HomeMy WebLinkAboutREVISION 6-12-18OFFICE USE ONLY:
DATE FILED: - Y
REVISION FEE:
PERMIT #
RECEIPT #
PLANNING & DEVELOPMENT
BUILDING & CODE REGULATION
2300 VIRGINIA AVEI'
FORT PIERCE, FL 349
(772) 462.155.,
APPLICATION FOR BUILDINGIPE
PROJECT INFORMATION
LOCATION/SITE
DETAILED DESCRIPTION' OF PROJECT
RE
VISIONS:
CONTRACTOR
STATE of FL RE . y
BUSINESS N
QUALIFIERS N
ADDRESS: 1\D G
CITY:
PHONE (DAYTIME):
OWNER/BUILDER INFORMA'
NAME:
CITY: 'VT . V i2+�CE
PHONE (DAYTIME:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRE
CITY:
PHONE
SLCCC:
Revised
ST. LUCIE CO CERT. #:
IOIV
* �^ rSCOSTA CORPORATION
`� FCEVE
Engineering Cover Sheet
3670 Commerce Center Drive Sebring, Florida 33870
863-385-8242 Voice
863-385-8724 Fax
WWW.SCOSTACORP.COM
/nh Infnrmafinn•
Contractor:
MASTERPIECE SYSTEMS, INC.dba/MASTERPIECE BDLRS.
Job Name:
KNOWLES
J U N I 1 018
c aunty Pt rmitting
Job #: 81901
Date: 6/7/2018 8:25:28 AM
Address: — -----
3800 ANACOSTIA PLACE
LOT 7
FT PIERCE **
Truss designs meet the criteria of FBC 2014 RES
Gravity - Roof (psf): TC LL 20 TC DL 20 BC DL 10 BC LL 0 Total: 50
Wind: ASCE 7-10 170 MPH Exposure: D -Closed Risk Category: Residential - CAT II
DL TO RESIST WIND TC 4.00 BC 6.00
Gravity - Floor (psi): TC LL 40 TC DL 10 BC DL 5 BC LL 0 Total: 55
The following truss designs have been prepared with Alpine/1TW proprietary software, and reviewed by Richard A. Siver P.E. Florida Registered
Engineer # 65698. This cover sheet is sealed in lieu of each individual sheet in accordance with 61G15-31.003, FAC Standard detail sheets and or
sealed engineering sheets by Alpine/ITV are added to those listed below. The details are believed to be correct to the best of this engineer's knowledge,
and the accuracy of the information provided by others cannot be guaranteed. Note the seal on this index sheet indicates acceptance of professional
engineering responsibility as the truss design engineer solely for the Truss Design Drawings listed below. The suitability and use of each component for
any particular building is the responsibility of the Building Designer, per ANSI/I'PI I Section 2.
The Identity of the structural Engineer of Record has not
—been provided as of the seal date.
Order ! ID
1
2
3
4
5
6
7
8
THESLOPLANS A
ARE SUBJECT T
REQUIRED BY.FI
MAY �IECESS
COMP WITH A
14
15
16
17
18
19
20
A9
AID
Q
LL-AgPLICABLECODES.
/ 1 2r
CJ12
j A8
1 2
CJ12C
A7
1
CJ12B
A6
/ 1 ?�
VA
CJ9
A5
/2 1
J7
A4
6 /2
J5
A10
6/7/2018 27
J3
All
6/7/2018 28
EJ7
p
A PROPOSED
6/7/2018 29
15A
WORK
AN CORRECTIONS
6/7/2018 30
J3A
"LIB ?NSPECTORS THAT
6/7/2018 31
D1
ARXIN ORDER TO
6/7/2018 32
V1
6/7/2018 33
V2
A14
6/7/2018 34
EJ9
A15
6/7/2018 35
EJ9C
B2
6/7/2018 36
EJ9B
B1
6/7/2018 37
EJ9A
Cl
6/7/2018 38
EJ9H
C2
6/7/2018 39
EJ9D
CJ12A
6/7/2018 40
EJ9E
CONCEALED
ARE TH'
7 rLIOG -D T
D VO L�
Wjj;Lj1F,%ADV'
677/2018
6/7/2018
6/7/2018
6/7/2018
6/7/2018
STEM OR ATTACHMENTS
EFUSIBIIITY OF THE
6/7 PF RECORD
6/7/2018
6/7/2018
6/7/2018
6/7/2018
6/7/2018
6/7/2018
6/7/2018
6/7/2018
6/7/2018
6/7/2018
File Coff ,' c
If a digital seal is affixed to this document, printed copies without original signature must be verified using the original electronic version
Page 1 of 2
4/,e,[Cg
e
31
Job#:. 81907
Order
ID
41
EAF
42
EJ9G
43
RA
44
RC
45
J7B
46
AC
47
AB
48
AB
49
CA
50
C3
Engineering Cover Sheet
Date Order ID Date
6/7/2018
6/7/2018
6/7/2018
6l7/2018
6/7/2018
6/7/2018
6/7/2018
6/7/2018
6/7/2018
6/7/2018
If a digital seal is affixed to this document, printed copies without original signature must be verified using the original electronic version
Page 2 of 2
M
Job Number: 81907 Ply: 1 SEQN: 25891 / T4 / MONO
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 1 FROM: DRW:
Truss Label: A9 Wgt: 288.4 Ibs .. / ... 06/07/2018
12
6
fo fo
n
tb � T1
00 ED
05X6B
a;
3X5(A1) A
its
ins R B1
1- 2'
16' i8'6" } 8'6" 16, -1
o H1010(••) D
0 6X6
0.25 0
E
F--H1010(")
56X6
W4 W3 (a n 445X6 NVZ L�. .L=3X5(A1)
' Q P O B2 N B2 M L K B1 1113M J
=5X6 =H0308 =4X4 =6X8 =04 =110308 =5X6
45' � 2'
49'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Def11CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in IocUdefl U#
Loc R / U / Rw / Rh / RL / W
R 2528 / 1321 / 1896/- /440 / 8.0
TCDL: 20.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): -0.157 E 999 360
BCLL: 0:00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.445 E 999 240
J 2528 / 1321 / 1896/- /- /4.0 .
BCDL: 10.00',
Risk Category: II
Snow Duration: NA ,
HORZ(LL):-6.047 J - , -
Wind reactions based on MWFRS ,.. ..
Des Ld: 50.00
EXP: D
HORZ(TL): 0.157 J
R Min Brg Width Req = 3.0
Code / Misc Criteria
NCBCLL: 00
Mean Height: 43.44 ft
Creep Factor: 1.5
J Min Brg Width Req = 3.0
Soffit: 0 00
TCDL: 4.0 psf
Bldg Code:FBC 2014 RES
Max TC CSI: 0.531
Bearings R & J are a rigid surface.
.
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007
Max BC CSI: 0.805
Maximum Top Chord Forces Per Ply (Ibs)
Spacing: 24.0 "
C&C Dist a: 4.90 ft
Rep Factors Used: Yes
Max Web CSI: 0.962
Chords Tens.Comp. Chords Tens. Comp.
Loc. from endwall: not in 13.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
A - B 222 - 244 E - F 3071 - 3086
VIEW Ver: 17.02.01A.1114.21
Wind Duration: 1.60
WAVE, HS
B - C 2763 -3300 F - G 2860 -3145
C - D 2860 - 3145 G - H 2763 - 3300
Lumber
D - E 3071 - 3086 H - I 213 - 244
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP M-31
Maximum Bot Chord Forces Per
Ply (Ibs)
Bot chord 2x4 SP #2 :132 2x4 SP M-31:
Chords
Tens.Comp.
Chords
Tens. Comp.
Webs 2x4 SP #2
Lumber value set 13B" uses design values
A - R
222 -172
N - M
2696 -1953
approved 1 /30/2013 by ALSC
R - Q
474 - 502
M - L
2865 - 2242
Q - P
2865 - 2241
L - K
2865 - 2242
Bracing
P - 0
2865 - 2241
K - J '
273 -183
(a) Continuous lateral restraint equally spaced on
O - N
2696 -1952
J - 1
222 -163
member.
(b) 1x4 #2 SYP,HF,OR SPF "T" reinforcement. 80%
Maximum Web Forces Per Ply (Ibs)
length of web member. Attach with 8d Box or Gun
Webs
Tens.Comp.
Webs
Tens. Comp.
(0. 1 13"x2.5",min.)nails @ 6" OC.
R - B
2278 - 2401
N - F
563 - 552
Purlins
B - Q
2680 - 2073
F - M
406 -106
In lieu of rigid ceiling provide lateral bracing to brace
Q - C
504 -405
M - G
379 -312
BC @ 24" OC
C - 0
380 - 313
G - K
504 -405
D - 0
406 -106
K - H
2680 - 2073
Wind
D - N
563 - 552
H - J
2278 - 2401
Left and right cantilevers are exposed to wind
E - N
758 - 561
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "WARNING" note below.
RICHARD A. SIVER
#65698
"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, shi ping, installing, and bracing., Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per SCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppe0
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10 SCOSTA CORPORATION
as applicable. Apply plates to each face, of truss and position as shown above and on the Joint9Details, unless noted otherwise. (tefer to WOOD STEEL OR TIMBER
drawings 160A-Z for standard plate positions. ROOF A FLOOR TRUSSES
Alpine, a division of ITW BuildinhComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover page , , SEBRING, FL 33870
listing this drawin indicates acceptance of rofessiona engineering responsibility solely f r the design shown. The sui ability (863)385-8242
and use of this Orawing for any structure is t ie responsibility of the uilding Designer per AI�SI/TPI 1 Sec.2.
For more infnnnatinn see this lob's oeneral notes none and these web sites: ALPINE: www.alDineitw.mm: TPI: www.toinst.ora: SBCA: www.sbcindustrv.com: ICC: www.locsafe.ora
Job Number: 81907 Ply: 1 SEQN: 26008 / T3 / MONO
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 2 FROM: DRW:
Truss Label: A8 Wgt: 288.4 Ibs .. / ... 06/07/2018
16' 6'8" --}— 3'8" —}6'8" 16' J
0.25 0
=3X5(A1)
�- 2' 45' -1- 2' �{
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
TCDL: 20.00
Speed: 170 mph
Pf. NA Ce: NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
EXP: D
Des Ld: 50.00
Mean Height: 43.42 ft
NCBCLL: 10.00
TCDL 4.0.psf
Code / Misc Criteria
Soffit: 0.00
BCDL: 6.0 psf
Bldg'Code: FBC 2014 RES
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007
Spacing: 24.0 "
C&C Dist a: 4.90 ft
Rep Factors Used: Yes
Loc. from endwall: not in 13.00 ft
FT/RT:20(0)/10(0)
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE, HS
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP M-31 :T4 2x4 SP #2:
Bot chord 2x4 SP #2 :B2 2x4 SP M-31:
Webs 2x4 SP #2
Lumber value set "'I 3B" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member.
(b) 1x4 #2 SYP,HF,OR SPF "T" reinforcement. 80%
length of web member. Attach with 8d Box or Gun
(0.113"x2.5",min.)nails @ 6" OC.
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
- 49'
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in loc Udefl U#.
Loc R / U / Rw / Rh / RL
/ W ,
U 2719 / 1322 / 1897/- / 440 / 8.0
VERT(LL): -0.201 F 999 360
VERT(TL): 0.683 F 778 240
K 2720 / 1322 / 1897/- /-
/8.0
HORZ(LL): 0.058 K - -
Wind reactions based on MWFRS
,
HORZ(TL): 0.218 D -
U Min Brg Width Req = 3.2
Creep Factor: 1.5
K Min Brg Width Req = 3.2
Max TC CSI: 0.654
Bearings U & K are a rigid surface:
Max BC CSI: 0.834
Max Web CSI: 0.946
Maximum Top Chord Forces Per
Ply (Ibs)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
A - B 219 - 247 F - G
B - C 2824 -3609 G - H
C - D 2933 - 3509 H - 1
3093 - 3435
2933 -3510
2825 - 3611
VIEW Ver: 17.02.01A.1114.21
D - E 3093 - 3435 I - J
210 - 247
E - F 3107 -3434
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left and right cantilevers are exposed to wind
Additional Notes RICHARD A. SIVER
WARNING: Furnish a copy of this DWG to the P.E.
installation contractor. Special care must be taken
during handling, shipping and installation of trusses. #65698
See "WARNING" note below.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - U
226 -167
P - 0
3434 .- 2270
U - T
475 - 506
O - N
3017 - 2014
T - S
3146 - 2298
N - M
3147 - 2299
S - R
3146 - 2298
M - L
3147 - 2299
R - Q
3016 - 2012
L - K
290 -185
Q - P
3434 - 2270
K - J
226 -158
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
U - B
2307 - 2587
F - 0
490
- 311
B - T
2947 - 2129
0 - G
850
- 610
T - C
519 - 465
G - N
394
-142
C - R
366 - 309
N - H
366
- 309
D - R
393 -142
H - L
519
- 465
D - Q
851 - 610
L - I
2948
- 2129
Q - E
490 - 312
I - K
2307
- 2588
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shi ping, installing and bracing., Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall rovide temporary
bracing per BCS(. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord Vail have a propper)
attached rigid ceding Locations shown for permanent lateral restraint of webs shall have bracingg installed per SCSI sections B3, B7 or B10 SCOSTA CORPORATION
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to 'WOOD STEEL OR TIMBER
drawings 160A-Z fof standard plate positions. ROOF bR FLOOR TRUSSES
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE
truss in conformance with ANSIi� PI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover pa e SEBRING, FL 33870
listing this drawing indicates acceptance of profess onaengineering responsibility solely for the design shown. The suitability (863)385-8242
and use of this yawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2.
Job Number: 81907 Ply: 1 SEQN: 26010 / T14 / MONO
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 2 FROM: DRW:
Truss Label: A7 Wgt: 305.2 Ibs .. / ... 06/07/2018
16' 4'8" 7,8" — 1 4,8" 16' ol
J
0.25 0
TT2
2H1010(•') D
6X8(") =6X6C.
T3 c E T4 F T3
G�H1010(•')
12
T2
6
�HH10
W7
W5
W io
c7
®H0710 C
(b)
(b) o)
(b)
mT1
W6
(b)
W8
W
W
W3 (a)
(a) T1
O
j6X6B W4
1�5X6
1�,s*
=3X5(A1)A a)W2
tW3
(a J=3X5(A1)
1113 U 61 T S R B2 Q P 0 B2 N M L 013 K
B34X4
=6X6 �H0308 �4X4 ---H0308 =4X10 =4X4 =H0308 =6X6
1— 2' j 45'
49'
2' -1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL:' 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL
1 W
TCDL: 20.00
Speed: 170 mph
Pf: NA Ce: NA VERT(LL): -0.262 F 999 360
U 2694 / 2221. / 1897/ - / 440 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.470 F 999 240
K 2682 /2221 / 1897/- /-
/8.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): -0.084 K - -
. Wind reactions based on MWFRS
Des d::
Des Ld: 50.00
EXP: D
HORZ(TL): 0.174 K
U Min Brg Width Re 3.2
q =
10.00
Mean Height: 43.40 It
Code/ Misc Criteria Creep Factor: 1.5
K Min Brg Width Req = 3.2
Soffit: 0.00
TCDL: 4.0 psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.618
Bearings U & K area rigid surface.
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007 Max BC CSI: 0.871
Spacing: 24.0 "
C&C Dist a: 4.90 ft
Rep Factors Used: Yes Max Web CSI: 0.984
Maximum Top Chord Forces Per
Ply (Ibs)
Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
A - B 225 -250 F - G
3170 -3318
Wind Duration: 1.60
WAVE, HS VIEW Ver: 17.02.01A.1114.21
B - C 2974 -3577 G - H
3020 -3424
Lumber
Additional Notes
C - D 3020 -3444 H - 1
2974 -3558
D - E 3162 - 3339 I - J
216 - 250
Value Set: 13B (Effective 6/1/2013)
WARNING: Furnish a copy of this DWG to the
E - F 3174 -3314
Top chord 2x4 SP M-31
installation contractor. Special care must be taken
Bot chord 2x4 SP #2 :82 2x4 SP M-31:
during handling, shipping and installation of trusses.
Webs 2x4 SP #2
See "WARNING" note below.
Maximum Bot Chord Forces Per Ply (Ibs)
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member.
(b) 1x4 #2 SYP,HF,OR SPF "T" reinforcement. 80%
length of web member. Attach with 8d Box or Gun
(0. 1 13"x2.5", min.)nails @ 6" OC.
(c) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" OC.
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC @ 24".00
Wind
Left and right cantilevers are exposed to wind
RICHARD A. SIVER
P.E.
Chords Tens.Comp. Chords Tens. Comp
A - U
229 -170
P - 0
3341
- 2266
U - T
466 - 502
O - N
2933
- 2011
T - S
3118 - 2373
N - M
3101
- 2373
S - R
3118 - 2373
M - L
3101
- 2373
R - Q
2952 - 20O9
L - K
275
- 204
Q - P
3341 - 2266
K - J
229
-161
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
U - B
2309 - 2568
F - 0
632
- 425
B - T
2933 - 2184
0 - G
763
- 689
T - C
530 - 447
G - N
330
-189
C - R
469 - 337
N - H
468
- 336
D - R
328 -188
H - L
531
-445
D - Q
785 - 686
L - I
2917
- 2185
Q - E
676 - 401
I - K
2309
- 2556
E - 0
202 -198
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating handling, shippping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Went Safety Information, b TPI an 'SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperg
d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or B10 SCOSTA CORPORATION
icable. Apply Agates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. {2efer to WOOD STEEL OR TIMBER
)s 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES
a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE
conformance with ANSI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover Pape SEBRING, FL 33870
this drawing, indicates acceptance of professionat engineerm responsibility solely for the design shown. The Sul ability (863)385-8242
ie of this yawing for any structure is the responsibility of the Ruilding Designer per ANSI/TPI 1 Sec.2.
m
Job Number: 81907 Ply: 1 SEQN: 26012 / T15 / MONO
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 1 FROM: DRW:
Truss Label: A6 Wgt: 306.6 Ibs .. / ... 06/07/2018
16' 2'8" 11,8" I - 2'8" 16, -I
11ZD
co 5D
ro 5D
3X5(A1) E
1- 2'
Loading Criteria (pst)
TCLL: 20.00
TCDL: 20.00
BOLL: 0.00
BCDL: 10.00
Des Ld: 50.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
0.25 12
v
D @m8X8 1112X4O m8X8O
vH1010('•) T3 E F T4 G T3 HH1010(")
12 T2 T2
6 p �H0710
joH0710 C W5 8 W5 I
(b)
T1 W3 (b) W7 (b) 6 W
(a) (a) T1
a) W4 W3 (a) J%6X6
W2 K=3X5(A1)
B1 S R Q B2 P 82 O N M B3 1113 L
=6X6 mH0308 =010 =6X8 =010 =H0308 =6X6
45'
49'
2' '1
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
T 2721 / 2218 / 1897/- / 439 / 8.0
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): -0.271 F 999 360
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.504 F 999 240
L 2789 / 2218 / 1897/- /- / 8.0
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.080 L - -
Wind reactions based on MWFRS
EXP: D
HORZ(TL): 0.171 L - -
T Min Brg Width Req = 3.2
Code / Misc Criteria
Mean Height: 43.38 ft
Creep Factor: 1.5
L Min Brg Width Req = 2.3
TCDL: 4.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.718
Bearings T & L are a rigid surface.
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.790
Maximum Top Chord Forces Per Ply (Ibs)
C&C Dist a: 4.90 ft
Rep Factors Used: Yes
Max Web CSI: 0.982
Chords Tens.Comp. Chords Tens. Comp.
Loc. from endwall: not in 13.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
A - B 219 - 251 F - G 3263 - 3545
VIEW Ver: 17.02.01A.1114.21
Wind Duration: 1.60
WAVE, HS
B - C 2968 -3607 G - H 2894 -3085
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP M-31 :T3 2x6 SP #2:
Bot chord 2x4 SP M-31 :B1 2x4 SP #2:
Webs 2x4 SP #2
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member.
(b) 1x4 #2 SYP,HF,OR SPF "T" reinforcement. 80%
length of web member. Attach with 8d Box or Gun
(0.1 13"x2.5", min.) nails @ 6" OC.
