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Home My WebLink AboutTruss Drawings Project Information: �, Customer. Job Number: SOLTY PLUMBING 170404R Job Name: cusTOMrRuss CESPEDES RESL MAIN HOUSE 1890 W. ATLANTIC AVE Address: DELRAY BEACH, FL 33444 C24 CANAL ROAD 954-786-8800 City,ST,ZIP: FT.PIERCE, FL General Truss Engineering Criteria & Design Loads Building Code and Chapter. Computer Program Used: FBC2014/TP12007 MiTek Version: 8.02 Nov 18 20116 Gravity: Gravity: 55.0 psf ROOF TOTAL LOAD N/A Wind 170 mph from MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 This package includes a Truss Index Sheet and ***individual truss design drawings,together with the attached index of the Truss System design drawings. I hereby certify that this serves as a cover sheet in accordance with Chapter 61 G15-31.063 of the Florida Board'of Professional Regulations. l Note: Furthermore,the responsibility of the undersigned is solely limited to the `......... - design of the truss components shown.The suitability and use of these trusses for any building is the responsibility of tde building designer. 'RV = Delegated Engineer: CARL G. FORBES FL LAIC. NO: 20699 555 S. POMPANO PKWY. POMPANO BEACH, FL. 33069 - (954) 682-6651 1 04/27/17 B1 20 04/27/17 B25 39 04/27/17 B7 58 04/27/17 UEJ9C 2 04/27/17 1310 21 04/27/17 B26 40 04/27/17 138 59 04/27/17 UEAD 3 04/27/17 611 22 04/27/17 B27 41 04/27/17 69 60 04/27/17 UEJ9E 4 04/27/17 B12 23 04/27/17 B28 42 04/27/17 BG1 61 04/27/17 UHJ7 5 04/27/17 B12A 24 04/27/17 B29 43 04/27/17 BG10i 62 04/27/17 UHJ7A 6 04/27/17 B13 25 04/27/17 B3 44 04/27/17 BG11 63 04/27/17 UHJ7B 7 04/27/17 B14 26 04/27/17 B30 45 04/27/17 BG2 64 04/27/17 UHJ9 8 04/27/17 614A 27 04/27/17 B36 46 04/27/17 BG3 65 04/27/17 UHJ9C 9 04/27/17 B15 28 04/27/17 B37 47 04/27/17 BG4 " 66 04/27/17 UJ1 10 04/27/17 B16 29 04/27/17 B38 48 04/27/17 BG5 67 04/27/17 UJ3 11 04/27/17 B17 30 04/27/17 B39 49 04/27/17 BG6 68 04/27/17 UJ3A 12 04/27/17 B18 31 04/27/17 64 50 04/27/17 BG7 69 04/27/17 UJ5 13 -04/27/17 B19 32 04/27/17 B40 51 04/27/17 -BG8 : 70 04/27/17 UJ5A 14 04/27/17 62 33 04/27/17 B41 52 04/27/17 BG9 71 04/27/17 UJ513 15 04/27/17 B20 34 04/27/17 B42 53 04/27/17 UEJ7 72 04/27/17 UJ7 16 04/27/17 B21 35 04/27/17 B43 54 04/27/17 UEJ7B. 73 04/27/17 UJ7A 17 04/27/17 B22 36 04/27/17 B46 55 04/27/17 UEJ9` 74 04/27/11, 7 18 04/27/17 B23 37 04/27/17 65 56 04/27/17 UEJ9A 75 04/27 Py 19 04/27/17 B24 38 04/27/17 B6 57 04/27/17 UEJ913 76 04/27/17 V2 Page 1 of 2 Project Information: Customer: Job Number: SOLTY PLUMBING 170404R CUSTOM TRU Job Name: TRUSS Job REST. MAIN HOUSE 1890 W. ATLANTIC AVE Address: DELRAY BEACH, FL 33444 C24 CANAL ROAU , 954-786-8800 City,sr,ZIP: FT. PIERCE, FL General Truss Engineering Criteria & Design Loads Building Code and Chapter: Computer Program Used: FBC2014/TPI2007 MiTek Version:8.62 Nov 18 2016 Gravity: Gravity: 55.0 psf ROOF TOTAL LOAD N/A i Wind 170 mph from MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 I This package includes a Truss Index Sheet and ***individual truss design drawings,together with the attached index of the Truss System design drawings. I hereby certify that this serves as a cover sheet in accordance with Chapter 61 G15-31.003 of the Florida Board of Professional Regulations. Note: Furthermore,the responsibility of the undersigned is solely limited to the design of the truss components shown.The suitlability and use of these = trusses for any building is the responsibility of tile building designer. Engineer:Delegated 1)17 - Dele En _ 9 9' CARL G. FORl3ES FL LIC. NO: 20{699 555 S. POMPANO PKWY. POMPANO BEACH, FL. 33069 (954) 682-6651 77 04/27/17 V3 78 04/27/17 V4 79 04/27/17 V5 i I' I I I Page 2 of 2 I, i I Job Truss Truss Type aty Ply j CESPEDESI MAIN UPPER ROOF 170404R B1 Hip 1 1 I Job Reference o tional Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 18016 MiTek Industries,Inc.Thu Apr 2711:56:52 2017 Page 1 23-0-0 ID:G5P5ywtJcxPrS4tCxhX9TrzMbnt-Im2z6OVhp?eWfs IkuhLFYvmHaIsWRXUdzMXov 7-0-0 9-0-0 1 10-9-0 1 17-0-0 21-4-0 1' 23-B-0 26.0.0 7-0-0 2-6-0 1-9-0 6-3-0 4-4-0 2-4-0 2-4-0 Scale=1:44.2 Dead Load Den.=1/4 in I 5x8= 3x4= 4x6 4.00 12 4 5 2 3 6 4x4 3 3x4 1.5x4 I1 21 24 7 3x6 C 20 25 m 2 8 1 j 9 Bi 15 13 T'-�o 14 3x4= `. , d •19 18 17 16 3x10= 11 3x4= 5x6= 4x10=1.5x4 II 12 5x6o 6x8= 1.5x4 II 23-0-0 23-0-0 I• 1 2-0-0 2f410 9-0-0 1 10-9.0 1 17-0-0 I 21-4-0 1 23-8-0 2�0 26-0-0 2-0-0 ck'Q 6-8-0 1-9-0 6.3-0 4-4-0 2-4-0 0-4-0 2-0.0 Plate Offsets(X))— f4:0-5-12 0-2-81 f13:0-4-8 0-1-121 f 15:0-5-12 0-3-41 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Lld PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.12 16 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Ved(TL) •0.34 14-15 >754 240 BCLL 0.0' Rep Stress Incr YES WB 0.97 Horz(TL) 0.13 10 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-S Wind(LL) 0.13 16 49 240 Weight:136 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling�directly applied or 5-8-6 oc bracing. WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing be installed during truss WB,WCL3:2x6 SP No.2 erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1441/0-8-0(min.0-1-11),19=1436/0-8-0(min.0-1-11) Max Horz 19=83(LC 11) Max Uplift10=628(1-C 9),19=716(LC 12) j FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-368/106,3-4=1738/942,4-5=-2411/1330,5-22=2109/1139,22-23=2109/1139,6-23=210911139,6-24=2212/1133,7-241=2275/1111. 7-25=17361811,8-25=-1785/805,8-9=399/268 BOT CHORD 1-19=331358,18-19=-73311596,14-15=108712445,13.14=-714/1743,9-10=-203/402 j WEBS 5-15=5751443,4-18=8711416,15-18=704/1762,4-15=940/1782,5-14=519/300,6-14=19/288,7-14=333/499,8-10=125V/19, 3-19=1854/1136,2-19=408/384,7-13=517/412,10-13=343/448,8-13=-1053/1921 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=26ft;eave=4ft;Cat.II;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 9-0-0,Exterior(2)9-0-0 to 21-2-15,Interior(1)21-2-15 to 26-H 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)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 chard 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 628lb uplift at joint 10 and 716 lb uplift at joint 191 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. I I LOAD CASE(S)Standard I I I I I CARL.G. FCRBIES FL LIIC. NO:20899 556 S. POMPANO PKWY.. PAMPANO BEACH, FL. 33969 (9 �682-6661 I Job Truss Truss Type Oty Ply �CESPEDES MAIN UPPER ROOF 170404R B10 ROOF TRUSS 1 1 Job Reference o t onal 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 2711:56:53 2017 Page 1 23fl IDI:G5P5ywtJc-xPrS4lCxhX9TrzMbnt-AybL23�_ - 7 V8dRjcgf5f3g-xlllfeYs5AA503zMXou 0 00 1300 7-100 2 6-80 0-8 356- 40 46-0-0 5 -0 4-150-0 1 0--0 -0 -8-0 -8- -140- 4- 61 Scale=1:88.2 Dead Load Defl.=518 in 2x4 11 4.0012 4x4 4x8 6x6= 2x4 II 5x6= 6x6= = = 4x6� 5 6 7 29 308 9 31 10 11 q 5x6 5x6% 12 WCL1327 W 2 3 8 32 5x6 II d 2 4 1 13 1 1 14 I� o d 4x6= 26 25 24 23 22 21 20 19 18 17 16 15 4x6 6xl2\\ 4x4= 5x8 MT20HS=06— 5x8 MT18HS= 4x4= 4x6= 5x8 MT2I HS= 5x12 4x6= 3x10 II I i I I ' 23-0 0 .--o 23-0�.4.0 12-0-02,9A 50-0 13-0-0 22-8-0 30-9-0 40A-0 46-0-0 512-4 51 ni-0 z o 00 4o z�-o I a-0 o I s-e-o NO o I 9 e-0 I j s s o I s�112 2-0-0 Plate Offsets(X Y)—12:0-0-0,0-2-141 (13:0-0-15 0-2-121 (13.0-3-1 1-8-121 (15:0-0-0 0-2-121 (26:0.7-3 0-3-01 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lld I PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.45 Ved(LL) -0.50 21-23 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Ved(TL) -1.13 21-23 >463 240 MT20HS 187/143 BCLL 0.0' Rep Stress Incr YES WB 0.99 Horz(TL) 0.17 16 n%a n/a MT18HS 244/190 BCDL 10.0 Code FBC20141TP12007 Matrix-S Wind(LL) 0.57 21-23 >919 240 ! Weight:348lb FT=20% LUMBER. BRACING- TOP CHORD 2x6 SP No.2*Except` TOP CHORD Structural wood sheathing directly applied or 3-4-10 oc pur ins. T2,T4:2x6 SP M 26 BOT CHORD Rigid ceiling'directly applied or 4-10-10 oc bracing. BOT CHORD 2x6 SP M 26'Except' WEBS 1 Row at mitlpt 6-23,10-18 B5,B6:2x6 SP No.2 with 2x4 SP No.3 with 2-10d(0.131"x3")nails and cross brace spacing of 20-0-0 oc. WEBS 2x4 SP No.3`Except` W10:20 SP No.2,W1 1,WCL3,WCR3:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss Ferection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=305410-8-0(min.0-3-12),26=263ZO-8-0(min.0-3-2),15=28910-3-8(min.0-1-8) j Max Horz26=142(LC 10) j Max Uplift16=1177(LC 12),26=1218(1-C 12),15=143(LC 13) Max Grav 1 6=3198(LC 19),26=2632(LC 1),15=379(LC 20) I FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=472/82,2-3=5561138,3-27=3524/1868,4-27=352011892,4-5=4713/2555,5-6=4477/2480, j 6-28=5920/3022,7-28=-5920/3022,7-29=-5920/3022,29-30=592013022,B-30=-592013022,8-9=-5920/3022, 9-31=5920/3022,10-31=-5920/3022,10-11=2502/1398,11-12=2715/1408,12-32=287/591,13-32=316/485, 13-14=1001524 BOT CHORD 1-26=60/458,25-26=-1613/3388,24-25=224514489,23-24=-2245I4489,22-23=2586/5555,21-22=-258615555, 20-21=-266215990,19-20=194914286,18-19=-194914286,17-18=-460/389,16-17=460/389,15-16=-4601389, 14-15=-460/389 WEBS 3-25=-23W707,5-23=565/1196,6-23=14831740,6-21=-182/787,10-20=991/2333,10-18=-2443/1271, j 11-18=-130/481,12-18=152813091,12-16=282311543,3-26=3403/1864,2-26=454/379,13-15=325/369, 7-21=3681247,9-20=10211639,4-23=36/275,4-25=137307 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 G;Encl.,GCpi=0.18;MWFRS (directional)and C-C Extedor(2)0-0-0 to 5-4-0,Intedor(1)54-0 to 13-0-0,Extedor(2)13-0-0 to 47-10-8,Intedor(1)47-10-8 to 53-4-0 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)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. j 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. 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 psf)applied only to room.20-21,15-16 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1177 lb uplift at joint 16,1218 lb uplift at joint 26 and 143 lb uplift at joint 15. 10)Waning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. I 11)Attic room checked for 1-1360 deflection. LOAD CASE(S)Standard CARL d3< FORBES FL LIC. NO: 24699 555 S.POMPANO PKWY.. PAMPANO BEACH FL. 33069 j (954Y 682.6651 i Job Truss Truss Type City Ply �CESP DES MAIN UPPER ROOF 170404R 1311 Hip 1 1 I Job Reference(optionsl 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 2711:56:53 2017 Page 1 ID:G5P5ywtJcxPrS4tCxhX9TrzMbnt-AybL2-7Sa7VBdRjogfrgxRtB� s025 A'A503zMXou 0 8-100 26-8-0 42-4-0 46-0-0 51-24 d ;0 -o o --ar o Scale=1:88.2 Dead Load Den.=1/2 in 4.00 12 6x6= 7x6= 4x4 7x8 6x6= = 6x8� 4 5 24 25 7 8 6x6 _ 9 6x12\\� 2 3 5 8 yy 0 1 26 27 50- II 1 2 13 10 11 v a to 4x6= 21 20 19 18 17 16 1 15 I 14 13 12 4x6= 4x8= 5x8 MT18HS= 4x4= 5x8 MT20HS= 4x4= 5x8 MT20HS= l 5x12= 3x10 11 23.0-0 j 23-0-0 23-OA 4.0 2-0-0214A 11-0-0 21-5.5 31-10-11 42-0-0 46-" 51-2-0 51�1-0 2-000+4'0 8-6-0 i 10-5-5 10-5-5 1 10-5-5 3-8-0 I 5-2-0 0--12 ' 2-0-0 Plate offsets(X Y)—12:0-7-3 0-3-01 (2:0-0-0 0-2-141 (5:0-3-0 0-4-121 f7:0-4-0 D-4-81 f10 0-0-15 0-2-121 f10:G-3-1 1-8-121 r12 0-0-o 0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.40 16-18 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Ved(TL) -0.93 1 6-1 8 >561 240 MT20HS 187/143 BOLL 0.0' Rep Stress Incr YES WB 0.89 Horz(TL) 0.18 13 n/a n1a MT18HS 2441190 BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Wind(LL) 0.47 16-18 >999 240 Weight:344 lb FT=20% LUMBER- . BRACING- I. CHORD Structural w TOP CHORD 2x6 SP No.2 TOP ood sheathing directly applied or 2-6-7 oc pudins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 5-9,10 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at mitlpt 3-21,5-20,6-16,7-14 W1,W13,W15:2x6 SP No.2,W5,W10:2x4 SP M 30,W12:2x4 SP No.2 with 2x4 SPINo.3 with 2-10d(0.13,VxX)nails and cross brace spacing of 12-0-0 oc. MiTek recommends that Stabiliz4.s and required cross bracing be installed during truss REACTIONS. (lb/size) 21=2531/0-8-0(min.0-2-2),13=389710-8-0(min.0-3-4),12=561/0.3-8 (min.0-1-8) erection in accordance with Stabilizer Installation guide. Max Horz21=121(LC 10) Max Uplift21=1178(LC 12),13=1 617(LC 12),12=831(LC 21) Max Grav21=2531(LC 1),13=3897(LC 1),12=223(LC 12) I FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=588/81,2-22=7081222,22-23=6821226,3-23=626/240,3-4=-4450/2366,4-5=4228/2326,5-24=6192/3238,6-24=619213238, 6-25=-5069/2682,7-25=-506912682,7-8=-8591544,8-9=994/555,9-26=-107212117,26-27=1087/2007,10-27=-1093I1990,10-;11=-1184/1975 BOT CHORD 1-21=-791580,20-21=195513738,19-20=-2962/6084,18-19=296216084,17-18=2967/6111,16-17=2967/6111,15-16=-2133/4396, 14-15=2133/4396,13-14=1886/1159,12-13=1886/1159,11-12=-188611159 WEBS 2-21=-628/547,3-21=-357912090,3-20=199f711,4-20=325/817,5-20=2187/1149,5-18=-27/344,6-16=12861769,7-16=44111173, 7-14=395212114,9-14=1663/3264,9-13=3371/1850,10-12=381252 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.11;Exp C;Encl.,GCpi=0.18;MWFRS (directional)and C-C Exterior(2)0-0-0 to 5-4-0,Intedor(1)5-4-0 to 11-0-0,Exterior(2)11-0-0 to 49-10-8,Intedor(1)49-10-8 to 53-4-0 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)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. l 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1178 Ito uplift atjoint 21,1617lb uplift a(joint 13 and 831 lb uplift at joint 12. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard CARL G. FORBES I FL LIC.NO,20699 d 555 S. POMPANO Pit1l4 Y. PAMPANO BEACH, FL. 33069 (954}682-6661 I I Job Truss Truss Type Qly Ply CESPEDES MAIN UPPER ROOF 170404R B12 Common 4 11 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 2711:56:54 2017 Page 1 23-0-0 ID:G5P5ywtJcxPrS4tCxhX9TaMbnt-e99jGPQmDRFIRKRONN9_?b2A7GPF?JgveZVzMXot I 8-1-8 16-3'o 8-1-8 B-1-8 I Scale=1:26:6 Dead Load Deft.=3116 in 4x4= 3 4.00 Ill2 11 12 1.50 II 10 W1 ( 13 1.5x4 II 2 I 4 I 1 R 5 LU 1 I� 0 30= d d• 8 d d' 3x4= d' e• 7 d• d. 9 3x4= 1.5x4 11 6 1.50 II 1.5x4 II 23-0-0 23-0-0 i 2-0-0 2.4-0 8-1-8 I. 13-11-0 iR-3-0 16-3-0 2-0-0 0-4-0 5-9-8 5-9-8 i 4 2_ 0 0 LOADING(psf) SPACING. 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.14 7 49 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.32 7 >431 240 BCLL 0.0` Rep Stress Incr YES WB 0.07 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/iP12007 Matrix-S Wind(LL) 0.15 7 >914 240 Weight:57 lb FT=20% LUMBER. BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. 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 redommends that Stabilizers and required cross bracing be installed during truss W1:2x4 SP N6.3 erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=894/0.8-0(min.0.1-8),6=894/0.8-0(min.0-1-8) Max Horz9=74(LC 10) Max Uplift9=499(LC 12),6=407(LC 9) I FORCES. (lb)-Max.Comp.lMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=477189,2-10=-612I232,10-11=5931232,3-11=507/258,3-12=507/255,12-13=593/240,4-13=6121229,4-5=-4771101 BOT CHORD 1-9=84/481,8-9=-84/481,7-8=84/481,6-7=84/481,5-6=84/481 WEBS 2-9=596/520,4-6=-5961520 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=B.Opsf;BCDL=4.Opsf;h=25ft;8=45ft;L=24ft;eave=4ft;Cat.Il;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exte0or(2)0-0-0 to 3-0-0, Interior(1)3-0-0 to 8-1-8,Fxtedor(2)B-1-8 to 11-1-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFR S for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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 beMreen the bottom chord and any other members. 5)Provide mechanical connection(by others)of thus to bearing plate capable of withstanding 499 lb uplift at joint 9 and 407 lb uplift at joint 6. 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 CAR;`.,G, FORBFS I FL LIC. NO:20699 555 S. POMPANO PiCWY. PAMPANO BEACH, FL.33069 (9541 682-6651 I � I d Job Truss Truss Type Qty Ply CESPEDES MAIN UPPER ROOF 170404R B12A Common 1 1 Job Reierence(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 2711:56:54 2017 Page 1 23-0-0 ID:G5P5ywtJcxPrS4tCxhX9Trzmbn1-e99jGPQmDRFMlrV!(2 4iN9_Oh2EgGPZ7JgnZVzM)(0t 8-1-8 16-3-0 8-1-8 I 8-1-8 1 Scale=1:26.0 5x5= Dead Load Dell.=1/8 in 3 i 4.00 12 1 i 11 12 I 3x6 II 70 T1 T2 13 3x6 II 2 1 4 1 C 5 C I Io 3x4= 6 d. 8 II I c' 6• 3x4= 9 3x4= 1.5x4 II 6 3x6 II 3x6 II 23-0-0 23-0-0 2-0-0 -4- 8-1-8 13-11.0 1 -3 16-3-0 2-0-0 -4- 5-9-6 5-9-8 1 4 2 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 0.90 VeO(LL) -0.09 7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Ved(TL) -0.21 7 >664 240 BCLL 0.0• Rep Stress Incr NO WB 0.11 Horz(TL) 0.02 6 nla n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Wind(LL) 0.11 7 >999 240 Weight:71 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x6WI:SP SP No..3 MiTek recommends that Stabilizers and required cross bracing be installed during truss W1:2x4 SP No.3 erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1300/0-8-0(min.0-1-9),6=130010-8-0(min.0-1-9) Max Horz9=72(LC 10) . Max Uplift9=-669(LC 12),6=-543(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=708/173,2-10=965/416,10-11=936/412,3-11=7851391,3-12=-785/391,12-13=9361412,4-13=9651416,4-5=-708/189 BOT CHORD 1-9=-195/745,8-9=-1957745,7-8=1951745,6-7=195f745,5-6=195f745 WEBS 2-9=1077/867,4-6=-10771867 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.Opsf;h=25ft;B=45ft;L=24ft;eave=4fl;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C 6dedor(2)0-0-0 to 3-0-0, Interior(1)3-0-0 to 8-1-8,Extedor(2)8-1-8 to 11-1-8 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 669 lb uplift at joint 9 and 543 lb uplift at joint 6. 6)Waning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 7)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(plf) Vert:1-3=-140(F=50),3.5=140(F=-50),1-5=20 i I I I I tCARL G. FORSES I FL I~1C. NO:20699' 555 S. POMPANO Pi6WY. PAMPANO BEACH, FL. 33869 (354�682-6651 I _ a Job Truss Truss Type Qty Ply CESPEDES MAIN UPPER ROOF 170404R B13 Roof Special 3 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 2711:56:55 2017 Page 1 22--80--882 4-0-0 53-1-0-1 I I D:G5P5ywtJcxPrS4tCxhX9TrzMbnt-6Lj6T100_kNDNxb5b5ivimm_S VO?e89IY U1B5yzMXos 9-1-0 250 15-9-0 18-11-4 22-1-8 24-1%0 -40I I 3-2-4 3 3-4-0 12-4 -8 Scale=1:41.5 Dead Load Dell.=112 in 4x6 11 I i • 5 4.00 12 3x4 3x4 4 18 196 i 4x4 4x4 3 1 13 1 7 4x14 i�; 7x8 ax14 C 17 14 12 1 20 2 4x4% 44 C 8 N 1 15 11 9 4x6 4x6 1T 4.00 12 3x4= , 16 10 3x4= 5x12= 5x12= I' 24-0-0 12-6-12 24-" 2-0-0 2-841 S10.12 9-1-0 12J-4 1 iS9-0 18-114 I 22-1-8 -1 24-1%0 2-0-0 0&0 3-2-0 3-2-0 3-2-4 0--1 3-2-4 3-2-4 3-24 0$$ 2-0-0 0-1-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.54 Vert(L-) -0.38 13 >611 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Ved(TL) -0.86 13 >271 240 BCLL 0.0` Rep Stress Incr YES WB 0.98 Horz(TL) 0.66 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Wind(LL) 0.38 13 >607 240 Weight:117lb FT=20% LUMBER. BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc pur ins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-210 oc bracing. WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing be installed during truss WCL3,WCR3:2x6 SP No.2,W8,Wll,W12,W14:2x4 SP No.2 erection in'accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=1366/0-3-8(min.0-1-10),10=136610-3-8(min.0-1-10) Max Horz 16=111(LC 10) Max Uplift16=713(1-13 12),10=568(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-450/241,2-17=-2393/801,3-17=2333/817,3-4=4016/1428,4-18=4598/1483,5-18=4559/1499,5-19=4597/1498,6-19=4598/1481, 6-7=4016/1478,7-20=-2333/931,8-20=2393/916,BA9=450/241 BOT CHORD 1-16=-165/442,15-16=-519/660,14-15=690/2340,13-14=1223/3979,12-13=-1276/3979,11-12=805/2340,10-11=519/666,9-10=1651442 WEBS 5-13=767/2585,8-10=1153/645,2-16=1153/647,2-15=1080P2689,3-15=808/388,4-14=475/238,4-13=-831680,6-13=77/680,6-12=4751240, 8-11=-1086/2689,7-11=-808/390,3-14=602/1553,7-12=60711553 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=25ft;eave=oft;Cal.II;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 12-5-0,Extedor(2)12-5.0 to 15.5-0 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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 be en the bottom chord Ind any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 713 lb uplift at joint 16 and 568 Ib uplift at joint 10. I 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 III 1 I I i CARL G. FORBBS I FL LIC.NO:20699 555 S. POMPANO PKWY. PAMPANO BEACH,FL.33069 (954}682.8651 I I I Job Truss Truss Type — of Ply CESPEDES MAIN UPPER ROOF 170404R B14 Roof Special 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 2016 MiTek Industries,Inc.Thu Apr 2711:56:56 2017 Page 1 2-8-8 24 0 0 ID:G5P5MJcxPrS4lCxhX9TrzMbnt-bXHUg5RO12V475AIHpDASa3VlsvxWaMPIdOzMXor 5-10-12 9-1_0 12-5-0 15-9.0 18-11-4 22-1-8 24-10-0 -- - -- -- - -. I - - -- I- -- ---- I. - I 2-8-8 3-2-4 3-2-4 3-4-0 3-4-0 3-2-4 3-2-4 2-8-8 Scale=1:35.0 5x5 I Dead Load Defl.=9/16 in 4 4.00 F12 3x4 3x4 3 16 17 5 4x4 7::: 1 11 l 1 1 4x4 15 2 6 18 1 0x1 2 MT20HS= 4x8% 2 12 10, B 1 4x8 zz� m 1 4x4 i 4x4 7 cL �( m 13 9 v CL 4x8 4x8� CR 4.00 F12 E6 6 14 4x4 i 8 4x4 24-0-0 12.8-12 24."- - 2.0-0 --__ .-_ -10-12- ------ .1 -__--_I---- 2 1 .__.._.- _. -s ._---_ . 22-1.8 za-1P9 0-0 p.g.8 s3,2-0 - a4 3-24 3-2d 3-2-4 324 _.I -_-I 3.2d 1 2-0-0 0-1-12 Plate Offsets(X,Y)- f8:0-2-0 0-0-11I [11:0-6-0 0-3-11I fl4:0-2-0 0-0-111 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TOLL 30.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.43 11 >573 360 MT20 2441110 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Ved(TL) -0.96 11 >255 240 MT20HS 187/143 BCLL 0.0' Rep Stress Incr YES WB 0.71 Horz(TL) 0.73 8 n/a n/a BCDL 10.0 Code FBC2014/IPI2007 Matrix-S Wmd(LL) 0.48 11 >513 240 Weight:104 lb FT=20% r LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. WEBS 2x4 SP No.3"Except* MiTek recommends that Stabilizers and required cross bracing be installed during truss W1,W8,W14:2x4 SP No.2,WCL3,WCR3:2x6 SP No.2 erection in accordance with Stabilizer Installation quicle. REACTIONS. (lb/size) 14=1125/0-3-8(min.0-1-8),8=1125/0-3-8(min.0-1-8) Max Horz 14=87(LC 10) Max Upliftl4=472(LC 12),8=472(LC 12) FORCES. (lb)-Max.Comp./Max.Teri.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=332211621,2-15=3247/1632,2-3=491712349,3-16=551512517,4-16=5479/2532,4-17=-5515/2532,5-17=5515/2517,5-6=-4917/2349, 6-18=3247/1632,7-18=-332211621 BOT CHORD 12-13=1569/3290,11-12=2215/4876,10-11=-2216/4876,9-10=-156913290 WEBS 4-11=135913155,1-14=-1077/592,7-8=-10771592,1-13=-148613118,2-13459/481,3-12=4621264,3-11=1371749,511=137/749, 5-10=4621264,7-9=148613118,6-9=859/481,2-12469/1501,6-10=669/1501 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.II;Exp CI Encl.,GCpi=0.18;MWFRS (directional)and C-C Exterior(2)2-24 to 5-2-4,Interior(1)5-24 to 12-5-0,Extedor(2)12-5-0 to 15-5-0 zone;cantilever left and right exposed j 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)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chard 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)Bearing at joint(s)14,8 considers parallel to grain value using ANSI/rPl 1 angle to grain formula. Building designer should verify,capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 472 lb uplift at joint 14 and 472 lb uplift at joint 8. 8)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 +CARL O. FORBES FL LIC. NO:20699 1 555 S. POMPANO PKWY. PAMPANO SSACH, FL. 330691 (954}662.6651 I I I Job Truss Truss Type Oty Ply CESPEDES MAIN UPPER ROOF 170404R B14A Roof Special 1 1 i. 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 2711:56:56 2017 Page 1 �._ 2-B--8 3-4- ID:G5P5yvAJcxPrS4tCxhX9Trz Mbnt-bXHUg5RO12V475AIHpIDA�mvGkA ylnBPIdOzMXor -88za-o-a 510-412 91-0 -50 18-11-4 22-1-8 24.1 2 0 3-2-4 I 3-2-4 200 3-2-4 3-4-0 Scale=1:40.0 Dead Load Defl.=9/16 in 4x6 II 5 4.00 1 � 3x4 I-2 3x4 4 20 216I 4x4 4x4 3 1 13 /1 1 7 i 4x12 0 10x10 MT20HS= 4x12 19 14 12 1 22 2 4x4 4 4x4 8 N 6 9 v 15 1i1 1� 4x6% 46 zz� ll 17 4.00 12 sx8 16 10 6x8 240-0 12-6-12 24-0-0 2-0-0 2A-e 5-10-12 9-1-0 123-4 1 15.9-0 18-11-4 22-1-8 -1 24-10-0 2-00 08-9 3-2-0 3-2-0 3-2-0 0--1 3.2-4 3-2-0 3-2-0 0.8-9 2-0-0 Plate Offsets(X,Y)-- 110:0-3.13 0-1-81 f 13.0-5.0 0-3-111 f16 0-3.13 0-1-81 0-1-12 LOADING(psQ SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.40 13 >610 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.92 13 >268 240 MT20HS 187/143 BCLL 0.0• Rep Stress Incr YES WB 0.69 Horz(TL) 0.69 18 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-S Wind(LL) 0.41 13 >597 240 Weight:111 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-10-12 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-3 3 oc bracing. WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing be installed during truss W1,W8,Wl l,W12,W14:2x4 SP No.2,WCL3,WCR3:2x6 SP No.2 erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 17=1318/0-3-8(min.0-1-8),18=1318/0-3-8(min.0-1-8) Max Horz 17=105(LC 11) Max Uplift17=678(1_C 12),18=-678(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-19=3156/1325,3-19=3139/1340,3-4=4760/2003,4-20=536412192,5-20=532612207,5-21=-5364/2192,6-21=-5364/2175,6-7=4760/2121, 7-22=3139/1402,8-22=3156/1386 BOT CHORD 15-16=721336,14-15=-1174/3093,13-14=1787/4735,12-13=-194914735,11-12=1296/3093,10-11=127/335 {I WEBS 5-13=116313068,2-15=109312669,3-15=7761377,4-14=4841247,4-13=127/726,6-13=69/726,6.12=484/249,8-11=-110712669, 7-11=7761382,3-14=-615/1553,7-12=617/1553 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=B.