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HomeMy WebLinkAboutTruss Drawings (2) Job Truss Trussrype Oty Ply MAIN UPPER ROOF 170404R 68 Hip 1 1�CESPEDES ob Reference o tional Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 2711:57:14 2017 Page 1 23-0-0 -- ID:G5P5yvAJcxPrS4tCxhX9TrzMbnt-3?NHSFflWaAX9sYlLbXOAMpXAfildVeywxmiGLzMXoZ 7 0 0 11-0-0 W-0-0 23-5-5 29_10-11 _ 36-4-0 42-4-0 I 46-0-11 4``SS''SS�1} 53-¢¢-tt1� ' 7-0-0 T 4-0-0 l 6-5-5 6-5-5 -�— 6-5-5 6-0-0 3-8-0 1-5-1 T 5 Scale=1:89.7 Dead Load Dell.=3/8 in 4.00 12 6x6= — 7x6= 6x6 4x4 = 5 24 25 26 7 27 a 7x6 7x8-- I 6x8 23 4 W W8 1 9 28 10 II 22 3 ! I 1 29 3 5x6 II c(6 2 1 2 t1 12 0LIJ3 I� 4x6=21 20 LD 18 16 { 14 13 4x6= o 19 30 31 17 32 33 15 6x12\\ 4x4—5x8 MT20HS=4x8 7x6= 15x8= 4x6= 7x6= I 23-0-0101-02M-0 36-4.0 23-" 23.-A0-098 -0-0 2 1z2r4-0 7 51-24 St 9--0 e I 2-" Plate Offsets(X Y)— 12:0-0-0 0-2-141 f4:0-3-0 0-4-81 f1'0-3-0 0-481 I9'0-4-0 0-4-81 111.0-0-15 0-2-121 f11.0.3-1 1-8-121 113 0-0-0 0-2-121 114.0.3-0 0-4-41 f17.0-3-0 0-481 f21:0 7 3 0-3-01 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildell L/d I PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.55 Ved(LL) -0.26 17-18 >994 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.63 17-18 >827, 240 1 MT20HS 187/143 BCLL 0.0' Rep Stress Incr YES WB 0.81 Horz(TL) 0.19 14 n/a nla BCDL 10.0 Code FBC2014/rP12007 Matrix-S Wind(ILL) 0.30 17-18 >999. 240 Weight:365 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-11 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-2 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 6-18,7-1619-14,3-21. W12,WCL3,WCR3:2x6 SP No.2 with 2x4 SP 1o.3 with 2-10d(0.131ix3')nails and cross brace spacing of 14-0-0 oc. FMiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14=3306/0-8-0(min,0-3-14),21=2594/0-8-0(min.0-3-1),13=3310-3-8 (min.0-1-8) Max Horz21=186(LC 10) 1 Max Uplift14=1338(LC 12),21=1208(LC 12),13=277(LC 21) Max Grav14=3306(LC 1),21=2594(LC 1),13=39(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-604169,2-22=7381168,3-22=-652/185,3-23=4570/2501,4-23=-450512517,45=4222/2384, 5-6=3942/2348,6-24=-4193/2420,24-25=-4193/2420,25-26=4193/2420,26-27=-419312420,7-27=4193/2420, 7-8=2807/1731,8-9=-3033/1734,9-28=434/1028,10-28=451/936,10-29=-565/1118,11-29=-586/1007, 11-12=683/1013 BOT CHORD 1-21=59/602,20-21=-1945/3827,19-20=2211/4315,18-19=2211/4315,18-30=2091/4330,30-31=2091/4330, 17-31=2091/4330,17-32=1892/3945,32-33=-1892/3945,16-33=1892/3945,15-16=707/1401,1415=707/1401, 13-14=955/674,12-13=955/674 �! WEBS 3-20=296/549,4-18=-478/376,5-18=332fT78,6-18=7691394,6-17=341/248,7-17=1581589,7-16=-1636/914, 8-16=133/439,9-16=763/1637,9-14=3370/1930,10-14=6081405,3-21=3688/2129,2-21=-635/554, 11-13=-191/301 NOTES- 1)Unbalanced roof live loads have been considered for this design. I' I 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=250;B=45ft;L=53ft;eave=6ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (directional)and C-C Extedor(2)0.0-0 to 5-4-0,Intedor(1)5-4-0 to 17-0-0,Exterior(2)17-0-0 to 43-10-8,Interior(1)43-%8 to 5340 zone;cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;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)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1338 lb uplift at joint 14,1208 lb uplift at joint 21 an'd 277 lb uplift at joint 113. 8)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard I CARIir,.O. FORBES FL LIC,.NO:20899 1 555 S. POMPANO PKWY. PAAMPANO BEACH, FL.3U69 (954)682.6651 ,, I Job Truss Truss Type — City Ply �CESPEDE8 MAIN UPPER ROOF 170404R B9 ROOF TRUSS 1 1 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:6.020 s Nov 18 2016 Pdnt:8.020 s Nov 182016 MiTek Industries,Inc.Thu Apr 2711:57:14 2017 Page 1 23Q ID:G-5P5ywtJcxPrS4tCxhX9TMbnt-3PNHSFf � sYlLbXOAMpT XOZ 10-00 00 ��21 -0 F3-4-0 46-0-0 5 53-4-5 88 2-8 I6 340-80I 0-0 17-8-04-0-0 -10-0 -8- 6-7-11 ' I Scale=1:88.2 Dead Load Dell.=7/16 in 6x6= 4x4= 2x4 II 7x6= 4x4— 6x6= 4.00 12 — 5 6 7 29 30 8 9 31 1 11 32 4x6 I 4 7x10 MT18HS-- 5x6% 15 W 8 12 _ WCL1327 W2 W 2 3 33 5x6 II `b 13 1 2 / 1 0 V 11 14 o to 4x6= 26 25 24 23 22 21 20 19 1B 17 16 15 4x6= . 6x12\\ 4x4= 5x8 MT20HS= 4x8= 5x8 MT20HS= 4x4 4x4— 5x8 MT20HS= 5x14= 4.6= 3x10 II I I 23-0-0 I 23-0-0 23-Osg-4-0 '�2-012 -0 I 15-0-0 2.8-0 1 I a4-0 -0 I 51-2-4 5 --08--o 10 3B-0 3 :76-0uep�2-0-0oa 2 7 z-0-0 Plate Offsets(X Y)- f2:0-0-0 0-2-141 18.0-1-121}a01 f9'0-0-0 0-2-121 f9'0-3-0 Edgel f 13.0-3-1 1-8-121 f13'0-0-15 0-2-121 f 15.0-0-0 0-2-12j f 18:0.3-8 0.2-81 126.0-7-3 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.43 20-21 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Ved(TL) -0.86 20-21 >612 240 MT20HS 187/143 BCLL 0.0' Rep Stress Incr NO WB 0.84 Horz(TL) 0.16 16 n/a n/a MT18HS 244/190 BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Wind(LL) 0.43 21 >999 240 Weight:357lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP M 26'Except* TOP CHORD Structural wood sheathing directly a plied or 2-2-1 oc pudins. T2,T4:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-9-14 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 6-23,10-18,12-18,4-25 WEBS 2x4 SP No.3*Except' with 2x4 SP No.3 with 2-1 Od(0.131°x3")nails and cross brace spacing of 20-0-0 oc. W10:2x4 SP M 30,W11,WCL3,WCR3:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss REACTIONS. (Ib(size) 16=445710-8-0(min.0-4-7),26=283710-8-0(min.0-2-6),15=-9910-3-8(min.0-1-8) erection in accordance with Stabilizer Installation guide. Max Horz 26=164(LC 10) Max Uplift16=1745(LC 12),26=-1301(LC 12),15=330(LC 24) Max Gravl6=5357(LC 19),26=2837(LC 1),15=128(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. I TOP CHORD 1-2=7471177,2-3=873/298,3-27=4045/1991,27-28=4041/2000,4-28=3994/2013,4-5=5397/2847, 5-6=5104/2787,6-7=6589/3360,7-29=6589/3360,29-30=-6589/3360,B-30=6589/3360,8-9=-6589/3360, 9-31=6589/3360,10-31=6589/3360,10-11=-443912333,11-32=467412370,12-32=483612374,12-33=719/1579, 13-33=752/1453,13-14=782/1388 BOT CHORD 1-26=164/733,25-26=-'175013906,24-25=2579/5164,23-24=257915164,22-23=272115987,21-22=2721/5987, 20-21=-2956/6671;19-20=262115900,18-19=-2621/5900,17-18=1352/778,16-17=1352(778,15-16=1352f778, 14-15=-1352/778 WEBS 3-25=351/855,5-23=557/1282,6-23=-1487/688,6-21=422/1358,10-20=568/1307,10-18=-2457/1217, 11-18=17/304,12-18=-2812159B4,12-16=-4779/2464,3-26=-3617/1857,2-26=565/429,13-15=78/257, 7-21=-650/430,8-20=-778/490,4-23=-111/302,4-25=155511008 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=53ft;eave=6ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (directional)and C-C Exterior(2)0-0-0 to 5-4-0,Interior(l)54-0 to 15-0-0,Extedor(2)15-0-0 to 46-0-0,Interior(l)46-0-0 to 53-4-0 zone;cantilelver left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;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).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit betw ten the bottom chord and any other members. f 7)Ceiling dead load(5.0 psf)on member(s).11-12,12-13 8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psQ applied only to room.20-21,15-16 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1745 lb uplift at joint 16,1301 lb uplift at joint 26 and 330 lb uplift at joint 15. 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 11)Attic room checked for U360 deflection. I 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard CARE. O. FORBES 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 i Uniform Loads(plf) FL LIC NO:20699 Vert:1-5=90,5-31=90,11-31=240(F=150),11-32=250(F=150),13-32=100,13-14=90,1-14=-20 555 S. POMPANO Pi(104 Y. I PAMPANO BEACH, ILL. 330691 (96 4}682-6651 i Job Truss Truss Type Oly Ply �CESPEDES MAIN UPPER ROOF 170404R 13131 Hip Girder 1 1 Job Reference o tional Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 1812016 MiTek Industries,Inc.Thu Apr 2711:57:16 2017 Page 1 {1-0 - 1 I D:G5P5ywtJcxPrS14tCxhX9TrzMbnt-?O1U2twhZ2BOE09i8Sf(1e(nunEwy�(OBFF NFFpKEzMXoX I 10-9-0 21-4-0 23-8-0 26-0-0 3-9-03 7 4.18 4-1-8 2-4-0 2-4-0 2-4-0 Scale=1:43.5 I Dead Load Dan.=5116 in = 4.00 12 4x1 3x4— 1.5 a II �' ax 0= 4 23 25 ull 3x4 Bx14\\ 7 4x10 2 14 8 0 1 9 a T O . , 28 29 15 30 14 5xl2— Io 0 3x4= . 19 18 4x8= 3x6= IJ 11 • 3x4= �20 27 17 f 12 �10 7xB 2x4 II 2x4 11 6x6= '6x8= I 23-0-0 23.0-0 1 z-o-o z(41O 7-0-0 1 o-s-o 1 1 a-1 o-s 1 19-0-0 I 21-a-0 1 23-e-0 za-a o 2s-o-0 2-6-6 0-4-0 4-e-0 3-9-0 4-1-a 4-1-8 1 2-4-0 2-4-0 -4-0 2-0.0 Plate Offsets(X 1)—(2:0-3-8,Edoe1 50-7-0 0-2-01 16.0-6-12 0-2-01 110:0-3-0 0-4-41 113.0-5-12 0-2-81 116.0-5-8 0-3-01 120 a0-14 0-2-101 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.89 Verl(LL) -0.24 15-16 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.54 15-16 >477 240 BCLL 0.0' Rep Stress Incr NO WB 0.99 Horz(TL) 0.15 10 n/a nla BCDL 10.0 Code FBC2014/TP12007 Matrix-S Wind(LL) 0.31 15-16 >834 240 Weight:154lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-13 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10' oc bracing. WEBS 2x4 SP No.3`Except' MiTek recommends that Stabilizers and required cross bracing be installed during truss 32:2x4 SP SS,W10,WCL3:2x6 SP No.2 erection in accordance w th Stabilizer Installation uide. REACTIONS. (lb/size) 10=1818/0-8-0(min.0-2-2),20=1828/0-8-0(min.(-2-3) Max Horz20=-64(LC 6) Max Upliftl0=982((-C 5),20=1059(LC 8) Max Grav10=1818(LC 1),20=1833(LC 39) FORCES. (lb)-Max.Comp.IMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-270/144,2-3=2745/1396,3-21=4339/2308,4-21=-433912308,4-22=4683/2438,22-23=-468312438,23-24=-468312438,24-25=-468312438, 5-25=468312438,5-26=-468312438,6-26=4683/2438,6-7=3671/1886,7-8=2899/1434,B-9=256/211 BOT CHORD 1-20=115/258,19-20=152/312,19-27=2321457,18-27=232/457,16-28=2261/4511,28-29=-2261/4512,15-29=2261/4513,15-30=1644/3479, 14-30=1644/3479,13-14=134212877,9-10=-1641259 WEBS 4-16=624/391,2-19=124812387,3-19=-748/404,16-19=98912122,3-16=1 128/2233,4-15=120/269,5-15=-577/419,6-15=71211503, 6-14=82/266,8-10=1527/801,2-20=1592/937,7-13=-5431346,7-14=4301711,10-13=298/232,8-13=131112680 NOTES- ! 1)Unbalanced roof live loads have been considered for this design. i 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=B.Opsf,,BCDL=4.Opsf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. I 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 982 lb uplift at joint 10 and 1059 lb uplift at joint 20.1' 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated Ioad(s)190 lb down and 290 lb up at 7-0-0,85 Ib down and 15611)up at 9-0-12, 79 lb down and 146lb up at 11-0-12,79 lb down and 146lb up at 1340,79 lb down and 146lb up at 14-11-4,and 79 lb down and 146lb up at 16-114,and 298 lb down and 347lb up at 19-0-0 on top chord,and 359lb down and 1631b up at 7-0-0,43lb down at 9-0-12,53 lb down at 11-0-12,53 lb down at 13-0-0,53 lb down at 14-11-01 1 and 53 Ib down at 16-11-4,and 2741b down and 110 Ib up at 18-114 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. I, 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 j Uniform Loads(pli) Ved:1-3=90,3-6=-90,6-9=-90,1-17=20,13-16=20,9-12=20 Concentrated Loads(lb) Vert:3=119(B)6=-151(B)19=42(B)5=-72(B)15=-19(B)14=11(B)21=84(B)22=72(B)24=72(B)26=72(B)27=17(B)28=-19(8)29=19(6)30=19(B) I I CAR .G- FOR13ES j FL LIC. NO:20699 555 S. POMPANO P6(WY. PAMPANO 85ACH, FL. 33069 6824661 I Job Truss Truss Type - - oty Ply �CESPEDES MAIN UPPER ROOF 170404R BG10 GABLE 1 ,�J1 ® Job Reference o tional Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 1812016 Print:8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 2711:57:17 2017 Page 1 ID:G5P xPrS4tCxhX9TrzMbnt-Ta2Q5GhBoV850JHKOj55o?Q7nKE19pCOcv_MtgzMXoW -1-0->'l��d,�'J 3-6-0 6-9-0 7-0�0 -0-0 ' 1-0-0 0.3-0 3-3-0 3-3-0 0 3-0 1-0-0 4x4= I Scale=1:34.9 4.00 12 i I 3 5x8\\ 5x8 1 I 5 1 9 1 4 4x8= e 23 - x II X4 6 x4- T T I W5 W6. I I 13 12 11 10 8 7 2x4 11 3x4= 2x4 11 3x4= 2x4 11 28-0-6 28-0-6 0 3]0 3-6-0 6-9-0 7f0 0 0-3-0 3-3-0 3-3-0 1 0-3-0 Plate Offsets(X 1)- I2:0-2-12,Edge1 12:0-2-5 0-8-91 f4:0-2-12 Edgel f4:0-2-5 0-8-91 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 10 >999 180 BCLL 0.0' Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:181 lb FT=20% LUMBER. BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly Lplied or 6-0-0 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6V0 oc bracing. WEBS 2x4 SP No.3'Except* W5,W6:2x6 SP No.2 OTHERS 2x4 SP No.3'Except' LP1,RP1:1-1/2x2-0/16 SP No.3 REACTIONS. (lb/size) 2=528/0-3-0(min.0-1-8),4=528/0-3-0(min.0-1.8) Max Horz2=44(LC 4) Max Uplift2=-325(LC 8),4=325(1_C 8) Max Grav2=663(LC 38),4=663(LC 38) I' I FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=351/98,3-4=-351198 WEBS 2-11=57/332,4-8=-59/332 NOTES- 1)2-ply truss to be connected togetherwith 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD WE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;Exp C;Encl.,GCpi=0.16;MVYFRS (directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. I 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 325 lb uplift at joint 2 and 325 lb uplift at joint 4. 1. