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HomeMy WebLinkAboutRevisions (7) Project Information: Customer: Job Number., JAMIE WHALEN CONSTRUCTION 180030 Job Name: CUSTOM TRUSS KOTHAKOTA RES 1890 W. ATLANTIC AVE Address: DELRAY BEACH, FL 33444 5116 WATERSONG WAY 954-786-8800 City,sr,ZIP: HUTCHINSON, FL Get; eral Truss Engineering Criteria & Design Loads i�yiidirig Code'and Chapter: Computer Program Used: .;1�=DC;C 014/TPI2007 MiTek Version:8.13 Sep 25 2017 'ravity: Gravity: 55.0 psi 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 42 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 suitability and use of these trusses for any building is the responsibility of the building designer. CONCEALED FASTENERS OR ATTACHMENTS 100 Mkt n Delegated Engineer: CAW NAP EbFoO`96'E;sOF THE FL LI k..F iO�;F2Q6,99JRj� MA Q �8 20�� 555 S. POMPANO PKWY. POMPANO BEACH, FL. 33069 (954) 682-6651 1 03/06/18 Al 20 03/06/18 EJ8 39 03/06/18 J513 RECEIVED 2 03/06/18 A2 21 03/06/18 HJ2 40 03/06/18 J PLANS AN ALL PRWEQ*ohal$ - S Ulf B.IEOT TO idY C,pp IONS 3 03/06/18 A3 22 03/06/18 HJ3 41 03/06/18` J - E®81'•F1'~ . Iid5PEC Y B BECIa&Q y0 � �, Permitting 4� 03/06/18 A4 23 03/06/18 HJ6 42 03/06/18 J A 3 WITS t'f!I3E Lipi4 lqq� 5. 03/06/18 A5 24 03/06/18 HJ7 6 v 9.3/06/18 A6 25 03/06/18 HJ7A 7 03/06/18 A7 26 03/06/18 HJ8 ST.LUM COU'.'+TY BL1LPTti v D N RMENti'ED FOR OA L E< 8 03/06/18 A7A 27 03/06/18 J1 IZEVIE�i D B 9 03/06/18 A8 28 03/06/18 JIB DATE "-i PLANS `D P, U MITST BE KEPT ON JOB 10 03/06/18 AG1 29 03/06/18 J1C OR NO INSPECTION WILL BE MADE. 11 03/06/18 AG2 30 03/06/18 J1 D - r 12 03/06/18 AG3 31 03/06/18 J3 13 03/06/18 AG4 32 03/06/18 J3A 14 03/06/18 AG5 33 03/06/18 J313 ON 15 03/06/18 QG6 34 03/06/18 J3D 16 03/06/18 EJ2 35 03/06/18 J3X ,;.. 17 03/06/18 EJ6 36 03/06/18 J5 18 03/06/18 --EJ7" " 37 03/06/18 J5A 19 03/06/18 EJ7B 38 03/06/18 J5B Page 1 of 1 Job Truss Truss Type Qty Ply KOTHAKOTA RES 180030 Al Roof Special 1 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2017 MiTek Industries,Inc.Thu Mar 811:46:49 2018 Page 1 32-s-s ID:OECXcOo9kLVgYt?lKkMWXy67eS-YHOkYc_3zV64rez4GillW3Bd,O_VgGyeYWMAzd?m4 2 0 0 I 4 0 0 7-11-0 I 11-10-0 15-10-0 1 19-10-0 20-10-0 23-6-2 27-10-0 1 9 2-0-0 4-0-0 3-11-0 3-11-0 4-0-0 4-0-0 1-0-0 2-8-2 4-3-14 2-0-0 Scale=1:52.5 Dead Load Den.=1/2 in 1 4x8= 4x4= 1.Sx4 6 27 2a 29 7 a- TA 4x4= 5x5= 30 �- 5.00 12 3x6= 26 v IN 3 m 22 23 25 f9 2 9 01 1010 15 14 13 12 11 3x6= 3x4= 3x4= 5x10 MT20HS=3x6= 3x8= 3x6= ` 32-6-9 32-6-9 - - 11-10-0 t 27-10-04-00-6 0 7-10-0 1 a-o a-oo 6-0-0 Plate Offsets(X,Y)— 12:0-0-10,Edael,(6:0-5-4,0-2-01,f9:0-0-6,Edgel LOADING(psf) SPACING- 2-0-0 CS]. DEFL in (loc) Ildefi Lld PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.66 Ved(LL) -0.39 14 >856 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Ved(TL) -0.91 14-15 >366 240 MT20HS 187/143 BCLL 0.0' Rep Stress Incr YES WB 0.76 Horz(TL) 0.16 9 n/a nla BCDL 10.0 Code FBC2014/fP12007 Matrix-AS Wind(LL) 0.45 14 >750 240 Weight:134lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied. WEBS' 2x4 SP No.3 WEBS 1 Row at midpl 5-12 with 2x4 SP No.3 with 2-I Od(0.131'x3')nails and cross brace spacing of 1640 oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=171410-8-0(min.0-2-0),9=1718/0-8-0 (min.0-2-0) Max Horz2=141(LC 11) Max Uplift2=826(1-C 12),9=826(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All farces 250(lb)or less except when shown. TOP CHORD 2-22=3004/1523,3-22=299211542,3-23=2764/1499,23.24=2764/1499,4-24=2764/1499,4-25=5659/2990,5-25=5659/2990,5-26=3160/1709, 6-26=3115/1728,6-27=-2428/1394,27-28=-2428/1394,28-29=2428/1394,7-29=2428/1394,7-8=2650/1511,8-30=-2713/1501,9-30=2864/1484 661-CHORD 2-15=1243/2687,14-15=2301/4657,13-14=2790/5688,12-13=279015688,11-12=1321/2929,9-11=1198/2531 WEBS 3-15=381/912,4-15=-2078/1173,4-14=511/1100,5-14=341/281,5-12=3043/1618,6-12=624/1240,6-11=7561441,7-11=507/889, 8-11=4061382 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=28ft;eave=4fl;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (directional)and C-C Exterior(2)-2-0.11 to 0.7-13,Intedor(1)0-7-13 to 4-0-0,Extedor(2)4-0-0 to 7-0-0,Intedor(1)11-10-0 to 19-10-0,E xtedor(2)10-10-0 to 22-10-0 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reacfions 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 826 lb uplift at joint 2 and 826 lb uplift at joint 9. 8)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. 9)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 FL LIC,NO:20699 555 S. POMPANO:PKWY. IP+ail111PANO BEACH, FL. 33069 (964)682-6661 Job Truss Truss Type Oty Ply KOTHAKOTA RES 180030 A2 Roof Special 1 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2017 MiTek Industries,Inc.Thu Mar 811:46A9 2018 Page 1 3z-s-s ID:OECXc0o9kLVgYt11KkMVVXy67eS-YHOkYc_3zV64rez4GiI1W3p�5 �ZeYWOvSkd7m4 -2-0.0 6-4-8 10-3-8 14-2-8 17-10-0 20-10-0 22-6-2 27-10-0 -3� 9-10-0 2-0-0 6-4-8 3-11-0 3-11-0 3-7-8 3-0-0 5-3-14 2-0-0 Scale=1:52.5 Dead Load Den.=3/8 in 4x4= 6 4x6= 4x4= 1.5x4 5.00 12 3 3x4= 22 7 2 20 7 2 8 a 9 l? ?l1 O 13 12 11 10 3x6= 3x4= 3x8 MT20HS= 3x4= 3x8= 3x6= 32-6-9 32-6-9 6-4-8 14-2-8 17-10-0 20-8-6 27-10-0 6-4.6 7-10-0 3-7-8 2-10� 7-1-10 Plate Offsets(X Y)— 18:0-0-10 Edoel LOADING(psf) SPACING- 240 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.60 Verl(LL) -0.25 11-13 >999 360 MT20 244/190 TCDL' 15.0 Lumber DOL 1.25 BC 0.93 Verl(TL) -0.66 11-13 >509 240 MT20HS 1871143 BCLL 0.0` Rep Stress Incr YES WB 0.78 Horz(TL) 0.16 8 nla n/a BCDL, 10.0 Code FBC2014frP12007 Matrix-AS Wind(LL) 0.28 11-13 >999 240 Weight:130 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. 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) 2=171210-8-0 (min.0-2-0),8=172010-8-0(min.0-2-0) Max Horz2=168(LC 11) Max Uplift2=827(LC 12),8=825(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP,CHORD 2-20=294911455,3-20=2834/1474,3-21=265211457,4-21=2652/1457,4-5=3727/1964,5-22=2457/1296,6-22=-2398/1314,6-7=-246511330, 7-8=2856/1447 BOT CHORD 2-13=1151/2614,12-13=1575/3446,11-12=157513446,10-11=1677/3733,8-10=1152/2527 WEBS 3-13=2661703,4-13=977/578,4-11=119/355,6-10=78711556,7-10=4651369,5-10=1892/1061 NtOTES- 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=28ft;eave=off;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (directional)and C-C Exterior(2)-2-0-11 to 0-7-13,Interior(1)0-7-13 to&4-8,Extedor(2)648 to 9-4-8,Intedor(1)14-2-8 to 29-10-11 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 827 lb uplift at joint 2 and 825 lb uplift at joint 8. 8)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. i LOAD CASES) Standard tCARL G. FORBES FL L,IC.NO:20699 555 S. POMPANO PK WY.. PAMPANO BEACH, FL. 33069 (954)682.6651 Job Tracs Tn1SsType Oty Ply KOTHAKOTA RES 180030 A5- ROOF TRUSS 1 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print 8.130 s Sep 25 2017 MiTek Industries,Inc.Thu Mar 8 11:46:51201 B Page 1 41 8 13 41 8 ID:OECXcOo9kLVgYt?1KkMVrYK$7ell-VgWUzl?KV6Mo5y7TO7nVbUH?Awi(Zh3HX?gV0'n12dt?8i2 1 2-0=0 7-0--0 I—8-11-0 I -0-0 I--- -14-4-0 ---- -�¢-8r�-------------20-0-0- i 2: 2-0-0 7-0-0 1-11-0 1-1-0 4-4-0 0-4-2 5-3-14 2 Scale=1:35.3 3x4 Dead Load Defl.=1/8 in 1.5x4 II 5 •. 4 1.5x4\\ 5.00 12 3 t 5 1.5x4 11 6 16 1 7 2 9 8 2x4 I I 3x4= 4x4= 5x8= 41-8-13 41-8-13 41-8-13 41-8-13 8-11-0 I 14-4-0 20-0-0 8-11-0 5-5-0 5-8-0 Plate Offsets(X,Y)- f5:0.2-4 0-0-01 f7:0-2-9,Edgel,f9:0-2-12 Edg LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc). Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.09 9-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.24 9-14 >461 240 BCLL 0.0' Rep Stress Incr YES WB 0.13 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-AS Wmd(LL) 0.03 9-14 >999 240 Weight:88 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 82:2x6 SP No.2 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. All bearings 0-6-0 except Qt=length)8=0-8-0. (lb)- Max Horz 2=161(LC 11) Max Uplift All uplift 100 lb or less at joint(s)7 except 2=443(LC 12),9=191(LC 12),8=344(LC 12) Max Grav All reactions 250lb or less atjoint(s)except 7=337(LC 1),2=808(LC 1),9=717(LC 18),8=828(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=626f333,3-4=304/269,4-5=267/278,6-15=334/206,7-16=-293/42 BOT CHORD 2-9=139/479 WEBS 3-9=464/373,6-8=521/372 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 C;Encl.,GCpi=0.18;MWFRS (directional)and C-C Exte6or(2)-2-0-11 to 0-7-13,Interior(1)0-7-13 to 10-0-0,Exterior(2)10-0-0 to 13-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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)Ceiling dead load(5.0 psf)on member(s).4-5,5-6 6)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.8-9 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except Qt=lb)2=443,9=191,8=344. 8)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 10)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD!CASE(S)Standard CARL G, FOR>BES FL LIC.NO:20699 555 S. POMPANO PKWY. PAMPA NO BEACH, FL..33069 (954)652-6651 Job Truss Truss Type Oty Ply KOTHAKOTA RES 180030 A6 Roof Special 1 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2017 MiTek Industries,Inc.Thu Mar 811:46:512018 Page 1 41-8-13 ID:OECX W c0o9kLVgYt?1KkMXy67eS-VgWUzI?KV6Mo5y7707nVbUH_3wGYh� ?r{y30W2,0.2 2-0-0 7-0-0 10-0-0 13-0-0 14-4-0 16-8-0 20-5-8 2-0-0 7-0-0 3.0-0 3-0.0 1-4-0 4-4-0 Scale=1:38.1 4x4= Dead Load Defl.=1/4 in 4 1.5x4\X 3x4 5.00 F12 3 5 4x4= 6x8= 6 7 2 16 e6 1 " 12 11 10 9 8 4x4= 3x8= 3x4= 4x4= 3x10= 3x6= 41-e-13 41-8-13 10-0-0 t 13-0-0 18-9-0 20-5-e 10-0-0 3-0-0 5-8-0 1-9-8 Plate Offsets(X,Y)--I2:0-3-2,Edge1 f9:0-38 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildeft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.16 12-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Ved(TL) -0.45 12-15 >534 240 BCLL 0.0' Rep Stress Incr YES WB 0.82 Horz(TL) 0.07 8 n/a nla BCDL 10.0 Code FBC2014/rP12007 Matrix-AS Wind(LL) 0.13 0-10 >999 240 Weight:99lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS, 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss OTHERS 2x6 SP No.2 erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1327/0-6-0(min.0-1-9),8=1083/Mechanical Max Horz2=194(LC 11) Max Up1ifl2=665(LC 12),8=-453(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1895/946,3-4=1479/801,4-5=14821821,5-6=1989/971,6-7=2258I1039,7-8=9351423 BOT CHORD 2-12=846/1647,11-12=832/1778,10-11=83211778,9-10=1198/2484,8-9=-148/266 WEBS 3-12=4941402,4-12=-485/944,5-12=681/454,6-9=9591563,7-9=997/2163,6-10=742/371 N'dTES- Unbalancedf live s have for s design. 71 (s t)2)Wind: 0;Vult�70mph been considered gusVasd=132mph;TCDL=B.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (directional)and C-C Extedor(2)-2-0-11 to 0.7-13,Interior(1)0-7-13 to 10-0-0,Extedor(2)10-0-0 to 13-0-0,Inteeor(1)18-8-0 to 20-2-12 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 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 100lb uplift atjoint(s)except QI=lb)2=665,8=453. 8)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. 9)Warning:Additional permanent and stability bracing for truss system(not pars of this component design)is always required. LOAD CASE(S)Standard CARL G. FORBES FL L1C. NO:20699 666 S. POMPANO PF+C11 Y. PAMPANO BEACH,CH, FL. 33069 (954)662.6661 Job Tn1ss Truss Type Qty Ply KOTHAKOTA RES 180030 A7 Roof Special 1 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2017 MiTek Industries,Inc.Thu Mar 811:46:52 2018 Page 1 ID:OECXcOo9kLVg-Yt?1KkMVVXy67eS-zs4sBeOyGQU-fi6ifyrkBip6LJW9C I AEUFZ3Uzd?mt a1-B-13 -6- I 7-0-0 9-0-0 1000 1100 1344-4 r 65-112 20 6 V9-84-6-0 -0-0 1-00 . 