HomeMy WebLinkAboutTruss Drawing Project Information:
Customer. Job Number.
SOLTY PLUMBING 170465
Job Name:
cusroMrauss CESPEDES RES. -PAVILLION
1890 W. ATLANTIC AVE Address:
DELRAY BEACH, FL 33444 C24 CANAL ROAD
954-786-8800 City,sr,ZIP:
FT. PIERCE,
General Truss Engineering Criteria & Design Loads
Building Code and Chapter: Computer Program Used:
FBC2014/TP12007 MiTek Version: 8.02 Nov 18 2016
Gravity: Gravity.
55.0 psf ROOF TOTAL LOAD N/A
Wind
170 mph from MWFRS(Directional)/C-C hybrid Wind ASCE 7-10
This package includes a Truss Index Sheet and 8 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.
Delegated Engineer: CARL G. FORBES
FL LIC. NO: 20699
555 S. POMPANO PKWY.
POMPANO BEACH, FL. 33069
(954) 682-6651
1 04/25/17 Al
2 04/25/17 A2
3 04/25/17 A3
4 04/25/17 AG 1
5 04/25/17 EJ5
6 04/25/17 HJ5
7 04/25/17 J l
8 04/25/17 J3
i
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FLE '
Page 1 of 1
Job Truss Truss Type Oty Ply CESPEDES RES. - PAVILLION
170465 Al Hip 2 1
Job Reference(optional)
Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print 8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 27 07:29:40 2017 Page 1
ID:fNcfyABTLJEE_niB2Tq E7zPr7U-6TKC4gNBF_7PSiFitz gy nvPfoHUbWxJFtBoszMbjP
2-0-0 10- -�-8 2-6-0 5-0-0 7-0-0 10-5-0 13-10-0 15-10-0 18-4-0 20-1-6 20-�0- 22-10-0
2-0-0 0-8-6 1-9-8 2-6-0 2-0,0 3-5-0 3-5-0 2-0-0 2-6-0 1-9-8 0-8-8 2-0-0
Scale=1:40:6
Dead Load Dell.=9/16 in
6x8=
1.5x4 11 6x8=
5 22 6 23 7
5.00 12 _ 4x4 n 4x4
4 8
1
1.5x4 II 2 1.5x4 II
3 1 1 9 0
17 16 15 24
21 _
2 18 5x10 MT20HS= 3x8 WO MT20HS= 14 rJ 10 N
1.5x4 11 1.5x4 II 11 19
�o
t ° 19 12 ** "
6x6= 5x10 5.00 12 5x10 Z�- 136x6
20
10-0-0 10-0-0
�8� 2-6-0 1 5-0-0 7-1-8 10-5-0 13-8-8 1 15-10-0 1 18-4-0 I 20-1
0-8-8 1-9-6 2-6-0 2-1-8 3-3-8 3-3-8 2-1-8 2-6-0 1-9-8 0-8-6
Plate Offsets(X,))— (2:Edge 0-3-21,f5:0-6-4 0-2-121,17:0-6-4 0-2-121,f IO:Edpe 0-3-21 f 12:0-3-13 0-2-81 f19:0-3-13 0-2-8)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.42 16 >582 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.95 16 >255 240 MT20HS 1871143
BCLL 0.0* Rep Stress Incr YES WB 0.60 Horz(TL) 0.65 10 nla n/a
BCDL 10.0 Code FBC2014/rP12007 Matrix-S Wind(LL) 0.59 16 >407 240 Weight:109 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
B3,B5:2x4 SP M 30,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.