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)188 lb down and 84 lb up at 2-0-12,and 188 lb down and 84 Ibl up at 3-6-0,and 188lb down and 84 lb up at 4-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pli) j Vert:1-3=-90,3-5=-90,6-13=-20,24=20 I CARL G. FORBIDS FL I.IC.NO:20699 555 S. POMPANO Pam. 1 PAMP,ANO BEACH, FL. 33069 (554)682.6651 I i 1 I Job Truss Truss Type Qty Ply �CESPEIDES' MAIN UPPER ROOF 170404R BG11 Roof Special Girder 2 1 1 Job Reference(optional 1 Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 18;2016 MiTek Industries,Inc.Thu Apr 2711:67:17 2017 Page 1 23-0-0 ID:G5P5ywtJcxPrS4tCxhX9TRMb�§-d5GhBoV850JHKOj55o7Q5gK789NOcv_MtgzMXoW t 3-1-2 5.8-13 8-11-7 3-1-2 2-7-10 + i' 3-2-10 1.5x4 II Scale=1:23.1 4 5 2.83 112 i 3x4 o 3 m W4 � 6 1.5x4 II 1 W 2 W6 3x6% n 1 W5 B1 3x4 c�'� EV7 2x4 II i, N 3x4 2.83 Ill2 e• 10 2x4 11 25-0-3 23-0-0 26-0-15 3-1-2 5-8-13 8-11-7 3-1-2 + 2-7-10 3-2-10 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Wall Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.27 Ved(LL) -0.04 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.08 8 >999 240 BCLL 0.0* Rep Stress Incr NO WB 0.48 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-P Wmd(LL) 0.06 8 >999, 240 Weight:47 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-14 oc pudins,except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-040c bracing. WEBS 2x4 SP No.3'Except' MiTek recommends that Stabilizers and required cross bracing be installed during truss EV1:2x6 SP No.2 erection in accordance with Stabiliser Installation guide. I � REACTIONS. (lb/size) 10=561/0-3-7(min.0-1-8),5=58/Mechanical,6=576/Mechanical Max Horz 10=197(LC 24) Max Uplift10=374(LC 4),5=46(LC 9),6=446(LC 4) Max Grav10=568(LC 30),5=71(LC 20),6=576(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=534/403,1-2=1353/9B6,2-3=1365/1044 BOT CHORD 9-11=-1091/1303,8.11=1130/1343,8-12=-1080/1288,7-12=-1126/1346 WEBS 1-9=953/1303,2-9=293/211,3-8=200/257,3-7=1313/1101 I NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.11;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 374 lb uplift at joint 10,46 lb uplift at joint 5 and 446 lb uplift at joint 6. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)67 lb down and 84 lb up at 3-6-0,111 lb down and 1591b up at 3-6-0,and 40lb down and 15lb up at 6-3-15,and 202 lb doom and 222 lb up at 6-3.15 on bottom chord. The design/selection of such connection device s)is the responsibility of others. s 8)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plt) Ved:1-5=90,6-10=20 Concentrated Loads(lb) Vert:11=-40(F=92,B=51)12=202(l I I 1 h 1 I' CARL O. FORBES FL.LIC. NO:20699 555 S. POMPANO PKWY. PAMPANO 1135ed CH, FL 33069 I � I Job Truss Truss Type — City — Ply CESPEDES MAIN UPPER ROOF 170404R BG2 Common Girder 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:B.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 2711:57:18 2017 Page 1 23-0-0 ID!G5P5ywtJcxPrS4tCxhX9TrcMbnl-xmcolcipZoGydTsWaRcKLCzHIkRju33XrZkv26zVAXoV 3-10-11 7-5-13 11-1-0 14-8-3 18-2-5 18r3-5 22-1-0 3-10-11 ' 3-7-3 + 3-7-3 + 3-7-3 3-63 0--0 Scale=1:35.4 4x4= Dead Load Dell.=1/8 in 4 4.00 F12 3x4 3x4 3 5 3x4 3x4 2 6 I 4x8 4x8 1 7 i I 1 EVt EV2 IN f r� a 17 74 18 13 19 12 20 21 11 22 23 10 24 94x10— 25 ° r 14x8 8 4x12= 4x6= 3x4= 3x8= 3x4= I 4x8 8 2 23-0.0 3-0-0 0-3-0 3-10-11 7-5-13 11-1-0 14-7-11 18-2-5 22.1-0 0-Y-0 3-9-11 3-7-3 I 3-7-3 + 3-6-11 3-6-11 I 3-10.11 ' Plate Offsets(X)1—19:0-3-8.0-2-01 114:0-3-8 0-2.01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TO 0.23 Vert(LL) -0.09 11-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.21 11-12 49 240 BOLL 0.0" Rep Stress Incr NO WB 0.84 Horz(TL) 0.05 8 n!a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-S Wind(LL) 0.09 11 >999 240 Weight:287lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-2 oc pudins,except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. WEBS 2x4 SP No.3*Except* EV1,EV2:2x8 SP DSS REACTIONS. (lb/size) 15=3523/0-8-0(min.0-1-8),8=3558/0-8-0(min.0-1-8) Max Horz 15=161(LC 7) Max Uplift15=1041(LC 8),8=1028(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=5301/1603,2-3=-5421/1689,3-4=-441011429,4-5=-441011429,5-6=5260/1648,6-7=508211548,1-15=2861/902,7-8=-3179/949 I BOT CHORD 15-16=193/671,16-17=1931671,14-17=-193/671,14-18=1422/4971,13-18=1422/4971,13-19=-142214971,12-19=142214971,12-20=-1422/5109, j 20-21=142215109,11-21=-142215109,11-22=1384/4958,22-23=-1384/4958,10-23=1384/4958,10-24=-136814763,9-24=-1368/4763, 9-25=-181/615,8-25=181/615 WEBS 1-14=127614422,2-14=401/214,3-12=183/906,3-11=1370/449,4-11=715/2439,5-11=1167/398,5-10=139/722,6-10=57/266,6-9=4441225, 7-9=124014274 NOTES- 1)2-ply truss to be connected together with 1Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are 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(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=B.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cal,.11;Exp C I Encl.,GCpi=O.18;MWFRS (directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)15,8 considers parallel to grain value using ANSIfTPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1041 lb uplift at joint 15 and 1028 lb uplift at joint 8. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)398 lb down and 102 lb up at 21-9-6 on to chord,and 398 lb down and 102 lb up at 0-8-12,395 lb down and 104 lb up at 2-8-12,395 lb down and 104 lb up at 4-8-12,395 lb down and 104 lb up at 6-4-0,395 Ib down and 104 lb up at 7!11-4, 395 lb down and 1041b up at 9-11-4,395 Ib down and 104 Ib up at 11-11-4,395 Ib down and 1041b up at 13-11-4,3951b down and 104 Ib up at 15-114,and 395 Ib down and 104 lb up at 17-114,and 395 lb down and 104 lb up at 19-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)Wareing:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-90,4-7=90,B-15=-20 i Concentrated Loads(lb) C,gRL G. FORBIDS Vert:7=-372 9-39516=39817=39518=39519=395 20=395 21=395 22=-395 23=395 24-395 25=395 FL LIC,NO.20699 555 S. POMPANO PKWY. PAMPANO 8EACH, FL.33069 (954)682-6651 i i 2, Job Truss Truss Type - 0' -Ply CESPEDES MAIN UPPER ROOF 170404R BG3 Roof Special Girder 1 Job Reference o tional Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 1812016 MiTek Industries,Inc.Thu Apr 2711:57:25 2017 Page 1 23-0-0 ID:G5P5ywtJcxPrS4tCxhX9TrzMbnt-E6XRm7o�yusuPEz7ha -01'$r1ESZSBwn9CzMX.0 4fi- 2-4-0 5-2-0 9-0-0 13-S43 17-11-0 21-11-0 26-11-0 29-9-5 33-0-2 36-10-14 403-11 43-2-0 4-0 48-8-5 53-4-0 2-0-0 2-140 3-10-0 4-5-e 4-5-8 4-0-0 4-0-0 3-10.5 3.8-13 3-8-13 3-e-13 2-8-5 -2- 1.8.0 2-&5 4-7-11 Scale=1:94.3 Dead Load Defl.=1 in 5x6 I I � a.00 12 sx1 = exe= � e 10= x4 11 3 6 0 8x = 4x4= 2x4 I x6= 4x 0 4 4 35 5 7 4 8 3 44 9 10 7 48 1 6x6 6 13 \ 1 2 9 3 1 j 414 II 1 1 14 15 u'f o 0 i IW h 29 28 27 26 25 24 23 22 21 - o 6 233 32 50 51 5253 54 55 56 57 58 59 596061 62 fi3 64 65 18 17 16 4x8= 4x6= 31 2x4 I I 7x14 MT20HS= 2x4 II 7x8= 2x4 II 7x10 MT20HS= 5x10= 4x10= 6x8 19 10x14:-� + 2x4 II 4x6= 7x8= I 7x8= 6x8= i I 226-0 464b" 23-0$2A-0 2 .2I -0-0 3-5-8 174I1410 11-0 29-9-5 33-41-2 336.10., 14 4 --1it 43 -0 52-0 5 io� 2 1P-0 I242 -05 4 0-0-0 -0 2-0-0 Plate Offsets(X,1)- [2:0-4-4,0-2-0],[3:0-6-8,0-3-8],[5:0-5-4,0-4-12],[7:0-5-4,048],[10:0-3-0,048],[11:0-3-8,0-2-0],[12:0-7-4,0-4-8],[13:0-3-0,0-4-0],[14:0-0-9,1-114],[14:0-1-3,0-3-10],[15:0-3-2,0-0-0],[16:0-0-0,0-3-10], [17:0-40 0-4-81 120:0-5-8 0-3-81 121:0-3-8 0-3-01 [22:0-3-8 0-2-0] [24:0-5-0 0-5-01 [28'0-5-4 0-5-0] [33.0-3-7 0-1-2] � I LOADING(psQ SPACING- 2-00 CSI. DEFL. in (loc) I/deft Lld PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.92 Verl(LL) -0.76 25-26 >692 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Ved(TL) -1.75 25-26 >299 240 MT20HS 187/143 BCLL 0.0' Rep Stress Incr NO WB 0.86 Horz(TL) 0.33 17 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S WmcI(LL) 1.02 25-26 >516 240 Weight:722lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc pudins. T1,T6:2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 5-6-11 oc bracing. BOT CHORD 2x6 SP M 26*Except' 1 81:2x6 SP No.2 WEBS 2x4 SP No.3*Except' W1,WCR3:2x8 SP DSS,W4,W6,W9,W26,W32,W34:2x4 SP No.2,W22:2x6 SP No.2 W28,W30:2x4 SP M 30 REACTIONS. (lb/size) 33=460410-8-0(min.0-2-11),17=1 1458/0-8-0(min.0-4-12),16=-4953/0-3-8(min.0-1-8) Max Horz 33=142(LC 6) Max Uplift33=2397(LC 8),17=5557(LC 8),16=-4953(LC 1) Max Grav33=4604(LC 1),17=1 1458(LC 1),16=2455(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-11608/5818,3-34=15814/8037,34-35=15813/8037,4-35=15813/8037,4-36=1576318003, 36-37=1576318003,5-37=15764/8003,5-38=13149/6638,38-39=-13069/6595,6-39=1293916566, 6-40=1294416570,40-41=1308116599,7-41=13153/6641,7-42=15430f7720,42-43=-15429f7720, 8-43=15429f7719,844=1130215595,44-45=-1130215595,945=11302/5595,9-46=11302/5595, 46-47=-11302/5595,10-47=1130215595,10-48=6256/3061,11-48=625613061,11-49=4421244,12-49=442/243, 12-13=3536f7393,13-14=-4893/10161,1415=-457819303 BOT CHORD 2-30=-5346110893,29-30=-5350/10895,29-50=5357/10920,50-51=5357/10920,28-51=5357/10920, 28-52=8940/18118,52-53=-8940/18118,27-53=-8940/18118,27-54=-8949/18123,54-55=-8949118123, !1 26-55=8949/18123,26-56=8685/17707,56-57=8685/17707,25-57=-8685/17707,25-58=-8674/17700, 58-59=8674/17700,24-59=-8674/17700,24-60=7506/15429,60-61=-7506/15429,23-61=-7506/15429, 23-62=2974/6496,62-63=2974/6496,22-63=-297416496,22-64=243/442,21-64=243/442,21-65=7970/4029, 20-65=7972f4028,17-18=293/147,16-17=9215/4568,15-16=921514568 WEBS 2-33=4544/2333,3-29=-138/512,3-28=-2776/5505,4-28=8151565,5-28=2688/1312,5-26=-6630/3400, 6-26=-3548/7247,7-26=-6146/3093,18-20=15331778,12-20=620613029,13-17=552212696,14-16=1041/2284, 7-24=2695/1386,8-24=84211853,8-23=490212524,9-23=573/387,12-21=456019517,11-21=4837/2490, 11-22=3596057,10-22=3919/2061,10-23=293215854,17-20=943614676,13-20=1131/2423 NOTES- 1)2-ply truss to be connected together with 1Od(0.131'x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x8-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. 2)All loads are 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(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf,h=25ft;B=45ft;L=53ft;eave=6ft;Cal.11;Exp C;Encl.,GCpi=0.18;MWFRS (directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 1 5)Provide adequate drainage to prevent water ponding. {',AR G, ir"ORBES 6)All plates are MT20 plates unless otherwise indicated. I^ . Ca. �:2t699 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fil between the bottom chordal d an-555 S. POMPANO PKW. other members. PAMPANO BEACH, FL..33069 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2397 lb uplift at joint 33,5557 lb uplift at joint 17 and 4953 lb uplift at joint 16. (364}682-6651 Continued on page 2 i i Job Truss Truss Type - --Qty -- ply CESPEDES MAIN UPPER ROOF 170404R BG3 Roof Special Girder 1 AAAA'''ggg Job Reference(option I I Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print 8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 2711:57:25 2017 Page 2 NOTES- ID:G5P5ywtJcxPrS4tCxhX9Trz i nt-E6XRm7oCwy9zzYusUPEz7hmJXYor1ESZS8wn9CzMXoo 10)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement at the bearings.Building designer must provide for uplift reactions indicated. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated lo8d(s)221 lb down and 209lb up at 9-0-0,249 Ib down and 224 lb up al 11-0-12,249 lb doom and 224 lb up at 13-0-12,249 lb down and 224 Ib up at 15.0-12,2491b down and 2241b up at 17-0-12,249 lb down and 2331b up at 19-0-12,245 Ib down and 230 Ib up at 21-0.12,2491b down and 2331b up at 23-0-12,249 lb down and 2321b up at 25-0-12,2491b down and 225 Ib up at 26-&0,249 Ib down and 2241b up at 28-3-4,2491b down and 2241b up al 30-3-4,2491b down and 2241b up at 32-3-4,221:lb down and 205 lb up at 34-3-4,221 Ib down and 205 Ib up at 36-3-4,221 Ito down and 205 lb up at 38-3-4,221 lb down and 205 lb up at 40-3-4,and 221 lb down and 205 lb up at 42-3-4,and 26216 down and 289 lb up at 44-4-0 on top chord,and 573 lb down and 340lb up at 9-0-0,1161b down and 301b up at 11-0-12,1161b down and 30 Ito up at 13-0-12,116lb down and 30 lb up at 15-0-12,116lb down and 301b pat 17-0-12,116lbldown and 30 lb up at 19-0-12,1161b down and 301b up at 21-0-12,116 lb down and 30 Ito up at 23-0-12,116 Ito down and 30 lb up at 25.0-12,116lb down and 30 lb up at 26-8-0,116lb down and 301Ib up at 28-3-4,1161bidown and 30 lb up at 30-3-4,1161b down and 301b up at 32-3-4,971b down at 34-3-4,971b down al 36-3-4,971b down at 38-3-4,971b down at 40-3-4,and 97 Ib down at 42-3-4,and 94 Ib down and 74 Ib up at 44-24 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=90,3-5=-90,5-6=-90,6-7=90,7-12=90,12-15=90,1-31=20,20-30=20,15-1 9=20 Concentrated Loads(lb) i Vert:3=161(F)12=162(F)29=526(F)21=59(F)11=-161(F�20=2(F)34=-189(F�35=189(F)36=189(F�37=189(F)38=-169(F)39 -189(F)40=189(F)41=189(F)42=189(F)43=189(F)44=189(F)45=189(F) 46=161(F)47=161(l 48=161(F)49=161(F)50=83(F)51=83(F)52=83(F)53=83(F)54=-83(F)55=83(F)56=83(F)57=-83(F)58=-83(F)59=83(F)60183(F)61=83(F)62=59(17)63=59(F)64=59(F) 65=-59(F) I i I I I i I I I I i I ' I I ' I CARL O. FORBES FI!LIC,NO:20699 555 S. POMPANO PftWY. PAMPANO BBACH, FL.33969 (J54}682.6661 i I i Job Truss Truss Type aly Ply CESPEDES MAIN UPPER ROOF 170404R BG4 HIP GIRDER 1 `n� v Job Reference o 6onal Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 2711:57:28 2017 Page 1 ID:G5P5ywtJcxPrS4tCxhX9TrzMbnt-fhDa01 g5DtXXq?dR9XnglJOsAmnfEa7g.dVmXzMXOL 2-4 .0"0 4-9.8 7-i-3 10-6-13 1-10- 14-1-8 17-8-0 21-5-5 21 1024-11-2 28-4-14 31-71631- -11 35-8-0 41-4-8 46-4-0 2-4-0 2-5-8 2-3-10 3-5-11 1-3-8 2-3-3 3-6-8 3-9-5 0--5 3-2-8 3-5-13 3-2- 0-'3'-5 3-9-5 I{ 5-8-8 I 4-11-8 Scale=1:78.6 Dead Load Deff.