142 2- .0 2 3 Scale=1:3B.9 Dead Load Defl.=5/16 in 4x4= 5 1.5x4 II 1.5x4 II 5.00 12 4 20 6 q g 4x6= 4 12= 3x8= 7 B 1 1 19 6 a 2 0 14 13 12 11 10 9 161 •c x 8 MT18HS= 48= 4x10= 4x12= 3x6 II 3x4= 3x10 3x44!b0 12 - ' 41-8-13 42-4-13 2-6-0 2 I 7 -0 2-0- I 1 -4-4 I 65123 �0 2-0-5 11 + 010 0--6-0 1 - -0 1 1(24 396 Plate Offsets(X,Y)— f2:0-3-5.0-1-31,f2:0-1-14 0-7-81 (3:0-5.12000110:0-5-8 0-2-01 (14:0-9-0,0-1-121 LOADING(psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.26 13.14 >940 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Ved(TL) -0.59 13-14 >411 240 MT18HS 244/190 BCLL 0.0' Rep Stress Incr YES WB 0.79 Horz(TL) 0.25 9 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-MS Wind(LL) 0.30 13.14 >816 240 Weight:107lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. 130T CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-7-8 cc bracing. WEBS; 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing be installed during truss EV2,W15:2x6 SP No.2,W19:2x4 SP No.2 erection in accordance with Stabilizer Installation guide. OTHERS 2x8 SP DSS REACTIONS. (lb/size) 9=1103/Mechanical,2=1307/0-6-0(min.0-1-8) Max Horz2=197(LC 11) Max Uplift9=458(LC 12),2=660(LC 12) FORCES. (lb)-Max.Camp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-19=1377/695,2-3=4634/2355,3-4=2493/1243,4-5=2513/1385,5-20=-2621/1421,6-20=-2686/1402,6-7=2647/1302,7-21=-3628/1786, B-21=3628/1786;8-9=-964/531,3-14=561/1113 BOT CHORD 13-14=2419/4541,12-13=779/1568,11-12=779/1568,.10-11=1964/3888,9-10=204/348,2-14=-2313/4320 V&BS 4-13=439/359,3-13=2283/1253,5-13=601/1083,7-10=907/501,7-1 1=1509/796,6-111=366/313,5-11=65211226,8.10=1659/3366 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 C;Encl.,GCpi=0.18;MWFRS (directional)and C-C Extedor(2)-2-0-11 to 0-11-5,Interior(1)0-11-5 to 10-0-0,Exterior(2)10-&0 to 13-0-0,Interior(l)16-8-0 to 20-2-12 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 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 Woe will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. B)Bearing atjoint(s)2 considers parallel to grain value using ANSI/rPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to hearing plate capable of withstanding 100 to uplift at joint(s)except Qt=lb)9=458,2=660. 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD'CASE(S)Standard CARS:G. FORBES FL LIC.NO*20699 556 S. POMPANO PKWY. PAMPA NO BENCH, FL. 33069 (95 4}682.6651 Job Tress Truss Type my Ply KOTHAKOTA RES 180030 A7A Roof Special 1 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print 8.130 s Sep 25 2017 MITek Industries,Inc.Thu Mar 811:46:53 2018 Page 1 1 ID:OEC XcOo9kLVgYt?1KkMWXy67eSI-R3eEOzla1)cWKGH rVYpzgvM*9_?EET8-7bxd?m0 41-Ie-13 2-6.0 7-0-0 4-8-0 165112 20-5-8� 200 100 100 3-8-0 1--9-2 3-11-122 Scale=1:39.0 Dead Load Defl.=5/16 in 4x4= 5 3x4 5.00 F12 4 20 4x4= 1.5x4 II 3x10= 6 7 8 3x8= 21 3/y a o 3 19 2 O ?� 14 13 12 11 10 O1 *p x 8 MT18HS= 4x4= 3x4 3x6 3x8= 4x12= = 3x10 3x44!b0 12 41-6-13 42.4-13 20 7-0-0 2-0-0 1 - 1480 1 11695-2I 20-52 1- 1 - 0 800-0 10 112 --8 260 I 4-6-0 I Plate Offsets KY)— R2:0-3.1,0-1-31,f2:0-1-10-7-81 f3:0-6-0 0-0-12t r14:0-9-0 0-1-12) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.73 Verl(LL) -0.24 13-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.55 13-14 >445 240 MT18HS 2441190 BCLL 0.0* Rep Stress Incr YES WB 0.87 Horz(TL) 0.25 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.27 13-14 >898 240 Weight:109 lb FT=20% LUMBER. BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. BOT CHORD 2x4 SP M 30*Except` BOT CHORD Rigid ceiling directly applied or 4-5-2 oc bracing. B4:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss WEBS, 2x4 SP No.3 erection in accordance with Stabilizer Installation guide. OTHERS 2x8 SP DSS REACTIONS. (lb/size) 9=1108/Mechanical,2=131210-6-0(min.0.1-8) Max Horz2=242(LC 11) Max Uplift9 A71(LC 9),2=660(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-19=1384r740,2-3=-4657/2482,3A=2508/1285,4-5=1814/974,5-20=1750/962,6-20=1828/944,6-7=2177/1079,7-21=2177/1079, 8-21=217711079,8-9=-1060/589,3-14=61211125 BOT CHORD 13-14=2619/4583,12-13=1311/2289,11-12=1311/2289,10-11=1511/2807,2-14=2530/4342 VrzBS 5-11=498/1022,6-11=12581743,6-10=840/483,4-13=151/363,3-13=231311319,8-1 0=1 159/2283,4-11=8441541 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(&second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (directional)and C-C Extedor(2)-2-0.11 to 0-11-5,Intedor(1)0-11-5 to 10-0-0,Exterior(2)10-0-0 to 13-0-0,Intedor(1)14-8-0 to 20-3-12 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 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*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)Refer to girders)for truss to truss connections. 8)Bearing atjoint(s)2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ol=lb)9=471,2=660. 10)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 FL LBC,NO:20699 555 S. POMPANO PKWY. PAMPANO BEACH, FL.33069 (954)692-6661 Job Truss Trussrype oty Ply KOTHAKOTA RES 180030 A8 Roof Special 1 1 Job Reference o lional Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2017 MiTek Industries,Inc.Thu Mar 811:46:54 2018 Page 1 ' - 2-6-0 900 1100 2 ID:OECXcOo9kLVgYI?1KkMW_ X_y67eS-vFBdbJ2ColkNyPs23 FLCD7vSV E4gcNhokg7Nzd?m? 2-0-0 a1-e-13 - - I 98 136.5- 20-5-8 1 7-0-0 t 12 -11-12 -6 -0-0 2-0-0 1-2 2- 4 3 ' Scale=1:39.3 Dead Load Defl.=5/16 in 5x5= 4x4= ' 5 22 6 1.5x4 11 4x4= 1.5x4 I I 4x4= 7 8 9 5.00 12 4 21 23 3x8= 0 3 3N m 3 c� v 20 2 0 v( 15 14 12 11 C? ccff o 1 e x 8 MT18HS= 4x8= 13 3x8= 4x10= 3x6 It 3x4= 3x10 3x441b0 12 41-8-13 42-4-13 - 7-0-0 - - 0.0 I 1299 165-12 20-5-8-%0 4-6-0 0 1-- 3-B4221 20 12 3-11-12 Plate Offsets(X,Y)—(2:0-2-13 Edgel f2:0-0-0 0.7-81 f3:0-5-12 0-0-121 f15:0-9-0 0-1-121 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 0.73 Vert(LL) -0.23 14-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.53 14-15 >463 240 MT18HS 2441190 BCLL 0.0' Rep Stress Incr YES WB 0.60 Horz(TL) 0.24 10 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MS Wmd(I-Q 0.27 14-15 >906 240 Weight:115lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. BOT CHORD 2x4 SP M 30'Excepr BOT CHORD Rigid ceiling directly applied or 4-1-15 oc bracing. 134: No.2 SP o. WEBS 2x4 SP IDSS MiTek recommends that Stabilizers and required cross bracing be installed during truss OTHERS 2x8 SP DSS erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1108/Mechanical,2=131210-6-0(min.0-1-8) Max Horz2=272(LC 11) Max Uplift10=576(LC 9),2=659(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-20=1384/819,2-3=4657/2714,3-21=2503/1353,4-21=2387/1370,4-5=2533/1520,5-22=-1788/1046,6-22=1788/1046,6-7=1939/1094, 7-8=15051821 8-23=1505/821 9-23=15 5 2 = —0/8 1,9-10 1070/634,8-15-693/1124 BOT CHORD 14-15=2924/4565,13-14=-1129/1758,12-13=1129/1758,11-12=1313/2180,2-15=2841/4342 WEBS 6-12=285/547,7-12=661/427,7-11=803/503,8-11=386/331,4-14=458/391,5-14=643/977,3-14=2297/1456,9.11=964/1738 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.Opsfi BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (directional)and C-C Exte6or(2)-2-0-11 to 0-11-5,Interior(1)0-11-5 to 9-&0,Exledor(2)9-0-0 to 11-0-0,Interior(1)12-0-8 to 20-3-12 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 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)Refer to girder(s)for truss to truss connections. 8)Bearing atjoint(s)2 considers parallel to grain value using ANS11TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)10=576,2=659. 10)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard CART`":G. FORB1ES Ft LIC.NO:20699 555 S. POMPANO PKWY.. PAMPANO BEACH, FL.33069 (954}682.6651 I _ Job T.vss TrUssType Dty Ply KOTHAKOTA RES 180030 AG1 Common Girder 2 1 Job Reference o gonal Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2017 MiTek Indust�'es Inc.Thu Mar 811:46:55 2018 Page 1 I D:OECXcOo9kLVgYI?l KkMVVXy67eS-NRI?pf2gPi's�REdzsRIKRen)gcdgXwSTDfpzd?m_ -2-0-009 3-0-0 7-0-0 2-0-0 I 2-0-0 I 1-0-0 I 4-0-0 1.5x4 11 Scale=1:20.8 6 3 4x4 4x4= EV2 5.00 F12 T2 3 Wt W3 � � 2 1 1 6• 9 8 7 1 3x4= ri• 6• 1.5x4 11 1.5x4 11 10 1.5x4 II 3x10 II 32-6-9 32-6-9 1-0-0 2-0-0 3-0-0 7-0-0 1-6-0 1-0-0 1-0-0 4-0-0 Plate Offsets(X,Y)— 12:0-2-0,Edgel [10:0-0-4 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.65 Ved(LL) -0.15 7-8 >455 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.19 7-8 >347 180 BCLL 0.0' Rep Stress Incr NO WB 0.16 Horz(TL) -0.00 7 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MP Weight:31 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS. 2x4 SP No.3*Except* 10-0-0 oc bracing:7-8. W5:2x6 SP No.2 M iTek recommends that Stabilizers and required cross bracing be installed during truss serection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=235/Mechanical,10=973/0-8-0(min.0-1-8) Max Horz 10=240(LC 7) Max Uplift7=151(LC 5),10=885(LC 8) I Max Grav7=241(LC 28),10=973(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=291/249 BOT CHORD 2-10=147/296 WEBS 4-9=487/553,3-10=717n36 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 Q Encl.,GCpi=0.18;MWFRS (directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 lost 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 100lb uplift atjoint(s)except Qt=lb)7=1 51,1 0=885. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)313lb down and 486lb up at 2-0.0 on top chord,and 94 lb down and 91 lb up at 2-0-0 on bottom chord. The design/selecfion of such connection device(s)is the responsibility of others. 8)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) ' Ved:1-4=90,4-5=90,5-6=90,7-11=20 Concentrated Loads(lb) Vert:4=-313(F)9-44(F) tCARL G. FORBES FL LIC, NO:20699 655 S. POMPANO PFKWY.. PAMPANO BEACH, FL.33069 (954)682.6651 Job TA1ss Truss Type city Ply KOTHAKOTA RES 180030 AG2 ROOF SPECIAL GIRDER 1 Job Reference o fional Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print 8.130 s Sep 25 2017 MiTek Industries,Inc.Thu Mar 811:46:57 2018 Page 1 32-6-9 ID:OECXcOogkLVgYt?1KkMVVXy67eS-JgtlEL454y6xptbdkOu 1�5bnpNmyKjizd?ly -2-0-0 2-0-0 4-8-89-10-0 13.10-0 17-10-0 21-10-0 24.6-2 27-10-0 9-10-0 2.0.0 -8 4-0-0 4-0-0 2-8-2 3-3-14 Scale=1:52:5 Dead Load Dell.=9/16 in 9 5xB MT18HS= 1.5x4 II 4 8= 4x6 27 12x14= 10x10 MT20HS 11 3x4 5.00 f 12 1.5x4 11 3x6= 7 11 4 W4 5 6 16 1 0 19 13 S vv 12 _ v 01 13Io 22 2B 21 29 20 30 19 18 17 31 16 32 15 14 3x6— 4x14 3x6— 7x8= 4x6= 3x10= 3x4= 2x4 II 3x6— 32-6-9 32-6-9 2-0-0 I 4-8-8 7-1-8 + 9-10-0 13-1%0 17-10-0 21-10-0 24-6-2 27 10-0 2-6-0 2-8-8 2-5-0 2-8-8 4-0-0 4-0-0 4-0-0 2-8-2 3-3-14 Plate Offsets(X,Y)--f3:0-1-12 0-9-41 f6:0-3-4 0-4-01,I8:0-5-12 0-2-81 t10:0-5-4 0-2-01 r18:0-24,0-4-121 t19:0-0-5 0-1-111 t21:0-6-4 0-1-121 122:0-1-12 0-0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.54 19 >621 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -1.10 19 >304 240 MT20HS 187/143 BCLL 0.0` Rep Stress Incr NO WB 0.90 Horz(TL) 0.00 n/a n/a MT18HS 244/190 BCDL 10.0 Code FBC2014/fP12007 Matrix-MS Wmd(LL) 0.67 19 >498 240 Weight:325 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except` TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins. T2:2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x6 SP M 26'Except' B2:2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2560/0-8-0(min.0-1-B),12=3227/0-8-0(min.0-1-14) Max Horz 2=1 0643(LC 1),12=1 0643(LC 1) Max Uplifl2=1494(1-C 8),12=1924(LC 8) Max Grav2=2651(LC 36),12=3227(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All farces 250(lb)or less except when shown. TOP CHORD 2-3=6550/3437,3-4=-10406/5726,4-5=10406/5726,5-6=16640/9115,6-7=13294/7508,7-8=-9621/5585,8-27=-8240/4838,9-27=-8240/4838, 9-10=824014838,10-11=699214122,11-12=-7035/3985 156T CHORD 2-22=4924/2888,22-28=4750/2797,21-28=-475012797,21-29=3235/6036,20-29=-3235/6036,20-30=5435/9923,19-30=5435/9923, 18-19=5517/10050,17-18=992/1724,17-31=-16081804,16.31=1608/804,16-32=-415212219,15-32=4152/2219,14-15=A32712311, 12-14=4327/2311 WEBS 3-22=525/1107.3-21=-257614705,5-21=6564/3647,6-19=701/458,8-17=2088/3863,5-20=-997/1818,10-15=621/1215,11-15=336/221, 6-20=409312428,8-16=1033/568,9-16=384/250,10-16=1133/2122,7-17=4313/2337,7-18=1977/3702,6-18=9037/4914 NOTES- 1)Special connection required to distribute web loads equally between all plies. 