Plans (136) U-7453 1 k 1-414c--f- c;k ' ' ()<--6-N‘
,‘...i pl ,-- •" 'ic' wc •• -, ,
,r - t
,$)j_I /;0
I 48'
1--5'-----H—5' I 17' I 11' I lo..',
2' iii 41;-I- rt.11.1ii' nz i to,-N-
17' I 13'
o i I o 0
lig 12 11E-2' 12 131!V-2' 2 2 1 1 21 2 2 ' I I I 21 2
1 •
c j 1 1 x 1. 4 x 1.\ %,,\_\N „% I. .....,„ , .1, i. .. 11.411,111.4/..111,41.111...0.0.01. ail
, )L =1_1111111111111111M1111 Alg_
CJ 2 00Q
.Il iLig_ lik As
. Aii CJ2
1, 1.2Mill i CJ3
li i I 4
i
1
I
rill i
ti E. ..117 D
111111117 C
i
$ 1
g MN D1 IIIIIIIIMIIII4I."
. __ _4.! .•_
-
0 4 1_111101111111111111111111M 2
In NMI$111, g
11151111111.111,111.0gRMr
fikillejlelb EENEILIFINIV4IF 110r v v v v v v v"
c.:10m.............,.‘..,$ —
03
x X 111.113111111 \
43 •
1116..!Ila - .m.e.h, CO 03 03
43 c:i T • 1 cb - " All , CJ3
CJ2 A7
NW •
• '''
•CJ 3 % \ FG1 A8 •
1 lb.I .
4 619Nfci poluniLim immummunir
IA9 •
01 \\----
.!AllWallM1111111r,
nor Alb\.. .
A d 0 LI ir Al 0
3'1 IIIProgir All
, •
•
o,
, manI J2 •
Al I ,
,
11,K•O•Valb.‘11,•0111-, NrI. 4,
A C3
J4 CJ ,,, ; 1 • csi
... a A5 •
-•
A4 -
J7 ig •
•
g _
CJ3 t
A\
A3
- N
• NN --,
CJ2 N AM 41111111k. A2
—Mr 1 - M‘114 •. -
A1110111111111k
Al
ZIC ' FG2 I I Prl A N
\ N
Q ' =
a \
co
co i CJ3
_ . it
1§CJ2 A X 1 .?1 i E •111"
\• CJ3
.o. P2IN,1111EINIAIIHIrtialr-- G, \
7____
N CJ2
49
_ 1 Mr 1
N ',XXI X I X KX XX ' XX N. CA ____ _
r c) 21211121 ,12
,.., r„
2'
H 3' 5' - 13' I 16' I 8'—1
-. -0
Customer:FOUR D CONSTRUCTION CO.
Or 1> 9 co— Desc.' BUTTERFIELD PARK LOT 8
m — -, W TRUSEI,m1dIra...._
M 03 ADDRESS: 14459 SW 88th AVE IBISEVELIM
z coa 2 Designed by: IKE ISAKSON
0 --1P 0411:,7,.....,.......... ;....
, _ _
Job Number: 0718087 Ply:1 SEQN:290220/T28/HIPS
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 1 FROM:IKE DRW:
Truss Label: A Wgt:0.0 lbs ... / ... 07/19/18
7'11"4I 25'0"12 I 33'
7'11"4 17'1"8 7'11"4
2712 7'11"411'4"6 14'11"4 18'0"12 21'7"10 25'0'12 30'9"4 33'
I 2,2"12I 5'8"6 I 3'5"2 I 3'6"14 I 3'1"8 I 3'6"14 I 3,5"2 I 5'8"8 'I 27121
CI DT�1"5 W4X5 1111.5X4 =3X5 =4X5 =5X7
12 - D` E ... G H
T ° �
W; '`
: W1 /W1
v 06X8 W4 W6 1%6X8
I
.3 5(A1 wZ ���`�J=3X5(A1)
III4X5R .5X7 5X5 =8X10 I11H0312 .5X5 =5X7 1114XSK
I-2' f 29' A 2'--I
2712 58"83'5"2 3'6"14 3'1"8 3'6"14 3'5"2 5'8"8 2'2"12
I 2'2"121 7'11"4 I 11'4"6 I 14'11"4 I 18'0"12 I 21'7"10 I 25'0"12 I 30'9"4 I 33' I
33
33'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.234 N 999 360 R 2372 /461 /- /- /- /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.563 N 863 240 K 2950 /649 /- /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.052 C - - Wind reactions based on MWFRS
EXP:B
Des Ld: 42.00 Mean Height:32.33 ft HORZ(TL): 0.126 C - - R Min Brg Width Req= 2.2
NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 K Min Brg Width Req= 2.8
s rigid Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.760 Bearings R&K are a gid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.660
Spacing:24.0" C&C Dist a:3.30 ft Rep Factors Used:Yes Max Web CSI: 0.726 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 98 -261 F-G 1312 -6128
Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.000.0327.16 B-C 652-3193 G-H 1150 -5136
Lumber C-D 852-4174 H-I 958 -4129
Top chord 2x4 HF#2:T2 2x4 DF-L#1&Bet.: E-E 1124-5378 I-J 101 311
Bot chord 2x6 DF-L SS E-F 1124-5378
Webs 2x4 HF Std/Stud
:W2,W4,W12,W14 2x4 DF-L#2: Maximum Bot Chord Forces Per Ply(lbs)
:W6,W8,W10 2x4 DF-L Std/Stud: Chords Tens.Comp. Chords Tens. Comp.
Special Loads A-R 257 -56 N-M 5226 -1167
-----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) R-Q 404 71 M-L 3641 834
TC-From 66 plf at 0.00 to 66 plf at 7.94 Q-P 2826 -568 L-K 491 -99
TC-From 66 plf at 7.94 to 66 plf at 18.06 P-0 4285 -880 K-J 305 -59
TC-From 33 plf at 18.06 to 33 plf at 25.06 0-N 6072-1300
TC-From 66 plf at 25.06 to 66 plf at 33.00
BC-From 20 plf at 0.00 to 20 plf at 18.06 Maximum Web Forces Per Ply(lbs)
BC-From 10 plf at 18.06 to 10 plf at 25.05 Webs Tens.Comp. Webs Tens. Comp.
BC-From 20 plf at 25.05 to 20 plf at 33.00
BC-1593 lb Conc.Load at 18.06 R-B 491 -2143 F-N 916 -236
BC- 254 lb Conc.Load at 19.00 B-Q 2503 -495 N-G 1396 -223
BC- 229 lb Conc.Load at 21.00,23.00
BC- 481 lb Conc.Load at 25.05 Q-C 175 -502 G-M 216 -1209
C-P 2098 -439 M-H 2327 -490
Loading P-D 367-1497 H-L 55 -198
Bottom chord checked for 10.00 psf non-concurrent D-O 1649 -366 L-I 3269 746
bottom chord live load applied per IRC-15 section E-O 85 -217 I-K 673 -2698
301.5. 0-F 287-1201
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24"OC.
Wind
Wind loads and reactions based on MWFRS.
Left and right cantilevers are exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT.* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,byTPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 TRUAS a- Eni
as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. kefer to' _,lmpor.*-."
drawings 160A-Z for standard plate positions. ,_ -----------
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSITTPI 1,or for handling shipping,installation and bracing of trusses.A seal on this d&awing or cover page
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this &awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites:ALPINE: ww&alpineitw.com:TPI:www.tpinstoro.SBCA:www.sbcindustrv.comr ICC:mee,iccsafe.ora
Job Number: 0718087 Ply:1 SEQN:290223/T21/HIPS
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 1 FROM:IKE DRW:
Truss Label: Al Wgt:0.0 lbs ... / ... 07/19/18
I 9'11'4 I 23'0"12 I 33'
I
9'11"4 13'1"8 9'11"4
2222:1122 I 9'11'4 I 16'8" I 23'0"12 I 30'9"4 I 33' I
7'8"8 8'6"12 6'6'12 7'8"8 2'2"12
c.LGX01"11 I 1111..5X4 =E 6
T12 0 ,� _ 6 s
6 �
W4
$4X58W F�4X5
`• W2 r
e3X5(A1)A ^ . C� Gm3X5(A1) �30
i 35 ., ppqq
L K J I
1111.5Xp4 M -4X5 =3X5=3X7 =--4X5 viz.
I--2' A 29' 1 2'—I
I 2'2"12 I 78"8 I 8'6"12 I 6'6"12 I 7'8"8 I 2'2"12 I
2'2"12 9'11"4 18'8" 23'0"12 30'9"4 33'
I 33
33'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L./clef] LJ# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.100 D 999 360 M 1413 /213 /652 /- /75 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.279 D 999 240 H 1413 /213 /652 /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.024 C - - Wind reactions based on MWFRS
Des Ld: 42.00 EXP:B HORZ(TL): 0.063 C - - M Min Brg Width Req= 2.0
NCBCLL: 10.00 Mean Height:32.83 ft Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= 2.0
TCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.840 Bearings M&H are a rigid surface.
Soffit: 2.00 BCDL:6.0 psf
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.550
Spacing:24.0" C&C Dist a:3.30 ft Rep Factors Used:Yes Max Web CSI: 0.351 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 87 -189 D-E 442 -1987
Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 386-1682 E-F 386 -1682
Lumber C-D 442-1987 F-G 87 -189
Top chord 2x4 HF#2
Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp.
:W2,W4,W6,W8 2x4 HF#2: A-M 210 -87 J-I 1441 -229
Loading M-L 286 -108 I-H 286 -109
Bottom chord checked for 10.00 psf non-concurrent L-K 1441 -228 H-G 211 87
bottom chord live load applied per IRC-15 section K-J 1441 -228
301.5.
Truss designed for unbalanced snow loads. Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp. Webs Tens. Comp.
Purlins M-B 403-1290 J-E 680 -106
In lieu of structural panels use purlins to brace all flat B-L 1322 -163 E-I 162 -69
TC @ 24"OC. L-C 162 -69 I-F 1322 -163
Wind C-J 680 -106 F-H 403 -1290
D-J 160 -685
Wind loads based on MWFRS with additional C&C
member design.
Left and right cantilevers are exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building
Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly
attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing rnslalled per BCSI sections B3,B7 or B10, T,I U:'.......,41—,- nEnrs>E
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f7efer to
drawings 160A-Z for standard plate positions. 101.14 .'..7.!.•- —
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing,indicates acceptance of professions engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this iob's general notes page and these web sites:ALPINE: www,a_Ipineitwsom:,TPI:www.toinst.ora:SBCA:ymmmsbcinduste sam:ICC:www.iccsafe.ora
Job Number: 0718087 Ply:1 SEQN:290247/T22/HIPS
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 8Qty: 1 FROM:IKE DRW:
Truss Label: A2 Wgt:0.0 lbs ... / ... 07/19/18
11.11"4 21'012 33'
11'11"4 I 9'1"8 I 11'11"4I
22"12 I 9'5"4 I 11'11"4 I 16'6" I 21'012 I 23512 I 30'9"4 I 33'
22"12 72"8 2'6" 4'612 4'612 2'6" 72"8 2212
D IiiI1"11 I 211 r4 — 114FX5
7
12 )5X47. 111.5X4
W
5.2
in
io
W5
I
04x5.... N 4X5
II" 6 S "II
=3X5(A1)A I=3X5(A1)
0.30,
�'5
lO N M L K '
1112 4 -5X7 >=3X5=3X7 =5X7 112
H 2' A 29' 1 2'--I
r'
22"12 I 72"8 I 7.012 I 7012 I 7'2"8 I 21112
22"12 9'5"4 16'6" 235"12 30'9"4 33'
I 33
33'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.081 E 999 360 O 1468 /215 /654 /- /91 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.200 E 999 240 J 1468 /215 /654 /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.023 C - - Wind reactions based on MWFRS
EXP:B
Des Ld: 42.00 HORZ(TL):HORZ TL: 0.053 C - - 0 Min Brg Width Req= 2.0
Mean Height:33.33 ft
NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 J Min Brg Width Req= 2.0
Soffit: 2.00BCDL:6.0 psf
Bldg Code: IRC 2015 Max TC CSI: 0.676 Bearings 0&J are a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.526
Spacing:24.0" C&C Dist a:3.30 ft Rep Factors Used:Yes Max Web CSI: 0.547 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 53 -155 E-F 420 -1485
Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 398-1701 F-G 507 -1631
Lumber C-D 507-1631 G-H 398 -1701
D-E 420-1485 H-I 53 -155
Top chord 2x4 HF#2
Bot chord 2x4 HF#2
Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs)
:W2,W10 2x4 DF-L Std/Stud::W5,W7 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp.
Loading A-O 170 -45 L-K 1282 -185
Bottom chord checked for 10.00 psf non-concurrent N-N 2891 K-J 261 -45
bottom chord live load applied per IRC-15 section N-M 12822 -184 J-I 170 45
301.5. M-L 1282 -184
Truss designed for unbalanced snow loads.
Maximum Web Forces Per Ply(lbs)
Purlins Webs Tens.Comp. Webs Tens. Comp.
In lieu of structural panels use purlins to brace all flat O-B 411 -1350 L-F 405 -83
TC@24"OC. B-N 1237 -197 F-K 490 -154
C-N 231 -500 K-G 231 -500
Wind N-D 490 -154 K-H 1237 -197
Wind loads based on MWFRS with additional C&C D-L 405 -83 H-J 411 -1350
member design. E-L 123 -501
Left and right cantilevers are exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing.and bracing.,Refer to and follow the latest edition of SCSI(Building
Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10, TRU __.-..7,U?...;:,.....
as a applicable. A T plates to each face,of truss andposition as shown above and on the Joint-Details, unless noted otherwise. Refer to NI. ' n_finErs
PP AppTy tea+-+*"
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI/TPI 1,or for handling{shipping,installation and bracing of trusses.A seal on this dgrawing or cover page•
listing this drawing,indicates acceptance of pro esslona en ineerina responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibilit)Tof the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this lob's general notes page and these web sites:ALPINE: www aloineitw.com,TPl:w ,pint org:SBCA: www sbcindustrywv.
.com:ICC:wiccsafe ort
Job Number. 0718087 Ply:1 SEQN:290240/T23/HIPS
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT&Qty: 1 FROM:IKE DRW:
Truss Label: A3 Wgt:0.0 lbs ... / ... 07/19/18
I 311"4 I 19'0'12 1 33' 1
13'11"4 51"8 1311"4
1 2 2"12 1 9'5"4 1 13'11"4 1 19'0"12 23'8"12 30'9"4 I 33 1
27"12 7'2"8 7'2"8 2'2"12
TD 141S17 Al 1 I 14X5
12 nw. WS
1.5X4C s F 101.5X4
W;
/4X513e p G 4X5
>e3X5(Ai)A II W2 - y ,+ H>•3X5(A1)
_0.30'N NI 'L K J P'!I
102 e5X7 =3X5.3X5 e5X7
2X4
F'-2' 1 29' j 2'—I
I 22 12 I 72 8 I 70'12 I 7012 1 72'8 1 22 12 1
2'2'12 9'5"4 16'6" 23'6'12 30'9"4 33'
I 33
33'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.081 K 999 360 N 1528 /215 /654 /- /106 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.182 K 999 240 I 1528 /215 /654 /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.026 C - - Wind reactions based on MWFRS
Des Ld: 42.00 EXP:B HORZ(TL): 0.058 C - - N Min Brg Width Req= 2.1
Mean Height:33.83 ft
NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 I Min Brg Width Req= 2.1
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.680 Bearings N&I are a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.510
Spacing:24.0" C&C Dist a:3.30 ft Rep Factors Used:Yes Max Web CSI: 0.592 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): . A-B 49 -140 E-F 516 -1848
Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 399-1874 F-G 399 -1874
Lumber C-D 516-1848 G-H 49 -140
Top chord 2x4 HF#2 D-E 396-1290
Bot chord 2x4 HF#2
Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs)
:W2,W9 2x4 DF-L Std/Stud: Chords Tens.Comp. Chords Tens. Comp.
:W4,W5,W6,W7 2x4 HF#2: A-N 152 -40 K-J 1263 158
Loading N-M 247 -106 J-I 247 -62
Bottom chord checked for 10.00 psf non-concurrent M-L 1263 -157 I-H 152 40
bottom chord live load applied per IRC-15 section L-K 1263 -157
301.5.
Truss designed for unbalanced snow loads. Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp. Webs Tens. Comp.
Purlins
In lieu of structural panels use purlins to brace all flat B-B 340--214 E-E 206 53
TC @ 24"OC. B-M 1340 -214 E-J 548 -11 64
C-M 226 -543 J-F 226 -543
Wind M-D 548 -164 J-G 1340 -214
Wind loads based on MWFRS with additional C&C D-K 206 53 G-I 423 -1404
member design.
Left and right cantilevers are exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propeiiy
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, tITtU88 --i 1�
as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to f`Iv``.'i`_rat rdirvis
drawings 160A-Z for standard plate positions. . .-:.•`
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page •
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2.
• For more information see this lob's general notes pane and these web sites:ALPINE: www.aloineitw.com;TPI:www.toinst.orajSBCA:www.sbcindustrv.com:ICC:sovw iccsafe.ora,
Job Number: 0718087 Ply:1 SEQN:290251/T24/HIPS
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 1 FROM:IKE DRW:
Truss Label: A4 Wgt:0.0 lbs ... / ... 07/19/18
1511"4 11'1"17'5'12 33' I
I 15'11"4 15'11"4
22"12 9'5'4 15'11"4 17212 23'6'12 30'9"4 33'
I 72'12 I 72'8 I 60' I,... 6�6' I 7.7.8 12 2"12 I
6 I . 03X5 C F.43X5
I
N.
/4X5 B W9 G\4X5
=3X5(A1)1 Ir W2 ,+ , \H=3X5(A1)
_ i5 I�I , " �3a
2X40 N 'M L K J ^I
a 114X5 =3X5=3X3X7 114X5 112X4
F-2' j 20 1 2'—.1
27"12 72'8 6'6' 1'1" 8'6' 7'7'8 2'7'12
I 72"12 I 9'5'4 I 15'11"4 IITO12 23'6'12 I 30'34 I 3' I
I 33 I
33'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.095 L 999 360 O 1587 /216 /651 /- /122 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.207 L 999 240 I 1587 /216 /651 /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.030 I - - Wind reactions based on MWFRS
EXP:B
Des Ld: 42.00 Mean Height:34.33 ft HORZ(TL): 0.066 I - - 0 Min Brg Width Req= 2.2
NCBCLL: 10.00TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 I Min Brg Width Req= 2.2
0&I are a srigid surface.
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.673 Bearings
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.522
Spacing:24.0" C&C Dist a:3.30 ft Rep Factors Used:Yes Max Web CSI: 0.680 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 47 -95 E-F 414 -1622
Wind Duration:1.60 WAVE VIEW Ver:16.01.0OC.0327.16 B-C 400-2014 F-G 400 -2013
Lumber C-D 415-1627 G-H 45 -95
D-E 418-1325
Top chord 2x4 HF#2
Bot chord 2x4 HF#2
Webs 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs)
:W1,W3,W9,W11 2x4 HF Std/Stud: Chords Tens.Comp. Chords Tens. Comp.