=9/161n 4.00 12 6xl0 MT20HS= 4x4= 2x4 II 04= 5x8 MT20HS= 06= Bx8= 5 6 p 7 g 9 10 31 11 4x6 Bx8 "! 4x4 6x8 3 6x6\\ 6x106x6\\ 2 2 3 4 5 6 7 9 139 1 m 1 a O 5x8= 32 24 33 34 23 35 22 36 3721 38 20 39 19 40 tg41 42 17 43 6 44 45 46 15 47 48 14 8x14= 10x12 MT20HS=5x5= 8x8= 6x6= 10x10 MT20HS= 4x6= 5x8= 10x10 MT20HS= 6x6= 5x10= 7xB= I I I' I, 23-0-0 23-0-0 2-0-02 4 0 7-1-3 10-6-13 1-10- 14-1-8 16-7-6 7-B- 21-5-5 21 1024-11-2 26-4-14 31-7-631- -11 95.8-0 G8- 41-4-8 46-4-0 2-0-00-4-0 4-9-3 3-5-11 1-3-8 2-3-3 2-6-0 -0- 3-9-5 0--5 3-2-8 3-5-13 3-2-8 0--5 3-9-5 I-0- 4-8-0 4-it-8 Plate Offsets(X,1)—[1:1-D-15,Edge],[1:0-2-4,0-5-9],[2:0-1-12,0-2-8],[3:04-O,Edge],[5:0-5-4,0-3-12],[11:0-5-8,0401,[13:0412,0-24],[15:0-3-8,0-2-8],[16:0-3-0,0-3-12],[17:0-5-0,0-6-0],[20:0-5-0,0-6-0],[21:0-3-0,0-3-12], [22:0-4-0 0-6-01 [24.0-6.0 Edoe] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.47 19-20 49 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -1.03 19-20 >536 240 1 MT20HS 187/143 BCLL 0.0' Rep Stress Incr NO WB 0.93 Horz(TL) 0.22 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.67 19-20 >829 240 Weight:1302 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural viood sheathing directly applied or 4-2-11 oc purlins,except end verticals. T4:2x6 SP M 26,T7:2x8 SP DSS BOT CHORD Rigid ceiling'directly applied or 9-610 oc bracing. BOT CHORD 2x8 SP DSS WEBS 20 SP No.3'Except* W4,W19:2x6 SP No.2,EV2:2x8 SP DSS,WCR2:2x4 SP M 30 I REACTIONS. (lb/size) 14=14360/0-8-0(min.0-1-8),1=1272110-8-0(min.0-4-5) Max Horz 1=306(LC 7) Max Upliftl4=-7786(LC 8),1=-7566(LC 8) I FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. I TOP CHORD 1-2=23330114036,2-3=-29228/17516,3-4=29904/17821,4-5=27115115917,5-30=27285/15808, 13-30=27285115808,6-7=27399/15632,7-8=-26128114817,8-9=26128114817,9-10=26128114817, 10-31=23539113385,11-31=23539/13385,11-12=20861/11838,12-13=16227/9036,13-14=1292817179 1 BOT CHORD 1-32=-12806121387,32-33=-12806/21387,24-33=12806/21387,24-34=12673/21156,23-34=12673/21156, 23-35=16654/28047,22-35=16654/28047,22-36=16597/28239,36-37=-16597/28239,21-37=16597/28239, 21-38=14874/25853,20-38=-14874/25853,20-39=15428/27293,19-39=-15428/27293,19-40=15257/27399, 18-40=15257/27399,18-41=13070123649,41-42=13070123649,17-42=-13070/23649,17-43=-10909/19728, 43-44=10909119728,16-44=-10909119728,16-45=8359/15295,45-46=8359/15295,15-46=8359115295, 15-47=-3961720,47-48=3961720,14-48=3961720 WEBS 2-24=370212123,2-23=47688247,4-21=409512933,5.21=3797/5695,11-16=-515/306,12-16=308615457, 12-15=480612829,13-15=9057/16391,4-22=-2928/4138,3-23=19521962,3-22=339/546,5.20=106012911, 6-20=687/438,6-19=-2321540,7-19=127211798,7-18=257311597,9-18=286/190,11-17=-399117347, 10-17=4487/2441,10-18=-2684/4936 NOTES- 1 1)3-ply truss to be connected togetherwith 10d(0.131'0')nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-7-0 oc,2x8-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-6-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc,Except member 22-4 2x6-2 rows staggered at 0-6-0,oc. 2)All loads are 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(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=46ft;eave=6ft;Cat.II;Exp C;Encl.,GCpi=0.1 B;MWFRS (directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chard live load nonconcurrenl with any other live loads. 8)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. � 1 9)Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. I 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 7786 lb uplift at joint 14 and 7566 lb uplift at joint 1. CARL.G. FORBES FL LIC.NO:20699 665 S. POMPANO PIC4PhlY. PAM PANO BEACH: FL.33069 (954J 682.6661 Continued on page 2 1 i I i Job Truss Truss Type — Qty Ply i ICESPEDES MAIN UPPER ROOF 170404R 13134 HIP GIRDER 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 2711:57:28 2017 Page 2 ID:G5P5ywtJcxPrS4tCxhX9TrzMbnt-fhDa01g5DtXXq?dR9XnglJOsAmnfEa70869RmXzMXoL NOTES- 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)115 lb down and 152 lb up at 4-11-4,210 lb doom and 212 lb up at 6-11-4,315 lb down and 276 lb up at B-9-12,315 lb down and 307lb up at 10-9-12,322 lb down and 343lb up at 12-9-12,3961 lb down and 2590 lb up at 14-1-8,1050 lb down and 689lb up at 15-1-4,1050 lb down and 704 lb up at 17-14,1050 lb down and 687lb up at 19-1-4,1050 lb down and 627 lb up at 21-14,1050lb down and 571 lb up at 23-1-4,1050lb down and 506 lb up at 25-14,1050 lb down and 470lb up at 27-1-4,I1050 lb down and 540 lb up at 29-14,1050 lb down and 595 lb up at 31-1-4,1050lb down and 653lb up at 33-1-4,1050 lb down and 712 lb up at 35-14,1050 lb down and 698lb up at 37-1-4,1050 lb down and 637lb up at 39-14,1050 lb down and 558 lb up at 41-14,and 1050 lb down and 498 lb up at 43-1-4,and 1050 lb down and 469 lb up at 45-1-4 on bottom chord.The design/selection of such connection Idevice(s)is the responsibility of others. 12 Warnin g:Additional permanent and stability r !, 9 Pe ty bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-90,5-1 1=90,11-13=-90,1-14=-20 Concentrated Loads(lb) Vert:23=315(8)15=1050(B)20=1050(B)22=3961(B)19=-1050(B)32=100(B)33=210(B)34=315(B)35=-315(B)36=-1050(B)37=-1050(B)38=-1050(B)39=1050(B)40=1050(9)41=1050(B)42=1050(B) 43=1050(B)44=1050(B)45=1050(13)46=1050(B)47=1050(B)48=1050(1]1) I I i I i I i I I I I I I i i { I I FL LIC.NO:20699 555 S. POMPANO PKWY. PA,MPANO BEACH, FL 99069 (9MS 682.6661 I , I I Job Truss Truss Type city Ply CESPEDES MAIN UPPER ROOF 170404R BG5 HIP GIRDER 1 3 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 1812016 Print:8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 2711:57:30 2017 Page 1 0 o ID;G5P5ywtJcxPrS4tCxhX9TrzMbnt-b4LKpIrLIUnF4JmgHyg6gkTBWZS7ivvv.YgQzMXoJ 2-4 4-9-8 7-1-3 10-6-13 1-10-5 14-1-8 16-6-0 20-8-14 2-a-10 24-8-5 28-7-11 31-7-6 2-7-2 36-10-0 41-4-8 46-4-0 2-4-0 I 2-5-8 1 2-3-10 I 3-5-11 �1-3-Bf 2-3-3 I 2-4-8 I 4-2-14 0�11-2�2-11-11 I 3-it-6 2-11i 11 011-2� 4-2-14�I 4-6-B I Scale=1:78.6 Dead Load Defl.=5/8 in i 4.00 12 7x10 MT20HS= 4x6 4x4= 7x6= 2x4 II 4x6= 8x8= 4 5 6 7 8 9 29 10 7x6 T 4x4 5x10 3 j 11 6x6\\ 6x10 6x6\\ 2 19 2 3 4 5 6 7 9 5 12 0 1 7 05 1 6 t N 5x8= Lid 30 23 31 32 22 33 21 34 20 35 36 19 37 38 18 39 40 17 41 42 16 43 44 15 45 46 14 47 48 13 8x14= 10x12 MT20HS=5x6= 8x8= 6x6= 10x10 MT20HS= 4x6= 5x8= 10x10 MT20HS= 6x6= 5x10= 7x8= i i i 23-0-0 I 23-0-0 22-00-02040 7 -3 0613 [1-10-5 14-1-8I 16-6167- 4 24A5I -17-1a1 317-16 2-7- 36 360.-8 41-0.8 -04-e 3-5-11 1.-0 2-3.3 2-0-0 0.-8 2 31 I21- 41 8 46 l 46-0-0 411-6 Plate Offsets(X,Y)—[1:1-0-15,Edge],[1:0-2-4,0-5-9),[2:0-3-0,0-2-0),[3:0-3-0,0-5-4),[5:0-5-8,0-4-0],[7:0-3-0,0-5-0),[10:0-5-12,0-4-0),[12:0-4-12,0-2-8),[14:0-3-8,0-2-8),[15:0-3-0,0-3-12),[16:0.5-0,0-6-0],[19:0-5-0,0-6-0), [20.0-3-0 0-3-121 [21:0-4-0 0-6-0) [23.0-6-0 Edge] J LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (I-) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.84 Vert(LL) -0.51 18-19 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Ved(TL) -1.11 18-19 >499 240 MT20HS 187/143 BCLL 0.0' Rep Stress Incr NO WB 0.78 Horz(TL) 0.23 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.70 18-19 >787 240 Weight:1282lb FT=20% i LUMBER- BRACING- TOP CHORD 2x6 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc pudins, except end verticals. T4:2x6 SP M 26,T7:2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 9-71,4 oc bracing. BOT CHORD 2x8 SP DSS WEBS 2x4 SP No.3'Except* W4,W19:2x6 SP No.2,EV2:2x8 SP DSS,WCR2:2x4 SP M 30,W22,W28:2x4 SP No.2 REACTIONS. (lb/size) 13=1436010-8-0(min.0-1-8),1=12721/0-8-0 (min.0-4-5) Max Horz 1=294(LC 7) Max Upliftl3=7615(LC 8),1=7438(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown, I' TOP CHORD 1-2=23319/13783,2-3=-29262/17221,3-4=29794/17413,4-5=28111/16245,5-6=29001/16413, 6-7=29383/16304,7-8=27866/15334,8-9=27866/15334,9-29=24527/13538,10-29=24527/13538, 10-11=20450/11296,11-12=16108/8754,12-13=1283116954 BOT CHORD 1-30=12572/21376,30-31=-12572121376,23-31=12572121376,23-32=12441/21142,22-32=12441/21142, 22-33=-16372/28083,21-33=-16372/28083,21-34=16199/28118,20-34=16199128118,20.35=-15231/26857, 35-36=-15231/26857,19-36=-15231/26857,19-37=16065/29020,37-38=16065129020,18-38=-16065/29020, 18-39=-15946/29369,39-40=15946/29369,17-00=15946/29369,17-41=13259124653,41-42=13259/24653, 16-42=13259124653,16-43=-10401119333,43-44=10401/19333,15-44=10401/19333,15-45=8066/15175, 4SA6=8086115175,14-06=-8086/15175,14-47=411/758,47-48=411A58,13A8=411f758 WEBS 2-23=372912096,2-22=471118309,4-20=-2968/2241,5-20=363215378,10-15=1043/450,11-15=3047/5564, 11-14=-5161/2937,12-14=8733/16213,4-21=-2508/3408,3-22=18201844,3-21=269/347,5-19=1393/3751, 6-19=850/349,6-18=-1031784,7-18=-1255/1726,7-17=2658/1660,8-17=313/214,10-16=4656/8751, 9-16=-4828/2581,9-17=295115560 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-7-0 oc,2x8-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-6-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc,Except member 21-4 2x6-2 rows staggered at 0-6-0 oc. 2)All loads are 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(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. I 4)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=46ft;eave=6ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. j 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 1 9)Bearing at joint(s)13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of hearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 7615 lb uplift at joint 13 and 7438 Ib uplift at joint 1. CARL G. FORBES jFL LIC.NO:20699 555 S. POMPAMO PKWY. PAMPANO BEACH, EL. 33069 {954}682.6651 Continued on page 2 I Job truss Truss Type — pry Ply CESPEDES MAIN UPPER ROOF 170404R BG5 HIP GIRDER 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 2711:57:312017 Page 2 I D:G5P5yvdJcxPrS4lCxhX9TrzMbnt-3Gu)13szVov6hTLOgILNNyOLGroMRzBSg4N5MszMX01 NOTES- I 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)115 lb down and 152lb up at 4-11-4,210 lb down and 212lb up fat 6-11-4,315lb doom and 276lb up at 8-9-12,315 lb down and 307lb up at 10-9-12,322lb down and 343 lb up at 12-9-12,3961 lb down and 2590lb up at 14-1-8,1050lb down and 689 lb up al,15-14,105011)downland 704 Ib up at 17-1-4,1050lb down and 643 lb up at 19-14,1050lb down and 584 lb up at 21-1-4,1050lb down and 535lb up at 23-1-4,1050 lb down and 490lb up at 25-14,1050 to down and 467lb up at 27-1.4,1050 lb down and 509 lb up at 29-14,1050lb down and 557lb up at 31-1-4,1050 lb down and 610lb up at 33-1-4,1050 lb down and 668lb up at 35-14,1050lb down and 698 lb up at 37-1-4,1050lb down and 637 lb up at 39-1-4,10501b down and 558lb up at 41-14,and 1050lb down and 498lb up at 43-1-4,and 1050 lb down and 4691b up at 45-1-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12)Waning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=90,5-10=-90,10-12=90,1-13=20 Concentrated Loads(Ib) Vert:22=315(F)14=1050(F)21=3961(F)30=100(F)31=-210(F)32=-315(F)33=315(F)34=1050(F)35=1050(F)36=4050(F)37=I1050(F)38=1050(F)39=1050(1`)40=1050fl41=1050(F)42=1050(F) 43=1050(F)44=1050(F)45=-1050(F)46=1050(F)47=1050(1`)48=1050(1 I I I I� I I I h � I � f I i i I i CARL.G. FORBES FL LIC.NO:20699 555 S. POMPANO PKWY. PAMPANO 13SACH, FL.9S069 95 }682.6661 i i i Job Truss Truss Type Qty 31Y ;' CESPEDES MAIN UPPER ROOF 170404R BG6 HIP GIRDER 1 21 Jab Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 18'2016 MiTek Industries,Inc.Thu Apr 2711:57:36 2017 Page 1 � 1 14-1-13 19--1--14 24--1--115 5-0- ID:G5P5yMJcxPrS4tCIxhX9TrzMbnt-QEic4w36ppEE_dCxY4?iF(>l+- --Q z M, 5s24zMXoD -4-0 392-3 444-0 1 51-2.4 0 1 -41 20-0-0 538 9-0-0 8--0-1 5�1-13 2-1-12 Scale=1:88.2 Dead Load Defl.