln I Plate Offsets OC.Y)- r1:0-24.0.0.91.12:0.3-8 0.2-01 LOADING(Psf) SPACING- 24)-0 CSL DEFL In (loc) Vdeff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.02 6.7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.03 5-7 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.04 Hom(CT) 0.00 5 We n1a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight 13lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 3-" cc pudins. BOT CHORD 2x6 SP No2 BOT CHORD Rigid calling directly applied or 6.0-0 oc bracing. WEBS Zx4 SP No.3 REACTIONS. All bearings Mechanical except (IMength) 1=0-80, 5--Mechanical. ((b)- Max Harcl=64(LC32) Max Uplift All uplift 100 Ib orless st joints) 3 except 1=-382(LC B), 2=-109(LC 8), 5=140(LC 8) Max Grav All reactions 250111 or less atjoint(s) 3 except 1=1228(LC 1), 2=307(LC 1). 5=341(LC 36) FORCES. Qb) - Max. CanpJMax. Ten. -All forces 250 (lb) ar less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. ' 2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.OpsF h=16ft; Cat 11; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) ProNde adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chard tive load nonooncunentwith any other five loads. 6) Refer to girder(s) for truss to truss connections. 7) Refer to girders) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except jp=ib)1=382, 2--109, 5=140. 9) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 10) Hanger(s) or other connection devlce(s) shall be provided sufficient to support con adrated load(s) 9616 down and 95 It, up at 2.1114 on top chord, and 165611ldown and 545 lb up at 1-0-12, and 91 Ib down end 111 Ib up at 2-0-8 on bottom chord. The desigNselectien of such oonnectlon device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss ere noted as front IF) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Increase=125 Uniform Loads (pH) Vert 1-2=70, 2a=70,14=20 Concentrated loads (Ib) Vert: 3=37(B) 5--49(B) 7-1656(F) �\\\\\kII I[////// A M_BL PE76051 — - I -. A o\. O Nes mee ype Nw-a-GRENADINE-1 Jado- M 1 1 „_„•,__,_,__ �_ Job Reference o tionai •-+^••••• arm[aslUaJVI Zr 2018 NLTaK IntluStrlea, Inc TYe AUg la US3L582818 P89et IDvtMldbje5603N gOzBISyoYx3F2; 91EIa96MFtlYa1D:0mGEfBITIeIgLL11eJyoJdc. 5-M 5-00 f3H Plate Offsets (X,Y?- I1:0-11.Ed0e1 LOADING(Psf) SPACING- 2-0-0 CSI. DEFL in goc) Well Ud PLATES GRIP TCLL 20.D Plate Grip DOL -1.25 TC 0.39 Vert(LL) 0.05 3-6 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 SC 0.31 Vert(CT) -D.07 36 >816 180 BCLL 0.0 Rep Stress Ina YES WB D.00 Hoa(CT) 0.00 1 Na Na BCDL 10.0 Code FSC2017/TPI2014 Matrix -MP Weight 161b FT=20% LUMBER - TOP CHORD 2x4 SP N0 2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-6-0 (min. 0-1.8), 2=Mechanical, 3=Mechanical Max Horz1=124(LC 8) Max UplaU=.42(LC 6), 2--to4(LC 8), 3=2(LC 8) Max Gmv1=222(LC 1), 2=151(LC 1). 3=96(LC 3) FORCES. (Ib) - Max CompJMax Ten. -Ali forces 250 Qb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudlns. BOT CHORD Rigid ceiling directly applied or 10-" cc bracing. NOTES- 1) Wind: ASCE 7.10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf, h=16R; CaL 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This buss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1, 3 except Qt=1b) 2-104. LOAD CASE(S) Standard __ _ PE.76051 �i c� O910 J-R' Job frass N65 lype Guyy MW-67-GRENADINE,IEM-CL J7A Jack -Open 1 7 Job Reference o tional I 9". 