:W2,W10 2x4 DF-L Std/Stud: A-O 99 35 L-K 1322 120
Loading O-N 197 -122 K-J 1719 -255
Bottom chord checked for 10.00 psf non-concurrent N-M 1720 -254 J-I 198 58
bottom chord live load applied per IRC-15 section M-L 1720 -254 I-H 100 36
301.5.
Truss designed for unbalanced snow loads. Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp. Webs Tens. Comp.
Purlins
O-B 434-1460 E-K 428 -134
In lieu of structural panels use purlins to brace all flat B-N 1538 -236 K-F 167 -487
TC@24"OC. N-C 162 -124 F-J 163 -125
Wind C-L 167 -488 J-G 1537 -235
L-D 367 -75 G-I 434 -1459
Wind loads based on MWFRS with additional C&C D-K 267 -235
member design.
Left and right cantilevers are exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly 1:tp�.
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, Ni.-:'i ,aPonEnn
as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer toyy_,, iopmEN s
drawings 160A-Z for standard plate positions. • ----
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSIITPI 1,or for handling shipping,installation and bracing of trusses.A seal on this dfawing or cover page
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this lob's general notes page and these web sites:ALPINE: y sw,alpineitw.com.TPI:www,tpinat.ora:SBCA:www.sbcindustry com:ICC:yrnw.iccsafe.org
Job Number: 0718087 Ply:1 SEQN:290245/T4/SPEC
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 1 FROM:IKE DRW:
Truss Label: A5 Wgt:0.0 lbs ... / ... 07/19/18
I 166' I 33' I
16'6' 16'6"
I 2'2"12 I 9'5"4 I 16'6" I 235"12 I 3074 I 33' I
2'z"12 775 7'0•'12 7712 7'75 2'2"12
°a5X5
12
6 03X5 C W5 E\3X5
I (a) a)
04X5 6 W4 F\4X5
•
=3X5(A11A ll, W2r Y + G.3X5(A1)
W
u2MM L K JI
H
.4X5 m3X5..3X7 m4X5 111271
I.—2' 1 29' 1 2'—.
27' 7'2'5 7'0"12 7'0"12 7'2"6 22"12
I 2'7'1212 9'5 4 I 6'6' I 23'6"12 I 30'9"4 I 33'
I 33
33 I'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.074 J 999 360 M 1413 /216 /649 /- /127 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.180 J 999 240 H 1413 /216 /649 /- /- /5.5
BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.024 H - - Wind reactions based on MWFRS
Des Ld: 42.00 EXP:B HORZ(TL): 0.057 H - - M Min Brg Width Req= 2.0
Mean Height:34.47 ft H Min BrgWidth Req2.0
NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 =
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.663 Bearings M&H are a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.547
Maximum Top Chord Forces Per Ply(lbs)
Rep Factors Used:Yes Max Web CSI: 0.557
Spacing:24.0" C&C Dist a:3.30 ft
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 50 -92 D-E 416 -1297
Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 407-1675 E-F 407 -1675
Lumber C-D 416-1297 F-G 47 -92
Top chord 2x4 HF#2
Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp.
:W2,W8 2x4 DF-L Std/Stud:
:W4,W5,W6 2x4 HF#2: A-M 86 -35 J-I 1410 -258
M-L 166 -124 I-H 163 -56
Bracing L-K 1410 -257 H-G 86 -34
(a)Continuous lateral restraint equally spaced on K-J 1410 -257
member.
Maximum Web Forces Per Ply(lbs)
Loading Webs Tens.Comp. Webs Tens. Comp.
Bottom chord checked for 10.00 psf non-concurrent M-B 439-1289 J-E 178 -461
bottom chord live load applied per IRC-15 section
301.5. B-L 1262 -239 E-I 166 -74
Truss designed for unbalanced snow loads. L-C 166 74 I-F 1262 239
C-J 178 -461 F-H 439 -1289
Wind D-J 624 -130
Wind loads based on MWFRS with additional C&C
member design.
Left and right cantilevers are exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building
Component Safety Information,byTPI and SBCA)fo'safety practices prior to performing these functions. Installers shall provide temporary
bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly _
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, TIL '__fa W6,.:4
as applicable. Applplates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to ,a,,N1
drawings 160A-Z for standard plate positions. ..-.-._
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this dgrawing or cover page.•
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this lob's general notes page and these web sites:ALPINE: o ww.alpineitw,cnm•TPI: www.tpinst.oro:SBCA: www sbcindustrv.com:ICC:7 tww iccsafe.org
Job Number: 0718087 Ply:1 SEQN:290255/T34/SPEC
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty:4 FROM:IKE DRW:
Truss Label: A6 Wgt:0.0 lbs ... / ... 07/19/18
16'6" 31'
I 18'8" I 74'8" I
2'2'12 I 9'5"4 I 185' I 23'8"12 I 31'
I 2'2"12 I
778 7712 7'0"12 T5"4
D(74X5
>7c3 aa3X5(A1)A ,+
5 „� �' 3_4_30•
1115MN M L K J 13 HI
aa4X5 la3X5.3X7 14X5
I—2 1 29' l
2712 778 I 7712 I 7712 I 7'5"4
2'2'12 9'5"4 165" 23712 31'
I 31 I
31'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.078 K 999 360 N 1427 /217 /654 /- /125 /5.5
BCLL: 0.00 Endosure:Closed Lu: - Cs:not used VERT(TL): 0.190 K 999 240 H 1228 /198 /531 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.026 G - - Wind reactions based on MWFRS
EXP:B - HORZ(TL): 0.064 G - - N Min Brg Width Req= 2.0.
Des Ld: 42.00 Mean Height:34.47 ft I Min Brg Width Req= -
NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0
p Bldg Code: IRC 2015 Max TC CSI: 0.833 Bearing N is a rigid surface.
Soffit: 2.00 BCDL:6.0 psf
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.613
Spacing:24.0" C&C Dist a:3.10 ft Rep Factors Used:Yes Max Web CSI: 0.703 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 49 -95 D-E 432 -1325
Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 414-1699 E-F 444 -1751
Lumber C-D 413-1322 F-G 2 0
Top chord 2x4 HF#2
Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp.
:W2,W8 2x4 DF-L Std/Stud:
:W4,W5,W6 2x4 HF#2: A-N 89 -34 K-J 1486 307
N-M 163 -123 J-I 84 -40
Bracing M-L 1432 -301 I-H 0 0
(a)Continuous lateral restraint equally spaced on L-K 1432 -301
member.
Maximum Web Forces Per Ply(lbs)
Loading Webs Tens.Comp. Webs Tens. Comp.
Bottom chord checked for 10.00 psf non-concurrent N-B 433-1303 K-E 185 -520
bottom chord live load applied per IRC-15 section
301.5. B-M 1284 -242 E-J 179 -56
M-C 167 -77 J-F 1416 -271
Truss designed for unbalanced snow loads. C-K 176 -461 F-I 357 -1164
Wind D-K 658 -156
Wind loads based on MWFRS with additional C&C
member design.
Left cantilever is exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ..J-
attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, I.�.`+iR` rar+bnEn`
as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to ,.
drawings 160A-Z for standard plate positions. "!- -"-
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSIITPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this job's general notes page and these web sites:ALPINE: www aloineitw.com:TPI:www.toinstom:SBCA:y7ew.sbcindustnv.con3 ICC:www,itcsafe.orq
Job Number: 0718087 Ply:1 SEQN:290267/T29/SPEC
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 1 FROM:IKE DRW:
Truss Label: A7 Wgt:0.0 lbs ... / ... 07/19/18
7'11"4 I 20'11"4 I 23'6" I 31' I
7'11"413' 2'6"12 7'6"
I
2'2"12 I 7'11"4 I 14'5"4 I 20'11"4 I 23'6" I 31' I
2'2"12 513"8 6'6" 66" 2'612 76"
T
Km 5x5
_ - m Y _ ,i
��� =4X5
12
c MEM a m T2 6X10
TIL.
i t.,., "7„,...-----,.x..,_
� �� i� T4
(a)
;6X8 B W4 W6 `H 4X8
� ' n
=3XA5(A1'ri� T
1 �3 �� _ - R "T 30'
113 P O N M-"' L K 'IJ
=6X8 =6X10 =4X5 m8X8
I-2' j 29' -1
I
2'2"12 I 5'8"8 I 6'6" I 6'6" 2'6"12 I 7'6" I
2'2"12 7'11"4 14'5"4 20'11"4 23'6" 31'
I31' I
31'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl Ll# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.243 N 999 360 P 2779 /612 /- /- 1- /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.586 N 833 240 I 2035 /399 /- /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.050 C - - Wind reactions based on MWFRS
EXP:B HORZ(TL): 0.122 C - - P Min Br Width Req= 2.6
Des Ld: 42.00 Mean Height:32.97 ft J Min Brg Width Req=
NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 -
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.926 Bearing P is a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.822
RepFactors Used:Yes Max Web CSI: 0.935 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" C&C Dist a:3.10 ft
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 98 -276 E-F 564 -2816
Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.00C.0327.16 B-C 919-3931 F-G 594 -2883
Lumber Purlins C-D 1206-5669 G-H 2 -1
Top chord 2x4 HF#2:T2 2x4 DF-L#1&Bet.: In lieu of structural panels use purlins to brace all flat
D-E 837-4153
:T4 2x4 DF-L 2400f-2.0E: TC @ 24"OC.
Bot chord 2x6 DF-L SS Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 HF Std/Stud Wind Chords Tens.Comp. Chords Tens. Comp.
:W2,W4,W6,W10 2x4 HF#2: Wind loads and reactions based on MWFRS.
:W9 2x4 DF-L Std/Stud: A-P 274 -56 M-L 5631 -1201
Left cantilever is exposed to wind P-O 453 -85 L-K 4151 -836
Bracing O-N 3442 -791 K-J 50 -15
(a)Continuous lateral restraint equally spaced on N-M 5631 -1201 J-I 0 0
member.
Maximum Web Forces Per Ply(lbs)
Special Loads Webs Tens.Comp. Webs Tens. Comp.
(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15)
TC-From 66 plf at 0.00 to 66 plf at 7.94 P-B 661 -2593 E-L 1035 -175
TC-From 33 plf at 7.94 to 33 plf at 14.94 B-O 3121 -724 E-K 617 -3012
TC-From 66 plf at 14.94 to 66 plf at 20.94 O-C 202 -149 F-K 2123 -341
TC-From 66 plf at 20.94 to 66 plf at 23.50 C-N 2618 -487 K-G 2490 -490
TC-From 66 plf at 23.50 to 66 plf at 31.00 N-D 734 -314 G-J 435 -1963
BC-From 20 plf at 0.00 to 20 plf at 7.95 D-L 426-1727
BC-From 10 plf at 7.95 to 10 plf at 14.94
BC-From 20 plf at 14.94 to 20 plf at 31.00
BC- 481 lb Conc.Load at 7.95
BC- 229 lb Conc.Load at 10.00,12.00
BC- 254 lb Conc.Load at 14.00
BC-1280 lb Conc.Load at 14.94
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly flatted i t�1
attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, Nis,t'.ri`iraP6nenrr
as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (tefer to Nis,, ___1i_•a•+-,..
drawings 160A-Z for standard plate positions. - •..-••-
Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this lob's general notes page and these web sites:ALPINE: www.alpine .com,TPi: www.toinst.oro,SBCA:wwwsbcindustrv,com:ICC:www.iccsafe.om
Job Number: 0718087 Ply:1 SEAN:290270/T16/HIPM
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 8Qty: 1 FROM:IKE DRW:
Truss Label: A8 Wgt:0.0 lbs ... / ... 07/19/18
9'11"4 I 31' I
9'11"4 21712
I 2'2"1212 I 9'11"4 I 1677 I 23'11"5 I 31' I
2'2" T8"8 6'8"3 T3"15 T0"11
CA;51"11 I m3 5 m3X5E 1111FX4
4 =5X5 GH
6
T 12 — .. _ ... ( ". Y m m W: I
,
a)
W4 W6 .4
;4X5 B
I 3X5(A1)A Ir
W2
II o - - 3X _030
M1. .O N M L K IJ
=4X5 =3X5=3X5 =4X12
H 2' 1 29' 1
I
2'2"12 I 7'8"8 I 6'8"3 I 7'3"157'0"11 7'0"11 I
2'2"12 9'11"4 1677 23'11"5 31'
I
31' I
31'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.106 D 999 360 O 1452 /204 /670 /- /147 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.258 D 999 240 I 1228 /218 /504 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.027 C - - Wind reactions based on MWFRS
EXP:B
Des Ld: 42.00 Mean Height:32.83 ft HORZ(TL): 0.064 C - - 0 Min Brg Width Req= 2.0
NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 J Min Brg Width Req= -
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.761 Bearing 0 is a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.687
Spacing:24.0" C&C Dist a:3.10 ft Rep Factors Used:Yes Max Web CSI: 0.600 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 80 -182 E-F 284 -1406
Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 362-1722 F-G 284 -1406
Lumber C-D 404-1835 G-H 0 0
Top chord 2x4 HF#2 D-E 284-1406
Bot chord 2x4 HF#2
Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs)
:W2,W4,W6,W8 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp.
Bracing A-0 201 -79 L-K 1843 -407
(a)Continuous lateral restraint equally spaced on O-N 290 -293 K-J 0 0
member. N-M 1433 -401 J-I 0 0
M-L 1433 -401
Loading
Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs)
bottom chord live load applied per IRC-15 section Webs Tens.Comp. Webs Tens. Comp.
301.5.
0-B 367-1331 D-K 149 -528
Truss designed for unbalanced snow loads. B-N 1233 -136 K-F 174 -526
Purlins N-C 157 -57 K-G 1717 -346
C-L 501 -120 G-J 259 -1171
In lieu of structural panels use purlins to brace all flat L-D 160 -164
TC @ 24"OC.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly 4 �_"
attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 �i L•.'i.`bra Enn
as applicable. Applplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to' NI .X ON NTS
drawings 160A-Z for standard plate positions. -.---•-
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI)TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this lob's general notes page and these web sites:ALPINE: www.aloineitw,com:TPI:www.tpinst.orq.SBCA:www.sbcindsstry com;ICC:www.iccsafe.orq
Job Number: 0718087 Ply:1 SEQN:290272/T31/HIPS
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 8Qty: 1 FROM:IKE DRW:
Truss Label: A9 Wgt:0.0 lbs ... / ... 07/19/18
11'11"4 2910"1231'
I 11'11"4 I 17'1"8 I 1'11"4 I
I 2 2 I 9.0'4 I 11'11"4 I 17'7 3 I 23'4"13 I 29'0°12 I 31' I
2'22:"712 7'2'6 2'6" 5'7'15 5'9"11 5715 1'11"4
DL7X51"11 I a1EX4 =FX5 115X5C'
- m m m m m 14111444411111
._
12
111.5X4 0 0
�1 1111.5X4
6 W W (a) . T
:2
WS I3O.
/4X5 B _ _1 _ 3X5(A1)A
111 'P 0 N M L KJ
=5X7 =3X5 =3X7 =4X5 114X5
I—2' 1 29' 1
I 2'2"12 I 7'2'8 I 6.1..15 I 0711 I 773 I
2'2"12 9'0'4 17'7"3 23'4"13 31'
I 31 I
31'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.087 E 999 360 P 1427 /205 /677 /- /150 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.223 E 999 240 J 1353 /215 /503 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.023 K - - Wind reactions based on MWFRS
EXP:B HORZ TL: 0.059 K - - P Min Brg Width Req= 2.0
Des Ld: 42.00 Mean Height:33.33 ft
( ) K Min BrgWidth
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 Req=
TCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.682 Bearing Pis a rigid surface.
Soffit: 2.00 BCDL:6.0 psf
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.630 Maximum Top Forces Per Ply(lbs)
Spacing:24.0" C&C Dist a:3.10 ft Rep Factors Used:Yes Max Web CSI: 0.924 MaximhordsTens.Comp.Chord Chords Tens. Comp.
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): A-B 51 -141 E-F 390 -1702
Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 377-1701 F-G 294 -1363
Lumber C-D 482-1628 G-H 36 -35
D-E 390-1705 H-I 3 0
Top chord 2x4 HF#2
Bot chord 2x4 HF#2
Webs 2x4 HF Std/Stud:W2 2x4 DF-L Std/Stud: Maximum Bot Chord Forces Per Ply(lbs)
:W5,W7,W9 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp.
Bracing A-P 158 -43 M-L 1404 -254
(a)Continuous lateral restraint equally spaced on P-0 242 -340 -K 390 70
K
member. O-N 1363 -348 -J 0 0
N-M 1363 -348
Loading
Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs)
bottom chord live load applied per IRC-15 section Webs Tens.Comp. Webs Tens. Comp.
301.5.
P-B 369-1311 M-F 439 -123
Truss designed for unbalanced snow loads. B-O 1266 -167 F-L 230 -895
Purlins C-O 221 -488 L-G 1421 -241
O-D 520 -140 G-K 265 -1321
In lieu of structural panels use purlins to brace all flat D-M 492 -77 H-K 53 -90
TC@24"OC. E-M 129 -531
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safely practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly >tRUS>$ 1 t�f�
attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing_installed per BCSI sections B3,B7 or B10, TI f.' 'aPrrnenrrR
as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. f7efer to CINEIV*.
drawings 160A-Z for standard plate positions. ..-•-'-
Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI1TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this lob's general notes page and these web sites:ALPINE: Imam aloineitw comb TPI:w wv.tpinst.onLSBCA:soyw sbcindgstiv.com:ICC:yonw.icosafe ore
Job Number: 0718087 Ply:1 SEQN:290257/T32/HIPS
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT&Qty: 1 FROM:IKE DRW:
Truss Label: A10 Wgt:0.0 lbs ... / ... 07/19/18
I 13'11"4 I 19'0"12 I 31' I
13.11"4 5'1•'8 11'11"4
954 1311"4 I 19'0"12 23'5'12 31'222"1122I I 4'6" I I ' 1 7'
4'8
p.4)DT_1"11 I X5
T \
:44//1117 F p11.5X4
O
•
WS
;4X5 a GH=4X5
=3X5(A1)A i 1
1
uno N IM L K M3 SIJ ��
=5X7 =3X5 n3X5 =6X8
I-2' A 29' 1
22:22:1122
'2"12 T2'8 7.0'•12 7.0"12 75•'4
I 22 12 I- 9'5.4 I 16.6" I 23'6"12 I 31' I
I 31I
31'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.080 L 999 360 0 1518 /216 /658 /- /105 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.181 L 999 240 I 1335 /197 /536 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.026 H - - Wind reactions based on MWFRS
EXP:B
Des Ld: 42.00 Mean Height:33.83 ft HORZ(TL): 0.060 H - - 0 Min Brg Width Req= 2.1
NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 J Min Brg Width Req= -
rigid Soffit: 2.00 gCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.993 Bearing O is a gid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.589
Spacing:24.0" C&C Dist a:3.10 ft
Rep Factors Used:Yes Max Web CSI: 0.737 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): . A-B 49 -132 E-F 547 -1924
Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 410-1869 F-G 420 -1923
Lumber C-D 525-1846 G-H 2 0
D-E 411 -1302
Top chord 2x4 HF#2:T3 2x4 DF-L#2:
Bot chord 2x4 HF#2
Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs)
:W2,W9 2x4 DF-L Std/Stud: Chords Tens.Comp. Chords Tens. Comp.