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 2=1355/0-8-0(min.0-1-10),10=1355/0-8-0(min.0-1-10)
Max Horz2=117(LC 11)
Max Uplift2=926(1-C 12),10=926(LC 12)
Max Grav2=1374(LC 17),10=1374(LC 18)
FORCES. (lb)-Max.Comp.IMax.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-21=270511869,3-21=-2629/1881,3-4=2752/2018,4-5=4292/2908,5-22=445213052,6-22=4452/3052,6-23=-4451/3052,7-23=445213052,
7-8=4253/2928,8-9=-2741/2025,9-24=2628/1887,10-24=-270511874
BOT CHORD 2-19=1548/2435,18-19=1573/2472,17-18=175812767,16-17=236914033,15-16=240213922,14-15=177912673,12-14=1592/2385,
10-12=1566/2350
WEBS 5-17=646/1022,7-15=653/987,3-19=3131287,9-12=295/290,5-16=491/651,6-16=294/321,7-16=491/651,4-18=725/495,4-17=-98211640,
8-15=96811658,8-14=-707/501
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.11;Exp C;Part.Encl.,GCpi=0.55;
MWFRS(directional)and C-C Extedor(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 7-0-0,Exterior(2)7-0-0 to 18-4-0,Interior(l)18-4-0 to 22-10-0 zone;cantilever 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 pone ing.
4)All plates are MT20 plates unless otherwise indicated.
5)Tnis truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 vide will fit between the bottom chord and any
gather members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 926 lb uplift at joint 2 and 926 lb uplift at joint 10.
8)Aaming: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.
PAMPA NO BEACH, FL. 33069
(954)682.6651
Job Truss Truss Type Qty Ply CESPEDES RES. - PAVILLION
170465 A2 HIP 2 1
Job Reference(optional)
Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 27 07:29:41 2017 Page 1
1D:fNcfyABTLJEE_niB2Tg1E7zPr7U-agubHAOg01FGmsgVRgk 6�2CG26BD1K5XvclKlzMbjO
-2-0-0 10-�-�-8 2-6-0 5-0-0 9-0-0 11-10-0 15-10-0 18-4-0 20-1-8 20- -��J"-`"'22-10-0
2-0-0 0-8 4-0-0 2-10-0 4-0-0 2-6-0 + 1-9-8 0-8-8 2-0-0
Scale=1:40:6
Dead Load Defl.=9/16 in
46= 7x8 MT20HS=
5 20 6
5.00 12
4x6� 4x6
4 7
1.5x4 II 15 14 1.5x4 11 O
v�
8 v
3 1 5x10 MT20HS=6x10 MT20HS= 1
19 21
9 N
2 1 16 13 1
1.5x4 11 1.Sx4 11 �9
10 00
6x6*=f 17 5.00 12 11 * 6x6=
5x10
5x10= 12
18
10-0-0 10-0-0
0-8-8 2-6-0 5-0-0 9-1-8 11-8-8 11 1 -0 15-10-0 19-4-0 20-1-8 0-10-
0-8-8 1-9-8 2-6-0 4-1-8 2-7-0 61 -8 4-0-0 2-6-0 1-9-8 0-8-6
_Plate Offsets(X,Y)— 12:Edge,0-3-21 f6:0-5-40-2-41,f9:0-0-00-3-21 f11:0-6-8,0-2-51 (15:0-4.12,0-2-121,f17:0-3-13,0-2-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.42 13-14 >583 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.95 13-14 >255 240 MT20HS 187/143
BCLL 0.0* Rep Stress Incr YES WB 0.69 Horz(TL) 0.72 9 nla n/a
BCDL 10.0 Code FBC2014/rP12007 Matrix-S Wind(LL) 0.57 15-16 >422 240 Weight:109Ito FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 3-1-1 oc purlins.
T2:2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-10-0 oc bracing.