3 Dead Load Den. - 3116 in Plate Offsets (X,Y)- 11:0-6-4.4D-101 LOADING(psf) SPACING- 2-0-0 CSI. DEFL In poc) Ilde8 Lld PLATES GRIP TCLL 20.0 Plate Grip DOL ' 1.25 TC 0.83. Vert(LL) 0.17 3-6 >490 24D MT20 244l190 TCDL 15.0 Lumber DOL 1.25 SC 0.63 Vert(CT) -0.28 3-6 >301 180 BCLL 0.0 Rep Stress Ina YES WB0.00 Hoa(CT) 0.01 1 Na Na BCDL 10.0 Code FBC20177TP12014 Matrix -MP Weight 221b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No2 REACTIONS. (size) 1=0-8-0 (min. 0-1-8), 2=Mechanical, 3=Mechanical Max Hdre1=174(LC8) ' Max Upliftl=-60(LC 8), 2=149(1_C 8) Max Gmvl=312(LC 1), 2=214(LC 1), 3=136(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directlyapplied or2-2.0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Cpsh BCDL=5.0psh h=168; Cat. II; Exp C; End., GCpl=D.16; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) Refer to glyder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) I except at -lb) 2=149. LOAD CASE(S) Standard f PE-76051 �1 r 1. im NSS rush ype MW-67GRENADINE-1EM-CL G Jack -Open GiNer 1 1 Job Reference o clonal so Wham Truss. FL Rerm. FL. 34ssi. i 314 = NOM STP= a n 4x4 = Plate Offsets (X.Y)— 11:0-2-0.Edbel, f2:0.2-12.0-1-81,16:0-0-12,0-1-01 LOADING(pit) SPACING- 2-0-0 CSL DEFL in Qoc) I/de8 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL `1.25 TC 0.28. Veri(LL) -0.02 6-B >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Ved(C'T) -0.04 6-8 >999 180 BCLL 0.0 Rep Stress Ina NO WE 0.55 H=(CT) -0.01 3 Na n1a BCDL 10.0 Code FBC2017/iP12014 Matrix -MP Weight 35lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS . 2x4 SP No.3 REACTIONS. (size) 1=0." (min. 0-1-8), 3=Mechanical, S=Mechanhcal Max Horz1=174(LC 8) Max UpUM=148(LC 8). 3=12(LC 8). 5-392(LC 8) Max Gravl=653(LC 1), 3=16(LC 1), 5=1290(LC 1) FORCES. (lb) - Max CompJMax Ten. -AII forces 250 (0r) or less except when shown. TOP CHORD 1-2=-1066216 BOT CHORD 1-6=-287/901, 5.6=-2871901 WEBS 2.6=-W11439, 2d=15W494 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-15 co pudins. BOT CHORD Rigid wiring directly applied or 104)-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=S.Opsh, h=160; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord five load nonconcu ent with any otherwve loads. 4) Refer to girder(s) for truss to Was connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (ry others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) 3 except at--Ib)1=148, 5=392. 7) Hanger(s) or other connection device(s) shag be provided sufficient to support concentrated load(s)1333 lb down and 354lb up at 5-0.12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as from IF) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Lire (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (pit) _ Vert: 1-3---70,1.4>20 Concentrated Loads Qb) Vert 6=1333(B) - \GENSF���j�ii PE76O51 i ril O - MW Nee ype y "-U-GRENADINNEM:CL W Valley 3 1 Jab Reference(,oilonal ..............__. e.YW3-fdWn3e.,��w,e.,vi„i,.,.,e..,,a..,.,�..,...,,.,,,a "2-0-0 idbjeSeNICUVXZgdf6lSyaYw3-fdldn3G¢4Vz65H91LUo7Pu�00VyNG1JGhAtyoJch - 2-(FO 2-0-0 2 3 2x4 d LOADING(psf) SPACING- 24N1 CSI. DEFL In Qoc) Well Ud PLATES. GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.06 Ved(LL) We - nla 999 MT20 2441190 TCDL 15.0 Lumber DOL "1.26 BC 0.03. Vert(CT) n!a nla 999 BOLL 0.0 Rep Stress inch YES WB 0.00 Horz(CT) -0.00 2 We We BCDL 10.0 Code FBC2017rtP12014 Matrix-P Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 