:W4,W5,W6,W7 2x4 HF#2: q-O 142 -41 L-K 1279 189
Loading 0-N 237 -104 K-J 88 -32
Bottom chord checked for 10.00 psf non-concurrent N-M 1271 -203 J-I 0 0
bottom chord live load applied per IRC-15 section M-L 1271 -203
301.5.
Truss designed for unbalanced snow loads. Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp. Webs Tens. Comp.
Purlins
In lieu of structural panels use purlins to brace all flat -B 3 --217 E-E 195 182
B-N 1350
TC@24"OC.
50 -217 E-K 631 182
C-N 221 -531 K-F 252 -602
Wind N-D 533 -157 K-G 1559 -272
Wind loads based on MWFRS with additional C&C D-L 215 47 G-J 341 -1269
member design.
Left cantilever is exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per SCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or B10 Tam v- •
as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. f�efer to
t`l,";` ar�nEtvrg
drawings 160A-Z for standard plate positions. yy!r f �,r,„f.o..-.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawinany failure to build the
truss in conformance with ANSI1TPI 1,or for handling shipping,installation and bracig.ng of trusses.A seal on this tlrawing or cover page,
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this job's general notes page and these web sites:ALPINE: www.aloineitw.comTPI:www to.IRsl.sra.SBCA:www.sbcindustrv.com'ICC:www.iccsafe.orc
Job Number: 0718087 Ply:1 SEQN:290253/T33/HIPS •
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 1 FROM:IKE DRW:
Truss Label: All Wgt:0.0 lbs ... / ... 07/19/18
I 15'11"4 �'0" 31'
I
15'11"4 17'" 13'11"4
I 2'2"12 I 9'5"4 I 15'11"4 77'0"}2 23'6'12 I 31' I
2'2"12 728 6'5' 11'1" 6'S" 7'S"4
,.Mrliata
6
1.
'I '" f3X50 P13X5
W3
1114X5 6 W9 GH%4X5
m3X5(A1)A GW W2 w11
75 a 1 —."3°.P O N M L K 113 SIJ
114X5 m3X5m3X5m3X7 114X6
IH 2' 1 29' '1
2'2"12 I 778 I 66" 11'1" 6'5' I 754
2'2"12 9'5"4 15'11"4 57'0" 23'6"12 31'
31'
I31' I
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in Ioc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.098 M 999 360 P 1578 /217 /656 /- /121 /5.5
BCLL: 0.00 Endosure:Closed Lu: - Cs:not used VERT(TL): 0.214 M 999 240 I 1394 /197 /533 /- /- /-
BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.033 H - - Wind reactions based on MWFRS
EXP:B g HORZ TL: 0.071 H - - P Min Br Width Req2.2
Des Ld: 42.00 Mean Height:34.33 ft ( ) g
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 J Min Brg Width Req= -
TCDL:6.0 psf
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.857 Bearing P is a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.606
RepFactors Used:Yes Max Web CSI: 0.750 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" C&C Dist a:3.10 ft
Loc.from endwall:Any F1'/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 46 -98 E-F 433 -1630
Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 411 -2003 F-G 438 -2057
Lumber C-D 413-1630 G-H 2 0
D-E 416-1329
Top chord 2x4 HF#2
Botchord2xF #2 Maximum Bot Chord Forces Per Ply(lbs)
Webss2x4HF#22
:W1,W3,W9,W11 2x4 HF Std/Stud: Chords Tens.Comp. Chords Tens. Comp.
:W2,W10 2x4 DF-L Std/Stud:
A-P 92 -36 M-L 1327 -167
Loading P-O 189 -120 L-K 1768 -302
Bottom chord checked for 10.00 psf non-concurrent O-N 1713 -297 K-J 84 39
bottom chord live load applied per IRC-15 section N-M 1713 -297 J-I 0 0
301.5.
Truss designed for unbalanced snow loads. Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp. Webs Tens. Comp.
Purlins
P-B 429-1450 E-L 449 -166
In lieu of structural panels use purlins to brace all flat B-O 1540 -238 L-F 182 -544
TC@24"OC. O-C 162 -125 F-K 177 -101
Wind C-M 163 -473 K-G 1699 -268
M-D 363 -71 G-J 352 -1328
Wind loads based on MWFRS with additional C&C D-L 261 -239
member design.
Left cantilever is exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly TRtlt�S .1,_-._
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingtinstalled per BCSI sections B3,B7 or B10, TRU- at�r .:,!..
as applicable. Applplates to each face,of truss and position as shown above and on the Join Details, unless noted otherwise. f�efer to yy_,_y ,a,in2g
drawings 160A-Z for standard plate positions. ..- -'-
Alpine,a division of ITW Buildin44�Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this yawing or coverpage
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
• For more information see this lob's general notes page and these web sites:ALPINE: www aloineitw cam TPI:www.toinst.ora:SBCA:15644v.sbcindustrv.com:ICC:y w.iccsafe.orq
Job Number: 0718087 Ply:1 SEQN:290135/T19/HIPS
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 8Qty: 1 FROM:IKE DRW:
Truss Label: B Wgt:0.0 lbs ... / ... 07/19/18
5'11"4 I 20'0'12 I 26' I
5'11"4 14'1"8 5'11"4
2712 I 511"4 I 13' ' 20'0"12 I 23'9"4 I 26' I
2'212 3'8"8 TO"12 7'0"12 3'8"8 2'2"12
C_IpT�1"5 I 1111..5X4 Q --,--5X7
T 12 SX R m m ,m
6 p o
'
GG
W 5X5 B W4 Fle5X5
=2X4(A1 gl W2 ,=2X4(A1)
1 A �IT _.
--M m3X12L K J 1-3X12 -•-H
112X4 =4X5=5X10 1112X4
I-2' 1 22' 1 2'--I
I 2'2"12 I 3'8"8 I 7'0"12 I 70"12 I 3,8"8 I 2'2"12
2'2"12 5'11"4 13' 20'012 23'9"4 26'
26'II
26'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.158 D 999 360 M 1847 /373 /- /- /- /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.383 D 962 240 H 1847 /373 /- /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.029 C - - Wind reactions based on MWFRS
EXP:
Des Ld: 42.00 B HORZ(TL): 0.071 C - - M Min Brg Width Req= 1.6
Mea
Mean Height:31.83 ft
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= 1.6
TCDL:4.2 psf s
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.810 Bearings M&H are a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.645
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.858 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any
FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 162 -37 D-E 928 -3895
Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 458-2204 E-F 458 -2203
Lumber C-D 928-3895 F-G 162 -37
Top chord 2x4 HF#2:T2 2x4 DF-L#1&Bet.:
Bot chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp.
:W2,W8 2x4 DF-L Std/Stud::W4,W6 2x4 HF#2: A-M 33 -118 J-I 1965 -413
Special Loads M-L 152 -83 I-H 152 -83
(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) L-K 1966 -413 H-G 33 118
TC-From 66 plf at 0.00 to 66 plf at 5.94 K-J 1966 -413
TC-From 66 plf at 5.94 to 66 plf at 20.06
TC-From 66 plf at 20.06 to 66 plf at 26.00 Maximum Web Forces Per Ply(lbs)
BC-From 20 plf at 0.00 to 20 plf at 26.00 Webs Tens.Comp. Webs Tens. Comp.
BC- 247 lb Conc.Load at 6.00,20.00
BC- 481 lb Conc.Load at 11.95,14.05 M-B 393-1766 J-E 2113 -555
B-L 1949 -395 E-I 154 -202
Loading L-C 153 -202 I-F 1948 -395
Bottom chord checked for 10.00 psf non-concurrent C-J 2113 -555 F-H 393 -1766
bottom chord live load applied per IRC-15 section D-J 212 -549
301.5.
Purlins
In lieu of structural panels use purlins to brace all flat
TC@24"OC.
Wind
Wind loads and reactions based on MWFRS.
Left and right cantilevers are exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppetllr y
attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing_Installed per BCSI sections B3,B7 or B10 Th4; ra-
as applicable. Applplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to' flIE
drawings 160A-Z for standard plate positions. --.._
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this dgrawing or cover page,
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this job's general notes page and these web sites:ALPINE: www.alpineilw.com;TPI:www.toinsS.ora:SBCA:www.sbcindustry comb ICC:vvww.iccsafe.org.
Job Number: 0718087 Ply:1 SEQN:290232/T18/HIPS
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 8Qty: 1 FROM:IKE DRW:
Truss Label: B1 Wgt:0.0 lbs ... / ... 07/19/18
511"4 16'0"12 22'
I 511"4 I 10,1"8 I 511"4 I
511"4 11' 16'0"12 22'
I 511"4 I 50"12 I 50"12 I 511"4"4 I
81851"11 I 11115X4 =D
12
5
T 613
e,
v 03X5 Ek 3X5
I4.:■ ma I, IN
30'
K J I H G F
1113X5 =4X5 =3X7=3X5 m4X5 13X5
511"4 50"12 5'0"12 511"4
1 511"4 I 11' I 16'0"12 I 22' A
22' I
I 22'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.060 C 999 360 K 942 /149 /408 /- /45 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.155 C 999 240 F 942 /149 /408 /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.014 B - - Wind reactions based on MWFRS
EXP:B HORZ(TL): 0.034 B - - K Min Brg Width Req= 1.6
Des Ld: 42.00 Mean Height:32.83 ft
NCBCLL: 10.00Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= 1.6
TCDL:6.0 psf
Soffit 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.679 Bearings K&F are a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.338 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.536
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 304-1284 C-D 359 -1414
Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 359-1414 D-E 304 -1284
Lumber
Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 HF Std/Stud K-J 67 -45 H-G 1091 -218
J-I 1091 -217 G-F 63 -26
Loading
I-H 1091 -218
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5. Maximum Web Forces Per Ply(lbs)
Truss designed for unbalanced snow loads. Webs Tens.Comp. Webs Tens. Comp.
A-K 255 -893 I-D 474 -80
Purlins A-J 1051 -193 D-G 136 -69
In lieu of structural panels use purlins to brace all flat J-B 136 -69 G-E 1051 -193
TC@24"OC. B-I 474 -80 E-F 255 -893
C-I 123 -484
Wind
Wind loads based on MWFRS with additional C&C
member design.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,byTPI and'SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pronely ,riruss iia
attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracingg��Installed per BCSI sections B3,B7 or B10, (•I; 'l`baPbnEnir-
as applicable. Applplates to each face or truss and position as shown above and on the Joint-Details, unless noted otherwise. f7efer to .a.„,..
drawings 160A-Z for standard plate positions. — ..---!-
Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIITPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites:ALPINE: www aloineitw.com:TPI:wwwv.toinst.0rg:SBCA:www.sbaindustrv.com:ICC:www.iccsafe.00
Job Number: 0718087 Ply:2 SEQN:290277/T44/HIPS
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 1 FROM:IKE DRW:
Truss Label: B2 Wgt:0.0 lbs ... / ... 07/19/18
I S S 2 Complete Trusses Required
F 7'8"14 I 14'3"2 I 22
7'8"14 8'8"4 7'8"14
3107 7'8"14 11' 1472 18'1'9 22'
I 3'10"7 I 3'10"7 I 3'3"2 I 3'3'7 I 3'10"7 I 710'7 I
c aT,111 I iU1O5X4 =5(10
T =I
6
/3X5 B \-fl
F i3X5
' 7:
I
tv
En
06X8(OL)W i (O
6X8L)
l vl l °'I W2 W .`
• W 1 3
LJ J
0 N M L K ,1 i=5X10 PE H
IIIH0310(OL) .5X10 .8X8 .5X7.H0508 .6X8 IIIH0310(OL)
3'10"73'10'7 3'3"2 3'3"2 3'10"7 3'10"7
1 3'10"7 I 7'8"14 I 11' ' 14'3"2 I 18'1"9 I 22' 1
I 222' I
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pt:21.2 Ce:1.1 VERT(LL): 0.165 D 999 360
Enclosure:Closed 0 7414 /1322 /- /- /- /-
BCLL: 0.00 Lu: - Cs:not used VERT(TL): 0.384 D 961 240 H 8569 /1467 /- /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.041 B - - Wind reactions based on MWFRS
Des Ld: 42.00 EXP:B HORZ(TL): 0.096 B - - 0 Min Brg Width Req= -
Mean Height:33.28 ft
NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= 4.6
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.813 Bearing H is a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.837
Spacing:24.0" C&C Dist a 3.00 ft Rep Factors Used:Yes Max Web CSI: 0.861 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 902-5019 D-E 845 -4878
Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.000.0327.16 B-C 905-5069 E-F 854 -4949
Lumber Wind C-D 845-4878 F-G 877 -5075
Top chord 2x4 HF#2 Wind loads and reactions based on MWFRS.
Bot chord 2x6 DF-L SS Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 HF Std/Stud:W1,W13 2x6 DF-L#2: Chords Tens.Comp. Chords Tens. Comp.
:W2,W12 2x4 DF-L#2:
O-N 135 -27 K-J 4354 -747
Nailnote N-M 4468 -800 J-I 4503 -775
Nail Schedule:0.131"x3",min.nails M-L 4451 -789 I-H 165 -31
Top Chord:1 Row @12.00"o.c. L-K 4354 -747
Bot Chord:2 Rows @ 4.00"o.c.(Each Row)
Webs :1 Row @ 4"o.c. Maximum Web Forces Per Ply(lbs)
Use equal spacing between rows and stagger nails Webs Tens.Comp. Webs Tens. Comp.
in each row to avoid splitting.
4"o.c.spacing of nails perpendicular and parallel to A-0 622-3416 D-L 70 -255
grain required in area over bearings greater than 4" A-N 4463 -794 E-J 1331 -191
N-B 46 -133 J-F 21 -87
Special Loads B-M 99 -28 F-I 64 -89
(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) M-C 1525 -274 I-G 4483 -766
TC-From 66 plf at 0.00 to 66 plf at 7.74 C-L 754 -99 G-H 604 -3446
TC-From 66 plf at 7.74 to 66 plf at 14.26 L-E 924 -172
TC-From 66 plf at 14.26 to 66 plf at 22.00
BC-From 10 plf at 0.00 to 10 plf at 22.00
BC- 68716 Conc.Load at 1.00,3.00,5.00
BC-2035 lb Conc.Load at 6.00
BC-1228 lb Conc.Load at 8.00,16.00,18.00,20.00
21.67
BC-1353 lb Conc.Load at 10.00
BC-1335 lb Conc.Load at 12.00
BC-1394 lb Conc.Load at 14.00
Purlins
In lieu of structural panels use purlins to brace all flat
TC@24"OC.
'*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI andSBCA)fsafety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly TRLtS6 1 -
attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing_installed per BCSI sections B3,B7 or B10, � LfS t. -�
as applicable. Applplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to
drawings 160A-Z for standard plate positions. -
Alpine,a division of ITW Buildin4qComponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSITTPI 1,or for handling shipping,installation and bracing of trusses.A seal on this dgrawing or cover page
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this lob's general notes page and these web sites:ALPINE: ywvw.aloiaeihwcom:TPi:www.tpinst oro'SBCA:11,8&,.1/dndustrv.com;ICC:www.iccsafe.orq
Job Number: 0718087 Ply:1 SEQN:290183/T37/HIPM
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 1 FROM:IKE DRW:
Truss Label: C Wgt:0.0 lbs ... / ... 07/19/18
I r11"4 I 23' I
7'11"4 15'012
I
2'2"12 1 x11'4 I 12'2"12 i 187 I 22'10" 2,4
2712 5'8"8 478 6'0"4 47" 2'
C IBT6 1•g I =33X5 111.5X4 FG
`1{X _ =3X5...
12 T
6�
... /3X5 B a
2X4(A,'y
A 1 =
II - _
'llir-
M L F('-' J I H
111.5X4 -3X5 4X5=3X5 =4X8 113X5
I--2' 1 10712 1 1074 1
)
2.2••12 I 5'8"8 I 4.3"8 I 6'0"4 I 47" 2"
2'2"12 7'11"4 12'2"12 18'3" 22'10"
23'I I
23'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.017 E 999 360 N 736 /100 /- /- /- /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.042 E 999 240 K 1701 /425 /- /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.005 F - - H 994 /277 /- /- /- /-
EXP:B
Des Ld: 42.00 Mean Height:22.33 ft HORZ(TL):-0.012 F - - Wind reactions based on MWFRS
NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 N Min Brg Width Req= 1.5
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.461 K Min Brg Width Req= 1.5
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.498 I Min Brg Width Req= -
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.513
Bearings N&K area rigid surface.
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16
Lumber A-B 139 -104 D-E 143 -552
Top chord 2x4 HF#2 B-C 127 -552 E-F 143 -552
Bot chord 2x6 DF-L#2 C-D 198 -49 F-G 0 0
Webs 2x4 HF Std/Stud
Maximum Bot Chord Forces Per Ply(lbs)
Special Loads Chords Tens.Comp. Chords Tens. Comp.
(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15)
TC-From 66 plf at 0.00 to 66 plf at 7.94 A-N 120 89 K-J 36 148
TC-From 33 plf at 7.94 to 33 plf at 23.00 N-M 158 63 J-I 4 1
BC-From 20 plf at 0.00 to 20 plf at 7.95 M-L 370 -81 I-H 0 0
BC-From 10 plf at 7.95 to 10 plf at 23.00 L-K 370 -81
BC- 481 lb Conc.Load at 7.95
BC- 229 lb Conc.Load at 10.00,14.00,16.00,18.00 Maximum Web Forces Per Ply(lbs)
20.00,22.00,22.94 Webs Tens.Comp. Webs Tens. Comp.
Loading N-B 161 -640 D-J 822 -214
Bottom chord checked for 10.00 psf non-concurrent B-M 356 -69 E-J 52 -332
bottom chord live load applied per IRC-15 section M-C 517 -109 J-F 714 -185
301.5. C-K 178 -760 F-I 137 -522
Purlins K-D 172 -644
In lieu of structural panels use purlins to brace all flat
TC@24"OC.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,byTPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a prope/ly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingcLinstalled per BCSI sections B3,B7 or B10 TRUSS ,�
as applicable. AppTy plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. E7efer to' f'!`'`.vormeoa
drawings 160A-Z for standard plate positions. y „.00 .`,77.!!"..'
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSIT PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2.
