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GENERAL NOTES;
JOB; MOORES LA. DEV. BUILDING
'i
DO NOT CUT TRUSSES OR USE GARAGED TRUSSES. THERE WILL BE A 850.00 CUST; B B S S TREATED LUMBER CORP.
PER HOUR ENGINEERING FEE TO REDESIGN CUT TRUSSES. TITLE; WOOD TRUSS PLACEMENT PLAN
SEE TPI-HIB91 FOR IMPORTANT HANDLING, BRACING, RNG EREUCTION
RECOMMENDATIONS. SEE INDIVIDUAL TRUSS DESIGNS FOR PERMANENT LATERAL
NEB MEMBER BRACING. FAILURE TO FOLLOW THESE RECOMMENDATIONS NIR S S H U SUFFOLK L U rlB E R E� S U P P LY C O R P .
MAY RESULT IN BUILDING COLLAPSE ARNO/OR PERSONAL INJURY.
SEE INDIVIDUAL TRUSS DESIGNS FOR SPECIFIC LOADING AND TRUSS DETAILS. 5 1 7 LONE I S L A N D AVENUE , 11 E D F O R D N Y 1 1 763
IT IS THE SOLE RESPONSIBILITY OF THE PURCHASER TO VERIFY AND APPROVE PHONE
PALL URCHASER SORELEASE DETAILS PRIOR TO IFABRICATION.
TI ON
ASER ASSUMES RESPONSIBILITY FOR COORDINATING TRUSS H O N E 0 516 ) 289 - 6902 F A X C 5 1 6 ) 289 - 6907
INSTALLATION WITH OTHER BUILDING TRADES.
NOTIFY NASSAU SUFFOLK LUMBER OF ANY CHANGES OR DAMAGED TRUSSES
IMMEDIATELY AT (516) 289-6900. DUN BY; RT REV; PAGE H ^ OF
DATE; SCALE; 1/A" = 1 FOOT 11f .IIL
Job -- T.us;7Q,uss Type Qty Ply
BBS3R 'BB7UEENPOST 1 1 - MOORES LA.DEVELOPMENT, BLDG.#3 H101653
i NSL 1 s c e nus nes,Inc. Mon Jan age
-2-0-0 10-0-0 20-0-0 22-0-0
2-0-0 10-0-0 10-0-0 2-0-0
u4j
1
4x4= r-+
2 0
5.000[i2 ,--(
m �
i
1I
3x4= 1.5X4 ii 3x4=
5x6=
oo
20-0-0
20-0-0
Plate Offsets(X,Y): [3:0-1a,0-1-7],[1:13-0-0,0-1-7)
LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.00 Vert(LL) 0.00 / •••" M20(20ga) 258216
TCDL 10.0 Lumber Increase 1.15 BC 0.00 Vert(TL) 0.00 / •'••
BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(fL) 0.00 n/a
BCDL 10.0 Code TPI Min Length/LL deb=240 Weight:105(lbs)
LUMBER BRACING
TOP CHORD 2 X 4 SVP No.2 TOP CHORD Sheathed
BOT CHORD 2 X 4 SYP No.2 BOT CHORD 3-4:4-3-6.1-5:3-11-7,4-5:3-6-9.
OTHERS 2 X 4 SYP No.2
FORCES
NOTES
1)Gable requires continuous bottom chord beadrg.
2)Gable studs spaced at 24 inches on center.
3)Gable studs exceeding 72 inches length to be laterally braced at midpoint.For studs exposed to wind,see MiTek"Standard Gable End Detair
4)Studs to be fastened with v M20 plates.
LOAD CASE(S) Standard
OF "wh,
S14 `�s+
i
tl+ 0 1yL►` ��j
I
j
JobTruss Truss Type Qty Ply
BBS3R •BB2 QUEENPOST 4 1 MOORES LA.DEVELOPMENT,BLDG.#3 H101663
N51. s e nus nes,Inc. Mon Jan15age
-2-0-0 5.6-1 10-0-0 14-5-15 20-0-0 22-0-
2-0-0 5-0-1 4-5-15 4-5-15 5-6-1 2-0-0
43
5.00012 �(
1x4 1x4-
2 4
I 7 6
3x8- 3x4=
3x4= 3x4
10-0-0 20-0-0
10-0-0 10-0-0
Plate Onsets(X,Y): 15:0-0-0,D-1-71,[1:0-0-0,D-1-71
LOADING(psf) SPACING 24)-0 CSI DEFL (in) (loc) I/de8 PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.40 Vert(LL) 0.34 7/6 691 M20(20ga) 258216
TCDL 10.0 Lumber Increase 1.15 BC 0.62 Vart(TL) 0.51 7/6 461
BCLL 10.0 Rep Stress[nor YES WB 0.16 Horz(YL) 0.04 5 n/a
BCDL 10.0 Code TPI Min Length/LL dell=240 Weight:91 (Ibs)
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-6-13 on center purlin spacing.
BOT CHORD 2 X 4 SVP SS BOT CHORD 5-6:6-3-0, 1-7:6-3-0,6-7:6-3-0.
WEBS 2 X 4 SYP No.2
REACTIONS (lbs/size) 1=1333/0-5-8,5=13330-5-8
Max Horz 1=25(load case 2)
Max Uplift 1=-381(load case 4),5=.381(load case 4)
FORCES
TOP CHORD 1-2-1788,2-3=1417,3-4=-1417,4-5=1788
BOT CHORD "m16115,6-7=1615.1-7=1615
WEBS 2-7=350,3-7=726,4-7=350
NOTES
1)This truss has been designed for the wind loads generated by 90.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s.f.top chord dead bad and 10.0
p.s.f bottom chord dead bad,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-86).
