HomeMy WebLinkAboutTRUSS 5-25-18CUSTOM TRUSS
1890 W. ATLANTIC AVE
DELRAY BEACH, FL 33444
954-786-8800
Project Information:
Customer.
LTI DEVELOPMENT
Job Name:
COASTAL FLOORING
Address:
LUCIB coU tt
8532 SOUTH US HWY
City, ST, ZIP:
PORT ST LUCIE, FL
General Truss Engineering Criteria & Design
Job Number.
160480
Building Code and Chapter:
FBC2014/TPI2007
Computer Program Used:
MiTek Version: 7.64 Feb 22 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 *** 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.
O
1 05/25/16 Al
2 05/25/16 A2
3 05/25/16 A3
4 05/25/16 AG 1
5 05/25/16 EJ7
6 05/25/16 HJ9
7 05/25/16 HJ9A
8 05/25/16 J 1
9 05/25/16 J3
10 05/25/16 J5
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
Page 1 of 1
Jab'Truss Truss Type oty Ply COASTAL FLOORING
160480 • Al Hip 2 1
Job Reference (optional)
nui i. r.v u 5 reu cc cv ro rnnL r.oyu 5 reu zz zu i o mr i ex mausmes, inc. VVeO may za 11:J4:4U 2U1b rage 1
2-0-0 '
Scale = 1:51.6
Dead Load Dell. = 7/16 in
4x4 =
3x4 4x4 =
3x8 =
3x8 = 3x8 MT201-15= 3x8 = 3x8 =
21-6-9 21-6-9
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/dell Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.84 Ved(LL) -0.25 10.12 >999 360 MT20 2441190
TCDL 15.0 LumberDOL 1.25 BC 0.94 Ved(TL)-0.7010-12 >482 240 MT20HS 187/143
BCLL 010 ' Rep Stress Incr YES WB 0.40 Horz(TL) 0.16 8 n/a n/a
BCDL 16.0 Code FBC2014/TP12007 Matrix-S) Wind(ILL) 0.28 10.12 >999 240 Weight: 139lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORDD-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
OTHERS 2x4 S2 No.3 erection in accordance with Stabilizer Installation guide.
REACTIONS. (lb/size) 2=172010-4-0 (min. 0-2-0), 8=1720/OA-0 (min. 0-2-0)
Max Horz2=155(LC 11)
Max Uplift2=825(LC 12), 8=825(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-25=2917/1513, 25-26=2890/1533, 3-26=2760/1550, 3-4=2605/1471, 4-27=2385/1387, 27-28=2385/1387, 5-28=2385/1387, 5-29=2385/1387,
29-30=2385/1387, 6.30=2365/1387, 6.7=2605/1471, 7-31=2760/1550, 31-32=2890/1533, 8-32=2917/1513
BOT CHORD 2-12=1204/2566,11-12=1218/2693,10-11=1218/2693, 8-10=1248/2566
WEBS 3-12=367/406, 4-12=4061726, 5.12=525/343, 5.10=525/343, 6-10=4051726, 7-10=367/406
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=B.Opsf; BCDL=4.Opsf; h=25ft; B=45ft; L=2811; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Intedor(1)1-0-0 to 9-0-0, Extedor(2) 9-0-0 to 23.2-15, Intedor(1) 23-2-15 to 30-0-0 zone; cantilever left and right exposed ;
end vertical left and right exposed;C•C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any
other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at joint 8.
9) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and V gypsum sheetrock be applied directly to the bottom
chord.