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left and right cantilevers are exposed to wind
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "WARNING" note below.
RICHARD A. SIVER
P.E.
#65698
C - D 3032 - 3530 H - 1 3032 - 3593
D - E 2894 - 3030 I - J 2965 - 3733
E - F 3263 - 3545 J - K 205 - 243
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - T
230 -168
P - 0
3278 - 2171
T - S
474 - 504
O - N
3254 - 2363
S - R
3145 - 2364
N - M
3254 - 2363
R - Q
3145 - 2364
M - L
297 - 221
Q-P
3241 -2171
L-K
224 -160
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
T - B
2278 - 2581
P - G
459
- 343
B - S
2941 - 2170
G - 0
663
- 606
S - C
519 - 483
H - O
988
- 680
C - Q
432 - 298
0-1
430
- 297
Q - D
961 - 680
1- M
522
-419
Q - E
663 - 662
M - J
3052
- 2157
E - P
522 - 343
J - L
2270
- 2562
F - P
623 - 462
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating handling, shippping, installing and bracing. Refer to and follow the latest edition of
qt Safety Information, b TPI an fabricating,
for sa ety practices prior to performing these furlctions. Installers shall rov
SCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathingg and bottom chord Wall
aid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections I
'le. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted othenh
60A-Z for standard plate positions.
a division of
this drawing,any failure to build the
on this drawing or cover pa e
he design shown. The suitability
SCOSTA CORPORATION
WOOD STEEL OR TIMBER
ROOF bR FLOOR TRUSSES
3670 COMMERCE CENTER DRh
SEBRING, FL 33870
(863)385-8242
11
Job Number: 81907 Ply: 1 SEQN: 26031 / T1 / MONO
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 1 FROM: DRW: J
Truss Label: AS Wgt: 308.0 Ibs .. / ... 06/07/2018
i 16,
12
6
0 H0710
m
v �
20 m
o
3X5(A1) A
�vte
T S R
=6X6 =H0308 =4X4
�— 2'
15'8" i- 16'
1112X4 =6X6
E T3 F
Q P 0
=4X10 =H0308 =4X4
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NI
TCDL: 20.00
Speed: 170 mph
Pf: NA Ce: NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
D
Des Ld: 50.00
NCBCLL: 10.00
MeaEXPn
Mean Height: 43.35 ft
Code / Misc Criteria
Soffit: 0.00
TCDL: 4.0 psf
BCDL: 6.0 psf
Bldg Code: FBC 2014 RES
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Spacing: 24.0 "
C&C Dist a: 4.90 ft
Rep Factors Used: Yes
Loc. from endwall: not in 13.00 ft
FT/RT:20(0)/10(0)
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE, HS
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP M-31
Bot chord 2x4 SP #2
Webs 2x4 SP #2
Lumber value set "'I 3B" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member.
(b) 1x4 #2 SYP,HF,OR SPF "T" reinforcement. 80%
length of web member. Attach with 8d Box or Gun
(0.11 3"x2.5", min.) nails @ 6" OC.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC @ 24" OC
Wind
Left and right cantilevers are exposed to wind
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "WARNING" note below.
45'
49'
tH0710
H
W5 (a) W
W3 (::,8,1t146X6
=3X5(A1)
N M L 63 1113 K
=4X4 =H0308 =6X6
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.273 E 999 360
VERT(TL): 0.492 E 999 240
HORZ(LL): -0.098 K - -
HORZ(TL): 0.205 K
Creep Factor: 1.5
Max TC CSI: 0.667
Max BC CSI: 0.889
Max Web CSI: 0.993
Mfg Specified Camber:
VIEW Ver: 17.02. 01 A. 1114.21
RICHARD A. SIVER
#65698
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
U 2568 / 2150 / 1887 / - / 441 / 8.0
K 2567 12152 /1877/- /- /8.0
Wind reactions based on MWFRS
U, Min Brg Width Req = 3.0
K Min Brg Width Req = 3.0
Bearings U & K are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B
229 - 262
F - G
3107 - 3137
B - C
2872 - 3382
G - H
2919 - 3227
C - D
2916 - 3228
H - 1
2875 - 3382
D-E
3118 -3149
I-J
221 -262
E-F
3112-3142
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - U
243 -169
P - 0
3145 - 2218
U - T
455 - 491
0 - N
2775 -1885
T - S
2947 - 2288
N - M
2947 - 2290
S - R
2947 - 2288
M - L
2947 - 2290
R - Q
2775 -1882
L - K
249 -178
Q - P
3145 - 2218
K - J
243 -160
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
U - B
2205 - 2441
F = 0
546
- 419
B - T
2787 - 2125
0 - G
636
- 581
T-C
517 -418
G-N
337
-180
C - R
476 - 326
N - H
475
- 329
R-D
340 -180
H -L
518
-418
D - Q
645 - 59B
L - I
2787
- 2127
E - Q
560 - 413
I - K
2207
- 2442
Q-F
191 -177
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shi pmg, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properg
attached rigid ceilin Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810 SCOSTA CORPORATION
as applicable. Apply plates to each face otruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to WOOD STEEL OR TIMBER
drawings 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES
Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover page , , SEBRING, FL 33870
listing this drawing indicates acceptance of rofessiona engineering responsibility solely for the design shown. The sui abrllty (863)385-8242
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
a
Job Number: 81907 Ply: 1 SEQN: 25995 / T5 / HIPS
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS City: 1 FROM: DRW:
Truss Label: A4 Wgt: 292.6 Ibs .. / ... 06/07/2018
11
m
aD
1�16" 3X5(A1)
i 14'8" i 1916„
gaH0510
D
12
6
0 H0710
14'8"
=6X6 H0510
F T4 G
T2 '4 H0710
"', W H
5;X6B a) W2 W4 ) W3 (a v I e5X6
3X5(A1)
1113 V B1 T S R 62 Q P 0 62 N M L B3 1113 K
=5X6 =H0308 =4X4 =4X4 =H0308 =4X10 =4X4 =H0308 =5X6
2' j 45' j 2' —�
49'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
U 2568 / 2206 / 1891 / - / 404 / 8.0
TCDL: 20.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): -0.308 F 999 360
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0,535 F 995 240
K 2568 / 2206 / 1891 / - / - / 8.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.106 K - -
Wind reactions based on MWFRS
Des Ld: 50.00
EXP: D
HORZ TL : 0,210 K - -
( )
U Min Br Width Re = 3.0
g q
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 43.01 ft
TCDL: psf
Creep Factor: 1.5
K Min Brg Width Req = 3.0
Soffit: 0.00
6.0
BCDL: 6.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.513
Bearings U & K are a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.939
Spacing: 24.0 "
C&C Dist a: 4.90 ft
Rep Factors Used: Yes
Max Web CSI: 0,934
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 13.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
A - B 210 - 238 F - G 3419 - 3425
GCpi: 0.18
Plate Type(s):
VIEW Ter: 17.02.01A.1114.21
Wind Duration: 1.60
WAVE, HS
B - C 2936 -3353 G - H 3062 -3258
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP M-31
Bot chord 2x4 SP #2
Webs 2x4 SP #2
Lumber value set "13B" uses design values
approved 1/30/2013 byALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member.
(b) 1x4 #2 SYP,HF,OR SPF "T" reinforcement. 80%
length of web member. Attach with 8d Box or Gun
(0.113"x2.5",min.)nails @ 6" OC.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left and right cantilevers are exposed to wind
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "WARNING" note below.
—WARNING" READ AND
"IMPORTANT*" FURNISH THIS DRAV1
a division of
1 1-1 1, or for r
acceptance
any structure
C - D 3062 - 3258 H - 1 2937 - 3353
D - E 3405 - 3411 1-1 202 - 238
E - F 3419 - 3425
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - U
214 -168
P - 0
3432 - 2612
U - T
457 - 479
0 - N
2814 - 2064
T - S
2908 - 2328
N - M
2908 - 2328
S - R
2908 - 2328
M - L
2908 - 2328
R - Q
2814 - 2065
L - K
295 - 238
Q - P
3432 - 2612
K - J
215 -159
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp, Webs Tens. Comp
U - B
2271 - 2438
F - 0
677
- 545
B - T
2700 - 2104
O - G
923
- 802
T - C
502 - 421
G - N
304
-136
C - R
332 - 241
N - H
333
- 241
D - R
300 -136
H - L
502
- 422
D - Q
912 - 790
L - I
2701
- 2105
Q - E
675 - 557
I - K
2271
- 2438
E - 0
161 -159
RICHARD A. SIVER
V ALL NOTES ON THIS DRAWING!
ALL CONTRACTORS INCLUDING THE INSTALLERS
a. installina and bracing. Refer to and follow the latest
as shown above anld onvthe Join? Detaills, unless noted othervw e.Btkefer tom SCOSTA CORPORATION
WOOD STEEL OR TIMBER
ROOF bR FLOOR TRUSSES
not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIB
1, installation and bracing of trussesA seal on this drawing or cover page SEBRING, FL 33870
Agin ineermg.. yesponsibility solely�f�orrt heodesiign shown. The suitability (863)385-8242
J
Job Number: 81907 Ply: 1 SEQN: 25930 / T50 / MONO
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS City: 1 • FROM: [DR":Truss Label: A10 Wgt: 316.4lbs / ... 06/07/2018
r 16' 2'6"11.81, -1 2'8" 16, -'
0.25 12
v
8X8
T3
1112X4
T4
=8X8 T3
T3
6H1010(") D E
F
G HyH1010(")
T
12
T2
W
T5
6 p
aH0710 _
=12X14
fD
n
oiH0710C
W5
8
(b)
W5
�`
T1
(b)
o
CD
W3
ta)
W8
T6
¢8X6B
W4
10
r-
W12 J%6X6
l
=3X5(A1) A
a) W2
5'10-1/2"
K=3X5(A1)
1113 U
B1 T.
S R B2
Q
g3 P O N M B1 013 L
=6X6
=H0308 =4X10
-6X8
=4X4-4X10 =H0308 =6X6
2' 45'
49'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NF
TCDL: 20.00
Speed: 170 mph
Pf: NA Ce: NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
EXP: D
Des Ld: 50.00
Mean Height: 43.38 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Code / Misc Criteria
Soffit: 0.00
BCDL: 6.0 psf
Bldg Code: FBC 2014 RES
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Spacing: 24.0 "
C&C Dist a: 4.90 it
Rep Factors Used: Yes
Loc. from endwall: not in 13.00 ft
FT/RT:20(0)/10(0)
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE, HS
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP M-31 :T3 2x6 SP #2:
Bot chord 2x4 SP #2 :B2, B3 2x4 SP M-31:
Webs 2x4 SP #2
Lumber value set 13B" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member.
(b) 1x4 #2 SYP,HF,OR SPF "T" reinforcement. 80%
length of web member. Attach with 8d Box or Gun
(0.113"x2.5",min.)nails @ 6" OC.
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
U 2721 / 2218 / 1897/- / 439 / 8.0
VERT(LL): -0.258 F 999 360
VERT(TL): 0.495 F 999 240
L 2789 / 2218 / 1897 / - / -
/ 8.0
HORZ(LL): -0.083 L - -
Wind reactions based on MWFRS
HORZ(TL): 0.175 L
U Min Brg Width Req = 3.2
Creep Factor: 1.5
Max TC CSI: 0.718
L Min Brg Width Req = 3.3
Bearings U & L are a rigid surface.
Max BC CSI: 0.958
Max Web CSI: 0.982
Maximum Top Chord Forces Per
Ply (Ibs)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
A - B 219 - 251 F - G
B - C 2968 -3606 G - H
C - D 3032 - 3532 H - 1
3264 - 3535
2150 -2586
2255 - 3025
VIEW Ver: 17.02. 01 A. 1114.21
D - E 2894 - 3032 I - J
3005 - 3808
E - F 3264 - 3535 J - K
176 - 214
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left and right cantilevers are exposed to wind
Additional Notes RICHARD A. SIVER
WARNING: Furnish a copy of this DWG to the P.E.
installation contractor. Special care must be taken
during handling, shipping and installation of trusses. #65698
See "WARNING" note below.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - U
230 -167
P - 0
3290 - 2355
U - T
475 - 504
0 - N
3294 - 2356
T - S
3144 - 2364
N - M
3294 - 2356
S - R
3144 - 2364
M - L
371 - 322
R - Q
3239 - 2169
L - K
205 -174
Q - P
3306 - 2170
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
U - B
2279 -2580
P - V
708 -483
B - T
2940 - 2170
G - P
464 - 576
T - C
519 - 485
G - V
1347 -1043
C - R
433 - 297
H - V
870 - 576
R-D
958 -674
V-0
181 0
R - E
659 - 650
V - 1
1138 - 826
E - Q
518 - 353
I - M
454 - 299
F - Q
616 - 457
M - J
3015 - 2044
Q - G
414 - 343
J - L
2301 - 2662
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme are in fabricatin handling, shi ping, installing and bracing., Refer to and follow the latest edition of
d Safety Information, byy TPI anc�'SBCA) for safety practices pnor to pertormtng these functions. Installers shall prow
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall
d�id ceg Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections
.App
lates to each face of truss and position as shown above and on the Joint9Details, unless noted otherw
60A-Z for s�andard plate positions.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI Pl 1, or for handling shippping,installation and bracing of trussesA seal on this drawing or cover page
this drawing indicates acceptance of professional engineerinresponsibility solely for the design shown. The suitability
;e of this r7�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
SCOSTA CORPORATION
ROOF A FLOORRTRIUSSES
3670 COMMERCE CENTER DRh
SEBRING, FL 33870
(863)385-8242
Job Number: 81907 Ply: 1 SEQN: 26029 / T32 / MONO
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 1 FROM: DRW:
Truss Label: All Wgt: 340.21bs / ... 06/07/2018
16' 15 6 61 16, -1
aH07a0(••) T3 E 6 =4X1F0 T4
G=H0710(••)
T T T2
12 WB W5 T6 41H0710
6 � W5
o aH0710C (b)W =6X8 H
m1 T1 W3 (b) W6 W7 T6
05X B W4 W W11 O1S5X6
4X5(A1) A 1'0-9/16"
1W Ma I I III
1114X10 U B1 T S R B2 Q P O B2 N M L B3 1114X10 K
.n SYR .�FYii °AYA �Ayin �FXC. eAYA III9YA =FXR ear
F' 2' 45'
49'
J=4X5(A1)
2 -�
Loading Criteria (psi)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
U 2616 / 2151 / 1888 / - / 441 / 8.0
K 2715 / 2153 / 1878 / - / - / 8.0
Wind reactions based on MWFRS
U Min Brg Width Req = 3.1
K Min Brg Width Req = 3.2
Bearings U & K are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
TCDL: 20.00
BCLL: 0.00
BCQL: 10.00
Des Ld: 50.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: D
Mean Height: 43.35 ft
TCDL: 4.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.90 ft
Loc. from endwall: not in 13.00 ft
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
VERT(LL): -0.232 E 999 360
VERT(TL): 0.444 E 999 240
HORZ(LL): -0.066 K - -
HORZ(TL): 0.142 K
Creep Factor: 1.5
Max TC CSI: 0.671
Max BC CSI: 0.814
Max Web CSI: 0.955
Mfg Specified Camber:
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/l0(0)
A - B 210 -218 F - G 2011 -2465
GCpi: 0.18
Plate Type(s):
VIEW Ver: 17.02.01A.1114.21
Wind Duration: 1.60
WAVE, HS
B - C 2906 -3505 G - H 2O93 -2883
Lumber
Value Set: 13B (Effective 6/l/2013)
Top chord 2x4 SP M-31
Bot chord 2x6 SP #2
Webs 2x4 SP #2
Lumber value set "l313" uses design values
approved 1/30/2013 byALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member.
(b) lx4 #2 SYP,HF,OR SPF "T" reinforcement. 80%
length of web member. Attach with Bd Box or Gun
(0.1 13"x2.5", min.) nails @ 6" OC.
Loading
Mechanical Unit Loads Supported by this Truss
At Truss Unit Unit Supporting
X-Loc Piece Lbs. Width Trusses
35.93 BC 200.0 2.00 2
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left and right cantilevers are exposed to wind
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "WARNING" note below.
RICHARD A. SIVER
P.E.
#65698
C - D 2942 - 3356 H - I 2935 - 3750
D - E 3140 - 3295 1-1 259 - 292
E - F 3133 - 3288
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - U
213 -181
P - 0
3324 - 2240
U - T
524 - 508
0 - N
3243 - 2298
T - S
3057 - 2319
N - M
3243 - 2299
S - R
3057 - 2319
M - L
3243 - 2299
R - Q
2890 -1904
L - K
466 - 392
Q - P
3324 - 2240
K - J
298 - 243
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
U - B
2141 - 2405
F - V
1280
- 987
B - T
2768 - 2057
0 - V
578
- 384
T - C
514 - 425
G - V
775
- 473
C- R
483 - 331
V- N
261
0
R - D
357 -196
V - H
1193
- 839
D - Q
693 - 592
H - L
440
- 256
E - Q
559 - 410
L - I
2864
-1911
Q - F
188 -176
I - K
2174
- 2525
F-0
319 -270
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
i reqquire extreme care in fabricating handling, shi pping, installing and bracing. Refer to and follow the latest edition of BCSI (Buildini
nenf Safety Information, b TPI and SBCA) for safety practices prior to pertorming these functions. Installers shall provide temporary
er BCSI. Un ess noted o herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properl
COSTA CO
c�rigld ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insalled per BCSI sections B3, B7 or B10 SRPORATION
cable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. {defer to WOOD STEEL OR TIMBER
s 160A-Z for standard plate pOSltiOnS. ROOF bR FLOOR TRUSSES
a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE
conformance with ANSI PI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover paga SEBRING, FL 33870
this drawin� indicates acceptance of professiona engineering responsibility solely for the design shown. The suiTability (863)385-8242
,e of this cawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2.
Job Number: 81907 Ply: 1; SEQN: 26020 / T29 / HIPS
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 1 FROM: DRW:
Truss Label: Al2 Wgt: 337.4 Ibs .. / ... 06/07/2018
14'8" 19,8" 14'8" j
H0510
D
T 12 T2
6 p
OH0710C W5
m T1
(o5X B W4
J�g4X5(A1) A
Inc
1114X10V B1 = 5X6 = X6=4X4
31'2"
=6X6 1112X4
F 9G H=5X8
W7 1 T5
WE =5X8 X 1112X4 I �H0710
W 17 W12
6' a
R Q P
4X4=5X6=4X10
01112X4 = X6 � X6 B3 1114A d L
f - 2' j 45' j 2' —I
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF;
TCLL: .20.00
Wind Std:, ASCE 7-10
Pg: NA Ct: NA CAT:.M
TCDL: 20.00
Speed: 170 mph
Pf: NA Ce: NA
BOLL: 0.00
Enclosure: Closed..
Lu: NA Cs: NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
EXP:'D
Des Ld: 50.00
Mean Height: 43.01 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Code / Misc Criteria
Soffit: 0.00
BCDL: 6.0 psf
Bldg Code: FBC 2014 RES
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Spacing: 24.0 "
C&C Dist a: 4.90 ft
Rep Factors Used: Yes
Loc. from endwall: not in 13.00 ft
FT/RT:20(0)/10(0)
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE, HS
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP M-31
Bot,chord 2x6 SP #2
Webs 2x4 SP #2
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member.
(b) 1x4 #2 SYP,HF,OR SPF "T" reinforcement. 80%
length of web member. Attach with Ed Box or Gun
(0. 1 13"x2.5",min.)nails @ 6" OC.
Loading
Mechanical Unit Loads Supported by this Truss
At Truss Unit Unit Supporting
X-Loc Piece Lbs. Width Trusses
37.00 . BC 200.0 2.00 2
Purims
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left and right cantilevers are exposed to wind
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "WARNING" note below.
49'
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): -0.265 F 999 360
VERT(TL): 0.490 F 999 240
HORZ(LL): -0.070 L
HORZ(TL): 0.145 L
Creep Factor: 1.5
Max TIC CSI: 0.596
Max BC CSI: 0.808
Max Web CSI: 0.983
Mfg Specified Camber:
VIEW Ver: 17.02.01A.1114.21
RICHARD A. SIVER
P.E.