Lumber Increase= 1.33,Plate Increase= 1.33.Both and verticals are exposed.
LOAD CASE(S) Standard4 0FNEW
�P,►fig N. Bp,1,yQP
/VO 061
r-L
2PESS1aNP�
Job Truss Truss Type i Oty Ply
8BS3R 'BB3 DBL.FINK 1 3 MOORES LA.DEVELOPMENT, BLDG.#3 H101664
s i e ndustnes,Inc. Mon Jan age
-2-0-0 4-0-6 7-0-3 10-0-0 12-11-13 15-11-10 20-0-0
2-0-0 4-0-0 2-11-13 2-11-13 2-11-13 2-11-13 4-0-0
3—PLY TRUSS
1-4
5x5= 0
4
5.000[12 3x4; 3x4
3 5
2xC\ 2x4 ii 1...)
2 6
Li EFFP
Li 111
�1 12 11 10 9 8
6x6= 7x6= 7x6= 7x6= 6x6=
5x12= 5x12=
4-7-9 8.6-10 11-5-6 15-4-7 20-0-0
4-7-9 3-11-1 2-10-11 3-11-1 4-7-9
Plate Offsets(X,Y): [12:0-0-0,044],[11:0-0-0,041),(10:0-0.0,0-4-4],[9:0-0-0,0.5-8],[3:0-1-0,0-1-8],[5:0-1-0,0-1-8],[8:0-0-0,0-4-4]
LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loo) Well PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.37 Vert(LL) 0.21 9/8 999 M20(20ga) 258216
TCDL 10.0 Lumber Increase 1.15 BC 0.94 Vert(TL) 0.32 9/8 743
BCLL 10.0 Rep Stress Incr NO WB 0.50 Horz(TL) 0.10 7 n/a
BCDL 10.0 Code TPI Min Length/LL deft=240 Weight: 137(lbs)
LUMBER BRACING
TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed
BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied,or 10-00.00 on center bracing.
WEBS 2 X 4 SYP No.2
REACTIONS (Ibs/size) 1=13283M.&8.7=13123/0-5-8 t
Max Horz 1=73(load case 3)
Max Uplift 1=-4688(load case 4),7=-4533(load case 4)
FORCES
TOP CHORD 1-2=24672,2-3=-24560,34=18832,4-5=18832,5-6=-24560,6-7=24672
BOT CHORD 7-8=22473,8-9=19062,9.10=19062,10-11=14924,11-12=19062,1-12=22473
WEBS 2-12=512,3-12=5989,3.11=-3281.4-11=7529,4-10=7529,510=-3281,5.8=5989,6-8=512
NOTES
1)3-ply truss to be connected together with 10d nab as follows: Top chords connected with 1 row(s)at 12 inches on center. Bottom chords connected with 3
row(s)at 5 inches on center. Webs connected with 1 row at 6 Inches on center.
2)This truss has been designed for the wind loads generated by 90.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.z.f.top chord dead bad and 10.0
p.s.f bottom chord dead bad,0.0 miles from hurticane oceangne,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7.88).
Lumber Increase= 1.33,Plate Increase= 1.33.Both end ver8eals are exposed.
LOAD CASE(S)
1)Lumber Increases per Plate Incroase=1.15
Uniform Loads(lbs per ft) n ',
Vert:1-2=-80.0,2-3=-80.0,3-4=-80.0,4-5=80.0,5-6=80.0,8-7=80.0,7-8=-1263.1,8-9=-1263.1, T'1P
9.10=1263.1,10-11-1263.1,11-12=1263.1,1-12=1263.1
Concentrated Loads(lbs)
Vert:1=460.0
061 '16
A9�fESS10NP�
�Job Trust Truss Type city ply
BBS3R BB4MOD.QUEEN 1 1 MOORES LA.DEVELOPMENT, BLDG.93 H101665
s i e n u nes,Inc. Mon Jan age
�2-0-q 21-5-0 42-10-0
2-0-0 21-5-0 21-5-0
r--1
5.0007 5 3
t—1
n 4x6. 4x6; !'•'I
2 4
�I I�
4x5- 4x6= 2x4 ii 4x6- 4x5-
42-10-0
42-10-0
LOADING(psf) SPACING 2.0-0 CSI DEFL (in) (loc) Udell PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.00 Vert(LL) 0.00 / •••• M20(20ga) 258216
TCDL 10.0 Lumber Increase 1.15 BC 0.00 Vert(TL) 0.00 / ••••
BCLL 10.0 Rep Stress Incr YES WB 0.00 Hort(TL) 0.00 Na
BCDL 10.0 Code TPI Min Length/LL deg=240 Weight:345(lbs)
LUMBER BRACING
TOP CHORD 2 X 6 SVP No.2 TOP CHORD Sheathed
BOT CHORD 2 X 6 SVP No.2 BOT CHORD Rigid ceiling directly applied,or 10.00.00 on center bracing.
OTHERS 2 X 4 SYP No.2 Except: 7-8:64)-0,6-7:6-M.
FORCES
NOTES
1)Gable requires continuous bottom chord bearing.
2)Gable studs spaced at 24 Inches on center.
3)Gable studs exceeding 72 inches length to be laterally braced at midpoint.For studs exposed to wind,see MITek"Standard Gable End Detail'.
4)Studs to be fastened withl.5%41d20 plates.