2)2-ply truss to be connected together with 10d(0.131`x3')nails as follows: Top chords connected as follows:2x4-2 rows staggered at 0-2-0 oc. Bottom chords connected as follows:2x6-3 rows staggered at 0-2-0 oc. Webs connected as follows:2x4-2 rows staggered at 0.2-0 oc,Except member 21-3 2x4-1 row at 0-9-0 oc,member 4-212x4-1 row at 0-9-0 oc,member 21-5 2x4-1 row at 040 oc,member 19-6 2x4-1 row at 0-9-0 oc,member 17-8 2x4-1 row at 0-9-0 oc,member 5-20 2x4-1 row at 0-9-0 oc,member 15-10 2x4-1 row at 0-9-0 oc,member 15-112x4-1 row at 0-9-0 oc,member 11-14 2x4-1 row at 0-9-0 oc,member 6-20 2x4-1 row at 0-9-0 oc,member 8-16 2x4-1 row at 0-9-0 oc,member 16-9 2x4-1 row at 0-9-0 oc,member 10-16 2x4-1 row at 0-9-0 oc,member 17-7 2x4-1 row at 0-9-0 oc,member 7-18 2x4-1 row at 0-9-0 oc,member 6-18 2x4-1 row at 0-9-0 oc. 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 4)Unbalanced roof live loads have been considered for this design. 5)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=B.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=28ft;eave=oft;Cat.II;Grp C;Encl.,GCpi=0.18;MWFRS (directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 9)`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. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)2=1494,12=1924. 11)Non Standard bearing condition. Review required. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)200lb down and 198lb up at 2-0-0,280lb down and 423lb up at 13-10-0,and 42 lb down and 84 lb up at 17-10-0,and 280 lb down and 423 lb up at 21-10-0 on top chord,and 204 lb down and 198 lb up at 2-0-0,56 lb down and 19 lb(CARL Gy FORBES at 3-1-1,56lb down and 19 lb up at 5-1-1,56 lb down and 19 lb up at 7-1-1,221 lb down and 113 lb up at 7-9-4,789lb down and 480 lb up at 13.10-0.215 lb down anc F, 171 lb up at 15-10-12,109lb down and 76lb up at 17-10-0,and 215lb down and 171 lb up at 19-9-4,and 789 lb down and 480 lb up at 21-9-4 on bottom chord. The NO o 20699 designlselection of such connection device(s)is the responsibility of others. 555 S. P011dIPANO MM. 13)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. PAMPANO BEACH, FL. 83069 LOAD CASE(S) Standard ($ �692.66661 Continued on page 2 i Job Truss Truss Type Qty Ply KOTHAKOTA RES 180030 AG2 ROOF SPECIAL GIRDER 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2017 MiTek Industries,Inc.Thu Mar 811:46:57 2018 Page 2 ID:OECXc0o9kLVgYt?l KkMVVXy67eS-JqlIEL454y6xplbdk0uvdXzlKOc5bnpNmyK)izd?ly LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate I ncrease=1.25 Uniform Loads(plo Vert:1-3=90,3-6=90,6-8=-90,8-10=-90,10-13=-90,2-12=20 Concentrated Loads(lb) Vert:3=65(F)10=84(F)22=79(F)17=789(F)8=84(F)15=789(1`)16=103(17)30=221(F)31=-215(F)32=-215(F) i I i I I CAR ; G. FORBFS PL L C,NO:20699 555 S. POMPANO PF+CWY.. PAMPANO BEACH, F'L. 33069 (954)682-6651 Job Truss Truss Type Oty Ply KOTHAKOTA RES 180030 AG3 Jack-Open Girder 1 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2017 MiTek Industries,Inc.Thu Mar 811:46:57 2018 Page 1 32-6-0 ID:9&_WOo9kLVgYt?lKkMWXy67eS-JgtlEL454y6xptbdkOuvdX8VKVK5pnpNmy[gizd?ly 2-0-0 _ 2.0-0 Scale=1:9.4 2 5.00 12 ?2x4l Tta r 1 61 0° 3 Q° 3x6= 32-OY— 32-6-0 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 1 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.00 5 >999 240 BCLL 0.0' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MP Wind(LL) 0.00 1 >999 240 Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pur ins, except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=201/0-8-0(min.0-1-8),3=241/Mechanical Max Horz 1=59(LC 18) Max Uplift1=75(LC 8),3=93(LC 8) i FORCES. (lb)-Max.Comp./Max.Ten.-All farces 250(lb)or less except when shown. NaTES- 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);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for And loads in the plane of the truss only. For studs exposed to And(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as perANSI/TPI 1. 3)Gable studs spaced at 2-0-0 oc. 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 100 lb uplift at joint(s)1,3. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)255 lb down and 100 lb up at 1-1-1 on bottom chord.The design/selection of such connection device(s)is the responsibility of others. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 10)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:1-2=90,1-3=20 Concentrated Loads(lb) Vert:5=255(F) CARD G. FORBES FL LIC,NO:20699 555 S. POMPANO PKWY. PAMPANO BEACH, FL. 33069 (9 rd)682.6651 Job Truss Truss Type city Ply KOTHAKOTA RES 180030 AG4 Hip Girder 1 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2017 MiTek Industries,Inc.Thu Mar 811:46:58 2018 Page 1 a1 8 13 ID:OECXcOo9kLVgYI?1KkMWXy67eS-o0R7RhSrGEoQ19py~'✓�Jfg6MkITgAHzcQiuFBzd?Ix -2-0-0 3.9.14 7-0-0 10-0-0 13-0-0 16-2-2 20-0-0 22-0-0 2.0-0 3-9-14 3-2-2 3-0-0 3-0-0 3-2-2 3-9-14 Scale=1:39.0 Dead Load Deft.=3/16 in 06= 3x4= c6— 16 4 17 5.00 12 m 4 � 2 6 1 `c 1 10 19 9 20 8 ' 7 o 4x8= 7x6— 5x8 MT20HS= 7x6— 4x8= 41-8-13 41-8-13 3-9-14 7-0-0 10-0-0 13-0-0 16-2-2 1 20-0-0 3-9-14 3-2-2 3-0-0 3-0-0 3-2-2 3.9-14 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Ildell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.88 Vert(LQ -0.15 8-10 >999 360 MT20 244/190 TCDL, 15.0 Lumber DOL 1.25 BC 0:44 Vert(TQ -0.34 8-10 >716 240 MT20HS 187/143 BCLL 0.0' Rep Stress Incr NO WB 0.43 Horz(TL) 0.09 6 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MS Wind(LL) 0.16 8-10 >999 240 Weight:103 lb FT=20% LUMBER. BRACING- TOP CHORD 2x4 SP M 30*Except* TOP CHORD Structural wood sheathing directly applied or 2-4-11 oc pudins. T2:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-8-13 oc bracing. BOT CHORD 2x6 SP M 26 MiTek recommends that Stabilizers and required cross bracing be installed during truss WEBS 2x4 SP No.3 erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=2260/0-6-0 (min.0-1-14),6=2273/0-6-0 (min.0-1-14) Max Horz 2=118(LC 24) Max Uplift2=1060(LC 8),6=1059(LC 8) FORCES. (lb)-.Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TQP CHORD 2-3=4562/1846,3-15=4165/1783,15-16=416511783,4-16=4165/1783,4-17=4193/1782,17-18=4193/1782,5.18=4193/1782,5-6=459511844 BOT CHORD 2-10=1473/4109,10-19=1681/4428,9-19=1681/4428,9-20=1681/4428,8-20=1681/4428,6-8=1495/4139 WEBS 3-10=339/1134,4-10=515/304,4-8=-455/262,5-8=331/1090 ,NOTES. 'T)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=4ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6)'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 100 lb uplift at joint(s)except Qt=lb)2=1060,6=1059. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)203 lb down and 210 lb up at 7-0-0,175 lb down and 207 lb up at 9-0-12, and 175lb down and 207lb up at 10-11-4,and 287 lb down and 326lb up at 13-0-0 on top chord,and 541 lb down and 222lb up at 7-0-0,86lb down at 9-0-12,and 86lb down at 10-11-4,and 541 Ib down and 222 Ib up at 12-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 10)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=90,3-5=90,5-7=-90,2-6=20 Concentrated Loads(lb) Vert:3=175(F)5=-217(F)10=541(F)8=541(1`)15=-175(F)18=175(F)19=-70(F)20=70(1`) GARS, G. FORBES FL LIC.NO, 20699 555 S. POMPANO;RK1r Y. P,AMPA140 S ACH, FL. 32069 (954)682-6661 Job Truss Truss Type Qty Ply IKOTHAKOTA RES 180030 AG5 Half Hip Girder 1 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2017 MiTek Industries,Inc.Thu Mar 811:46:58 2018 Page 1 41-8-13 ID:OECXcOo9kLVgYI?1KkMWXy67eS-o0R7Rh5jrGEoQ19pl5P8Nz�74kggg39zcQiuFBzd?Ix -2-0-0 3-0-0 7-0-0 11-6-7 15-11-1 20-5-8 2-0-0 3-0-0 4-0-0 4.6-7 4-4-11 4-6-7 Scale=1:38.7 Dead Load Dail.=5/16 in 5x14 MT18HS= 1.5x4 II 3x8= 5x8= 18 20 6 TP 6 7 5.00 12 3x8= 3 5 7 '- N C 2 Io v( 13 12 26 11 27 10 28 29 9 30 31 8 to 1 r 4x14 5x18 MT18HS= 6x6= 5x8 MT20HS= 4x10= 3x10 II 2x4 II 4xl0= 3.20 12 41-8-13 42-4-13 2-6-0 -0- 7-0-0 11-6-7 15-11-1 20-5-8 2-6-0 -6- 4-0-0 4-6-7 4-4-11 4-6-7 Plate Offsets(X,Y)—(2:0-7-0,0-1-71 (3:0-5-4 0-0-121 f4:0-10-0 0-1-121 f6:0-3-8 0-1-81 f9:0-3-8 0-2-01 f 12:0-3-0 0-4-01 f13:0-8-12 0-2-81 LOADING(psQ SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.26 12-13 >932 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Ved(TL) -0.59 12-13 >413 240 MT20HS 187/143 BCLL 0.0' Rep Stress Incr NO WB 0.89 Horz(TL) 0.21 8 n/a n/a MT18HS 244/190 BCDL 10.0 Code FBC2014frP12007 Matrix-MS Wind(LL) 0.31 10-12 >793 240 Weight:124lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-0.2 oc purlins, except end verticals. BOT CHORD 2x6 SP M 26'Except' BOT CHORD Rigid ceiling directly applied or 5-5-4 oc bracing. B6:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss WEBS 2x4 SP No.3'Except' erection in accordance with Stabilizer Installation guide, EV2:2x6 SP No.2,W7:2x4 SP No.2 OTHERS 2x8 SP DSS REACTIONS. (lb/size) 8=2286/Mechanical,2=2213/0-6-0(min.0-1-12) Max Horz2=254(LC 18) Max Uplifl8=1010(LC 5),2=-1024(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=7895/3241,3-4=-5495/2283,4-18=5272/2272,.18-19=5272/2272,19-20=5272/2272,20-21=5272/2272,5-21=-5272/2272,5-22=5272/2272, 22-23=527212272,6-23=527212272,6-24=3654/1565,24-25=3654/1565,7-25=3654/1565,7-8=2144/985,3-13=535/1297 &)T CHORD 12-13=3256/7556,12-26=-2259/5138,11-26=2259/5138,11-27=2259/5138,10-27=2259/5138,10-28=1644/3654,28-29=1644/3654, 9-29=1644/3654,2-13=-3197/7367 WEBS 4-12=500/1332,5-10=814/466,6-10=79111812,6-9=1619/812,7-9=172313935,3-12=-2544/1089 NOTES- - 1)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 C;Encl.,GCpi=0.18;MWFRS (directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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 vide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)8=1010,2=1024. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)178 lb down and 161 Ib up at 7-0-0,178 lb down and 159 Ib up at 9-0-12. 178 lb down and 159 lb up at 11-0-12,178lb down and 159 lb up at 13-0-12,1781b down and 1591b up at 15-0-12,and 178 lb down and 159 lb up at 17-0-12,and 178 lb dowri and 159 lb up at 19-0-12 on top chord,and 505 lb down and 250lb up at 7-0-0,52 lb down and 24 lb up at 7-0-12,52 lb down and 24lb up at 9-0-12,52 lb down and 24lb up at 11-0-12,52 lb down and 24lb up at 13-0-12,52 lb down and 24lb up at 15-0-12,and 52 lb down and 241b up at 17-0-12,and 52 lb down and 24lb up at 19-0-12 on bottom chord.The design/selection of such connection device(s)is the responsibility of others. 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 11)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(plQ Vert:1-2=-90,2-4=90,4-7=-90,8-13=20,13-15=-20 Concentrated Loads(lb) Vert:4=178(13)12=553(13=505)19=178(B)21=178(8)22=178(13)23=-178(B)24=178(B)25=178(B)26=49 27=49 28=-49 29=49 30=-49 31=49 CARL G. FORBES FL LIC.NO:20699 555 S. POMPANO PKWY. PAMPANO BEACH, FL. 33069 (954)682.6661 Job Truss Truss Type Qty Ply KOTHAKOTA RES 180030 AG6 Hip Girder 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2017 MiTek Industries,Inc.Thu Mar 811:47:00 2018 Page 1 41 8-4 ID:OECXcOo9kLVgYt?1KkMWXy67eS-kPZusN6zNtUW WSCS09WJYRcl4pG4kB—K1zd?Iv 2-6-0 5-0-10 15.6-10 7-0-0 + 9-4-0 11-3-6 13-10-0 16-4-0 18-4-0 2-6-0 2-6-10 0-6-0 1-5-6 2-4-0 1-11.6 2-6-10 2-6-0 2-0-0 Scale=1:30.2 Dead Load Deft.