cc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 104).0 cc bracing. REACTIONS. (size) 1-2.0-0 (min. 0-1-8), 2=2-M (min. 0-1-8), 3--2.0.0 (min. &4-8) Max Hort1=35(LC 8) Max Upii0t=12(LC B), 2=-36(LC 8) Max Grev1=62(LC 1), 2=48(.0 1), 3=28(LC 3) - FORCES. Qb)-Max. CompJMax.Ten. -All forces 250 Qb) orless exceptwhen shown. NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3seeond gust) Vasd=124mph; TCDL=5.OpsF, BCDL=5.OpsY h=168; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 , 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrentwith any other live loads. 4) Bearing atJoint(s) 2 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of beadng surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atJond(s)1, 2. LOAD CASE(S) Standard r PE- 6051n �� Joe 7 Nag Type MY W M-67-GRENADINEJEM-CL V3 Valley 1 1 .lob Reference (optional) IDv1 M1db)e5eT VKW)Qgm61Sy6V WS'Bg117PHEtlOd6tffsMG371TERy4ah4FSgplailE)Uyo7cg" " 2 3 20 ir 2x4 II I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In Qoc) Wait Lld PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.29 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL '1.25 BC 0.17. Verl(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Inv YES WB 0.00 Horz(CT) 0.00 n/a Ns BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight 1316 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-9-0 an puffins. except BOT CHORD 2x4 SP No.3 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid caging directly applied or 10-0-0 on bracing. ' REACTIONS. (size) 1=3-9-0 (min. 0.1-8), 3=3.9-0 (min. 0-1.6) Max Hors 1=75(LC S) Max Upliftt=26(LC B), 3=64(LC 6) Max Grev1=134(LC 1). 3=134(LC 1) FORCES. Qb) - Meal. CompJMax. Ten. -All tomes 250 Qb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vesd=124mph; TCDL=S.Cps , BCDL=5.Cpsf; h=16ft; Gatti; Exp C; Encl., GCpl=0.16; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonocncurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)olnt(s)1, 3. LOAD CASE(S) Standard \\\\\\\II 1B//////, \\Q.. �___ _C�/X. f PE76051 OF110 � I t. 1 jou TNes N55 yp0 MW-67-GRENADINEJEM-CL V4 Valley 1 1 ,lob Reference (optionarl ��w. v..v vv • a uu, a, au,a rYIIC C,S] V B JW W3-c0r M11CK Y ffLPR8, M%`GM 9 Ytl:SGW LN r YBaB I IDv1M1db"eye 1 NYWXZgOzfiiSyoYw3cOrPGIsONOPRYgmWGCv W 2VdhrFtgd6eY 4-0-0 4¢g I 3 3 2x4 G 2x4 11 I LOADING(psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inv YES CSI. TC 0135 BC 0.21 WB 0.00 DEFL Ved(LL) Ved(CT) H0rz(CT) In (Ioc) nia - n/a - 0.00 Vdefl We rda rJa Lid 999 999 We PLATES GRIP MT20 2441190 BCDL 10.0 Code FBC2017frP12014 Matix-P Weight: 14 tb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-" cc puriins, except BOT CHORD 2x4 SP No.3 and verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied v 10-0-0 cc bracing. REACTIONS. (size) 1=4-0-0 (min. 0-1-8), 3=4-0-0 (min. 0.1-8) Max Horz 1=81(LC 8) Max Up081=28(LC 8), 3=-69(LC 8) Max Grav1=146(LC 1), 3=146(LC 1) FORCES. Qb) - Max Comp./Max Ten. -All forces 25D Qb) or less except when shovm. _ NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S-Opsf; BCDL=S.Opsf, h=161c CaL 11; Exp C; End., GCpI=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires con0nuous bottom chord bearing. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrentwith any other live loads. 4) Provide mechanical connection (by others) of buss to bearing plate capable of withstandng 100 lb uplift atjoint(s)1, 3. LOAD CASE(S) Standard 0 . w z \\ f� PF-76051 O NAL