#65698
—IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest
t Safety Information, by TPI andSBCA) for safety practices prior to performing these functions. Installers
BCSI. Unless noted o3herwise,top chord shall have properly attached structural sheathingand bottom ct
)id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insalled per BCSI
e. AppTy plates to each face of truss and position as shown above and on the Joint Details, unless not
60A-Z for standard plate positions.
a division of
any
this
on
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
V 2612 / 2206 / 1891 / - / 404 / 8.0
L 2725 / 2206 / 1692 / - /- / 8.0
Wind reactions based on MWFRS
V Min Brg Width Req = 3.1
L Min Brg Width Req = 3.2
Bearings V & L are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - B
209 - 257
F - G
2698 - 3081
B - C
2970 - 3468
G - H
2701 - 3085
C - D
3090 - 3376
H - 1
2360 - 2877
D - E
3411 - 3532
I - J
3026 - 3763
E - F
3466 - 3629
J - K
276 - 299
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - V
257 -181
Q - P
3557 - 2618
V - U
524 - 496
P -,0
3249 - 2374
U - T
3012 - 2359
O - N
3247 - 2373
T - S
3012 - 2359
N - M
3247 - 2373
S - R
2919 - 2087
M - L
479 - 420
R - Q
3557 - 2618
L - K
310 - 265
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
V - B
2206 - 2399
F - W
831
- 611
B - U
2677 - 2035
G - W
493
- 345 ,
U- C
502 - 429
W- O
235
0
C - S
341 - 246
W - X
986
- 791
D-S
313 -159
W-H
1241
-1034
D- R
966 - 787
X- H
4
- 5
R - E
688 - 626
X - 1
986
- 791
E - P
193 -152
1- M
426
- 207
P - F
567 - 305
M - J
2857
-1958
P - W
743 - 617
J - L
2243
- 2547
of
ins t33, t37 or tit D-
NZfer to
SCOSTA CORPORATION
lerwise.
WOOD STEEL OR TIMBER
ROOF bR FLOOR TRUSSES
failure to build
3670 COMMERCE CENTER DRIVE
gthe
In r The rsui abili
SEBRING, FL 33870
ty
(863)385-8242
Job Number: 81907 Ply: 1 SEQN: 26023 / T28 / HIPS
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 1 FROM: DRW:
Truss Label: A13 Wgt: 327.6 Ibs / ... 06/07/2018
12'e' 23'6"
so6
CX12
= 4X4 @=HE710
0
— TF
=6G12
12
—
10
T
6 �
V
H$e
T1 W4 W4 W4
`D
p5X14 B
(b)
(c)
�
5
W5
to
W3
`T
W
=4X5(A1)A
l�
31'
6'
s
_
07 U B1 T
S R—
82 Q
P 0 B3 N
M
L
1112X4
=5X6
=4X4
=5X6=4X10 1112X4
=5X6 =6X6
2' j 45'
49'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection In loc Udefl U#
TCDL: 20.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): -0.392 E 999 360
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.737 E 240
BCDL: 10.00
Risk Category: II
Snow Duration:, NA
.721
HORZ(LL): -0.104 C
Des Ld: 50.00
EXP: D
HORZ(TL): 0.201 C
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 42.51 ft
TCDL: 4.0 psf
Creep Factor: 1.5
Soffit: 0.00
BCDL: 6.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.596
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2007
Max BC CSI: 0.877
Spacing: 24.0 "
C&C Dist a: 4.90 ft
Rep Factors Used: Yes
Max Web CSI: 0.945
Loc. from endwall: not in 13.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
VIEW Ver: 17.02.01A.1114.21
Wind Duration: 1.60
WAVE, HS
Lumber Wind
Value Set: 13B (Effective 6/1/2013) Left and right cantilevers are exposed to wind
Top chord 2x4 SP M-31
Additional Notes
Bot chord 2x6 SP M-14 :82, B3 2x6 SP #2:
Webs 2x4 SP #2 WARNING: Furnish a copy of this DWG to the
Lumber value set "'I 3B" uses design values installation contractor. Special care must be taken
approved 1/30/2013 by ALSC during handling, shipping and installation of trusses.
See "WARNING" note below.
Bracing
(d) Continuous lateral restraint equally spaced on
member.
(c) 1x4 #2 SYP,HF,OR SPF "T" reinforcement. 80%
length of web member. Attach with 8d Box or Gun
(0. 1 13"x2.5",min.)nails @ 6" OC.
(b) 2x4 #3 or better "T" reinforcement. 80% length of
web member. Attach with 16d Box or Gun
(0.135"x3.5",min.)nails @ 6" OC.
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" OC.
Loading
Mechanical Unit Loads Supported by this Truss
At Truss Unit Unit Supporting
X-Loc Piece Lbs. Width Trusses
35.91 BC 200.0 2.00 2
Purlins RICHARD A. SIVER
In lieu of rigid ceiling provide lateral bracing to brace P E
BC @ 24" OC
#65698
—12'8" ^1
0
A
6X6J=4X5(A1)
K
— j 2'
♦ Maximum Reactions (Ibs)
Loc R /U , ./Ryv /Rh /RL /W
U 2617 /2186 /1877/- /349 /8.0
K 2720 / 2187 / 1877 / - /- 18.0
Wind reactions based on MWFRS .
U Min Brg Width Req = 3.1
K Min Brg Width Req = 3.2
Bearings U & K are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B
318 -405
F-G
4219 -5110
B - C
3093 - 3504
G - H
2260 - 2802
C - D
3718 - 4005
H - 1
3057 - 3829
D - E
3901 - 4265
I - J
223 - 235
E - F
4176 - 5053
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - U
507 - 227
P - 0
4042 - 3055
U - T
2800 - 2245
O - N
3322 - 2413
T - S
2799 - 2241
N - M
3307 - 2402
S - R
2799 - 2241
M - L
3307 - 2402
R - Q
3026 - 2212
L - K
423 - 373
Q - P
4042 - 3055
K - J
249 - 216
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
U - B
3125 - 3621
F - V
540 - 401
B- T
222 - 56
V- N
193 0
B - R
336 - 279
V - W
1081 - 911
C - R
208 - 52
V - G
2903 - 2357
C-Q
1348 -1100
W-G
16 -16
Q - D
858 - 808
W - H
1082 - 912
D-O
314 -310
H-L
339 -136
O - E
834 - 752
L - I
2978 - 2039
O - V
1213 -1005
1 - K
2280 - 2610
E - V
790 - 873
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Buildini
Component Safety Information, b 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 proper
)
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10 _ SCOSTA CORPORATION
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to WOOD STEEL OR TIMBER
drawings 160A-Z for standard plate positions. ROOF A FLOOR TRUSSES
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3570 COMMERCE CENTER DRIVE
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover page SEBRING, FL 33870
listing this drawing indicates acceptance of professlonat engineerin responsibility solely for the design shown. The suitability (863)385-8242
and use of this cawing for any structure is the responsibility of the �uilding Designer per ANSI/TPI 1 Sec.2.
Job Number: 81907
Ply: 1
SEQN: 25927 / T24 / HIPS
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS
Qty: 1
FROM:
DRW:
Truss Label: A3
Wgt: 323.4 Ibs
/ ... 06/07/2018
12'8"
23'8"
12 8 j
o6X12 =4X4 =6X6
C D T2 E
=4X10 m6X8
T3 G
,2
6 P
T
T1
06X14 B
W4
W4 W
W7 W
H'45X6
N(b)
W5
W9
T1
=4X5(A1) A (a)
1
W2
W3
1
W11 1 v5X6
W J=3X5(A1)
B4
M B3
07 U
S R Q B2 P
=4X4 =5X6 =--4X4
O B3
L 5 K
B1
=4X10
06XB
=5X6 X6
d 3.69
12
Loading Criteria (psf)
TCLL:. 20.00
TCDL: 20.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 50.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
2' j 45' 2' -1
Wind Criteria
Wind Std:.ASCE 7-1.0
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: D
Mean Height: 42.51 11
TCDL: 4.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.90 ft
Loc. from endwall: not in 6.50 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP M-31
Bot chord 2x4 SP M-31 :B1, B2 2x6 SP #2:
:B5 2x4 SP #2:
Webs 2x4 SP #2
Lumber value set "13B" uses design values
approved 1/30/2013 byALSC
Bracing
(b) 1x4 #2 SYP,HF,OR SPF "T" reinforcement. 80%
length of web member. Attach with 8d Box or Gun
(0.113"x2.5",min.)nails @ 6" OC.
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" OC.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left and right cantilevers are exposed to wind
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "WARNING" note below.
31'4"
2' -1 8,6„ ,{- 2' -}-- 57'
49' 1
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): -0.348 E 999 360
U 2569 / 2186 / 1877 / - / 349
/ 8.0
Lu: NA Cs: NA
VERT(TL): 0.608 E 874 240
K 2571 / 2185/ 1880/ - /-
/ 8.0
Snow Duration: NA
HORZ(LL): -0.118 K - -
Wind reactions based on MWFRS
HORZ(TL): 0.232 K
U Min Brg Width Req = 3.0
Code I Misc Criteria
Creep Factor: 1.5
K Min Brg Width Req = 3.0
Bldg Code: FBC 2014 RES
Max TC CSI: 0.592
Bearings U & K are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.782
Rep Factors Used: Yes
Max Web CSI: 0.987
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
Plate Type(s):
I A - B 340 -437 F - G
3532 -3728
WAVE
VIEW Ver: 17.02. 01 A. 1114.21
1 B - C 3089 -3413 G - H
3599 -3844
C - D 3672 - 3825 H - 1
2296 - 2608
D - E 3899 - 4084 I - J
269 - 296
E - F 3899 - 4084
RICHARD A. SIVER
P.E.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - U
549 - 260
P - 0
3666 - 2642
U - T
2746 - 2251
O - N
3848 - 2969
T - S
2746 - 2247
N - M
3173 - 2404
S - R
2943 - 2207
M - L
3487 - 2759
R - Q
2943 - 2207
L - K
195 -166
Q - P
3860 - 3009
K - J
288 - 204
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
U-B
3182-3614
O-F
829 -1014
B - T
203 - 32
F - N
250 - 33
B - S
334 - 271
N - G
1207 - 923
C - S
202 - 54
G - M
337 - 365
C - Q
1262 -1086
M - H
986 - 502
Q - D
851 - 780
H - L
1796 - 2249
D - P
328 - 344
L - I
2362 -1882
P - F
602 - 505
I - K
2218 - 2482
E - P
636 - 519
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg handling, shi ping, installing and bracing., Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI anct'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a props
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10 SCOSTA CORPORATION
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to WOOD STEEL OR TIMBER
drawings 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES
Alpine, a division of ITW BuildinhComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE
truss in conformance with ANSI] PI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover pa e , , SEBRING, FL 33870
listing this drawing indicates acceptance of professlona► engineering responsibility solely for the design shown. The suiFablli y (863)385-8242
and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 81907 Ply: 1 SEQN: 25984 / T25 / HIPS l
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS City: 1 FROM: DRW:
Truss Label: A2 Wgt: 289.8 Ibs .. / ... 06/07/2018
T
fo
9
9D
rn
3 M=3X5(A1)
16,
i 10,8"
I— 2'
Loading Criteria (psf)
TOLL: 20.00
TCDL: 20.00
BOLL: 0.00
BCDL: 10.00
Des Ld: 50.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Wind Criteria
Wind Std: ASCE 7-10
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: D
Mean Height: 42.01 ft
TCDL: 4.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to hl2
C&C Dist a: 4.90 ft
Loc. from endwall: not in 6.50 ft
GCpi: 0.18
Wind Duration: 1.60
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
Lumber value set "l313" uses design values
approved 1/30/2013 by ALSO
Bracing
(a) 1x4 #2 SYP,HF,OR SPF "T" reinforcement. 80%
length of web member. Attach with 8d Box or Gun
(0.113"x2.5",min.)nails @ 6" OC.
(b) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" OC.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left and right cantilevers are exposed to wind
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "WARNING" note below.
26'6"
31'4"
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
27'8"
Q 3.69
12
18'6"
10'8" j
37" 1 6' . 1 3,3" 1 57' —�
49' -1
Defl/CSI Criteria
PP Deflection in loc L/defl L!#
VERT(LL): -0.075 D 999 360
VERT(TL): 0.140 R 999 240
HORZ(LL): -0.025 C - -
HORZ(TL): 0.051 Q
Creep Factor: 1.5
Max TO CSI: 0.945
Max BC CSI: 0.689
Max Web CSI: 0.804
Mfg Specified Camber:
VIEW Ver: 17.02.01A.1114.21
RICHARD A. SIVER
#65698
1=3X5(A1)
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
U 1440 / 1166 / 1159 / - / 294 / 8.0
V 2857 / 2460 / 1729 / - / - / 8.0
K 958 / 704 / 866 /- ! - / 8,0
Wind reactions based on MWFRS
U Min Brg Width Req = 1.7
V Min Brg Width Req = 3.4
K Min Brg Width Req = 1.5
Bearings U, V. & K area rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - B
357 - 597
F - G
1059
- 619
B - C
1259 -1433
G - H
Z77
-108
C-D
1246-1181
H - 1
614
-816
D - E
630 - 506
I - J
434
- 530
E - F
630 - 505
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - U
654 - 285
P - O
716
- 549
U - T
1044 - 879
O - N
751
- 574
T-S
1180 -696
N-M
511
-105
S - R
1180 -696
M - L
599
-422
R - Q
1175 -703
L - K
571
-413
Q - P
1126 - 973
K - J
602
- 344
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
U - B
1867 -1781
P - G
1146 -1283
B -T
287 -188
G-0
183
-180.
C - T
231 - 2
G - N
655
- 399
C - R
131 - 227
N - H
769
- 740
R - D
259 - 25
H - M
338
-191
D - Q
847 - 969
M - 1
291
- 81
E - Q
603 - 496
L - I
169
-145
Q - F
1868 -1603
1- K
1136
-1195
F - P
1463 -1580
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shii * , installing and bracing., Refer to and follow the latest edition of BCSI (Buildin(
Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefl
attacherPrigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B90 SCOSTA CORPORATION
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise, kefer to WOOD STEEL OR TIMBER
drawings 16OA-Z for standard plate positions. ROOF bR FLOOR TRUSSES
Alpine, a division of ITW Building Comoonents Group Inc. shall not be responsible for anv deviation from this drawino.anv failure to build the
31-- C
TE
N
R C
R DR\
nrhruigg SEBRING, FL 33870
cover
suitability (863)385-8242
INI1,orforr
acceptance
any structure
Job Number: 81907 Ply: 1 SEQN: 25912 / T2 / HIPS
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 1 FROM: DRW:
Truss Label: Al Wgt: 333.2 Ibs .. / ... 06/07/2018
T
4X5(A1) .
i- 8'8" i31'8" -{- 8.81, -{
o8X8 =4X6 m8X8 BUS m10X10 =6X6
12 C D 72 E T3 F G H T4 aaxal
06 V B1 =4X5 =T S5X6 =4X6 B2 =12X 4O MP 83=8X12(SRS)
Q 3.69
12
Ja5X
W T1
W1 K=4X5(A1)
B3
=6X6M 5 L
6X8
�- 2' 26'6" 18'6" j 2' -�
31'4" 3'3., --{-- 6' 3'3" -}-- 62" --{
49' i
Loading Criteria (psq Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP.Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 20.00 Speed: 170 mph
Pf: NA Ce: NA VERT(LL): -0.123 D 999 360
V 2478 / 1925 / - / - / -
/ 8.0
BCLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.250 T 999 240
Q 5948 / 4617 / - / - / -
/ 8.0
BCDL:. 10.00 Risk Category: 11
Snow Duration: NA HORZ(LL); -0.060 L - -
L 1404 / 1091 / - / - / -
/ 8.0
EXP: D
Des Ld: 50.00
HORZ(TL): 0.124 L
Wind reactions based on MWFRS
NCBCLL: 0.00 Mean Height: 41.51 ft
Code / Misc Criteria Creep Factor: 1.5
V Min Brg Width Req = 2.9
TCDL: 4.0 psf
Soffit: 0.00 BCDL: 6.0 sf
P
Bldg Code: FBC 2014 RES Max TC CSI: 0,638
Q Min Brg Width Req = 5.9
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007 Max BC CSI: 0.891
L Min Brg Width Req = 1.7
Bearings V, Q. & L are a rigid surface.
Spacing: 24.0 " C&C Dist a: 4.90 ft
Rep Factors Used: No Max Web CSI: 0.932
Loc. from endwall: NA
FT/RT:20(0)/10(0) Mfg Specified Camber:
Maximum Top Chord Forces Per
Ply (Ibs)
GCpi: 0.18
Plate Type(s): I
Chords Tens.Comp. Chords
Tens. Comp.
Wind Duration: 1.60
WAVE VIEW Ver: 17.02.01A.1114.21
Lumber
Additional Notes
A - B 536 - 545 F - G
2703 -2122
B - C 2- 36G - H
13-1061
Value Set: 13B (Effective 6/1/2013)
WARNING: Furnish a copy of this DWG to the
C - D 2437 37 -3169 H - I
94 140
Top chord 2x6 SP M-14 :T1 2x4 SP M-31:
installation Contractor. Special care must be taken
D - E 1016 -1353 I - J
1296 -1688
Bot chord 2x6 SP #2
during handling, shipping and installation of trusses.
"WARNING"
E - F 2703 -2122 J - K
505 -493
Webs 2x4 SP #2 :W4 2x4 SP M-31:
See note below.
:W6 2x6 SP #2:
Maximum Bot Chord Forces Per Ply (Ibs)
Lumber value set 1313" uses design values
Chords Tens.Comp. Chords
Tens. Comp.
approved 1/30/2013 by ALSC
A - V 393 - 395 Q - P
1160 -1471
Bracing
V - U 2043 -1613 P - 0
198 -108
(a) #3 or better scab reinforcement. Same size & 80%
U - T 2659 - 2042 0 - N
1375 -1047
length of web member. Attach with 10d Box or Gun
T - S 3151 -2442 N - M
946 -728
(0. 1 28"x3",min.)nails @ 6" OC.
S - R 3151 - 2442 M - L
907 -712
Special Loads
R - Q 1237 - 945 L - K
342 - 362
----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
Maximum Web Forces Per Ply (Ibs)
TC: From 85 plf at 0.00 to 85 plf at 8.67
TC: From 134 plf at 8.67 to 134 pif at 40.33
Webs Tens.Comp. Webs
Tens. Comp._ .
TC: From 85 plf at 40.33 to 85 plf at 49.00
V - B 2771 - 3367 F - Q
864 - 814
BC: From 20 plf at 0.00 to 20 plf at 8.67
BC: From 77 plf at 8.67 to 77 plf at 40.33
g - U 775 - 527 G - P
1901 -1425
BC: From 20 plf at 40.33 to 20 plf at 49.00
U - C 439 -146 P - H
1888 - 2419
TC: 64 lb Conc. Load at 0.00,49.00
C - T 611 -472 H - 0
1183 -682
BC: 600 lb Conc. Load at 8.67,40.33
T - D 227 0 0-1
1098 -1422
D - R 1714 - 2160 I - N
924 - 539
Purlins
R - E 1680 -1021 N - J
616 -439
In lieu of rigid ceiling provide lateral bracing to brace
E - Q 3646 -4683 M - J
337 -351
BC @ 24" OC
Q - G 1866 -2389 J - L
1438 -1732
RICHARD A. SIVER
Wind
P.E.