BOT CHORD 2x4 SP M 31*Except* MiTek recommends that Stabilizers and required cross bracing be installed during truss
B1,B7:2x6 SP No.2,B4:2x4 SP No.2 erection in accordance with Stabilizer Installation guide.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 2=1355/0-8-0(min.0-1-10),9=1355/0-8-0(min.0-1-10)
Max Horz 2=-143(LC 10)
Max Uplift2=926(LC 12),9=926(1-C 12)
Max Grav2=1364(LC 19),9=1364(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-19=284211872,3-19=-2766/1885,3-4=2904/2012,4-5=4667/2893,5-20=447212861,6-20=-447212861,6-7=474812989,7-8=2900/2021,
8-21=2764/1892,9-21=-2840/1880
BOT CHORD 2-17=-1555/2575,16-17=-1579/2632,15-16=1717/2840,14-15=2402/4309,13-14=175412759,11-13=1606/2543,9-11=-1582/2491
WEBS 5-15=739/1376,6-14=780/1366,6-15=209/351,3-17=363/254,8-11=337/257,4-16=466/379,4-15=926/1752,7-14=-936/1923,7-13=4881403
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.11;Exp C;Part.Encl.,GCpi=0.55;
MWFRS(directional)and C-C Extedor(2)-2-0-0 to 1-0-0,Intedor(1)1-0-0 to 9-0-0,Extedor(2)9-0-0 to 11-10-0,Intedor(1)15-10-0 to 22-10-0 zone;cantilever left and right
exposed;GC for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
011 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 240 vide will fit between the bottom chord and any
other members.
T,Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 926 lb uplift at joint 2 and 926 Ib uplift at joint 9.
8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
i.
LOAD CASE(S)Standard
CARL G. FORBES
FL LIC. NO: 20699
556 S. POMPANO PKIPWY.
PAMPANO BEACH FL. 33069
{964}682-6661
Job Truss Truss Type Oty Ply CESPEDES RES. - PAVILLION
170465 A3 HIP 9 1
Job Reference(optional)
Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print 8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 27 07:29:41 2017 Page 1
ID:fNcfyABTLJEE-niB2Tq E7zPr7U-agubHAOg01FGmsgVRglv36RAq291DOt5XvclKlzMbjO
-2-0-0 10-Q)�-8 2-6-0 5-0-0 9-0-0 10-5-0 11-1%0 15-10-0 18-4-0 20-1-8 20-019-0 22-10-0
2-0-0 02-6-0 4-0-0 I --5-0 1-5-0 4-0-0 2-60 ~ 1-9-8 8 2-U-0
Scale=1:40.0
5x5— Dead Load Defl.=5/8 in
6x6 6 6x6
5 7
2 5.00 F12 22 23
3x10 I 20 1 3x10
4 16 6
1.5x4 II 17 15 1.5x4 II
3 1 3x10 3x10 1 y
rn
10x12 MT20HS= B v
2
21 24
1 18 14 1 10
1.5x4 11 1.5x4 11 I9
11 m
0
e' tr 19 5.00 F12 12 ee
7x6=
5x8
Sx8 13
20 7x6=
10-0-0
10-0-0
0$$ 2$-0 5-0-0 9-1-8 10-5-0 11.9$111 -0 15-10-0 18-4-0 20-1$ 1
O$$ 2$-0 4-1$ 1J$ 1-0$ 0.$ 4-0-0 2$-0 1-9$ 0$$
Plate Offsets(X,Y)- (2:0-1-4,0-3-21 (10:0-1-4 0-3-21 f 12:0-2-0 0-2-41 (16:0-6-0 0-3-131 f 19:0-2-0 0-2-41
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Lld PLATES GRIP
TOLL 30.0 Plate Grip DOL 1.25 TC 0.58 Ved(LL) -0.44 16 >554 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.99 16 >244 240 MT20HS 187/143
BCLL 0.0' Rep Stress Incr YES WB 0.72 Horz(TL) 0.75 10 n/a n/a
BCDL 10.0 Code FBC2014/1-P12007 Matrix-S Wind(LL) 0.60 16 >404 240 Weight:113 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins.
BOT CHORD 2x6 SP M 26'Except' BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing.
B3,135:2x4 SP M 31 MiTek recommends that Stabilizers and required cross bracing be installed during truss
WEBS 2x4 SP No.3 erection in accordance with Stabilizer Installation guide.