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 LIC. NO, 20699
555 S. POMPANO PKVVIY.
PAMPANO BEAGN, FL. 33069
9M1 682.6661
Job Truss Truss Type 0ty Ply COASTAL FLOORING
160480 ' HJ9A Diagonal Hip Girder 2 1
Job Reference o tional
Custom Truss, Delray Beach, FL 33444 tiun: r.b4u s reD zz zulo ennc i.ovu s reo zz zu ro Mr r eK inausmes, roc, vvea May zb r r. w:4a m 10 rage i
ID:H4mlthjIcg6Gk2cSDkZSinzEOzY-Uaw5dC606TtdxPyZLgRHn3GV,,* Wr3EPDzD_Pt
2-9-15
21-6-5 7-0-0 9-10-1
1
2-9-15 7-0-0 2-10-1
Scale = 1:22.9
24-7-3
21-6-5 21-6-5
7-0-0 I 9-9-9 9-10-1
7-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.50 Ved(LL) -0.16 7-13 >724 240 MT20 244/190
TCDL 150 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.16 7-13 >720 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.22 Horz(TL) 0.02 2 n/a n/a
BCDL 10.0 Code FBC2014frPI2007 Matrix-M) Weight: 47 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 31
WEBS 2x4 SF+No.3
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 4=56/Mechanical, 2=685/0-5.5 (min. 0.1-8), 5=523/Mechanical
Max Horz2=290(LC 8)
Max Uplift4=98(LC 24), 2=435(LC 8), 5=220(LC 8)
Max Grav4=85(LC 17), 2=857(LC 28), 5=554(LC 28)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-14=815/189,14-15=-7321193, 3-15=717/206
BOT CHORD 2-16=268f705,16.17=2681705, 7-17=-268/705, 6-7=268/705
WEBS 3.7=0/371, 3-6=956/364
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins.
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.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=8.Opsf; BCDL=4.0psf; h=251t; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any
other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 4, 435lb uplift at joint 2 and 220lb uplift at joint 5.
6) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)159 lb down and 179 lb up at 1-4-15,159 lb down and 179 lb up at 1-4-15
46 lb down and 71 lb up at 4-2-15, 46 lb down and 71 lb up at 4-2-15, and 93lb down and 158lb up at 7-0-14, and 93 lb down and 158 lb up at 7-0-14 on top chord, and 89
lb down and 105lb up at 1415, 89lb down and 105lb up at 1-4-15, 37lb down and 6lb up at 4-2-15, 37lb down and 6lb up at 4-2-15, and 44lb down at 7-0-14, and 44lb
down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
8) Waning: 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)
Vert:1-4=90, 5-11=20
Concentrated Loads. (lb)
Vert: 3=-107(F=54, B=-54) 7=-52(F=26, 8=-26) 14=117(F=58, 8=58)16=97(F=48, B=48)17=12(F=6, 8=6)
CARL O. FORSES
FL LIIC, NO: 20699
555 S. POMPANO PKWY.
PAMPANO BEACH, FL.. 33069
954) 682.6651
Job Truss Truss Type oty Ply COASTAL FLOORING
160480 ' J1 Corner Jack 8 1
Job Reterenc o ti nal
wsrom i Puss, ueiray beacn, rL JJww
1.5x4
1
s
21 6 9 ID:H4mlthjlcg6Gk2cSj99 zEOzY-ymTUrY72tn?U8ZXmvYyWJHoDvvSOhobnYVpoyfzD Pe
2-0-0 1-0-0
2-0-0 1-0-0
21-6-9 22-1-6
Scale = 1:9.8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defi Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.00 10 999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.17 Ved(TL) 0.00 10 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a nla
BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Wind(LL) -0.00 10 999 240 Weight: 10lb FT = 20%
LUMBER.
TOP CHORD 2x4 SP No.2
BOT CHORD 20 SP No.2
OTHERS 2x4 SF+No.3
REACTIONS. (lb/size) 3=51/Mechanical, 2=417/0-8-0 (min. 0.1-8), 4=-77/Mechanical
Max Horz 2=117(LC 12)
Max Uplift3=51(LC 1), 2=390(LC 12), 4=77(LC 1)
Max Grav3=69(LC 12), 2=417(LC 1), 4=96(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 1-0.0 oc purlins.
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 uide.
NOTES-
1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=B.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) 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 51 lb uplift at joint 3, 390 lb uplift at joint 2 and 77 lb uplift at joint 4.
6) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss.
7) Warning: Additional permgnent and stability bracing for truss system (not part of this component design) is always required.