=Ill in . 5x5 a x6 5.00 12 1.5x4 II = 3x8 2 5 W 2 m 6 5x1B MT18HS- B3 1 23 3x4 13 18 11 19 10 9 8x8 20 = v E& ,r4xl25x6 7x6= 7x8= 2x4 II% 4.00 12 7 2x4 II 41-8-4 41-8-4 1-12-12 2-6-0 5-0-10 6-1 7-0-0 9-4-0 11-3-6 13-10-0 16-4-0 1 iz loa-al 2-s-10 �o-s-o4 { 2-4-0 1-11-s 2-6-16 I 2-s-o ' Plate Offsets(X,Y)— 11:0-6-12,0-0-51 f1:0-2-12 Edgel 16:0 612 Edgel f6:0&9 0 2-21 f10:0 4 0 0-0-121,f11:0-3 0 0-4 121 LOADING(pso SPACING- 240 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL' 30.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.06 10-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.14 10-11 >999 240 MT18HS 2441190 BCLL 0.0' Rep Stress Incr NO WB 0.43 Horz(TL) -0.01 1 n/a n/a BCDL I 10.0 Code FBC20141TP12007 Matrix-MS Wind(LL) 0.07 10-11 >999 240 Weight:313 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3'Except* 10-0-0 oc bracing:1-13 W12,W19:2x6 SP No.2 REACTIONS. (lb/size) 1=6073/0-6-0(min.0-24),6=4023/0-6-0(min.0-1-8) Max Horz 1=12990(LC 1),6=12990(LC 1) Max Uplift1=2630(LC 8),6=1990(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=8205/3659,2-3=9967/4488,3-4=8072/3634,4-5=8587/3836,5-6=5795/2512 BOT CHORD 13-18=2866/1211,11-18=2894/1223,11-19=-5574/2446,10-19=5574/2446,9-10=5211/2524,6-9=3695/1887,1-20=7316/3117, 20-21=6973/2976,1-21=-6960/2977,1-22=2394/5602,13-22=2396/5597,13-23=2676/1216,12-23=2676/1216,6-8=4178/1804 WEBS 3-10=474/1012,4-10=-1328/3024,8-9=3521321,5-8=1394/849,11-12=273/299,2-12=767/384,3-1 1=1 51 213 2 59,5-10=291/142 14 NOTES- 1)Special connection required to distribute bottom chord loads equally between all plies. 2)Special connection required to distribute web loads equally between all plies. 3)3-ply truss to be connected together with 10d(0.131'x3°)nails as follows: Top'chords connected as follows:2x4-2 rows staggered at 0-5-0 oc. Bottom chords connected as follows:2x6-3 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 10-4 2x4-2 rows staggered at 0-4-0 oc,2x6-2 rows staggered at 0-9-0 oc,Except member 11-2 2x6-3 rows staggered at G-4-0 oc. 4)All loads are considered equally applied to all plies,except if noted as front(F)or back(8)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 5)Unbalanced roof live loads have been considered for this design. 6)Wind:ASCE 7-10,Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf,BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 7)Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 10)'This truss has been designed for a live load of 20.0 sf area on the bottom chord in all 9 p s where arectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)Bearing atjoint(s)1,6 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100lb uplift atjoint(s)except Qt=lb)1=2630,6=1990. 13)Non Standard bearing condition. Review required. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)206lb down and 161 lb up at 7-0-0,and 206lb down and 161 lb up at 94-0 on top chord,and 1063lb down and 473lb up at 1-4-12,1083 lb down and 478lb up at 3-4-12,1088 lb down and 491 lb up at 5-6-10,505 lb down and 250lb up at 7-0-0,52lb down and 24 lb up at 7-0-12,1088lb down and 596 lb up at 7-3-4,2266 lb down and 1030 lb up at 9-3-4,and 52lb down and 24 lb up at 9-3-4,and 505lb down and 250lb up at 940 on bottom chord.The design/selection of such connection device(s)is the responsibility of others. 15)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard ,' 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 C i.RL .F RBES Uniform Loads(plf) 20699 Vert:1-3=90,3-4=90,4-6=90,6-7=-90,6-13=-20,15-20=20,20-21=20,17-21=20,13-17=20,6-8=-20 655 S. POMPANO PKWY. PAMP,ANO BEACH, FL.83069 Continued on page 2 Job Truss Truss Type Qty Ply KOTHAKOTA RES 180030 AG6 Hip Girder 1 3 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2017 MiTek Industries,Inc.Thu Mar 811:47:00 2018 Page 2 ID:OECXcOo9kLVgYt?1 KkMWXy67eS-kPZusN6zNlUWgLJBQWScSO9WJYRci4pG4kB_K1zd?Iv LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3==178(F)4=178(F)11=-1088(B)10=2819(F=505,B=2266)18=-1083(B)19=1641(F=-505,6=-1088)20=1063(B) +EARL G. FORBES FL LIC. NO:20699 555 S. POMPANO pF(WY. POMPANO BEACH, PL.. 33(}69 (954)682-6651 Job Truss Truss Type Oty, Ply �KOTHAKOTA RES 180030 EJ2 Jack-Open 3 1 Job Reference o 6onal Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2r AArrek Industries,Inc.Thu Mar 811:47:00 2018 Page 1 32-6-9 ID:OECXcOo9kLVgYt?1KkMWXy67eS-kP7��k�NtUWgLJBOWScSO9WbYVUTAWG4kB—K1zd?Iv -2-0-0 o 2-0-0 2-0-0 Scale=1:11.2 j 3 5.00 12 2 T1 B1 1 A7 3x4= 4 33-4-3 + 32-6-9 32-6-9 2-0-0 2-0-0 Plate Offsets(X Y)— (2:0-0-6 0-0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Joe) I/deft L/d PLATES GRIP TCLL i 30.0 Plate Grip DOL 1.25 TIC 0.58 Verl(LL) 0.00 7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(TL) 0.00 7 >999 240 13CLL 0.0' Rep Stress Irlcr YES WB 0.00 Horz(TL) 0.00 2 nla nla BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Wmd(LL) -0.00 7 >999 240 Weight:10lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puriins. 130T CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=384/0-8-0(min.0-1-8),4=13/Mechanical,3=33/Mechanical Max Horz2=239(LC 12),4=86(LC 12),3=14(LC 1) Max Uplift2=329(LC 12),4=13(LC 1),3=-11(LC 9) Max Grav2=384(LC 1),4=50(LC 12),3=34(LC 17) FLIRCES. (lb)-Max.Camp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;8=45ft;L=24ft;eave=oft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-2-0-11 to 0-7-13, Intedor(1)0-7-13 to 1-11-14 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable studs spaced at 2-0-0 oc. 4)This truss has been designed for a 10.0 lost 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 100 lb uplift at joint(s)4,3 except(jt=lb)2=329. 8)Non'Standard bearing condition. Review required. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard CARL.O: FORBEve. FL LIC. NO:20699 555 S. POMPANO PiC1a Y. PAMPANO BEACH, FL.33069 (964�682.6661 Job Trus's Truss Type Oty Ply KOTHAKOTA RES 180030 EJ6 Jack-Open 2 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 32-6-0 Run:8.130 ID:OECXcOo9kLVgY81Kk s S 4 y -kPZ sN6zNlUWgLJBOWScSO9UFYOP AWG4k1B K1 zd?ly 6-0-0 6-0-p Scale=1:18.3 2 Dead Load Defl.=1/8 in 5.00 F12 8 � 1 0 0 N N 7 N 1 B1 4' 3 3x4= 32-6-0 32-6-0 34-11-10 6-0-0 6-0-0 ' LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.08 3-6 >884 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.21 3-6 >346 240 BCLL 0.0` Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Wind(LL) 0.13 3-6 >538 240 Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No2 BOT CHORD Rigid ceiling directly applied. IMiTek recommends that Stabilizers and required cross bracing be installed during truss in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=327/0-8-0(min.0-1-8),2=237/Mechanical,3=90/Mechanical Max Horz 1=173(LC 12) Max Uplift1=100(LC 12),2=163(LC 12),3=11(LC 12) Max Gravl=327(LC 1),2=237(LC 1),3=112(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0, Intedor(1)3-0-0 to 5-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2),This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3 except Qt=lb)2=163. 6)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 7)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard I ' CARL G. FORBES FL L C.NO:20699 555 S. €'OTt7FANO PIGMY. PAMPA NO 8EACH, FL. 33069 (954)8824651 i Job Truss Truss Type Oty Ply �KOTHAKOTA RES 180030 EJ7 Jack-Open 4 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2017 MiTek Industries,Inc.Thu Mar 8 11:47:012018 Page 1 ID:OECXcOo9kLVgYt?1KkMVVXy67eS-Cb44 BdNHUuOzDzRbhcDykJ1cmPlOwYsTzd?lu .. -2-0-0 41-8-13 7-0-0 - - - —4 I- 2-0-0 7-0-0 3 Scale=1:22.2 Dead Load Defl.=3/16 in 5.00 F12 o 8 o cb 1 N 2 � 6• 1 �' ri• 4 30= i 41-B-13 41-8-13 44-7-7 7-0-0 7-0-0 Plate Offsets(X,Y)—[2:0-0-14 Edgel 1 LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.91 Ved(LL) -0.10 4-7 >818 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Verl(TL) -0.30 4-7 >278 240 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 rile n/a BCDL 10.0 Code FBC2014/iP12007 Matrix-AS Wind(LL) 0.18 4-7 >473 240 Weight:25 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss REACTIONS. (lb/size) 3=2651Mechanical,2=59410-6-0(min.0-1-8),4=90/Mechanical erection in accordance with Stabilizer Installation guide. Max Horz2=293(LC 12) Max Uplift3=175(LC 12),2=334(LC 12) Max Grav3=265(LC 1),2=594(LC 1),4=126(LC 3) i 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=24ft;eave=4ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-2-0-11 to 0-7-13, Interior(1)0.7-13 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)3=175,2=334. 6)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 112'gypsum sheetrock be applied directly to the bottom chord. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard CART*G.FORBES FL LIC. NO:20699 655 S. POMPANO PKWY_ PAMP.ANO BEACH, FL..31069 (954)682-6661 I Job Truss Truss Type Oty Ply KOTHAKOTA RES 180030 EJ7B Jack-Open 1 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print 8.130 s Sep 25 2017 MiTek Indust' Thu Mar 811.47:012018 Page 1 32-6-9 ID:OECXcOogkLVgYt?1KkMWXy67eS-Cb7G3j7b�Ir UuOzDzr?bhfRAglbTPlOwYsTzd?lu -2-0-0 1-4-0 3-11-4 4-11-4 7.0-0 2-0.0 1-4-0 2-7-4 1-0-0 2-0-12 i Scale=1:19.9 I 6 Dead Load Defl.=1/16 in I 4x4= 5x5= 3 4 MW8 s 5.00 12 0 0 N N N N 3 6 1 2 14 9 8 7 1 4x4= p• o. 1.5x4 11 1.5x4 11 10 3x8 It 32-6-9 32-6-9 35-0-3 1-0-0 1-4-0 3.11-4 4-11-4 7-0-0 1-0-0 0-4-0 2-7-4 1-0-0 2-0-12 Plate Offsets(X Y)-f2.0-2-2 Edgel f5.0-2-8 Edgel f10.0-0-4 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.05 9 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.14 8-9 >487 240 BCLL 0.0` Rep Stress Incr YES WB 0.08 Horz(TL) 0.08 6 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-AS Wmd(LL) -0.13 9 >509 240 Weight:30 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. WEBSi 2x4 SP No.3`Except` MiTek recommends that Stabilizers and required cross bracing be installed during truss W6:2x6 SP No.2 erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=90/Mechanical,7=123/Mechanical,10=735/0-8-0(min.0-1-8) Max Horz 1 0=264(LC 12) Max Uplift6=66(LC 12),7=56(LC 9),10=500(LC 12) Max Grav6=90(LC 1),7=130(LC 17),10=735(LC 1) • i FORCES.(lb)-Max.Comp./Max.Ten.-All farces 250(lb)or less except when shown. TOP CHORD 2-3=301/108 BOT CHORD 2-10=-124/347 WEBS 3-10=4141665 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=451t;L=24ft;eave=oft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (directional)and C-C Extedor(2)-2-0-11 to 0-7-13,Interior(1)0-7-13 to 3-11-4,Exterior(2)3-114 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right expbsed;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 100 lb uplift at joint(s)6,7 except(jt=lb)10=500. 8)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2`gypsum sheetrock be applied directly to the bottom chord. 9)Weming:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard CARL G. FORBES FL L$C.NO:20599 555 S. POMPANO PrKWY. P'S41PiPANO BEACH, FL. 33069 (964)682.6861 Job Truss Truss Type Oty, Ply �KOTHAKCITA RES 180030 EJ8 Jack-Closed 1 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2017 MiTek Industries,Inc.Thu Mar 811:47:02 2018 Page 1 -2-0-0 -0-129 6-0-0 ID:OECXcOo9kLVgYt?1KkMVVXy67eS-gnfF�2�DvUlEveTaXxU4XpEsUL6cm3OZX2g5Ovzd?It 2-0-0 6-0-0 1.5x4 11 Scale=1:20.9 Dead Load Deft.