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 2=1355/0-8-0(min.0-1-8),10=1355/0-8-0(min.0-1-8)
Max Horz2=161(LC 11)
Max Uplift2=926(1-C 12),10=926(LC 12)
Max Grav2=1364(LC 19),10=1364(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-21=2862/1695,3-21=2786/1707,3-4=2903/1820,4-22=4846/2706,5-22=478812722,5-6=-4649/2579,6-7=464912576,7-23=4788/2794,
8-23=-4846/2778,8-9=-2903/1838,9-24=2786/1722,10-24=286211710
BOT CHORD 2-19=138012575,18-19=1398/2618,17-18=1530/2857,16-17=230214764,15-16=2407/4712,14-15=1581/2783,12-14=-144512547,
10-12=-1426/2507
WEBS 3-19=314/232,9-12=291/226,4-18=537/384,4-17=910/1905,B-15=858/1956,B-14=530/375,6-16=2117/3710,5-17=259/158,7-15=-286/145,
5-16=398/487,7-16=-398/475
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.11;Exp C;Part.Encl.,GCpi=0.55;
MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 10-5-0,Exterior(2)10-5-0 to 13-5-0 zone;cantilever left and right exposed;GC for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)-All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*rThis 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.
61,.Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 926 lb uplift at joint 2 and 926 lb uplift at joint 10.
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. FORBIES
FL LIC. NO: 20699
556 S. POMPANO PKWY.
PAMPANO BEACH, FL.33069
(954)632-6661
Job Truss Truss Type oty Ply CESPEDES RES. - PAVILLION
170465 AG1 Hip Girder 2
Job Reference(optional)
Custom Truss,Delray Beach,FL 33444 Run:8,020 s Nov 18 2016 Print:8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 27 07:29:44 2017 Page 1
10 ICI - - ID:fNcfyABTL+JEE_niB2TqE7z Pr7U-?FZjvBO1iJ-3D-e8g dJZ-3 1cTGEhOS XD hPxdzMbjL
18-10 �
00 0-1 0 -02-00-00 -0 8-8-8 21-8 15-10-0 22-108
2 �8 30-0 3-8-8 3-0- 0-8-8�
2-0-0
Scale=1:40.6
5x8 MT20HS=
1.5x4 II .5x4 II 5x8 MT20HS=
' 5.00 12 1 5 2 2 2 6 2
3x4 1 1 6 3x4
3 8 0
m
9 r l N
2 1 16x8= 24 1525 26 2714 28 613 71 laoo IN
3x4= 3x4= 10 .11
17 11
5x5= 5x5 i�- 12 5x5=
18 5.00 12 5x5
10-0-0 10-0-0
O-B�� 5-3� 8-8-8 12-1-815-7-0 18-10-0 20-1-8 20-10-p
0-8-8 1-3-8 3-3-0 3-5-8 3-5-0 3-3-0 1-3-8 0-B-8
Plate Offsets(X)O— I2:Edge 0-2-141 f4:0-5-12 0-2-81 r7:0-5-12 0-2-81 f9:Edge 0-2-141 f 13.0-1-12 0-3-121 f 16:0-1-12 0-3-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.87 Verl(LL) 0.33 14-15 >727 240 MT20 2441190
TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(TL) 0.52 14-15 >468 180 MT20HS 187/143
BCLL 0.0' Rep Stress Incr NO WB 0.44 Horz(TL) -0.22 9 n/a n/a
BCDL 10.0 Code FBC20141TPI2007 Matrix-S Weight:244 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-6 oc purlins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=991/0-8-0(min.0-1-8),9=991/0-8-0(min.0-1-8)
Max Horz 2=91(LC 31)
Max Uplift2=1743(1-C 8),9=1743(LC 8)
Max Grav2=1773(LC 36),9=1773(LC 37)
FORCES. (lb)-Max.Comp.IMax.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=2399/2336,3-4=-5420/5540,4-19=658517175,5-19=658417175,5-20=6584/7175,20-21=-658417175,21-22=-658417175,6-22=658417175,
6-23=6584/7175,7-23=6585/7175,7-8=5383/5537,8-9=239912334
BOT CHORD 2-17=-186112026,16-17=-199212171,16-24=-522415303,15-24=-5224/5303,15-25=6976/6593,25-26=-697616593,26-27=-6976/6593,
14-27=6976/6593,14-28=-5221/5207,13-28=5221/5208,11-13=2018/2114,9-11=1886/1973
WEBS 4-16=-1091/1281,7-13=-1101/1255,3-17=-903/919,8-11=-875/919,3-16=-316212967,8-13=-3136/2951,4-15=1837/1451,5-15=4361705,
7-14=1837/1450,6-14=436/705
NOTES-
1)Ply to ply nailing inadequate
2)2-ply truss to be connected together with 10d(0.131'x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-6-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-2 rows staggered at 0-2-0 oc,Except member 17-3 2x4-1 row at 0-9-0 oc,member 11-8 2x4-1 row at 0-9-0 oc,member 3-16 2x4-1 row
at 0-9-0 oc,member 13-8 2x4-1 row at 0-9-0 oc,member 4-15 2x4-1 row at 0-9-0 oc,member 15-5 2x4-1 row at 0-3-0 oc,member 7-14 2x4-1 row at 0-9-0 oc,member
14-6 2x4-1 row at 0-3-0 oc.