• For more information see this job's general notes page and these web sites:ALPINE: www.aloineitw.com•TPI:www.toinst.orrr:SBCA:www.sbcindustry.cot ICC:www iccsafe.org,
Job Number: 0718087 Ply:1 SEQN:290186/T57/HIPM
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 1 FROM:IKE DRW:
Truss Label: Cl Wgt:0.0 lbs ... / ... 07/19/18
911"423'I I
9'11"4 13'0"12
I 2712 I 9.1x'4 I 122'12 I 17.5.8 I 2210" 23.
2'2'12 7'8"8 2'3"8 5712 5'4"8
C.P75-1"11''gII11.X4 FG
mm m . .3X5
12 T
- —
12
/3X5 B
11 _
=2X4(Ai)A
-I M L K"'' J I,H �20'
1111.5 4 .3X5 ..3X5=3X5 .3X7 II1.5X4
I-2' 1 10712 1 1074 1
78"8 I 2.3•8 I 5712 54"8I2222'1122 I 12212 I A911"4 1758 2210
I 23' I
23'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.011 E 999 360 N 639 /16 /318 /- /113 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.026 E 999 240 K 940 /74 /407 /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 B - - H 437 /50 /175 /- /- /-
EXP:B
Des Ld: 42.00 Mean Height:22.83 ft HORZ(TL): 0.010 B - - Wind reactions based on MWFRS
NCBCLL: 10.00 TCDL:42 psf Code/Misc Criteria Creep Factor:2.0 N Min Brg Width Req= 1.5
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.950 K Min Brg Width Req= 1.5
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.353 I Min Brg Width Req= -
RepFactors Used:Yes Max Web CSI: 0.281 Bearings N&K are a rigid surface.
Spacing:24.0" C&C Dist a:3.00 ft
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16
Lumber A-B 101 -227 D-E 67 -263
Top chord 2x4 HF#2 B-C 35 -290 E-F 67 -263
Bot chord 2x4 HF#2 C-D 66 0 F-G 0 0
Webs 2x4 HF Std/Stud:W2 2x4 HF#2:
Maximum Bot Chord Forces Per Ply(lbs)
Loading Chords Tens.Comp. Chords Tens. Comp.
Bottom chord checked for 10.00 psf non-concurrent A-N 257 -106 K-J 0 57
bottom chord live load applied per IRC-15 section N-M 293 -302 J-I 0 0
301.5.
M-L 110 -91 I-H 0 0
Truss designed for unbalanced snow loads. L-K 110 -91
Purlins
In lieu of structural panels use purlins to brace all flat Maximum Web Forces Per Ply(lbs)
TC @ 24"OC. Webs Tens.Comp. Webs Tens. Comp.
Wind N-B 227 -531 D-J 408 -38
B-M 213 -176 J-E 126 -398
Wind loads based on MWFRS with additional C&C M-C 237 0 J-F 355 -90
member design. C-K 122 -410 F-I 108 -390
Right end vertical not exposed to wind pressure. K-D 109 -548
Left cantilever is exposed to wind
"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properylr y
attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, TR JS -�11,jx'1
as applicable. Applplates to each face or truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to r`I.".`i 7aporgEtvn3
drawings 160A-Z for standard plate positions. 'a'•".`_'
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI/TPI PI 1,or for handling,shipping,installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this lob's general notes page and these web sites:ALPINE: www.aloineitwAom;TPI:ieww toinst.ora:SBCA: www.sbcindustrv.com,ICC:www.iccsafe or
Job Number. 0718087 Ply:1 SEQN:290198/T58/HIPM
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 1 FROM:IKE DRW:
Truss Label: C2 Wgt:138.6 lbs ... / ... 07/19/18
11'11"4 23'
II
11'11"4 I 11712
I
2712 I 8'4.4 I 11'11"4 I 17714 I 22'10 $3'
2712 4'1"8 57' 5'3"10 57'2 2!!
8 12
DIW51.11 I 11I �4 .355 FG
7 m U
W
/3X5 C
G n
WB
{3X5 9
..2X4(A1)A3
•
20'
I�1IN M L KIM J I H
11.5X4 .3X5 .3X5.3X5 .3X7 13X5
l.—2' 1 10712 1 10'74 1
2'2"12 4'1"8 5'7" 5710 5'7"2 II
I 22 12 I 6'4"4 11'11"4 I 17714 I 2210" J'
23II
23'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in roc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.021 E 999 360 N 876 /33 /434 /- /139 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.051 E 999 240 K 440 /38 /205 /- /- /5.5
BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.006 C - - H 680 /77 /277 /- /- /-
EXP:B HORZ TL: 0.015 C - - Wind reactions based on MWFRS
Des Ld: 42.00 Mean Height:23.33 ft ( ) N Min BrgWidth Req1.5
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 =
TCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.401 K Min Brg Width Req= 1.5
Soffit: 2.00 BCDL:6.0 psf -
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.455 I Min Brg Width Req=
RepFactors Used:Yes Max Web CSI: 0.453 Bearings N&K are a rigid surface.
Spacing:24.0" C&C Dist a:3.00 ft
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16
Lumber A-B 169 -101 D-E 112 -445
B-C 140 -810 E-F 112 -443
Top chord 2x4 HF#2 C-D 114 -571 F-G 0 0
Bot chord 2x4 HF#2
Webs 2x4 HF Std/Stud:W6,W8 2x4 HF#2:
Maximum Bot Chord Forces Per Ply(lbs)
Loading Chords Tens.Comp. Chords Tens. Comp.
Bottom chord checked for 10.00 psf non-concurrent A-N 109 -110 K-J 860 -318
bottom chord live load applied per IRC-15 section N-M 0 -218 J-I 0 0
301.5. M-L 693 -278 I-H 0 0
Truss designed for unbalanced snow loads. L-K 693 -278
Purlins
In lieu of structural panels use purlins to brace all flat Maximum Web Forces Per Ply(lbs)
TC @ 24"OC. Webs Tens.Comp. Webs Tens. Comp.
N-B 214 -808 D-J 86 -9
Wind B-M 767 -71 J-E 126 -413
Wind loads based on MWFRS with additional C&C M-C 96 -103 J-F 643 -162
member design. C-K 144 -318 F-I 168 -624
Right end vertical not exposed to wind pressure. K-D 78 -166
Left cantilever is exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,byTPI and SBCA)for safely practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or B10,
g gg p cL TRUE. ,.t
as applicable. AppTy plates to each face of truss andposition as shown above and on the Joint-Details, unless noted otherwise. Refer to h!_':"i__ra;�Sn••-• •
Pn PPY ryar+_t wl,r�a+-+••
drawings 160A-Z for standard plate positions. -�--•�-------•'---•-
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shippin ,installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this lob's general notes page and these web sites:ALPINE: w ssn.alpiaeilw comm TPI:www.tpinst.oro SBCA:www sbcindustrv.com:,ICC:wwwjccsafe.orq
Job Number. 0718087 Ply:1 SEQN:290196/T59/HIPM
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 8Qty: 1 FROM:IKE DRW:
Truss Label: C3 Wgt:0.0 lbs ... / ... 07/19/18
I 13'11.4 I 23. I
13'11.4 9'0"12
2712 6'4'4 13'11.4 182'14 2710' 22
2712 I 4'1"8 I 77 I 4'3^10 I 472 Y
DINT" I •1.0X4
_ E 3X5 FG
12
6 p
M �
I-
m
�3XS a 2X4(A1)A IM��C •• = ' 20
M L "-K J I H T
11..4 m3X5 m3X5- m3X7 I11.5X4
I.-2' * 102.12 J 10.914 j
2712 0.'1" 510.8 602 472
I
22'12 I s4"84 I 12712 18714 I 2210" Z
23.
I 233. I
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.010 E 999 360
Enclosure:ClosedN 02 /- /466 /- /165 /5.5
BCLL: 0.00 Lu: - Cs:not used VERT(TL): 0.024E 999 240 K 1020 /107 /466 /- /- 15.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 J - - H 413 /55 /160 /- /- /-
EXP:B
Des Ld: 42.00 Mean Height:23.83 ftHORZ(TL): 0.004 J - - Wind reactions based on MWFRS
NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 N Min Brg Width Req= 1.5
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.978 K Min Brg Width Req= 1.5
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.318 I Min Brg Width Req= -
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.680
Bearings N&K area rigid surface.
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16
Lumber A-B 207 -117 D-E 48 -167
Top chord 2x4 DF-L#2:T2 2x4 HF#2: C-C 23 -407 F- 40 160
G
C-D 255
Bot chord 2x4 HF#2 -93 F-G 0 0
Webs 2x4 HF Std/Stud:W6,W8 2x4 HF#2:
Maximum Bot Chord Forces Per Ply(lbs)
Loading Chords Tens.Comp. Chords Tens. Comp.
Bottom chord checked for 10.00 psf non-concurrent A-N 128 -163 K-J 22 -50
bottom chord live load applied per IRC-15 section N-M 0 -227 J-I 0 0
301.5. M-L 361 -217 I-H 0 0
Truss designed for unbalanced snow loads. L-K 361 -217
Purlins
In lieu of structural panels use purlins to brace all flat Maximum Web Forces Per Ply(lbs)
TC @ 24"OC. Webs Tens.Comp. Webs Tens. Comp.
Wind N-B 140 -503 D-J 269 -16
B-M 510 -29 J-E 113 -362
Wind loads based on MWFRS with additional C&C M-C 132 -55 J-F 295 -86
member design. C-K 243 -563 F-I 112 -374
Right end vertical not exposed to wind pressure. K-D 183 -632
Left cantilever is exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building
Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ,�1tr,
attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 T UtSe
as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to' y _ra,.'COMPONENTS
drawings 160A-Z for standard plate positions. .---•-
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this job's general notes page and these web sites:ALPINE: www apineitw.com:TPI:www.toinst.ora:SBCA:vvww sbcindustiv.com:ICC:www.iccsafe.om
Job Number. 0718087 Ply:1 SEQN:290205/T52/GABL
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 1 FROM:IKE DRW:
Truss Label: C4 Wgt:0.0 lbsp q ... / ... 07/19/18
I--21"--+–1'4"—I I"1
(TYP)
Hl
G
ri
F
r
12
E r
6 p i
inC
i v
03X58
e..
iii 12 i i i i i i i
•JR 20
0 1,=-4X5 0 N M L K `f'
I-2' I 8' I
I 10
10I'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.007 Q 999 360 R* 115 /24 /59 /- /24 /96.0
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.019 Q 999 240 p /198
BCDL: 10.00 Risk Category:I1 Snow Duration:1.15 HORZ(LL):-0.002 C - - Wind reactions based on MWFRS
EXP:B HORZ TL:-0.005 C - - Q Min B Width Req
Des Ld: 42.00 Mean Height:22.85 ft ( )
NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Bearing Q is a rigid surface.
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.171
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.063 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.126 Chords Tens.Comp. Chords Tens. Comp.
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: A-B 250 -157 E-F 22 -105
GCpi:0.18 Plate Type(s): B-C 9 -193 F-G 23 -56
Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 C-D 15 -171 G-H 5 -21
Lumber D-E 19 -139 H-I 0 -15
Top chord 2x4 HF#2
Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp.
Plating Notes A-Q 173 -175 N-M 3 -3
All plates are 1.5X4 except as noted. Q-P 170 -146 M-L 2 -2
P-O 8 -6 L-K 1 -1
Loading 0-N 6 -4 K-J 0 0
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face Maximum Web Forces Per Ply(lbs)
and 24.0"span opposite face.Top chord must not be Webs Tens.Comp.
cut or notched.
B-P 330 0
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section Maximum Gable Forces Per Ply(lbs
)
301.5. Gables Tens.Comp. Gables Tens. Comp.
Wind
Q-B 55 -491 F-M 99 -118
Wind loads based on MWFRS with additional C&C P-C 31 -73 G-L 61 -73
member design. D-O 60 -109 H-K 39 -46
Right end vertical not exposed to wind pressure. E-N 65 -113
Left cantilever is exposed to wind
Additional Notes
See DWGS A12030ENC101014,GBLLETIN1014,&
GABRST101014 for gable wind bracing
requirements.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,byTPI and SBCA)fo'safely practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly -tiv�
attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, hT USS aial r Eavig
as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. f�efer to _y ,a,,,,;
drawings 160A-Z for standard plate positions. – •.---•-
Alpine,a division of ITW Buildingg�Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI/1-P! 1,or for handling'shipping,installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing,indicates acceptance of rofessronai engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.comTPI:www.toinst.org;SBCA:www.sbcindustnrsom:ICC:www.iccsafe.org
Job Number: 0718087 Ply:1 SEAN:290121/T6/HIPS
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 1 FROM:IKE DRW:
Truss Label: D Wgt:0.0 lbs ... / ... 07/19/18
I 7'11'4 I 13'0"12 I 21' I
7'11"4 5'1"8 T11"4
22"12 7'11"4 13'0"12 18'9"4 21'
22"12 I 5'8"8 I 5'1"8 I 5'8"8 I 22"12 1
C=4X5 IDT-1"5 I `p5
I 12 m C
6
4X5 B E as 4x5
•
2X4(Aliii. �� =2X4(A7)
I 0 mI.
F _030'
�IIK J I H
113X5 1114X8 =4X5 =6X8 13X5
2' A 17' A 2'--{
I
22"12 I 5'8"8 I 5'1"8 I 5'8"8 I 22"12
22"12 7'11"4 13'0"12 18'9"4 21'
I21' I
21'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.046 H 999 360 K 1507 /373 /- /- /- /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.110 H 999 240 G 1507 /373 /- /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.008 C - - Wind reactions based on MWFRS
EXP:B
Des Ld: 42.00 HORZ(TL): 0.020 C - - K Min Brg Width Req= 2.1
Mean Height:32.33 ft
NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 2.1
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.417 Bearings K&G area rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.792
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.762 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 141 -98 D-E 538 -1882
Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 536-1877 E-F 136 -104
Lumber C-D 447-1591
Top chord 2x4 HF#2
Bot chord 2x6 HF#2 Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp.
Special Loads A-K 111 -89 I-H 1567 -441
K-J 207 -56 H-G 212 -54
(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) J-I 1567 -441 G-F 117 -85
TC-From 66 plf at 0.00 to 66 plf at 7.94
TC-From 33 plf at 7.94 to 33 plf at 13.06
TC-From 66 plf at 13.06 to 66 plf at 21.00 Maximum Web Forces Per Ply(lbs)
BC-From 20 plf at 0.00 to 20 plf at 7.95 Webs Tens.Comp. Webs Tens. Comp.
BC-From 10 plf at 7.95 to 10 plf at 13.05
BC-From 20 plf at 13.05 to 20 plf at 21.00 K-B 445-1440 D-H 576 -120
BC- 481 lb Conc.Load at 7.95,13.05 B-J 1505 -421 H-E 1503 -422
BC- 229 lb Conc.Load at 10.00,11.00 J-C 567 -115 E-G 444 -1432
C-H 45 -12
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flat
TC@24"OC.
Wind
Wind loads and reactions based on MWFRS.
Left and right cantilevers are exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a properly ?_
attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracingg�iinstalled per BCSI sections B3,B7 or B10, TRUE rA raj-
as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. kefer to orese
drawings 160A-Z for standard plate positions. - ....7!!'"
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSITTPI 1,or for handling shipping,installation and bracing of trusses.A seal on this dgrawing or cover page,
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this lob's general notes page and these web sites:ALPINE: www.alpineitw.com,TPI:www.tpinsLoro'SBCA:www.sbcindustrv.com,ICC:www.iccsafe.orq
•
Job Number: 0718087 Ply:1 SEQN:290119/T2/HIPS
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 8Qty: 1 FROM:IKE DRW:
Truss Label: D1 Wgt:0.0 lbs ... / ... 07/19/18
1 811 4 71.0"121 21' 1
9'11"4 11'1"8 9'11"4
1 2T'12 1 9'11"4 71'0"121 18'9"4 1 21 1
2'2"12 T8'•8 '1113 7'8"8 2'2"12
.eigTC1"f r1
T 12 J
8
En
03X5 B E iN3X5
I _ _
.2X4(A1) '• •` Fm2X4(A7)
1 9 �^ �30'
�K J H N
111.5X4 3X7 3X5.3X5 91.5X4
F•-2' 1 17' .}. 2'-.{
1 2.2'12 1 78..8 11.1.•8 1 7.8'8 1 2712 1
2'2"12 9'11"4 41'x'12 18'9"4 21'
F 21
21' I
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.021 J 999 360 K 979 /128 /429 /- /75 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.046 J 999 240 G 979 /128 /429 /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.006 G - - Wind reactions based on MWFRS
EXP:B
Des Ld: 42.00 HORZ(TL): 0.013 G - - K Min Brg Width Req= 1.5
Mean Height:32.83 ft
NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.5
Soffit: 2.00BCDL:6.0 psf
Bldg Code: IRC 2015 Max TC CSI: 0.717 Bearings K&G are a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.407
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.173 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 74 -174 D-E 219 -905
Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 220 -906 E-F 75 -172
Lumber C-D 263 -688
Top chord 2x4 HF#2
Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 HF Std/Stud:W2,W6 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp.
Loading A-K 193 -73 I-H 248 -89
Bottom chord checked for 10.00 psf non-concurrent K-J 250 -7 G- 248 -89
bottom chord live load applied per IRC-15 section J-I 687 711 G-F F 190 73
301.5.
Truss designed for unbalanced snow loads. Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp. Webs Tens. Comp.
Purlins K-B 329 -856 D-I 120 0
In lieu of structural panels use purlins to brace all flat B-J 443 -66 I-E 445 -65
TC@24.00. J-C 282 -216 E-G 328 -859
Wind J-D 267 -256
Wind loads based on MWFRS with additional C&C
member design.
Left and right cantilevers are exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny iRU$S i
attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing_insfalled per BCSI sections B3,B7 or 810, f l`s:,iifa nE`nny
as applicable. Apply plates to each face.of truss and position as shown above and on the Joint-Details, unless noted otherwise. (tefer to _.!1'7!...
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildin4qComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSITTPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page••
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this lob's general notes page and these web sites:ALPINE: vow alpineitw.com•TPI: www tpinst,pra,SBCA: www.sbpindustrv.com.ICC:ywvw.!pcsafe,org
Job Number: 0718087 Ply:1 SEQN:290116/T3/COMN
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 2 FROM:IKE DRW:
Truss Label: D2 Wgt:0.0 lbs ... / ... 07/19/18
1 10'6" 1 21' 1
10'6" 10'6"
1 234'" 1 10'6" I 18'8'12 1 21' I
2'3"4 8'2 12 8'7'12 2'3"4
Co5X5(R1)
I►
12
6
r
03X5 B D%3X5
N2
.2X4(A1)A M E=2X4(A1)
r9 H G I
111.5X4 .3X7 .3X5 111.5X4
I.—2' 1 17' A 2'-+I
I
2'3"4 I 87.12 I 8'2"12 1 2'3"4 1
2'3"4 10'6" 18'8'12 21'
I 21
21' I
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.018 H 999 360 I 899 /129 /428 /- /80 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.043 H 999 240 F 899 /129 /428 /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 F - - Wind reactions based on MWFRS
EXP:B HORZ TL: 0.011 D - - I Min Br Width Re = 1.5
Des Ld: 42.00 Mean Height:32.97 ft ( ) g q
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= 1.5
TCDL:6.0 psf
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.837 Bearings I&F are a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.548
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.155 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 79 -194 C-D 232 -783
Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 232 -783 D-E 79 -194
Lumber
Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 HF Std/Stud:W2,W4 2x4 HF#2: A-I 215 -79 G-F 265 -94
Loading I-H 265 -100 F-E 215 -79
H-G 265 -94
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5. Maximum Web Forces Per Ply(lbs)
Truss designed for unbalanced snow loads. Webs Tens.Comp. Webs Tens. Comp.