LOAD CASE(S) Standard
OF NEI,
e0
r
2 !=u
0619'lA'
'OF
Job Truss Truss Type City Ply
BSS3R BB5 MOD.QUEEN 1 1 MOORES LA. DEVELOPMENT,BLDG.#3 H101666
s i e nus nes,Inc. Mon Jan age
-2-0-9 7-10-1 F 14-7-9 21-5-0 28-2-7 I 34-11-15 42-10-0
2-0-0 7-10-1 6-9-7 6-9-7 6-9-7 6-9-7 7-10-1
5.000 5 s= O
r-I
4x4 s 44; Q�
4 6
2x4 2x4
N
46
2 3 7 8
n �
�I3NI It
14 13 12 11 10
4x7= 4x4= 5x6= 4x8= 5x6- 4x4= 4x7=
11-2-13 21-5-0 31-7-3 42-10-0
11-2-13 10-2-3 10-2-3 11-2-13
LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.45 Vert(LL) 0.3612/11 999 M20(20ga) 2581216
TCDL 10.0 Lumber Increase 1.15 BC 0.60 Vert(TL) 0.5412/11 947
BCLL 10.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.15 9 n/a
BCDL 10.0 Code TPI Min Length/LL dell=240 Weight:278(Ibs)
LUMBER BRACING
TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 2-7.2 on center purlin spacing.
BOT CHORD 2 X 6 SYP SS BOT CHORD 1-14:5-10-10,13-14:6-3-0, 10-11:6-3-0,9-10:5-10-10.
WEBS 2 X 4 SYP No.2 12-13:6-3-0.11-12:6-3-0.
WEBS 1 Row at midpt 4-12, 12-5,12-6
REACTIONS (lba/size) 1=2 70310 8$9=2543x65-8
Max Horz 1=95(load case 3)
Max Uplift 1=-7120oad case 4),9=-614(load case 4)
FORCES
TOP CHORD 1-2=-5073,2-3=-4653,34=-4653,4.5=-3255,5.6--3255,6-7=-4653,7-8=-4653,8.9=-5073
BOT CHORD 9-10=4652,10-11=3882.11-12=3882,12-13--3882,13-14=3882.1-14=4652
WEBS 2-14=-492,4.14=867,4.12=-1168,5.12=1951,6.12=-1168,6.10=867,8.10=-492
NOTES
1)This truss has been designed for the wind bads generated by 90.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s.f,top chord dead load and 10.0
p.s.f bottom chord dead bad,0.0 miss from hurricane oceanllns,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7.88).
Lumber Increase= 1.33,Plate Increase= 1.33.Both end verticals aro exposed.
LOAD CASE(S) Standard �p 14 w� ,
NCO ~O 061 6. 4i
��FES 1 NPy
Job TrussTrus Type Qty Ply
BBS3R BB6 7
MOD.QUEEN 2 1 MOORES LA.DEVELOPMENT,BLDG.#3 X101667
[-NBC' s c e nus es-Trc. on an age
2-0-4 7-101 I 14-7-9 21-5-0 28-2-7 34-11-15 42-10-0 44-10 0
2-0-0 7-101 6-9-7 6-9-7 6-9-7 6-9-7 7-10-1 2-0-0
.-1
5.0007 5 s= C
r-1
4x4 4x4
4 6
2x4, 2x4,
4x6
2 3 7 a
I
id 13 12 11 10
4x7= 4x4= 5x6- 4x8- 5zfi= 4x4= 47=
11-2-13 21-5-0 31-7-3 42-10-0
11-2-13 10-2-3 10-2-3 11-2-13
LOADING(psf) SPACING 24).0 CSI DEFL (in) (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.45 Vert(LL) 0.36 12/11 999 M20(20ga) 258/216
TCDL 10.0 Lumber Increase 1.15 BC 0.60 Vert(TL) 0.54 12/11 947
BCLL 10.0 Rep Stress Iner YES WB 0.66 Horz(TL) 0.15 9 n/a
BCDL 10.0 Code TPI Min Length/LL deft=240 Weight:282(Ibs)
LUMBER BRACING
TOP CHORD 2 X 6 SVP No.2 TOP CHORD Sheathed or 2-7-2 on center purlin spacing.
BOT CHORD 2 X 6 SYP SS BOT CHORD 1-14:5-11-15,13-14:6-3-0, 10-11:6-3-0,9-10:5-11-15,
WEBS 2 X 4 SYP No.2 12-13:6-3.-0, 11-12:6-3-0.
WEBS 1 Row at midpt 4-12, 12-5,12-6
REACTIONS (lbstsize) 1=2703/0-",9=2703/0-5-8
Max Hors 1=47(load case 3)
Max UpIt t 1=-712(load ease 4),9=712(load case 4)
FORCES
TOP CHORD 1-2=-5073,2-3=-4653,3-0=-4653,4-5=3255,5.8=3255,6-7=-4653,7-8=4653,8-9=-5073
BOT CHORD &10=4652,10.11=3882,11-12=3882,12-13=3882,13.14=3882,1-14=4652
WEBS 2-14=-492,4-14=867,4-12=-1168,5-12=1951,6.12=-1168,6-10=867,8-10=-492
NOTES
1)This truss has been designed for the wind bads generated by 90.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s.f.top chord dead load and 10.0
p.s.f bottom chord dead bad,0.0 miles from hurricane ocasnime,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88).
Lumber Increase= 1.33,Plate Increase= 1.33.Bohr end verticals are exposed.