3j 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)l--nbalanced roof live loads have been considered for this design.
5)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.11;Exp C;Part.Encl.,GCpi=0.55;
=MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
6)Provide adequate drainage to prevent water ponding.
7)�AII plates are MT20 plates unless otherwise indicated.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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 1743 lb uplift at joint 2 and 1743 lb uplift at joint 9.
11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)414 lb down and 515 lb up at 5-0-0,246 lb down and 323 lb up at 7-0-12
246 lb down and 323 lb up at 9-0-12,229 lb down and 323 lb up at 10-5-0,246 lb down and 323 lb up at 11-9-4,and 246 lb down and 323 lb up at 13-04,and 414 lb
down and 515 lb up at 15-10-0 on top chord,and 193lb down and 168 lb up at 5-3-8,3 lb down at 7-0-12,3 lb down at 9412,3 lb down at 10-5-0,3 lb down at 11-9-4,
and 3lb down at 13-9-4,and 193lb down and 168lb up at 15-6-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
12)Waning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard CARL G. FORBES
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 FL LIC. d.2�g99
Uniform Loads(plf)
Vert:1-4=90,4-7=90,7-10=90,2-17=20,17-18=20,16-17=20,13-16=20,11-13=20,11-12=20,9-11=20 555 S. POMPANO PKWY.
PAMPANO BEACH, FL. 33069
Continued on page 2 (9641682.6651
Job Truss Truss Type Qtv Ply CESPEDES RES. - PAVILLION
170465 AG1 Hip Girder 2
Z Job Reference(optional)
Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 18 2016 MiTek Industries,Inc.Thu Apr 27 07:29:44 2017 Page 2
ID:fNcfyABTLJEE—niB2Tq E77Pr7U-?FZjvBQiJDegdJZ36obchi3cTGEhQS_XDtrPxd7mbjL
LOAD CASE(S)Standard
Concentrated Loads(lb)
Vert:4=79(B)7=79(B)16=92(13)13=92(B)19=147(B)20=147(B)21=147(B)22=147(8)23=147(B)