I-B 336 -768 H-D 485 -87
Wind B-H 485 -87 D-F 336 -768
Wind loads based on MWFRS with additional C&C C-H 261 0
member design.
Left and right cantilevers are exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwisetop chord shall have properly attached structural sheathing and bottom chord shall have a properly iltU�S i> 1
attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, h I. StAra iriEnn
as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. rtefer to yyy. y,l.a,*ITS
drawings 160A-Z for standard plate positions. •— •-
Alpine,a division of ITW Building4_Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSITTPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this lob's general notes page and these web sites:ALPINE: www.alQineitw.com,TPl: www.toinslora SBCA:www.sbcindustrv.com:ICC:www.iccsafe.orq
Job Number: 0718087 Ply:2 SEQN:290288/T30/COMN
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT&Qty: 1 FROM:IKE DRW:
Truss Label: D3 Wgt:0.0 lbs ... / ... 07/19/18
s 5 2 Complete Trusses Required
6.6.. I 17'
I8'6" 8'G'
I 3'10"
3'10•• I 8'8"
4'8" I 137' I 157' I 17' I
4'8" 2'5" 1'S'•
0.4X5
6
/3X5 6 D i3X5
I
` .�. ', E i3X5
0"."Aq i•
`�
F/5X5
.Ate
• �rl,1
W11
L K J I HG
3 3X5 =3X7 =3X5 115X12113X O(")
310'.
1 3.10" I 8'6" I I 157" I 17' A
I 17' I
17'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.025 I 999 360 L 1107 /191 /- /- /- /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.058 I 999 240 G 7763 /1378 /- /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.006 G - - Wind reactions based on MWFRS
EXP:B HORZ TL: 0.014 G - - L Min BrgWidth Req1.5
Des Ld: 42.00 Mean Height:33.47 ft ( )
NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 4.1 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.141 Bearings L&G are a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.849
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.480 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 132 -737 D-E 257 -1454
Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 136 -740 E-F 421 -2366
Lumber C-D 135 -739
Top chord 2x4 HF#2
Bot chord 2x8 DF-L#2 Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 HF Std/Stud:W1,W11 2x6 DF-L#2: Chords Tens.Comp. Chords Tens. Comp.
:W9,W10 2x4 DF-L#2:
L-K 39 -10 I-H 1973 -350
Nailnote K-J 647 -114 H-G 42 -8
Nail Schedule:0.131"x3",min.nails J-I 1250 -221
Top Chord:1 Row @12.00"o.c.
Bot Chord:1 Row @ 3.00"o.c. Maximum Web Forces Per Ply(lbs)
Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp.
Use equal spacing between rows and stagger nails
in each row to avoid splitting. A-L 101 -518 D-I 575 -74
4"o.c.spacing of nails perpendicular and parallel to A-K 614 -102 I-E 153 -843
grain required in area over bearings greater than 4" K-B 57 -134 E-H 902 -164
B-J 6 -84 H-F 2500 -442
Special Loads C-J 478 -48 F-G 451 -2523
(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) J-D 132 -728
TC-From 66 plf at 0.00 to 66 plf at 8.50
TC-From 66 plf at 8.50 to 66 plf at 17.00
BC-From 20 plf at 0.00 to 20 plf at 17.00
BC-7414 lb Conc.Load at 16.13
Plating Notes
(**)1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
The maximum concentrated load is 7414#
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or 810, TRaMEnrr
as applicable. Apply plates to each face or truss and position as shown above and on the Jointetails, unless noted otherwise. Refer to y , 'COMPONENTS
drawings 160A-Z for standard plate positions. ..-- ._
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2.
For more information see this lob's general notes page and these web sites:ALPINE: www,alpineitw.com:TPI:www.tpinst.ora:SBCA:www.sbcindustrv.com;ICC:www.iccsafe.org
Job Number: 0718087 Ply:1 SEQN:290123/T20/COMN
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT&Qty: 3 FROM:IKE DRW:
Truss Label: D4 Wgt:0.0 lbs ... / ... 07/19/18
I 8'6' I 16' I
8'6' 7'6'
i8 8'6' I 15'10"
8 8'4"8 T4" V'
8 12
Ci5X5(R1)
4f.1
T2
F
n p El3X5
/4X5 AB A '{
m 11-
1 : _ = i 03a
JI H GF
=3X7 1305
8'4"8 7'4..
J IIA
I�
1'8 '
I t6
16I'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.015 C 999 360 J 683 /105 /296 /- /64 /-
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):-0.040 E 999 240 F 687 /108 /292 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.009 E - - Wind reactions based on MWFRS
EXP:B
Des Ld: 42.00 HORZ(TL): 0.025 E - - J Min Brg Width Req= -
Mean Height:33.47 ft
NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria CreepFactor:2.0 G Min Brg Width Req=
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.936
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.626 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" C&C Dist a:3.00 ft
Rep Factors Used:Yes Max Web CSI: 0.712 Chords Tens.Comp. Chords Tens. Comp.
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: A-B 4 0 C-D 251 -759
GCpi:0.18 Plate Type(s): B-C 244 -779 D-E 5 0
Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16
Lumber Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 DF-L#1&Bet.:T2 2x4 DF-L#2: Chords Tens.Comp. Chords Tens. Comp.
Botchord2x4HF#2 J-I 0 0 H-G 54 -16
Webs 2x4 HF#2
:W3,W5 2x4 HF Std/Stud: I-H 117 67 G-F 0 0
Hangers/Ties Maximum Web Forces Per Ply(lbs)
(J)Hanger Support Required,by others Webs Tens.Comp. Webs Tens. Comp.
Loading B-I 247 -610 H-D 580 -120
B-H 513 -87 D-G 249 -627
Bottom chord checked for 10.00 psf non-concurrent C-H 252 -5
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Wind
Wind loads based on MWFRS with additional C&C
member design.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,byTPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, trTRRU88.Y?:a
as applicable. Apply plates to each face or truss and position as shown above and on the Joint-Details, unless noted otherwise. t�tefer to ,,,,k,
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSITTPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page.
listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this job's general notes page and these web sites:ALPINE: ssw ,alpipeitw.comTPI:www.toinst.ora:SBCA:www.sbcindustmcorn ICC:www.iccsafe,ora
Job Number. 0718087 Ply:1 SEQN:290160/T8/HIPS
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT&Qty: 1 FROM:IKE DRW:
Truss Label: E Wgt:0.0 lbs ... / ... 07/19/18
I T11"4 I 120°12 I 18' I
7'11"4 4'1"8 5'11"4
2712 7'11"4 12'0"12 18'
I 2,2..12 I 613"8 I 4,1..8 I 511"4"4 I
C=4xs1DT-1"5 I =44X5
1- 2
6�
kr 84X5 B E'44X5
=2X4(A1 •
•
I - I
'M'I H G 113X7 F Sao
IR3X5 =5X5 m6X8
I-2' 1 16' i
I
72"1268"8
58"8 I 4'1"8 I 511"4 I
2712 711"4 12'0"12 18'
I• 18 -I
18'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.042 G 999 360 I 1395 /338 /- /- /- /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.101 G 999 240 F 1170 /297 /- /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.008 E - - Wind reactions based on MWFRS
EXP:B HORZ TL: 0.019 E - - I Min BrgWidth Req1.9
Des Ld: 42.00 Mean Height:32.33 ft ( )
Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req=
Soffit: 2.00 TCDL:4.2 psf BearingI is a rigid surface.
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.762 g
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.554
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.720 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 121 -126 C-D 397 -1446
Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 467-1665 D-E 477 -1709
Lumber
Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x6 HF#2 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 HF Std/Stud
A-I 137 -76 H-G 1384 -381
Special Loads I-H 222 -54 G-F 58 -18
-----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15)
TC-From 66 plf at 0.00 to 66 plf at 7.94 Maximum Web Forces Per Ply(lbs)
TC-From 33 plf at 7.94 to 33 plf at 12.06 Webs Tens.Comp. Webs Tens. Comp.
TC-From 66 plf at 12.06 to 66 plf at 18.00
BC-From 20 plf at 0.00 to 20 plf at 7.95 I-B 398-1288 D-G 486 80
BC-From 10 plf at 7.95 to 10 plf at 12.05 B-H 1285 -353 G-E 1424 -387
BC-From 20 plf at 12.05 to 20 plf at 18.00 H-C 436 -88 E-F 331 -1131
BC- 481 lb Conc.Load at 7.95,12.05 C-G 99 -22
BC- 229 lb Conc.Load at 10.00
Hangers/Ties
(J)Hanger Support Required,by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flat
TC@24"OC.
Wind
Wind loads and reactions based on MWFRS.
Left cantilever is exposed to wind
`*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,byTPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly TRu$8 n:
attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or B10, NI,, -.!-'tzl
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f�efer to rli
.a,,,.,
drawings 160A-Z for standard plate positions. -,.-.__.-.....-..
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com:TPI: www.tpinst.org;SBCA:www.sbcindustrv.com:ICC:www.iccsafe.org
Job Number: 0718087 Ply:1 SEAN:290209/T38/SPEC
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 2 FROM:IKE DRW:
Truss Label: El Wgt:0.0 lbs ... / ... 07/19/18
I 1Q I- 18 I
10' 8'
z 10' I 19
I 7z122'12 I T9.4 8' I
C,5X5(R1)
40.
I
12
8 O TZ
;3X5 6 ..,,,,IIIIIIIIIII111111114111 hillilkih... D 1,4X5
I • PI
=2X4(A1)A 119!
-. '_iMMINIIIIIIIIMMINini11•111111111 ..1
�M..
30,
F 3 E
111.5 4 3X7
I'---2' j 18' 1
I
I 774 8'
2'7'122712I 10' 18' I
I18' I
18'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria A Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.016 F 999 360 G 880 /123 /417 /- /74 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.040 F 999 240 E 662 /103 /286 /- /- /-
BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.004 D - - Wind reactions based on MWFRS
Des Ld: 42.00 EXP:B HORZ(TL): 0.011 D - - G Min Brg Width Req= 1.5
Mean Height:32.85 ft
NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req=
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.885 Bearing G is a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.569
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.199 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 63 -153 C-D 243 -777
Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 228 -782
Lumber
Top chord 2x4 HF#2:T2 2x4 DF-L#1&Bet.: Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 HF#2
:W1,W3 2x4 HF Std/Stud: A-G 172 -58 F-E 114 -34
G-F 222 -105
Hangers/Ties
(J)Hanger Support Required,by others Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp. Webs Tens. Comp.
Loading G-B 321 -760 F-D 518 -88
Bottom chord checked for 10.00 psf non-concurrent B-F 529 -99 D-E 236 -594
bottom chord live load applied per IRC-15 section C-F 263 0
301.5.
Truss designed for unbalanced snow loads.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left cantilever is exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI anb SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly Tttu88 �isp
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, NT '.'i-anrz4,.
as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to _ , ,_y„ .a,,,,,
drawings 160A-Z for standard plate positions. —
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSITTPI 1,or for handling shipping,installation and bracing of trusses.A seal on this d9awing or cover page
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this lob's general notes page and these web sites:ALPINE: www.aloineiiw cgm.TPI:www tpinst.org;SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq
Job Number. 0718087 Ply:1 SEQN:290104/T35/HIP_
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 8Qty: 1 FROM:IKE DRW:
Truss Label: FG1 Wgt:0.0 lbs ... / ... 07/19/18
I 881 I 11117 I 15117 I 33'8'1 I
8'8'1 35'5 8' 33,11
�'1 8' 1;÷': -.7 1�
P 1'11'13 4, 5 8, 1 15 1'11'] 14 1e 18' 1511'] 2z 1'51
S�a I 2. I 2. I 3. I ri s•1s i I z5s I z I z I rn� I rag I
_ F.3%•
E
13.42 �
\IXB(BRB)
iii,
K \ L2G O34�� T I
3 V X1I ,P5
1.I11 33.0'1'
I 231, I
233.1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF
TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Loc R /U /Rw I Rh /RL /W
TCDL: 7.00 Speed: NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 A* 2 /- /- /- /- /276
BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(TL): 0.000 F 999 240 A Min Brg Width Req= -
BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - Bearing A is a rigid surface.
EXP:NA
Des Ld: 42.00 Mean Height:NA ft HORZ(TL): 0.000 N - -
NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Maximum Top Chord Forces Per Ply(lbs)
Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.001 Chords Tens.Comp. Chords Tens. Comp.
Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.001 A-B 1 0 H-I 0 0
Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.003 B-C 1 -1 I-J 0 0
Loc.from endwall:NA FT/RT:2(0)/4(0) Mfg Specified Camber: C-D 1 -1 J-K 0 0
I:NA GCpi:NA Plate Type(s): D-E 1 -1 K-L 0 0
Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 E-F 0 -1 L-M 1 -1
Wind F-G 0 -1 M-N 1 0
This"Hip Frame"may be used in place of purlins on G-H 1 -1
the hip plane to brace the flat top chord of hip
trusses.See detail drawing HIPFRAME1014 or Maximum Bot Chord Forces Per Ply(lbs)
HIPFR1801014 for additional information. Chords Tens.Comp. Chords Tens. Comp.
Lumber A-Z 0 0 U-T 0 0
Top chord 2x4 HF#2 Z-Y 0 0 T-S 0 0
Bot chord 2x4 HF#2 Y-X 0 0 S-R 0 0
Webs 2x4 HF Std/Stud:M4,M5 2x4 HF#2: X-W 0 0 R-Q 0 0
W-V 0 0 Q-P 0 0
Plating Notes V-U 0 0 P-0 0 0
All plates are 1.5X4 except as noted.
Maximum Gable Forces Per Ply(lbs)
Gables Tens.Comp. Gables Tens. Comp.
B-Z 0 -2 I-T 0 -2
C-Y 0 -2 J-S 0 -2
D-X 0 -2 K-R 0 -2
E-W 0 -2 Q-L 0 -2
V-G 0 -2 P-M 0 -2
H-U 0 -2 N-O 0 0
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, TRU a --
as applicable. Applplates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. 17efer to .a ,,*,
drawings 160A-Z for standard plate positions. _ .. _-._
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this lob's general notes page and these web sites:ALPINE: www.alnineitw.com;TPI:www.tpinst.oro:SBCA:www sbcindustrv.com;ICC:www.iccsafe.orq
Job Number: 0718087 Ply:1 SEQN:290108/T46/HIP_
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 1 FROM:IKE DRW:
Truss Label: FG2 Wgt:0.0 lbs ... / ... 07/19/18
I. 6'5'1 16,1155511 '1' 85, •1
G'd I d' I B I 6' 8'8'i¢! 11'P� 1 17'3 1 15'09 1 18116:1;Jr
d z z 6 r z z 111'1z
R.X5
D
11
E
B 1111L
SR 0 PON M L
2 z 2 Z } Z
'4 I Q I 5 I 6' 19'0'9 11 b'9 I 13'3 I 51Y3 I 151t'11V3
F i 1
1TO'9
I T09 I
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF
TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 A* 2 /- /- /- /- /204
BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(TL): 0.000 S 999 240 A Min Brg Width Req= -
BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - Bearing A is a rigid surface.
Des Ld: 42.00 EXP:NA HORZ(TL):-0.000 L - -
NCBCLL: 10.00 Mean Heigh:NA ft Code/Misc Criteria Creep Factor:2.0 Maximum Top Chord Forces Per Ply(lbs)
TCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.001 Chords Tens.Comp. Chords Tens. Com
Soffit: 2.00 BCDL:NA psf p'
Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.001 A-B 0 -1 F-G 0 0
Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.002 B-C 1 -1 G-H 1 -1
Loc.from endwall:NA FT/RT:2(0)/4(0) Mfg Specified Camber: C-D 1 -1 H-I 1 -1
I:NA GCpi:NA Plate Type(s): D-E 1 -1 I-J 1 -1
Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 E-F 0 0 J-K 0 -1
Wind
This"Hip Frame"may be used in place of purlins on Maximum Bot Chord Forces Per Ply(lbs)
the hip plane to brace the flat top chord of hip Chords Tens.Comp. Chords Tens. Comp.
trusses.See detail drawing HIPFRAME1014 or A-S 0 0 O-N 0 0
HIPFR1801014 for additional information.
S-R 0 O N-M 0 0
Lumber R-Q 0 0 M-L 0 0
Top chord 2x4 HF#2 Q-P 0 0 L-K 0 0
Bot chord 2x4 HF#2 P-O 0 0
Webs 2x4 HF Std/Stud:M4,M5 2x4 HF#2:
Maximum Gable Forces Per Ply(lbs)
Plating Notes Gables Tens.Comp. Gables Tens. Comp.
All plates are 1.5X4 except as noted. B-S 0 2 O-G 0 1
C-R 0 -2 N-H 0 -2
D-Q 0 -2 M-I 0 -2
E-P 0 -1 L-J 0 -2
`"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingst
inalled per BCSI sections B3,B7 or B10, tl,SS r'•
as applicable. Applplates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to `' 'tea '�"^g
drawings 160A-Z for standard plate positions. '7
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI/TPI 1,or for handling{shipping,installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of pro essronal engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Soc.2.
• For more information see this lob's general notes page and these web sites:ALPINE: www aloineitw.com;TPI: www.tpinst.org;SBCA:ywwv.sbcindotry comi ICC:www,iccsafe.orr
Job Number: 0718087 Ply:1 SEQN:290106/T25/HIP_
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT&Qty: 1 FROM:IKE DRW:
Truss Label: FG3 Wgt:0.0 lbs ... / ... 07/19/18
]r3 eo3
I 3.3 I , I
5v] 1qv]
14 .K. ."--.4.1112 I °' Q ]YP3 P3I '"12. 1Y0'1 ;;� d4
I z. I Y I,o-31 I Y I Y I . .1z I
E.3x5
OF
12 C GF.
ikX_,�4 (0813)
O N M L K
g°
2' 0'] I Y 21'11.12
1 n' ,.1
4' I 2'e I 2s'm] 1arr] I ,o•]' I urr3 qla
I I 0417
1407
1407
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF
TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc Udefl LJ# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: NA mph Pf:21.2 Ce: - VERT(LL): 0.000 - - 360 A* 2 /- /- /- /- /168
BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(TL): 0.000 J 999 240 A Min Brg Width Req= -
BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - Bearing A is a rigid surface.