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=4fl;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(l)340 to 12-5-0,Exterior(2)12-5-0 to 15-5-0 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)All plates are MT20 plates unless otherwise indicated. 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)Bearing at joint(s)17,18 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verily capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 678 lb uplift at joint 17 and 678 lb uplift at joint 18.1 8)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 CARS.O. FORBES FL LIC.NO: 2009 655 S. POMPANO PKWY. PAMPANO Bi`ACH, FL 33069 (964}682.6661 I � Job Truss Truss Type Qty Ply CESPEDES MAIN UPPER ROOF 170404R B15 Roof Special, 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 2711:56:57 2017 Page 1 23-0-0 ID:G5P5ywtJcxPrS4lCXhX9TLMbnt-3krsuRSeWMdxcElUrWkP_g§G�10TZOS?o819gzMXoq 1 2-7-8 I 9-10-8 1 17-1-8 1 19-9-0 2-7-8 7-3-0 7-3-0 2-7-6 5x5= Scale=1:38.4 Dead Load Defl.=114 in 4.00 12 3 I I 11 12 i 4x4= 5x6= j 5x6= 4x4= 1 4 5 8 5x8= N N c 9 7 4x4 G 4.00 F12 4x4 10 6 31 6 11 3x6 11 23-0-0 23-0-0 1 2 9-10-8 1 17-1-9 1i . 2-7-8 7-3-0 .7-3-0 Plate Offsets(X,Y)— R:0-0-_0 0-0-01 LOADING(pst) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell L/d i PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.14 8 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.35 8-9 >659 240 BCLL 0.0' Rep Stress Incr YES WB 0.94 Horz(TL) 0.24 6 n/a n/a BCDL 10.0 Code FBC2014[TP12007 Matrix-S Wind(LL) 0.14 8 49 240 Weight:108lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except TOP CHORD Structural wood sheathing directly applied,except end verticals. T2,T3:2x4 SP M 30 BOT CHORD Rigid ceiling;directly applied or 5-11-13 oc bracing. BOT CHORD 2x4 SP No.2 MiTek recommends that StabiiizePs and required cross bracing be installed during truss WEBS 2x4 SP No.3 erection iri accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1070/Mechanical,6=1070/Mechanicel Max Harz 10=296(LC 11) Max Upliftl0=449(LC 12),6=-449(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=10831574,1-2=1115/702,2-11=2806/1592,3-11=2685/1610,3-12=2685/1633,4-12=2806/1614,4-5=11151564,5-6=10831576 BOT CHORD 9-10=-299/349,8.9=97611329,7-8=744/1288 WEBS 1-9=805/1531,2-9=13131815,2-8=667/1366,3-8=-538/1037,4-8=-887/1366,4-7=1313/816,5-7=787/1531 I 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.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cal.II;Exp C Encl.,GCpi=0.18;MWFRS (directional)and C-C Exterior(2)0-1-12 to 2-7-8,Interior(1)2-7-8 to 9-10-8,Exterior(2)9-10-8 to 12-10-8,Interior(l)17-1-8 to 19-7-4 zone;ca itilever left and right exposed; end verfical left and right exposed;C-C for members and farces&MWFRS for reactions shown;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 chard 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 449 lb uplift at joint 10 and 449 lb uplift at joint 6. 1 8)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 d CARL G. FORBES FL LIC.NO: 20690 555 S. POMPANO PKWY. PAMPANO BEACH, FL. 33969 (954y 662-6651 I I I Job Truss Truss Type Oty Ply CESPEDES MAIN UPPER ROOF 170404R B16 Roof Special 1 1 Job Reference o tfonal 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 2711:56:58 2017 Page 1 23-0-0 ID:G5P5ywLlcxPrS4tCxhX9TrzMbnt-XwPE5nTGHfIoEOKgPEF ?$IIad5C37bESusiHzMXop I 4-7-8 1 9-10-8 1 15-1-8 I 19-9-0 4-7-8 5-3-0 -53-0 478 4x6= I Scale=1:38.4 4.00 12 , Dead Load Dan.=3/16 in 3 � I 13 3x8= 4x6= 12 4x6 3x8= 1 4 I 5 T-1 Ti 11 14 8 5x8= 7 o 7 N m cY 9 7 4X4 44 zz:, 4.00 12 j 10 3 31 6 11 x6 11 23-0-0 23-0-0 4-7-8 1 9-10-8 15-1-8 19-9-0 4-7-8 5-3-0 5-3-0 I 4-7-8 Plate Offsets(X,Y)—p:a0-0 0-0-01 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d I PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.77 Vert(LL) -0.14 8 >999 360 MT21 2441111 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.32 8-9 >739 240 BCLL 0.0' Rep Stress Incr YES WB 0.71 Horz(TL) 0.25 6 ri/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-S Wind(LL) 0.16 8 49 240 Weight:109 lb FT=20% LUMBER- BRACING- t TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except end verticals. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-8 oc bracing. WEBS 20 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) 10=1070/Mechanical,6=1070/Mechanical Max Horz 10=332(LC 10) Max Upllft10=478(LC 8),6=-478(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=1036/613,1-11=-1693/1103,2-11=1693/1103,2-12=2704/1669,3-12=2630/1684,3-13=-2630/1705,4-13=2704/1690,4-14=-1693891, 5-14=1693/891,5-6=1036/638 BOT CHORD 9-10=366/406,8-9=-1431/1890,7-8=1179/1890 WEBS 1-9=-1066/1873,2-9=-1334/862,2-8=359/717,3-8=-710/1181,4-8=599/781,4-7=1334/882,5-7=-1073/1873 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;9=45ft;L=24ft;eave=4ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (directional)and G-C Extedor(2)0-1-12 to 3-1-12,Intedor(1)3-1-12 to 9-10-8,Exterior(2)9-10-8 to 12-10-8,Interior(1)15-1-8 to 19-7-4 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 3)Provide adequate drainage to prevent water ponding. 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 vide will fit between the bottom chord Ind any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 478 lb uplift at joint 10 and 478 lb uplift at joint 6. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 1 i I I I j CARL.O. FORBES FZ LIIC,NO:20699 555 S. POMPANO?PKVdY.. PAAMPANO BEACH FL. 33069 I (954)682-+6661 I Job Truss Truss Type Oty Ply CESPEDES MAIN UPPER ROOF 170404R B17 Roof Special 1 1 Job Reference o tional Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Pdnt:8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 2711:56:58 2017 Page 1 23-0-o ID:G5P5yMJcxPrS4lCxhX9TizMbnl-XwPE5nTGHRoEOKgPEFe)glIpjmC12bESusiHzMXop f 6-7-8 9-10-8 13-1-8 I 19-9-0 6-7-8 3-3-0 3-3-0 6-7-8 4.00 F12 4x4—_ Scale=1:38.4 Dead Load Deft.=3116 in 3 3x10= 5x5= 5x5= 3x10= 1 Ti3 a� I 5 11 12 W1 W7 I I 8 IVI 5x8= m 9 7 a N N 46 i 4x6 Z m 1 I 4.00 FIT 10 3 316 11 x6 11 23-0-0 I 23-0-0 6-7-8 I 9-10-6 13-1-8 1 19-9-0 6-7-8 3-3-0 3-3-0 6-7-8 Plate Offsets(X Y)—(7:0-0-0,0-0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.15 8 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Ved(TL) -0.34 8 >693 240 BCLL 0.0' Rep Stress Incr YES WB 0.85 Horz(TL) 0.26 6 .n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-S Wind(LL) 0.19 8 >999 240 Weight:110 lb FT=20% I LUMBER- BRACING- TOP CHORD 2x4 SP M 30'Except' TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purifns, except end verticals. T2,T3:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-3.14 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at micipt 1-9.5.7 1 WEBS 2x4 SP No.3 with 2x4 SP No.3 with 2-10d(0.131"x3")nails and cross brace spacing of 20-0-0 oc. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection ih accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1070/Mechanical,6=1070/Mechanical Max Horz 10=367(LC 11) Max Uplift10=-538(LC 8),6=538(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=1018/645,1-11=-214211467,2-11=2142/1467,2-3=2620/1785,3-4=2620/1803,4-12=-2142/1263,5-12=2141/1263,I6=1018/688 BOT CHORD 9-10=441/472,8-9=1854/2357,7-8=1613/2356 WEBS 1-9=1353/2222,2-9=1354/942,2-8=148/328,3-8=949/1398,4-8=3451369,4-7=1354/1001,5-7=-1413/2222 I NOTES- i 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=24ft;eave=oft;Cal.II;Exp C;Encl.,GCpi=0.18;MWFRS (directional)and C-C Ededor(2)0-1-12 to 3-1-12,Intedor(1)3-1-12 to 9-10-8,Exterior(2)9-10-8 to 13-1-8 zone;cantilever left and right exposed;end vertical left add 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)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-&0 tall by 2-0-0 vide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to hearing plate capable of withstanding 538 lb uplift at joint 10 and 538 lb uplift at joint 6. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard I ! • I CARL.O. FORBES FL LIC. NO:20699 555 S. €OMPANO PKWY. PAMPANO BEACH, FL.93069 ! ! (9641682.6651 i I d Jab Truss Truss Type Oty Ply CESPEDES MAIN UPPER ROOF 170404R B18 Roof Special 1 Ill JI 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 2711:56:59 2017 Page 1 23-0-0 ID:G5P5ywtJcxPrS4lCxt X9TrzMbnt-?6zcJ6Tu2zifsYvtzxml44gr,hY�-�gguDxXTkT6dPEizMXoo t 4-5-8 + B-7-8 f 9-10-8 I 11-1-8 15-3-8 19-9-0 23=0=6 4-5-8 4-2-0 1-3-0 4-2-0 4-5-8 4.00 12 4x4_— Scale=1:38.7 Dead Load Dell.=1/4 to 3x4 II 3x6= 4x4 4 4x4 I 3x6= 3x4 II 1 13 2 14 3 5 15 6 16 7 _ d I I 4 8 W1 W9 10 V 11 6x8= 9 i 6 4x4 5� 4x4 B I � N I 4.00 12 12 I a 6x6 G 6x6 23-0-0 23-0-0 I B-7-8 1 9-10-8 I 11-1-8 I 19-9-0 i 0-7-8 1-3-0 1-3-0 0-7-8' Plate Offsets(X))— 18:0-2-11 Edgel f9'0-0-0 0-0-01 f 12:0-2-11 Ed-gel r LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.15 11-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.41 11-12 >565 240 1 BCLL 0.0' Rep Stress Incr YES WB 0.58 Horz(TL) 0.24 8 nla n/a BCDL 10.0 Cade FBC2014/rP12007 Matrix-S Wind(LL) 0.18 10 49 240 Weight:120 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-6 oc pudins,except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling'directly applied or 4-2-3 oc bracing. WEBS 2x4 SP No.3 WEBS . 1 Row at mi8pt 2.12,6-81 with 2x4 SPA No.3 with 2-10d(0.131"0")nails and cross brace spacing of 20-0-0 oc. i MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=1070/Mechanical,8=1070/Mechanical Max Horz 12=403(LC 10) Max Upliftl2=-617([C 8),8=-617(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-14=2373/1574,3-14=-2373/1574,3-4=2553/1766,4-5=2553/1770,5-15=2373/1462,6-15=-2373/1463 BOT CHORD 11-12=-110611329,10-11=-1968/2548,9-10=-185312532,8-9=866/1124 WEBS 2-12=15581926,2-11=-876/1520,3-11=9631757,4-10=1021/1472,5-10=274/164,5-9=963/881,6-9=987/1520,6-8=-1558/1078 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 Exterior(2)0-1-12 to 3-1-12,Intedor(1)3-1-12 to 9-10-8,Extedor(2)9-10-8 to 11-1-8 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)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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 617 lb uplift at joint 12 and 617 lb uplift at joint 8. 8)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required. I LOAD CASE(S)Standard CARL G. FORBES I FL LIC. NO.20699 555 S. POMPANO P6{WY. PAMPANO BEACH, FL..33060 35 }662-6651 Job Truss Truss Type - — -- ay - Ply CESPEDES MAIN UPPER ROOF 170404R B19 Roof Special 1 1 Job Reference o tioI al - 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 2711:56:59 2017 Page 1 23-0-0 ID:G5P5ywtJcxPrS4tCzhX9TrzMbnt-?6zcJ6Tu2zdsYvtgb4�hu-3zfxV6kT6dPEjzMXoo 6-8-3 I 13-0-13 f 19-9-0 6-8-3 6-4-11 6-8-3 3x4= 3x4= 3x4= 3x4 ! 3x4—_ Scale=1:38.4 1 9 2 10 3 11 4 y 12 S Dead Load Defl.=7/16In �� 1 3 W1 W4 7 i 7x6= N I � i 4.00 F12 I 8 6x6 6 6x6 23-0-0 23-0-0 I 9-1 0-8 19-9-0 9-1 0-8 9-10-8 1 Plate Offsets(X,Y)- f5:Edge 0-1-81 16:0-2-11 Edge1 f8:0-2-11 Edgel I 1 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.27 7-8 >852 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.72 7-8 >323 240 BCLL 0.0' Rep Stress Incr YES WB 0.73 Horz(TL) 0.19 6 n/a nla BCDL 10.0 Code FBC20141TPI2007 Matrix-S Wind(LL) 0.16 7-8 >999 240 Weight:1131b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc pudins,except end verticals. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-2110 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-8,4-6 with 2x4 SP No'3 with 2-10d(0.131°x3')nails and cross brace spacing of 20-0-0 oc. r I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1070/Mechanical,6=10701Mechanical Max Horz 8=445(LC 9) Max Uplift8=-678(LC 8),6=-678(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-259/202,2-10=-2160/1450,3-10=2160/1450,3-11=2160/1450,4-11=216011450,5-6=-259/203 BOT CHORD 7-8=1375/1681,6-7=-1210/1512 WEBS 2-8=1812/1073,2-7=561/945,4-7=700/1092,4-6=1812/1350 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.Il;Exp Q;Encl.,GCpi=0.18;MWFRS (directional)and C-C Extedor(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 19-74 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 I 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 678 lb uplift at joint 8 and 678 lb uplift at joint 6. 