CARL G. FORBES
FL LIC. NO:20699
556 S. POMPANO PKV Y.
PAMPANO BEACH, FL.33069
(964�682-6651
Job Truss Truss Type Oty Ply CESPEDES RES. - PAVILLION
170465 EJ5 Jack-Open 14 1
Job Reference(optional)
Custom Thus,Delray Beach,FL 33444 Print 8.020 s No!ID:fNcfyABTLJEE_n 82T z OU?IFZjv QIJDegdJZ36obch13fFGCfO XD1bPxd MbjL
10-0-0
i -2-0-0 0-8-8 2-6-0 5-0-0
2-0-0 0-8-8 1-9-8 2-6-0
Scale=1:18.9
4 Dead Load Defl.=1/16 in
5.00 F12 1.5x4 II 4'
3
5
rn
8
9 1 di 2 W5
3
B1 n
COI
� 6
4x6
6x6=
5.00 12
11-0-13
10-0-0 7 12-4-9
0-8-8 2-6.0 5-0-0
0-8-8 1-9-8 2-6-0
Plate Offsets(X,Y)— f2:0-2-0,0-3-21
LOADING(psf) SPACING- 2-0-0
TCLL 30.0 Plate Grip DOL .1.25
TCDL 15.0 Lumber DOL 1.25
BCLL 0.0' Rep Stress Incr YES
BCDL 10.0 Code FBC2014/fP12007
I
CARL G. FORBES
FL L IC.NO:20699
655��{{��S.//POMP�A+NO� PKrrW. Ys�.�yyy p�
PAEMIrANO BEACH, • L._33069
(954y 682.6651
Job Truss Truss Type Oty Ply CESPEDES RES. - PAVILLION
170465 HJ5 Diagonal Hip Girder 4 1
Job Reference(optional)
Custom Truss,Delray Beach,FL 33Q544 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 18 2016 MiTek Industries Inc.Thu Apr 27 07:29:45 2017 Page 1
9 6 10-0-0 ID:fNcfyABTLJEE—niB2TgjE7zPr7U-TR757XRK4Wmf(� W6rDycpHgd29ypgSXayT4zMbjK
-2-9-15 1-0-0 3-0-0 3-10-5 37-0-2
2-9-15 1-0-0 2-0-0 0-1 0-5 -1-13 1
3x4 11 Scale=1:21.2
4
Io
3.54 F12
10
3x4
w7
3
9 1 v
2 3 N
W 63
3x6
c� B1 m
19
° o• 11
7
4x12
3x4= 3.54 12
9-6-6 3 11-1-4
10-0-0 12-4-11
1 -2-9-3 1 1-0-0 3- - I 3-1 I 7-0-2
0 1
-105 3-1-132-9-3 1-0-0 200
Plate Offsets(X 1)— (4:0-3-0,0-0-81,f7:0-3-6 0-2-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefi L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.74 Ved(LL) -0.01 8 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.06 8 >999 240
BCLL 0.0' Rep Stress Incr NO WB 0.21 Horz(TL) -0.00 1 n/a n/a
BCDL 10.0 Code FBC2014frP12007 Matrix-P Wind(LL) -0.01 8 >999 240 Weight:45lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 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=0-10-15.
(lb)- Max Horz 2=229 LC 8 4=141 LC 24
Max Uplift All uplift 100lb or less at joint(s)except 1=-135(LC 24),2=-203(LC 8),6=139(LC 8),4=-110(LC 8)
Max Grav All reactions 250lb or less at joint(s)1,6,4 except 2=768(LC 28)
FORCES. (lb)-Max.Comp.lMax.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-9=7381185,3-9=-581/238
BOT CHORD 2-11=305f749,7-11=305f749,7-13=293f796,6-13=3361776
WEBS 3-6=-749/305
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.11;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional);cantilever left and right exposed;
Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any
other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of Wthstanding 135 lb uplift at joint 1,203 lb uplift at joint 2,139 Ib uplift at joint 6 and 110 Ito uplift
at joint 4.
6)Non Standard bearing condition. Review required.
7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n.
8j Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)334 lb down and 295 lb up at 1-4-15,334 lb down and 295 lb up at 1-4-15
,and 134 lb down and 98 lb up at 4-2-15,and 134 lb down and 98 lb up at 4-2-15 on top chord,and at 1-4-15, at 1-4-15,and 97 lb up at 4-2-15,and 97lb up at 4-2-15 on
bottom chord.The designlselection 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.