=11/16 in I I 4.00 12 6x = 2x4 II 4 8= 7x6 4 8= 7x = 5x12 I x6=6x6 4x4� 8 5 9 0 1 2 7 3 4 35 6 B 9 10 O j 1 12 14 7x12\\ 3 IFFR 4x12 II 2 1 3 5 7 1 13 <b 1 4 14 b a I� 4x6=26 25 24 23 22 21 20 19 18 17 16 15 4x6= o 42 43 44 45 46 47 48 49 50 51 52 53 54 55 4x8= 4x4= 7x10 MT20HS= 2x4 II 4x8= 7x8 MT20HS= 5x12—'I 7x6= 6x10= 3x10 II i 23-0-0 i 23-0-0 23-06b-4-0 2-"2 14-1-13 1 -0--11 4 245-01--11 5 I 5-0-1 I 354-02-12 I 3592--13 I 4M1-0-0 I 6-0-0I 51-2-0 5i-0 2-00-0-0 6-0-0 I 3-0-0 I 5-1-13 I I -0 51-13 -0 6� i ' 2-0-0 Plate Offsets(X,Y)--12:0-3-0 0-3-01 I4.0-5-12 0-3-01,17:0-3-0,0-4-81,19:0-3-0.0-481 I13:0-0-13,1-11-121,118:0-3-0 0-4-81,120:0-4-0,04121.123:65-0,04-81 125:a3.8,W..2-01,f26:0-1-2,0-3-71 LOADING(psi) SPACING- 2-0-0- CSI. DEFL. in (loc) I/clef Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.64 Ved(LL) -0.55 21 >952 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -1.23 21 >427 240 MT20HS 187/143 BCLL 0.0' Rep Stress Incr NO WE 0.94 Horz(TL) 0.17 16 nla n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Wind(LL) 0.69 21 >754 240 Weight:724 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD -Structural wood sheathing directly applied or 3-7-2 oc pudins. T1,T3:2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at rrl 10-17 WEBS 2x4 SP No.3`Except' W1,W23:2x8 SP DSS,W2,W6,W8,W10,W12,W14,W16,W18:2x4 SP No.2,W21:2x6 SP No.2 i REACTIONS. (lb/size) 26=4499/0-8-0(min.0-1-14),16=9367/0-8-0(min.0-3-14),15=3299/0-3-8(min.0-1-8) Max Horz 26=99(LC 30) Max Upl11126=2302(LC 8),16=4483(LC 8),15=3588(LC 17) Max Grav26=4501(LC 17),16=9367(LC 1),15=1599(LC 8) FORCES. (Ib)-Max.Comp.IMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1083/498,2-3=-699013409,3-4=9043/4505,427=12474/6137,27-28=12474/6137,5-28=12473/6137, I 5-29=12474/6137,29-30=-12474/6137,6-30=1247416137,6-31=14843/7204,31-32=14843/7204, 7-32=14843f7204,7-33=14807204,33-34=-14843f7204,34-35=-1484317204,B-35=14843/7204, 8-36=9400/4576,36-37=9400/4576,9-37=-9400/4576,9-38=9400/4576,38-39=9400/4576,10-39=9400/4576, 10-40=-1548/3516,40-41=-154813515,11-41=1547f3515,11-12=1462f3331,12-13=-3290ff064, 13-14=3117/6481 BOT CHORD 1-26=-477/1080,25-26=494/1080,24-25=-3088/6504,24-42=-410718564,42-43=4107/8564,23-43=4107/8564, 23-44=-6980/14747,44-45=6980114747,2245=6980114747,22-46=6980/14747,46-47=6980114747, 21-47=6980114747,21-48=6198/13204,48-49=6198/13204,20-49=6198/13204,20-50=6198113204, 50-51=6198113204,19-51=-6198f13204,19-52=1781/3953,52-53=1781/3953,18-53=1781/3953, j 18-54=1781/3953,5455=-1781/3953,17-55=1781/3953,16-17=639213106,15-16=6392I3106, 14-15=639213106 WEBS 2-26=-390511996,2-25=-276815609,3.25=-1714/900,3-24=1188/2449,4-24=-3391194,4-23=-210914599, 5-23=842/581,6-23=-2704/1237,6-22=01476,7-21=-914/617,8-21=949/1923,8-20=01465,B-19=-4455/2150, I' 9-194241566,10-19=302116379,10-18=01421,10-17=8717/4146,11-17=6021390,12-17=-2305/4956, j 12-16=-718813471,13-15=-66311630 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x8-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. 2)All loads are 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(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.OpsF,h=25ft;8=45ft;L=53ft;eave=6ft;Cat.ll;Exp C;Encl.,GCpi=0.18;MWFRS (directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 j 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. j 7)This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and an,CARL G, FORBES other members. FL L9G. NO:2tt699 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2302 Ito uplift at joint 26,4483 lb uplift at joint 16 and 3588 Ito uplift at joint 15. 10)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement at the bearings.Building designer 555 S.POMPANO Pam. must provide for uplift reactions indicated. I, PAMPA NO 1115ACH, FL_33060 3 4}682.6651 Continued on page 2 Job Truss Truss Type Qty Ply CESPEDES MAIN UPPER ROOF 170404R BG6 HIP GIRDER 1 Job Reference o ticnal Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 2711:57:36 2017 Page 2 NOTES- ID:135P5yvAJcxPrS4tCxhX9T4mbnt-QEic4mw5KKXPoEE_dCxY4?jF6_bl6BvBzM5s24zMXoD 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)190Ito down and 213 Ito up at 9-0-0,162 Ib down and 209lb up at 11-0-12,162 Ib down and 209 Ib up at 13-0-12,1621b down and 209 lb up at 15-0-12,212 lb down and 240 lb up at 17-0-12,212lb down and 240 Ito up at 19.0-12,212lb down and 240 lb up at 21-0-12,212lb down a d 240 Ito up at 23-0-12,2121b down and 240 lb up at 25-0-12,2121b down and 240 to up at 27-0-12,2121b down and 240 lb up at 29-0-12,162lb down and 209 Ito up at 31-0-12,162lb down and 209 Ito up at 32-3-4,[162lb down and 209 Ito up at 34-3-4,162lb down and 209 Ito up at 36-3-4,162Ito down and 209 Ito up at 38-3-4,162 lb down and 209 lb up at 40-3-4,and 162 Ito down and 209 lb up at 42-3-4,and 2621b down and 289 to up at 44-4-0 on top chord,and 529 Ito down and 356lb up at 9-0-0,75 lb down at 11-0-12,75 lb down at 13-0-12,75 lb down at 15-0-12,94 Ito down at 17-0-12,94 lb down at 19-0-12,94 lb down at 21-0-12,94 Ito down at 23-0-12,94 to down at 25-0-12,94lb down at 27-0-12,94 lb down at 29-0-12,75 lb down at 31-0-12,75Ib down at 32-3-4,75 Ito down at 34-3-4,75 Ito down at 36-3-4,75 lb down at 38-3-4,75 to down at 4114,and 75Ib down at 42-3-4,and 94 Ito down and 74 lb up at 44-3-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=90,4-11=90,11-14=90,1-14=20 Concentrated Loads(lb) Vert:4=162(B)11=-162(B)24=-483(B)6=212(B)22=-47(B)20=-47(B)8=212(B)9=162(B)19=46(13)17=2(13)27=162(B)28=-162(B)29=162(B)30=-212(B)31=-212(8)32=-212(B)33=212(B)34=212(B) 36=-162(8)37=162(13)38=162(13)39=162(B)40=162(13)41=162(13)42=46(13)43=46(8)44=46(B)45=A7(B)46=A7(B)47=47(B)48=47(B)49=47(B)50=46(B)51=-46(B)52=-46(B)53=46(13)54=-46(B) 55=46(B) I 1 I I I I I 1 i I I i I i I i CARL G. FORBES FI.LIC.NO:20699 555 S. POMPANO?PKUWY. PAMPANO BEACH, FL..33069 (354}682-6651 I III Job Truss Truss Type — QV Ply I' CESPEDES MAIN UPPER ROOF 170404R BG7 Common Girder 1 1 21 1 Job Reference o tidnal Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18I2016 Print:8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 2711:57:37 2017 Page 1 23-0-0 ID:G5P5ywIJcxPrS4lCxhX9TrzMbnt-uQG_H6xk5efGPOpABwSncDFZIg?&_WmKCOgQaWzMXoC 1 3-2-8 1 6-1-8 I 9-0-8 1 12-3-0 3-2-8 2-11-0 2-11-0 3-2-8 4x4= Scale=1:23.2 3 4.00 12 I 3x4� 3x4 C 2 4 1 I ' I I 48 4x8 1 W1 5 WS 4 W3 � . EV1 W EV2 dr I I I 6 d• 11 9 12 8 13 7 3x4= 14 ri• e• o• 103x8= 3x4= 3x8= 1 6 3x8= 23-0-0 23-0-0 3-2-8 I 6-1-8 I 9-0-8 + 12-3-0 3-2-8 2-11-0 2-1 1-0 1 I 3-2-8 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.02 8 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.04 7-8 >999 240 BCLL 0.0' Rep Stress Incr NO WB 0.33 Horz(TL) 0.01 6 n/a nla BCDL 10.0 Code FBC20141FP12007 Matrix-S Wind(LL) 0.02 8 >999 240 Weight:153 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins,except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3'ExcepP EV1,EV2:2x8 SP DSS 1 REACTIONS. (lb/size) 10=1864/0-8-0(min.0-1-8),6=1816/0-8-0(min.0-1-8) Max Horz 10=119(LC 6) Max Uplift10=637(LC 8),6=618(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ' TOP CHORD 1-2=2082f769,2-3=1901f137,3-4=190lf737,4-5=2087f770,1-10=1621/575,5-6=1616/570 BOT CHORD 10-11=1341300,9-11=-134/300,9-12=640/1932,8-12=640/1932,8-13=641/1937,7-13=-64111937,7-14=1051276,6-14=105/276 WEBS 3-8=311/907,4-8=269/120,2-8=264/118,1-9=583/1713,5-7=590/1736 NOTES- 1)2-ply truss to be connected together with 1Od(0.131'x3)nails as follows: Top chords connected as follows:20-1 row at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are 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(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45111;L=24ft;eave=4ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)10,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 637 lb uplift at joint 10 and 618 lb uplift at joint 6. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)354 lb down and 118 lb up at-0-0-4,and 350lb down and 123 lb,up at 11-11-6 on top chord,and 349 lb down and 123 lb up at 1-11-12,3491b down and 123 Ib up at 3-11-12,349 Ib down and 123 Ib up at 5-11-12,and 349 lb down and 123 lb up at 7-11-12,and 3491b down and 123 Ib up at 9-11-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plo �' I Vert:1-3=90,3-5=90,6-10=20 Concentrated Loads(lb) ! Vert:1=334 5=321 8=349 11=349 12=349 13=349 14=349 i CARL O. FORBES FL L IC,NO:20699 1 555 S. POMPANO P6CWY.. PAMPANO SSACH, FL.. 339691 (954)682-5651 I I� I I Job Truss Truss Type Oty Ply �CESPEDES. MAIN UPPER ROOF 170404R BG8 Roof Special Girder 1 2 Job Reference(option all Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov A2016 MiTek Industries,Inc.Thu Apr 2711:57:38 2017 Page 1 23-0-0 ID:G5P5ywtJcxPrS4tCxhX9TrzMbnt-McpMVSyMsyn71Y9y1 -.V90ocdolCa5EURgaz6yzMXoB ' 3-1-3 5-10-13 9-10-8 13-10-3 16-7-13 19-9-0 3-1-3 2-9-11 f 3-11-11 1 3-11-11 l 2-9 11 I 3-1-3 I 4.00 F12 46 11 Scale=1:42.4 Dead Load Defl.=3/16 in 4 I 5x6= 6x6= 5x5 I I 5x5= 6z6= 5x6= 1 2 5 6 7 Vs 9 1V2 11 1 1 N 7x6= 15 16 12 10 c? 7x6 i 7x6` c7 13 i 9 5x5 G 5x5 4.00 12 8 14 3x10 II 2xd�II 23-0-0 3-1-3 1 5-10-13 I 9-10-8 1 13-10-3 I 16-7-13 1 19-9-0 3-1-3 2-9-11 3-11-11 3-11-11 2-9-11 3-1-3 Plate Offsets(X,))-- (10:0-2-4 0-4-41 f12.0-2-4 0-441 LOADING(psf) SPACING. 2-0-0 CSI. DEFL. in (loc) I/de10 Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.25 10-11 >918 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.36 11-12 >648 240 BCLL 0.0' Rep Stress Incr NO WB 0.96 Horz(TL) 0.27 8 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-S Weight:315lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc pur ins,except end verticals. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 9-2-113 oc bracing. WEBS 2x4 SP No.3*Except* EV1,EV2:2x6 SP No.2,W3,W9:2x4 SP No.2 I REACTIONS. (lb/size) 14=3981/Mechanical,8=3981/Mechanical Max Horz 14=412(LC 24) Max Uplift14=2570(LC 4),8=-2570(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-3867/2421,1-2=-2813/1880,2-3=7046/4585,34=8619/5572,4-5=-861915565,5-6=7047/4585,6-7=281311880,7-8=3867/2534 BOT CHORD 13.14=396/294,12-13=2165/3057,12-15=454916808,11-15=5194/7753,11-16=5178f7754,10-16=-453316809,9-10=2091/3057 WEBS 1-13=2894/4639,2-13=-4950/3176,2-12=-4089/6336,3-12=-337112099,3-11=617/1038,4-ll=-3334/5021,5-11=-633/1037,510=-3370/21711 6-10=4170/6336,6-9=-4950/3323,7-9=302314639 NOTES- 1)2-ply truss to be connected together with 10d(0.131'xT)nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are 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(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. I 4)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=411;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -0*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2570 lb uplift at joint 14 and 2570 lb uplift at joint 8'. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2920 lb down and 2058 lb up at 6-6-0,and 2920 lb down and 2058 lb up at 13-3-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-90,3-4=-90,4-5=90,5-7=-90,11-14=-20,8-11=20 Concentrated Loads(lb) Vert:15=2920(B)16=2920(B) CARL.G. FOR13ES FL L#C.NO: 20699 5555 S. POMPANO PKWY. PA MPANO BEACH, FL. 33069 ! 9,d 682.6651 I i Job Truss Truss Type — --'pry Ply CESPEDESI MAIN UPPER ROOF 170404R BG9 Half Hip Girder 2 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 182016 MiTek Industries,Inc.Thu Apr 2711:57:39 2017 Page 1 23-0-6 ID:G5P5ywtJcxPrS4tCxhX9TrzMbnt-gpNkioy_dFvloyfheLoTBYnJdpdgKJWeOzMXoA i -4-0-0 2-1-4 3-9-0 7-0-0 12-0-0 4-0-0 2-1-4 1-7-12 3-3-0 f 5 0-0 3x4 11 3x8I- j 4 4 11 Scale=1:33.4 5 1 6 1 15 1 Dead Load Defi.=1/8 in 3 I I _ I EV2 6 5x10% 21 AN \ 7 ci 4.00 F12 4x4 3 4x8 2 4x6 9 7x6�— 17 18 8 t 6x6= J 1 10 ]IJG a 11 e & 3x4% 1 s c 4.00 12 12 46= 23-0-6 25-1-11 2-1-4 1 3-9-0 1 7-0-0 1 12-0-0 2 22-1-4 1-7- 3-3-0 5-0'0 Plate Offsets(X))--(4:0-8-0 0-2-121 (8:0-1-12 0-4-41 1 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.13 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Verl(TL) -0.17 9-10 >7941 240 j BCLL 0.0' Rep Stress Incr NO WB 0.61 Horz(TL) 0.07 8 n/a' n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S 1 1 Weight:211 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc pudins,except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3*Except' EV1,T2,EV2:2x6 SP No.2 REACTIONS. (lb/size) 8=2919/Mechanical,12=223710-8-0(min.0-1-8) i Max Horz 12=398(LC 5) Max Uplift8=2048(LC 5),12=1469(1-C 8) Max GravB=2940(LC 18),12=2237(LC 1) I. FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-12=213711472,2-3=313812057,3-4=6210/4084,4-10=1930/1318,4-5=314/225,5.13=538/422,6-13=538/422,6-14=-265I230, 14-15=2651230,15-16=265/230,7-16=265/230,7-8=927/546 BOT CHORD 11-12=4991532,10-11=-2228/2938,9-10=3965/5641,9-17=2325/3192,17-18=2325/3191,8-18=2325/3191 I WEBS 4-6=-3773/2570,4-9=-1937/1253,6-9=-2205/2980,6-8=3336/2382,2-11=-1790/2824,3-11=934/625,3-10=2058/3226 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 0c. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(8)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. I 4)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=B.Opsfi BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.11;Exp C;End.,GCpi=0.18;MWFRS (directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. 9)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2048 lb uplift at joint 8 and 1469 lb uplift at joint 12. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)601 Ito down and 354lb up at 3-11-12,383lb down and 289 Ito up at 5-0-12,383 lb down and 289 lb up at 7-9-12,and 383lb down and 289 lb up at 9-0-12,and 429 lb down and 272lb up at 11-9-4 on top chord,and 862 lb down and 753 to up at 7-0-0,and 315 lb down and 309lb up at 8-9-12,and 334lb down and 345 lb up at 10-0-12 on bottom chord.The design/selection of such connection device(s)is the responsibility of others. 