=1/8 in 3 • 5.00 12 L EV2 8 1 2 cl 1 ril 1 1.5x4 II 3x4= 12-0-9 12-0.9 6-0-0 6-0-0 LORDING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.05 4-7 >999 360 MT20 244/190 TCDL , 15.0 Lumber DOL 1.25 BC 0.49 Vea(TL) -0.14 4-7 >487 240 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC20141TP12007 MaMx-AS Wind(LL) 0.10 4-7 >689 240 Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied,except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS; 2x4 SP No.3 Mrection in accordance with Stabilizer Installation guide. recommends that Stabilizers and required cross bracing be installed during truss e REACTIONS. (lb/size) 4=289/Mechanical,2=540/1-4-0(min.0-1-8) Max Horz 2=240 LC 11 I Max Uplift4=109(LC 9),2=350(LC 12) FORCES. (lb)-Max.Comp./Max.Ten,-All forces 250(lb)or less except when shown. TOP CHORD 34=243/350 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=241t;eave=oft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exledor(2)-2-0-11 to 0-7-13, Interior(1)0-7-13 to 5-10-4 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 2j 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 chard and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)4=109,2=350. 6)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chard. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard CAR G. FOF BES FL L C.NO, 20699' 565 S. POMPANO iP:KWY.. P2AMPANO REACT, FL.. 33069 (354}682.6651 Job Tnus Truss Type Qty Ply KOTHAKOTA RES 180030 HJ2 Roof Special Girder 2 1 Job Reference(optional) Custom Thus,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2017 MiTek Industries,Inc. 811:47:02 2018 Page 1 ID:OECXcOo9kLV Xy67eS-gngeH28DvUlEveTaXxU4XpEnLL6nn3PZX2g5Ovzd?It -2-9-15 vw 2-9-15 2-9-3 Scale=1:11.0 4 3 a 3.54 12 10 e 3 2 T1 131 4x4= 11 5 A' 3x6 11 6 33-4-9 32-6-5 2-3-9 2-7-11 -9- 2-3-9 0-4-3 -1- Plate Offsets(X,11— f2:0-1-12 Edgel f3:0-0-13 0.2-121,t6:0-1-61-7-101 f6:0-0-0 0-2-121 LOADING(psf) SPACING- 2-0-0 CS]. DEFL in (loc) I/defi Ud PLATES GRIP TCLL 30.0 Plate Grip COL 1.25 TC 0.95 Vert(LL) 0.00 6 >999 360 MT20 244/190 TCDL, 15.0 Lumber DOL 1.25 BC 0.48 Vert(TL) 0.00 6 >999 240 BCLL 1 0.0` Rep Stress Incr NO WB 0,04 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014[rP12007 Matrix-MP Wind(LL) -0.00 6 >999 240 Weight:14lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-5-1 oc bracing. WEBS i 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) 4=436/Mechanical,5=631Mechanical,6=36810-11-5(min.0-1-8) Max Horz4=1683(LC 8),6=1829(LC 8) Max Uplift4=436(LC 24),5=63(LC 1),6=467(LC 6) Max Grav4=441(LC 17),5=87(LC 8),6=368(LC 1) FMCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-1 0=1 75211 6 8 9,3-10=1828/1774,3-4=1738/1711 BOT CHORD 2-11=1658/1829,6-11=-1658/1829 WEBS 3-6=294/316 NbTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable studs spaced at 2-0-0 oc. 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 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 bearing plate capable of withstanding 100 lb uplift at joint(s)5 except Qt=lb)4=436,6=467. 8)Non Standard bearing condition. Review required. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)224 lb down and 390 lb up at 1-4-15 on top chard,and 109 lb down and 79lb up at 1-4-15 on bottom chord. The design/selection of such connection devices)is the responsibility of others. 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 11)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:1-4=90,5-7=20 Concentrated Loads(lb) Vert:10=-224(F)11=40(F) CARE.G. FOiRBES FL L C.NO 20699 655 S. POMPAf' O PF VVY.. PAMPANO 1135AC , FL. 33069 {354}5�32-�651 Job Truss Truss Type Qty Ply KOTHAKOTA RES 180030 HJ3 Diagonal Hip Girder 1 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print 8.130 s Sep 25 2017 MiTek Industries,Inc. 811:47:03 2018 Pagel 32-6-5 ID:OECXc0o9kLVgYt?tKkMVVXy67eS-8_EOU09sgot5Xo2r ?4.tOny51QIVWGim!PfwMzd?Is -2-9-15 _ -- 2-9.3 2-9-15 2-9-3 1 Scale=1:11.1 3 • 8 3.54 F12 02 2 N • W 0 T1 B1 9 4 A* 4x4= 32-6-5 32-6-5 33-4-0 2-9-3 t 2-9-3 i Plate Offsets_(X Y)— 12:0-3-0,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (too) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.04 4-7 >735 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(TL) 0.04 4-7 >844 240 BCLL 0.0' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MP Weight:13lb FT=20% LUMBER. BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=3/Mechanical,2=411/0-10-15 (min.0-1-8),4=78/Mechanical Max Horz 3=195(LC 24),2=577(LC 24),4=237(LC 24) Max Uplift3=71(LC 17),2=412(LC 8),4=169(LC 17) Max Grav3=112(LC 24),2=540(LC 28),4=214(LC 24) FC'RCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=261/230 NOTES- 1;Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=B.Opsf;BCDL=4.Opsf;h=25ft;.B=45ft;L=24ft;eave=4ff;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSlrrPI 1. 3)Gable studs spaced at 2-0-0 oc. 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 chard 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 100 lb uplift at joint(s)3 except Qt=lb)2=412,4=169. 8)Non Standard bearing condition. Review required. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)173 lb down and 178 lb up at 1-4-15,and 173 lb down and 178 lb up at 1415 on top chord,and 122lb down and 119lb up at 1-4-15,and 122lb down and 119lb up at 1415 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 11)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(plo Vert:1-3=90,4-5=20 Concentrated Loads(lb) Vert:8=113(F=57,B=57)9=106(F=53,8=53) +CA,RL.O. FORBES FL LIC.NO:20699 555 S. POMPANO'PKWY. FAMPANO BEAC14, FL.33069 (964}682.6661 I Job Truss Truss Type Cry Ply KOTHAKOTA RES 180030 HJ6 Diagonal Hip Girder 2 1 Job Reference(optional) Custom Truss,Delray Beach FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2017 MiTek Industries,Inc.Thu Mar 811:47:03 2018 Page 1 3i-8-11 32-6-5 ID:OECXcOo9kLVgYt?lKkMWXy67eS-8_E0009sgot5Xo2m5e,�tgt6lPWVU?idPfwMzd?Is -2-9-15 4-6-1 7-0-0 8-5-1 2-9-15 4-6-1 2-5-15 4 Scale=1:22.3 d Load Den.= /16 in 1.5x \ 3 3.54 F12 11 m N_ W 7 N 3 cL 10 2 6 12 13 14 6 3x8= 5 1.5x4\\ 31-8-11 32-6-5 32-6-5 35-0-0 8-5-1 B-5-1 Plate Offsets(X Y)— (2:Edge 0-0-41 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TO 0.63 Ved(LL) -0.18 6-9 >553 240 MT20 244/190 TCDL; 15.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.36 6-9 >276 180 BCLL 0.0' Rep Stress Incr NO WB 0.15 Horz(TL) 0.00 2 n/a n/a BCDL! 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:33lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation quide. REACTIONS. All bearings Mechanical except at=length)2=0-10-15. (lb)- Max Horz 1=663(LC 28),4=216(LC 17),2=958(LC 28),6=333(LC 1) Max Uplift All uplift 100lb or less at joint(s)except 1=337(LC 24),4=179(LC 28),2=289(LC 8),6=421(LC 8) Max Grav All reactions 250 lb or less at joint(s)1,4 except 2=1210(LC 28),6=747(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=173f781,2-10=-427/86,10-11=403/105,3-11=345/119 WEBS 3-6=701/470 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.0psf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=4fl;Cat.II;Ecp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 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 337 lb uplift at joint 1,179 lb uplift at joint 4,289 lb uplift at joint 2 and 421 lb uplift at joint 6. 7)Non Standard bearing condition. Review required. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)176 lb down and 184 lb up at 1-4-15,176 lb down and 184 lb up at 1-4-15 ,54 lb down and 99 lb up at 4-2-15,43 lb down and 57lb up at 4-2-15,and 97lb down and 173lb up at 7-0-14,and 97lb down and 1731b up at 7-0-14 on top chord,and 121,lb down and 120lb up at 1-4-15,121 Ito down and 120 lb up at 1-4-15,25 lb down and 26 lb up at 4.2-15,40 lb down and 3 lb up at 4-2-15,and 50 lb down and 34lb up at 7-0-14,and 50 Ib down and 34 Ib up at 7-0-14 on bottom chord. The designiselection of such connection device(s)is the responsibility of others. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). I LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-8=1 11,4-8=90,5-7=20 Concentrated Loads(lb) Vert:3=-145(1`=73,B=73)10=1 17(F=59,B=59)12=109(F=54,8=54)13=-20(F=3,B=23)14=99(F=50,B=50) FL LIC, NO:20699 555 S. POMPANO PP+CWY., PAMPANO BEAC14, FL.33069 (9"5 682-6661 Job Tnfss Truss Type Oty Ply KOTHAKOTA RES 180030 HJ7 Diagonal Hip Girder 2 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2017 MiTek Industries,Inc.Thu Mar 811:47:04 2018 Page 1 40-10-15 41-8-9 ID:OECXcOo9kLVgYt?1KkMWXy67eS-cAoPik9UR6TyBydzfmWYdE4f_l;wG�M9CTozd?lr I -2-9-15 I 7-0-0 9-10-1 2-9-15 7-0-0 2-10-1 4 Scale=1:24.3 3 % 3 3.54 F12 12 W W3 11 2 ° d 13 14 7 6 d' d 4x4= 1.5x4 11 1.5x4��5 40-10-15 44-7-4 41-8-9 41-8-9 -2-9-1� 7-0-0 9-8-9 9-JO-1 7-0-0 2-8-9 Plate Offsets(X,Y)— (2:0-1-12,Edoel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.14 7-10 >829 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.18 7-10 >652 180 BCLL , 0.0' Rep Stress Incr NO WB 0.21 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MS Weight:42lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CFIORD 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. All bearings Mechanical except(jt=length)2=0-8-2. (lb)- Max Horz4=372(LC 17),2=365(LC 29),6=676(LC 28) Max Uplift All uplift 100 lb or less atjoint(s)4 except 1=143(LC 24),2=216(LC 8),6=203(LC 8) Max Grav All reactions 2501b or less at joint(s)1,4 except 2=938(LC 28),6=525(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-11=-483/53,11-12=448/105,3-12=390/119,3-4=75/397 WEBS, 3-7=0/290,3-6=897/349 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=B.Opsf,BCDL=4.Opsf,,h=25ft;B=4511;L=24ft;eave=oft;Cat.II;Exp C,Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s)4 except(jt=lb)1=143,2=216,6=203. 6)Non Standard bearing condition. Review required. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)176 lb down and 184 lb up at 1-4-15,176 lb down and 184 lb up at 1-4-15 34lb down and 55lb up at 4-2-15,34 lb down and 55 lb up at 4-2-15,and 50lb down and 104 lb up at 7-0-14,and 50 lb down and 104 lb up at 7-0-14 on top chard,and 121 lb down and 120lb up at 1415,121 lb down and 120lb up at 1-4-15,40lb down and 3 to up at 4-2-15,40lb down and 3lb up at 4-2-15,and 45Ib down at 7-0.14,and 45Ib down at 7-0-14 on bottom chord.The design/selection of such connection device(s)is the responsibility of others. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard. 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Unifomt Loads(plf) Vert:1-9=111,4-9=90,5-8=20 Concentrated Loads(lb) Vert:3=11(F=5,13=5)7=-60(F=-30,B=30)11=117(F=59,B=59)13=109(F=54,B=54)14=6(F=3,8=3) CARL G: FORBES FE.L,[C,NO: 20699 PA(11'9PANO BEACH, FL. 33069 (964)682-6651 Job Truss Truss Type Qty Ply KOTHAKOTA RES 180030 HJ7A Diagonal Hip Girder 3 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2017 MiTek Industries,Inc.Thu Mar 811:47:05 2018 Page 1 40-10-15 ID:OECXcOo9kLVgYt?1KkMVVXy67eS-5MMnv4A6CP7pm6C9C31 s 2RzW?DOvl?Ezd?lq -2-9-15 41-8-9 3-5-11 7-0-0 ,- 9-10-1 2-9-15 3-5-11 3-6-5 2-10-1 Scale=1:24.5 5D d Load Defl =1/8 in 3x 4 3.54 F12 15 `� s W4 B3 14 2 x12 5:� O 17 8 7 d r 2x4 11 3x6 ° ° 16 10 9 c o• 1.5x4 II US= 40-10-15 44-7-4 41-8-9 42-4-9 -2-9-1 I 2-1-153 1 3-5-11 I 7-0-0 1 9-8-9 9-10.1 2-9-1 2-1-13 1-3-14 3-6-5 2-8-9 0-1-8- Plate Offsets(X Y)-- 12:Edge 0-0-41 f3.0-0-8 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL' 30.