LOAD CASE(S) Standard OF NEW y
�P 5 N. ��•�QP,f,
�0 061�s �2
�°9pFE ) NPS
I
Job Truss Truss Type Qty Ply
BBS3R 'B87 MOD.QUEEN i1 1 MOORES LA. DEVELOPMENT,BLDG.#3 H101668i
ASLs c i e nus nes, nc. on an age
2-0-9 7-10-1 14-7-9 21-5-0 28-2-7 1 34-11-15 42-10-0 44-10-0
2-0-0 7-10-1 6.9-7 6-9-7 6-9-7 6-9-7 7-10-1 2-0-0
I
5.0007 5x5
O
3x4-- 3x4;
4 6
tx4c 1x4
n 3x6 3x6: 1--4
G6 23 78 1" 1
yy
dsd
13 11 �
4x5= 4x4= 4x6= 4x8= 4X= 4x4= 4x5=
I
11-2-13 21-5-0 31-7-3 42-10-0
I
11-2-13 10-2-3 10-2-3 11-2-13
LOADING(pat) SPACING 2-0-0CSI DEFL (in) (loc) I/dee PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.71 Vert(LL) 0.13 10/9 993 M20(20ga) 258/216
TCDL 10.0 Lumber Increase 1.15 BC 0.56 Vert(TL) 0.20 10/9 662
BCLL 10.0 Rep Stress Incr YES WB 0.45 Horz(rL) 0.01 9 n/a
BCDL 10.0 Code TPI Min Length/LL dell=240 Weight:245(lbs)
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing.
BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied,or 10-0000 on center bracing.
WEBS 2 X 4 SVP No.2 Except: 1-14:6.3-0.
WEBS 1 Row at midpt 4-12,12-5, 12-6
REACTIONS Obs/size) 1=784/05-8,9=784/05-8,14=1297!05-8,10=1297/05.8,12=1255105.8
Max Horz 1=-83(load case 6)
Max Upltit 1=-228(load ase 4),9=228(Icad case 4),14=-321(load case 3),10=-320(load case 4),12=-332(load case 4)
Max Vert 1=784(load ase 5),9=784(load case 1),14=1314(load a 5),10=1318(load ase 6),12=1255(load ase 1)
FORCES
TOP CHORD 1-2-256,2-3=205,34=205,4-5=69,5.6=69,6.7=205,7-8=205,8-9=-256
BOT CHORD 310=236,10-11=75,11-12=75,12-13=75,13-14=75,1-14=236
WEBS 2-10-581,4-14=-545,4.12=184,5-12=-604,6-12=184,6-10=-545,8.10=-581
NOTES
1)This truss has been checked for unbalanced loading conditions about joint 5.
2)This truss has been designed for the wind loads generated by 90.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s.f.top chord dead load and 10.0
p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88).
Lumber Increase- 1.33,Plate Increase= 1.33.Both end verticals are exposed. ,�(G OF NEW
LOAD CASE(S) Standard
Z
FO
do Oel�a,
V
�FESS1
- i
Job Truss Truss TypeOty Pty
BBS3R BB9 STUDIO VAULT 1 1 MOORES LA.DEVELOPMENT, BLDG.#3 H101669
N51- Inc. mon jan age
40-10-2
-2-0-!)I 7-6-13 F 20-5-4 30-7-11 35-10-0 17-10-p
2-0.0 7-0-13 12-10.7 10-2-7 5-2-5 2-0-0 3-0-2
7x6- r [
5.000 P 6
2x4 ii �...1
5
4x7; p..(
m Sx10s 7 2x4 ii ry
d 4x6; 4 4x6;
C6 3 1 89
10= Y
4x7 s
2 rn
a
4x44 x
15 7.062714 3.00012 4x6x
2.5x4 ii 5x8= 2x4 a 46 a
7-0-13 1 16-4-0 26-6-5 1 35-10-0 138
7-6-13 8-9-3 10-2-5 9-3-11 2-11-10
Plate Offsets(X,Y): [15:0-2-8,0.2-0],[6:0-2-0,D-2-41,14:0-0-0.0-2-01,12:0-2-12.0-2-01
LOADING(psf) SPACING 2-0.0 CSI DEFL (in) (loc) Well PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.73 Vert(LL) 0.73 15113 584 M20(20ga) 258/216
TCDL 10.0 Lumber Increase 1.15 BC 0.98 Vert(TL) 1.10 15/13 389
BCLL 10.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.55 10 Na
BCDL 10.0 Code TPI Min Length/LL dell=240 Weight:284(Ibs)
LUMBER BRACING
TOP CHORD 2 X 6 SYP No.2*Except* TOP CHORD Sheathed or 2-2-15 on center purlin spacing,
36 2 X 6 SYP SS,1-2 2 X 4 SYP No.2,10.9 2 X 4 SVP No.2 except end verticals.
BOT CHORD 2 X 6 SYP No.2'Excapt* BOT CHORD Rigid ceiling directly applied,or 10.00.00 on center bracing.
14-5 2 X 4 SYP No.2,13.15 2 X 4 SVP SS Except: 1-15:7-&2,14-15:6-3-0,5-13:2-8-15,12-13:6-3-0,
WEBS 2 X 4 SVP No.2*Except* 11-12:6-3-0,10-11:6-3-0,13-15:5-5-0.