12)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 I Uniform Loads(plo Vert:1-2=90,2-4=90,5-7=-90,9-12=20,8-9=-20 CARI`.(j, FQRgEs Concentrated Loads(lb) FIL LIC. NO.20699 Vert:7=429 9=862(F)4=-43813=38314=38316=38317=-315(F)18=315(1`) 556 S. POMPANO PKWY. PAMPANO BrEACH, FL.33069 (964)6824651 I Job Truss Truss Type — Oty Ply CESPEDES' MAIN UPPER ROOF 170404R UEJ7 Corner Jack 2 1 I Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 18 2 Tek Industries,Inc.Thu Apr 2711:57:39 2017 Page 1 23-0-0. ID:G5P5ywtJcxPrS4lCxhX ¢at-gpNkioy_dFv_riyZILUFheLpgBjtJlNdgKJWeOzMXoA r 7-0-0 7-0-0 • I I 3 Scale=1:19.3 4.00 12 j 1.5x4 II 6 7 1 p o 2 N I ' 1 WCL3 B1 2x4= 0 4 5 1.5x -D-O 123-0 0 25-5-14 2-0-0 2�1-12 7-0-0 2-0-0 0-1-12 4-10-4 LOADING(pso SPACING. 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.02 4-5 1999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.04 4-5 >999 240 BCLL 0.0' Rep Stress Incr YES WE 0.07 Horz(TL) 0.03 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-P Wind(LL) -0.03 4-5 >999 240 Weight:23lb FT=20% I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=174/Mechanical,4=37/Mechanical,5=552/0-3-8 (min.0-1-8) Max Horz5=176(LC.12) Max Uplift3=-124(LC 12),5=313(LC 12) Max Grav3=174(LC 1),4=77(LC 3),5=552(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=293/135 BOT CHORD 1-5=-114/262 WEBS 2-5=-448/530 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0, Interior(1)3-0-0 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 124 lb uplift at joint 3 and 313lb uplift at joint 5. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard I i I CARL O. FORBES FL LIC.NO:20699 555 S. POMPANO P84WY. PAMPANO SEACH, FL. 33069 (9"4 682-6661 I I I I Job Truss Truss Type -- �QIy Ply MAIN UPPER ROOF 170404R UEJ7B Jack-Open 5 1' !]CESPEDES' Job Reference(opt' 1 Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print8.020 s Nov 181 1 iTek Industries,Inc.Thu Apr 2711:57:40 2017 Page 1 23•0-o ID:G5P5 JcxPrS4lCxh �, ,nt-I?x6v8zcOZ2 Grxls2?UErt?hblo2Cbnu 34Br7MXo9 1 4-8-0 7-0-0 _51'4 Q 4-8-0 2-4-0 Scale=1:19.3 4.00 12 i N 10 11 1 2 I N 63 1 W L3 3x6= 5 ' I 4 o m 0 2x4= o• 7 6 0' 1.5x4 II 9 t gp L3--xU�•DII I23-8-0 25-5-14 1 2-0-0 21 4-01 4-8-0 1 7-0-0 2-6-0 0-4-0-0 2-4-6 2-4-0 i Plate Offsets(X Y)—f2:0-2-12 0-0-151 f8:0-1-12 0-1-111 f8:0.0-0 0-1-121 1 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildetl Lld PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.03 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Ved(TL) -0.08 6 >704 240 BCLL 0.0' Rep Stress Incr YES WB 0.07 Horz(TL) 0.04 3 n/a nla BCDL 10:0 Code FBC2014/TPI2007 Matrix-S Wmd(LL) -0.03 6 >999 240 1 1Weight:271b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 0 oc bracing. WEBS 2x6 SP No.2*Except' - MiTek recommends that Stabilizers and required cross-bracing be installed during truss W3:2x4 SP No.3 erection in accordance with Stabiliser Installation guide. REACTIONS. (lb/size) 3=1621Mechanical,4=381Mechanical,9--610/0-8-0(min.0-1-8) Max Horz 9=176(LC 12) Max Uplift3=415(LC 12),9=-321(LC 12) Max Grav3=162(LC 1),4=89(LC 3),9=610(LC 1) 1 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=298/133 BOT CHORD 1-9=114/262 WEBS 8-9=483/514,2-8=-448/541 NOTES. 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=B.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (directional)and C-C E tedor(2)0-0-0 to 3-0-0,Intedor(1)3-0-0 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members!and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 t 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 115 lb uplift at joint 3 and 321 lb uplift at joint 9. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. i LOAD CASE(S)Standard I I i i CARL.G. FORBES FL_L,LC.NO:20699 555 S. POMPANO PKWV.. P,A MPANO BrIACH, FL. 33069 (9 }682.6661 i _ I Job Truss Truss Type Oty Ply �CESPEDES MAIN UPPER ROOF 170404R UEJ9 Jack-Open 13 1 Job Reference(option 1 1 Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 1812016 MiTek Industdes,Inc.Thu Apr 2711:57:40 2017 Page 1 23-0-0 ID:G5P5ywtJcxPrS4iCxhX9TrzMb -fiSzcOZ2gGrXIs27UErtlYb7N2CUnu_34BrzMXo9 4-5-15 9-6-0 i 4-5-15 4-6-1 3 Scale=1:22.8 Dead Load Dell.=118 in i I 4.00 F12 I I 7 i 1 i 1.5x4 II tO 6 c� 2 1. CL3 2x4= ° a• 6 6, 5 4 23-0-01.5x4 II j I 23-0-0 26-1-14 2-0-0 -4- 9-0-0 2-6-0 -4- 6-8-0 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ilde0 L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.07 4-5 >999 360 1 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.20 4-5 >398 240 BCLL 0.0' Rep Stress Incr YES WE 0.08 Horz(TL) 0.10 3 n/a' n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Wind(LL) 0.07 4-5 >999 240 Weight:29lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wolod sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 b oc bracing. WEBS 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Slabi&r Installation guide. REACTIONS. (lb/size) 3=2521Mechanical,4=66/Mechanical,5=665/0-8-0(min.0-1-8) Max Horz 5=223(LC 12) Max Uplift3=177(LC 12),5=358(LC 12) Max Grav3=252(LC 1),4=115(LC 3),5=665(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=343/166 BOT CHORD 1-5=-135/299 WEBS 2-5=575800 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf,h=25ft;B=45ft;L=24ft;eave=oft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0, Intedor(1)3-0-0 to 8-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide v411 fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 177 lb uplift at joint 3 and 358 lb uplift at joint 5. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASES)Standard I I , I I ' 1 I I I I I I I CARL G. FORBES FL LldC NO: 20699 556 S. POMPANO PK WY. PAMPANO 8EACH, FL. 33069 1 (9 r 682.6661 Job Truss Truss Type, — -- Igry Ply CESPEDES MAIN UPPER ROOF 170404R UEJ9A Jack-Open 6 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 2711:57:40 2017 Page 1 23-0-0 ID:G5P5ywtJcxPrS4tCxhX9Trz16v8zcOZ2gGrXls2?UEdtOb1K2CRnu_34BrzMXo9 I 5-2-0 -9-0-0 5-2-0 I 13-10-0 I ' 3 Scale=1:22.8 Dead Load Dan.=3/16 in I 4.00 F12 r 11 I � 10 2 83 1 WCL3 _ 1 6 5 1� 2x4= 6• o• 7 6 9 1.5x4 II I 23-0-0 1.5x4 II 23-8-0 _ 26-1-14 I 2-0-0 -4-Q 5-2-0 '9-0-0 2-0-0 2-4- 2-10-0 l 13-10-0 Plate Offsets(X Y)-- I2:0-2-12 0-0-151 I8:0-1-12 0-1-111 f8.0-0-0 0-1-121 1 LOADING(psf) SPACING. 2-0-0 CSI. DEFL. in (loc) I/delft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.10 6 >765 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.28 6 >285 240 BCLL 0.0' Rep Stress Incr YES WB 0.08 Horz(TL) 0.09 3 n/e n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Wind(LL) 0.06 6 >999 240 I Weight:34 lb FT=20% n I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0'-10 oc bracing. WEBS 2x6 SP No.2*Except': MiTek recommends that Stabilizer's and required cross bracing be installed during truss W3:2x4 SP No.3 erection in accordance with Stabilizer Installation uide:" I REACTIONS. (lb/size) 3=251/Mechanical,4=79/Mechanical,9=710/0-8-0 (min.0-1-8) Max Horz9=223(LC 12) Max Uplift3=173(LC 12),9=340(LC 12) Max Grav3=251(LC 1),4=137(LC 3).9=710(LC 1) 1 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=362/173 BOT CHORD 1-9=135/299 WEBS 8-9=-683/625,2-8=-594/621 ; NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Dpsf;BCDL=4.Opsf;h=25ft;B=45111;L=24ft;eave=oft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (directional)and C-C Exterior(2)0-0-0 to 3-0-0;Interior(1)3-0-0 to 8-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members�and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 173 lb uplift at joint 3 and 340 lb uplift at joint 9. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard I I I I I CARL G, FOR88wS FL LBC.NO:20099 555 S. POMPANO PKWY. PAMPANO BEACH, FL.33069 (954}682-66651 I I Job Truss Truss Type aty Ply CESPEDES MAIN UPPER ROOF 170404R UEJ913 Jack-Open 2 1 I Job Reference(optional) Custom Truss,Delray Beach,FL 33444 8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 2713:42:512017 Page 1 23-0.0 ID:G5P5ywIJcxPrS fp TrzMbnt-08nxS4LH8d9NvlVg3zkRWjmSlbzOEUYi6LIOBYzMWFY 3-2.0 7.0-0 3-2-0 3-10-0 Scale=1:23.0 2 I Dead Load Deft.=3/16 in 4.00 12 i I I 10 9 1 0 N 4x6= v 1 c; i I 41*1 o I �o 6 5 ll 8 1.5x4 II 4x4 II 23-8-0 j 23-0-0 26-1-14 l 3-2-0 7-0-0 3-2-0 I 3-10-0 I Plate Offsets(X Y)-- I1:0-2-12 0-0-151,r1:0-3-0,0-2-21,f7:0-0-0 0-1-121 I i I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.11 5 >745 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.32 5 >253 240 BCLL 0.0' Rep Stress Incr YES WB 0.03 Horz(TL) 0.13 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Wmd(LL) 0.15 5 >522 240 Weight:28lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling lirectly applied or 10-0-0 oc bracing. WEBS 2x6 SP No.2'Excelor MiTek recommends that Stabilizers and required cross bracing be installed during truss W4:2x4 SP No.3 erection in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=415/0-8-0(min.0-1-8),2=279/Mechanical,3=103/Mechanical l Max Horz8=209(LC 12) Max Uplift8=-84(LC 12),2=192(LC 12),3=10(LC 12) Max Grav8=415(LC 1),2=279(LC 1),3=156(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 7-8=4321299,1-7=325/313 I NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.11;Exp C;Encl.,GCpi=0.18;WEIRS(directional)and C-C Extedor(2)0-2-12 to 3-2-12, Intedor(1)3-2-12 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100lb uplift at joint(s)8,3 except(jt=1b)2=192. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. I LOAD CASE(S) Standard I I � I I � I i I i CARL.O. FORBIES FL LIC.NO: 20699 555 S. POMPANO PHCiIhWY. PAMPANO BEACH, FL.33069 (' (954)682.6651 i i Job Truss Truss Type Qty Ply �CESPEDESI MAIN UPPER ROOF 170404R UEJ9C Jack-Open 2 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 2713:30:47 2017 Page 1 23-0-0 ID:G5P5ywtJcxPrS4tg��Mbnt-Dr1EVXa8eAx62S9)UUAlnmTloWblL8dixDmWzMWQs 7-0-0 I 7-0-0 Scale=1:23.0 2 Dead Load Dell.=3/16 in i 4.00 12 i i I 7 1 6 3x6 a co m 1 m EV1 W2 � j 6 0• 4 1.Sx4 5 3 2x4 11 23-0-0 1 23-0-0 26-1-14 I 2-0 I 7-0-0 2 0 0-0 5-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) We& Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.12 3-4 >663 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.30 3-4 >2651 240 BCLL 0.0` Rep Stress Incr YES WB 0.09 HOR(TL) 0.11 2 n/al' n/a BCDL 10.0 Code FBC2014frP12007 Mabix-P Wind(LL) 0.11 3-4 >7511 240 Weight:261b FT=20% LUMBER- BRACING- TOP CHORD 20 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins,except end verticals. BOT CHORD 2x4 SP No.2 g OT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x6 SP No.2•Fxcepr MiTek recommends that Stabilizers Iand required cross bracing be installed during truss W2:2x4 SP No.3 erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=369/0-8-0 (min.0-1-8),2=302/Mechanical,3=671Mechanical Max Horz 5=209(LC 12) Max Uplift5=103(LC 12),2=208(LC 12) Max Gravy=369(LC 1),2=302(LC 1),3=134(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All farces 250(lb)or less except when shown. TOP CHORD 1-5=302/198 BOT CHORD 4-5=283/140 WEBS 14=154/311 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-2-12 to 3-2-12, Interior(1)3-2-12 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. I. 1 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. i 4)Refer to 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)except Gt=lb)5=103,2=208. 6)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required. I LOAD CASE(S)Standard I� i I CA,RL.G. FORBES FL LIC. NO: 20699 555 S. POMPANO P6CWY. j I P,AMPANO BEACH, FL.33069 I (964)682-6651 Job Truss Truss Type Qty Ply CESPEDESI MAIN UPPER ROOF 170404R UEJ91D Jack-Open 5 1 I Job Reference tupbunal Custom Truss,Delray Beach,FL 33444 8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 2713:30:54 2017 Page 1 23-0-0 ID:G5P5ywtJcxPrS4t l� mbnt-VCytzMX?Jg60X yiBtZuMlyWZaB9kC4AE185WczMWQI 7-0-0 7-0-0 h 2 I Scale=1:23.0 Dead Load Defl.=3/16 in 4.00 F12 I ' I I 6 7 1 3x6 tD m 1 m !' I EV1 W2 I 4 1.5x4 5 3 2x4 11 23-0-0 23-0-0 26-1-14 I 2-0-0 7-0-0 2-0-0 5-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) ' -0.12 3-4 >663 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.30 3-4 >265 240 BCLL 0.0' Rep Stress Incr YES WB 0.09 Horz(TL) 0.11 2 n/a n/a BCDL 10.0 Cade FBC2014/TPI2007 Matrix-P Wind(LL) 0.11 3-4 >7511 240 1 Weight:26 lb FT=20% LUMBER- BRACING- I TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1040 oc bracing. WEBS 2x6 SP No.2'ExcepC MiTek recommends that Stabilizersi and required cross bracing be installed during truss W2:2x4 SP No.3 erection in accordance with Stabilizer Installation guide. 71 REACTIONS. (lb/size) 5=369/Mechanical,2=302/Mechanical,3=67/Mechanical Max Horz5=209(LC 12) Max Uplift5=103(LC 12),2=-208(LC 12) ! Max Grav5=369(LC 1),2=302(LC 1),3=134(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All farces 250(lb)or less except when shown. TOP CHORD 1-5=3021198 BOT CHORD 4-5=283/140 WEBS 14=154/311 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.11;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12, Interior(1)3-2-12 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girders)for truss to truss connections. 