EXP:NA HORZ(TL):-0.000 B
Des Ld: 42.00 Mean Height:NA ft
NCBCLL: 10.00 TCDL:NA pe Code/Misc Criteria Creep Factor:2.0 Maximum Top Chord Forces Per Ply(lbs)
Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.001 Chords Tens.Comp. Chords Tens. Comp.
Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.001 A-B 0 -1 E-F 0 -1
Spading:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.001 B-C 0 -1 F-G 0 -1
Loc.from endwall:NA FT/RT:2(0)/4(0) Mfg Specified Camber: C-D 0 -1 G-H 0 -1
I:NA GCpi:NA Plate Type(s): D-E 0 -1 H-I 0 -1
Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16
Wind Maximum Bot Chord Forces Per Ply(lbs)
This"Hip Frame"may be used in place of purlins on Chords Tens.Comp. Chords Tens. Comp.
the hip plane to brace the flat top chord of hip A-0 1 0 L-K 0 0
trusses.See detail drawing HIPFRAME1014 or O-N 0 0 K-J 0 0
HIPFR1801014 for additional information. N-M 0 0 J-I 1 0
Lumber M-L 0 0
Top chord 2x4 HF#2
Bot chord 2x4 HF#2 Maximum Gable Forces Per Ply(lbs)
Webs 2x4 HF Std/Stud Gables Tens.Comp. Gables Tens. Comp.
Plating Notes B-0 0 -2 L-F 0 -2
C-N 0 -2 K-G 0 -2
All plates are 1.5X4 except as noted. D-M 0 -2 J-H 0 -2
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary
bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly Ly--
attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracingfinstalled per BCSI sections B3,B7 or B10, TRUSS%.'i ra i-errs
as applicable. Applplates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to y yWorro *.
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW BuildinQgComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this job's general notes page and these web sites:ALPINE: wmw.alsineitw.corinjPi:www toinst.oro•SBCA: www sbcindtistiv.com;ICC:Inmwiccsafe.orq
Job Number. 0718087 Ply:1 SEQN:290110/T50/HIP_
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT&Qty: 1 FROM:IKE DRW:
Truss Label: FG4 Wgt:0.0 lbs ... / ... 07/19/18
I T0.12571
T712 I T11.5 I
I"- -.1.1.12
0 ! @ 771y 10 1T 1 157
a I z I z 1x0.14 rn•a I T I T 1 100.11
3x5
E F G H I J
12 1111111
13.42
B
:ill
R G P 0 N M L
q4 1 z I 1 z@ I 2 12'0
0 I T12' *
1 2'' 1 15010.'1,1
a 4.2
T'1. 12_..11..12 T2� @
I 15'71 I
15'71
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF
TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc L/defl IA Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: NA mph Pf:21.2 Ce: - VERT(LL): 0.000 - - 360 A* 2 /- /- /- /- /180
BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(TL): 0.000 E 999 240 A Min Brg Width Req= -
BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - Bearing A is a rigid surface.
EXP:NA
Des Ld: 42.00 Mean Height:NA ftHORZ(TL): 0.000 E - -
NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Maximum Top Chord Forces Per Ply(lbs)
Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.001 Chords Tens.Comp. Chords Tens. Comp.
Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.001 A-B 0 -1 F-G 0 0
Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.002 B-C 1 -1 G-H 0 0
Loc.from endwall:NA FT/RT:2(0)/4(0) Mfg Specified Camber: C-D 1 -1 H-I 0 0
I:NA GCpi:NA Plate Type(s): D-E 0 -1 I-J 0 0
Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 E-F 0 0
Wind
This"Hip Frame"may be used in place of purlins on Maximum Bot Chord Forces Per Ply(lbs)
the hip plane to brace the flat top chord of hip Chords Tens.Comp. Chords Tens. Comp.
trusses.See detail drawing HIPFRAME1014 or A-R 0 0 O-N 0 0
HIPFR1801014 for additional information. R-Q 0 0 N-M 0 0
Lumber Q-P 0 0 M-L 0 0
Top chord 2x4 HF#2 P-O 0 0 L-K 0 0
Bot chord 2x4 HF#2
Webs 2x4 HF#2 Maximum Gable Forces Per Ply(lbs)
:M1,M2,M3 2x4 HF Std/Stud: Gables Tens.Comp. Gables Tens. Comp.
Plating Notes B-R 0 -2 G-N 0 -2
All plates are 1.5X4 except as noted. C-Q 0 2 H-M 0 2
D-P 0 -2 I-L 0 -2
Additional Notes F-0 0 -2 J-K 0 0
Right end vertical not designed to be exposed to wind
pressure.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly
attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10 T� �I,it?' -
as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. 17efer to' ____ Itila____j min4
drawings 160A-Z for standard plate positions. ''-----
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this lob's general notes page and these web sites:ALPINE: wwwalpineitw.com:TPI:www tpinst.ora:SBCA:www.sbcindustiv.com ICC:www iccsafe Drg_
Job Number: 0718087 Ply:1 SEQN:290102/T11/HIP_
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 1 FROM:IKE DRW:
Truss Label: FG5 Wgt:0.0 lbs ... / ... 07/19/18
76••1I 4,11,.15
2'6"1 33 2'5"14
V.'1
0'j'4 2' 12'6"1�1 1 41115 5V3
0.4 11112 611 11112 4
Cm 3X5
I\
12 B �� D
13.42 � 1
A Al
, E2X4(D8R)
11 0'
02X4(D8R) G F
4 1'11"121'0"3 11112 014
0.4 2' I 3'0"3 I 411"15 5'0"3
50••3
II
5'0"3
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF
TOLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: NA mph Pf:21.2 Ce: - VERT(LL): 0.000 - - 360 A* 2 /- /- /- /- /60.2
BCLL: 0.00 Endosure:NA Lu: - Cs: - VERT(TL): 0.000 G 999 240 A Min Brg Width Req= -
BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - Bearing A is a rigid surface.
EXP:NA
Des Ld: 42.00 Mean Height:NA ft HORZ(TL):-0.000 F - -
NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Maximum Top Chord Forces Per Ply(lbs)
Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.001 Chords Tens.Comp. Chords Tens. Comp.
Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.001 A-B 1 0 C-D 0 0
Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.000 B-C 0 0 D-E 1 0
Loc.from endwall:NA FT/RT:2(0)/4(0) Mfg Specified Camber:
I:NA GCpi:NA Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs)
Wind Duration:NA WAVE VIEW Ver:16.01.00C.0327.16 Chords Tens.Comp. Chords Tens. Comp.
Wind A-G 0 0 F-E 0 0
This"Hip Frame"may be used in place of purlins on G-F 0 0
the hip plane to brace the flat top chord of hip
trusses.See detail drawing HIPFRAME1014 or
HIPFR1801014 for additional information. Maximum Gable Forces Per Ply(lbs)
Gables Tens.Comp. Gables Tens. Comp.
Lumber
Top chord 2x4 HF#2 B-G 0 2 F-D 0 2
Bot chord 2x4 HF#2
Webs 2x4 HF Std/Stud
Plating Notes
All plates are 1.5X4 except as noted.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown foripermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, T16US$ :i-'•-
as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. F�efer to lam''7`.Grer�6n tvs
drawings 160A-Z for standard plate positions. tea"""'
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the ~
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing,indicates acceptance of professionall engineerin. responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this lob's general notes page and these web sites:ALPINE: www.aloineitw corp;TPI:www.tpinst.ora;SBCA: www.sbcindustrv.com;ICC:snow iccsafe.ora
Job Number: 0718087 Ply:1 SEQN:290142/T41/HIPM
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 3 FROM:IKE DRW:
Truss Label: J Wgt:0.0 lbs ... / ... 07/19/18
5'11"4 7
I" 5'11"4 'r'1'0"12-I
I 27'12 I 5'11"4 I 7'
27'12 376 1'0"12
CRWEI
60T I PTO
/3X59 ..iiiiiiiiiiiiiiiiiiiipi IE
YYI,
allIlllir
A4(A1 'fl�l. •
/!1 p
1{
� 3X7 3X5 GF �J
11.5X4
I"-2' A 5 i
I 2712 i 768 110121
2712 5'11"4 612 T
I• 7. 111
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSl Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl IA Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.003 I 999 360 I 481 /48 /- /- /- /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.009 I 999 240 F 534 /139 /- /- /- /-
BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.001 C - - Wind reactions based on MWFRS
EXP:B HORZ TL:-0.002 B - - I Min Br Width Re 1.5
Des Ld: 42.00 Mean Height:21.83 ft ( ) g q
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= -
TCDL:4.2 psf
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.184 Bearing I is a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.055
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.157 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 179 -18 C-D 23 -117
Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 39 -178 D-E 0 0
Lumber
Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x6 HF#2 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 HF Std/Stud A-I 5 -129 H-G 1 0
Special Loads I-H 17 -110 G-F 0 0
-----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15)
TC-From 66 plf at 0.00 to 66 plf at 5.94 Maximum Web Forces Per Ply(lbs)
TC-From 66 plf at 5.94 to 66 plf at 7.00 Webs Tens.Comp. Webs Tens. Comp.
BC-From 20 plf at 0.00 to 20 plf at 5.95 I-B 83 -384 H-D 336 66
BC-From 10 plf at 5.95 to 10 plf at 7.00
BC- 264 lb Conc.Load at 5.95 B-H 181 -21 D-G 64 -322
BC- 135 lb Conc.Load at 6.94 H-C 37 -137
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24"OC.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safely practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing Insialled per BCSI sections B3,B7 or 810, Th► C,` n
nt
as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. f�efer to , ,,.,*,
drawings 160A-Z for standard plate positions. --•-
Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this dgrawing or cover page ,
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this job's general notes page and these web sites:ALPINE: www.aloineitw.com TPl:wew.toinst.ora SBCA: www.sbcindustrv.com:ICC:www.iccsafe.orla
Job Number: 0718087 Ply:1 SEQN:290172/T39/MONO •
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 10 FROM:IKE DRW:
Truss Label: J1 Wgt:0.0 lbs ... / ... 07/19/18
2'1"12 610" .17I7
I' 71••12 'I' 46"4
11.5X4 CD
i
12
6
A1T
0 3X5 8 Zn
A
=2X4(A1'�
A4 '
!_ 20
s3X5FE
Ill 5X4
f^2' * 5' 1
2.112 i 4'8"4
21"12 6'10"
I
7'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.003 C 999 360 G 432 /- /241 /- /77 /5.5
BCLL: 0.00 Endosure:Closed Lu: - Cs:not used VERT(TL): 0.009 C 999 240 E 191 /42 /82 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 C - - Wind reactions based on MWFRS
EXP:B HORZ(TL): 0.007 C - - G Min Br Width Req= 1.5
Des Ld: 42.00 Mean Height:22.10 ft ( ) F Min Brg Width Req=
NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 -
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.299 Bearing G is a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.167
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.189 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 156 -121 C-D 0 -5
Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 50 -90
Lumber
Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 HF Std/Stud
A-G 121 -105 F-E 0 0
Loading G-F 73 -212
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section Maximum Web Forces Per Ply(lbs)
301.5. Webs Tens.Comp. Webs Tens. Comp.
Wind G-B 215 -328 C-F 146 -138
B-F 214 -67
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building
Component Safety Information,by TPI end SBCA)fr safely practices prior to performing these functions. Installers shall provide temporary
bracing per SCSI.Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly TRUFsf+ ��r,,•-_
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or B10, TRL•'.'i b�a"r>�I nn
as applicable. Apply plates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. f7efer to .a WS
drawings 160A-Z for standard plate positions. •"---•-
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page..
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP1 1 Sec.2.
For more information see this job's general notes page and these web sites:ALPINE: www aioineilw,com;TPI:w>narjpinst.ora SBCA:wmeN.sbcindustrv.com;ICC:www.iccsafe org
Job Number. 0718087 Ply:1 SEQN:290144/T45/MONO
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 4 FROM:IKE DRW:
Truss Label: J2 Wgt:0.0 lbs ... / ... 07/19/18
2'2"12I 4'10" 2)
2'2"12 2'7"4 l2
IIN.SX4CD
6 12
/3X5 8
o N
a2X4(A1)/M�_
A
i 09 F
�_ =3XSE
H 1.5X4
I`2' * 3'A
2'2"122'7"4
1-. 2'2"12 1 4'10" �51
I 5, I
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def ICSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.003 G 999 360
Enclosure:Closed E 386 /- /270 /- /-4 /5.5
BCLL: 0.00 Lu: - Cs:not used VERT(TL): 0.011 G 999 240 E 87 /27 /27 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 D - - Wind reactions based on MWFRS
EXP:B
Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):-0.003 C - - G Min Brg Width Req= 1.5
NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= -Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.123 Bearing G is a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.060
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.076 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 199 -150 C-D 0 -5
Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 30 -56
Lumber
Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 HF Std/Stud
A-G 160 -146 F-E 0 0
Loading G-F 0 -138
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section Maximum Web Forces Per Ply(lbs)
301.5. Webs Tens.Comp. Webs Tens. Comp.
Wind G-B 208 -313 C-F 93 -82
Wind loads based on MWFRS with additional C&C B F 150 0
member design.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building
Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per SCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly � i?.
attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, I, �i`.6ra in¢nnA
as applicable. AppTy plates to each face,oftrussand position as shown above and on the Joint-Details, unless noted otherwise. (tefer to �.e,,!-
Alpine,
160A-Z for standard plate positions. .._--•
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI�TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this d9awing or cover page..
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this lob's general notes page and these web sites:ALPINE: www.aloineitw corn-TPI:y-rmn.tpinstoro SBCA:saw sbcindgsta.com;ICC:www.iccsafe.orr
Job Number. 0718087 Ply:1 SEAN:290146/T47/MONO
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 7 FROM:IKE DRW:
Truss Label: J3 Wgt:0.0 lbs ... / ... 07/19/18
2'10"
'2'3I
2'10"
12 BC
6 1111.5X4
2XA(A1) ....4411111111111
I
__
►. Ep
F 1111.5X4
I-2'
Z10"
2'10" 3l
I- 3,
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.086 E 310 360 F 567 /- /341 /- /24 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.214 E 186 240 D -335 /335 /- /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.047 C - - Wind reactions based on MWFRS
EXP:B HORZ TL:-0.118 C - - F Min Br Width Re 1.5
Des Ld: 42.00 TCDL:4.0 psf Mean Height:15.00 ft ( ) g q
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= -
rigid 2.00 gCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.089 Bearing F is a surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.416
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.172 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 46 -66 B-C 0 -5
Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16
Lumber Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 HF#2 A-E 101 -22 E-D 0 0
Webs 2x4 HF Std/Stud
Loading Maximum Web Forces Per Ply(lbs)
Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp.
bottom chord live load applied per IRC-15 section B-E 113 -95
301.5.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left cantilever is exposed to wind
Additional Notes
Negative reaction(s)of-335#MAX.from a non-wind
load case requires uplift connection.See Maximum
Reactions.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly TRUSS
attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, •i ?iPbnEivr
as applicable. Applplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. f7efer to Ll, orfE,.,..
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page_•
listing this drawing indicates acceptance of professionalengineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this lob's general notes page and these web sites:ALPINE: www,sbineitw.com:TPI:www.toinst ora:SBCA:www,sbcinduslrv.com:ICC:www.iccsafe,ora
Job Number. 0718087 Ply:1 SEQN:290151/T43/GABL
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT SQty: 1 FROM:IKE DRW:
Truss Label: J4 Wgt:0.0 lbs ... / ... 07/19/18
41ai
10 T
2.6•. I 11,1'"
DE
4lili 1
:=1.F E
I H G
2' F 3'
1'4"
I 4' I10
f4'111H.1
I 5, I
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.083 I 288 360 J* 148 /58 /83 /- /46 /36.0
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.205 I 191 240 H /216
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.043 E - - Wind reactions based on MWFRS
EXP:B HORZ TL:-0.106 E - - J Min Br Width Re
Des Ld: 42.00 Mean Height:15.00 ft ( ) g q
g
NCBCLL: 10.00Code/Misc Criteria Creep Factor:2.0 Bearing J is a rigid surface.
TCDL:4.2 psf
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.333
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.294 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.114 Chords Tens.Comp. Chords Tens. Comp.
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: A-B 63 -139 C-D 29 -23
GCpi:0.18 Plate Type(s): B-C 0 -90 D-E 0 -6
Wind Duration:1.60 WAVE VIEW Ver:16.01.0OC.0327.16
Lumber Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 HF#2 A-I 155 -10 H-G 166 -15
Webs 2x4 HF Std/Stud I-H 167 -17 G-F 0 0
Plating Notes
All plates are 1.5X4 except as noted. Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
Loading
D-G 42 -60
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0"span opposite face.Top chord must not be Maximum Gable Forces Per Ply(lbs)
cut or notched. Gables Tens.Comp. Gables Tens. Comp.
Bottom chord checked for 10.00 psf non-concurrent B-I 244 -337 C-H 146 -20
bottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Additional Notes
See DWGS A12015ENC101014,GBLLETIN1014,&
GABRST101014 for gable wind bracing
requirements.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building
Component Safety Information,byTPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary
bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property i v-•-
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, hTRUSS h�.Fi`-e-ir:�tvi-
as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. F7efer to .eons
drawings 160A-Z for standard plate positions. - - ---- ---•
Alpine,a division of ITW Buildingq_Components Group Inc.shall not be responsible for any deviation from this drawingany failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page.
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Desigder per ANSI/TP1 1 Sec.2.
• For more information see this iob's general notes page and these web sites:ALPINE: www aloineitw.com:TPI:1Nww.tpinst.o9;SBCA:wvw.obcindtri irecom:ICC:www.iccsafe.orq
Job Number: 0718087 Ply:1 SEQN:290170/T61/MONO
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 1 FROM:IKE DRW:
Truss Label: J5 Wgt:0.0 lbs ... / ... 07/19/18
4'10"
4'10" 1
111.5X-BC
c
s p
83X5 p in
T 111 .1.1..ftwi
'r
1 s • 24'5"
F m4X5ED
II.5X•
4'10"
1 410" II•
5
5.
I 5. I
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.004 B 999 360 F 214 /- /103 /- /66 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.014 B 999 240 D 214 /55 /108 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 B - - Wind reactions based on MWFRS
Des Ld: 42.00 EXP:B HORZ(TL): 0.010 B - - F Min Brg Width Req= 1.5
Mean Height:27.26 ft
NCBCLL: 10.00 TCDL:4.2 psf Width Code/Misc Criteria Creep Factor:2.0 E Min Brg Req= -
Soffit: 2.00BCDL:6.0 psf
Bldg Code: IRC 2015 Max TC CSI: 0.371 Bearing F is a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.241
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.299 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 58 -104 B-C 0 -5
Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16
Lumber Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 HF#2 F-E 37 -171 E-D 0 0
Webs 2x4 HF Std/Stud
Loading Maximum Web Forces Per Ply(lbs)
Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp.
bottom chord live load applied per IRC-15 section A-F 65 -159 B-E 180 -164
301.5.