136 2 X 4 SYP SS WEBS 1 Row at midpt 6-12,4-13
2 Rows at 1/3 pts 7-10
REACTIONS pbs/sks) 1=2247/0.5-8,10=237010-5.6
Max Hors 1=4580oad case 3)
Max Uplift 1=-639(load case 4),110=571(load case 4)
FORCES
TOP CHORD 1-2=2247,2.3=-3469,3-4=-3469,4-5--8210,5.6=8316,6-7=-3365,7-8=-0.8-9=-0,9-10=354
BOT CHORD 10-11-2377,11-12=2377,12-13-3530,13-14=166,14-15=0.1315=3691,5-13=-664
WEBS 2-15=3205,4-15=1941,4-13=4458,6-13=6035,6-12=-495,7.12--W,7-10=-3333 OF NE-1v
NOTES g4p �g N. Bp Jt0
1)This truss has been designed for the wind loads generated by 90.0 m.p.h.winds at 25.0 feet above ground level,
using 7.0 p.s.f.top chord dead bad and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a Y
category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33, 1-
Plate
Plate Increase= 1.33.Both and verticals are exposed. n
fn
LOAD CASE($) Standard %
.� NCO �0 0 gy1,` Qi
ROF
Job Truss Truss Type Qty Ply
BSS3R '8810 MOD.QUEEN 1 1 MOORES LA.DEVELOPMENT,BLDG.#3 H101654
s11jeK Industries,Inc. on an Page
154-12 35-10-0
154-12 20-54
5.0007 5x5=
4 T-4
O
e-1
3x6 s 3x6; O
3 5
0 1"i
m 2x4 11 e"I
rn 2
oT 2x4 ti
� 6
109 is 7I
2x4 ii 4x6= 4x6= 2x4 ii
2x4 ii
35-10-0
35-10-0
LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Well PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.00 Vert(LL) 0.00 / •••• M20(20ga) 258216
TCDL 10.0 Lumber Increase 1.15 BC 0.00 Vert(TL) 0.00 / ••••
BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a
BCDL 10.0 Code TPI (Matrix) Min Length/LL dell=240 Weight:289(Ibs)
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed
BOT CHORD 2 X 6 SYP No.2 BOT CHORD 1-10:4-3-6,9-10:3-5-4.7-8:6-3-0.8-9:6-3-0.
OTHERS 2 X 4 SYP No.2
FORCES
NOTES
1)Gable requires continuous bottom chord bearing.
2)Gable studs spaced at 24 Inches on center.
3)Gable studs exceeding 72 Inches length to be laterally braced at midpoint.For studs exposed to wind,am MTek"Standard Gable End Detail".
4)Studs to be fastened with v M20 plates.
I.SX4
LOAD CASE(S) Standard
OF New
BOgq`O19
r-
n �
2
061
R
Job Truss Truss Type Qty Ply
BBS3R 'BB11 MOD.QUEEN 6 1 MOORES LA.DEVELOPMENT, BLDG.#3 mlulo=I
rjbLs4 1994 MI-Teknus nes,Inc. Mon Jan age
1-2-0 8-3-6 15-0-12 } 22-6-2 + 29-7-8 35-10-0
1-2-0 7-1-6 7-1-6 7-1-6 7-1-6 6-2-8
5.000 ry 5x6-
5 r .(
O
4x4, 4x4;
46, 4 6 46; CrD
3 7 1--I
0 47; r–q
45 s 8
0
2
T 2x4 u
Cl) 9
c; 717— y
15 14 12 11 1YY
2.5x4 4x4= 13 4x6= 4x4- 5x6-
4x8=
46-
4-8-11 15-4-12 26-0-13 35-10-0
4-8-11 10-8-1 10-8-1 9-9-3
LOADING(psf) SPACING 240-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.47 Vert(LL) 0.24 13/12 999 M20(20ga) 258216
TCDL 10.0 Lumber Increase 1.15 BC 0.94 Vert(TL) 0.3613/12 999
BCLL 10.0 Rep Stress Incr YES WB 0.75 HOR(TL) 0.07 10 n/a
BCDL 10.0 Code TPI Min Length/LL deft=240 Weight:261 (Ibs)
LUMBER BRACING
TOP CHORD 2 X 6 SYP No.2*Except* TOP CHORD Sheathed or 3.2-14 on center purlin spacing,
1-2 2 X 4 SYP No.2,10.9 2 X 4 SYP No.2 except end verticals.
BOT CHORD 2 X 6 SYP No.2 BOT CHORD 1.15:6-3-0,14-15:ti-3-0,13.14:6.3-0,11-12:6.3-0,10-11:6-3-0,
WEBS 2 X 4 SYP No.2 12-13:6-3-0.
WEBS 1 Row at midpt 4-14,14-6.14-5
2 Rows at 1/3 pts 8.10
REACTIONS (lbs/size) 1=2173/0-2-9(input: 0.2-4),10=2173/0-2-9(input: 0-2-4)
Max Horz 1=451(load case 2)
Max Uplift 1=515(load rase 4),10=515(load case 4)
FORCES
TOP CHORD 1-2=2082,2-3=17211,3-4=4721,4-5=2147,5-6=-2147,6-7=-3178,7-8=-3178,8-9=0,9-10=-273
BOT CHORD 10-11=2975,11-12=2693,12-13=2893,13.14=2693,14-15=2003,1-15=-0
WEBS 2-16=1910,4.15=-861,4-14=-29,5-14=1072,6-14=946,6-11=503,8-11=55.8-10=-3430
NOTES
1)This truss has been designed for the wind bads generated by 90.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s.f.top chord dead bad and 10.0
p.s.f bottom chord dead load,0.0 miles from hunicane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7.88).
Lumber Increase= 1.33,Plate Increase= 1.33.Both and verticals are exposed. P�� N��
2)Required bearing size at joint(s)1,10 greater than input bearing sae.
�
A
ds
LOAD CASE(S) Standard
♦ C7
0619'ia� �?