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.18 9 >635 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.33 9 >351 240 BCLL' 0.0' Rep Stress Incr NO WB 0.27 Horz(TL) 0.09 7 nla n/a BCDL; 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) -0.19 9 >611 240 Weight:49lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B3:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss WEBS 2x4 SP No.3 erection in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-8-2. (lb)- Max Horz 1=955(LC 28),5=335(LC 1),2=833(LC 24) Max Uplift All uplift 100 lb or less at joint(s)5 except 1=423(LC 24),2=426(LC 8),7=222(LC 8) Max Grav All reactions 250 lb or less at joint(s)1,5 except 2=1437(LC 28),7=533(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=367/1103,2-14=311/355,3-14=205/287,3-15=9381367,4-15=-8901379,4-5=78/363 BOT CHORD 3-17=51211109,8-17=-51211109,7-8=-512/1109 .WEBS 4-8=140/383,4-7=1239/572,3-10=861269 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;8=45ft;L=24ft;eave=oft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcbrrent 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)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100lb uplift atjoint(s)5 except(jt=lb)1=423,2=426,7=222. 7)Non Standard bearing condition. Review required. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)176lb down and 184lb up at 1-4-15,176lb down and 184 Ib up at 1-4-15 163lb down and 35lb up at 4-2-15,163lb down and 35lb up at 4-2-15,and 98 lb down and 111 lb up at 7-0-14,and 98lb down and 111 lb up at 7-0-14 on top chord,and 121'Ib down and 120lb up at 1-4-15,121 lb down and 120lb up at 1-4-15,and 42 lb down and 66 lb up at 4-2-15,and 52lb down and 52 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 10)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(plo Vert:1-1 2=1 11.5-12=-90,9-11=20,3-6=20 Concentrated Loads(lb) Vert:4=111(F=55,13=55)8=-50 14=1 17(F=59,8=59)15=-B(F=-4,13=4)16=109(F=54,B=54)17=42 CARL G. F©RBES FL LIC. NO:20699 555 S. POMPANO PKWY. PAMPANO BEACH, FL. 33069 I Job Truss Truss Type Dty Ply KOTHAKOTA RES 180030 HJ8 Roof Special Girder 1 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print 8.130 s Sep 25 2017 MiTek Industries,Inc.Thu Mar 811:47:05 2018 Page 1 11-2-11 ID:OECXcOo9kLVgYt?1KkMWXy67eS-5MMnv4A6CP7pm6C9C31vvs0Yz53zOZ?DOvl?Ezd?lq 2-9-15 12-0-5 7-0-0 8-4-5 2-9-15 7-0-0 Scale=1:23.4 1.5x4 1[Dead Load Deft.=3/16 in 4 3x6 0 3 3.54 F12 10 V 2 9 2 11 12 5 3x8= 3x4= 11-2-11 12-0-5 12-0-5 8-4-5 845 Plam Offsets(XY)—f2:0-0-80-0-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.19 5-8 >520 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.38 5-8 >259 180 BCLL 0.0' Rep Stress Incr NO WB 0.14 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MP Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30. TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins,except end verticals. BOT CHORD 2x4 SP 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) 1=43/Mechanical,2=643/1-9-14 (min.0-1-8),5=538/Mechanical Max Horz2=384(LC 29),5=357(LC 30) Max Uplift1=177(LC 24),2=224(LC 8),5=224(1-C 4) Max Gravl=116(LC 17),2=1030(LC 28),5=538(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=519/188,9-10=438/211,3-10=363/225 WEBS 3-5=7121424 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.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)1=177,2=224,5=224. 7)Nan Standard bearing condition. Review required. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)286 lb down and 275 lb up at 1-4-15,286 lb down and 275 lb up at 1415 ,341b down and 55lb up at 4-2-15,34 lb down and 55 lb up at 4-2-15,and 91 lb down and 146 lb up at 7-0-14,and 91 lb down and 146lb up at 7-0-14 on top chord,and 40 lb down and 3lb up at 4-2-15,40lb down and 3lb up at 4-2-15,and 47lb down at 7-0.14,and 47 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 10)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:1-7=1 11,4-7=90,5-6=-20 Concentrated Loads(lb) Vert:3=119(F=60,B=-60)9=184(F=92,B=92)11=6(F=3,B=3)12=66(F=33,8=33) CARL G. FORBFS FL LIC.NO:20699 556 S. POMPANO iPKWY. PAMP.ANO MACH, FL.33069 (364)682-6661 Job Truss Truss Type Oty Ply KOTHAKOTA RES 180030 J1 Corner Jack 10 1 Job Reference o tia Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 201 MiTek Industries,Inc.Thu Mar 811:47:06 2018 Page 1 41-8-13 ID:OECX' 0Oo9kLVgYt?1KkMV�l�Cy1 eS-ZZw970BkzjFgOGnLmnYOitPY4zZhit?8SgeJXhzd?lp 2-0-0 ' 2-0-0 1-0-0 Scale=1:8.9 3 5.00 F12 2 oP 0 0 1 �A a 0 T1 0° 4 4x4= 41-8-13 41-8-13 42-1-7 1-0-0 1-0-0 Pigle Offsets(X Y)— (2.0-1-10 Edgel LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL' 30.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL' 15.0 Lumber DOL 1.25 BC 0.10 Vert(TL) 0.00 5 >999 240 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 nla n/a BCDL, 10.0 Code FBC2014/rP12007 Matrix-MP Wind(LL) -0.00 5 >999 240 Weight:7lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=561Mechanical,2=442/0-6-0(min.0-1-8),4=92/Mechanical Max Horz 3=43(LC 12),2=273(LC 12),4=196(LC 12) Max Uplifl3=56(LC 1),2=-448(LC 12),4=92(LC 1) Max Grav3=91(LC 12),2=442(LC 1),4=127(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 2-4=298/158 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=oft;Cat.It;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except at=lb)2=448. 6)Non Standard bearing condition. Review required. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard CARL O. FORBES FL UCO NO:20999 655 S. POMPANO PKWY. PP►MPANO BEA C.H, FL.33069 t9 9 682.6651 I Job Truss Truss Type Qty Ply KOTHAKOTA RES 180030 J1 B Corner Jack 6 1 Job Reference fo lion Custom Thus,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Pr nt 8.130 s Sep 25 0 7 MiTek Industries,Inc.Thu Mar 811:47:06 2018 Page 1 32.6-9 ID:OECX'OogkkLVgYt?1KkM N7pS-ZZw97QBkzjFgOGnLmnYOifPY4zZhit?BSgeJXhzd?lp -2-0-0 2-0-0 I 1-0-0 Scale=1:8.9 3 5.00 12 2 0 0 0 1 v 0 Ti Q° 4 4x4= 32-6.9 32-6-9 32-11-3 1-0-0 I Plate Offsets X — 2:0-1-10 Ed e 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 0.58 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL i 15.0 Lumber DOL 1.25 BC 0.10 Vert(TL) 0.00 5 >999 240 BCLL 0.0" Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MP Wind(LL) -0.00 5 >999 240 Weight:7 lb FT=20% LUMBER. BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1040 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=56/Mechanical,2=44210-8-0 (min.0-1-8),4=92/Mechanical Max Horz 3=43(LC 12),2=273(LC 12),4=196(LC 12) Max Uplift3=-56(LC 1),2=448(LC 12),4=92(1-C 1) Max Grav3=91(LC 12),2=442(LC 1),4=127(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. SOT CHORD 24=2981158 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.ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;canfilever 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 2)This truss has been designed for a'10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100lb uplift atjoint(s)3,4 except(jt=lb)2=448. 6)Non Standard bearing condition. Review required. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD.CASE(S) Standard I CAR O. FORSES Ft L.IO.NO,20699 656 S.PbMPANO Pf4WY. PAMP.ANO BEACH, FL..81089 (9541682-6661 Job Truss Truss Type Qty Ply KOTHAKOTA RES 180030 J1 C Corner Jack 2 1 Job Reference op Uonal 7 Custom Truss,Defray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 20 MiTek Industries,Inc.Thu Mar 811:47:06 2018 Page 1 ID:OECXcOo9kLVgYt?l KkMWX�9!0-F,,97QBkzjFgOGnLmnYOifPY4zVolt?8SgeJXhzd?lp _2_0_0 { 1_0_0 2-0-0 i-0-0 Scale=1:8.9 3 5.00 F12 2 m 0 0 B1 'A v 0 T1 4 4x4= 1 32-6-9 32-11-3 1-0-0 1-0-0 PI_q(e Offsets(X,Y)—12:0-1-6,Edgel LOADING(psfj SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL: 30.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.00 '7 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.00 7 nlr 120 BCLL 0.0` Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=346/Mechanical,4=52/Mechanical Max Horz3=1006(LC 12),4=1125(LC 12) Max Uplift3=347(LC 12),4=52(1-C 1) Max Grav3=346(LC 1),4=68(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1 76 211 01 8 BOT CHORD 2-4=960/1847 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 C,Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except Qt=lb)3=347. 6)Non Standard bearing condition. Review required. 7)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard i CARL G. FORBES FL LIC.NO:20699 655IS. POMPANO PKWY. PAMPANO BEACH, FL.=69 (954)682-6661 Job Truss Truss Type my Ply KOTHAKOTA RES 180030 J1 D Corner Jack 2 1 Job Reference optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2017 MTek Industries,Inc.Thu Mar 811:47:07 2018 Page 1 -2-0-0 12-o-gID:OECXc0o91L0Vg0Yt?1KkMWXy(j7fS§_NIUXKmCMklNXOPLYKU4FEsxdHMwJRKFIhKOs47zd?lo 2-0-0 1-0-0 Scale=1:8.9 3 I r 5.00 r12 2 d 0 o_ B1 v 0 T1 1 4x6= 4 12.0.9 12-5-3 1-0-0 1-0-0 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 1.00 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Ved(TL) -0.00 2 >999 240 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL, 10.0 Code FBC20141TP12007 Matrix-P Wmd(LL) 0.00 2 "" 240 Weight:7 lb FT=20% LUMBER• BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. B0T CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. IMiTek recommends that Stabilizers and required cross bracing be installed during truss in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=432/1-0-0(min.0-1-8),4=10/1-0.0(min.G-1-8),3=148/1`vlechanical,3=148/Mechanical Max Horz2=118(LC 12) Max Uplifl2=429(LC 12),3=148(LC 1),3=148(1-C 1) Max Grav2=432(LC 1),4=20(LC 3),3=195(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf,h=25ft;B=45ft;L=24ft;eave=2ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)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 1) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSUiPI 1. 3)Gable studs spaced at 2-0-0 oc. 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 100lb uplift atjoint(s)except Qt=lb)2=429,3=148. 8)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASES) Standard I I I i CAR G. F©RBES FL LIC. NO:20899 555 S. POMPANO PKWY. PAMPANO BEACH, FL. 33069 (954)682.6651 i Job Truss Truss Type Oty Ply KOTHAKOTA RES 180030 J3 Corner Jack 4 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2014Mdslo1ndustries,Inc.Thu Mar 811:47:07 2018 Page 1 41813 IDD_OOECXcOo9kLVgYI?1KkMWXy67e�j-lynC ,CMk1NXOPLYKU4FEsxjgMuBRKFIhKOs47zd?lo 2 3 2-0-0 3-0-0 I Scale=1:13.4 3 5.00 F12 7 0 N 2 T1 81 8 4 0• 1 A• 0 3x4= 41-8-13 41-8-13 42-11-7 3-0-0 3-0-0 Rate Offsets KY)— t2:0-0-2,Edgelf2:0-0-2,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.58 Ved(LL) -0.00 4-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.01 4-7 >999 240 BCLL 0.0" Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n1a BCDL 10.0 Code FBC2014/rP12007 Matrix-MP Wmc1(LL) -0.01 4-7 >999 240 Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=79/Mechanical,2=412/0-6-0(min.0-1-8),4=17/Mechanical Max Horz3=27(LC 9),2=230(LC 12),4=54(LC 12) Max Uplift3=38(LC 12),2=311(LC 12) Max Grav3=79(LC 1),2=412(LC 1),4=45(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;8=45ft;L=24ft;eave=oft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extenor(2)-2-0-11 to 0-7-13, Intedor(1)0-7-13 to 2-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.Opsf on the bottom 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except at=lb)2=311. 6)Non Standard bearing condition. Review required. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard CARL C. FORBES FL UC.NO:20599 555 S. POMPANO PKWY. PAMPANO BEACH, FL.. 33069 (364}682-6661 Job Truss Truss Type Oty Ply KOTHAKOTA RES 180030 J3A Corner Jack 6 1 Job Reference o tional Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2013-htiTek Industries,Inc.Thu Mar 811:47:07 2018 Page 1 ID:OECXcOo9kLVgYI?1KkMWXy67&,�_1IV1 lmcMklNXOPLYKU4FEsxjgMuCRKFIhKOs47zd?lo ai a 13 -2-0-0 2-6-0 3-0-0 ' 2-0-0 2-6-0 0-6-0 Scale=1:13.4 4 5.00 F12 3 6 0 B3 0 2x4= N 2 T1 0 5 m B1 0 13 �° 6 Q. 3x4= 42-4.13 41-8-13 42-11-7 2-6-0 2-6-0 Pl�.e Offsets(X,Y)— 12:0-0-10,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL' 30.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.01 6 >999 360 MT20 244/190 TCDL; 15.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.03 6 >999 240 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014[rP12007 Matrix-MP Wind(LL) -0.01 6 >999 240 Weight:14lb FT=20% LUMBER. BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. IMiTek recommends that Stabilizers and required cross bracing be installed during truss in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=81/Mechanical,2=408/0-6-0 (min.0-1-8),5=38/Mechanical Max Horz4=142(LC 12),2=316(LC 12),5=287(LC 3) Max Uplift4=-12(LC 9),2=305(LC 12),5=24(LC 12) Max Grav4=82(LC 17),2=408(LC 1),5=38(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=43/264 BOT CHORD 3-5=517/85 `NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;8=45ft;L=241t;eave=4ft;Cat.ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-11 to 0.7-13, Intedor(1)0-7-13 to 2-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of w[thstanding 100 lb uplift at joints)4,5 except✓jt=lb)2=305. 6)Non Standard bearing condition. Review required. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard CARL(. 0ORBES FL LIC.NO*20699 555 S. POMPANO PK WY.. PAMPANO BEACH, FL.33069 (95 )682.5651 Job Truss Truss Type Qty Ply KCITHAKCITA RES 1 B Corner k 1 80030 J3 C Jac 3 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2017Jtibpp Industries,Inc.Thu Mar 811:47:08 2018 Page 1 32-6-9 ID:OECXc0 9kLVgYt?1KkMWXy67eSy4_�a6C_VKVNdZwkuCbUn4UtamEQAnVRvz70cZzd?In i -2.0-0 2-0-0 3-0-03-0-0 Scale=1:13.4 3 5.00 12 r 0 N 2 T1 B1 8 4 1 A' 3x4= 32-6-9 32-6-9 33-9-3 3-0-0 3-0-0 Plate Offsets(X,Y)— (2:0-0-2 Edgel LOADING(psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Lld PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.00 4-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Ved(TL) -0.01 4-7 >999 240 BCLL' 0.0' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL, 10.0 Code FBC2014/rP12007 Matrix-MP Wmd(LL) -0.01 4-7 >999 240 Weight:13lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=80/Mechanical,2=411/0-8-0(min.0-1-8),4=17/Mechanical Max Harz 2=176(LC 12) Max Uplift3=39(LC 12),2=310(1-C 12) Max Grav3=80(LC 1),2=411(LC 1),4=45(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All farces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;8=45ft;L=24ft;eave=oft;Cat.ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-2-0-11 to 0-7-13, Interior(1)0.7-13 to 2-114 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2•0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide niechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except at=lb)2=310. 6)Waining:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard FL LIC.NO:20699 555 S. POMPANCWl;l Y. PAMPANO BEACH, FL.31069 (954)682-6651 Job Truss Truss Type Qty Ply �KOTHAKCITA RES 180030 J3D Corner Jack 2 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 12-0-9 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 20171MibO Industries,Inc.Thu Mar 811:47:08 2018 Page 1 ID:OECXcOo9kLVgYt?1KkMVVXy67eS-rV 4%%�y6C VKVNdZwkuCbUn4UtamEOAnVRvz70cZzd?In -2-0-0 3-0-0 T3 -3 2-0-0 3-0-0 Scale=1:13.4 3 5.00 F72 r o N 2 T1 B1 8 4 3x4= 12-0-9 12-0-9 13-3-3 2- 3-0-0 2- 2-10.0 Plate Offsets(X,Y)— 12:0-0-2,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.00 4-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.01 4-7 >999 240 BCLL' 0.0' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MP Wind(LL) -0.01 4-7 >999 240 Weight:13lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=79/Mechanical,2=412/0-8-0(min.0-1-8),4=17/Mechanical Max Horz 3=27(LC 9),2=230(LC 12),4=54(1-C 12) Max Uplift3=38(1-C 12).2=311(LC 12) Max Grav3=79(LC 1),2=412(LC 1),4=45(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-2-0-11 to 0-7-13, Interior(1)0.7-13 to 2-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=311. 6)Non Standard bearing condition. Review required. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard CARS:G. FORBES FL L.LC.NO:20699 555 S.. POMPANO PKWY.. PAMPA NO BEAC H, FL.33069 (954}682-6651 Job TMs Truss Type aty Ply KOTHAKOTA RES 180030 J3X Corner Jack 1 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 PrIWV90 s Sep 25 2017 MiTek Industries,Inc.Thu Mar 811:47:09 2018 Page 1 32-s-o ID:OECXcgg?AL�/8Yt?lKkMWXy67eS-z8blISDcGedEFtIVwRv6jKH09yAaEvElb8dtz8?zd?Im 3-0-0 r 3-0.0 Scale=1:11.7 2 5.00 F12 T1 n 0 N 1 B1 Q• 3 A• • 2x4= 32-6-0 32-6-0 33-8-10 3-0-0 3-0-0 OADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TOLL' 30.0 Plate Grip DOL 1.25 TC 0.16 Verl(LL) -0.01 3-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.01 3-6 >999 240 BCLL' 0.0' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MP Wind(LL) 0.01 3-6 >999 240 Weight:9 lb FT=20% LUMBER- BRACING• TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=162/0-B-0(min.0-1-8),2=110/Mechanical,3=51/Mechanical Max Horz 1=86(LC 12) Max Uplift=49(LC 12),2=75(LC 12),3=11(LC 12) Max Grav1=162(LC 1),2=11O(LC 1),3=57(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf,,h=25ft;B=45ft;L=24ft;eave=oft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;canliieverleft and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 '2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100lb uplift atjoint(s)1,2,3. 6)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard I FL L1C.NO:20699 555 S. POMPANO PKWY- PAMPAN0 BEACH, FL.33069 (954j 682-6651 Job Truss Truss Type Ory Ply KOTHAKOTA RES 180030 J5 Corner Jack 4 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2017 M' Iyqustries,Inc.Thu Mar 811:47:09 2018 Page 1 -2-0-0 41-8-13 5-0-0 ID:OECXcOo9kLVgYl7lKktvlWXy67e bTDcGedEFjVwRv6jKH03dAXHvElb8dtz8?zd?lm 2-0-0 5-0-0 Scale=1:17.9 3 5.00 rl2 • � N N O 1 a r 2 131 4 t1 3x4= • 41-8.13 41-8-13 43-9-7 5-0.0 5-0-0 Plate Offsets(X,Y)— f2:0-0-14 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.02 4-7 >999 360 MT20 2441190 TCDL i 15.0 Lumber DOL 1.25 BC 0.36 Ved(TL) -0.07 4-7 >887 240 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a We BCDL 10.0 Code FBC2014[TP12007 Matrix-AS Wind(ILL) 0.05 4-7 >999 240 Weight:19lb 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 3=129/Mechanical,2=54110-6-0(min.0-1-8),4=58/Mechanical Max Horz3=117(LC 17),2=190(LC 12),4=29(LC 12) Max Uplift3=79(LC 12),2=344(LC 12) Max Grav3=129(LC 1),2=541(LC 1),4=87(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=B.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-11 to 0-7-13, Interior(1)0-7-13 to 4-114 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 alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except Qt=lb)2=344. 6)Non Standard bearing condition. Review required. 7)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. 8)Warning:Additional permanent and stability bracing for truss system(not pad of this component design)is always required. LOAD CASE(S) Standard I I I CARS G: FORBES FL LIC.NO:20699 555 S.Pt3MPANO pFClf Y.. PAMPA140 BEACH, FL 33069 (9641682.6651 Job Truss Truss Type Oty Ply KCITHAKCITA RES 180030 J5A Corner Jack 6 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2017 T&_ dustries,Inc.Thu Mar 811:47:09 2018 Page 1 ID:OECXcOo9kLVgYt?1KkMVVXy6 IISDcGedEFIUwRv6jKH03dAYRvElbgdtzB?zd?lm 2-0-0 41-8-13 2-6 0 5-0-0 §- 2-0-0 2.6-0 2-6-0 Scale=1:17.9 4 5.00 F12 r m o 3 d 1 B3 a C:�A3x4 3x4= 06 81 06 = 42-4-13 41-8-13 43-9.7 2-6-0 260 { PWe Offsets KY)— 12:0-0-14,Edgel LOADING(pso SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL: 30.0 Plate Grip DOL 1.25 TC 0.56 Vea(LL) -0.01 6 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.03 6 >999 240 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Wind(LL) 0.02 5-12 >999 240 Weight:20lb 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=183/Mechanical,2=51210-6-0 (min.0-1-8),5=53/Mechanical Max Horz4=139(LC 1),2=373(LC 3),5=493(LC 3) Max Uplift4=71(LC 12),2=323(LC 12),5=11(LC 12) Max Grav4=183(LC 1),2=512(LC 1),5=60(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=593/400 BOT CHORD 3-5=8211634 NOTES- 1)Wind:ASCE 7-10;Vul1=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;8=45ft;L=24ft;eave=4ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-2-0-11 to 0-7-13, Intedor(1)0-7-13 to 4-114 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jl=lb)2=323. 6)Non Standard bearing condition. Review required. 7)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 11T gypsum sheetrock be applied directly to the 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 CARL G. FORBES FL,LIC,NO:20699 555 S. POMPANO PK VY.. PAMPANO B ACH, FL.3 969 (9541682.5651 Job Truss Truss Type city Ply KOTHAKOTA RES 180030 J5B Corner Jack 1 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2017 M r4ustries,Inc.Thu Mar 811:47:10 2018 Pagel 32-6-9 ID:0ECXcOo9kLVgYI?lKkMVVXy67ej ( ynEFlyl5tt46?cdzsVZENaWeh?kNHcWgSzd?II -2-0-0 5-0.0 ' 2-0-0 5-0-0 Scale=1:17.9 3 5.00 Fl2 o � N O 1 a 2 81 4 3x4= 32-6-9 32-6-9 34-7-3 5-0-0 5-0.0 Plate Offsets(X Y)—(2:0414 Edoel LOADING(lost) SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL; 30.0 Plate Grip DOL 1.25 TC 0.56 Ved(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL' 15.0 Lumber DOL 1.25 BC 0.37 Verl(TL) -0.07 4-7 >878 240 BCLL 0.0` Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a nla BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Wlnd(LL) 0.06 4-7 >999 240 Weight:19 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=175/Mechanical,2=495/0-8-0(min.0-1-8),4=58/Mechanical Max Horz2=235(LC 12) Max Upltft3=110(LC 12),2=313(LC 12) Max Grav3=175(LC 1),2=495(LC 1),4=87(LC 3) FORCES. (lb)-Max.Camp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Fxtedor(2)-2-0.11 to 0-7-13, Intedor(1)0.7-13 to 4-114 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)3=110,2=313. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard I CARL G. FORBES FL LI C.NO:20699 565 S.POMPANO PK VY. PAMPANO BBACW, FL.33060 {3 �692-6661 Job Truss Truss Type Oty Ply KOTHAKOTA RES 180030 IJ5D Corner Jack 2 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 1 P-0-9 Run:8.130 s Sep 25 2017 Pdnt:8.130 s Sep 25 2017 Mi ustdes,Inc.Thu Mar 811:47:10 2018 Page 1 ID:OECXcOo9kLVgYt?1KkMWXy67e�W ynEF1yl5tt46?cdzsVZENatNeh?kNHcWgSzd?II -2-0-0 5-0-0 2-0-0 5-0-0 Scale=1:17.9 3 5.00 FIT o O N N O 1 N 2 B1 e• 4 3x4= 12-0-9 12-0.9 14-1-3 2- 5-0-0 2- 4-10-0 Plate Offsets(X Y)—f2:0-0-14 Edgel LOAUING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.56 Ved(LL) -0.02 4-7 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.07 4-7 >878 240 BCLL, 0.0' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-AS Wind(LL) 0.06 4-7 >999 240 Weight:19lb 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=175/Mechanical,2=495/0-8-0(min.0.1-8),4=58/Mechanical Max Horz2=235(LC 12) Max Uplift3=110(LC 12),2=-313(LC 12) Max Grav3=175(LC 1),2=495(LC 1),4=87(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-2-0-11 to 0-7-13, ' Interior(l)0-7-13 to 4-114 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100lb uplift at joint(s)except(jt=lb)3=110,2=313. 