19)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=1 10,2-4=90,2-7=-20,7-8=20,5-7=20
Concentrated Loads(lb)
Vert:9=196(F=98,B=98)10=99(F=49,13=49)13=195(F=97,B=97)
CARL O. FORBES
FL LIC. NO:20699
556 S. POMPANO PKWY.
PAt§f PA O BEACH, FL. 33069
(964)682-6651
Job Truss Truss Type Qty Ply CESPEDES RES. - PAVILLION
170465 J1 Corner Jack 8 1
Job Reference o '
Custom Truss,Delray Beach,FL 33444 Run:8.020 s Nov 18 2016 Print:8.020 s Nov 016 MiTek Industries,Inc.Thu Apr 27 07:29:45 2017 Page 1
10-0-0 I D:fNcfyABTLJ EE—ni B2Tgj yazg!�U-TR757XRK4WmhETBGgW6rDycsfgj D9?7g SXayT4zMbjK
1 -2-0-0 1-0-0
2-0-0 1-0-0
Scale=1:9.0
3
i
5.00 12
2
ci
0
rn
m
T1 1 0
1 �
Q° 4
Q°
Al 0°
10-0-0
6x6=
10-0-0 10-8-9
1-0-0
1-0-0
Plate Offsets(X Y)— f2:0-0-0 0-2-101
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.00 2 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.00 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 FBC2014/rP12007 Matrix-P Wmd(LL) 0.00 2 ***' 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 pudins.
BOT CHORD 2x6 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 quide.
REACTIONS. (lb/size) 3=167/Mechanical,2=445/0-8-0(min.0-1-8),4=9/Mechanical
Max Horz 2=125(LC 12)
Max Uplift3=167(1_C 1),2=420(LC 12)
Max Grav3=164(LC 12),2=445(LC 1),4=18(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.11;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and CC Exterior(2)zone;cantilever
left and right exposed;GC 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 167 lb uplift at joint 3 and 420 lb uplift at joint 2.
6)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 L'IC. NO:20699
656 S. POMPANO PKWY.
PAMPANO BEACH, FL.33069
(964)682-6661
Job " Truss Truss Type Oty Ply CESPEDES RES. - PAVILLION
170465 J3 CORNER JACK 8 1
Job Reference o fional
Custom Truss,Delray Beach,FL 33444 10-0-0 Run:8.020 s Nov 18 2016 Print:8.020 s Nov{(AIP MiTek Industries,Inc.Thu Apr 27 07:29:45 2017 Page 1
I ID:fNcfyABTLJEEniB2TgjE7-3Pr U-TR757XRK4WmhETBGgW6rDycgHgcC9_WgSXayT4zMbjK
-2-0-0 _23
2-0-0 96 0-1-1304 Scale=1:14.5
1.5x4 II 4
3
5.00 12
9
n
2 rn
Tt W5 0
� 5
B1
8
1 B3
p• 6
�- 4x6
4x4=
10-0-0 5.00 12 10-2-13
11-6-9
0-6-9 7 -0-0
0-8-9 1-9-8 0-6
Plate Offsets(X)O— (2:Edge 0-1-101
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 0.68 Vel(LL) -0.03 7 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.06 7 >513 240
BCLL 0.0' Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 5 n/a n/a
BCDL 10.0 Code FBC2014/rP12007 Matrix-P Wind(LL) -0.04 7 >785 240 Weight:19lb 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*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
61:2x6 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. (lb/size) 4=168/Mechanical,2=434/0-8-0 (min.0-1-8),5=69/1V!echanical
Max Horz 4=204(1_C 11),2=31 O(LC 12)
Max Uplift4=-63(LC 12),2=-293(LC 12),5=138(1_C 3)
Max Grav4=168(LC 1),2=447(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All farces 250(lb)or less except when shown.
TOP CHORD 2-9=479/88,3-9=-462/103,34=406/140
WEBS 3-6=0/270
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.ll;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and C-C Extedor(2)-2-0-0 to 1-0-0,
Interior(1)1-0-0 to 2-11-4 zone;cantilever left and right exposed;GC 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 vide will fit between the bottom chord and any
other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 63 lb uplift at joint 4,293 lb uplift at joint 2 and 138 lb uplift at joint 5.
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
CARL G. FOR13ES
FL LIC. NO:20699
555 S. POMPANO PKWY.
PAMPANO BEACH, FL. O59
(954)682-5651