Left and right cantilevers are exposed to wind
#65698
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
-IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg handling, shi ping, installing and bracing., Refer to and follow the latest edition of BCSI (Buildin(
Component Safety Information, byy 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 propperl
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10 SCOSTA CORPORATION
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to WOOD STEEL OR TIMBER
drawings 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES
Alpine, a division of ITW BuildiplComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE
truss in conformance with ANSI I PI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover paSEBRING, FL 33870
listing this drawing indicates acceptance of professronaT engineering responsibility solely for the design shown. The sui[age bility (863)385-8242
and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 81907 Ply: 1 1 SEQN: 26026 / T38 / SPEC
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 1 FROM: DRW:
Truss Label: A14 Wgt: 285.6 Ibs .. / ... 06/07/2018
TT
rN
=3X5(A1)
i 10,8"
12'6" =j 444"1 12'6" i10'8" j
o5X14 T3
TT3 X=4X4T5X14
C D F '4I J
6
=6X6
T1
�4X10
W3
W
%4X10
KT1
(b)W4W3
W4W3
W3
W3
W2 >
(a L
040 81 T S
=4X4=H0308 4
f-2'
Loading Criteria (psi)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 20.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL:10.00
Risk Category: II
EXP: D'
Des Ld: 50.00
Mean Height: 42.35 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 0.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 4.90 ft
Loc. from endwall: not in 13.00
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP M-31 :T3 2x4 SP #2:
Bot chord 2x4 SP #2 :B2 2x4 SP M-31:
Webs 2x4 SP #2
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) 1x4 #2 SYP,HF,OR SPF "T" reinforcement. 80%
length of web member. Attach with 8d Box or Gun
(0. 1 13"x2.5",min.)nails @ 6" OC.
(b) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" OC.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left and right cantilevers are exposed'to wind
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "WARNING" note below.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT;. NP
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Q B2 P O N B1 %4kdM
mH0710 - =4X6 =H0308=4X4
45' 2'
49'
=3X5(A1)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in loc Udefl U#
. Loc R / U / Rw / Rh / RL
/ W
VERT(LL): -0.461 H 999 360
U 2568 / 2150 / 1850/- / 323 / 8.0
VERT(TL): 0.809 H 657 240
M 2568 / 2150 / 1850/- /-
/ 8.0
HORZ(LL);-0.130_ M, - -
Wind reactions based on MWFRS.
HORZ(TL): 0.252 M
U Min Brg Width Req = 3.0
Creep Factor: 1.5
M Min Brg Width Req = 3.0
Max TC CSI: 0.558
Bearings U & M are a rigid surface.
Max BC CSI: 0.986
Max Web CSI: 0.888
Maximum Top Chord Forces Per
Ply (Ibs)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
A - B 416 - 658 F - H
166 -150
VIEW Ver: 17.02.01A.1114.21 I
B - C 2976 -3386 G - H
4226 -4669
C - D 3961 - 4322 H - 1
4332 - 4792
D - E 4332 - 4792 I - J
3961 - 4322
E - F 166 -150 J - K
2976 - 3386
E - G 4226 - 4669 K - L
416 - 658
RICHARD A. SIVER
#65698
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords . Tens. Comp.
A - U
736 - 330
Q - P
4373 - 3426
U - T
2441 - 2036
P - O
2944 - 2203
T - S
2944 - 2202
O - N
2944 - 2203
S - R
2944 - 2202
N - M
2441 - 2037
R - Q
4373 - 3426
M - L
736 - 329
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
U - B
3415 - 3573
Q - 1
545 - 481
B - T
585 - 387
1 - P
1005 - 956 '
C - T
286 -132
P - J
1753 -1502
C - R
1763 =1502
J - N
287 , -132
R - D
1005 - 956
N - K
585 - 388
D - Q
545 - 481
K - M
3415 - 3573
G - Q
633 - 538
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING(
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling, shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary.
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propC�erl
j�id ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or B10
ile. Apply plates to each face of truss and position as shown above and on the Joinf etails, unless noted otherwise. Defer to
60A-Z for standard plate positions.
a division of
I rI 1, or Tor r
acceptance
any structure
failure to build the 3670 COMMERCE CENTER DRIVEI
n r The r pa abili SEBRING, FL 33870
ty (863)385.8242
Job Number: 81907 Ply: 2'. SEQN: 25935 / T36 / SPEC
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 1 FROM: DRW:
Truss Label: A15 Wgt: 792.4 Ibs Page 1 of 2 .. / ... 06/07/2018
T
v 1 W a04
2 Complete Trusses Required
i 8'8.1i 12'6" 12 10 1 2 10" i 176"
-, , •����RB)
12
8'6" -I
� 2' 45' T --I
17'2" _�2'3.518 �,8'4.13116" 3-518" 18,10"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 20.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL:• 10.00
Risk Category: II
EXP: D
Des Ld: 50.00
Mean Height: 42.22 ft
NCBCLL: 0.00
TCDL: 4.0 psf
Soffit: 0.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 4.90 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP M-31 :T2, T3, T6 2x6 SP M-14:
Bot chord 2x8 SP 2400f-2.OE :B3, B4 2x6 SP M-14:
Webs 2x4 SP #2 :W11 2x4 SP M-31:
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Nailnote
Nail Schedule:0.148"x3.25", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
---(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 85 plf at 0.00 to 85 plf at 49.00
BC: From 20 pif at 0.00 to 20 plf at 17.17
BC: From 20 pif at 17.17 to 20 plf at 19.47
BC: From 20 plf at 19.47 to 20 plf at 27.87
BC: From 20 plf at 27.87 to 20 plf at 30.17
BC: From. 20 plf at 30.17 to 20 plf at 49.00
TC: 64 lb Conc. Load at 0.00,49.00
TC: 521 lb Conc. Load at 8.70,40.30
TC: 143 lb Conc. Load at 10.73,12.73,36.27,38.27
BC: 440 lb Conc. Load at 8.70,40.30
BC: 158 lb Conc. Load at 10.73,12.73.36.27,38.27
BC: 2647 lb Conc. Load at 14.44,34.56
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
49'
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): -0.852 G 624 360
VERT(TL): 1.215 G 437 240
HORZ(LL): -0, 193 T . -
HORZ(TL): 0.274 T . -
Creep Factor: 1.5
Max TC CSI: 0.931
Max BC CSI: 0.962
Max Web CSI: 0.911
Mfg Specified Camber:
VIEW Ver: 17.02. 01 A. 1114.21
Left and right cantilevers are exposed to wind
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "WARNING" note below.
RICHARD A. SIVER
P.E.
#65698
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling, shi pIng, installing, and bracing. Refer to and follow the latest
t Safety Information, byy TPI and SBCA) for safety practices prior to performing these fur)ctions. Installers
r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom ct
d�id ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI
'le. Apply plates to each face of truss and position as shown above and on the Join Details, unless no,
60A-Z for standard plate positions.
of
I vi 1, or for r
acceptance
any structure
this
on
♦ Maximum Reactions (Ibs)
Loc R /U !Rw /Rh !RL
/W
AF 6843 /6729 /- !- !-
/8.0
T 6843 / 6729 / - /- / -
/ 8.0
Wind reactions based on MWFRS
'
AF Min Brg Width Req = 2.8
T Min Brg Width Req = 2.8
Bearings AF & T are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
A - B 210 - 209 J - K
7519 - 7733
B - C 5136 - 5146 K - M
7554 - 7770
C - D 6915 - 6999 L - M
1011 -1029
D - E 7777 - 7961 M - N
8407 - 8644
E - F 8546 - 8766 N - 0
8543 - 8773
F - G 8407 - 8644 0 - P
7888 - 8090
G - H 7560 - 7778 P - Q
4542 - 4551
G - 1 1008 -1025 Q - R
5168 - 5176
H - J 7560 - 7778 R - S
204 - 206
I-L 888 -911
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A -AF
174 -155
Z - Y
8779 - 8550
AF-AE
3194 - 3214
Y - X
8255 - 8050
AE-AD
4625 -4613
X- W
7448 -7339
AD -AC
4625 -4613
W-V
7439 -7332
AC -AB
7091 -7007
V - U
7439 -7332.
AB -AA
8120 - 7932
U - T
3190 - 3210
AA- Z
8794 - 8574
T - S
170 -149
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
AF- B
4395 - 4361
1-1
459 - 427
B -AE
1566 -1533
K - L
384 - 360
AE- C
712 - 620
N - Y
101 - 83
C -AC
3393 - 3284
Y - 0
1269 -1208
AC- D
1248 -1240
0 - X
1388 -1420
D -AB
1255 -1109
X - P
846 - 732
AB- E
1386 -1429
P - W
1414 -1296
E -AA
1533 -1458
P - U
3565 - 3695
AA- F
375 - 375
Q - U
1773 -1602
F - Z
236 - 225
U - R
1592 -1561
H - Z
381 - 331
R - T
4399 - 4362
of
ins e3, iir or Illu'
Refer to
SCOSTA CORPORATION
Ierwise.
WOOD STEEL OR TIMBER
ROOF bR FLOOR TRUSSES
failure to buildthe3670
COMMERCE CENTER DRIVE
n.or
The rsuiCability
SE( 63)38'5F8242870
81907 Ply: 2' SEQN: 25935 / T36 / SPEC
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 1 FROM: DRW:
A15 Wgt: 792.4 Ibs Page 2 of 2 / ... 06/07/2018
Z-N 201 -191
RICHARD A. SIVER
P.E.
#65698
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qquire extreme care in fabricating handling, shi ping, installing and bracing., Refer to and follow the latest edition of BCSI (Building
t Safety Information, byy TPI antl'SBCA) for safety practices prior to pertorming these functions. Installers shall provide temporary
r BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper)
�id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 87 or B10
e. Apply plates to each face of truss and position as shown above and on the Joini Details, unless noted otherwise. defer to
60A-Z for standard plate positions.
i�g Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in conformanc
l PI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing,
acceptance of pro ess ona en rnee ing res onsrbility solely for the desi n shown. The swtability and use of this
)r any structure is the responsibi�rty o the Bui�ding Designer per ANSIITPI f Sec.2.
Job Number: 81907 Ply: 1 SEQN: 25932 / T35 / MONO
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS City: 1 FROM: DRW:
Truss Label: B2 Wgt: 123.2 Ibs .. / ... 06/07/2018
2'8" i8'8" J
%5X6
W1
20'
1— 2'8" ^}-- 3'6.15/16" ---1 5110-1/8" i— 3'6-15115" -Ij— 4'4"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf In PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R _ / U / Rw / Rh / RL / W
L 1048' / 981 / 697 / - / 226 / -
G 1048 / 981 1697 / - / - / -
Wind reactions based on MWFRS
L Min Brg Width Req = -
G Min Brg Width Req = -
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
TCDL: 20.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 50.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Speed: 170 mph
Enclosure: Closed
Risk Category: 11
EXP: D
Mean Height: 42.51 ft
TCDL: 4.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
VERT(LL): -0.056 B 999 360
VERT(TL): 0.084 B 999 240
HORZ(LL):. -0.026 B - -
HORZ(TL): 0.043 G - -
Creep Factor: 1.5
Max TC CSI: 0.461
Max BC CSI: 0.420
Max Web CSI: 0.374
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
A - B 1014 -1126 D - E 1395 -1358
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
B - C 1846 -1582 E - F 1293 -1372
VIEW Ver: 17.02.01A.1114.21
Wind Duration: 1.60
WAVE
C - D 1324 -1091
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP M-31 :T2 2x4 SP #2:
Bot chord 2x4 SP #2
Webs 2x4 SP #2
Lumber value set "1313" uses design values
approved 1/30/2013 byALSC
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Additional Notes
Provide hanger or special connection at right end of
truss for 1048 Ibs.
Provide hanger or special connection at left end of
truss for 1048 Ibs.
RICHARD A. SIVER
P.E.
#65698
—IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating. handlina. shiooina. installing and bracing. Refer to and follow the latest
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
L - K 264 - 260 1- H 1181 -1055
K - J 1356 -1158 H - G 26 - 27
J - 1 1058 - 782
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A - L
993 -1023
D - I
304 - 219
A - K
933 - 716
1 - E
243 -154
K - B
621 - 642
H - E
461 - 381
B - J
582 - 257
H - F
1175 -1052
J - C
602 - 778
F - G
1002 -1006
C - 1
209 -176
of
d ngld cemng Locations snown for ermanent lateral restraint of weos snall nave bracing installed per dGsl sections tt3, uy or ti10- SCOSTA CORPORATION
icable. Apply plates to each face of truss and position as shown above and on theJoin Details, unless noted otherwise. 4�efer to v�poD STEEL OR TIMBER
Is 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES
a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE
conformance with ANSI PI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover pa a SEBRING, FL 33870
this drawing indicates acceptance pf professiona engmeerm responsibility solely, for the design shown. The suitability (863)385-8242
ie of this yawing for any structure is the responsibility of the HBuilding Designer per ANSI/TPI 1 Sec.2.
Information c fhic inh'c nwn 1 nnfw nanw and fhnca —h eitw Al PIMP- — aWn.ih ruin• TPI- — fnin f n CRr.A- u ., eh,indi ieit .fn nrn
Job Number: B1907 Ply: 1 SEQN: 26142 / T37 / HIPS
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 1 FROM: DRW:
Truss Label: B1 Wgt: 121.8 Ibs .. / ... 06/07/2018
r6'8" 6'8" 6'8" 1
go!
=rno _=n 1.88 =ono
12
�- 2,8" 1I --- 6,6"
Loading Criteria (psf)
Wind Criteria
TCLL:, 20.00
Wind Std: ASCE 7-10
TCDL: 20.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: D
Des Ld: 50.00
Mean Height: 42.01 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 0.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP M-31
Bot chord 2x6 SP #2 :B2 2x6 SP M-14:
Webs 2x4 SP #2
Lumber value set "13B" uses design values
approved 1/30/2013 byALSC
Special Loads
-(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 85 plf at 0.00 to
85 plf at 6.67
TC: From 42 pIf at 6.67 to
42 pIf at 13.33
TC: From 85 plf at 13.33 to
85 pIf at 20.00
BC: From 20 plf at 0.00 to
20 plf at 2.67
BC: From 20 plf at 2.67 to
20 plf at 6.70
BC: From 10 plf at 6.70 to
10 plf at 13.30
BC: From 20 plf at 13.30 to
20 plf at 15.67
BC: From 20 plf at 15.67 to
20 plf at 20.00
TC: 514 lb Conc. Load at 6.70
TC: 173 lb Conc. Load at 8.73
TC: 120 lb Conc. Load at 10.00
TC: 130 lb Conc. Load at 11.27
TC: 380 lb Conc. Load at 13.30
BC: 438 lb Conc. Load at 6.70
BC: 135 lb Conc. Load at 8.73
BC: 185 lb Conc. Load at 10.00
BC: 175 lb Conc. Load at 11.27
BC: 574 lb Conc. Load at 13.30
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC @ 24" OC
20' -I
6'6"
4'4" -{
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): -0.151 G 999 360
1 2286 / 2094
Lu: NA Cs: NA
VERT(TL): 0.237 G 999 240
E 2286 / 2091
Snow Duration: NA
HORZ(LL): -0.057 E - -
Wind reactions based on MWFRS
HORZ(TL): 0.087 E -
I Min Brg Width Req = -
Code / Misc Criteria
Creep Factor: 1.5
E Min Big Width Req = -
Bldg Code: FBC 2014 RES
Max TC CSI: 0.728
TPI Std: 2007
Max BC CSI: 0.842
Maximum Top Chord Forces Per
Ply (Ibs)
Rep Factors Used: Yes
Max Web CSI: 0.952
Chords Tens.Comp. Chords
Tens. Comp.
FT/RT:20(0)/10(0)
Mfg Specified Camber:
A - B 2518 - 2831 C - D
3027 - 3348
Plate Type(s):
B - C 3917 -4403
WAVE, HS
VIEW Ver: 17.01.01.0630.10
Additional Notes
Maximum Bot Chord Forces Per Ply (Ibs)
Provide hanger or special connection at right end of
Chords Tens.Comp. Chords
Tens. Comp.
truss for 2286 lbs.
I - H 59 -79 G - F
3325 - 3062
Provide hanger or special connection at left end of
H - G 3634 - 3358 F - E
64 - 82
truss for 2286 lbs.
RICHARD A. SIVER
P.E.
#65698
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
A - 1 2109 - 2304 G - C 1531 -1204
A - H 2528 - 2174 C - F 817 - 626
H - B 1695 -1576 F - D 2905 - 2558
B - G 1467 -1047 D - E 2156 - 2309
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg handling, shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b 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 propperI'1<KPj>'
attached ri Id ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B, SCOSTA CORPORATION
as applicable. Apply plate. to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to WOOD STEEL OR TIMBER
drawings 16OA-Z for standard plate positions. ROOF 6R FLOOR TRUSSES
Alpine, a division of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE
truss in conformance with ANSI/TPI 1, or for handling shi pin , installation and bracing of trussesA seal on this drawing or cover page SEBRING, FL 33870
listing this drawing Indicates acceptance of pro fess�ona� engineerincl responsibility solely for the design shown. The suitability (863)365-8242
and use of this yawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
Job Number: 81907 Ply: 1 SEQN: 25976 / T23 / HIPS
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 2 FROM: DRW:
Truss Label: C1 Wgt: 70.0 Ibs / ... 06/07/2018
3,10" -i 6'8" -I
3 12 =4X10 =5X6
B T2 C
T T1
A 1114X1 W2
W1
3X5(A1 M1
1 3-718„
B1 G F E
1112X4 =H0308 =4X4
2' 13'2"
17'2"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
TCDL: 20.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): -0.158 E 948 360
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.496 E 302 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.038 E - -
Des 00
EXP: D
HORZ TL : 0.117 E
( )
Code / Misc Criteria
NCBCLL: 00.0.00
Mean Height: 15.00 ft
TCDL: 4.0 psf
Creep Factor: 1.5
Soffit: 0.00
BCDL: 6.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.763
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.592
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: No
Max Web CSI: 0.023
Loc. from endwall: NA
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.1 B
Plate Type(s):
VIEW Ver: 17.01.01.0630.10
Wind Duration: 1.60
WAVE, HS
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP M-31 :T2 2x4 SP #2:
Bot chord 2x4 SP M-31
Webs 2x4 SP #2
:Lt Wedge 2x6 SP #2::Rt Wedge 2x6 SP #2
Lumber value set "1313" uses design values
approved 1/30/2013 byALSC
Special Loads
--(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 81 plf at
0.00 to 81 plf at
6.67
TC: From 108 plf at
6.67 to 108 plf at
10.50
TC: From 81 plf at
10.50 to 81 plf at
17.17
BC: From 20 plf at
0.00 to 20 plf at
6.67
BC: From 39 plf at
6.67 to 39 plf at
10.50
BC: From 20 plf at
10.50 to 20 plf at
17.17
TC: 57 lb Conc. Load at 0.00,17.17
BC: 157 lb Conc. Load
at 6.67,10.50
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC @ 24" OC
Wind
Left and right cantilevers are exposed to wind
P.E.
#65698
U %4X10
M1=M5(A1)
2'----
A Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
A 1170 /616 /- /- /- /8.0
H 1170 /616 /- /- /- /8.0
Wind reactions based on MWFRS
A Min Brg Width Req = 1.5
H Min Brg Width Req = 1.5
Bearings A & H are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 736 -1379 C - D 740 -1383
B - C 665 -1291
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - G 1271 - 670 F - E 1278 - 665
G - F 1278 - 665 E - D 1274 - 673
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
B-G 86 0 E-C 100 0
B-E 14 0
-WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Ire extreme care in fabricating handling, shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Buildini
Ire
Information, bVV TPI andq'SECA) for safety practices prior to performing these functions. Installers shall provide temporary.
BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperl jaceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10
. Appfy plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Refer to
60A-Z for standard plate positions.
a division of
'Im 1, or Torn
acceptance
any structure
this drawing,any failure to build the 3670 COMMERCE CENTER
on this drawing or cover pa e SEBRING, FL 33870
he de�)gn shown. The suitability (863)385-8242
Job Number: 81907 Ply: 1 SEQN: 26164 / T16 / SPEC
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 2 FROM: DRW:
Truss Label: C2 Wgt: 56.0 Ibs .. / ... 06/07/2018
T
00
(V
3y18"
Loading Criteria (psf)
TCLL: 20.00
TCDL: 20.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 50.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: D
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 It
Loc. from endwall: not in 4.50 It
GCpi: 0.18
Wind Duration: 1.60
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
:Lt Wedge 2x6 SP #2:
:Rt Stub Wedge 2x8 SP 2400f-2.OE:
Lumber value set "136" uses design values
approved 1/30/2013 by ALSC
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 81 plf at 0.00 to 81 plf at 14.50
BC: From 20 plf at 0.00 to 20 plf at 14.50
TC: 57 lb Conc. Load at 0.00
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left cantilever is exposed to wind
Additional Notes
Provide hanger or special connection at right end of
truss for 591 lbs.