LOAD CASE(S) Standard
CART. 0. FORBES
FL LSC. NO: 20699
555 S. POMPANO PK WY.
PAMPANO BEACH, FL. 33069
9") 682.6661
Truss Truss Type Qh Ply COASTAL FLOORING
L160480._ J3 Corner Jack 8 1
Job Reference (optional)
U/slum u fuss, Leeay veaun, rL JJq"
21 6 9
ID:H4mith)Icg6Gk2cSDkZSir#YbvrllTUrY72tn7UBZXmvYyWJHoDvvS_hobnYVpoyfzD_Pe
2-0-0
2-0-0
I
3-0-0
3-0-0 _ I
Scale = 1:14.4
21-6-9
21-6-9 22-11-6
LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in loc) Well Ud
TCLL 30.0 Plate Grip DOL 1.25 TC 0.55 Ved(LL) -0.00 4-10 999 360
TCDL 15.0 Lumber DOL 1.25 BC 0.13 Verl(TL) -0.01 4-10 999 240
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-M) Wind(LL) -0.01 4-10 999 240
LUMBER.
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SF•No.3
REACTIONS. (lb/size) 3=87/Mechanical, 2=403/0-B-0 (min. 0-1-8), 4=14/Mechanical
Max Horz2=174(LC 12)
Max Uplift3=51(LC 12), 2=290(LC 12)
Max Grav3=87(LC 1), 2=403(LC 1), 4=47(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
PLATES GRIP
MT20 244/190
Weight: 16lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
FMiTek recommends that Stabilizers and required cross bracing be installed during buss
erection in accordance with Stabilizer Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=8.Opsf; BCDL=4.Opsf,, h=25ft; B =145ft; L=24ft; eave=oft; Cat. it; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exledor(2) -2-0-0 to 1-0-0,
Intedor(1)1-0-0 to 2-11-4 zone; cantilever left and right exposed; end vertical left and right exposed;C-Cifor 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 51 lb uplift at joint 3 and 290 lb uplift at joint 2.
6) "Semi-dgid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
7) 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'PK1NY.
PAMPANO BEACH, FL. 33069
95Aj 682-6651
Job Truss Truss Type Qly Ply COASTAL FLOORING
160480 J5 Corner Jack 8 1
Job Reference (optional)
L'usrom r fuss, ueiray ceacn, rL aa9v9
l
1.5x'
1
Run. t.4vb ruuL zu io rnl L. r.9v b rtu LL LU 10 IIIUub111Gb, II I "-y-11---Iu rGyCl
ID:H4mlthjlcg6Gk2cSDkZS(nzE 1s2u8ge57Lmi6yTFUIsULOsJI00Fnm9YLU5zD_Pd
2-0-0
21-6-9 5-0-0
9-
2-0.0 5-0-0 '
Scale = 1:18.8
21-6-9
21-6-9 23-9-6
LOADING(psf) SPACING- 2-0-0 CS]. DEFL in (loc) Well L/d
TCLL 30.0 Plate Grip DOL 1.25 TC 0.53 Ved(LL) 0.02 4-10 999 360
TCDL 15.0 Lumber DOL 1.25 BC 0.38 Ved(TL) 0.07 4-10 860 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a
BCDL 10.0 Code FBC2014/rP12007 Matrix-S) Wind(LL) 0.05 4-10 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP-No.3
REACTIONS. (lb/size) 3=181/Mechanical, 2=488/0-8.0 (min. 0.1-8), 4=54/Mechanical
Max Horz 2=232(LC 12)
Max Uplift3=122(LC 12), 2=297(LC 12)
Max Grav3=181(LC 1), 2=488(LC 1), 4=89(LC 3)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
N
N
PLATES GRIP
MT20 244/190
Weight: 23lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied.
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.
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) -2-0-0 to 1-0-0,
Interior(l) 1-0-0 to 4-11-4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
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 hearing plate capable of withstanding 122 lb uplift at joint 3 and 297 lb uplift at joint 2.
6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and V2" 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 G. FORBES
FL LIC. NO: 20699
555 S. POMPANO PKWY.
PAMPANO BEACH, FL. 33069
954k 682-6661