6)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. 7)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard CARLG. FORSES FL LIC. NO:20699 5555 S. POMPANO PKWY.. PAMPANO BEACH, FL.33069 (9641682-6661 i Job Truss Truss Type aty Ply KOTHAKOTA RES 180030 J5X Corner Jack 2 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 sag-�5 2017 MiTek Industries,Inc.Thu Mar 811:47:10 2018 Page 1 32-6-0 ID:OECXcOo9kLVgY�?,I k_ WXy67eS-RK9gynEFlyl5ft46?cdzsVZFCargeh?kNHcWgSzd?II 5-0-0 5-0-0 Scale:3/4"=1' 2 5.00 F12 7 T7 N O ' N 1 Bl r1' 3 2x4= 32-6.0 32-6-0 34-6-10 5-0-0 5-0-0 Plate Offsets-(X Y)— f1:0-0-2 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.51 Ved(LL) -0.04 3-6 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Ved(TL) -0.10 3-6 >580 240 BCLL: 0.0' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a nla BCDL 10.0 Code FBC2014ITP12007 Matrix-AS Wind(LL) 0.07 3-6 >798 240 Weight:16lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=272/0-8-0(min.0-1-8),2=1941Mechanical,3=77/Mechanical Max Horz 1=144(LC 12) Max Uplift1=83(LC 12),2=134(LC 12),3=-11(LC 12) Max Gravl=272(LC 1),2=194(LC 1),3=94(LC 3) 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=24ft;eave=oft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0, ` Intedor(1)3-0-0 to 4-114 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100lb uplift at)oint(s)1,3 except Qt=lb)2=134. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard CARL O. FORBES FL LIO.NO:20699 565 S. POMPANO PKWY. PAMPANO BEA►CN, FL.. 33069 (964}682-6661 Job Truss Truss Type Oty Ply KOTHAKOTA RES 180030 J5Y Corner Jack 1 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:6.130 s Sep 25 2017 Print:8.130 sag-:5 2017 MiTek Industries,Inc.Thu Mar 811:47:112018 Page 1 32-6-0 ID:OECXcOogkLVgYg3� l_( y67eS-vWj2A7FtnFVUlfJZK8CPi60y—A3NBFtcxM4Duzd7lk 5-0-0 5-0-0 Scale:3/4'=1' 2 5.00 F12 7 T1 N �N OO N 131 3 a 2x4= 32-6-0 32-6-0 34-6-10 5-0-0 5-0-0 Plate Offsets(X Y)— t1:0-0-2,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.04 3-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Ved(TL) -0.10 3-6 >580 240 BCLL, 0.0' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-AS Wlnd(LL) 0.07 3-6 >798 240 Weight:16lb 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=272/Mechanical,2=194/Mechanical,3=77/Mechanical Max Horz 1=144(LC 12) Max Uplift1=83(LC 12),2=134(LC 12),3=11(LC 12) Max Gravl=272(LC 1),2=194(LC 1),3=94(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;Ecp C;Encl.,GCpi=0.18;MWFRS(directional)and G-C Exterior(2)0-0-0 to 3-0-0, Interior(1)3-0-0 to 4-114 zone;cantilever left and right exposed;end vedical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib uplift at joint(s)1,3 except Qt=lb)2=134. 6)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheelrock be applied directly to the bottom chord. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard CARL 0. FORBES FL L1C. NO:20699 655 S. POMPANO:PIiWY- PAMPANO BEACH, FL. 33069 (964)682-6651 Job Truss Truss Type Qty Ply KOTHAKOTA RES 180030 J7A Jack-Open 9 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print 8.130 s Sep 25 2017 MiTek Industries,Inc.Thu Mar 811:47:112018 Page 1 41-e-13 ID:OECXcOo9kLVgYI?1KkMWXy67e§_Vl'�7FtnFtyUlfJZK8CPi6P7_6kN8FtcxM4Duzd?Ik -2-0-0 2-6-0 7-0-0 2-0-0 2-6-0 4-6-0 Scale=1:22:2 4 Dead,Load Defl.=1/16 in 5.00 F12 n ' N O 13 0 1 a 3 2 Im p c' 6 1 0' o• 3x4= 42-4-13 41-8-13 44-7-7 2-6-0 2-6-0 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.05 5-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.12 5-12 >702 240 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL , 10.0 Code FBC2014frP12007 Matrix-AS Wind(ILL) 0.07 5-12 >999 240 Weight:26lb 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=268/Mechanical,2=631/0-6-0 (min.0-1-8),5=69/Mechanical Max Horz4=171(LC 1),2=824(LC 1),5=995(LC 1) Max Uplift4=127(1_C 12),2=366(LC 12),5=-4(LC 12) Max Grav4=268(LC 1),2=631(LC 1),5=92(LC 3) 'FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1024/683 BOT CHORD 3-5=1253/926 f NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=S.Opsf,,BCDL=4.Opsf;h=25ft;8=45ft;L=24ft;eave=4ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-11 to 0-7-13, Interior(1)0-7-13 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0lost bottom chard 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 chard and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except Qt=lb)4=127,2=366. 6)Non Standard bearing condition. Review required. 7)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 11T gypsum sheetrock be applied directly to the 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 CARL O.FORBES FL LIC,NO:20899 656 5..POMPANO RKWY. PAMPANO 815ACH, FL.33069 (9.54)682-6651 Job TnrJs Trussrype Qty Ply KOTHAKOTA RES 180030 A2 Roof Special 1 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2017 Mirek Industries,Inc.Thu Mar 811:46:49 2018 Page 1 r 2 ID:OECXcOo9kLVgYt?1KkMWXy67IeS•YHOkYc_3zV64rez 4GillW3- - 77F- ,2Z-eY-0WO-SAzd?m4 -2-0-032-s-s 6-4-8 10-3-8 142- 17-10-0 230.100 2262 27-10 -10-0 31 90I 3-0-0 6-4-8 5-3-14 Scale=1:52.5 Dead Load Dan.=3/8 in 4x4= 6 4x6= 4x4= 5.00 12 1.5x4 3 = 22 3x4 7 2Wi 20 � VVI , 2 e C 01 9 16 13 12 11 10 3x6= 3x4= 3x8 MT20HS= 3x4= 3x8= 3x6= ` 32-6-9 32-6-9 6-4-e I 14-2-e I 17-10-0 I 20-8-6 I 27-10-0 6-4-8 7-10-0 3-7-8 2-10-6 7-1-10 Plate Offsets(X,Y)—f8:0-0-10,Edgel LOAING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Weil L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.25 11-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Ved(TL) -0.66 11-13 >509 240 MT20HS 187/143 BCLL 0.0` Rep Stress Incr YES WB 0.78 Horz(TL) 0.16 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Wind(ILL) 0.28 11-13 >999 240 Weight:130lb 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. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss REACTIONS. (lb/size) 2=171214.8-0(min.0-2-0),8=172010-8-0(min.0-2-0) erection in accordance with Stabilizer Installation guide. Max Horz2=168(LC 11) Max Uplift2=827(LC 12),8=825(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-20=2949/1455,3.20=2834/1474,3-21=2652/1457,4-21=2652/1457,4-5=3727/1964,5-22=-2457/1296,6-22=-2398/1314,6-7=2465/1330, 7-8=2856/1447 BOTCHORD 2-13=1151P1614,12-13=1575/3446,11-12=1575/3446,10-11=1677/3733,8-10=115212527 WEBS 3-13=266/703,4-13=977/578,4-11=119/355,6-10=787/1556,7-10=-465/369,5-10=1892/1061 NeTES- 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=2511;B=45ft;L=26ft;eave=oft;Cat.11;Exp C;Encl.,GCp1=0.18;MWFRS (directional)and C-C Exterior(2)-2-0-11 to 0-7-13,Intedor(1)0-7-13 to 6-4-8,Extedor(2)6-4-8 to 948,Interior(l)14-2-8 to 29-10-11 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 827lb uplift at joint 2 and 825lb uplift atjoint 8. 8)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. 9)Waning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard CARL G.FORBES FL LIC.NO:20699 555 S. POMPANO PKWY.. PAMPANO BEACH, FL,. 33069 (964)682.6651 Job Tress Truss Type oty Ply KOTHAKOTA RES 180030 A3 Common 1 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print 8.130 s Sep 25 2017 MiTek Industries,Inc.Thu Mar 811:46:50 2018 Page 1 a1-6-13 41_pp_ ID:OECXcOo9kLVgYt?1KkMWXy67eS-1Uy6my?ikoExToYGgQGG2HR40VOzycpomAmT_czd?m3 -2-0-0 7.0•0 9.0.0 11-0-0 l3'-�-0 15-2-2 20.0-0 22-0-0 2-0-0 7-0-0 2-0-0 2-0-0 2-0-0 2-2.2 4-9-14 2-0-0 Scale=1:39.0 Dead Load Defl.=3/16 in 4x4= 4x4= 4 19 20 5 1.5x4\\ 1.5x4 5.00 12 3 6 18 21 v 5 2 7 << I< ee e 3x4= 3x4= 4x4= 11 10 9 4x4= 3x6= 41-8-13 41-8-13 41-8-13 9-0-0 11-0-0 �1-8-4 20-0-0 I 9-0-0 2-0-0 o-6-0 8-4-0 ' LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.56 Vert(L-) -0.10 9-17 >999 360 MT20 244/190 TCDL, 15.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.27 9-17 >406 240 BCLL 0.0` Rep Stress Incr YES WB 0.14 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-AS Wind(ILL) 0.03 9.17 >999 240 Weight:89lb 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. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation quide. REACTIONS. All bearings 0-6-0 except Qt=length)11=6-0-0,9=6-0-0. (lb)- Max Horz2=144(LC 11) Max Uplift All uplift 100 lb or less at joint(s)except 2=404(LC 12).1 1=-242(LC 12),9=242(LC 12),7=404(LC 12) Max Grav All reactions 250 lb or less at joint(s)except 2=685(LC 21),1 1=626(LC 1),9=626(LC 1),7=685(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOe CHORD- 2-18=309/176,7-21=309/157 BOT CHORD 10.11=19W22,9-10=191/322 WEBS 3-11=4911454,6-9=491/454 NOTES- lrOnbalanced 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.Opsfi h=25fl;B=45ft;L=24ft;eave=oft;Cat.Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-11 to 0-7-13, Interior(1)0-7-13 to 9-0-0,Exterior(2)9-0-0 to 11-0-0,Intedor(1)15-2-15 to 22-0-11 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 chard and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 404 lb uplift at joint 2,242 lb uplift at joint 11,242 lb uplift at joint 9 and 404 lb uplift atjoinl7. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the 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 CARL.C9. FORBES FL L,IC.NO:20699 555 S.POMPANO PK1tWY. PAMPANO BEACH, FL. 83069 (854)882-6661 Job Tess Truss Type aty Ply KOTHAKOTA RES 180030 A4 ROOF TRUSS 1 1 Job Reference(optional) Custom Truss,Delray Beach,FL 33444 Run:8.130 s Sep 25 2017 Print:8.130 s Sep 25 2017 MiTek Industries,Inc.Thu Mar 811:46:50 2018 Page 1 41-e-13 a1-e- ID:OECXcOo9kWgtrA?g<kMWXy67eS-1Uy6mylikoExToYGgQGG2HkgM8lyclomAmT_czd7m3 -2-0-0 7-0-0 8-11-0 ��-0-0 14-4-0 1 -8 2 20-0-0 22-0-0 2-0-0 7-0-0 1-11-0 1-1-0 4-4-0 4- 5-3-14 2-0-0 Scale=1:38.5 Dead Load Defl.=1/8 in 3x4 1.5x4 11 5 4 1.5x4\\ 5.00 12 3 16 1.5x4 11 6 Bi 2 7 iv 1 er rr r r rr 8 Io e e r r e e e 10 92x4 11 4x4= 4x4= 5x8= 41-8-13 41.8-13 41-8-13 41-8-13 8-11-0 14-4-0 20-0-0 8-11-0 5-5-0 5-8-0 Plate Offsets(X,Y)-- 15:0-2-4,0-0-01 f10:0-2-12,Edgel LOAOING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.56 Ved(LL) -0.09 10-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.24 10-13 >463 240 BCLL 0.0' Rep Stress Incr YES WB 0.13 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2014/iP12007 Matrix-AS Wind(LL) 0.03 10-13 >999 240 Weight:91 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied. 82:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss WEBS 2x4 SP No.3 erection in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-6-0 except Qt=length)9=0-8-0. (lb)- Max Horz2=157(LC 10) Max Uplift All uplift 100 lb or less at joint(s)except 2=454(LC 12),10=187(LC 12),9=275(LC 12),7=343(LC 12) Max Grav All reactions 250 lb or less at joint(s)except 2=811(LC 1).10=723(LC 18).9=785(LC 19),7=568(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=635/347,3-4=313/283,4-5=275/289,5-16=239/251,6-16=341/218,6-7=306175 BOT CHORD 2-10=104/487 WEBS 3-10=464/376,6-9=508/363 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)-2-0-11 to 0.7-13,Interior(1)0-7-13 to 10-0-0,Exterior(2)10-0-0 to 13-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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)Ceiling dead load(5.0 psf)on member(s).4-5,5-6 6)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to roam.9-10 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 454 lb uplift at joint 2,187lb uplift at joint 10,275 lb uplift at joint 9 and 343 lb uplift at joint 7. 8)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 10)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S)Standard CARL G. FORBES FL LIC.NO:20699 555 S. POMPANO PKWY. PAMPANO BEACH, FL,.33069