87"
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
B=4X4
II G^'
12'6"
14'6"
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL):, -0.095 B 999 360
VERT(TL): 0.306 B 476 240
HORZ(LL): 0.037 D - -
HORZJQL -0.120 D
Creep Factor: 1.5
Max TC CSI: 0.822
Max BC CSI: 0.878
Max Web CSI: 0.035
Mfg Specified Camber:
VIEW Ver: 17.01.01.0630.10
P.E.
#65698
5'11" —i
a
♦ Maximum Reactions (Ibs)
Loc R (U /Rw /Rh /RL /W
A 943 / 496 / 600 / - / 69 / 8.0
E 591 /314 /374 /- /- /-
Wind reactions based on MWFRS
A Min Brg Width Req = 1.5
E Min Brg Width Req = -
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 6B4 - 873 B - C 697 - 876
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - D 783 - 588 D - C 783 - 588
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B-D 165 -4
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatin handling, shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI andq'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erl
attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10 SCOSTA CORPORATION
as applicati e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to WOOD STEEL OR TIMBER
drawings 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES
Alpine, a division of ITW Buildinl1Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pa a .. SEBRING, FL 33870
listing this drawing indicates acceptance of professional engineering respons7bility solely for the design shown. The suiTablllty (663)365-8242
and use of this yawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
Job Number: 81907 Ply: 1 I SEQN: 26014 / T26 / HIP_
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 1 FROM: DRW:
Truss Label: CJ12A Wgt: 57.4 Ibs .. / ... 06/07/2018
4 1
12 _._.
81
1---- 2-9-3/16" --1
I 7'2-15/16" 4'11-3/8" -{
Loading Criteria (psi) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 20.00 Speed: 170 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
Des Ld: 50.00 EXP: D
Mean Height: 41.50 ft
NCBCLL: 0.00 TCDL: 4.0 psf
Soffit: 0.00 BCDL: 6.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C gist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP M-31
Bot chord 2x4 SP #2
Webs 2x4 SP #2
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Loading
The following members need concentrated loads at
the heel: 5-0-0 span/setback member on the 2-0-0
cant side requires 60 Ibs and the 5-0-0 span/setback
member on the 2-0-0 cant side requires 60 lbs.
Sub -fascia beam assumptions: 5-0-0 sub -fascia beam
on the 2-0-0 cantilever side. 5-0-0 sub -fascia beam on
the 2-0-0 cantilever side.
Hipjack supports 8-8-0 setback jacks with 2-0-0
cantilever one face; 2-0-0 cantilever opposite face.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left cantilever is exposed to wind
Additional Notes
Shim all supports to solid bearing.
Provide (g) 16d toe -nails at top chord.
Provide (3) 16d toe -nails at bottom chord.
12'2-5/16"
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.032 G 999 360
VERT(TL): 0.051 G 756 240
HORZ(LL): 0.005 B - -
HORZ(TL): 0.017 B
Creep Factor: 1.5
Max TC CSI: 0.400
Max BC CSI: 0.556
Max Web CSI: 0.427
Mfg Specified Camber:
VIEW Ver: 17.01.01.0630.10
RICHARD A. SIVER
P.E.
#65698
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
G 698 /710 /- /- /- /11.3
D 321 /165 /- /- /- /1.5
C 339 /437 /- /- /- /1.5
Wind reactions based on MWFRS
G Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing G is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 667 - 693 B - C 161 -146
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - G 565 - 568 F - E 501 - 446
G - F 479 - 442 E - D 68 - 38
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
G - B 1209 -1140 B - E 453 - 508
B-F 156 0
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatin handling, shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Buildir,
Component Safety Information, b TPI anr�'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properl
attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10 SCOSTA CORPORATION
as applicab-le. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to
WOOD STEEL OR TIMBER
drawings 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE
truss in conformance with ANSI/�PI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover page SEBRING, FL 33870
listing this drawing indicates acceptance of protesslonal engineering responsibility solely for the design shown. The suitability (863)385-8242
and use of this yawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2.
Job Number: 81907 Ply: 1 SEQN: 26012 / T10 / HIP_
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 3 FROM: DRW:
Truss Label: CJ12 Wgt: 57.4 Ibs / ... 06/07/2018
I
T
4-3/16"
1
2'9-3/16" ---i
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 20.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: D
Des Ld: 50.00
Mean Height: 41.50 ft
NCBCLL: 0.00
TCDL: 4.0 psf
Soffit: 0.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP M-31
Bot chord 2x4 SP #2
Webs 2x4 SP #2
Lumber value set "'I 3B" uses design values
approved 1/30/2013 byALSC
Loading
The following members need concentrated loads at
the heel: 5-0-0 span/setback member on the 2-0-0
cant side requires 60 Ibs and the 5-0-0 span/setback
member on the 2-0-0 cant side requires 60 Ibs.
Sub -fascia beam assumptions: 5-0-0 sub -fascia beam
on the 2-0-0 cantilever side. 5-0-0 sub -fascia beam on
the 2-0-0 cantilever side.
Hipjack supports 8-8-0 setback jacks with 2-0-0
cantilever one face; 2-0-0 cantilever opposite face.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC @ 24" OC
Wind
Left cantilever is exposed to wind
Additional Notes
Provide (3) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
I0
G niZAv
12'2-5/16"
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): -0.022 G 999 360
G 697 / 710 / - /- /-
/ 11.3
Lu: NA Cs: NA
VERT(TL): 0.057 E 999 240
D 282 / 114 / - 10 / 0
/ 1.5
Snow Duration: NA
HORZ(LL): 0.006 B - -
C 378 / 488 / - /- /-
/ 1.5
HORZ(TL): 0.021 B
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 1.5
G Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.447
D Min Brg Width Req = -
TPI Std: 2007
Max BC CSI: 0.564
C Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.315
Bearing G is a rigid surface.
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE VIEW Ver: 17.01.01.0630.10
RICHARD A. SIVER
P.E.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in. fabricating, handling, shipping, installing and bracing._ Refer to and follow the latest
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 639 - 610 B - C 166 -163
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - G 496 - 543 F - E 486 -421
G- F 483 - 423 E- D 0 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
G - B 1136 -1131 B - E 459 - 530
B -F 150 0
of
a iris cemn Locations snown Tor ermanent lateral restraint oT weos snag nave bracing installed per BCSI sections B3, 87 or 810— SCOSTA CORPORATION
icab e. App y plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. Refer to WOOD STEEL OR TIMBER
Is 16OA-Z for standard plate positions. ROOF A FLOOR TRUSSES
a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE
conformance with ANSI I fPI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover pagge SEBRING, FL 33870
this drawing indicates acceptance of protessiona engineering responsibility solely for the design shown. The sui[ability (863)385-8242
ie of this cawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2.
Job Number: 81907 Ply: 1 SEQN: 26140 / T34 / HIP_
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 1 FROM: DRW:
Truss Label: CJ12C Wgt: 58.8 Ibs .. / ... 06/07/2018
D
12
]-- 2'9-3/16"
i- 8'10-3/4" 13'3-5/8"
12'2-5/16"
ar,
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/#
Loc R / U l,Rw I Rh / RL
/ W
TCDL: 20.00 Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): -0.022 H 999 360
H 697 / 710 / - / - / -
/ 11.3
BCLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.041 F 999 240
E 432 / 310 / - / - / -
/ 1.5
BCDL: 10.00 Risk Category: II
Snow Duration: NA
HORZ(LL): 0.007 D - -
D 228 / 292 / - / - / -
/ 1.5
Des Ld: 50.00 EXP: D
HORZ(TL): 0.008 D
Wind reactions based on MWFRS
NCBCLL: 0.00 Mean Height: 41.50 ft
TCDL: 4.0 psf
Code I Misc Criteria
Creep Factor: 1.5
H Min Brg Width Req = 1.5
Soffit: 0.00 BCDL: 6.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.230
E Min Brg Width Req = -
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2007
Max BC CSI: 0.647
D Min Brg Width Req = -
Bearing H is a rigid surface.
Spacing: 24.0 " C&C Dist a: 3.00 it
Re Factors Used: Yes
Rep
Max Web CSI: 0.386
Loc. from endwall: NA
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per
Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
Wind Duration: 1.60
WAVE
VIEW Ver: 17.01.01.0630.10
Lumber
A-B 374 -457 C-D
129 -98
B - C 443 -469
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP M-31
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #2
Webs 2x4 SP #2
Chords Tens.Comp. Chords
Tens. Comp.
Lumber value set "l3B" uses design values
A - H 385 -300 G - F
402 -365
approved 1/30/2013 by ALSC
H - G 327 -256 F - E
47 - 35
Loading
Maximum Web Forces Per Ply (Ibs)
The following members need concentrated loads at
Webs Tens.Comp. Webs
Tens. Comp.
the heel: 0-0-0 span/setback member on the 2-0-0
cant side requires 60 Ibs and the 0-0-0 span/setback
H - B 727 -631 C - G
212 0
member on the 2-0-0 cant side requires 60 lbs.
B - G 666 -712 C - F
513 -567
Sub -fascia beam assumptions: 0-0-0 sub -fascia beam
on the 2-0-0 cantilever side. 0-0-0 sub -fascia beam on
the 2-0-0 cantilever side.
Hipjack supports 8-8-0 setback jacks with 2-0-0
cantilever one face; 2-0-0 cantilever opposite face.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left cantilever is exposed to wind
Additional Notes
Shim all supports to solid bearing.
RICHARD A. SIVER
Provide (2) 16d toe -nails at top chord.
P.E.
Provide (3) 16d toe -nails at bottom chord.
#65698
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
—IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling, shipping. installing and bracing. Refer to and follow the latest edition of
g rib is cenm Locations snown Tor ermaneni.iateral restraint or wens span nave Dracin insianea per bu6i sections 0s 3, bf or tS1 u- SCOSTA CORPORATION
icab e. App y plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. {2efer to WOOD STEEL OR TIMBER
Is 160A-Z for Standard plate positions. ROOF AR FLOOR TRUSSES
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE
conformance with ANSI PI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover pa e SEBRING, FL 33870
this drawing indicates acceptance of professronai engineering responsibility solely for the d sign shown. The suitability (863)385-8242
ce of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI �Sec.2.
L.rn....n .tin I— Ins.•. nnnn n. tin —A +h—,.•nk mine. Al DICK- ,...... nlni ;n TOI• .........i CG!`A. ......• e6..i...L id..• III. ....... i..ee --
Truss ERPIECJ12BSYSTEMS, INC. /KNOWLES /BSS Qty: 1 .0 Ibs I FROM:26133 / T49 /HIP_ DRW./ 06/07/2018
Wgt:
2'9-3/16"
i 6'6-7116"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 20.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
D
Des Ld: 50.00
Mea
Mean Height: 41.50 ft
NCBCLL: 0.00
TCDL: 4.0 psf
Soffit: 0.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP M-31
Bot Chord 2x4 SP #2
Webs 2x4 SP #2
Lumber value set "13131" uses design values
approved 1/30/2013 by ALSC
Loading
The following members need concentrated loads at
the heel: 5-0-0 span/setback member on the 2-0-0
cant side requires 60 Ibs and the 5-0-0 span/setback
member on the 2-0-0 cant side requires 60 Ibs.
Sub -fascia beam assumptions: 5-0-0 sub -fascia beam
on the 2-0-0 cantilever side. 5-0-0 sub -fascia beam on
the 2-0-0 cantilever side.
Hipjack supports 8-8-0 setback jacks with 2-0-0
cantilever one face; 2-0-0 cantilever opposite face.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left cantilever is exposed to wind
Additional Notes
Shim all supports to solid bearing.
Provide (3) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
C
57-7/8" —j
12'2-5/16"
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): -0.022 G 999 360
G 698 / 710 / - / - ! -
/ 11.3
Lu: NA Cs: NA
VERT(TL): 0.055 E 999 240
D 278 / 109 /- /- /-
/ 1.5
Snow Duration: NA
HORZ(LL): 0.006 B - -
C 382 / 493 / - / - / -
/ 1.5
HORZ(TL): 0.020 B
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 1.5
G Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.457
D Min Brg Width Req = -
TPI Std: 2007
Max BC CSI: 0.559
C Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.300
Bearing G is a rigid surface.
FT/RT•20(0)/10(0)
Mfg Specified Camber:
Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs)
WAVE VIEW Ver: 17.01.01.0630.10 Chords Tens.Comp. Chords Tens. Comp.
A - B 634 - 604 B - C 167 -164
RICHARD A. SIVER
P.E.
#65698
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - G 491 - 538 F - E 488 - 424
G - F 472 - 427 E - D 31 -13
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
G - B 1141 -1111 B - E 438 - 503
B - F 116 0
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg handling, shi ping, installing and bracing., Refer to and follow the latest edition of BCSI (Building I<K��
Component Safety. Information, b 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 pro Ir,
attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10 SCOSTA CORPORATION
as applicabgle. Apply plates to each face oftrussand position as shown above and on the Joint -Details, unless noted otherwise. (tefer to WOOD STEEL OR TIMBER
drawings 16OA-Z for standard plate positions. ROOF bR FLOOR TRUSSES
Alpine, a division of ITW Building Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE
truss in conformance with ANSI 1, or for handling shippin , installation and bracing of,trussesA seal on this drawing or cover page , , SEBRING, FL 33870
listing this drawing indicates acceptance of rofessional engineering responsibility solely for the design shown. The suigability (863)385-8242
and use of this yawing for any is is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
Job Number: 81907 Ply: 1 SEQN: 25973 / T17 / HIP_
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 4 FROM: DRW:
Truss Label: CJ9 Wgt: 34.3 Ibs .. / ... 06/07/2018
3-� "
Loading Criteria (psf)
TCLL: 20.00
TCDL: 20.00
BCLL: 0.00
BCDL: 10.00
Pas Ld: 50.00
NCBCLL: 0.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
�- 2'9-3/16"
Wind Criteria
Wind Std: ASCE 7-10
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: D
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
:Lt Wedge 2x6 SP #2:
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Loading
The following members need concentrated loads at
the heel: 5-0-0 span/setback member on the 2-0-0
cant side requires 57 Ibs and the 5-0-0 span/setback
member on the 2-0-0 cant side requires 57 lbs.
Sub -fascia beam assumptions: 5-0-0 sub -fascia beam
on the 2-0-0 cantilever side. 5-0-0 sub -fascia beam on
the 2-0-0 cantilever side.
Hipjack supports 6-8-0 setback jacks with 2-0-0
cantilever one face; 2-0-0 cantilever opposite face.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left cantilever is exposed to wind
Additional Notes
Provide (2) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
2.12 L12
7 g
9'4-3/8" -I
Snow Criteria (Pg,Pf in PSF)
Pg'. NA Ct: NA CAT: W
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.015 C 999 360
VERT(TL): 0.061 C 999 240
HORZ(LL): 0.042 C - -
HORZ(TL):-0.103 C
Creep Factor: 1.5
Max TC CSI: 0.588
Max BC CSI': 0.321
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 17.01.01.0630.10
RICHARD A. SIVER
P.E.
fi
M
11
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL
/W
D 598 /315 /- /- /-
/11.3
C 64 /- /40 /- /-
/1.5
B 201 /153 /- /- /-
/1.5
Wind reactions based on MWFRS
D Min Brg Width Req = 1.5
C Min Brg Width Req = -
B Min Brg Width Req = -
Bearing D is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A - B 34 -40
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 0 0
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricatinhandling, shi mg, installing and bracing. Refer to and follow the latest edition of
t Safety Information, b TPI anc� SBCA) for safe�y practices prior to performing these functions. Installers shall prop
r BCSI. Unless noted oytherwisa top chord shall have properly attached structural sheathing and bottom chord shall
�id ceilingg Locations shown forpermanent lateral restraint of webs shall have bracing installed per SCI sections
e. App1y plate- to each face of truss and position as shown above and on the Joint Details, unless noted otherw
60A_Zfor.ndplate positions.
of
fTPI 1, or for n
acceptance
any structure
:his drawing,any failure to build the 3670 COMMERCE CENTER DR
on this drawing or cover pag e . _ SEBRING, FL 33870
,ie design shown. The suiTability (863)385-8242
Job Number: 81907 Ply: 1 1 SEQN: 25990 / T7 / JACK
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 6 FROM: DRW:
Truss Label: J7 Wgt: 30.8 Ibs .. / ... 06/07/2018
=4)
�--2'�
Loading Criteria (psf)
Wind Criteria
WILL: 20.00
Wind Sid: ASCE 7-10
TCDL: 20.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: D
Des Ld: 50.00
Mean Height: 40.99 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 0.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP M-31
Bot chord 2xB SP 2400f-2.0E
Special Loads
—(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 85 plf at 0.00 to 85 plf at 6.58
BC; From 20 plf at 0.00 to 20 plf at 6.58
TC: 64 lb Conc. Load at 0.00
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left cantilever is exposed to wind
Additional Notes
Provide (3) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
B
616-15/16" -1
Snow Criteria (Pg,Pfin PSF)
Def11CSI Criteria
A Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Loc R / U / Rw / Rh / RL . / W
Pf: NA Ce: NA
VERT(LL): -0.074 C 376 360
D 633 / 598 / 531 / - / 387 / 8.0
Lu: NA Cs: NA
VERT(TL): 0.098 C 284 240
C -128 / 128 / 212 / - / - / 1.5
Snow Duration: NA
HORZ(LL): 0.032 B - -
B 248 / 409 / 210 /- 1- / 1.5
HORZ(TL): -0.043 B
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 1.5
D Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.519
C Min Brg Width Req = -
TPI Sid: 2007
Max BC CSI: 0.170
B Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing D is a rigid surface.
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
WAVE
VIEW Ver: 17.01.01.0630.10
A-B 176 -319
RICHARD A. SIVER
P.E.
#65698
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 419 -67
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in_fabricating,_handling, shipping, installing and bracing. Refer to and follow the latest edition of
u n iu cenm uuauuns snown sor ermanem iaterai restraint or weos snap nave Dracsn snsianea per tswi secuons es, ei or tsi u- SCOSTA CORPORATIC
cab e. App y p lies to each face o truss and position as shown above and on the Join Details, unless noted otherwise. kefer to WOOD STEEL OR TIMB
Is 160A-Z for standard plate positions. ROOF bR FLOOR TRUST
a division of ITW BuildMgComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER
conformance with ANSI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover pa a SEBRING, FL 33870
this drawing indicates acceptance of professlona► engineering responsibility solely for the design shown. The suitability (863)385-8242
;e of this yawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2.
Job Number: 81907 Ply: 1 SEQN: 25987 / T8 / JACK
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 10 FROM: DRW:
Truss Label: J5 Wgt: 18.9 Ibs ! ... 06/07/2018
4- :-
Loading Criteria (pst) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 20.00 Speed: 170 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
Des Ld: 50.00 EXP: D
Mean Height: 40.49 ft
NCBCLL: 10.00 TCDL: 4.0 psf
Soffit: 0.00 BCDL: 6.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x6 SP #2
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 85 pif at 0.00 to 85 plf at 4.58
BC: From 20 plf at 0.00 to 20 plf at 4.58
TC: 64 lb Conc. Load at 0.00
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC @ 24" OC
Wind
Left cantilever is exposed to wind
Additional Notes
Negative reaction(s) of-244# MAX. from a non -wind
load case requires uplift connection. See Maximum
Reactions.
Provide (2) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
B
I. 2' -{
I - 4'6-15/16" _1
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NF
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
00
r;
N
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W.
VERT(LL): -0.132 C 210 360
D 619 / 585 / 519 / - / 268 / 8.0
VERT(TL): 0.189 C 148 240
C -244 / 244 1294 / / 1.5
HORZ(LL): 0.064 B - -
B 168 / 284 / 143 /- ! - 11.5
HORZ(TL): -0.091 B
Wind reactions based on MWFRS
Creep Factor: 1.5
D Min Brg Width Req = 1.5
Max TC CSI: 0.746
C Min Brg Width Req = -
Max BC CSI: 0.585
B Min Brg Width Req = -
Max Web CSI: 0.000
Bearing D is a rigid surface.