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 lb uplift at joint(s)except Qt=lb)5=103,2=208. 7)Warning:Additional Permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard t I ! I I i I I CARS.O. FORBES FL LIC. NO: 20699 I' { 556 S. POMPANO PKWY. PAMPANO BEACH, FL.33069 (954}632-6651 Job Truss Truss Type Oty Ply CESPEDES MAIN UPPER ROOF 170404R UEJ9E Jack-Open 10 _ 1 !Job Reference to tional Custom Truss,Delray Beach,FL 33444 8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 2713:42:32 2017 Page 1 23-0-0 ID:G5P5ywtJcxPrS 9TrzMbntAU71Tb7Mcnm47oYOSUu_FiUC5xUZHurvkuD108zMWFr 3-2-0 f 7.0-0 3-2-0 3-10-0 2 Scale=1:23.0 Dead Load Defl.=3/16 in 4.00 F12 10 9 1 o I N 46= 1 c; 4 II`9 to op I l 6 5 8 1.5x4 11 44 II 23-8-0 23-0-0 26-1-14 3-2-0 7.0-0 j 3-2-0 3-10-0 Plate Offsets(X Y)—(1:0-2-12,0-0-15] f1:0-30 0-2-21 f7:0-0-0 0-1-121 I' I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defy, Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.11 5 >745 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.32 5 >253 240 BCLL 0.0' Rep Stress Incr YES WB 0.03 Horz(TL) 0.13 2 n/al' n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-S Wmd(LL) 0.15 . 5 >522' 240 Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x6 SP No.2`Except` MiTek recommends that Stabilizers and required cross bracing be installed during truss W4:2x4 SP No.3 erection in accordance with Stabiliier Installation guide. REACTIONS. (lb/size) 8=415/Mechanical,2=279/Mechanical,3=103/Mechanical Max Horz8=209(LC 12) Max Uplift8=84(LC 12),2=192(LC 12),3=10(LC 12) Max Grav8=415(LC 1),2=279(LC 1),3=156(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 7-8=-432129911-7=-325/313 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12, Inledor(1)3-2-12 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I 11 3).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100lb uplift at joint(s)8,3 except(jt=lb)2=192. 7)Wamin9�Additional Permanent and stabilitybracin for truss system(not part of this component design)Is always required. ' LOAD CASE(S)Standard I I I I ! I CARL G. FORBES FL LIC.NO:20699 556 S. POMPANO PKWY. PAMPANO BEACH, ILL. 33069 (954}682.6651 I Job Truss Truss ype Qty Ply CESPEDES MAIN UPPER ROOF 170404R UHJ7 Diagonal Hip Girder 1 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 18 2016 MiTek Industries,Inc. 711:57:42 2017 Pagel 23-c-o IDS:G5P5yvrtJcxPrS4tCxhX9TrzMbnt-EO3lKp?twAlYW9h7 y wPfuW5T4MIYBFjzMXa7 4-11-8 7-0-o 1 9-10-1 4-11-8 2-0-8 2-10-1 ' 4 Scale=1:19.1 2.83 12 3x4: 1 �� 3 I 1.5x4 II 10 1 I < 2 � m 6 N 9 W3 W4 N 1 Li B1 I � I 3x4= 11 o• 12 7 6 o' 2x4 11 3x4 8 5 g'xx44 I 23-2V 11 23-0-0 25-5-15 I 2-8-9 3-2-4 7-0-0 � 9-10-1 2-8-9 0-5-10 3-9-12 I' I 1 2-10-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.02 7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Ved(TL) -0.04 6-7 >999 240 BCLL 0.0' Rep Stress Incr NO WB 0.17 Horz(TL) -0.03 4 n!a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Wind(LL) 0.02 7 >999 240 Weight:46 Ito FT=20% I: LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural weod sheathing directly(polled or 8-7-14 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3*Except' 1040 oc bracing:5-6. WCL3:2x6 SP No.2 MiTek recommends that Stabllizets and required cross bracing be installed during truss erection ,n'accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=136/Mechanical,8=325/0-11-5(min.0-1-8),6=53/Mechanical Max Horz 8=194(LC 4) Max Uplifl4=96(LC 20),8=4800(LC 4),5=-I I6(LC 4) Max Grav4=163(LC 17),8=977(LC 31),6=302(LC 22) I FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=-610/381,2-9=-573/415,2-10=-615/488,3-10=496/376 BOT CHORD 1-11=378/612,8-11=-378/612,&12=-378/418,7-12=378/418,6-7=-378/418 WEBS 2-8=-474/354,3-7=-368/207,3-6=500/452 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=B.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 96 lb uplift at joint 4,800 lb uplift at joint 8 and 116 Ib uplift at joint 6. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)48lb down and 96 lb up at 1-4-15,48 Ito down and 96 lb up at 1-415,250 to down and 3691b up at 4-2-15,250 lb down and 369 lb up at 4-2-15,and 136 lb down and 53lb up at 7-0-14,and 136 lb down and 53lb upl at 7-0-14 on tap chord,and 24 lb up at 1-4-15,24 lb up at 1-4-15,168 Itodown and 2491b up at 4-2-15,168 lb down and 249 Itoup at 4-2-15,and 36 lb down and 431b up at 7-0-14,and 36 lb dovm and 43 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. I' 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard j 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=90,1-5=-20 Concentrated Loads(lb) Vert:10=291(F=146,B=146)12=270(F=135,13=135) I I I CARL G. FOR BE.s`�` FL LIC, NO:20699 566 S. POMPANO PiiWY. {I PAMPANO BEACH, FL.. 33069 i (954)682-6651 i Job Truss Truss Type �Qty Ply CESPEDES MAIN UPPER ROOF 170404R UHJ7A Diagonal Hip Girder 1 1 Job Reference(optional Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2,016 Pr nt:8.020 s Nov 18 2016 MiTek Industries,Inc. 711:57:42 2017 Pagel za-o-o ID:G5P5ywtJcxPrS4tCxhX9T¢Mbnt-EO3tKp7twAlYWgh7_ i)?ipeuW7CAMIYBFjzMXo7 l 3-5-7 { 6-6-8 I 9-10-1 3-5.7 3-1-0 , 3 Scale=1:19.1 I 2.83 12 I 11 v I 10 1 N I 9 133 21 1 hJR1 0 g 14 11 15 4 c6 0 3x4= 12 0• 13 7 6 A e' 6x6= 8 ��%ygg 23 U-0 I 23-8-0 25-5-15 t 2-8-9 13-2-4 I 6-6-g I—I g-1p-1 2-8-9 0-5-10 3-4-4 3-3-9 Plate Offsets Mn— 12:0A-0 0-1-111 LOADING(psQ SPACING. 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.17 6 >455 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(TL) 0.13 6 >621 240 BCLL 0.0' Rep Stress Incr NO WB 0.06 Horz(TL) -0.09 3 n1a nla BCDL 10.0 Cade FBC2014/TPI2007 Matrix-S I Weight:47lb FT=20% LUMBER- BRACING- . TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling!directly applied or 1040 oc bracing. WEBS 2x6 SP No.2*Except' MiTek recommends that Stabilizers and required cross bracing be installed during truss W4:2x4 SP No.3 erection in'accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=206/Mechanical,4=24/Mechanical,8=360/0-11-5(min.0-1-8) Max Horz8=194(LC 4) Max Uplift3=177(LC 4),4=-105(LC 17),8=770(LC 4) Max Grav3=231(LC 28),4=210(LC 22),8=1028(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-8=-736/456,5-7=2591208 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;Exp C;Encl.,GCpi=0.18;MWI RS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I' 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. II 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 177 lb uplift at joint 3,105 lb uplift at joint 4 and 770 lb uplift at joint 8. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)48 lb down and 96 lb up at 1-4-15,48 Ib down and 96 Ib up at 1-415,250 Ib down and 3691b up at 4-2-15,250 lb down and 3691b up at 4-2-15,and 136 Ib down and 55 Ib up at 7-0-14,and 1361b down and 55 Ib up'at 7-0-14 on top chord,and 24 lb up at 1415,24lb up at 1-4-15,168lb down and 249lb up at 4-2-15,168 lb down and 249lb up at 4-2-15,and 47lb down and 25lb up at 7-0-14,and 47lb down and 25 lb up at 7-0-14 on bottom chord.The design/selection of such connection device(s)is the responsibility of others. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pIQ Vert:1-3=90,1-6=-20,2-4=-20 Concentrated Loads(lb) Vert:10=291(F=146,B=146)13=270(F=135,8=135)15=38(F=19,B=19) j (' I I I I I I CARL G. FORBES FL LIC. NO:20699 555 S. POMPANO PKWY. PAMPANO BEACH, FL.33069 (954)682.6651 Job Truss Truss Type --"— - Qty Ply CESPEDES MAIN UPPER ROOF 170404R UHJ7B Diagonal Hip Girder 1 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 2711:57:43 2017 Page 1 23-0-o ID:G5P5ywtJcxPrS4tCxhX9TrzMbnt-iadFY90VhUQP7JGKXBZBst1VNIpPAdDayHknAzMXo6 3-9-11 7-2-15 9-0-0 1 i 1 12-8-0 3-9-11 l 3-5-4 1-9-1 I; 3.8-0 I ' 1.5x4 11 Scale=1:22.4 4 5 i 2.83 12 3x4= 1 3 I 15 v 1 I W5 14 W4 6 4x4— 13 B3 1 WCL3 2 12x1 9 o 19 0 8 21 7 m 2x4 II 3x10= 3x4= 17 ° o• 18 11 10 6. o, � I 12 7x8= 23-8-0 23-0-0 1 2-8-9 1 3-2-4 1 7-2-15 1 9-0-0 1 12-8-0 2-8-9 o-5-10 4-0-11 1-9-1 3-8-0 Plate Offsets tX Y)— f2:0-5-0 Edgel f12:0-2-110-0-101 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lld PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.97 Vert(I-Q -0.07 2-9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) 0.07 11-12 >999 240 BCLL 0.0* Rep Stress Incr NO WB 0.26 Horz(TL) -0.08 7 n/a nla ! BCDL 10.0 Code FBC2014ITP12007 Matrix-S j Weight:71 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-00.0 oc bracing. WEBS 2x4 SP No.3'Excepf MiTek recommends that Stabilizer's and required cross bracing be installed during truss WCL3,W5:2x6 SP No.2 erection in laccordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=448/0-11-5 (min.0-1-8),7=495/Mechanical Max Horz 12=247(LC 4) Max Uplift12=866(LC 4),7=320(LC 4) Max Grav 12=1135(LC 31),7=581(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. j TOP CHORD 2-14=1009/377,14-15=-929/373,3-15=-904/383 BOT CHORD 2-19=485/907,9-19=-485/907,9-20=485/905,B-20=-4851905,8-21=485/905,7-21=485/905 WEBS 2-12=799/545,3-8=241/3(30,3-7=1003/537,9-11=256/241 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=B.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 866 lb uplift at joint 12 and 320 lb uplift at joint 7. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)48 lb down and 96 lb up at 1-4-15,48 lb down and 96 lb up at 1-4-15,250 Ib down and 369 Ib up at 4-2-15,250 lb down and 3691b up at 4-2-15,136 lb down and 531b up at 7-0-14,136Ib down and 53 lb up at 7-0-14,and 781b down and 1471b up at 9-10-13,and 781b down and 147 lb up at 9-10-13 on top chord,and 24 lb up at 1-4-15,24lb up at 1-4-15,168 lb down and 249 lb up at 42-151168 lb down and 249lb up at 4-2-15,36 lb down and 43 lb up at 7-2-15,36lb down and 43 lb up at 7-2-15,and 55 lb down at 9-10-13,and 55 lb down at 9-10-13 on bottom chord. The 1 design/selection of such connection device(s)is the responsibility of others. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pIQ Vert:1-5=-90,1-10=-20,6-9=-20 Concentrated Loads(lb) Ved:14=291(F=146,B=146)16=-69(F=34,B=34)18=270(F=135,B=135)21=34(F=17,B=-17) i CARL G. FOR13ES FL LIC,NO:20699 555 S. POMPANO PF' WY. PAMPANO BEACH, ILL.339691 (954�682.6651 I I I i I Job Truss Truss Type aty Ply �CESPEDES; MAIN UPPER ROOF 170404R UHJ9 Diagonal Hip Girder 1 11 Job Reference a bona Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 20.16 Print:8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 2711:57:44 2017 Page 1 23-0-0 ID:G5P5ywtJcxPrS4lCxhX9TrzMbnt-BmBdIV07S0YG1TrW5u400h2dW%W-�uMpc1HKczMXo5 t 4-4-7 { B-0-0 + 112-8-0 4-4-7 3-7-9 4-8-0 1.5x4 11 Scale=1:23.7 4 Dead Load Defl.=1/16 in i 2.83 Ill2 1 3x4; 3 1, 12 1.5x4 II 11 W4 2 I 1 W5 i6 1F-1 t I � { I y B1 9 3x4= 14 ° c• 15 16 8 17 7 n• B 9 2x4 11 j 3x10=6 2x4 11 23-0-0 23-0-0 I 2-8-9 3-2-4 7.9-6 -0- ;12-8-0 2-8-9 -5-10 4-7-2 0-2-0 1 4-8-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well. L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.05 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.11 7-8 >989 240 BCLL 0.0' Rep Stress Incr NO WB 0.27 Horz(TL) 0.01 7 n/a, n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-S Wind(LL) 0.07 7-8 >999 240 Weight:65 lb FT=20% I LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-01oc bracing, Except: WEBS 2x6 SP No.2'Excepr 10-0-0 oc bracing:6-7. W5,W6:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=434/0-11-5(min.0-1-8),7=465/Mechanical Max Horz 9=247(LC 20) - Max Uplift9=872(LC 4),7=332(LC 4) Max Grav9=1121(LC 31),7=551(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=721/228,2-10=684/203,2-11=-740/285,11-12=621/220,3-12=584/231 BOT CHORD 1-14=203/724,9-14=203/724,9-15=322/595,15-16=3221595,8-16=322/595,8-17=322/595,7-17=322/595 WEBS 2-9=533/383,3-8=-317/232,3-7=657/355 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vosd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 872 lb uplift at joint 9 and 332 lb uplift at joint 7. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)48 lb down and 96 lb up at 1-4-15,48 lb down and 96 lb up at 1-4I15,250 lb down and 369 lb up at 4.2-15,250 lb down and 3691b up at 4-2-15,136 lb down and 53lb up at 7-0-14,136 lb down and 53lb up at 7-0-14,and 77 lb down and 147lb up at 9-10-13,and 771b down and 147 Ib up at 9-10-13 on top chord,and 241b up at 1-4-15,24 Ib up at 1-415,168 lb down and 249lb up at 4-2-15,168 lb down and 249 lb up at 4-2-15,36 Ib down and 43 Ib up at 7-0-14,361b down and 431b up at 7-0-14,and 381b down at 9-10-13,and 38 lb down at 9-10-13 on bottom chord.The design/selection of such connection device(s)is the responsibility of others. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pll) Vert:1-5=-90,1-6=-20 Concentrated Loads(lb) Vert:11=291(F=146,B=146)13=66(F=-33,B=-33)15=270(F=135,B=135)17=2(F=1,13=1) � I CARL 0. FORBES FL.L.IC. NO:20699 555 S. POMPANO PF€11'k Y. PAMPA NO BEACH, FL.93069 (964p 682.6651 i I I Job Truss Truss Type — Oly T ly CESPEDES MAIN UPPER ROOF 170404R UHJ9C Diagonal Hip Girder 2 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov Ili 201 M'T k Industries,Inc.Thu Apr 2711:57:45 2017 Page 1 23-0-0 ID:G5P5ywtJcxPrS4tCxhX9 t t t-fzl?zr11C5g7Nd0ifbbfxvbmtcjHjTp0 ltrs2zMXo4 I 4-4-7 7-0-0 8-4-2 ' 10-3-11 + 12-8-0 4-4-7 2-7-9 1-4-6 1 1-1 -4 2-4-5 5 =1:213 1.5x4 II `? 0 2.83 12 12 4 I I 3 3 I 1 a 1.5x4 II 11 j c° 2 w5 w7 W6 10 1 1 et Lii 3x4= 13 b 14 8 2x411 9 2x4 II 15 7 6 23-0-0 ix6 23-0-0 23-0-0 26-1-15 2- -13 24 7-0-0 10-3-11 I 12-B-0 -8-13 1 I i2 0-21 4-0-5 13-3-11 l 2-4-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.83 Ved(LL) -0.02 8 >999 360 MT20 1441190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.04 8 >99b 240 BCLL 0.0' Rep Stress Incr NO WB 0.12 Horz(TL) -0.03 5 n/a n/a BCDL 10.0 Code FBC20141rP12007 Matrix-S Wind(LL) 0.02 8 >999 240 Weight:62lb FT=20% I LUMBER- BRACING- ! TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x6 SP No.2*Except' 10-0-0 oc bracing:&7. 1 W6,W7:2x4 SP No.3 MiTek recommends that Stabilizer's and required cross bracing be installed during truss erection in laccordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except Qt=length)6=Mechanical,9=0-5-11,7=0-11-5. 1 (lb)- Max Horz 9=247(LC 4) Max Uplift All uplift 100 lb or less at joint(s)5,6 except 9=604(LC 4),7=-413(LC 4) Max Grav All reactions 250 lb or less at joint(s)5,6 except 9=789(LC 31),7=682(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-566/291,2-10=-530/322,2-11=543I360,3-11=-457/296 BOT CHORD 1-13=-288/566,9-13=-288/566,9-14=2881321,8-14=288/321,8-15=288/321,7-15=288/321 WEBS 2-9=3801269,4-7=4151291,3-8=-316/133,3-7=364/326 NOTES- 1)Wind:ASCE 7-10;Vu11=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 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 lb uplift at joint(s)5,6 except Qt=lb)9=604,7=413. 1 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)48 lb down and 96lb up at 1-4-15,48 lb down and 96 lb up at 1-4-15,178 lb down and 265lb up at 4-2-15,178 lb down and 265 lb up at 4-2-15,132lb down and 70 lb up at 7-0-14,132lb down and 70 lb up at 7-0-14,and 84lb down and 158 lb up at 9-10-13,and 77 Ito down and 147 lb up at 9-10-13 on top chord,and 24 lb up at 1-4-15,24 Ito up at 1-4-15,100lb down and 167 lb up at 4�2-15,100 lb down and 167lb up at 4-2-15,24 lb down and 17 lb up at 7-0-14,and 24 lb down and 17 lb up at 7-0-14,and 40 lb down at 9-10-13 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-90,1-6=-20 Concentrated Loads(lb) Vert:11=206(F=103,B=1 03)12=79(F=-46,6=33)14=186(F=93,B=93)15=9(1`) I CART»G. FORBIDS FP,L.PC,NO:20699 555 S. POMPANO PP{W. PAMPANO BVACH, FL. 33069 (9 }682.6661 I ' � I Job Truss Truss Type °ty Ply CESPEDESi MAIN UPPER ROOF 170404R UJ1 Corner Jack 12 1 11 23-0 0 Job Reference(optionat Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print 8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 2711:57:45 2017 Page 1 23-5-14 ID:G5P5yvdJcxPrS4tCxhi TrzMbnt-fzl?zr11C5g7Nd0ifbbfxvbyAcoHjUuW2Gmrs2zMXo4 1-0-0 1-0-0 i 4.00 F12 i Scale=1:7.6 2 1 ;B1 0 o N 3 2x4= I , 2300 I 23-5-14 1-0-0 1-0-0 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Wait Ltd I PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 1 nlr 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 1 nlr 120 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 nla nla BCDL 10.0 Code FBC2014rrP12007 Matrix-P Weight:3 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural w d sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=99/Mechanical,3=101Mechanical Max Horz2=101(LC 1),3=105(LC 12) Max Uplift2=73(1_C 12),3=-20(LC 8) Max Grav2=99(LC 1),3=20(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11 3)`This truss has been designed for a live load of 20.Opsf on the bott(Yn chord in all areas where a rectangle 3-6-0 tall by 2-0-0 vide will fit between the bottom chord and any other members. 4)Refer to 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)2,3. 6)Non Standard bearing condition. Review required. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard I, I i i i CARL G- F©RBES FL l,IC, NO:20699 556 S. POMPANO PFCWY. PAMPANO BEACH, FL..33069 (964)f 682.8661 I I I Job Truss Truss Type -- oty— Ply CESPEDESI MAIN UPPER ROOF 170404R UJ3 Corner Jack 8 1 Job Reference(option 111 Custom Truss,Delray Beach,FL 33444 nrR g.020 s Nov 18 2016 Print @f$Nov 16 2016 MiTek Industries,Inc.Thu Apr 2711:57A5 2017 Page 1 ID:G5P5}NJ x 04tCxh 9TrzMbnt-fzl?zrlIC5g7NdOifbbfxvbsMchDjTOW2Gmrs2zMXo4 3-0-0 I 300 Scale=1:11.2 3 4.00 12 x6 II 3 2 i I i T1 1 d WCL3 B1 2x4= 4 3z601Q 5 23-0-0 24-1-14 I 2-8-0 1 3-0-0 2-8-0 i 0-4-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deB Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(TL) 0.00 5 >999 240 BCLL 0.0' Rep Stress Incr YES WB 0.10 Horz(TL) 0.04 3 A n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Wind(LL) -0.00 4-5 >999 240 Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins. BOB CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0�0 oc bracing. WEBS 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in!accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=241/Mechanical,4=221/Mechanical,5=785/0-8-0(min.0-1-8) i Max Horz 5=83(LC 12) Max Uplift3=241(LC 1),4=-221(LC 1),5=580(LC 12) Max Grav3=160(LC 12),4=171(LC 12),5=785(LC 1) I FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-470/763 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate gnp DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to 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)except(jt=lb)3=241,4=221 1 5=560. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard j I I I I I I CARS.O. FORBE r FL LIC.NO:20699 555 S. POMPANO F'i+4WY. PAl4 PANO BEACH, FL.33069 i (954�682-6661 Job Truss Truss Type Qty, Ply CESPEDESI MAIN UPPER ROOF 170404R UJ3A Corner Jack 4 1 Jab Reference o tional Custom Truss,Delray Beach,FL 33444 �®.020 s Nov 18 2016 Pdnk�#i@�Nov 18 2016 MiTek Industries,Inc.Thu Apr 2711:57:46 2017 Page 1 ID:G5P5ywtJcx� ltC4hX9TrzMbnt-791NAB2NzPo_m7vDJ6uT672JO3gSw tHwWOOUzMXo3 1 3-0-0 3-0-0 Scale=1:11.2 I 3 4.00 F12 3x6 II 2 i i T1 i 1 v 6L2 i I! 131 i 2x4= ��Qo 4 0 QO 2319-0 3x6 II �� 23-0-0 24-1-14 1 2-3-8 3-0-0 2-3-8 0-8-8 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC ON Vert(LL) 0.00 5 >999 360 i MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(TL) 0.00 4-5 >999 240 B CLL 0.0' Rep Stress Incr YES WB 0.07 Horz(TL) 0.03 3 nla n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-P Wind(LL) -0.00 4-5 >999, 240 Weight:11 lb FT=20% LUMBER. BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1040 oc bracing. WEBS 2x6 SP No.2 MiTek recortlmends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=137/Mechanical,4=-139/Mechanical,5=599/0-3-8 (min.0-1-8) 1 Max Horz 5=83(LC 12) Max Uplifl3=137(LC 1),4=139(LC 1),5=434(LC 12) Max Grav3=87(LC 12),4=107(LC 12).5=599(LC 1) FORCES. (Ib)-Max.Comp.IMax.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=369/591 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=B.Opsf;BCDL=4.Opsf;h=25ft;8=45ft;L=24ft;eave=411;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 1 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except at=lb)3=137,4=139,5=434. 1 6)Wareing:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard i I I i I i CARL..G. FORBBS j FL LIC.NO:20699 556 S. POMPANO PKWY. PPrMPANO BrEACH, FL.33969 csy 692-&'s651 I I i Job Truss Truss Type Qty Ply CESPEDES MAIN UPPER ROOF 170404R UJ5 Corner Jack 6 1 Job Reference o tional Cusfom Truss,Delray Beach,FL 33444 23-0-0 Run:8.020 s Nov 18 2016 Print 8.020 s Ngv31a1g016 MiTek Industries,Inc.Thu Apr 2711:57:46 2017 Page 1 I D:G5P5yMJcxPrS4tCxhjj_�Mb�t-791NAB2NzPo_m?vDJ6uT67l kO2KSw7fHwW000zMXo3 l 5-0-0 5-0-0 Scale=1:15.5 3 ] 4.00 12 1.5x4 II 7 2 T1 V N N 6 0 1 WCL3 Lj B7 I � 2x4= A 4 1 5 12`9yd-d I 23-0-0 24-914 2-0-0 f 2-4-0 5-0-0 i 2-0-0 0-4-0 2-8-0 1' LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud ' PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC •0.44 VeN(LL) 0.01 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(TL) 0.01 4-5 >99b 240 BCLL 0.0• Rep Stress Incr YES WB 0.07 Horz(TL) 0.06 3 n6 n/a BCDL 10.0 Code 1`8132014/fP12007 Matrix-P Wind(LL) -0.02 4-5 >999 240 I Weight:17lb FT=20% j LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-( 0 oc bracing. WEBS 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in'accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=51/Mechanical,4=23/Mechanical,5=515/0-8-0(min.0-1-8) Max Horz5=130(LC 12) Max Uplift3=-43(LC 9),4=-23(LC 1),5=334(1_13 12) Max Grav3=59(LC 17),4=35(LC 12),5=515(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-3621518 NOTES- 1I 1)Wind:ASIDE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=4511;L=24ft;eave=oft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0, Interior(1)3-0-0 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas when:a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to 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)3,4 except at=lb)5=334. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. I LOAD CASE(S)Standard i i I CARL G. FO RBES 1 FL LIIC.NO:20899 555 S. POMPANO Pi{i14WY. PAMPANO BEACH, FL. =69 (954}682-6651 Job Truss Truss Type Qty Ply CESPEDES MAIN UPPER ROOF 170404R UJ5A Corner Jack 4 1 Job Reference o tional Custom Truss,Delray Beach,FL 33444 23-0-0 Run:8.020 s Nov 18 2016 Print:8.020 s NgyjJ8-g016 MTek Industries,Inc.Thu Apr 2711:57:47 2017 Page 1 ID:GSP5ywtJcxPrS4tCxh)�94T-t 4nl-bLsmNX37kiwrcwa5mOd7OKgCCQQxBOQpVaFyxxzMXo2 s-o-o I: 5-0-0 ' I 3 Scale=1:15.5 4.00 12 7 1.5x4 II 2 ci T1 N 6 1 WCL3 E31 2x4= �. 4 5 1.5x4 II 23-0-0 11 23-0-0 24-9-14 2-0-0 2 1-1- 2 5-0-0 2-0-0 01 2 2-10-4 LOADING(pst) SPACING- 2-0-0 CS1. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.02 4-5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(TL) 0.01 4-5 >999 240 BCLL 0.0` Rep Stress Incr YES WB 0.06 Horz(TL) 0.04 3 A n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling,directly applied or 10-0-0 oc bracing. WEBS 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=71/Mechanical,4=-91Mechanical,5=48010-3-8(min.0-1-8) I, Max Horz 5=130(LC 12) Max Uplift3=56(LC 12),4=9(LC 1),5=302(LC 12) Max Grav3=73(LC 17),4=31(LC 10),5=480(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-347/494 NOTES. 1)Wind:ASCE 7-10;Vul1=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0, Interior(1)3-0-0 to 4-11A zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to 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)3,4 except Gt=lb)5=302. j 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard I I I i i i CARL:.G. FORBES FL LIC.NO:20699 555 S. POMPANO PKWY. PAMPANO BEACH, FL. 13069 (954�682-6651 I 1 1 Job Truss Truss Type — Qty Ply �CESPEDES,' MAIN UPPER ROOF 170404R UJ513 Corner Jack 2 1'I ' Job Reference(optional 1 Custom Truss,Delray Beach,FL 33444 P3-0-0 Run:8.020 s Nov 18 2616 Print:8.020 s D 94 2016 MiTek Industries,Inc.Thu Apr 2711:57:47 2017 Page 1 ID:G5P5ywtJcxPrS4tCx��ar7rylbnt-bLsmNX3?kjwrcwa5mOd7OKgCaQONBNOpVaFyXo¢MXo2 4-8-0 -U-O I-7 4-8-0 1 0-4-0 3 Scale=1:15.5 4.00 F12 11 I I 2 I T1 v 10 133 1 aa WCL3 ex6= 5 o 1.' 4 11 4 m 1 I i o 2x4= �. 7 6 0. 1.5x4 II 9 12§yd-d 1 23-8-0 d 24-9-14 I 2-0-0 2-4-0 4-8-0 5-0-0 2-0-0 0-4-01 2-4-0 l 0-4 0 Plate Offsets(X,))—f2:0-2-12 0-0-151 18:0-1-12 0-1-111 IB•O-0 0 0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL • 1.25 TC 0.37 Vert(LL) 0.00 7-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.01 6 >999 240 BCLL 0.0" Rep Stress Incr YES WB 0.06 Horz(TL) 0.05 3 nla nla BCDL 10.0 Code FBC2014/TP12007 Matrix-S Wind(LL) -0.01 7-9 >999 240 Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 0 oc bracing. WEBS 2x6 SP No.2"Except" MiTek recommends that Stabilizers and required cross bracing be installed during truss W2:2x4 SP No.3 erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=541Mechanical,4=5/Mechanical,9=541/0-8-0(min.0-1-8) Max Horz9=130(LC 12) Max Uplift3=44(LC 12),4=-5(LC 1),9=323(LC 12) Max Grav3=61(LC 17),4=53(LC 3),9=541(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. j WEBS 8-9=366/476,2-8=-352/514 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vesd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0, Inledor(1)3-0-0 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I, 3)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to 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)3,4 except Qt=lb)9=323. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard I - � I i I I I i I I CARL G. FORBES FL L[C_NO: 20899 555 S. POMPANO PKWY. PAMPANO BEACH, FL. 93069 (964}682.6651 I Job Truss Truss Type City PlyI �CESPEDES MAIN UPPER ROOF 170404R UJ7 Corner Jack 4 1 Job Reference foptiodap Custom Truss,Delray Beach,FL 33444 23-0-0 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 18 2 Tek Industries,Inc.Thu Apr 2711:57A7 2017 Page 1 ID:G5P5ywtJcxPrS4lCxhX9Ti - mNX3?kjwrcwa5mOd70KgBfOOTBNLpVaFy)o¢MXo2 4 7-0-o 7-0-0 Scale=1:19.3 I � i 4.00 F12 I, 1.5x4 II 7 1 ! 