AR�FcSSIONP�
JobTruss Truss Type Oty, Ply j
BBS3R •BB12 MOD.QUEEN 2 1 MOORES LA.DEVELOPMENT,BLDG.#3 H101656
s c 1 e nus nes, nc. Mon Jan age
1-2-1 8-3-7 15-4-12 22-6-2 29-7-8 35-10-0
1-2-1 7-1-6 7-1-6 7-1-6 7-1-6 6-2-8
5.0007 5x5-
5
3x4 3x4; C
3x6; 4 6 3x6; 1-1
3 7
ab 4x<�::
4x4 c 1�
m 8 1--�
o 2x411
A 9
`" I
12 1
2x4 it 4x4= 13 4x6= 4x4= 3x4 ii
4x8=
4x6=
4-8-12 15-4-12 26-0-13 35-10-0
4-8-12 10-8-1 10-8-1 9-9-3
Plate Onsets(X,Y): (8:0-1-4,0.1-8)
LOADING(psi SPACING 2-0-0 CSI DE- (in) (loc) Well PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.94 Vert(LL) 0.12 15/14 999 M20(20ga) 258/216
TCDL 10.0 Lumber Increase 1.15 BC 0.58 Vert(TL) 0.18 15/14 718
BCLL 10.0 Rep Stress Incr YES WE 0.47 Horz(TL) 0.01 10 n/a
BCDL 10.0 Code TPI Min Length/LL dell=240 Weight:231 (Ibs)
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 64)-0 on center purlin spacing,
BOT CHORD 2 X 6 SYP No.2 except end verticals.
WEBS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied,or 10-00-00 on center bracing.
Except: 1-15:6-3-0,14-15:6-3-0, 10-11:6-3-0.
WEBS 1 Row at midpt 4-14,14-6,14.5
REACTIONS (lbs/size) 1=392/0-2-4,10=566/0-2-4,15=725/0-5-8,14=1367/0-5A,11=1213/0-5-8
Max Horz 1=439(load case 2)
Max Uplift 1=1530oad case 2),110=1121(load case 4),15=1 47(load case 3),14=-389(load case 4),11=-287(load case 4)
Max Vert 1=409(1 ad case 5),10=i80(Ioad case 6),15=732(load case 5),14=1367(load case 1),11=1213(load case 6)
FORCES
TOP CHORD 1-2=302,2-3=20,3-4=20,4-5=23,5.6=23,6-7=133,7-8=133,8.9=0,9.10=-234
BOT CHORD 10.11=255,11-12=143,12-13=143,13-14=143,14.15=210,1-15=-0
WEBS 2-15=22,4-15=-468,4-14=-306,5-14=-594,6-114-2117,6-111=-546,8-11=-502,6-10=-292 P,�� OF III y
NOTES C � N 80A 1P
1)This truss has been checked for unbalanced loading conditions about joint 5.
2)This truss has been designed for the wind loads generated by 90.0 m.p.h.winds at 25.0 feet above ground level, r.
using 7.0 p.s.f.top chord dead load and 10.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a
category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33, m
Plate Increase= 1.33.Both end verticals are exposed. Z(P
LOAD CASES) Standard
061q%
�4
FES
P�'
Job Truss Truss Type Qty Ply
I
BBS3R 'BB13 MONO TRUSS 1 1 MOORES LA.DEVELOPMENT,BLDG.#3 H101657
s c i e nus nes,Int. Mon Jan age
-2-0-0 12-10-0
2-0-0 12-10-0
1.5x4 ii
3y*/V\18* 4
3 ,..�
5.000 FT2 C
1-(
O�
f4 r--I
co
2x4
2
I
1.5x4 II 1.5x4
12-10-0
12-10-0
LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deg PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.00 Vert(LL) 0.00 / "•• M20(20ga) 258/216
TCDL 10.0 Lumber Increase 1.15 BC 0.00 Vert(TL) 0.00 / --
BCU. 10.0 Rep Stress Incr YES WB 0.D0 Horz(TL) 0.00 n/a
BCDL 10.0 Code TPI (Matrix) Min Length/LL deft=240 Weight:98 Qbs)
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Sheathed
2-3 2 X 6 SYP No.2 BOT CHORD 1-5:6.3-0.
BOT CHORD 2 X 4 SYP No.2
OTHERS 2 X 4 SYP No.2
FORCES
NOTES
1)Gable requires continuous bottom chord bearing.
2)Gable studs spaced at 24 Inches on oeMer.
3)Gable studs exceeding 72 inches length to be laterally braced at midpoint.For studs exposed to wind,see MTek"Standard Gable End Detair.
4)Studs to be fastened with - M20 plates.
1.5x4
LOAD CASE(S) Standard
OF NEwy
n
Z
N�� 'Y0 0611 a•`
Job Truss Truss Type Qty Pry
BBS3R ,, BB14 MONOTRUSS 4 1 MOORES LA.DEVELOPMENT,BLDG.#3 H101658
N5L JAW S UCt 14 1994 MRek Industries,Inc. Mon an age
-2-0-0 5-4-12 k 12-10-0
2-0-0 5-412 7-5-4
3xS�MIg 1.554u
4 �
5.000 r12 C
r-(
3x4;
0 3 .--1
m
4x4;
2
�I
1.5x4 ii 3X4- 3)4
f 5-0-12 12-10-0
5-4-12 7-5-4
LOADING(psf) SPACING 24)-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.69 Vert(LL) 0.11 7/6 999 M20(20ga) 258/216
TCDL 10.0 Lumber Increase 1.15 BC 0.57 Vert(TL) 0.16 7/6 929
BCLL 10.0 Rep Stress Incr YES WB 0.34 Horz(TL) -0.01 6 n/a
BCDL 10.0 Code TPI Min Length/LL dell=240 Weight:91 (Ibs)
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Sheathed or 6-0-0 on center pudin spacing,
2-4 2 X 6 SYP No.2except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD 1-7:58-0,6-7:6-3-0.