Mfc Specified Camber
VIEW Ver: 17.01.01.0630.10
P.E.
#65698
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT * FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating handling, shi�pplhg, installing and bracing., Refer to and follow the latest
t Safety Information, b TPI an 'SBCA) for sa ety practices prior to performing these functions. Installers
r BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom ct
dgid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI
'le. Apply plates to each face of truss and position as shown above and on the Joint Details, unless no,
60A-Z for standard plate positions.
a division of
rIf'i 1, or fork
acceptance
any sructure
this
on
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A - B 124 - 244
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A - C 333 - 48
of
2>ns y3, bt or tt10—
{2efer to
SCOSTA CORPORATION
rwise.
WOOD STEEL OR TIMBER
ROOF FLOOR TRUSSES
failure to build
3670 COMMERCE CENTER DRh
gthe
n r The rsuigability
SE(863)385F8242870
Job Number: 81907 Ply: 1 ' SEQN: 25985 / T9 / JACK
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 12 FROM: DRW:
Truss Label: J3 Wgt: 9.8 Ibs .. / ... 06/07/2018
3-15T16"
4=1 /4„
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 20.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: D
Des Ld: 50.00 D
Des d::
Mean Height: 39.99 it
10.00
TCDL: 4.0 psf
Soffit: 0.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC @ 24" OC
Additional Notes
Shim all supports to solid bearing.
Provide (2) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
X
12 B
a r_71
I— 2'
I— 2'6-15/16" m
C
D
n
DO
LO
r-
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.001 B
HORZ(TL): -0.001 B
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.393
TPI Std: 2007
Max BC CSI: 0.095
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.01.01.0630.10
RICHARD A. SIVER
P.E.
#65698
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING]
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest
istralnt of webs shall have bracing installed per BI
as shown above and on the Join Details. unless
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL
/W
A 127 / 78 / 95 / - / 149
/ 1.5
D 114 /7 /70 /- /-
/6.9
D -48 /48 /10 /- /-
/1.5
B 104 / 169 / 88 / - /-
/ 1.5
Wind reactions based on MWFRS
A Min Brg Width Req = -
D Min Brg Width Req = 0.0
D Min Brg Width Req = -
B Min Brg Width Req = -
Bearing D is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-B 46 -182
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 0 0
of
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE]
conformance with ANSI 1, or for handling shi�ping, installation and bracing of trussesA seal on this drawing or cover page , , SEBRING, FL 33870
this drawing indicates acceptance of pro ess ona engineering responsibility solely for the design shown. The suitability (863)385-8242
;e of this t7�awing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
Job Number: 81907 Ply: 1 SEQN: 259711 T21 / EJAC
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 6 FROM: DRW:
Truss Label: EJ7 Wgt: 24.5 Ibs .. / ... 06/07/2018
Loading Criteria (psf)
TCLL: 20.00
TCDL: 20.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 50.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP M-31
Bot chord 2x6 SP M-14
3-88"
I - 2'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: D
Mean Height: 15.00 It
TCDL: 4.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 It
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Special Loads
—(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 81 plf at 0.00 to 81 plf at 6.67
BC: From 20 plf at 0.00 to 20 plf at 6.67
TC: 57 lb Conc. Load at 0.00
Purlins
In lieu of rigid ceiling provide lateral bracing, to brace
BC @ 24" OC
Wind
Left cantilever is exposed to wind
Additional Notes
Provide (2) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
3 � B
618" _i
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): -0.095 C 292 360
VERT(TL): 0.226 C 123 240
HORZ(LL): 0.021 B - -
HORZ(TL):-0.051 B
Creep Factor: 1.5
Max TC CSI: 0.387
Max BC CSI: 0.367
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 17.01.01.0630.10
RICHARD A. SIVER
P.E.
#65698
fi
00
1
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
D 607 / 320 / 421 / - / 122 / 8.0
C 4 /113 /126 /- /- /1.5
B 238 / 206 / 128 / - / - / 1.5
Wind reactions based on MWFRS
D Min Brg Width Req = 1.5
C Min Brg Width Req = -
B Min Brg Width Req = -
Bearing D is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A - B 57 -134
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 178 -4
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating handling, shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an U SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a prop( r)
attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B, to
SCOSTA CORPORATION
as applicab a. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to WOOD STEEL OR TIMBER
drawings 16OA-Z for standard plate positions. ROOF bR FLOOR TRUSSES
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE
truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover pa e SEBRING, FL 33870
listing this drawing indicates acceptance of professional engineerin responsibility solely for the design shown. The suitability (863)385-8242
and use of this gnawing for any structure is the responsibility of the Bquilding Designer per ANSI/TPI 1 Sec.2.
Job Number: 81907 Ply: 1 SEQN: 25969 / T18 / JACK
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 8 FROM: DRW:
Truss Label: J5A Wgt: 17.5 Ibs / ... . 06/07/2018
12
3 p B
%i
rn
I- 2' —�
4'6-15/16" —I
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf In PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
TCDL: 20.00 Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): -0.068 C 412 360
D 589 / 311 / 413 /- / 83 / 8.0
BCLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.178 C 156 240
C -230 / 230 / 168 /- /- / 1.5
BCDL: 10.00 Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.015 B - -
B 162 / 142 / 88 / - / - / 1.5
Des Ld: 50.00 EXP:D
HORZ (TL):-0.041 B - -
Wind reactions based on MWFRS
it NCBCLL: 10.00 Mean Height: 15.00 it
Code I Misc Criteria
Creep.
Factor: 15
D Min Brg Width Req = 1.5
TCDL: 4.0 psf
Soffit: 0.00 BCDL: 6.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.793
C Min Br Width Re -
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2007
Max BC CSI: 0.678
B Min Brg Width Req = -
Bearing D is a rigid surface.
Spacing: 24.0 " C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.000
Loc. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp.
Wind Duration: 1.60
WAVE
VIEW Ver: 17.01.01.0630.10
Lumber
38 -140
Value Set: 13B (Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply (Ibs)
Top chord 2x4 SP #2
Chords Tens.Comp.
Bot chord 2x6 SP #2
Lumber value set "l3B" uses design values
A - C 214 - 3
approved 1/30/2013 by ALSC
Special Loads
---(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 81 plf at 0.00 to 81 plf at 4.58
BC: From 20 pif at 0.00 to 20 plf at 4.58
TC: 57 lb Conc. Load at 0.00
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left cantilever is exposed to wind
Additional Notes
Negative reaction(s) of -230# MAX. from a non -wind
load case requires uplift connection. See Maximum
Reactions.
Provide (2) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
P.E.
#65698
—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, shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Buildinl
Component Safety In{ormation, byy 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 prop(r)
attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B, S .O TA CORPORATION
as applicabgie. Appyy plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. {Refer to WOOD STEEL OR TIMBER
draWingS 160A-Z fbr standard plate positions. ROOF bR FLOOR TRUSSES
Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE
truss in conformance with ANSI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover page SEBRING, FL 33870
listing this drawing indicates acceptance of professrona engineering responsibility solely for the design shown. The suitability (863)385-8242
and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 81907 Ply: 1 SEQN: 25967 / T19 / JACK
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 8 FROM: DRW:
Truss Label: J3A Wgt: 8.4 Ibs .. / ... 06/07/2018
3TV
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 20.00 Speed: 170 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
Des Ld: 50.00 EXP: D
Mean Height: 15.00 ft
NCBCLL: 10.00 TCDL: 4.0 psf
Soffit: 0.00 BCDL: 6.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Lumber value set "l3B" uses design values
approved 1/30/2013 byALSC
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Additional Notes
Shim all supports to solid bearing.
Provide (2) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
3 p
B
T1
3X5(A1) A 11-9116„
D 61 C
E
-21
�--- 2'6-15/16" -�
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): NA
D 114 / 52 / 70 / - / 47
/ 1.5
Lu: NA Cs: NA
VERT(TL): NA
E 148 / 68 / 99 / - / -
/ 6.9
Snow Duration: NA
HORZ(LL): -0.001 C
E -77 / 77 / 45 ! - / -
/ 1.5
HORZ(TL): 0.002 C
B 76 / 60 / 42 / - / -
/ 1.5
Code / Misc Criteria
Creep Factor: 1.5
Wind reactions based on MWFRS
Bldg Code: FBC 2014 RES
Max TC CSI: 0.140
D Min Brg Width Req = -
TPI Std: 2007
Max BC CSI: 0.146
E Min Brg Width Req = 0.0
Rep Factors Used: Yes
Max Web CSI: 0.000
E Min Brg Width Req = -
B Min Brg Width Req =
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Bearing E is a rigid surface..
Plate Type(s):
WAVE
VIEW Ver: 17.01.01.0630.10
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-B 18 -50
RICHARD A. SIVER
P.E.
#65698
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in_fabricatinp, handling, shipping, installing and bracing. Refer to and follow the latest
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 0 0
of
a n is ceum Locauons snown Torpermanent lateral restraint oT weDs snaii nave Dracingg installed per b(;bl sections t33, 87 or B10— SCOSTA CORPORATION
scab e. App y plates to each face o truss and position as shown above and on the JoinfDetails, unless noted otherwise. {Refer to WOOD STEEL OR TIMBER
is 160A-Z for standard plate positions.
ROOF bR FLOOR TRUSSES
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE
conformance with ANSI PI 1, or for handling shippin , installation and bracing of trussesA seal on this drawing or cover page , . SEBRING, FL 33870
this drawing, indicates acceptance of rot'essiona� engineering responsibility solely for the design shown. The suiTability (863)386-8242
ie of this rawing for any structure is tie responsibility of the uilding Designer per ANSI/TPI 1 Sec.2.
Job Number: 81907 Ply: 1 SEQN: 26150 / T40 / MONO
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS City: 2 FROM: DRW:
Truss Label: D1 Wgt: 56.0 Ibs .. / ... 06/07/2018
=3X4
6'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Loc R / U / Rw / Rh / RL / W
F 1559 / 1398 /- /- /- / 8.0
D 2647 /2468/-
Wind reactions based on MWFRS
F Min Brg Width Req = 8.0
D Min Brg Width Req = -
Bearing F is a rigid surface.
g g
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
TCDL: 20.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 50.00
NCBCLL: 10,00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: D
Mean Height: 42.01 It
TCDL: 4.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 it
Loc. from endwall: not in 9.00 It
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
VERT(LL): -0.032 E 999 360
VERT(TL): 0.048 E 999 240
HORZ(LL): 0.015 C - -
HORZ(TL):-0.022 C - -
Creep Factor: 1.5
Max TC CSI: 0.580
Max BC CSI: 0.251
Max Web CSI: 0.541
Mfg Specified Camber:
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Sid: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
A - B 1810 -1955 B - C 88 - 66
GCpi: 0.18
Plate Type(s):
VIEW Ver: 17.01.01.0630.10
Wind Duration: 1.60
WAVE, HS
Lumber
Maximum Bot Chord Forces Per Ply (Ibs)
Value Set: 13B (Effective 6/1/2013)
Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP #2
F - E 147 -141 E - D 1516 -1393
Bot chord 2x8 SP 2400f-2.OE
Webs 2x4 SP #2 :W1 2x6 SP #2:
Maximum Web Forces Per Ply (Ibs)
Lumber value set "1313" uses design values
Webs Tens.Comp. Webs Tens. Comp.
approved 1/30/2013 by ALSC
A - F 1303 -1364 B - D 2037 - 2217
Special Loads
A - E 1580 -1434 C - D 103 - 81
---(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
E - B 2143 -1827
TC: From 85 plf at 0.00 to 85 plf at 6.67
BC: From 10 plf at 0.00 to 10 plf at 6.67
BC: 240 lb Conc. Load at 1.90
BC: 2286 lb Conc. Load at 3.90
BC: 1048 lb Conc. Load at 5.90
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Right end vertical not exposed to wind pressure.
Additional Notes
Provide hanger or special connection at right end of
truss for 2647 Ibs.
P.E.
#65698
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qquire extreme care in fabricating handling, shyping, installing and bracing. Refer to and follow the latest edition of BCSI (Buildirn
t Safety Information, b TPI an 'SBCA) for sa ety practices pnor to performing these functions. Installers shall provide temporary
BCSI. Unless noted oliherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper)
glid ceiling Locations shown forpermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10 SCOSTA CORPORATION
6 e. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. f2efer to WOOD STEEL oR TIMBER
60A-Z for standard plate positions. ROOF bR FLOOR TRUSSES
!vision of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE
iformance with ANSI 1, or for handling{ shipping, installation and bracing of trussesA seal on this drawing or cover page , , SEBRING, FL 33870
c drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suifabdrty (863)365-6242
3 this yawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
FJoNumber:81907 Ply: 1 SEQN: 26166 / T42 / VAL
STERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 2 FROM: DRW:
s Label: V1 Wgt: 14.0 Ibs / ... 06/07/2018
—1+ll4"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 20.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
D
Des Lc. 50.00
Mea
Mean Height: 42.48 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 0.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
'Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Additional Notes
See applicable standard valley or piggyback details
for more requirements.
W5/3'4-9/16"
R
fV
1113X5
B1
f 3'11-1/2" �I
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.008 C
HORZ(TL): 0.009 C
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.353
TPI Std: 2007
Max BC CSI: 0.284
Rep Factors Used: Yes
Max Web CSI: 0.099
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.01.01.0630.10
RICHARD A. SIVER
P.E.
#65698
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricatingg handling, shi ping, installing and bracing., Refer to and follow the latest
Went Safety Information, byy TPI ancl'SBCA) for safety practices prior to performing these functions. Installers
per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathingg and bottom cl
d rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracin insTalled per BCSI
icable. Apply lates to each face of truss and position as shown above and on the Join�Details, unless no'
Is 160A-Z for s�andard plate positions.
a division of ITW.Building_ Components Group Inc.. shall not be responsible for any deviation from this drawin
any
♦ Maximum Reactions (Ibs), or "=PLF
Loc R /U /Rw /Rh /RL /W
D' 104 / 80 / 76 /- / 50 / 47.5
Wind reactions based on MWFRS
D Min Brg Width Req = -
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-B 48 -125
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A - C 252 - 30
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - C 300 -134
of
Vms tt3, t37 or t310- SCOSTA CORPORATION
wise. Refer to WOOD STEEL OR TIMBER
ROOF bR FLOOR TRUSSES
failure to buildthethe 3670 COMMERCE CENTER DRIVE
In r The rsuaFabili SEBRING, FL 33870
ability (863)385-8242
Job Number: 81907 Ply: 1 SEQN: 26168 / T30 / VAL
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 2 FROM: DRW:
Truss Label: V2 Wgt: 5.6 Ibs .. / ... 06/07/2018
zi / lam 1'4-9/16" --I
12
6
B
4AX4(D1) T1 T
B1
�-- 1'11-1/2"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or `=PLF
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
D' 103 / 60 / 66 /- / 39 / 23.5
TCDL:. 20.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): -0.018 B 999 360
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.022 B 999 240
Wind reactions based on MWFRS
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.008 B - -
D Min Brg Width Req = -
Des Ld: 50
EXP: D.00
HORZ(TL): -0.009 B - -
Bearing A is a rigid surface.
Code I Misc Criteria
NCBCLL: 10.00
Mean Height: 42.98 ft
TCDL: 4.0 psf
CreepFactor: 1.5
Soffit: 0.00
BCDL: .0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.108
Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.190
Chords Tens.Comp.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
A - B 0 - 31
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 17.01.01.0630.10
Chords Tens.Comp.
Lumber
A - C 112 -14
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Lumber value set "'I 3B" uses design values
approved 1/30/2013 by ALSC
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC @ 24" OC
Additional Notes
See applicable standard valley or piggyback details
for more requirements.
RICHARD A. SIVER
P.E.
#65698
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of
;straint or wens snau nave Dracing Instaueo per u;
as shown above and on the Join Details, unless
a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVEI
conformance with ANSI PI 1, or for handling shipppingg, installation and bracing of trussesA seal on this drawing or cover page , . SEBRING, FL 33870
this drawing indicates acceptance of professlonaT engineering responsibility solely for the design shown. The suitability (863)385-8242
Ie of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 81907 Ply: 1 SEQN: 25992 / T11 / EJAC
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 18 FROM: DRW:
Truss Label: EJ9 Wgt: 40.6 Ibs .. / ... 06/07/2018
Loading Criteria (psf)
TCLL: 20.00
TCDL: 20.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 50.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
=3)
4-3j[6-
{- —2'—'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: D
Mean Height: 41.51 ft
TCDL: 4.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 85 pif at 0.00 to 85 plf at 8.67
BC: From 20 plf at 0.00 to 20 plf at 8.67
TC: 64 lb Conc. Load at 0.00
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left cantilever is exposed to wind
Additional Notes
Provide (2) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: Ni
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
8'8"
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): -0.018 F 999 360
VERT(TL): -0.021 F 999 240
HORZ(LL): -0.005 B - -
HORZ(TL):-0.005 B
Creep Factor: 1.5
Max TC CSI: 0.643
Max BC CSI: 0.411
Max Web CSI: 0.168
Mfg Specified Camber:
VIEW Ver: 17.01.01.0630.10
RICHARD A. SIVER
P.E.
#65698
(C
io
96
v
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
F 709 / 670 / 587 / - 1513 / 8.0
D 158 / 229 / 134 / - / - / 1.5
C 143 / 229 / 117 / - / - / 1.5
Wind reactions based on MWFRS
F Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing F is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 490 - 632 B - C 131 -199
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - F 649 - 352 E - D
F-E 168 -510
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
F - B 955 - 736 B - E 577 -190
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricatingg handling, shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
quire
Information, b TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
r BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperl
�id ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10 SCOSTA CORPORATION
e. Apply plates to each face oftrussand position as shown above and on the Joint -Details, unless noted otherwise. (tefer to WOOD STEEL OR TIMBER
60A-Z for standard plate positions. ROOF FLOOR TRUSSES
ivision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE
iformance with ANSI PI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover pa e , SEBRING, FL 33870
I drawing indicates acceptance of professional engmeermy responsibility solely for the desi n shown. The suiTabllity (863)385-8242
0f this yawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Soc.2.
Job Number: 81907 Ply: 1 SEQN: 26006 / T12 / EJAC I
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 3 FROM: DRW:
Truss Label: EJ9C Wgt: 43.4 Ibs / ... 06/07/2018
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 20.00 Speed: 170 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
EXPDes Ld: 50Mean
D
.00
Mean Height: 41.51 ft
NCBCLL: 10.00 TCDL: 4.0 psf
Soffit: 0.00 BCDL: 6.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x4 SP #2 :B1 2x6 SP #2:
Webs 2x4 SP #2
Lumber value set "l38" uses design values
approved 1/30/2013 by ALSC
Special Loads
---(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 85 plf at 0.00 to 85 plf at 8.67
BC: From 20 plf at 0.00 to 20 plf at 5.17
BC: From 21 plf at 5.17 to 21 plf at 8.42
BC: From 20 pif at 8.42 to 20 plf at 8.67
TC: 64 lb Conc. Load at 0.00
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left cantilever is exposed to wind
Additional Notes
Provide (2) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
C
1- 2' --�
fo
0
x5X6
{-- 5'2" 3'3-1/16"/{16"
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf: NA Ce: NA
VERT(LL): -0.123 F 226 360
Lu: NA Cs: NA
VERT(TL): 0.178 F 156 240
Snow Duration: NA
HORZ(LL): 0.062 C - -
HORZ(TL):-0.090 C
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.591
TPI Std: 2007
Max BC CSI: 0.941
Rep Factors Used: Yes
Max Web CSI: 0.120
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE I
VIEW Ver: 17.01.01.0630.10
P.E.