2 5 < o n N I N 1 r W] 81 2x4= �. q �.5 a. I 12§V-011 I, I 23-0-0 25-5-14 I - 2-4-0 7-0-0 2-00 2-0-0 0 4 O1 4-8-0 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.43 Ved(LL) -0.04 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.04 4-5 >999 180 BCLL 0.0` Rep Stress Incr YES WB 0.07 Horz(TL) 0.05 3 n/a nla BCDL 10.0 Code FBC2014/rP12007 Matrix-P Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-011,0 oc bracing. WEBS 2x6 SP No.2 MiTek reco((nnmends that Stabilizer's and required cross bracing be installed during truss erection in[accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=160/Mechanical,4=281Mechanical,5=575/0-8-0(min.0-1-8) Max Horz 5=176(LC 12) Max Uplifl3=116(LC 12),5=335(LC 12) Max Grav3=160(LC 1),4=69(LC 3),5=575(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=2891134 BOT CHORD 1-5=-114/262 WEBS 2-5=452/537 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=B.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0, Interior(1)3-0-0 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb)3=116,5=335.I 6)Warring:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 1 LOAD CASE(S) Standard I' I I . I CARL.G. FORRIES ! FL LIC. NO:20699 555 S. POMPANO PKWY. PAMPANO BEACH, FL.93'969 (9541662-6661 I I I i Job Truss Truss Type -- Qty —Ply —I CESPEDES MAIN UPPER ROOF 170404R UJ7A Corner Jack 2 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 18 2 ek Industries,Inc.Thu Apr 2711:57A8 2017 Page 1 z3-o-o ID:d5P5ywtJcxPrS4t( P8bt3dVO2iE48HKk8MZXDLPgn McykD?VTNzMXo1 7-0-0 7-0-a 3 Scale=1:19.3 4.00 F12 I I 1.5x4 11 5 7 1 2 o I i N 1 WCL3 Li 81 2x4= 6• 4 5 1.Sx -0-0 23-0-0 25-5-14 2-0-0 2 1-2 7-0-0 2-6-0 0-1-2 4-10-4 1 LOADING lost) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.02 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.04 4-5 >999 240 BCLL 0.0' Rep Stress Incr YES WB 0.07 Horz(TL) 0.03 3 nla n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Wind(ILL) -0.03 4-5 >999 240 1 Weight:23 lb FT=20% i LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6 0 0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceilingldirectly applied or 10-0-0 oc bracing. WEBS 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance w th Stabilizer Installation guide.' REACTIONS. (lb/size) 3=174/Mechanical,4=37/Mechanical,5=552/0-3-8(min.0-1-8) I Max Horz5=176(LC 12) Max Uplift3=124(LC 12),5=313(LC 12) Max Grav3=174(LC 1),4=77(LC 3),5=552(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. j TOP CHORD 1-2=293/135 BOT CHORD 1-5=114/262 j WEBS 2-5=448/530 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Cpsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24fl;eave=oft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0, Inledor(1)3-0-0 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to 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)except Qt=lb)3=124,5=313 6)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard I I I I I I ' I ' CARL.G. FORBES FL LIC.NO:20699 555 S. POMPANO PKWY. PAMPANO BEACH, FL. 33069 (964)682-6651 • � I Job Truss Truss Type Qty, Ply CESPEDES MAIN UPPER ROOF 170404R UJ713 Corner Jack 2 1, Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 181 1 Tek Industries,Inc.Thu Apr 2711:57A8 2017 Page 1 23-0-0 ID:G5P5ywtJcxPrS4tCxhX9T t-Y08bt3dV02iE48HKk8MZXDMeql7wgaykD7VTNzMXo1 5-2-0 F 7-0-0 5-2-0 1-10-0 I 3 Scale=1:19.3 I 4.00 12 i II i N 10 11 1 N 2 a I � N 1 3 Tr6= 5 0 Tr 4 m B1 0 2x4 5 = 1 o' 7 o' 1.5x4 II 55�d 9 �3=U=011 23-9-0 25-5-14 I 2-0-0 12-4-01 5-2-0 1 7-0-0 1 2-0-0 0-4-0 2-10-0 1-10-0 1 Plate Offsets(X Y)— (2:0-2-12 0-0-151 f8:a1-12 0-1-111 f8:0-0-0 a1-121 LOADING(pso SPACING. 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.04 6 >999, 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.09 6 >585 240 BCLL 0.0' Rep Stress Incr YES WB 0.07 Horz(TL) 0.04 3 n/a n/a BCDL 10.0 Code FBC2014/rPI2007 Matrix-S Wind(LL) -0.02 7 >999, 240 1 Weight:26 lb Fr=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x6 SP No.2*Except* MiTek recommends that Stabilizers and required cross bracing be installed during truss W3:2x4 SP No.3 erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=1621Mechanical,4=44/Mechanical,9=614I0-8-0(min.0-1-8) Max Horz9=176(LC 12) Max Upliff3=115(LC 12).9=319(LC 12) Max Grav3=162(LC 1),4=101(LC 3),9=614(LC 1) FORCES. (lb)-Max.Camp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-298/134 BOT CHORD 1-9=1141262 WEBS 8-9=4931514,2-8=449/540 NOTES- 1)Wind:ASCE 7-10;Vul1=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf,,BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;Encl.,GCpi=0.18;MW IRS (directional)and C-C Exterior(2)040 to 3-0-0,Interior(1)3-0-0 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to 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)except at=lb)3=115,9=319.1 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. I LOAD CASE(S)Standard i I I I CART:...G. FORBES FL LIC.NO: 20699 555 S. POMPANO PKWY, PA,MPANO BrIACH, FL. =69 I I I I Job Truss Truss Type Oty Ply CESPEDES, MAIN UPPER ROOF 170404R V1 Valley 2 11 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 1812016 MiTek Industries,Inc.Thu Apr 2711:57:48 2017 Page 1 25-3-1 3x4-_ ID:G5P5yMJcxPrS4lCXhX9TrzMbnt-3YOBbt3dVO2iE48HKk8MZXDS7gpzwreykD?VTNzMXo1 2-0-0 4-0-0 2-0-0 2-0-0 i Scale=1:7.4 4.00 12 2 i 3 1 T1 \\2I' I I 131 I 2x4 2x4 25-3-1 4-0-0 4-0-0 Plate Offsets(X,Y)--f2:0-2-0 Edgel LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(TL) n/a n/a 999 BCLL 0.0" Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-P Weight:9 lb FT=20% I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabiliier Installation guide. REACTIONS. (lb/size) 1=121WO-0(min.0-1-8),3=121/4-0-0(min.0-1-8) Max Horz 1=9(LC 10) Max Upliftl=-51(LC 12),3=-51(LC 12) I FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=2411;eave=oft;Cat.II;Up C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exter or(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard i I I { I I CARL.G. FORBES FL LIC_ NO: 20699 555 S. POMPANO PKWY. PAMPANO BEACH, FL. 33069 (954 682-6651 I' I i Job Truss Truss Oty Ply CESPEDES MAIN UPPER ROOF 170404R V2 Valley 1 1 Job Reference o tional Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 2711:57:49 2017 Page 1 26-2-9 ID G5P5yMJcxPrS4tCxhX9TrzMbnt-Xk_WoD4GGKAZsEjUuRgb5llZrDBgfHV6ztk2?pzMXoO 4-0-0 I 8-0-0 a-o-o 4-0-0 I scale=1:14.4 I 4x4= 4.00 12 2 11 T 2 ST1 3 1 B1 4 'I 2x4 5'� 1.5x4 II 2x4 26-2-9 8-0-0 8-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) nla n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Ved(TL) nla nla 999 BCLL 0.0" Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 3 nla n/a BCDL 10.0 Code FBC20141TP12007 Matrix-P Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0,0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizer's and required cross bracing be installed during truss erection in laccordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=168/8-0-0 (min.0-1-8),3=168/8-0-0(min.0-1-8),4=347/8-0-0(min.0-1-8) I, Max Horz 1=26(LC 10) Max Uplift1=83(LC 12),3=-83(LC 12),4=-120(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-269/299 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf,h=25ft;B=45ft;L=24ft;eave=oft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)zone;cantiiever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 j 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3 except(jt=1b)4=120. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard I I I I I h I i i I I CA.RL G. FORBES FI.LIC,NO:20699 556 S. POMPANO PKWY. PAMPA NO BEACH, FL. 33069 I (854)682.6661 i I I I i Job Truss Truss Type Oty Ply CESPEDES MAIN UPPER ROOF 170404R V3 Valley 2 1 Job Reference o tional Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 1812016 MiTek Industries,Inc.Thu Apr 2711:57:49 2017 Page 1 25-6-9 ID:G5P5ywtJcxPrS4tCxhX9TrzMbnl-Xk_WoD4GGKAZsEjUuRgb5llWxD52M56ztk27pzMXoO 6-0-0 I I' 12-0-0 6-0-0 6-0-0 Scale=1:18.8 4x6= 2 I 4.00 12 6 7 ' T T2 8 5 ST1 1 3 I I I. I 4 3x4 1.5x4 II 3x4 25-6-9 i 12-0-0 12-0-0 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Lld PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) nla n/a I 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vertjl-) nla nla, 999 BCLL 0.0" Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 3 nla n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S I Weight:36 to FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wo d sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizersand required cross bracing be installed during truss 1. erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=242112-0-0(min.0-1-8),3=242112-0-0(min.0-1-8),4=638/12-0-0(min.0-1-8) 1 Max Horz 1=43(LC 10) Max Upliftl=-113(LC 12),3=-113(LC 12),4=245(LC 12) Max Grav1=251(LC 21),3=251(LC 22),4=638(LC 1) I FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=4751388 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C 6derior(2)0-10-13 to 310-13, Intedor(1)3-10-13 to 6-0-0,Extedor(2)6-0-0 to 9-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. I 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb)1=113,3=113,4=245. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard I I, I I I I, I II I i I I CAR .G. FORI3ES FL LIC. NO: 20699 555 S. POMPANO PKf4 Y.. PAMPANO BEACH, FL 33069 (954}682.6661 I i Job Truss Truss Type oty Ply !' CESPEDES MAIN UPPER ROOF 170404R V4 Valley 1 1 Job Reference o fional Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2,016 Print:8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 2711:57:50 2017 Page 1 24-10-9 ID:G5P5yvAJcxPrS4tCxhX9TrzMbnl-?vYuOY5u1elOT01gS9BgeyllddUhOkjFBXUcXGzMXo7 8-0-0 ! 16-0-0 8-0-0 18-0-0 Scale=1:25.0 4x4= 3 4.00 12 ! I i i 1.5x4 II 9 10 1.5x4 II 2 T T2 1 4 T1 I I T T 1 i' S 3x4 6 7 6 3x4 1.5x4 11 1.5x4 11 1.Sx4 11 I 24-10-9 16-0-0 1600 LOADING(psl) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip OOL 1.25 TC 0.26 Ved(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Ved(TL) n/a n/a: 999 BCLL 0.0" Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 5 n/a. n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S ! Weight:521b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss REACTIONS. All bearings 16-0-0. erection,in accordance with Stabilizer Installation guide. (lb)- Max Horz 1=60(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,5 except 7=106(LC 12),8=228(LC 12),6=228(LC 12) Max Grav All reactions 250lb or less at joint(s)1,5 except 7=396(LC 1),8=465(LC 21),6=465(LC 22) � I FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-7=-317/184,2-8=-3821309,4-6=382/309 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vul1=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.0psF,,h=25ft;B=4511;L=24ft;eave=4ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-10-13 to 440, Intedor(1)440 to 840,Exte6or(2)8-0-0 to 11-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and,any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5 except Gt=lb)7=106,8=228,6=228. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard i. I ' I I i CARL:O, FOR13ES FL LIC. NO:20699 555 S. POMPANO PKWY. PAMPANO REACH, FL. 33069 (9:rd�}6S2-S6a1 i �I , Job Truss Truss Type Ory Ply �CESPEDES MAIN UPPER ROOF 170404R V5 Valley 1 1 Job Reference o fional Custom Truss,be Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 2711:57:50 2017 Page 1 24-2.9 ID:G5P5ywtJcxPrS4lCxhX9TrzMbnt-?wYuOY5utelOT01gS9BgeylhadS6OkPFBXUcXGzMXo7 10-0-0 20-0-0 10-0-0 10-0-0 I Scale=1:31.3 I 4x4= 3 I 4.00 12 I' 1.5x4 If 11 12 1.5x4 II 2 4 T7 T2 T 10 13 T T i on U xM 1 I i s I 3x4% 9 8 7 6 3x4 a 1.5x4 II 3x4= 1.5x4 II 1.5x4 II I 24-2-9 20-0-0 2000 LOADING(psl) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deal Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) n/a n/a' 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Ved(TL) We n/a' 999 BCLL 0.0' Rep Stress Incr YES WS 0.11 Horz(TL) 0.00 5 n/a nla BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:67 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. .All bearings 20-0-0. (lb)- Max Horz 1=-77(LC 10) Max Uplift All uplift 100lb or less at joint(s)1,5,7except 9=304(1-C 12).6=304(LC 12) Max Grav All reactions 250lb or less atjoint(s)1,5 except 7=311(LC 1),9=620(LC 21),6=620(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-7=260/118,2-9=495/374,4-6=-495/374 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45fl;L=24ft;eave=oft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-10-13 to 3-10-13, Interior(1)3-10-13 to 1040,Exterior(2)10-0-0 to 13-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by-2-0-0 wide will fit between the bottom chard and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joinl(s)1,5,7 except Qt=lb)9=304,6=304. 7)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard i ' I I I� I CARS.G. FORBES FL LIC, NO:20699 656 S. POMPANO P&Cll Y.. PAMPANO BEACH, FIL. 33069 (3S4)632.6661 I I l I