A-E 167 -26
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly i ,.
attached rigid ceiling Locations shown for!permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,87 or B10, h f.TRUSS,--..---
as applicable. Apply plates to each face,of russ and position as shown above and on the Joint-Details, unless noted otherwise. Refer to .a..7..
drawings 160A-Z for standard plate positions. _ - -
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this job's general notes page and these web sites:ALPINE: www aloineltw comm TPI:aortn_.tpinst.orq,SBCA:www sbcindustrv.com;ICC:www.iccsafe.orq
Job Number. 0718087 Ply:1 SEQN:290174/T51/MONO
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 8Qty: 1 FROM:IKE DRW:
Truss Label: J6 Wgt:0.0 lbs ... / ... 07/19/18
410lel
4'10"
rlsx BC
6� 4
03X5A
24'8'•
F�� m3X5ED
u
5X4
4'10"
410" -I
5'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.010 B 999 360 F 308 /33 /- /- /- /5.5
BOLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.021 B 999 240 D 289 /41 /- /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 B - - Wind reactions based on MWFRS
EXP:B HORZ TL: 0.015 B - - F Min Br Width Req1.5
Des Ld: 42.00 Mean Height:27.26 ft ( ) E Min Big Req= -
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.426 Bearing F is a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.587
Spacing:24.0" C&C Dist a:3.00 ft
Rep Factors Used:Yes Max Web CSI: 0.360 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 51 -90 B-C 2 -5
Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16
Lumber Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 HF#2
Webs 2x4 HF Std/Stud F-E 55 -7 E-D 0 0
Special Loads Maximum Web Forces Per Ply(lbs)
---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Webs Tens.Comp. Webs Tens. Comp.
TC-From 66 plf at 0.00 to 66 plf at 5.00 A-F 56 -159 B-E 58 -161
BC-From 10 plf at 0.00 to 10 plf at 5.00 A-E 4 -38
BC- 79 lb Conc.Load at 1.00
BC- 140 lb Conc.Load at 3.00
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safely practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or 810, Ni11"S, .1 nE`rvi
as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer tora
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSITTPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this iob's general notes page and these web sites:ALPINE: www.aioineilw corn'TPI: www.loinst.ora:SBCA: row.sbcindustiv.com;ICC:www iccsafe oro
Job Number: 0718087 Ply:1 SEQN:290162/T53/MONO
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 1 FROM:IKE DRW:
Truss Label: J7 Wgt:0.0 lbs ... / ... 07/19/18
2712I I 710"
7712 5.7.4 0
11.5X4 C D
ll
6
/3X5 e
�j
-2X41A,AIM'
1 I •24.0'
v3X5FE (I)
111.5X4
F.-2 1 6' 1
2712I I 574
2'7'12 710"II
8
6.
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.006 C 999 360 G 479 /60 /- /- /- /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.015 C 999 240 E 458 /57 /- /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.005 C - - Wind reactions based on MWFRS
Des Ld: 42.00 EXP:B HORZ(TL): 0.013 C - - G Min Brg Width Req= 1.5
Mean Height:27.01 ft
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= -
TCDL:4.2 psf
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.411 Bearing G is a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.253
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.319 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 134 -104 C-D 2 -5
Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 57 -106
Lumber
Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 HF Std/Stud
A-G 115 -84 F-E 0 0
Special Loads G-F 130 -70
----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15)
TC-From 66 plf at 0.00 to 66 plf at 8.00 Maximum Web Forces Per Ply(lbs)
TC-From 0 plf at 8.00 to 66 plf at 8.00 Webs Tens.Comp. Webs Tens. Comp.
BC-From 20 plf at 0.00 to 20 plf at 8.00 G-B 126 -352 C-F 56 -162
BC- 230 lb Conc.Load at 7.89
B-F 77 -121
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of SCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per SCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propeiiy
attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per SCSI sections B3,B7 or B10 MU �AN
as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to' NE
.a,,,.,
drawings 160A-Z for standard plate positions. ..-._._
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawingrany failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this job's general notes page and these web sites:ALPINE: www.apineitw.com•TPI:lt,wwtoinst ora:SBCA:yvww.sbcindustrv.com:ICC:www.iccsafe.orq
Job Number: 0718087 Ply:1 SEQN:290148/T55/MONO
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 2 FROM:IKE DRW:
Truss Label: J8 Wgt:0.0 lbs ... / ... 07/19/18
2'212 I T10"
I 2'2'12 5'T'4
11.5X4 C
i
12
6
/3X5 B
=2xA4
(A1'�
1
24.8"
•'G =4X5 F E
BI1.5X4
I--2 1 6' i
I2712I 574 ��
2712 710"
I 8'
8. I
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.005 G 999 360 G 475 /3 /261 /- /105 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.014 C 999 240 E 232 /64 /101 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 C - - Wind reactions based on MWFRS
EXP:B
Des Ld: 42.00 Mean Height:27.01 ft HORZ(TL): 0.011 C - - G Min Brg Width Req= 1.5
NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= -
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.357 Bearing G is a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.253
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.316 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 141 -118 C-D 0 -5
Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 58 -105
Lumber
Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 HF Std/Stud
A-G 114 -90 F-E 0 0
Loading G-F 125 -245
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section Maximum Web Forces Per Ply(lbs)
301.5. Webs Tens.Comp. Webs Tens. Comp.
Wind G-B 227 -355 C-F 161 -163
Wind loads based on MWFRS with additional C&C B F 243 117
member design.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing.and bradng. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, TRUE :���.��.�-_�'•�_�_
as applicable. Applplates to each face ofptruss and position as shown above and on the Joint-Details, unless noted otherwise. (2efer to NI''.'7�Af9P6raEras>E
drawings 160A-Z for standard plate positions. 4." ".'"*k`
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSIITPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this job's general notes page and these web sites:ALPINE: www.alpinaitw coni;TPI:www.tpjnst.oro;SBCA:www.sbcindustmcork ICC:www.iccsafe.orq
Job Number. 0718087 Ply:1 SEQN:290070/T10/EJAC
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 8Qty: 24 FROM:IKE DRW:
Truss Label: X Wgt:0.0 lbs ... / ... 07/19/18
2712 711"4
I' 212 -I• 5'8"8 '(
'2'
11.5X4 D
i
12
8
03X5 6A11I
=2XA4(A1
1111111111
1 ' ■a' t430'
: 113X5 D
111.5X4
2' * 5'11"4 1
F' 2712 )' 5'8"8 "I
2712 7'11"4
7114I I
7'11"4
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.004 E 999 360 E 473 /17 /261 /- /117 /5.5
BCLL: 0.00 Endosure:Closed Lu: - Cs:not used VERT(TL):-0.011 E 999 240 D 229 /77 /98 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 C - - Wind reactions based on MWFRS
Des Ld: 42.00 EXP'B HORZ(TL): 0.004 C - - E Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:32.33 ft Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= -
TCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.445 Bearing E is a rigid surface.
Soffit: 2.00 BCDL:6.0 psf
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.261
RepFactors Used:Yes Max Web CSI: 0.096 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" C&C Dist a:3.00 ft
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 137 -123 B-C 68 -102
Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16
Lumber Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 HF#2 A-E 119 -86 E-D 134 -256
Webs 2x4 HF Std/Stud
Hangers/Ties Maximum Web Forces Per Ply(lbs)
(J)Hanger Support Required,by others Webs Tens.Comp. Webs Tens. Comp.
(J)Hanger Support Required,by others E-B 243 -361 C-D 155 -153
(J)Hanger Support Required,by others B-D 261 -137
Loading •
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fo'safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly _
attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, TR .., a „•-..-
as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. kefer to Erirrt
y a.,.,a
drawings 160A-Z for standard plate positions. — .---•-
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this dgrawing or cover page,
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this lob's 1jeneral note,paf a and these web sites:ALPINE: s aloineitw.com:TPI:www.toinst.ora:SBCA:wmer.sboinglostnr.cork ICC:www.iccsafe.org
Job Number. 0718087 Ply:1 SEQN:290131/T14/EJAC
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 8Qty: 2 FROM:IKE DRW:
Truss Label: X1 Wgt:0.0 lbs ... / ... 07/19/18
1111.5X46 T
12
i
6 7
M_
io
V
1113X5 A
T
COir
V
NIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIILIIIIIIELIIIIMEII1 ■t 30'
.► III3X5 C
1111.5X4
5'11"4
1 5,11"4 i
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl v# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 B 999 360 D 254 /0 /123 /- /88 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.002 B 999 240 C 254 /77 /126 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 B - - Wind reactions based on MWFRS
EXP:B
Des Ld: 42.00 Mean Height:32.83 ft HORZ(TL):-0.003 B - - D Min Brg Width Req= 1.5
NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 C Min Brg Width Req= -
rigid surface.
Soffit: 2.00 gCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.616 Bearing D is a
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.353
RepFactors Used:Yes Max Web CSI: 0.517 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" C&C Dist a:3.00 ft
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp.
GCpi:0.18 Plate Type(s): A-B 83 -122
Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16
Lumber Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 HF#2 Chords Tens.Comp.
Bot chord 2x4 HF#2 D-C 66 -212
Webs 2x4 HF Std/Stud
Loading Maximum Web Forces Per Ply(lbs)
Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp.
bottom chord live load applied per IRC-15 section
A-D 91 -192 B-C 197 186
301.5. A-C 215 -67
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, TR►
as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to P I•'.`tea nEhl9S
drawings 160A-Z for standard plate positions. "— - ".`
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
• For more information see this iob's general notes page and these web sites:ALPINE: www.alpineitw.com:TPI:www.tpinsLora:SBCA:www.sbcindustry cam:ICC:www.iccsafe.orq
Job Number: 0718087 Ply:1 SEQN:290212/T12/EJAC
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 1 FROM:IKE DRW:
Truss Label: X2 Wgt:0.0 lbs ... / ... 07/19/18
I 3' I 5'11"4
3' 2'11"4
It1.5X,C -
12
6 p
03X7 B
3X5 A
4111
30'
Ip3X7
F � 1115X7 �
I 3X7
3' 2'11"4
1 3' I 5'11"4 1
511"4
II
5'11"4
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.014 E 999 360 F 1349 /318 /- /- /- /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.032 E 999 240 D 1593 /306 /- /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.005 C - - Wind reactions based on MWFRS
EXP:B
Des Ld: 42.00 Mean Height:32.83 ft HORZ(TL):-0.012 C - - F Min Brg Width Req= 1.5
NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= -
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.149 Bearing F is a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.659
Spacing:24.0" C&C Dist a:3.00 ft
Rep Factors Used:Yes Max Web CSI: 0.584 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 274-1228 B-C 31 -53
Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16
Lumber Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x6 DF-L#2 F-E 20 -6 E-D 960 -213
Webs 2x4 HF Std/Stud
Special Loads Maximum Web Forces Per Ply(lbs)
----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Webs Tens.Comp. Webs Tens. Comp.
TC-From 66 plf at 0.00 to 66 plf at 5.94 A-F 225 -967 B-D 282 -1269
BC-From 10 plf at 0.00 to 10 plf at 5.94 A-E 1099 -238 C-D 30 76
BC-1170 lb Conc.Load at 1.67 E-B 1145 -209
BC- 662 lb Conc.Load at 3.67,5.67
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safely practices prior to performing these functions. Installers shall provide temporary
bracing per SCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, TRt!S t 1V.
as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. hefer to Ph'.__ rrtrEtvig
drawings 160A-Z for standard plate positions. `54,*
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this dgrawing or cover page
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this lob's general notes page and these web sites:ALPINE: www.aloineitw.coml TPI: www.toinst.orgjSBCA:www.sbcin•ushv.com:ICC:www.iccsafe.oro
Job Number: 0718087 Ply:1 SEQN:290129/T13/EJAC
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 1 FROM:IKE DRW:
Truss Label: X3 Wgt:0.0 lbs ... / ... 07/19/18
3' I 5'11"4
I3' 2'11"4
B1.5X.0
12
6
;4X5 B
ii 0 _:.2,4,
03X5 A
Ti�a ii
1 1111Ellilli
���1ict)30'
F 1114X6 113X7 D
13X7
3' 2'11"4
1 3• I 511••4 1
511 4
5'11"4
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.012 E 999 360 F 1239 /216 /- /- /- /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.027 E 999 240 D 1260 /219 /- /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.004 C - - Wind reactions based on MWFRS
EXP:B
Des Ld: 42.00 Mean Height:32.83 ft HORZ(TL):-0.010 C - - F Min Brg Width Req= 1.5
NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= -
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.134 Bearing F is a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.574
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.489 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 191 -1066 B-C 30 -53
Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16
Lumber Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x6 DF-L#2 F-E 17 -4 E-D 832 -147
Webs 2x4 HF Std/Stud
Special Loads Maximum Web Forces Per Ply(lbs)
-----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Webs Tens.Comp. Webs Tens. Comp.
TC-From 66 plf at 0.00 to 66 plf at 5.94 A-F 164 -848 B-D 195 -1100
BC-From 10 plf at 0.00 to 10 plf at 5.94 A-E 952 -162 C-D 29 75
BC- 683 lb Conc.Load at 1.00,3.00,5.00 E-B 959 -114
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,byTPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly .
attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing�installed per BCSI sections B3,B7 or B10, h1 �. n¢ivi
as applicable. AppTy plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer to
drawings 160A-Z for standard plate positions. ..._
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI, PI 1,or for handling shipping,installation and bracing of trusses.A seal on this thawing or cover page.
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw com;TPI:www.toinst.ora:SBCA:www.sbcin_dushv.com:ICC:www.iccsafe.orp
Job Number: 0718087 Ply:1 SEQN:290112/T40/EJAC
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT&Qty: 6 FROM:IKE DRW:
Truss Label: X4 Wgt:0.0 lbs ... / ... 07/19/18
2'2"12 i 5'11"4
2'2"12 3'8"8
M1.5X D
6 12
03X5 e
�j
mm
=2x4(A1 IM\
A
1 i 1 9.3Iit � 24'8"
��E III3X5D
II 1.5X4
I-2' 1 3'11"4 i
2712 i 3'8"8
2712 511"4
511"4
5'11"4
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.003 E 999 360 E 407 /- /231 /- /77 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.011 E 999 240 D 135 /47 /45 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - Wind reactions based on MWFRS
EXP:B
Des Ld: 42.00 HORZ(TL):-0.003 C - - E Min Brg Width Req= 1.5
Mean Height:26.50 ft
NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Width 2.0 D Min Brg Req=
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.174 Bearing E is a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.092
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.119 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 185 -144 B-C 42 -70
Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16
Lumber Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 HF#2 A-E 149 -133 E-D 10 -173
Webs 2x4 HF Std/Stud
Hangers/Ties Maximum Web Forces Per Ply(lbs)
(J)Hanger Support Required,by others Webs Tens.Comp. Webs Tens. Comp.
(J)Hanger Support Required,by others E-B 218 -325 C-D 114 -101
Loading B-D 179 -7
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pronely
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ms1alled per BCSI sections B3,B7 or B10, ` ''"•-
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to h f._.'7_i nervi
drawings 160A-Z for standard plate positions. ?rme:o..•". "
Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing,indicates acceptance of professional engineerin responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites:ALPINE: vrew.aloineitw comm TPI: w,vw.toinst.ora-SBCA:wwe.sbcindustmcom•ICC:arew iccsafe.orq
Job Number: 0718087 Ply:1 SEQN:290156/T48/HIP_
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT&Qty: 9 FROM:IKE DRW:
Truss Label: CG1 Wgt:0.0 lbs ... / ... 07/19/18
I 3'1.1 I 8.8••1 I 11'1"3 I
3'1"1 3'5" 4'7"2
il1.5X4 D
12
424 p
3X5
i
111.5X4 /
7-74(A1 '01�
T2 o : 30'
-_F =3X5 E
e3X5
H-2'9"3 1 8'4' 1
I- 311 I 8'02 I
3'1"1 11'1"3
I 111"3
I
11'1"3
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.010 F 999 360 F 605 /135 /- /- /- /7.8
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.023 F 999 240 E 252 /90 /- /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 B - - Wind reactions based on MWFRS
EXP:B 9 HORZ TL:-0.005 B - - F Min Br Width Re 1.5
Des Ld: 42.00 Mean Height:32.31 ft ( ) g q
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 E Min Big Width Req= -
TCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.232 Bearing F is a rigid surface.
Soffit: 2.00 BCDL:6.0 psf
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.483
Rep Factors Used:Yes Max Web CSI: 0.204
Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 217 -197 C-D 32 -56
Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 257 -195
Lumber
Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x6 HF#2 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 HF Std/Stud
A-F 184 -175 F-E 166 -43
Special Loads
-----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(lbs)
TC-From 2 plf at 0.00 to 2 plf at 11.10 Webs Tens.Comp. Webs Tens. Comp.
BC-From 2 plf at 0.00 to 2 plf at 11.10 B-F 0 -175 C-E 45 -178
TC- 80 lb Conc.Load at 0.00
BC- 160 lb Conc.Load at 2.66 F-C 141 -455 D-E 0 112
BC- 29 lb Conc.Load at 5.49
BC- 261 lb Conc.Load at 8.32
Hangers/Ties
(J)Hanger Support Required,by others
(J)Hanger Support Required,by others
(J)Hanger Support Required,by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing iins-talled per BCSI sections B3,B7 or B10, rril:"." ffra' n airy
as applicable. AppTy plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ___
drawings 160A-Z for standard plate positions. ---•-
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this job's general notes page and these web sites:ALPINE: snwN.alpineitw.com;TPC x+ww.toinst.ora:SBCA:www.sbcindustry rent ICC:www.iccsafe.ora
Job Number: 0718087 Ply:1 SEAN:290158/T42/HIP_
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 5 FROM:IKE DRW:
Truss Label: CG2 Wgt:0.0 lbs ... / ... 07/19/18
3'1"1 8'3"4
3'11 52"3
181.5X4 C
12
424 p
03X5 B
-2X4(Ai
A 1
•Iii
20'
C=7 1111.5X4 1113X5 p
E
r�2,y„3 1 5'6"1
3'1"1 52"3
31"1 8'3"4
8'3"4
8'3"4
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.009 E 999 360 E 510 /55 /- /- /- /7.8
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.026 E 999 240 D 129 /45 /7 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 B - - Wind reactions based on MWFRS
EXP:B
Des Ld: 42.00 Mean Height:21.81 ft HORZ(TL):-0.005 B - - E Min Brg Width Req= 1.5
NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= -
rigid surface.
Soffit: 2.00 gCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.288 Bearing E is a
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.090
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.188 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Spedfied Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 253 -12 B-C 33 -64
Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16
Lumber Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x6 HF#2 A-E 11 -237 E-D 11 -224
Webs 2x4 HF Std/Stud
Special Loads Maximum Web Forces Per Ply(lbs)
-----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Webs Tens.Comp. Webs Tens. Comp.