#65698
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
G 709 / 669 / 590 / - / 513 / 8.0
D 192 /316 /180 /- /- /1.5
C 91 /135 /71 /- /- /1.5
Wind reactions based on MWFRS
G Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing G is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 258 - 238 B - C 113 -146
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-F 400 -521 E-D 4 -3
F - E 191 - 437
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
F - B 427 - 291 B - E 476 -193
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating handling, ship mg, installing and bracing. Refer to and follow the latest edition of
t Safety Information, byy TPI an 'SBCA) for safe{y practices prior to performing these functions. Installers shall pro%
r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall
id ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections
e. App�y plates to each face of truss and position as shown above and on the Joint Details, unless noted othenro
60A-Z for standard plate positions.
a division of
FTPI 1, or for h
acceptance
any structure
this drawing,any failure to build the 3670 COMMERCE CENTER
on this drawing or cover pa a SEBRING, FL 33870
,he design shown. The suitability (863)385-8242
Job Number: 81907 Ply: 1 SEQN: 26008 / T6 / EJAC
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 1 FROM: DRW:
Truss Label: EJ9B Wgt: 43.4 Ibs / ... 06/07/2018
I--- 2' ----I
52" 3' .1 6
8'8"
C
Loading Criteria (psp Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
TCDL: 20.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0.056 F 502 360
G 622 / 359 / 590 / - / 513 / 8.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.142 F 196 240
D 213 / 312 / 178 /- /- / 1.5
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.026 C - -
C 93 / 139 / 74 / - / - / 1.5
EXP: D
Des Ld: 50.00 HORZ(TL):-0.073 C -
Wind reactions based on MWFRS
Mean Height: 41.51 ft
NCBCLL: 10.00 TCDL: 4.0 psf Code I Misc Criteria Creep Factor: 1.5
G Min Brg Width Req = 1.5
Soffit: 0.00 BCDL: 6.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.595
P
D Min Brg Width Req = "
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0,716
C Min Brg Width Req = -
Bearing G is a rigid surface.
" Re Factors Used: Yes Max Web CSI: 0.128
P Spacing: 24.0 C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEW Ver: 17.01.01.0630.10
Lumber
A-B 39 -280 B-C 42 -147
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #2 :B1 2x6 SP #2:
Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP #2
A - F 437 - 416 E - D 2 -1
Lumber value set "l3B" uses design values
F - E 219 -428
approved 1/30/2013 by ALSC
Purlins
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
In lieu of rigid ceiling provide lateral bracing to brace
BC @ 24" OC
F - B 362 -240 B - E 490 -238
Wind
Left cantilever is exposed to wind
Additional Notes
Provide (2) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
RICHARD A. SIVER
P.E.
#65698
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg handling, shipping, installing and bracing. Refer to and follow the latest edition of
Component Safety Information, by TPI ancl'SBCA) for to these functions. Installers
BCSI (Buildini
safety practices prior performing shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have attached structural sheathing and bottom chord have
properly shall a propperl
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10 SCOSTA CORPORATION
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
{defer to WOOD STEEL OR TIMBER
drawings 16OA-Z for standard plate positions.
ROOF bR FLOOR TRUSSES
Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drewing,any failure to build the 3670 COMMERCE CENTER DRIVE
truss in conformance with ANSI PI 1, or for handling shippingg, installation and bracing of trussesA seal on this drawing or cover pagge SEBRING, FL 33870
listing this 5lrawin� indicates acceptance of professional engineering responsibility solely for the design shown.
and use oT this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
, ,
The suitability (863)385-8242
Job Number: 81907 Ply: 1 SEQN: 26010 / T20 / EJAC
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 1 FROM: DRW:
Truss Label: EJ9A Wgt: 42.0 Ibs .. / ... 06/07/201 B
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 20.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
D
Des Ld: 50.00
Mea
Mean Height: 41.51 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 0.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP M-31
Bot chord 2x4 SP M-31 :81 2x6 SP M-14:
Webs 2x4 SP #2
Lumber value set "13B" uses design values
approved 1/30/2013 byALSC
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left cantilever is exposed to wind
Additional Notes
Provide (2) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
C
8Q 3.69
12
I-- 2' --�
) 5'2" A _ 1' .1 2'6"
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL
/.W
Pf: NA Ce: NA
VERT(LL): -0.282 E 269 360
G 621 / 359 / 589 / - 1513
/ 8.0
Lu: NA Cs: NA
VERT(TL): -0.326 E 233 240
D 161 / 224 / 136 / - / -
/ 1.5
Snow Duration: NA
HORZ(LL): -0.174 B - -
C 144 / 228 / 114 / - / -
/ 1.5
HORZ(TL): -0.201 B
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 1.5
G Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.296
D Min Brg Width Req = -
TPI Std: 2007
Max BC CSI: 0.349
C Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.232
Bearing G is a rigid surface.
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per
Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
WAVE, HS
VIEW Ver: 17.01.01.0630.10
A-B 38 -201 B-C
64 -179
RICHARD A. SIVER
P.E.
#65698
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- F 448 - 338 E- D 0 0
F - E 64 -142
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
F - B 164 - 322 B - E 734 - 289
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
—IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qquire extreme care in fabricating handling, shipping, installing, and bracing. Refer to and follow the latest edition of
f Safety. Information, by TPI andq'SBCA) for safety practices prior to performing these functions. Installers shall pro%
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall
3id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 1
e. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherw
60A-Z for standard plate positions.
a division of
'Im 'I, or Torn
acceptance
any structure
this drawing,any failure to build the
on this drawing or cover page
,he design shown. The suitability
SCOSTA CORPORATION
ROOF bRTFLOOR TRUSSES
3670 COMMERCE CENTER DRI\
SEBRING, FL 33870
(863)385-8242
m
Job Number: 81907 Ply: 1 SEQN: 26114 / T47 / EJAC
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 1 FROM: DRW:
Truss Label: EJ9H Wgt: 39.9 Ibs .. / ... 06/07/2018
iz
�-2'-'
c
f 4'e" 1 17-1/4" -}-- 2-4-314" --i
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
TCDL: 20.00 Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): -0.174 E 437 360
G 709 / 670 / 589 / - / 309 / 8.0
BCLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.289 E 262 240
D 142 1109 / 123 / - / - / 1.5
BCDL: 10.00 Risk Category: II
Snow Duration: NA
HORZ(LL): -0.097 B - -
C 151 / 173 / 127 / - / - / 1.5
Des Ld: 50EXP: D.00
HORZ(TL): 0.122 B - -
Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height: 41.51 ft
Code I Misc Criteria
Creep Factor: 1.5
G Min Brg Width Req = 1.5
TCDL: 4.0 psf
Soffit: 0.00 BCDL: 6.0 sf
P
Bldg Code: FBC 2014 RES
Max TC CSI: 0.591
D Min Brg Width Re q = "
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h
TPI Std: 2007
Max BC CSI; 0791
C Min Brg Width Req = -
Bearing G is a rigid surface.
Spacing: 24.0 " C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.201
Loc. from endwall: not in 18.00 ft FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp, Chords Tens. Comp.
Wind Duration: 1.60
WAVE
VIEW Ver: 17.01.01.0630.10
Lumber
A - B 196 -167 B - C 109 -196
Value Set: 13B (Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply (Ibs)
Top chord 2x4 SP #2
Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP #2 :B1 2x6 SP #2:
Webs 2x4 SP #2
A - F 386 -436 E - D 0 0
Lumber value set "1313" uses design values
F - E 96 -299
approved 1/30/2013 by ALSC
Special Loads
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
-(Lumber Dur.Fac.=1.25! Plate Dur.Fac.=1.25)
TC: From 85 plf at 0.00 to 85 plf at 8.67
F - B 356 - 247 B - E 585 -169
BC: From 20 plf at 0.00 to 20 plf at 4.67
BC: From 21 plf at 4.67 to 21 plf at 6.27
BC: From 20 plf at 6.27 to 20 plf at 8.67
TC: 64 lb Conc. Load at 0.00
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left cantilever is exposed to wind
Additional Notes
Provide (2) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
P.E.
#65698
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating handling, shi pping, installing and bracing. Refer to and follow the latest edition of
t Safety Information, b TPI and'SBCA) for safety practices prior to performing these functions. Installers shall prop
BCSI. Unless noted 0 herwise,top chord shall have properly attached structural sheathin and bottom chord shall
id ceiling Locations shown for ermanent lateral restraint of webs shall have bracin insalled per BCSI sections
e. Apply plates to each face otruss and position as shown above and on the Joinf Details, unless noted otherw
60A-Z for standard plate positions.
a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVEI
conformance with ANSI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover pa a SEBRING, FL 33870
this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability (863)385-8242
ie of this yawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2.
Job Number: 81907 Ply: 1 1 SEQN: 26116 / T45 / EJAC
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS City: 1 FROM: DRW:
Truss Label: EJ9D Wgt: 39.9 Ibs .. / ... 06/07/2018
C
io
i
12 T1
6 /4X5 B
i�
m
"v
ro
N
0
wz :+
W1
1
a3X4(A1
A
1
e6X8 E B3 D
n
I---- 2' -I
i . 4'8" — }- 2'8.5/16" ---11 3- 1�18 {
8'8"
Loading Criteria (psf)
TCLL: 20.00
TCDL: 20.00
Wind Criteria
Wind Std: ASCE 7-10
Speed: 170 mph
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): -0.074 E 999 360
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
G 709 / 669 / 589 / - / 309 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.148 E 514 240
D 159 / 133 / 142 /- /- / 1.5
BCDL: moo
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.037 C - -
C 132 / 157 / 108 /- /- / 1.5
Des Lc[ 50.00
EXP: D
HORZ TL 1 0 0
( ):- . 48 C - -
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 41.51 ft
Creep Factor: 1.5
G Min Brg Width Req = 1.5
Soffit: 0.00
TCDL: 4.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.526
D Min Brg Width Req = -
Load Duration: 1.25
BCDL: 6.0 psf
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007
Max BC CSI: 0.879
C Min Brg Width Req = -
Bearing G is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.171
Loc from endwalle not 'n 18 oo ft
FT/RT•20(0)/l0(0)
Mfg Specified Camber
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver: 17.01.01.0630.10
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bat chord 2x4 SP #2 :B1 2x6 SP #2:
Webs 2x4 SP #2
Lumber value set "13B" uses design values
approved 1/30/2013 byALSC
Special Loads
—(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 85 plf at 0.00 to
85 plf at
8.67
BC: From 20 plf at 0.00 to
20 plf at
4.67
BC: From 21 plf at 4.67 to
21 plf at
7.36
BC: From 20 plf at 7.36 to
20 plf at
8.67
TC: 64 lb Conc. Load at 0.00
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left cantilever is exposed to wind
Additional Notes
Provide (2) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
P.E.
#65698
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 225 -204 B-C 116 -181
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp,
A- F 380 - 526 E- D 0 0
F - E 154 - 420
Maximum. Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
F - B 405 - 278 B - E 524 -181
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingp handling, shi ing, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety. Information, by TPI and'SBCA) for safe�y 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 propper)
attached ri Id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B t SCOSTA CORPORATIC
as applicabgle. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Nefer to WOOD STEEL OR TIMBI
drawings 160A-Z for standard plate positions. ROOF A FLOOR TRUS:
AlDine, a division of ITW Buildina Components GrouD Inc. shall not be resDonsible for anv deviation from this drawinc.anv failure to build the 3670 COMMERCE CENTER
Iheor Ter pbill a SEBRING, FL 33870
suitability (863)385-8242
'TPI 1; or for f
acceptance
any structure
Job Number: 81907 Ply: 1 SEQN: 26120 / T44 / EJAC
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 1 FROM: DRW:
Truss Label: EJ9E Wgt: 35.7 Ibs / ... 06/07/2018
C
�---- 2, - {- 616"
�— 4,8„ 4, -I
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: N/
TCDL: 20.00
Speed: 170 mph
Pf: NA Ce: NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
EXP: D
Des Ld: 50.00
Mean Height: 41.51 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Code / Misc Criteria
Soffit: 0.00
BCDL: 6.0 psf
Bldg Code: FBC 2014 RES
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to In
TPI Std: 2007
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE, HS
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP M-31
Bot chord 2x6 SP M-14 :B2 2x4 SP M-31:
Webs 2x4 SP #2
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left cantilever is exposed to wind
Additional Notes
Shim all supports to solid bearing.
Provide (2) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): -0.156 B 486 360
VERT(TL): 0.256 B 296 240
HORZ(LL): -0.150 B - -
HORZ(TL): 0.197 B -
Creep Factor: 1.5
Max TC CSI: 0.283
Max BC CSI: 0.399
Max Web CSI: 0.190
Mfg Specified Camber:
VIEW Ver: 17.01.01.0630.10
RICHARD A. SIVER
P.E.
#65698
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
F 622 / 210 / 589 /- / 309 / 8.0
D 135 180 /114 /- /- /1.5
C 173 /171 /137 /- /- /1.5
Wind reactions based on MWFRS
F Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing F is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 104 -431 B-C 78 -215
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - E 492 -123 E - D 31 - 47
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - E 516 - 339
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling, shipping, installing, and bracing., Refer to and follow the latest edition of
t Safety Information, b TPI and SBCA) for safety practices pnor to pertormmg these functions. Installers shall prow
BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall
)id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections
le. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherw
60A-Z for standard plate positions.
a division of ITW BuildingComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI PI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover page ,
this drawing Indicates acceptance of professional engineering responsibility solely for the design shown. The suiTability
;e of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
SCOSTA CORPORATION
WOOD STEEL OR TIMBER
ROOF %R FLOOR TRUSSES
3570 COMMERCE CENTER DRI\
SEBRING, FL 33870
(863)385-8242
Job Number: 81907 Ply: 1 SEQN: 26122 / T48 / EJAC
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 1 FROM: DRW:
Truss Label: EJ9F Wgt: 41.3 Ibs .. / ... 06/07/2018
Loading Criteria (psf)
TCLL: 20.00
TCDL: 20.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 50.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria '
Wind Std: ASCE 7-10
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: D
Mean Height: 41.51 ft
TCDL: 4.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x4 SP #2 :131 2x6 SP #2:
Webs 2x4 SP #2
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left cantilever is exposed to wind
Additional Notes
Provide (2) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
C
i-- 2'--1
io
T
-v
5,6X6
-4'8" 3'8-13/16" = 1 16��
i 8.8„ _1
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Sid: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): 0.035 F 791 360
VERT(TL): 0.121 F 230 240
HORZ(LL): -0.018 C - -
HORZ(TL):-0.062 C
Creep Factor: 1.5
Max TC CSI: 0.523
Max BC CSI: 0.679
Max Web CSI: 0.107
Mfg Specified Camber:
VIEW Ver: 17.01.01.0630.10
RICHARD A. SIVER
P.E.
#65698
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
G 622 / 210 / 589 / - / 309 / 8.0
D 185 /144 /153 /- /- /1.5
C 120 /108 /97 /- /- /1.5
Wind reactions based on MWFRS
G Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing G is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 48 - 268 B - C 54 -174
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-F 437 -447 E-D 2 -1
F - E 227 - 463
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
F - B 398 - 268 B - E 490 - 232
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg handling, shi ping, installing and bracing., Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI antl'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper)
attached riid ceilin Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, 67 or 81 o SCOSTA CORPORATION
as applicab a. Apply Oates to each face of truss and position as shown above and on the Joinf etails, unless noted otherwise. {Refer to WOOD STEEL OR TIMBER
drawings 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE
truss in conformance with ANSI/TPI 1, or for handling shippin , installation and bracing of trussesA seal on this drawing or cover pa e , SEBRING, FL 33870
listing this drawing indicates acceptance of professional engineerin9 responsibility solely for the design shown. The AlFability (863)385-8242
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 81907 Ply: 1 SEQN: 26124 / T46 / EJAC
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 1 FROM: DRW:
Truss Label: EJ90 Wgt: 42.7 Ibs I / ... 06/07/2018
Loading Criteria (psf)
Wind Criteria
TOLL: 20.00
Wind Std: ASCE 7-10
TCDL: 20.00
Speed: 170 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
D
Des Ld: 50.00
Mea
Mean Height: 41.51 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 0.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x4 SP #2 :61 2x6 SP #2:
Webs 2x4 SP #2
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSO
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left cantilever is exposed to wind
Additional Notes
Provide (2) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
C
1---2'--1
�— 4'8" i - 2'10.7/8" ---1 1I8" {
8.8"
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): -0.055 E 999 360
G 622 / 210 / 589 / - / 309 / 8.0
Lu: NA Cs: NA
VERT(TL): 0.126 E 604 240
D 175 / 136 / 145 / - / -
/ 1.5
Snow Duration: NA
HORZ(LL): -0.018 B - -
C 130 / 116 / 105 / - / -
/ 1.5
HORZ(TL): -0.043 C
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 1.5
G Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TO CSI: 0,517
D Min Brg Width Req =. -
TPI Std: 2007
Max BC CSI: 0.677
C Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.161
Bearing G is a rigid surface.
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per
Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
WAVE
VIEW Ver: 17.01.01.0630.10
A-B 53 -261 B-C
58 -178
RICHARD A. SIVER
P.E.
#65698
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- F 429 - 452 E- D 1 0
F - E 203 - 434
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
F - B 333 - 233 B - E 518 - 234
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling, shippina. installing and bracing. Refer to and follow the latest edition of
a rI Ia cewn Locations snown Tor permanent lateral restraint of weDs snap nave Dracingg mstanea per tscbl sections o3, bt or ti10� SCOSTA CORPORATION
icab e. App y plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. ter
to WOOD STEEL OR TIMBER
Is 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES
a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE
conformance with ANSI PI 1, or for handling shippin , installation and bracing of trussesA seal on this drawing or cover SEBRING. FL 33870
this drawin� indicates acceptance of professional engineering responsibility solely for the design shown. The suipa e fability (863)385-8242
Ie of this yawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2.
f
Job Number: 81907 Ply: 1 SEQN: 26004 / T22 / JACK
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS City: 2 FROM: DRW:
Truss Label: J7A Wgt: 30.8 Ibs .. / ... 06/07/2018
C
12
6 T1
04X4
B T
ro
HB 1'1-7/16" d
m
r
W1 d
=3X4(A1
A
p
0Q 3.69
12
1— 2'
i 5'2" 1,1 41 5il 6
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 20.00 Speed: 170 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
EXP: D
Des Ld: 50.00
Mean Height: 40.99 It
NCBCLL: 10.00 TCDL: 4.0 psf
Soffit: 0.00 BCDL: 6.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x6 SP #2 :132 2x4 SP #2:
Webs 2x4 SP #2
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Special Loads
--(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 85 plf at 0.00 to 85 plf at 6.58
BC: From 20 plf at 0.00 to 20 plf at 5.17
BC: From 21 plf at 5.17 to 21 plf at 6.58
TC: 64 lb Conc. Load at 0.00
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC @ 24" OC
Wind
Left cantilever is exposed to wind
Additional Notes
Shim all supports to solid bearing.
Provide (2) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
6'6-15/16"
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Pf: NA Ce: NA
VERT(LL): -0.110 E 254 360
Lu: NA Cs: NA
VERT(TL): 0.173 E 161 240
Snow Duration: NA
HORZ(LL): -0.057 B - -
HORZ(TL):-0.084 C
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.721
TPI Std: 2007
Max BC CSI: 0.694
Rep Factors Used: Yes
Max Web CSI: 0.229
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 17.01.01.0630.10
WAVE
P.E.
#65698
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
F 633 / 598 / 530 / - 1387 / 8.0
D 202 / 340 / 1 B2 / - / - / 1.5
C -86 / 86 / 110 / - / - / 1.5
Wind reactions based on MWFRS
F Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing F is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 134 - 332 B - C 104 - 79
Maximum Bot Chord Forces Per Ply (ibis)
Chords Tens.Comp. Chords Tens. Comp.