WEBS 2 X 4 SYP No.2 WEBS 1 Row at midpt 3-6
REACTIONS (lbs/size) 1=913/0-58,6=753/0-5.8
Max Hors 1=826(load case 3)
Max Uplift 1=270(load case 2),6=-375(load case 3)
FORCES
TOP CHORD 1-2=808,2-3=-781,3-4--0,4-5=0,5.6=292
BOT CHORD 6-7-721,1-7=-O
WEBS 2-7=734,3-7=114,3.6-786
NOTES
1)This trues has been designed for the wind loads generated by 90.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s.f.top chord dead bad and 10.0
p.s.f bottom chord dead load,0.0 miles from hurricane ocaerdine,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7.88).
Lumber Increase= 1.33,Plate Increase= 1.33.Both end verticals are exposed.
LOAD CASE(S) Standard 10, OF NEW
BOggOq
r
ZN 2
ti `.
Job Truss Truss Type City Ply
BBS3R BB15 MONO TRUSS 1 2 MOORES LA.DEVELOPMENT, BLDG.#3 H101659
JAWSUC1141994M
i e nus nes, nc. on an age
2-1-9 5-7-3 9-0-14 12-10-0
2-1-9 3-5-10 3-5-10 3-9-2
2-PLY TRUSS 1.5X4 ii
3x8/M l8- 7
5.000 Ff2 4x5; 6 r{
5 C
3x4;
0
4
3x4CID s
6x8= 3
2
111 10 9
3 6x7= 6x6- 7x6-
6x6=
2-1-9 5-7-3 9-0-14 12-10-0
2-1-9 3-5-10 3-5-10 3-9-2
Plate Offsets(X,Y): [11:0.1-12,0-4-4],[10:0-0-0,04-4),[9:0-",0.4-4],(4:0.1-0,0-1.8),[5:0-1-4,0-1-8[
LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udell PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.31 Vert(LL) 0.07 10/9 999 M20(20ga) 258/216
TCDL 10.0 Lumber Increase 1.15 BC 0.71 Vert(TL) 0.11 10/9 999
BCLL 10.0 Rep Stress Incr NO WS 0.76 Horz(rL) 0.03 8 n/a
BCDL 10.0 Code TPI Min Length/LL deb=240 Weight:114(Ibs)
LUMBER BRACING
TOP CHORD 2 X 4 SVP No.2*Except* TOP CHORD Sheathed
2-0 2 X 6 SYP No.2 except end verticals.
BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied,or 10-00.00 on center bracing.
WEBS 2X4SYP No.2
REACTIONS (Ibs/size) 1=7131/0.5.8,8=7131/0.4-3(Input: 0.3$)
Max Horz 1=763(load case 3)
Max Uplift 1=-2452(load case 2),8=-2634(load case 3)
FORCES
TOP CHORD 1-2=-6083,2.3---7400,3-41=7466,4-5=4289,5-6=-O.6.7=0,7-8=145
BOT CHORD 8-9=3959,9.10=6892,10-11=6831,1-11=0
WEBS 2-11=7525,3-11=-274,3.10=68,4-10=3639,4-9=-3982,5-9=6441,5-8=-6437
NOTES
1)2-ply trams to be connected together with 10d nails as follows: Top chords connected with 1 row(s)at 12 inches on center. Bottom chords connected with 2
row(s)at 5 Inches on center. Webs connected with 1 row at 6 Inches on center.
2)This truss has been designed for the wind loads generated by 90.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s.f.top chord dead load and 10.0
p.s.f bottom chord dead load,0.0 miles from hurricane oeeanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with ex osure D(ASCE 7-88).
Lumber Increase= 1.33,Plate Increase= 1.33.Both end verticals are exposed.
3)Required bearing size at Joint(s)8 greater than input bearing size. � OF KE4,
LOAD CASE(S) gEs N. BO y0
1)Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads Obs per R)
Vert:2-3=80.0,3-4=-80.0,4-5=80.0,5.6=80.0,6-7=80.0,8-9=-1057.2,9-10=-1057.2,10-11=-1057.2,
1-11=-1057.2 I�
xtP `
ti
O ° 061 a �
�OFesS1
Job Truss Truss Type Qty Ply
BBS3R BB16 MONO TRUSS 1 1 MOORES LA.DEVELOPMENT, BLDG.#3 H101660
�1S s c 199 i e nus nes,Inc. Mon Jan 1519.f4:4b lb'J5 Page 1J:
-2-0-0 I 12-10-0
2-0-0 12-10-0
3X8/MIS 1.5x4 ii
4
5.0007 3
.-1
O
1—�
O
c? 2x411
t; 2 •-i
m
c�
L6
A
1.5x411 1.5x4 a
12-10-0
12-10-0
LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Well PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.00 Vert(LL) 0.00 / "" M20(20ga) 258/216
TCDL 10.0 Lumber Increase 1.15 BC 0.00 Vert(TL) 0.00 /
BCLL 10.0 Rep Stress[nor YES WB 0.00 Horz(TL) 0.00 n/a
BCDL 10.0 Code TPI (Matrix) Min Length/LL deft=240 Weight:123(Ibs)
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Sheathed
2-3 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied,or 10-00-00 on center bracing.
BOT CHORD 2 X 4 SVP No.2
OTHERS 2 X 4 SYP No.2
FORCES
NOTES
1)Gable requires continuous bottom chord bearing.
2)Gable studs spaced at 24 inches on center.