TC-From 2 plf at 0.00 to 2 plf at 8.27 E-B 0 -392 C-D 0 -119
BC-From 2 plf at 0.00 to 2 plf at 8.27 B D 229 12
TC- 80 lb Conc.Load at 0.00
BC- 160 lb Conc.Load at 2.66
BC- 29 lb Conc.Load at 5.49
Hangers/Ties
(J)Hanger Support Required,by others
(J)Hanger Support Required,by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, TRlJ� :
as applicable. Applplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to _I�__ a r1 ferl.
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildin44�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this job's general notes page and these web sites:ALPINE: www.aloinejfw.com:TPI:wffw.toinst.org:SBCA:y@6w sbcindustrv.com:ICC:www.iccsafe org
Job Number: 0718087 Ply:1 SEQN:290154/T36/HIP_
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 1 FROM:IKE DRW:
Truss Label: CG3 Wgt:0.0 lbs ... / ... 07/19/18
3'11 6'8"7 11'1"3
3.1.1 I 37.5 I 44"13 I
111.5X4 D
12
424 v
03X5 C
i
111.5X4•
1 I/
=2X4(Ai '■� 11
T A o r- moi/ 0248"
=-F c--- 113X5E
.43X5 H
I-26"3-, 1'8"14 1 9"3 1 5'9"15 1
3.11 I 8'0"2
3'1"1 11'1"3
711"3I
I
11'1"3
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TOLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pt:21.2 Ce:1.1 VERT(LL): 0.011 F 999 360 F 572 /23 /41 /- /- /7.8
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.029 F 999 240 G -246 /246 /72 /- /- /7.8
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 B - - H 397 /137 /- /- /- /7.8
EXP:B
Des Ld: 42.00 HORZ(TL):-0.006 B - - E 230 /32 /- /- /- /-
Mean Height:26.98 ft Wind reactions based on MWFRS
NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.242 F Min Brg Width Req= 1.5
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.342 G Min Brg Width Req= 1.5
H Min Brg Width Req= 1.5
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.195 E Min Brg Width Req= -
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Bearings F,G,&H are a rigid surface.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Maximum Top Chord Forces Per Ply(lbs)
Lumber Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 HF#2
Bot chord 2x6 HF#2 A-B 273 -24 C-D 33 -55
Webs 2x4 HF Std/Stud B-C 313 23
Special Loads Maximum Bot Chord Forces Per Ply(lbs)
---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Chords Tens.Comp. Chords Tens. Comp.
TC-From 2 plf at 0.00 to 2 plf at 11.10 A-F 22 -243 F-E 298 131
BC-From 2 plf at 0.00 to 2 plf at 11.10 F-G 149 -65
TC- 80 lb Conc.Load at 0.00
BC- 160 lb Conc.Load at 2.66
PLB- 274 lb Conc.Load at(8.32,24.71) Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp. Webs Tens. Camp.
Hangers/Ties
(J)Hanger Support Required,by others B-F 0 -177 C-E 76 -160
F-C 12 -499 D-E 0 -112
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Additional Notes
Negative reaction(s)of-246#MAX.from a non-wind
load case requires uplift connection.See Maximum
Reactions.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, TRV W2
as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. f�efer to h L,,.'moi nER7;
drawings 160A-Z for standard plate positions. '='..."
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
• For more information see this lob's general notes pane and these web sites:ALPINE: www.alpineitw.com'TPI:w w toinst.ora:SBCA: wwwsbcindustm con,ICC:www,iccsafe.orq
Job Number: 0718087 Ply:1 SEQN:290068/T9/JACK
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 30 FROM:IKE DRW:
Truss Label: CJ1 Wgt:0.0 lbs ... / ... 07/18/18
12
6 1111.5X4 B
I
2X4(A1)A ' M
1111.5X4 C
110"3
•1 1'11"11 i
1"
1"6
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): NA A 79 /- /39 /- /15 /1.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA C 79 /3 /41 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 C - - Wind reactions based on MWFRS
EXP:B
Des Ld: 42.00 HORZ(TL): 0.001 C - - A Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:15.00 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 C Min Brg Width Req= -
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.040
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.032 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.031 Chords Tens.Comp.
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: A-B 21 -31
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Maximum Bot Chord Forces Per Ply(lbs)
Lumber Chords Tens.Comp.
Top chord 2x4 HF#2 A-C 3 -2
Bot chord 2x4 HF#2
Webs 2x4 HF Std/Stud
Maximum Web Forces Per Ply(lbs)
Loading Webs Tens.Comp.
Bottom chord checked for 10.00 psf non-concurrent B-C 57 -52
bottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&C
member design.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted ooherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 TRS Tom=.-'-
as applicable. AppTy plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. F7efer to' r 1`'•'i_i�l; 'i t4
drawings 160A-Z for standard plate positions. # T1""I'""""""
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the r
truss in conformance with ANSITTPI 1,or for handling'shipping,installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this job's general notes page and these web sites:ALPINE: www alnineitw.com:TPI: www.toinst oiff.SBCA:www.sbcindustiv.com:ICC:www iccsafe.orn
Job Number. 0718087 Ply:1 SEQN:290072/T7/JACK
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 27 FROM:IKE DRW:
Truss Label: CJ2 Wgt:0.0 lbs ... / ... 07/18/18
2'2"12 I 310 3 I
2'2"12 177
12 1111.5X40
6p i
rio
03X58
��`` v
2AX4(A1)'Isl__iI ,
■.,
1111.5X, -4 1113X5D
I 2' 1 1'10„3-i
2,212 177
11
2712 3'10"3
I 3103 I
3'10"3
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.006 E 999 360 E 487 /75 /235 /- /56 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.013 E 999 240 D 15 /117 /18 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 C - - Wind reactions based on MWFRS
EXP:B
Des Ld: 42.00 HORZ(TL):-0.004 C - - E Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:31.31 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= -
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.138 Bearing E is a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.061
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.120 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 279 -152 B-C 18 -34
Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16
Lumber Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 HF#2
Webs 2x4 HF Std/Stud A-E 163 -215 E-D 27 186
Special Loads Maximum Web Forces Per Ply(lbs)
----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Webs Tens.Comp. Webs Tens. Comp.
TC-From 66 plf at 0.00 to 66 plf at 3.85 E-B 222 -418 C-D 39 -41
BC-From 20 plf at 0.00 to 20 plf at 3.85 B-D 235 -35
TC- 40 lb Conc.Load at 0.00
Hangers/Ties
(J)Hanger Support Required,by others
(J)Hanger Support Required,by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have aproperlyattached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, TRUSS .•.,_�'�is;•.-
as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to Iti aPtsi eFr
drawings 160A-Z for standard plate positions. y y�y ,;,l.o.^ '
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI/7P1 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page •
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
• For more information see this job's general notes page and these web sites:ALPINE: Lwww,alpineitw.comy TPI:www.toinst.5ra:SBCA:www.sbcindustrv.com-ICC:ywwv,ccsafe.oro
Job Number: 0718087 Ply:1 SEQN:290074/T5/JACK
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 17 FROM:IKE DRW:
Truss Label: CJ3 Wgt:0.0 lbs ... / ... 07/19/18
2'2"12 i 5'10"3
2212 377
11.5X40
11 I
12
6
;3X5 B -il
il
�j
=2X4(A1 4
A Ili Y
l
i •Ii '�\30'
—�E 113X50 �J
911.5X4
I—2' 1 3'10"3
2'2"12I 3'7'7
2'2"12 5'10"3
510"3
I� -I
5'10"3
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.003 E 999 360 E 405 /10 /231 /- /86 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.011 E 999 240 D 131 /55 /40 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - Wind reactions based on MWFRS
EXP:B HORZ TL:-0.003 C - - E Min Br Width Req1.5
Des Ld: 42.00 Mean Height:31.81 ft ( ) g
NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= -
rigid surface.
Soffit: 2.00 gCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.169 Bearing E is a
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.089
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.116 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 187 -147 B-C 41 -70
Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16
Lumber Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 HF#2 A-E 154 -134 E-D 7 -172
Webs 2x4 HF Std/Stud
Hangers/Ties Maximum Web Forces Per Ply(lbs)
(J)Hanger Support Required,by others Webs Tens.Comp. Webs Tens. Comp.
(J)Hanger Support Required,by others E-B 222 -324 C-D 114 -99
Loading B-D 179 3
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing lnslalled per BCSI sections B3,B7 or B10, TI , �
as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to , oniE ..
drawings 160A-Z for standard plate positions. • ---•-
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSITTPI 1,or for handlingshipping,installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of pro,esslonal engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this job's general notes page and these web sites:ALPINE: www.aloineitw.com•TPI:www.toinst.ora:SBCA: www sbcindustry com:ICC:cw iccsafe.orq
Job Number: 0718087 Ply:1 SEQN:290076/T1/JACK
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 8Qty: 2 FROM:IKE DRW:
Truss Label: CJ4 Wgt:0.0 lbs ... / ... 07/19/18
12
6 III1.5X4B
3X5A
e04010.141 It ,rM
M
r N
III
1 co
I gt 30'
III 1.5X4 B 1113X5 C
1'10"3
k 1'10"3 A
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs)
TOLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 79 /- /38 /- /26 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 C 79 /34 /40 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 B - - Wind reactions based on MWFRS
EXP:B HORZ TL -0.000 B - - D Min Br Width Req1.5
Des Ld: 42.00 Mean Height:31.81 ft ( ) g
NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 C Min Brg Width Req=
Soffit: 2.00BCDL:6.0 psf
Bldg Code: IRC 2015 Max TC CSI: 0.050 Bearing D is a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.032
RepFactors Used:Yes Max Web CSI: 0.041 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" C&C Dist a:3.00 ft
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp.
GCpi:0.18 Plate Type(s): A-B 26 -42
Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16
Lumber Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 HF#2 Chords Tens.Comp.
Bot chord 2x4 HF#2 D-C 2 -64
Webs 2x4 HF Std/Stud
Loading Maximum Web Forces Per Ply(lbs)
Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp.
bottom chord live load applied per IRC-15 section A-D 1 -61 B-C 71 -60
301.5. A-C 72 -2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,byTPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, ThL, ,..
as applicable. AppTy plates to each face,of truss and position as shown above and on the Joint-Details, unless noted otherwise. (Refer to yr, rdE TS
drawings 160A-Z for standard plate positions. •-- -•
Alpine,a division of ITW BuildingcL�Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this lob's general notes page and these web sites:ALPINE: www alpineitw cm;TPI: www toinst ora;SBCA:wanmsbcindustne.com,ICC:www.iccsafe oat
Job Number: 0718087 Ply:1 SEQN:290078/T26/JACK
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT SQty: 2 FROM:IKE DRW:
Truss Label: CJ5 Wgt:0.0 lbs ... / ... 07/19/18
2 1111.5X46
6 V
03X5 HB 0'
A
T CM
ra-
I Illim........._ id 1 ict)
11` _j►'111111 jilt"
`� 30'
D 1111.5X4 III 3X5 C
L 3'9"7
3'9°7 i
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 162 /- /78 /- /55 /-
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.001 B 999 240 C 162 /55 /81 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 B - - Wind reactions based on MWFRS
EXP:B HORZ TL -0.001 B - - D Min Br Width Req=
Des Ld: 42.00 Mean Height:32.32 ft ( ) g
NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 C Min Big Width Req= -
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.225
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.139 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.172 Chords Tens.Comp.
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: A-B 49 -82
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Maximum Bot Chord Forces Per Ply(lbs)
Lumber Chords Tens.Comp.
Top chord 2x4 HF#2 D-C 17 -134
Bot chord 2x4 HF#2
Webs 2x4 HF Std/Stud Maximum Web Forces Per Ply(lbs)
Loading Webs Tens.Comp. Webs Tens. Comp.
Bottom chord checked for 10.00 psf non-concurrent A-D 45 -124 C-B 143 -121
bottom chord live load applied per IRC-15 section A-C 134 -11
301.5.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly TRUSS.,,,,,...-W7,::4_
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinci installed per BCSI sections B3,B7 or 610, h 1. ' at irr
as applicable. Apply plates to each face,of truss and position as shown above and on the Joint-Details, unless noted otherwise. rtefer to � .M,,.,..
IS
drawings 160A-Z for standard plate positions. ..--...
Alpine,a division of ITW BuildinQComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
• For more information see this iob's general notes page and these web sites:ALPINE: ww,aloineitw.comm;TPI:zemt.,teinst.ora:SBCA:_www,sbcindustrv.com:ICC:wwwiccsafe.org.
Job Number. 0718087 Ply:1 SEQN:290114/T15/JACK
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT BQty: 2 FROM:IKE DRW:
Truss Label: CJ6 Wgt:0.0 lbs ... / ... 07/19/18
12 1111.5X4 B
6 V i
M_
0 3X5 A ih
ih
I ti i ii i........._4 4 0 I
rn
"v
■ X21, 30'
a:: 1111.5X4 =3X50
3'10"8 1
A 3'10"8 A
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph P1:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 247 /24 /- /- /- /4.8
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.001 B 999 240 C 247 /24 /- /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 B - - Wind reactions based on MWFRS
EXP:B HORZ TL: 0.001 B - - D Min Brg Width Req= 1.5
Des Ld: 42.00 Mean Height:32.35 ft ( ) C Min BrgWidth Req 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 =
Soffit: 2.00BCDL:6.0 psf
Bldg Code: IRC 2015 Max TC CSI: 0.271 Bearing D is a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.480
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.186 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp.
GCpi:0.18 Plate Type(s): A-B 45 -69
Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16
Lumber Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 HF#2 Chords Tens.Comp.
Bot chord 2x4 HF#2 D-C 31 -3
Webs 2x4 HF Std/Stud
Special Loads Maximum Web Forces Per Ply(lbs)
(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Webs Tens.Comp. Webs Tens. Comp.
TC-From 66 plf at 0.00 to 66 plf at 3.87 A-D 51 -127 B-C 50 -122
BC-From 20 plf at 0.00 to 20 plf at 3.87 A-C 2 -21
BC- 162 lb Conc.Load at 1.94
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handli shipping,installing and bracing. rl
Refer to and follow the latest edition of BCSI(Building
Component Safety Information,byTPI and SBCA)fo'safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly TRUX.B 1:.
attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing_installed per BCSI sections B3,B7 or 610, ht`,,.;r-�� E
as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to1,F .....7.....;
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIITPI 1, or for handling,shipping,installation and bracing of trusses.A seal on this drawing or cover page
listingthis drawing indicates acceptance of professional en ineerina responsibility solelyfor the design shown. The suithbility
and se of this drgawing for any structure Is the responsibility of the Building Designer perANSI/TPI 1 Sac.2.
• For more information see this job's general notes page and these web sites:ALPINE:ynyvw aloineitw com:TPI:www toinstorc SBCA:www sbcindustrv.com:ICC:ynww.iccsafesro_
Job Number: 0718087 Ply:1 SEQN:290080/T62/JACK
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 8Qty: 1 FROM:IKE DRW:
Truss Label: CJ7 Wgt:0.0 lbs ... / ... 07/19/18
12
6 1ii
6
3IX5A
;4- if
co
I141511 14) 24'$„
D 1111.5X4 1113X =-c
1'10"3
i 1'10"3 i
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 79 /- /37 /- /23 /-
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 C 79 /28 /41 /- /- /3.7
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 B - - Wind reactions based on MWFRS
EXP:B HORZ(TL):-0.000 B - - D Min BrgWidth
Des Ld: 42.00 Mean Height:26.48 ft ( ) Req
NCBCLL: 10.00 TCDL:4.2 psf
Code/Misc Criteria Creep Factor:2.0 C Min Brg Width Req= 1.5
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.050 Bearing C is a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.032
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.041 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp.
GCpi:0.18 Plate Type(s): A-B 26 -41
Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16
Lumber Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 HF#2 Chords Tens.Comp.
Bot chord 2x4 HF#2 D-C 3 -63
Webs 2x4 HF Std/Stud
Loading Maximum Web Forces Per Ply(lbs)
Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp.
bottom chord live load applied per IRC-15 section A-D 0 -61 B-C 70 -60
301.5. A-C 71 -3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly TRUSS,,,,,--2.:•147: ,.
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing_ins-talled per BCSI sections B3,B7 or B10, TIS, 'coraVivra
as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to p , y .a i a
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trusses.A seal on this drawing or cover page•
listing this drawing,indicates acceptance of ro esslonal engineering responsibility solely for the desi n shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Soc.2.
• For more information see this lob's general notes page and these web sites:ALPINE: www.aloineitw,pom;TPI:w,ww.tpinsl.ora:SBCA:wow sbcindustmcom:ICC:www iccsafe ore
Job Number: 0718087 Ply:1 SEQN:290082/T49/JACK
BUTTERFIELD PARK LOT 8-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT Baty: 1 FROM:IKE DRW:
Truss Label: CJ8 Wgt:0.0 lbs ... / ... 07/19/18
12 1111.5X48
6 V II
v
0 3X5 Aih
ih
T
M fil I./ y,
I FaillIIIIIIIIIII 24'8"
D 1111.5X4 E _ III3X5C
-1'9"4 1 2715 1
3'10"3 H
3'10"3
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 140 /0 /48 /- /50 /-
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.001 B 999 240 E 94 /- /58 /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 B - - C 144 /53 /57 /- /- /-
Des Ld: 42.00 EXP:B HORZ(TL):-0.001 B - - Wind reactions based on MWFRS
Mean Height:26.98 ft Code I Misc Criteria Creep Factor:2.0 D Min Brg Width Req=
Soffit: 10.00 TCDL:6.0 psf E Min Br Width Re 1.5
Soffit: 2.00 BCDL:6.0psf Bldg Code: IRC 2015 Max TC CSI: 0.233 g q=
TPI Std: 2014 Max BC CSI: 0.028 C Min Brg Width Req= -
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Bearing E is a rigid surface.
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.174
Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber:
Maximum Top Chord Forces Per Ply(lbs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp.
Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16
Lumber A-B 51 -80
Top chord 2x4 #2 Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 HFF#2
Webs 2x4 HF Std/Stud Chords Tens.Comp.
Loading D-C 29 -270
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section Maximum Web Forces Per Ply(lbs)
301.5. Webs Tens.Comp. Webs Tens. Comp.
Wind A-D 47 -127 B-C 141 -124
Wind loads based on MWFRS with additional C&C A-C 134 10
member design.
Right end vertical not exposed to wind pressure.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,byTPI and SBCA)fr safely practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly 1fRU>�S par.;
as
rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, TR r .. far .;ivi
as applicable. Applplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. f7efer to . .,y eilf4PONEPI N
drawings 160A-Z for standard plate positions. ...,...
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSITTPI 1,or for handling,shipping,installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of pro essional engineering responsibility solely for the design shown. The suitability
and use of this drawing for ny structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this lob's general notes page and these web sites:ALPINE: ywnw.alpineitw.com:TPI: www.toinst.ora:SBCA:www.sbcindustrv.com:ICC:www iccsafe ore