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 CARL G. FO RBES Fit.LIC. NO:20699 555 S. POMPANO PK WY. PAMPANO MACH, FL.33069 (954�682.6651 � I i Job Truss Truss Type — Qty Ply I CESPEDES MAIN UPPER ROOF 170404R B2 Hip 1 1 I Job Reference o fional 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 2711:57:00 2017 Page 1 23-0-0 ID:G5P5ywtJcxPrS4tCxhX9T¢Mbnt-TJX?WSUWpH?WTip316ld6cPD7uTl?gueuimNym9zMXon F 7-0-0 9-0-0 10-9-0 17-0-0 21-4-0 23-8-0 26-0-0 7-0-0 ' 2-0-0 1 1-9-0 6-3-0 4-4-0 I 2-4-0 —2 4-0 Scale=1:45.0 Dead Load Def.=3/16 in 1.5x4 II 3x4= 3x4= 4.00 F12 4x8 6 25 26 7 4x8 4 4x4 i 3 23 3x4 1.5x4 II W 9 2 22 24 3 10` v W7 1 3 11 17 15 I_ to 1q 16 o 3x4= 1 ` `21` 20 198 3x6_ 13 3x4= 5x6= 4xl0=1.5x4 11 l 14 5x6� 5x8= 1.5x4 I I 23-0-0 23-0-0 2-0-0 2.4,0 9-0-0 I 10-9-0 I 17-0-0 1 21-4-0 1 I 23-8-0 2�-�-0 26-0-0 2-0-0 0-4-0 6-8-0 1-9-0 6-3-0 4-4-0 1 2 4 0 0 4-0 2 0.0 ' Plate Offsets(X))—(4:0-2-4 0-2-01 (6:0-2-0 0-2-131 17.0-2-0 0 2-131 18'0 2-4 0 2-01 (15 0 4 8 0 1-121 (17 0 2-8 0-2-81 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defi L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.53 Verl(LL) -0.09 16-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Ved(TL) -0.29 16-17 >884 240 BCLL 0.0' Rep Stress Incr YES WB 0.97 Horz(TL) 0.11 12 d/a n/a BCDL 10.0 Cade FBC2014/TPI2007 Matrix-S Wind(LL) 0.10 16-17 49 240 Weight:148lb FT=20% r. LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc pudins. Except: BOT CHORD 2x4 SP No.2 1 Row at miilpt 4-8 WEBS 2x4 SP No.3'Except* BOT CHORD Rigid ceiling directly applied or 6-IO oc bracing. WB,WCL3:2x6 SP No.2 Mection,in accordance with Stabilizer Installation guide.iTek recommends that Stabilizers and required cross bracing be installed during truss er REACTIONS. (Ib/size) 12=1440/0-8-0(min.0-1-11),21=1434/0-8-0(min.0-1-11) I Max Horc21=100(LC 11) Max Upliftl2=-589(LC 12),21=-717(LC 12) , FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=366/105,3-4=17351941,4-6=868/635,4-5=12021527,5-8=-1222/534,7-8=881/641,B-23=-2159/1121,9-23=-2234/1107,9-24=-17721772, 10-24=1821/766,10-11=405/277,6-25=-817/623,25-26=817/623,7-26=-817/623 BOT CHORD 1-21=33/356,20-21=-703/1590,16-17=-881/2034,15-16=-67611787,11-12=-213/409 WEBS 4-20=707/388,17-20=-736/1767,4-17=429/999,8-17=2351251,8-16=0/264,9-16=260/329,10-12=12451706,3-21=1842/1115,2-21=4091385, j 9-15=534/400,12-15=355/456,10-15=1009/1975 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.Opsf;h=25ft;B=45ft;L=26ft;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 11-0-0,Exterior(2)11-0-0 to 15-0-0,Interior(1)19-2-15 to 26-0-0 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)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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of w thstanding 589 lb uplift at joint 12 and 717 lb uplift at joint 21. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)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.G. FORBES FL LIC. NO:24999 555 S. POMPANO P641f4PY- PAMPANO 135ACH, FL.33069 (954�682-6651 I Job Truss Truss Type Oty Ply CESPEDES MAIN UPPER ROOF 170404R B20 Hip 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 2711:57:00 2017 Page 1 23-0- ID:G5P5ywlJcxPrS4tCxhX9TrzMbnt-TJX?WSUWpH?WTjU�VWM6cPDOtTJvg_wu!mNym9zMXon g 3-6_I 7-4-13 13-6-3 + 194-8 {gr -Q' 1-3-8 6-1-5 6-1-5 6-1=5 0--8 4.00 12 46= 3x6— 3x4— Scale=1:42.2 3x4= 3x4= Dead Load Defl.=7/16 in 4x6 4 2 11 3 12 4 13 5 6 1 i 5 W3 W6 V 8 6x6= l i N 9 4.00 12 4x8 i 10 I 7 2� d 1 6x6 23-0-0 1-3-8 r 9-10-8 19-9-0 1-3-8 8-7-0 I I 9-10-8 Plate Offsets(X,))—f6:Edge 0-l-81 V:0-2-11 Edgel I LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.29 7-8 >799 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.76 7-8 >309 240 BCLL 0.0" Rep Stress Incr YES WB 0.63 Horz(TL) 0.15 7 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-S Wmd(LL) 0.12 8 >999 240 Weight:131 lb FT=20% i LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or 3-11-15 oc pudins, except end verticals. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-"oc bracing. WEBS 2x4 SP No.3`Except' WEBS 1 Row at midpt 1-10,3-914-7 EV2:2x4 SP No.2 with 2x4 SP;No.3 with 2-10d(0.131"x3")nails and cross brace spacing of 20-0-0 oc. I MiTek recommends that StabilizeFs and required cross bracing be installed during truss erection in'accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1070/Mechanical,7=1070/Mechanical Max Horz 10=504(LC 9) Max UpIift10=648(LC 8),7=692(LC 9) I FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=1120/666,1-2=4381393,2-11=-403/375,3-11=403/375,3-12=-1691/1204,4-12=1691/1204,4-13=244/251,5-13=244I251,5-6=-244/251 BOT CHORD 9-10=616/648,8-9=1369/1658,7-8=1034/1256 WEBS 1-9=545/1110,2-9=-318/401,3-9=1490/894,3-8=354/604,4-8=666/975,4-7=1526/1194 NOTES- i 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)0-1-12 to 5-6-7,Interior(1)5-6-7 to 19-7-4 zone;cantilever left and right exposed;end vertical left and right ezposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)"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 v ll fit betvaeen the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 648 lb uplift at joint 10 and 692 lb uplift at joint 7. 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 CARL G. FORBES { FL LIC. NO:20699 555 S.POMPANO PFC1Py T PAMPANO 85ACH, FL.33969 (954�682-6661 I Job Truss Truss Type Oty Ply CESPEDES MAIN UPPER ROOF 170404R B21 Hip 1 1 i 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 27 11:57:012017 Page 1 23-0-0 ID:G5P5ywtJcxPrS4tCxhX9TrzMbnt-xV4NkoV"7a Bs3F4MoL9dmCStghPOF1wQ6WlbzMXom 3-3 %10-8 10-5- 17-7-8 19-9-0 3-3-8-8 6-7-0 -7- 7-2-0 2-1-8 4.00 12 48— 1.5x4 11 9x8—_ Scale=1:46.5 I Dead Load Deft.=3/16 in 2 1112 3 TP 13 14 14 4x6 4x6 5 1 W5 V. 8 5x8= r N ! N l7 9 3x4 i::� 7� 4.00 F12 3x4 10 6 36II , 3x611 23-�1-0 i 23-0-0 l 3-3-8 { 9-10-8 17-7-8 l 19-9-0 3-3-8 6-7-0 7-9-0, Plate Offsets(X,Y)—f2:0-5-4 0-2-01 (4:0-5-4 0.2-81 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.10 7-8 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Verl(TL) -0.29 7-8 >811 240 BCLL 0.0' Rep Stress Incr YES WB 0.82 Horz(TL) 0.11 6 n%a nla BCDL 10.0 Code FBC2014/rP12007 Matrix-S Wind(LL) 0.10 8 >999 240 Weight:140 lb FT=20% r LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except' TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc pur ins,except end verticals. T2:2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-5-4 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 4-8 WEBS 2x4 SP No.3'Except' with 2x4 SPINo.3 with 2-10d(0.131"x3")nails and cross brace spacing of 20-0-0 oc. EV1,EV2:2x4 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) 10=1070/Mechanical,6=1070/Mechanical 1 Max Horz 10=516(LC 11) Max UpIift10=590(LC 8),6=633(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All farces 250(lb)or less except when shown. j TOP CHORD 1-10=1055/690,1-2=-6511576,2-11=-1537/1211,11-12=1537/1211,3-12=153711211,3.13=1537/1211,13-14=-1537/1211,4-14=-1537/1211, 1 4-5=4481394,5-6=10911729 BOT CHORD 9-10=6231622,8-9=-838/971,7-8=422/530 WEBS 1-9=4571926,2-9=8161530,2-8=786/1191,3-8=746/580,4-8=1149/1375,4-7=940/897,5-7=75811038 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;8=45ft;L=24ft;eave=4ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (directional)and GC Exterior(2)0-1-12 to 7-6-7,Interior(1)7-6-7 to 17-7-8,Fxtedor(2)17-7-8 to 19-7-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and farces&MWFRS for reactions shown;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. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 590 Ito uplift at joint 10 and 633 lb uplift at joint 6. 8)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 CARL G. FORBES FL LIC.NO:26699 555 S. POMPANO PKWY.. ! PAMPANO BEACH FL. 33069 (964j 662.6651 I I I Job Truss Truss Type Qty Ply Ti� ESPEDES MAIN UPPER ROOF 170404R B22 Hip 1 b Reference o liana 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 2711:57:012017 Page 1 23-0-0 ID:G5P5yMJcxPrS4tCxhX9TrzMbnt-xV4Nbyaaa7N5s3F4MoL9dmBdtlDPOmlwQ61NIbzMXom 5-3-8 9-10-8 1 -5 15-7-8 19-9-0 5-3-8 4-7-o -7- 5-2-0 4-1-8 4.00 F12 qxg= 1.5x4 11 4x8= it Scale=1:50.7 Dead Load Defl.=1/16 in 2 13 311M 15 16 4 17 12 4x6 5x6%11 5 I 9 Wt. 5 I 7� a EV 1 EV20 8 5x8= iB 9 3x4 7 3x4 4.00 12 10 6 2336%I I 3x6 11 23-0-0 I 5-3-a t 9-10-8 1 15-7-11 I 19-9-0 5-3-8 4-7-0 Plate Offsets(X Y)—t2:0-5-4 0-2-01 14.0-5-4 0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.04 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.12 7-8 >999 240 BCLL 0.0' Rep Stress Incr YES WE 0.78 Horz(TL) 0.08 6 ri/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Wmd(LL) 0.07 8 >9 i 99 240 Weight:140 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc pudins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-1 10 oc bracing. WEBS 2x4,E 2:2 "Except' MiTek recommends that Stabilizers and required cross bracing be installed during truss EV1,EV2:2x4 SP No.2 erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1070/Mechanical,6=1070/Mechanical Max Horz 10=533(LC 11) Max Uplift10=-537(LC 8),6=575(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=10277705,1-11=8491702,11-12=7941714,2-12=792(726,2-13=-1241/1078,13-14=-1241/1078,3-14=1241/1078,3-15=-1241/1078, 15-16=1241/1078,4-16=1241/1078,4-17=563/472,5-17=665/453,5-6=-10411792 BOT CHORD 9-10=619/633,8-9=95711116,7-8=6217765 WEBS 1-9=450/905,2-9=682/422,2-8=51V761,3-8=-530/430,4-8=-825/960,4-7=7611755,5-7=-705/899 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 d Encl.,GCpi=0.18;MN%FRS (directional)and C-C Exterior(2)0-1-12 to 3-1-12,Intedor(1)3-1-12 to 5-3-8,Extedor(2)5-3-8 to 19-74 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)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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 537 lb uplift at joint 10 and 575 lb uplift at joint 6. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard i. I' 1 i { AGAR€, G. FOR131ES FL LIC.NO: 20699 555 S. POMPANO PWC1PkWY. PAMPANO BEACH, FL.33069 I (964. 682-6651 I � � I Job Truss Truss Type Qty Ply CESPEDES MAIN UPPER ROOF 170404R B23 Hip 1 IJob Reference o tional Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 1 B 2016 Print:8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 2711:57:02 2017 Page 1 23-0-0 ID:G5P5yvrtJcxPrS4tCxhX9JffN.�t-PhelxBWnLuFEjOdRe3KahgJNIH?1BsNB93s3r2zMXol 1 7-3-8 I 13-7-8 I V 19-9-0 7-3-a 6-4-0 6-1-8 6x10 MT20HS= Scale=1:56:4 4.00 12 5x8= Dead Load Dan.=118 in 2 11 12 13 3 14 10 15 6x6 6x6 5 4 1 4 6 2 ko0 7 n 8 5x5 3x4% 6 `� 3x4 0 I 4.00 F12 5 93x6 II 3x6 II 23-0-0 23-0-0 I 7-3-8 9-10-8 13-7-8 19-9-0 1 7.3-e 1 2-7-0 3-9-0 6-1-8 1 Plate Offsets(X,))—f2:0-6-4 0.2-41 13.0-5-4 0-2-81 1 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.96 Vert(L-) -0.09 8-9 >999 360 I MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.22 8-9 >999 240 MT20HS 187/143 BCLL 0.0' Rep Stress Incr YES WB 0.76 Horz(TL) 0.06 5 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-S Wind(LL) 0.05 7 >999 240 Weight:135lb FT=20% I LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc pudins,except end verticals. T1:2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-10-2 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 1-9,4-5 1 WEBS 2x4 SP No.3'Excepr with 2x4 SP,No.3 with 2-10d(0.131°x3")nails and cross brace spacing of 20-0-0 oc. EV2:2x4 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) 9=10701Mechanical,5=1070/Mechanical Max Horz9=550(LC 11) Max Uplifl9=489(LC 8),5=520(LC 9) I FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=1013/685,1-10=1033/805,2-10=-935826,2-11=-1014/937,11-12=1014/937,12-13=-10141937,3-13=1014/937,3-14=794/597, 14-15=800/580,4-15=-8801576,4-5=-10201802 BOT CHORD 8-9=-612/633,7-8=1038/1222,6-7=781/967 i WEBS 1-8=467/949,2-8=547/376,2-7=1611279,3-7=5321601,3-6=663/676,4-6=724/914 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=4.