3)Gable studs exceeding 72 inches length to be laterally braced at midpoint.For studs exposed to wind,see MTek"Standard Gable End Detair
4)Studs to be fastened with v M20 plates.
1.sxq
LOAD CASE(S) Standard
of NE4,
g�lP�Es N 80,1 yOq�
f-
A
YN�O �O 06
:
Job Truss Truss Type Ory Ply
B8S3R "8817 MONO TRUSS 2 1 MOORES LA.DEVELOPMENT,BLDG.#3 H101661
s c i e nus nes, ne. on an age
-2-0-0 5-4-12 12-10-0
2-0-0 5-4-12 7-5-4
1.5x4 n
3xg/MIS * 5
5.000 FT2 4
3x4; o
3
cr' 4x4 s .—+
? 2
Cl)
C4
7
1.5x4 ii 3x4- 3x4-
i
5-0-12 12-10-0
5-4-12 7-5-4
LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) WellFM22
GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.98 Vert(LL) 0.10 7/6 999 258216
TCDL 10.0 Lumber Increase 1.15 BC 0.51 Vert(TL) 0.16 7/6 968
BCLL 10.0 Rep Stress Incr YES WB 0.29 Horz(TL) -0.01 6 n/a
BCDL 10.0 Code TPI Min Length/LL deft=240 (lbs)
LUMBER BRACING
TOP CHORD 2 X 4 SYP N0.2*Except* TOP CHORD Sheathed or 6-0-0 on center purlin spacing,
2-4 2 X 6 SYP No.2 except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD 1-7:5-0.14,6-7:6-2-12.
WEBS 2 X 4 SYP No.2 WEBS 1 Row at midpt 3-6
REACTIONS (lbs/size) 1=913/0.5-8,6=753/0-5.8
Max Horz 1=1090(load case 3)
Max Uplift 1=330(load ease 2),6=-M(load case 3)
FORCES
TOP CHORD 1-2=408,23=-471,3.4-0,4.5=-0,5-0=292
BOT CHORD 6-7=434,1-7=-0
WEBS 2-7=505,37=-6,3.8=537
NOTES
1)This truss has been designed for the wind loads generated by 90.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s.f.top chord dead load and 10.0
p.s.f bottom chord dead load,0.0 miles from hurricane oceanlins,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88).
Lumber Increase= 1.33,Plate Increase= 1.33.Both end verticals arc exposed. OF NjEw
LOAD CASE(S) Standard
�g
r
Z
O
tn� A vC 061 '6 4/
RpF�
i i
Jobs Truss Truss Type Oty ply
BBS3R •BB18 MONO TRUSS 1 2 1 MOORES LA.DEVELOPMENT, BLDG.#3 H101662
s i e nus es, nc. on an age
1-7-131 3-1-0 7-9-12 12-10-0
1-7-13 3-1-0 4-8-12 5-0-4
2-PLY TRUSS 1.5x411
5.000 J2 3x8/m 18 - 6
5
4x4
4
O
3x4 s I
3 c':
1? 45-1
n 2
ob
M
LIS
M
9 8
3x6 ii 6x6 - 6x6- 6x6=
1-7-131 3-1-0 7-9-12 1 12-10-0 1
1-7-13 3-1-0 4-8-12 5-0-4
Plate Offsets(X,Y): 17:0.1-12,0-4-41,[9:0-0-0,0-"1,[8:0-1-8,0-4-41,14:0.0-12,0.1-8]
LOADING(psf) SPACING 24)-0 CSI DEFL (in) (loc) t1deR PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.51 Vert(LL) 0.09 9/8 999 M20(20ga) 258/216
TCDL 10.0 Lumber Increase 1.15 BC 0.97 Vert(TL) 0.14 9/8 999
BCLL 10.0 Rep Stress Incr NO WB 0.78 HOR(TL) 0.01 7 n/a
BCDL 10.0 Code TPI Min Length/LL deft=240 Weight: 121 (Ibs)
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Sheathed
2-5 2 X 6 SYP No.2 except end verticals.
BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied,or 10-00.00 on center bracing.
WEBS 2 X 4 SYP No.2
REACTIONS abs/size) 1=7131/0-5.8,7=7131A)-4-3(input: 0-3-8)
Max Horz 1=1027(Wad case 3)
Max Upliff 1=-25180oad case 2),7=-2784(load case 3)
FORCES
TOP CHORD 1-2=-W79,2-3=-4098,3-4=-3708,4-5=-O,5-6=.0,6-7=495
BOT CHORD 7-8=3423,8.9=3783,1-9=-O
WEBS 2-9=5423,3-9=166,3.8=-483,4-8=5400,4-7=5542
NOTES
1)2-ply truss to be connected together with 10d nails as follows: Top chords connected with 1 row(s)at 12 inches on center. Bottom chords connected with 2
row(s)at 5 inches on center. Webs connected with 1 row at 6 inches on center.
2)This true has been designed for the wind Wads generated by 90.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s.f.top chord dead bad and 10.0
p.s.f bottom chord dead bad,0.0 mike from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24. ure D(ASCE 7-88).
Lumber Increase= 1.33,Plate Increase= 1.33.Both end verticals are exposed.
3)Required bearing size at joint(s)7 greater than input beamg size. �(� �F �El'V
LOAD CASE(S) ��,e►`fS tJ ep�y0�
1)Lumber Increase=1.15,Plate Increase--1.15
Uniform Loads abs per R)
Vert:2-3=80.0,3.4=80.0,4-5=-80.0,5-0=-80.0,7.8=1057.2,8-9=-1057.2,1-9=.1057.2 V
do 061 Ah. 4,
AROF ESSIO�A�
I