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (directional)and C-C Extedor(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-3-8,Exterior(2)7-3.8 to 17-10-7,Interior(l)17-10-7 to 19-7-4 zone;cantilever left and right'xposed; 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. 1 7)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 489 lb uplift at joint 9 and 520 lb uplift at joint 5. 9)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 1 ( CART O. FORBIES J FL LIC, NO:20699 555 S. POMPANO PKWY. PAMPANO 181155ACH, FL 33060 (9 �682-6661 I I Job Truss Truss Type -- Oty Ply CESPEDES MAIN UPPER ROOF 170404R B24 Hip 1 1 I. 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 2711:57:02 2017 Page 1 23-0-0 ID:G5P5ywtJcxPrS4tC�p_�q;rzMbnt-Phelx8WnLuFEiDdRe3KahgJMJHvl8MB93s3r2zMXol 8111-97--08 15-6-8 11 I 19.9-04- 438 3.11-0 4-2-8 Scale=1:62.3 4.00 12 3x4= 4x8= 1 `Dead Load Defl.=9116 in I 3 4 5 3x4:7- 3x4 a 2 1.5x4 1 1613 14 3x4 II 12 3xg II 1 7 4 I W 6 7 1 2 10 f° 6x8=9 N 3x4 11 4.00 12 13 6x6� 238k6% 23-0-0 I 9.10-8 111-7-8 I 19-9-0 i 9-10-8 1-9-0 8-1-8 Plate Offsets(X,Y)—f3:0-2-0 0-2-131 (5:0-5-4 0-2-01 (8:0-2-11 Edge1 (11:0-2-11 Edgel LOADING(psq SPACING- 2-0-0 CSI. DEFL. in (loc) , I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.99 Vert(ILL) -0.34 10-11 >690 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.86 10-11 >272 240 BCLL 0.0' Rep Stress Incr YES WB 0.49 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matdx-S Wind(ILL) 0.08 10-11 >999 240 Weight:1491b FT=20% LUMBER- BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structural woad sheathing directly applied or 5-5-0 oc pudins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2 0 oc bracing. WEBS 2x4 SP No.3*Except' WEBS. 1 Row at mitlpt 1-11,2-11,6-8 EV2:2x4 SP No.2 with 2x4 SP No.3 with 2-10d(()All°xX)nails and cross brace spacing of 20-0-0 oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=1070/Mechanical,8=1070/Mechanical Max Horz 11=567(LC 11) Max Uplift11=447(LC 12),8=-450(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=296/292,2-12=-256/313,2-3=1047/881,3-4=973/894,4-5=9731894,5-6=940/760,6-13=258/325,13-14=262/324,7-14=297/307 BOT CHORD 10-11=967/1095,9-10=857/1116,8-9�629/791 WEBS 2-11=11841658,2-10=-88/383,5-10=533/529,5-9=428/416,6-9=348/529,6-8=1187/966 I 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;8=45ft;L=24ft;eave=4ft;Cat.II;Exp Cry Encl.,GCpi=0.16;MWFRS (directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-3-8,Exterior(2)9-3-8 to 11-7-8,Intedor(1)15-10-7 to 19-7-4 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 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. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4471b uplift at joint 11 and 450 lb uplift at joint 8. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. I LOAD CASE(S)Standard i CARL G. FORBES FL L,IC, NO:20699 II 555 S. POMPANO PK WY. PA,MPANO BrEACH, FL.33069 (854}682.6661 Job Truss Truss Type Oty Ply CESPEDES MAIN UPPER ROOF 170404R B25 Hip 1 1 Job Reference o tional Custom Truss,Delray Beach,FL 334 44 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 2711:57:03 2017 Page 1 23-0-0 ID:G5P5ywtJcxPrS4tCxhX9Trzf�t C78UXP5BN4K9CeCnrpE2rYkhKXtGMKOjbcNUzMXok I 4-2-12 1 8-2-0 9.10-8 1 12-9-0 } 19.9-0 i 4-2-12 3-11-4 1.8-8 2. 0-6 7.0-0 j 4x8= 4x10= ( Scale=1:57.1 4.00 12 Dead Load Defl.=3/16 in 313 414 3x4 11 16 6x6 3x4 11 5 1 5 W 7 a. a 1 19 8 9 5x5= 7 u 3x4� I N 3x4 w c' I i r I 10 4.00 12 6 3x6 II 23-M' 23-0-0 1 8-2.0 t 9-10-8 1 12-9-0 ( 19-9-0 8-2-0 1-8-8 2-10-8 i 7-0-0 Plate Offsets(X Y)— I3:0-5-4,0-2-01 (4:0-6-4 0-2-41 (10:0-2-11 Ednel LOADING(psq SPACING. 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.12 9-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Ved(TL) -0.32 9-10 >731 240 BCLL 0.0• Rep Stress Incr YES WB 0.91 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-S Wind(LL) 0.05 9-10 >999 240 Weight:145Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except' TOP CHORD Structural wood sheathing directly applied or 5-7-15 oc purlins,except end verticals. T3:2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-1G-2 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 5-6,2-101 WEBS 2x4 SP No.3*Except* with 2x4 SP No.3 with 2-10d(0.131�1'xX)nails and cross brace spacing of 20-0-0 0c. EV2:2x4 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) 10=10701Mechanical,6=1070IMechanical Max Horz 1 0=558(LC 11) Max Uplift10=-470(LC 8),6=486(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=283/291,11-12=248/308,2-12=-244/309,2-3=1003/875,3-13=987/928,13-14=987/928,4-14=987/928,4-15=855/666,15-16=864/646, 5-16=950/645,5-6=1014/806 BOT CHORD 9-10=936/1054,8-9=1028/1215,7-8=836/1041 WEBS 2-10=1187/658,2-9=160/452,4-8=499/517,4-7=609/649,5.7=738/943 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.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.11;Exp J�Encl.,GCpi=0.18;MWFRS (directional)and C-C Exterior(2)0-1-12 to 3-1-12,Intedor(1)3-1-12 to 8-2-0,Extedor(2)8-2-0 to 16-11-15,Interior(l)16-11-15 to 19-7-4 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 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 vdde will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 470lb uplift at joint 10 and 486lb uplift at joint 6. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard i CARL O. FORBES FL LIC:.NO:20699 555 S. PO11PAN0 PKWY, PAMPANO 89ACH, FL. 93069 (9641 632-6651 i I Job Truss Truss Type --- Oly --Ply CESPEDES MAIN UPPER ROOF 170404R B26 Hip 1 1 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 2711:57:04 2017 Page 1 23.0-0 ID:G5P5yvAJcxPrS4tCxhX9TrzMbg(t4WVMgXlsWxyJnglUM2nFOii4j8co5UdNLAwrzMXoj I 6-2-0 9-10-8 10-5,8 14-9-0 19-9-0 11 i 6-2-0 3-8-8 -7- 4-3-8 L. 5-0-0 4.00 F12 48= 1.5x4 11 4x8— Scale=1:52.6 Dead Load Deft.=1/16 in 2 13 3 15 4 16 17 12 5x6 5x6 11 5 1 i 5 7 1NJ 2 19 8 5x8= 9 c� 3x4 7 3x4C 10 4.00 12 6 23 xx 3x6 11 0 011 23-0-0 1 6-2-0 + 9-10-8 } 14-9-0 5-0-0 19-9-0 i 3-8-8 4-10-8 � Plate Offsets(X Y)-- 12:0-5-0 0.2-01 f4:0-5-0 0-2-0_I 6-2-0 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lld PLATES GRIP TCLL 30.0 Plate Grip DOL. 1.25 TC 0.99 Vert(LL) -0.05 9.10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Ved(TL) -0.13 9-10 >999 240 BCLL 0.0' Rep Stress Incr YES WB 0.62 Horz(TL) 0.07 6 Na n/a BCDL 10.0 Cade FBC2014/rPI2007 Matrix-S Wind(L-) 0.06 8 49 240 Weight:141 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins,except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-10 oc bracing. WEBS 2x4 SP No.3*Except", WEBS 1 Row at midpt 1-10,5-6 - EV2:2x4 SP No.2 with 2x4 SP No.3 with 2-10d(b:1 i1'x3°)nails'and cross brace spacing of 20-0-0 oc. FMiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 10=10701Mechanical,6=1070/Mechanical Max Harz 10=541(LC 11) Max Upliftl0=-515(LC 8).6=-551(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All farces 250(lb)or less except when shown. TOP CHORD 1-10=1020/698,1-11=-9291754,11-12=857/760,2-12=8561776,2-13=1140/1029,3-13=1139I1029,3-14=1139/1029,14-15=1140/1029, i 4-15=1140/1029,4-16=678/492,16-17=6991480,5-17=764/471,5-6=10301799 BOT CHORD 9-10=6151632,8-9=99811166,7-8=6931855 WEBS 1-9=4591919,2-9=-6261395,2-8=-4131616,3-8=420/347,4-8=7171814,4-7=7161713,5-7=7061887 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.Opsf;h=25fl;B=45ft;L=2411;eave=oft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (directional)and C-C Exterior(2)0-1-12 to 3-1-12,Intedor(1)3-1-12 to 6-2-0,Exterior(2)6-2-0 to 18-11-15,Interior(l)18-11-15 to 19-7-4 zone;cantilever left and rig 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)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 chard in all areas where a rectangle 3-6-0 tall by 2-0-0 vWde will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 515 lb uplift at joint 10 and 551 lb uplift at joint 6. 8)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 CARL G. FORBES FL LIC.NO:20699 r 555 S. POMPANO PKWY_ PAMPANO SE.ACH, FL..33069 (954�682.6651 I d Job Truss Truss Type — Oty Ply �CESPEDES MAIN UPPER ROOF 170404R B27 Hip 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 2711:57:04 2017 Page 1 23-0-0 ID:G5P5yMJcxPrS4tCxhX9TrzMbnt-M4r��Iv 6lsWxyJnglUM2nFOjP4)icndUdNLAvwzMXoj I 4-2-0 I 9-10-8 10-1 16-9-0 1.. I 119-9-0 4.2-11 5-8-8 b-7- 6-3-8 3-0-0 4.00 12 4x8= 1.5x4 II 4x8= Scale:1/4'=l' Dead Load Defl.=118 in 11 2 12 13 3 14 4 4x6 a 4x6 5: y 5 1 I I W5 a e I 5x8= N 9 3x4 7 4.00 12 i 3x4 10 6 3-3 0 0 11 2 I I 2 3-0-0 4-2-0 I 9-10-8 t 16-9-0 l �19-9-0 4-2-0 5-8-8 6-10-8 3-0-0 Plate Offsets(X,Y)— f2:0-5-4 0-2-01 14:0-5-4 0-2-_0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/d4tl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.95 Ved(LL) -0.07 7-8 >999 360 11 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.20 7-8 >999 240 BCLL 0.0` Rep Stress Incr YES WB 0.65 Horz(TL) 0.10 6 n/a nla I BCDL 10.0 Code FBC20141TP12007 Matrix-S Wind(LL) 0.09 8 >999 240 Weight:140 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc pudins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceilingIdireclly applied or 6-3-3 oc bracing. WEBS 2x4 SP No.3*Except' WEBS 1 Row at midpt 4-8 EV1,EV2:2x4 SP No.2 with 2x4 SP No.3 with 2-1 Od(0.131'0')nails and cross brace spacing of 20-0-0 oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1070IMechanical,6=1070IMechanical Max Horz 10=524(LC 11) 1 Max Upliftl0=564(LC 8),6=-607(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. I TOP CHORD 1-10=1040/709,1-11=745/640,2-11=699/650,2-12=1394/1152,12-13=-1394/1152,3-13=1394/1152,3-14=-1394/1152,4-14=1394/1152, 4-5=532/432,5-6=10637774 BOT CHORD 9-10=622/628,8-9=-893/1039,7-8=517/637 WEBS 1-9=4411905,2-9=755/473,2-8=-6531982,3-8=654/518,4-8=992/1177,4-7=850/828,5-7=728/949 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.II;Exp QlEncl.,GCpi=0.18;MWFRS (directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-2-0,Extedor(2)4-2-0 to 19-7-4 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 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 ai d any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 554 lb uplift at joint 10 and 607 lb uplift at joint 6. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. i LOAD CASE(S) Standard CAR€.G. FORBES FL LIC, NO:20699 555 S, POMPANO PIf4h Y. PAMPANO BEACH, FL. 33069 (9541682.6651 i I Job Truss Truss Type Oty Ply SP DES MAIN UPPER ROOF 170404R B28 Hip 1 i 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 2711:57:05 2017 Page 1 23-0-0 ID:G5P5ywtJcxPrS4lCxhX9TrzMbnt-gGKtZ�,YV.VoaTMWCtHJTxtgUztLGYdr14jSNzMXoi I 2-2-0 I 7-8-5 13-2-11 I 18-9-0 11 9- - i§� 2-2-0 5-6-5 5-6-5 5-6-5 1-0-0 4.00 12 5x6� Scale=1:45.7 4x4= 3x4 3x6= 4x4 Dead Load Defl.=1/4 in = 3x4= = 2 13 14 3 15 4 16 5 6 4x6 7 1 T1 I i i i W3 5 i W6 1 V 10 ° 5x6= N 11 , 4x8% 4.00 12 9 123x6 II 6x8 8 23-0-0 4x4 II 23-0-0 2-2-0 9-10-8 18-9-0 19-9-0 2"2-0 7-8-8 1 8 10 8 11 0 0 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.16 9-10 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL , 1.25 BC 0.70 Vert(TL) -0.43 9-10 >539 240 BCLL 0.0' Rep Stress Incr YES WB 0.54 Horz(TL) 0.14 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Wind(LL) 0.11 9-10 49 240 Weight:148 lb FT=20% i LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc pudins,except end verticals. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-012 oc bracing. WEBS 2x4 SP No.3'Except* WEBS 1 Row at midpt 3-11,4-9I EV1,EV2:2x4 SP No.2 with 2x4 SP No.3 with 2-10d(0.13PxX)nails and cross brace spacing of 20-0-0 oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=1070/Mechanical,8=1070/Mechanical I Max Horz 12=507(LC 11) Max Upliftl2=-623(LC 8),8=-667(LC 9) I i FORCES. (lb)-Max.Comp.lMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=1085/669,1-2=-5321474,2-13=4991467,13-14=499/467,3-14=499/467,3-15=154311160,4-15=1543/1160,4-16=332/310, 5-16=332/310,5-6=3321310,6-7=382/347,7-8=-11551585 BOT CHORD 11-12=-6201630,10-11=1335/1603,9-10=-103411242 WEBS 1-11=488/987,2-11=-2361316,3-11=-1306823,3-10=3131525,4-10=627/873,4-9=1333/1090,6-9=325/405,7-9=742/1150 1 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.ll;Exp Q Encl.,GCpi=0.18;MWFRS (directional)and C-C Exterior(2)0-1-12 to 64-15,Interior(1)6-4-15 to 18-9-0,Exterior(2)18-9-0 to 19-7-4 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 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. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 623 lb uplift at joint 12 and 667 lb uplift at joint 8. 8)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 ICARL. O. IFOR13ES F€..LWCI NO:20699 555 S. POMPANO PKWY.PAMPANO BEACH, FL. 33069 I i I Job Truss Truss Type Oty Ply �CESPEDES MAIN UPPER ROOF 170404R 629 Half Hip 1 '1 I Jab Reference o tiona Custom Truss,Delray Beach,FL 33444 Run:B.020 s Nov 18 2016 Print:8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 2711:57:05 2017 Page 1 2�Q ID:G5P5yMJcxPrS4tCxhX9TrLMbnt-gGKtZAYfdpdoaTgq%HJTxteUvMLDidrl4jSNzMXo1 8 6-7.3 I 13-0-5 I 19 9 0 5p0B 6-5-3 6-5-3 6-'-11 3x4= 3x4= 3x4= 3x4= 3x4= Scale=1:39.7 1 9 TP 2 10 3 11 4 12 5 Dead Load Dail.=1/2 in i 3 W1 W4 7 I 7x6= I N Cif f � I 0 4.00 F12 8 64:r- 6 6x6 23-0-0 I 23-0-0 9-10-6 I 19-9-0 i Plate Offsets(X Y)—f5:Edge 0-1-81 16:0-2-11 Edgel 8,I 0-2-11,Edgel 6 s 10 9 LOADING(psf) SPACING. 2-0-0 CSL DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.32 7-8 >723 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Ved(TL) -0.84 7-8 >278 240 BCLL 0.0' Rep Stress Incr YES WE 0.72 Horz(TL) 0.19 6 n/a nla I BCDL 10.0 Code FBC2014/TP12007 Matrix-S Wind(LL) 0.15 7-8 >999 240 Weight:115lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly I pplied or 3-7-0 oc pudins,except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-8,4-6 with 2x4 SP No.3 with 2-10( (0.131"x3')nails and cross brace spacing of 20-0-0 oc. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1070/Mechanical,6=10701Mechanical Max Horz8=468(LC 8) Max Uplift8=-684(LC 8),6=-684(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=254/197,2-10=1926/1320,3-10=1926/1320,3-11=192611320,4-11=1926/1320,5-6=259/203 BOT CHORD 7-8=1317/1599,6-7=-1167/1449 WEBS 2-8=1694/995,2-7=-4991840,4-7=635/990,4-6=1719/1304 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25fl;B=45ft;L=24ft;eave=4ft;Cat.II;Exp CI,Encl.,GCpi=0.18;MWFRS (directional)and C-C Extedor(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 19-7-4 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)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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 vide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 684 lb uplift at joint 8 and 684 lb uplift at joint 6. 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 j CARL G, FSslf BES FL LIC.NO:20699 555 S. POMPANO 1'KWY. PAMPANO BEACH, FL. 33069 (954�682-6,651 I Job Truss Truss Type City Ply CESPEDES' MAIN UPPER ROOF 170404R B3 Hip 1 1 Job Reference o Gonal 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 2711:57:06 2017 Page 1 23-0-o ID:G5P5ywtJcxPrS4tCxhX9Trzl bnt-ISuGnWZH06lfBdx9t tftTAKuLN4cWhgH-pzMXoh 7-0-0 17-0-0 4-0 I f 6--40-�0 7-0-0 90 099 6-3-0 241 230 2 i Scale=1:45.0 3x4— 1 Dead Load Dell.=3/16 in 6 4.00 12 4x8= I : II 4x8 23 = q'W 22 4xT- T 3x41.5x4 11 83x82 21 24 91 3B r -W 10i t 16 1 15 14 _1 to to cJ 3x4= �20 19 18 17 3x6= 13 12 �11 3x4= 5x6= 4xl0=1.50 II 1.5x4 II 3x6= 5xB= I 1 23-0-0 23-0-0 2-0-0 2f410 9-0-0 1 10-9-0 1 17-0-0 1 21-4-0 1 23-8-0 2'-0 26-0-0 1 2-6-0 0-4-0 6-8-0 1-9-0 6-3-0 4-4-0 2-4-0 0-4-0 2-0-0 Plate Offsets(X Y)-- f4:0-2-4 0-2-01 f6:0-2-O,Edgel f7.0-2-4 0-2-01 f14.0-4-8 0-1-121 fl6.0-2-8 0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.10 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.30 15-16 >854 240 BCLL 0.0' Rep Stress Incr YES WB 0.97 Horz(TL) 0.11 11 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-S Wind(LL) 0.11 15-16 >999 240 Weight:1481b FT=20% LUMBER- BRACING- { TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc pudins. Except: BOT CHORD 2x4 SP No.2 1 Row at midpt 4-7 1 WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. W8,WCL3:2x6 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) 11=144010-8-0(min.0-1-11),20=143410-8-0 (min.0-1-11) Max Horz20=-118(LC 10) Max Uplift11-589(LC 12),20=-717(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-369/108,3-4=-1739/793,4-22=-5411352,6-22=494/367,4-5=1608/698,5-7=16121693,6-23=-534/368,7-23=-550/352,7-8=-2246/939, 8-24=1761f766,9-24=1809/760,9-10=405/277 BOT CHORD 1-20=361359,19-20=-554/1588,15-16=-717/2050,14-15=66911773,10-11=-214/409 WEBS 4-19=-717/328,16-19=-582/1771,4-16=412/1108,7-16=-255/311,7-15=0/261,8-15=238/297,9-11=-1246/666,3-20=-1839/994,2-20=-411/384, 8-14=528/372,11-14=-351/450,9-14=841/1958 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.Dpsf;h=25ft;B=45ft;L=26ft;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 13-0-0,Exterior(2)13-0-0 to 16-0-0 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)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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of vvithstanding 589 Ito uplift at joint 11 and 717lb uplift at joint 20.' 7)Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 8)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 (;AKL G. FORBES FL LIC, NO:20699 555 S. POMPANO PiCWY. PAMPANO (BEACH, ILL. 33069 (964�682.6651 I I � Job truss ROTrusslofpe Ory Ply �CESPEDES MAIN UPPER ROOF 170404R B30 Roof Special 1 1 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 2711:57:06 2017 Page 1 23-0-0 ID:G5P5ywtJcxPrS4tCxhX9TrzMbnt-ISuGnWZHO6lfBdxDtvOWsgl�-VI&4gNm4hgH-pzMXoh 6-8-3 I 13-0-13 19-9-0 6-8-3 6-4-11 6-8-3 3x4= 3x6= 3x4= 3x6= I 3x4— Scale=1:36.6 1 Dead Load Defl.=7/16 in 9 2 10 3 11 4 12 f I 3 W1 W4 V 7 7x6= I N I m I 4.00 F12 I g 8 6x6 a 6x6 23-0-0 23-0-0 i 9-10-8 19-9-0 9-10-8 9 10 8 ' Plate Offsets(X Y)—15•Edge 0-1-81 f6.0-2-11 Edgel fB:G-2-11 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.75 Vert(ILL) -0.28 7-8 >841 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.74 7-8 >315 240 BCLL 0.0" Rep Stress Incr YES WB 0.76 Horz(TL) 0.24 6 nla n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Wind(ILL) 0.19 7 >999 240 Weight:110lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc pur ins, except end verticals. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-01l14 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-8.4-6 1 with 2x4 SPi No.3 with 2-1 Od(0.131'x3')nails and cross brace spacing of 20-0-0 oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=10701Mechanical,6=1070/Mechanical Max Horz8=415(LC 9) Max Uplift8-669([C 8),6=-669(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=260/204,2-10=2555/1673,3-10=-255511673,3-11=255511673,4-11=2555/1673,5-6=260/206 BOT CHORD 7-8=-1453/1788,6-7=-130011688 WEBS 2-8=197311178,2-7=-690/1163,4-7413/1269,4-6=1973/1439 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;Cal.II;Exp C;Encl.,GCpi=0.18;MWFRS (directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(l)3-1-12 to 19-7-4 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)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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. 5)Refer to girder(s)for truss to truss connections. I 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 669 lb uplift at joint 8 and 669 lb uplift at joint 6. 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 CARL G. FORBES FL LiC. NO:20699 555 S. POMPANO PKWY. { PAMPANO BEACH, FL. =69 (3 }682-6651 Job Truss Truss Type —�Qty ply �CESPEDES MAIN UPPER ROOF 170404R B36 Roof Special 2 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 2711:57:06 2017 Page 1 23-0-0 Ilq55yMJcxPrS4tCxhX9TIzMbnt-ISuGnWZH0611BdxDtvOWsgT4buNc4oem4hgH—PzMXoh 1 6-4-8 ( 6-4-8 1 3x4= 1.5x4 II Scale:3/8'=1' 1 5 2 Dead Load Dell.=1/8 in v m m N N i 3 3x4 in m 0 I N 4.00 12 4 1.5x4 II 23-0-0 25-0-5 I 1 6-4-6 6-4-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.09 3-4 >843 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.22 3-4 >337 240 BCLL 0.0• Rep Stress Incr YES WB 0.23 Horz(TL) 0.00 3 nla n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-P Wind(LL) -0.00 4 >999 240 Weight:38 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6A-8 oc pudins,except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling;directly applied or 8-11,5 oc bracing. WEBS 2x4 SP No.3 MiTek recdmmends that Stabilizers and required cross bracing be installed during truss erection in-accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=335/Mechanical,3=335/Mechanical Max Horz4=-319(LC 10) 1 Max Uplifl4=323(LC 8),3=-325(LC 9) Max Grav4=376(LC 18),3=387(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 14=293/418,2-3=-274/323 BOT CHORD 3-4=382/378 WEBS 1-3=-286/294 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)0-1-12 to 3-1-12, Interior(1)3-1-12 to 6-2-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS Ifor reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 323 lb uplift at joint 4 and 325 lb uplift at joint 3. 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 I CA,RL G. FORBES FL LIIC,NO: 20699 555 S. POMPANO PKWV.. PAMPANO REACH, FL. 33069 (954)682-6661 Job Truss Truss Type Oty Ply �CESPEDES MAIN UPPER ROOF 170404R B37 Roof Special 2 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 2711:57:07 2017 Page 1 23-0-0 ID:G�g"JcxPrS4tCxhX9�TrzMbnt-mfSe_rav90tWpnWPRdvlOuOJgf rpGpwJLZgWFzMXog 1 6-4-8 6-4-e 1.5x4 11 Scale=1:27.6 3x4= Dead Load Dell.=1/8 in 1 5 2 I a 0 N N 3 3x4 nr m 0 NI 4.01)F12 4 1.5X4 11 23-0-0 25-0-5 6-4-8 6-4-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Wk Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.09 3-4 >843 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Ved(TL) -0.22 3-4 >337 240 BCLL 0.0' Rep Stress Incr YES WB 0.17 Horz(TL) -0.00 3 nla n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-P Wind(LL) -0.00 4 >999 240 Weight:36lb FT=20% LUMBER- BRACING- I TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 648 oc pur ins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling ldirectly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 J. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=335/Mechanical,3=335/Mechanical ! Max Horz4=267(LC 10) I Max Uplift4=287(LC 8),3=289(LC 9) Max Grav4=349(LC 18),3=360(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-274/377,2-3=274/323 BOT CHORD 3-4=302I304 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)0-1-12 to 3-1-12, Interior(1)3-1-12 to 6-2-12 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)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•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. 5)Refer to girder(s)for truss to truss connections. I 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 287 lb uplift at joint 4 and 289 lb uplift at joint 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 I j CARS.G. FORDES FL LIC.NO: 20699 556 S. POMPANO P6[WY.. PAMPANO BEACH, FL. 33069 (954}682-6651 i Job Truss Truss Type Oty Ply CESPEDES MAIN UPPER ROOF 170404R B38 Roof Special 2 i1 JII I Job Reference joptilonal 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 271157:07 2017 Page 1 23-0-0 s-a-s ID:G5P5yW1gV4tCxhX9TrzMbnt-mfSe_rav90tWpnWPRdviOuOKtljrpHZwJLZgWFzMXog 6-a-6 1.5x4 11 Scale:1/2"=1' 1 3x6= 2 Dead Load Den.=1/8 in 5 I I I 1 v 1 I I 1 3 3x4 L9 c? 0 N i 4.00 Ill2 4 1.5x4 II _ 23-0-0 25-0-6 I 6-4-8 6-4-8 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (I-) Ildell Lld PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.09 3-4 >843 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.22 3-4 >337 240 BCLL 0.0' Rep Stress Incr YES WB 0.12 Horz(TL) -0.00 3 ri/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-P Wind(LL) -0.00 4 >999 240 Weight:34 lb FT=20% LUMBER- I BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-4-8 oc pudins,except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 20 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) 4=335/Mechanical,3=335/Mechanical Max Horz 4=-214(LC 10) Max Upli114=256(LC 8),3=-259(LC 9) Max Grav4=335(LC 1),3=338(LC M FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=274/347,2-3=274/323 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;MWFRS(directional)and C-C Exledor(2)0-1-12 to 3-1-12, Interior(1)3-1-12 to 6-2-12 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)Provide adequate drainage to prevent water ponding. I 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 256 lb uplift at joint 4 and 259 lb uplift at joint 3. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 1 I I I I I I I I I CARL 0. FORBES FL LIC.NO:20699 6655 S. POMPANO PFCUV Y. PAMPANO BEACH, FL. 33069 I (954}682-6651 I I Job Truss Truss Type — Oty Ply CESPEDES MAIN UPPER ROOF 170404R B39 Roof Special 2 1 Job Reference c 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 2711:57:08 2017 Page 1 23-0-o ID:G5P200 ff PrS4tCxhX9l rzMbnt-EROCBaYwkONRx5b_KO_x5ZVM7FYlu3X?JN2hzMXof l 4-5.11 4-5-11 1 3x4= 5 6 2 Scale=1:18.3 T1 11 0 EV2 v °p { EV1 N 3x4 7 rn I 4.00 F12 4 II,, 24-4-12 , 4-5-11 I 4-5-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.02 3-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Ved(TL) -0.05 3-4 >999 240 BCLL 0.0' Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Wind(LL) 0.00 4 >999 240 Weight:24 lb FT=20% LUMBER- BRACING- I TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-1 l oc pudins,except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 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) 4=230/Mechanical,3=2301Mechanical Max Horz4=176(LC 10) Max Uplift4=-192(LC 8),3=-194(LC 9) Max Grav4=237(LC 18),3=244(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=188/287,2-3=188/252 �. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25fl;B=45ft;L=24ft;eave=4ft;Cat.II;Exp Cif Encl.,GCpi=0.18;.....'FIRS(directional)and C-C E tedor(2)0-1-12 to 3-1-12, Inledor(1)3-1-12 to 4-3.15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;L'umher DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 192 lb uplift at joint 4 and 194 Ib uplift at joint 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 I I CARL.G. IFORBES FL LIC.NO:20699 555 S. POMPANO PKWY.. PAMPANO BEACH, FL.33060 (954�692.6661 i I I I I Job Truss Truss Type oty Ply CESPEDES MAIN UPPER ROOF 170404R 134 Common 6 1 I. Job Refe ence 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 2711:57:08 2017 Page 1 23-0-0 ID:G5P5ywtJcxPrS4tCxhX9TrzMbnt-EROCBaYwkONRx5b_KG3x5ZJlri?HYdB3X?JN2hzMXof 2-4-0 7-0-0 I 13-0-0 19-0-0 23-8-0 26-0-0 2-4-0 4-8-0 6-0-0 6-0-0 4-8-0 1 2-4-0 Scale=1:42.8 Dead Load Defl.=3/16 in 46= i 4 4.00 12 � I 15 16 1.5x4 11 1.5x4 11 3 5 3x6 14 17 3x6 C 2 V6 -qry 1 7 cJ 1 to 3x4= ; 12 11 18 10 19 _ 1 3x4= 613 3x6= 9 r8. 1.5x4 II 3x6= 1.5x4 11 3x6= 1.5x4 11 23-0-0 23-0-0 2.0-0 2r4�0 7-0-0 1 13-0-0 19-0-0 I 23-8-0 24-Oro 26-0-0 l 2-6-6 1444 b 4-8-0 6-0-0 6-0-0 4-8-0 -4-0 2-0-0 LOADING(pst) SPACING. 2-0-0 CSI. DEFL. in (I-) I/defi L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.60 Ved(LL) -0.50 10-12 >51'1 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Verl(TL) -0.71 10.12 >358 240 BCLL 0.0' Rep Stress Incr YES WB 0.55 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Wind(LL) 0.29 9 >B7l1 240 Weight:109lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3'Except MiTek recommends that Stabilizers and required cross bracing be installed during truss W5,W9:2x6 SP No.2 erection,inlaccordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1430/0-8-0(min.0-1-11),13=1430/0-8-0(min.0-1-11) Max Horz 13=118(LC 11) Max Uplift8=593(1-C 12),13=719(1-C 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=30WT7,2-14=1627/651,3-14=1548/672,3-15=16011781,4-15=1532/798,4-16=1532/798,5-16=-16011781,5-17=-1548/672, 6-17=1627/651,6-7=-307177 BOT CHORD 1-13=521305,12-13=-1521315,11-12=-472/1469,11-18=-472/1469,10-18=47211469,10-19=-47211469,9-19=-47211469,8-9=-52/305, 7-8=52/305 WEBS 4-10=88/421,5-9=389/312,6-9=789/1438,6-8=-1198f787,3-12=389/312,2-12=78911438,2-13=11981787 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=B.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=26ft;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 1340,Exterior(2)1340 to 16-0-0 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)This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 4)`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=10.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 593 lb uplift at joint 8 and 719 lb uplift at joint 13. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard I � GARL G. FOR13ES FL.LBC. NO:20699 555 S. POMPANO PlfWY.. PAMPANO BEACH, FL..33069 (954)682-6651 I Job Truss Truss Type Ory Ply ' CESPEDES MAIN UPPER ROOF 170404R B40 Roof Special 2 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33 444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 2711:57:08 2017 Page 1 23-0-0 2 5-11 23-8_1 P: 5P5ywtJcxPrS4tCxhX9 rzMbnt-EROCBaYwkONRx5b_KQx5ZbBiAmY163X?JN2hzMXof 2-5.11 7 1 3x4= 2 Scale=1:14.8 Tt Ll I I 1 EV2 EV1 I 1 I N I 6 r 6 O 3x4 4.00 12 4 1. g1o1b 23-8-12 2-5-11 2-5-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 34 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 3-4 >999 240 BCLL 0.0' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014[rPI2007 Matrix-P Wmd(LL) -0.00 4 >999 240 I Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly Ipplied or 2-5-11 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1040 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection inlaccordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=120/Mechanical,3=120/Mechanical Max Horz4=135(LC 10) Max Uplift4=-132(LC 8),3=133(LC 9) Max Grav4=147(LC 18),3=151(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vul1=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=2411;eave=oft;Cat.Il;Exp C;IEncl.,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)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. l 4)'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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 132 lb uplift at joint 4 and 133 lb uplift at joint 3. 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 ACARL 0, FORBES FL LIC.NO: 20699 555 S. POMPANO PFCWY. PAMPANO BEACH, FL. 33069 (954)682-6651 I Job Truss Truss Type p ply CESPEDES MAIN UPPER ROOF 170404R B41 Roof Special ]2'y 1 Job Reference o lional Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 18 2016 MiTek Industd �c u Apr 2711:57:09 2017 Page 1 ID:G5P5ywtJcxPrS4tCxhX9TrzMbnt-i1ZOPXbAhl8E 11 yDTJ5j_5UCHBRDmf2xbBzMXoe I -4-0-0 23 i-6 3-0-0 1 1 4-10-3 4-0-0 3-0-0 1-10-3 Scale=1:19.0 4 2x4 11 3 4.00 12 7x6 2 8 W2 T� v 6 a EV 3x4 I I 1 6' 4.00 12 7 3x6= 24-4-10 23-0-6 25-3-8 3-0-0 3-0-0 11 1-10-3 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.38 Ved(LL) 0.01 6 >999 360 I MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(TL) 0.01 6 >999 240 BCLL 0.0' Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 4 We n/a BCDL 10.0 Code FBC2014frPI2007 Matrix-P Wind(LL) -0.03 6 >999 240 Weight:36lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP M 26 TOP CHORD Structural wood sheathing directly I pplied or 4-10-3 oc pudins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0 0 oc bracing. WEBS 2x4 SP No.3*Except* MiTek recommends that Slabilizefs and required cross bracing be installed during truss EV1:2x6 SP No.2 erection in'accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=82/Mechanical,5=7/Mechanical,7=808/0-8-0(min.0-1-8) Max Horz7=311(LC 12) Max Uplift4=58(LC 9),5=7(LC 1),7=-604(LC 12) Max Grav4=92(LC 17),5=33(LC 12),7=808(LC 1) i I FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-7=797/1089 BOT CHORD 6-7=351/186 WEBS 2-6=166/334 NOTES- 1)Wind:ASCE 7-10;Vull=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;Exp Cj Enc1.,GCpi=0.18;MWFRS(directional)and GC Exfedor(2)-4-0-0 to-1-0-0, Interior(1)-1-0-0 to 4-0-7 zone;cantilever left and right exposed;end vertical left and right exposed;GC for members and forces& II; '- 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)Bearing at joint(s)7 considers parallel to grain value using ANSI/fPI 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 58 lb uplift at joint 4,7 lb uplift at joint 5 and 604lb uplift at joint 7. 7)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. FORBES F)L.LiC. NO:25699 555 S. POMPAMID PKWY. PAMPANO BEACH, FL. 3M9 (964y682-6651 i 1 Job Tuss Truss Type Oty Ply �CESPEDES MAIN UPPER ROOF 170404R B42 Roof Special 2 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 Indsl&lc.Thu Apr 2711:57:09 2017 Page 1 23-0-6 I D:G5P5ywtJcxPrS4lCxhX9TrzMbnt-11 ZOPXbP�glpg4goY2yDTJ5j_5TaHCXDmf2xb8zMXoe -4.0-0 { �. 2-10-3 4-0-0 2.10-3 Scale=1:15.5 I 3 4 2x4 II 4.00 F12 5xB II 2 I v { VV2 5 T1 1 EV1 w I I m m 66 1 1.5x4 II 6- o' o• 4.00 F12 7 ��xx 23-8-10 23'A— 24-7-8 I I I LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (I-) Wait Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.01 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Ved(TL) 0.01 6-7 >999 240 BCLL 0.0' Rep Stress Incr YES WB 0.03 Horz(TL) -0.02 4 n%a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-P Wmd(LL) -0.01 6-7 >999 240 Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP M 26 TOP CHORD Structural wood sheathing directly applied or 2-10-3 oc pudins,except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x6 SP No.2*Except' MiTek recommends that Stabilizer's and required cross bracing be installed during truss W2:2x4 SP No.3 erection in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 7=83610-8-0(min.0-1-8),4=119/Mechanical,5=55/Mechanical Max Horz7=154(LC 12) Max Uplift7=-713(LC 12),4=119(LC 1),5=55(LC 1) Max Grav7=836(LC 1),4=146(LC 12),5=70(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-7=-78111095 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)-4-0-0 to-1-0-0, Interior(1)-1-0-0 to 2-9-7 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 20.0psf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord a0d any other members. 4)Refer to girder(s)for truss to truss connections. 1 1 5)Bearing at joint(s)7 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 713 lb uplift at joint 7,119 lb uplift at joint 4 and 55Ilb uplift at joint 5. 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 CA,RL O. FORBES FL LIC, NO:24699 555 S. POMPANO PKWY. PAAMPANO SaACH, FL. 33069 (854}682.6651 Job Truss Truss Type Oty Ply CESPEDES MAIN UPPER ROOF 170404R B43 Roof Special 3 1 1 Job Reference o Lana Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 18 2016 MlTek Industries,Inc.Thu Apr 2711:57:10 2017 Page 1 4-0-0 23-0-6 ID:G5P5ywtJcxPrS4tCxhX9TrzMbnt-AE7mctcogS_%NFF_61TSOWeukVpyOe8M?JoU7azMXod + 3-9-0 4-0-0 3-9-0 Scale=1:17.1 3 2x4 4.00 12 v 7x6 s:� EV 2 i T1 3x6� o 1 o 4.00 12 e' 6• 5 3x8= 23-0-6 24-0-11 I i LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.38 Ved(LL) -0.01 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Ved(TL) -0.02 4-5 >999 240 BCLL 0.0" Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Wind(LL) 0.00 5 >999 240 Weight:33 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP M 26 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc pudins,except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1G-Di0 oc bracing. WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizer's and required cross bracing be installed during truss EV1:2x6 SP No.2 erection in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 5=805/0-8-0(min.0-1-8),4=-53/Mechanical Max Horz5=200(LC 11) Max Uplifts=681(LC 12),4=53(1_C 1) Max Grav5=805(LC 1),4=145(LC 12) i FORCES. (lb)-Max.Comp./Max.Ten.-All farces 250(lb)or less except when shown. TOP CHORD 2-5=-771/1128,3-4=317/87 BOT CHORD 4-5=2821223 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=6.Opsf;BCDL=4.Opsf,h=25ft;B=45ft;L=24ft;eave=4ft;Cat.Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-4-0-0 to-1-0-0, Intedor(1)-1-N to 3-7-4 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. 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)Bearing at joint(s)5 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 681 lb uplift at joint 5 and 53 lb uplift at joint 4. 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 CARL G, FORBIES FL LNC.NO: 24699 556 S.POMPANO PfCWY. PAMPANO BEACH, FL.330691 (964�682-6651 Job Truss Truss Type Qty Ply �CESPEIDES MAIN UPPER ROOF 170404R B46 Common 4 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 2711:57:10 2017 Page 1 28-0-6 ID:G5P5ywtJcxPrS4tCxhX9TrzMbnt-AE7mctcoyVF_61TSOWeuOVpY0fHM?JoU7azMXod -1-0-0 I 3-6-0 7-0-0 1 1-0-0 3-6-0 --I------ 3-6-0 1 0-0 Scale=1:16.6 4x4= I 3 4.00 12 10 11 9 Ti W7 T2 I 12 2 4 1 1 5 to 3x6= r1 A' 6 p' 1.5x4 II 3x6= 28-0-6 28-0-6 i 3-6-0 7-0.0 3-6-0 3-6-0 Plate Offsets(X,Y)--12:0-3-0,Edgel I4:0-3-0 Ednel LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.01 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.02 6 >999 240 BCLL 0.0' Rep Stress Incr YES WB 0.06 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Wind(LL) 0.01 6 >999 240 Weight:28lb FT=20% LUMBER- BRACING- I 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-Q0 oc bracing. WE BS 2x4 SP No.3 'i and required cross bracing be installed Burin truss OTHERS 1-1/2x2-0/16 SP No.3 MiTek recommends that it Stabilizer a eq g g erection in�accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=473/0-3-0 (min.0-1-8),4=472/0-3-0 (min.0-1-8) Max Horz2=38(LC 10) Max Uplifi2=257(LC 12),4=-257(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=570/364,9-10=-514/371,3-10=514/378,3-11=514/378,11-12=-514/371,4-12=570/364 BOT CHORD 2-6=231/484,4-6=231/484 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;8=45ft;L=24ft;eave=4ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-1-0-0 to 2-0-0, Interior(1)2-0-0 to 3-6-0,Exterior(2)3-6-0 to 6-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRSIfor reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 257 lb uplift at joint 2 and 257 lb uplift at joint 4. 6)Warning:Additional permanent and stability bracing for truss system(not pars of this component design)is always required. I LOAD CASE(S)Standard I I 1 I I I I CARL 0. FORBES FL LIC.NO: 20999 555 S: PO11PAN0 PQ+CWY, PAMPANO BF-ACH, FL. 33069 (954}682.6651 I Job Truss Truss Type Qty Ply CESPEDE;S MAIN UPPER ROOF 170404R 65 Roof Special 1 1 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run: Nov 8 020 s No 18 2016 Print:8.020 s Nov 18 2016 MiTek Industries,lnc.Thu Apr 2711:57:112017 Pagel 2-4? -- ID:G5P5ywtJcxPrS4tCxhX9TrzMbnt-eQ-h9q 9 OylO pAgS_53-4-Qt _ 91ugWEzX210zMXoc "0"0520 7-0-0 11-0-0 1 - 8 19-11-0I1-t0 it0p 26-0 33-1- 770 42-4-0 4- 6-0 4 -1-53 2 � .0 -10-01 .o-0 2 2 4�2-40 - -- -- -9-0 4- 4-9-0 0110 210-0 2-1-5 5-2-11 ' Scale=1:94.2 Dead Load Dell.=11116 in 6x6= 6x6 4.00 Ill2 6x8= 4x4= 6x6= 7 7x8= 4x4= 2x4 II I 7x6— 6x10= 4x4% 4 5 6 8 36 937 10 11 12 4x6 3 13 14 � S9 0 1 2 3 4 5 7 I 38 4x10 II 15 N 1 4 16 oa �t 1 f�Im I 5. O 30 29 28 27 26 25 24 23 22 234 33 32 4x4= 7x8 MT20HS= 6x8= 6x6= 7x8 MT20HS= 4x12= 6x6= 20 19 18 17 4x6 4x6= = 10xl4,7x8= 2x4 II I 2x4 II 7x6= 4x6= 6x8= 6x6= I I 22,64 2XO-0 23-CEOA-0 20 5-2-0 t-10-0 1-0 28-8-.0 33-1-e 37-7-0 440 3to20 41,02 5-24 51 -0z- 9 4-9-o =-o5as A zaoa a to a - ' z-o-0 Plate Offsets(X,Y)--[2:0-4-4,0-2-4],[4:0-5-4A3-4],[6:0-3-0,0-4-4],[8:0-5-4,0-4-4],[11:0-3-0,0-4-8],[12:0-6-12,0-3-0],[15:0-0-15,0-2-12],[15:01-5,1-9-12],[17:0-0-0,0-2-12],[18:0-3-0,0-4-8],[21:0-5-8,0-3-0],[25:0-4-0,0-5-0], [28:0-4-0 0-4-81 [34.0-2-10 0-0-14] LOADING(psl) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.54 Veit(LL) -0.56 26 >928 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -1.27 26-27 >412 240 MT20HS 187/143 BCLL 0.0' Rep Stress Incr YES WB 0.95 Horz(TL) 0.27 18 n/a nla BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Wind(LL) 0.66 26 >795 240 Weight:376 lb FT=20% I LUMBER- BRACING- TOP CHORD 2x6 SP No.2'Except* TOP CHORD Structural food sheathing directly applied or 2-4-4 oc pudins. T1,T6:2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 2-21,0 oc bracing. BOT CHORD 2x6 SP M 26*Except* MiTek recommends that Stabilizers and required cross bracing be installed during truss B1,85:2x6 SP No.2 WEBS erection in accordance with Stabilizer Installation guide. 2x4 SP No.3*Except* B4:2x4 SP SS,Wl,W17,WCR3:2x6 SP No.2,W21,W22,W26:2x4 SP No.2 REACTIONS. (lb/size) 34=247310-8-0(min.0-2-15),18=4528/0-8-0(min.0-5-5),17=1117/0-3-8(min.0-1-8) Max Horz 34=142(LC 10) Max Uplift34=1149(LC 12),18=1860(LC 12),17=1117(LC 1) Max Grav34=2473(LC 1),18=4528(LC 1).17=444(LC 12) FORCES. (Ib)'-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-35=527112342,3-35=-5178/2361,3-4=520712486,4-5=6324/3116,5-6=6974/3448,6-7=-742113686, 7-8=-754813771,8-36=-649213223,36-37=6492/3223,9-37=-649213223,9-10=510212539,10-11=-5102/2539, 11-12=304211543,12-13=-3581183,13-14=452/998,14-38=-1494/3152,15-38=151813019;15-16=-1500/2844 BOT CHORD 2-31=-2090/4917,30-31=-2089/4912,29-30=-2089/4912,28-29=-2124/4923,27-28=-2837/6324, 26-27=-2688/5953,25-26=-326177104,24-25=-2964/6492,23-24=132413130,22-23=-149/267,21-22=-10831747, 17-18=-2800/1497,16-17=2800/1497 WEBS 19-21=270/139,13-21=230811105,2-34=2359/1286,4-29=431273,6-27=235411240,7-27=-110212259, 7-26=1247/2489,8-26=204011102,18-21=2772/1477,14-21=1003/2211,14-18=3173/1543,15.17=1141533, 3-30=-257/237,12-22=-223111123,13-22=125512661,8-25=881/353,9-25=144/554,9-24=1684/831. 10-24=-349/237,12-23=171213519,11-23=1841/979,11-24=116812414,4-28=869/1695,5-28=913/547, 5-27=412/917 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.ll;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 21-11-0,Extedor(2)21-11-0 to 23-11-0,Interior(1)4240 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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1149 lb uplift at joint 34,1860 lb uplift at joint 18 and 1117 lb uplift at joint 17. 8)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement at the hearings.Building designer must provide for uplift reactions indicated. 9)Warning:Additional permanent and stability bracing for truss system(not pad of this component design)is always required. LOAD CASE(S) Standard CARL G. FORBES FL LIC. NO: 20699 555 S. POMPAMO PFCWY. PAMPANO BEACH, PL. 33069 (964}682-6651 I I a Job Tuss Truss Type City Ply �CESPEDES MAIN UPPER ROOF 170404R B6 Hip 1 1 Job Reference(optional 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 2711:57:12 2017 Page 1 1 2-42-0-0.0 2 ID:G5P5ywtJcxPrS4lCxhX9TrzMbnt-7cFX1 1vYOMDAV CUL8fSdHbBTzMXob 51 -0 -0 4 2 5 4-0 5-4-3 5-4-3 l 5-7-11 1 2-10-0 1 2-10-0 l 2-1-5 I 5-2-11 1 Scale=1:89.7 Dead Load Defl.=9/16 in 4.00 12 6x8= 4x4= 4x4= 5x6= 2x4 II 4x4= 6x8 4x4 4 5 32 6 33 7 34 8 35 9 70 5x6 3 11 5x6 31 9 D V 21 V 23 5 W2 1 12 36 7 5x6 11 0 13 v 1 !36 14 )m 0 7 o 26 25 24 23 22 21 20 60 230 29 17 16 15 4x6= 4x6= 28 2x4 II 4x4= 8x8= 4x4= 7x8 MT20H5= 5x6-. 5x6= 18 12x14�7x8= 7x6= 4x6= 4x6= 6x8= 23-0-0 , 2-0-021910 5-2-0 t 9-0-0 13-0-0 18- j 23-0-0 23-00 2-0-00-0-0 2-10-0 3- 711 23-11-14 29-0-2 34-e-5 40-0-0 43-2-0 48-0-0 51-2-0 514�1 10-0 4-0-0 5-7-11 s-4-3 5-0-3 5-4-3 5-7-11 2-100 2-100 5-2-0 0 12 2-0-0 Plate Offsets(X Y)-- f2:0-4-4 0-4-41 (4.0-5-4 0-34) I10 0-6-0 0-2-121 f13:0-0-15 0-2-12) I13:0-31 1-8-121,115:0-0-0,0-2-121,f16:0-3-0 0-4-81 f19:0-5-8,0-3-01,122:0-40,0-4-8),I24:0-4-0,Edgel,I30:0-2-10,0-0-141 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deal Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.44 23 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.99 23 >527 240 MT20HS 187/143 BCLL 0.0• Rep Stress Incr YES WB 0.93 Horz(TL) 0.26 16 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-S Wind(LL) 0.52 23 >999 240 Weight:367 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x6 SP No.2*Except' BOT CHORD Rigid ceiling directly applied or 3-11111 oc bracing. Except: B3,B7:2x6 SP M 26,84:2x4 SP No.3 6-0-0 oc bracing:17-19 1 WEBS 2x4 SP No.3'Except* WEBS 1 Row at midpt 10-21 1 W1,W15,WCR3:2x6 SP No.2,W18024:2x4 SP No.2 with 2x4 SP No.3 with 2-IOd(0.131'x3')nails and cross brace spacing of 20-0-0 oc. MiTek recommends that Stabilizer's and required cross bracing be installed during truss erection in'accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 30=2535/0-8-0(min.0-3-0),16=3951/0-8-0(min.0-4-11),15=601/0-3-8(min.0-1-8) Max Horz 30=-142(LC 10) Max Uplift30=-1175(LC 12),16=1614(LC 12),15=848(LC 21) Max Grav30=2535(LC 1),16=3951(LC 1),15=224(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-31=5519I2890,3-31=540812921,34=5130/2794,4-5=5987/3248,5-32=624613359,6-32=6246/3359, 6-33=565213053,7-33=-5652/3053,7-34=565213053,B-34=-5652/3053,8-35=565213053,9-35=565213053, 9-10=424512364,10-11=198811119,12-36=1077/2164,13-36=1098/2031,13-14=117011983 BOT CHORD 2-27=-261815132,26-2 7=26 20151 3 1,25-26=2620/5131,24-25=2351/4831,23-24=288915986, 22-23=2999/6246,21-22=-2005/4245,20-21=707/1809,19-20=201/273,17-19=310/171,11-19=2021/1082, 16-17=479/268,15-16=-191311156,14-15=1913/1156 ; WEBS 2-30=244611372,3-25=425/319,4-25=-211/417,10-20=-1420/828,11-20=1265/2452,16-19=14791915, 12-19=1156/2290,12-16=-2919/1622,13-15=0/365,4-24=-764/1546,5-24=771/489,5-23=156/458, 6-22=748/381,8-22=-467/317,10-21=1560/2946,9-21=-1509/902,9-22=85111737 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=B.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=53ft;eave=6ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (directional)and C-C Exledor(2)0-0.0 to 5-4-0,Interior(1)540 to 13-0-0,Exterior(2)13-0-0 to 47-10-8,Interior(1)47-10-8 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 vide will fit between the bottom chord and any other members. Ii 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1175 lb uplift at joint 30,1614 lb uplift at joint 16 and 848 lb uplift at joint 15. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. j I LOAD CASE(S) Standard I CARL G. FORBES I FL LIC. NO:20699 556 S. POMPANO PICla4 Y. PAMPANO IBEEACH, FL.33069 (964)682-6651 I Job Truss Truss Type qty ply ( I CESPEDES MAIN UPPER ROOF 170404R B7 Hip 1 1 Job Reference o fional 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 2711:57:13 2017 Page 1 ID:G5P5ywtJcxPrS4tCxhX9TrzMbnt-bgy_��jeglGegXizZnt0 jfjDnuohHOBkv7MXoa 2-4''�-0I0 5-2-0 t 9-0-0 I 15-0-0 20-10-0 26-8-0 3232=6,0 38-4-0 43-2-0 46-0-d- AB-1-5 53 2 -10-0 3-10-0 6-0-0 I 5-10-0 5-10-0 I 5-10-0 I 5-10-0 I 4-10-0 I 2-10-0 1 2-1-5 I 5-2-11 Scale=1:69:7 Dead Load Deft.=1/2 in 6x6= 1 4.00 12 4x4= 7x6= 4x4= 6x6= 4 30 31 6 32 33 8 4x4 4x6 3 W5 10 9 5x6 %04 28 1 T 10 34 6x6= r 5x6 I I 1 17 12 0 4 23 22 227 26 21 20 19 181 15 14 13 4x6= o 4x6= 7x8 10x14— 25 2x4 II 4x8= 5x8 MT20HS= 4x4= 7x6= 6x10= 16 7x6— = I 2x4 11 6x8= I I 23-0.0 23-0-0 23-09b.4-0 2-0-02rt{r0 5-2-0 9-0-0 15-0-0 22-9-5 30-6-11 36-4-0 43-2-0 46.0-0 51-2-4 51,4-0 ro-ooao z-lo-0 3-100 6-0-0 I -s-s -s-s I -s-s I a-1oo� 12-10-0 1 s�!lz 2-0 0 Plate Offsets(X,Y)-- 12:1-1-14.Edgel 12.0-6-4 0-0-71 16.0-3-0 0-4-81 f11.1-0-15 0-2-121 f11.0-3-1 1-8-121 f13:0-0-0 0-2-121 (14.0-30 0-4-41 f17:0-5-8 0-3-01 f18:0-2 4 0-3-01 f19 0-3-0 0-4-121 f27:0-2 12 0-0-0j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.37 20 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.85 19-20 >618 240 MT20HS 1871143 BCLL 0.0" Rep Stress Incr YES WB 0.97 Horz(TL) 0.28 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Wind(LL) 0.43 19-20 >999 240 Weight:360 lb FT=20% r LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly I pplied or 2-10-3 oc pur ins. BOT CHORD 2x6 SP No.2•ExcepP BOT CHORD Rigid ceiling directly applied or 4-7-,4 oc bracing. B3:2x6 SP M 26 WEBS 1 Row at midpt 5-22,7-18 WEBS 2x4 SP No.3"Except` with 2x4 SP No.3 with 2-10d(0.1 I1°x3°)nails and cross brace spacing of 20-0-0 oc. W1,W15,WCR3:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss REACTIONS. (lb/size) 27=2562/0-8-0(min.0-30),14=3698/0-8-0 (min.0-4-6),13=-376/0-3-8(min.0-1-8) erection,in[accordance with Stabilizer Installation guide. Max Horz27=164(LC 10) Max Uplifl27=•l186(LC 12),14=1508(LC 12),13=-607(LC 21) Max Grav27=2562(LC 1),14=3698(LC 1),13=129(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-28=5643/2955,28-29=5536/2970,3-29=-5497/2985,3-4=4960/2705,4-5=-4657/2662,5-30=5384/2964,30-31=5384/2964,6-31=5384/2964, 6-32=4715/2619,32-33=-4715/2619,7-33=4715/.2619,7-8=-2632/1559,8-9=2834/1564,9-10=-517/345,10-34=-883/1753,11-34=-904/1622, 11-12=979/1607 1 1 BOT CHORD 2-24=2692/5253,23-24=-2694/5252,22-23=269415252,21-22=2600/5374,20-21=2600/5374,19-20=2542/5279,18-19=-20I 9/4363, 17-18=-86/400,13-14=-1538/965,12-13=-1538/965 WEBS 9-17=1993/1150,2-27=246511366,3-22=717/483,4-22=-440/1016,5-22=1122/566,6-19=-888/493,7-19=-335/897,7-18=-2 50/1226, 8-18=-129/445,9-18=-1288/2533,14-17=1565/975,10-17=-130212389,10-14=282911567,11-13=49/255 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.11;Exp C;,Encl.,GCpi=0.18;MWFRS (directional)and C-C Extedor(2)0-0-0 to 5-4-0,Interior(1)540 to 15-0-0,Extedor(2)15-0-0 to 46-0-0,Interior(1)46-0-0 to 53-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;GC 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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1186 Ib uplift at joint 27,1508lb uplift at joint 14 a d 607 lb uplift at joint 113. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard I i CA,RL G. FOR€ES 1 555 a.. POMPANO PKId4 Y. j PAMPANO BEACH, FL. 33069 (354}682.6661 I I