A - E 406 - 99 E - D 59 -122
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - E 630 -410
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricatingg handling, shi Ing, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Went Safety Information, byy TPI and'SBCA) for sate�y practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted oihenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperi
d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, 87 or B10 SCOSTA CORPORATION
icable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to WOOD STEEL OR TIMBER
Is 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES
a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE
conformance with ANSI PI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover pa e , , SEBRING, FL 33870
this drawing indicates acceptance of profess one engineering responsibility solely for the design shown. The suitability (863)385-8242
ie of this cawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
s
Job Number: 81907 Ply: 1 SEQN: 26112 / T43 / JACK
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 1 FROM: DRW:
Truss Label: J7C Wgt: 28.7 Ibs .. / ... 06/07/2018
C
1
i 4'8" 3 j /- 1'7-7/16" -{
6'6-15/16"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
F / 598 / 1- / 387 / B.0
TCDL: 20.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): -0.217 B 235 360
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): -0.249 B 204 240
51 41
D 51 / 59 / 41 / - / - / 1.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.174 B - -
C 102 / 250 / 82 / - / - / 1.5
Des Ld: 50.00
EXP: D
HORZ(TL):-0.200 B - -
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 40.99 ft
TCDL: 4.0 psf
Creep Factor: 1.5
F Min Brg Width Re = 1.5
q
Soffit: 0.00
BCDL: 6.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.901
D Min Brg Width Req =
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.606
C Min Brg Width Req =
Bearing F is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.246
Loc. from endwall: not in 36.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60
WAVE
VIEW Ver: 17.01.01.0630.10
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x6 SP #2 :132 2x4 SP #2:
Webs 2x4 SP #2
Lumber value set "1313" uses design values
approved 1/30/2013 byALSC
Special Loads
-----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 85 plf at 0.00 to 85 plf at 6.58
BC: From 20 plf at 0.00 to 20 plf at 4.67
BC: From 21 pif at 4.67 to 21 plf at 4.97
BC: From 20 plf at 4.97 to 20 plf at 6.58
TC: 64 lb Conc. Load at 0.00
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left cantilever is exposed to wind
Additional Notes
Provide (2) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
P.E.
#65698
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating. handlina. shiooina. installina and bracina. Refer to and follow the latest
A-B 141 -260 B-C 46 -17B
Maximum Bot Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
A-E 385 -149 E-D 3 -2
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - E 332 - 243
of
an w ceinn Locations snown Tor permanent iaterai restraint or wens snail nave bracingg mstauea per liGsl sections ti3, t17 or lit u- SCOSTA CORPORATION
icab e. App y plates to each face o truss and position as shown above and on the Joint Details, unless noted otherwise. Nefer to WOSTEEL OR TIMBER
Is 160A-Z for standard plate positions. ROOFOD bR FLOOR TRUSSEf
a division of ITW BuildiplComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DR
conformance with ANSI /TPI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover pa a SEBRING, FL 33870
this drawing indicates acceptance of professional engineenncl responsibility solely for the design shown. The suitability (863)385-8242
;e of this yawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
Job Number: 81907 Ply: 1 SEQN: 26110 / T39 /JACK
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 1 FROM: DRW:
Truss Label: J7B Wgt: 34.3 Ibs / .. 06/07/2018
1 1�
�- 2
i---- 4'8" =1 1-4-518" AVA,
6'6-15/16"
6X6
Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria .
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
TCDL: 20.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0.092 F 304 360
G 633 / 598 / 530 / - 1387 / 8.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.130 F 214 240
D 136 / 314 / 132 / - / - / 1.5
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.045 C - -
C 10 118 112 / - / - / 1.5
EXP: D HORZ TL : -0.064 C
Des Ld: 50.00 ( )
Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height: 40.99 ft Code / Misc Criteria Creep Factor: 1.5
G Min Brg Width Req = 1.5
TCDL: 4.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.559
Soffit: 0.00 BCDL: 6.0
D Min Brg Width Req = -
psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.563
C Min Brg Width Req = -
Bearing G is a rigid surface.
Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.135
Loc. from endwall: not in 18.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEW Ver: 17,01.01.0630.10
Lumber
A - B 128 -149 B - C 88 - 66
Value Set: 13B (Effective 6/1/2013)
t ForcesChords r PTens.
Top chord 2x4 SP #2
Chords Tens.Comp. Comp.
T nsComp.
Bot chord 2x4 SP #2 :B1 2x6 SP #2:
Webs 2x4 SP #2
A - F 338 - 316 E - D 2 -1
Lumber value set "13B" uses design values
F - E 60 -251
approved 1/30/2013 by ALSC
Maximum Web Forces Per Ply (Ibs)
Special Loads
Webs Tens.Comp. Webs Tens. Comp.
---(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 85 plf at 0.00 to 85 plf at 6.58
F - B 400 - 310 B - E 526 - 95
BC: From 20 plf at 0.00 to 20 plf at 4.67
BC: From 21 plf at 4.67 to 21 plf at 6.05
BC: From 20 plf at 6.05 to 20 plf at 6.58
TC: 64 lb Conc. Load at 0.00
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left cantilever is exposed to wind
Additional Notes
Provide (2) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord. aL�op)
'ARE)
A�1
RIG' E. GIVER
P.E.
#65698
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
-IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg handling, shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI for to these functions. Installers temporary
and'SBCA) safety practices prior performing shall Mail
t attached structural sheathing and bottom chords
bracing per SCSI. Unless noted o herwise,top chord shall have
all have a propperg
properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections
B3, B7 or 810 SCOSTA CORPORATION
as applicab"le. Apply Plates to each face of truss and position as shown above and on the Join�Details, unless noted otherwise. kefer to WOOD STEEL OR TIMBER
drawings 160A-Z for s andard plate positions.
ROOF bR FLOOR TRUSSES
Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE
truss in conformance with ANSI/TPI 1, or for handlM shipping, installation and bracing of trussesA seal on this drawing
or cover page , SEBRING, FL 33870
listing this drawing indicates acceptance of pro esslona engineering responsibility solely, for the design shown.
The sui[ability (863)385-8242
and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
Job Number: 81907 Ply: 1 SEQN: 26128 / T33 / JACK
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 1 FROM: DRW:
Truss Label: J5C Wgt: 25.2 Ibs .. / ... 06/07/2018
Loading Criteria (psf)
TCLL: 20.00
TCDL: 20.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 50.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
go
Wind Criteria
Wind Std: ASCE 7-10
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: D
Mean Height: 41.49 ft
TCDL: 4.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
Lumber value set "136" uses design values
approved 1/30/2013 by ALSC
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Additional Notes
Shim all supports to solid bearing.
Provide hanger or special connection at left end of
truss for 240 Ibs.
Provide (2) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
05x(
a 1.88
12
i 4,4„ 2-1 /16„
i- 4'6-15/16"
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NF
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.002 D 999 360
VERT(TL): 0.014 D 999 240
HORZ(LL): -0.005 B - -
HORZ(TL):-0.006 B
Creep Factor: 1.5
Max TC CSI: 0.850
Max BC CSI: 0.251
Max Web CSI: 0.168
Mfg Specified Camber:
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
E 240 / 88 / 173 / - / 269 / -
C 96 /46 /63 /- /- /1.5
B 186 / 308 / 158 / - / - / 1.5
Wind reactions based on MWFRS
E Min Brg Width Req = -
C Min Brg Width Req = -
B Min Brg Width Req = -
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
VIEW Ver: 17.01.01.0630.10 I A- B 83 -213
RICHARD A. SIVER
P.E. '
#65698
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
E-D 84 -408 D-C 15 -11
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A-E 192 -192 A-D 419 -87
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
""IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, b TPI an 'SBCA) for safety practices prior to pertorming these functions. Installers shall provide temporary
BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperg
�id ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 83, 67 or 810 SCOSTA CORPORATION
le. Appty Agates to each face of truss and position as.shown above and on the Joinf Details, unless noted otherwise. hefer to WOOD STEEL OR TIMBER
60A-Z for standard plate positions. ROOF bR FLOOR TRUSSES
vision of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRII
iformance with ANSI PI 1, or for handling shippin , installation and bracing of trussesA seal on this drawing or cover page SEBRING, FL 33870
drawing indicates acceptance of professional engineerm responsibility solely for the design shown. The suitability (863)385-8242
�f this 8 awing for any structure is the responsibility of the Ruilding Designer per ANSI/TPI 1 Sec.2.
Job Number: 81907 Ply: 1 SEQN: 26130 / T27 / JACK
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 1 FROM: DRW:
Truss Label: J513 Wgt: 21.0 Ibs .. / ... 06/0712018
f�
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 20.00 Speed: 170 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
Des Ld: 50.00 EXP: D
Mean Height: 41.49 ft
NCBCLL: 10.00 TCDL: 4.0 psf
Soffit: 0.00 BCDL: 6.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
Lumber value set "13B" uses design values
approved 1/30/2013 byALSC
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC @ 24" OC
Additional Notes
Shim all supports to solid bearing.
Provide hanger or special connection at left end of
truss for 240 Ibs.
Provide (2) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
i 5Xf
0 1.88
12
i- 2'8" . 1 1-10-15/16" ----
i- 4'6-15/16" ---�j
Snow Criteria (Pg,Pf In PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Dell/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): -0.056 D 982 360
VERT(TL): 0.097 D 566 240
HORZ(LL): -0.026 B - -
HORZ(TL): 0.038 A
Creep Factor: 1.5
Max TC CSI: 0.821
Max BC CSI: 0.267
Max Web CSI: 0.179
Mfg Specified Camber:
VIEW Ver: 17.01.01.0630.10
RICHARD A. SIVER
P.E.
#65698
-1
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
E 240 / 88 / 173 / - / 269 / -
C 95 /51 /65 /- /- /1.5
B 183 / 303 / 156 / - / - / 1.5
Wind reactions based on MWFRS
E Min Brg Width Req = -
C Min Brg Width Req = -
B Min Brg Width Req = -
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-B 82 -210
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
E-D 71 -395 D-C 15 -15
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A - E 129 -188 A - D 429 - 77
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating handling, sh, Ing, installing and bracing. Refer to and follow the latest edition of
t Safety Information, b TPI and'SBCA) for safe�y practices pnor to pertorming these functions. Installers shall proe
BCSI. Unless noted ohervuise,top chord shall have properly attached structural sheathing and bottom chord shall
did ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections
ile. Apply plate. to each face of truss and position as shown above and on the Join9Details, unless noted othenn
60A-Z for standard plate positions.
of
' I NI 1, or for n
acceptance
any sructure
this drawing,any failure to build the 3670 COMMERCE CENTER
on this drawing or cover pa e , SEBRING, FL 33870
he design shown. The sui9ablhty (863)385.8242
Job Number: 81907 Ply: 1 SEQN: 26108 / T31 / JACK
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 2 FROM: DRW:
Truss Label: J313 Wgt: 11.2 Ibs .. / ... 06/07/2018
4X5 A
u
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 20.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
D
Des Ld: 50.00
Mea
Mean Height: 40.99 it
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 0.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 it
Loc. from endwall: not in 4.50 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC @ 24" OC
Additional Notes
Provide (2) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
"WARNING- READ AND
—IMPORTANT" FURNISH THIS DRAM
12
6
3X5
B 2'3-7/16"
C
B
2'6-15/16" -�
00
LO
'V' cV
1
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA
VERT(LL): -0.000 A 999 360
D 135 / 155 / 116 / - ! - / 8.0
Lu: NA Cs: NA
VERT(TL): -0.000 A 999 240
C 52 /- / 26 / - / - / 1.5
Snow Duration: NA
HORZ(LL): -0.000 A - -
B 109 / 105 / 79 / - / 150 / 1.5
HORZ(TL):-0.001 A
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 1.5
D Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.330
C Min Brg Width Req = -
TPI Sid: 2007
Max BC CSI: 0.079
B Min Brg Width Req = -
Bearing D is a rigid surface.
Rep Factors Used: Yes
Max Web CSI: 0.045
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp.
WAVE
VIEW Ver: 17.01.01.0630.10
A-B 124 -49
RICHARD A. SIVER
P.E.
#65698
S DRAWINGI
INCLUDING THE INSTALLERS
a. Refer to and follow the latest
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
D-C 0 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
A - D 255 -109
icaoie. Apply plates to each race of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to
is 160A-Z for standard plate positions.
a division of ITW BuildingComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the 3670
conformance with ANSI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover pa e
this drawing indicates acceptance of roNssional engmeerin responsibility solely, for the design shown. The suitability
ie of this 9�awing for any structure is t ie responsibility of the Ouilding Designer per ANSI/TPI 1 Sec.2.
Ply: 1 SEQN: 26142 / T53 / MONO
Jo Number: 81907 / Qty. 2 FROM: DRW:
/MASTERPIECE SYSTEMS, /KNOWLES /BSS Wgt: 9.8 Ibs / .. 06/07/2018
Truss Label: CJ3
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 20.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: D
Des Ld: 50.00
Mean Height: 15.00 It
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 0.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 It
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
Lumber value set "136" uses design values
approved 1/30/2013 by ALSC
Plating Notes
(++) - This plate works for both joints covered.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Additional Notes
The maximum horizontal reaction is 727#
"'•• BEARING ANALOG MODIFIEDI ""'
Provide hanger or special connection at right end of
truss for 229 lbs.
3X8 (++)
3f88"
1
T3/16
6-"
ZE-06b
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Pf: NA Ce: NA
VERT(LL): 0.000 - 360
Lu: NA Cs: NA
VERT(TL): 0.000 - 240
Snow Duration: NA
HORZ(LL): 0.000 -
HORZ(TL):0.000 -
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.393
TPI Std: 2007
Max BC CSI: 0.172
Rep Factors Used: Yes
Max Web CSI: 0.067
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.01.01.0630.10
RICHARD A. SIVER
P.E.
#65698
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
wire extreme care in fabricating handling, shitpping, installing and bracing. Refer to and follow the latest
i Safety Information, by TPI and'SBCA) for sa a practices prior to performing these functtiions. Installers
rg Id ce'liUnless
nlLocations oshownl for ope manent lateral restraintlof webs shallrhave bracingins-talled per BCSI
Ne. Apply plates to each face of truss and position as shown above and on the Join Details, unless no
60A-Z for standard plate positions.
a division of ITW BuilM Components Group Inc.,snaii not De respona
conformance with ANSI9 PI 1, or for handling shlppinl, installation ar
this drawm indicates acceptance of profession engineering
;e of this �rawing for any structure is the responsibility of the u
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
C 64 / 2 / 43 / 727 / 737 /
B 229 / 235 / 220 / 727 / 719 / -
Wind reactions based on MWFRS
C Min Brg Width Req = -
B Min Brg Width Req = -
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A - B 714 -1816
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A - C 1853 - 695
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Cbmp.
B-C 0 0
of
failure to build the 3670 COMMERCE CENTER
In r The rsuZbility SE(863)385 242 70
u A l
Job Number: 81907 Ply; 1 SEQN: 25920 / T13 / MONO
/MASTERPIECE SYSTEMS, INC. /KNOWLES /BSS Qty: 14 FROM: DRW:
Truss Label: C3 I Wgt: 8.4 Ibs I I / ... 04/25/2018
T
0)
I
/ "
�--- 1'8-1/2".3 1
- T
12
3 p
T1
A3X5(A1)
;2X
)NI3�„
B1 =2X4 C
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 20.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: D
Des Ld: 50.00
Mean Height: 15.00 It
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 0.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
Spacing: 24.0 "
C&C Dist a: 3.00 It
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/112013)
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Additional Notes
The maximum horizontal reaction is 405#
Provide hangers or special connections at right end
i- 21
Snow Criteria (Pg,Pfin PSF)
Deg/CSI Criteria
A Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA
VERT(LL): -0.000 B 999 360
C 173 / 248 / 284 / 4051661 / 1.5
Lu: NA Cs: NA
VERT(TL): 0.000 B 999 240
B 0 / - I- / 405 / 644 / 1.5
Snow Duration: NA
HORZ(LL): 0.000 -
Wind reactions based on MWFRS
HORZ(TL): 0.000 -
C Min Brg Width Req = -
Code / Misc Criteria
Creep Factor: 1.5
B Min Brg Width Req = -
Bldg Code: FBC 2014 RES
Max TC CSI: 0.181
TPI Sid: 2007
Max BC CSI: 0.154
Maximum Top Chord Forces Per Ply (Ibs)
Rep Factors Used: Yes
Max Web CSI: 0.052
Chords Tens.Comp.
FT/RT:20(0)/10(0)
Mfg Specked Camber:
A - B 643 -554
Plate Type(s):
WAVE
VIEW Ver: 17.02.01A.1114.21
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A - C 559 - 632
"WARNING" READ AND FOLLOW ALL NOTES
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRA
a division of
any
as
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - C 196 - 206
INCLUDING THE INSTALLERS
1. , Refer to and follow the latest edition of SCSI (Building
ming these functions. Installers shall provide temporary
uctural sheathing and bottom chord shall have a progeny
have bracing installed per SCSI sections B3, B7 or 810,
on the Joint Details, unless noted otherwise. f�iefer to
i( any deviation from this drawing an failure to build the
in of trusses. A seal on this OrawiYng or cover page
)nsibility solely for the design shown. The suitability
3670 CSEBRNF33870IG, L
(863)385.8242
L
ANCHORAGE AND RESTRAINT OF' LATERAL BRACING
THIS IS
A DANGEROUS CONDITION
SHEATHING
FIG. 1
COMPRESSION WEBS.
TO PREVENT TBLS
1 1
BEFORE AND AFTER
FAMURE, ANCHQ$
1 1
BUCKLING.
OR RESTRAIN THE
II II
1
LATERAL BRACING!
1 I I I
1 I
! I CONTINUOUS LITERAL BRACING
I
USE METHOD SHOWN IN
(CIS) MAINTAINS SPACING, BUT
PERMITS LATERAL BUCKLING
FIG. 2, SA & 3B, OR
OF ALL WEB MEMBERS AT
ANOTHER STRUCTURALLY
THE SAME TIME.
SOUND MMOD SPECIFIED
BY PROFESSIONAL
BEARING FOR TRUSSES
ENGI IM OR ARCHITECT.
FIG. 2
ANCHORAGE BY BUILDING DESIGNER
(OTHER ANCHORAGE PROVISIONS
FOR OTHER TYPES OF WALLS).
FIG. 3A
EXAMPLE
DIAGONAL BRACE RESTRAINT (DBR)
WITHIN THE UNIT (3A & 3B)
ANCHORAGE (BY BUILDING
DESIGNER) INTO SOLID END API
WALL — RESTRAWS LITERAL
BRACING. THEREBY
PR ETENTIiG WEB BUCKLING.
CIB CIB
COMIRR SSSI N WEB
DER MAY TRAVERSE MORE THAN TWO
TRUSSES. DEPENDING ON TRUSS HEIGHT.
SHEATHING
COMPRESSION WEB,
SLOPING OR VERTU
OR WEB NEEDING
BRACING.
THE DRAWING BELOW (FIG. 3B) SHOWS HOW TO RESTRAIN THE
CONTINUOUS LATERAL BRACING (CLB —fM). WHEN ANCHORAGE
IS NOT AVAILABLE AS SHOWN IN FIG. 2 THE DIAGONAL
BRACE RESTRAINT (DER — ) MEMBERS ARE 2X4'S,
THE ENDS OF WHICH ARE ATTACHED TO TOP & BOTTOM
CHORDS. THE DIAGONAL BRACE MAY BE ATTACHED DIRECTLY TO
THE CLB OR TO THE WEB OPPOSITE THE CLB. USE THE SAME
NAILING SHOWN IN FIG. 3A.
FIG. 3B
ZX4 /3 OR STUD GRADE DER NAILED
TO OPPOSITE SIDE OF WEB AND
REPEATED AT APPROXIMATELY 20 FOOT
INTERVALS TO RESIST LATERAL MOVEMENT
ATTACK TO WEBS WITH
(2) 16d COMMON (0.162' X 3.6'.1@i) NAILS.
"W'MM" WO "m 1Q7 V AM L M at I= 8=°
REF BRACE RESTRAINT
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DATE 1/1/09
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CLB WEB BRACE SUBSTITUTION
THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB)
IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE NEB
BRACING METHOD IS DESUM.
NOTES:
THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED
CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAB
BRACING.
ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE.
FOR MINW M ALTERNATIVE BRACING, RE —RUN DESIGN WITH APPROPRIATE
BRACING.
WEB MEMBER
SPECIFIED CLB
ALTERNATIVE BRACING
SIZE
BRACING
T OR L—BRACE
SCAB BRACE
2X3 OR 2X4
1 ROW
2X4
1-2X4
2X3 OR 2X4
2 ROWS
2X8
2-2X4
2X8
1 ROW
2X4
1-2X8
2X8
2 ROWS
2X8
2-2X4(*)
2X8
1 ROW
2X8
1-2XB
2XB
2 ROWS
2X8
2-2X8(*)
T—BRACE, L—BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE
OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON
ENGINERR'S SEALED DESIGN.
(*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH
FACE OF WEB.
T-BRACING
OR T—BRACE
L-BRACING:. OR
L—BRACE
APPLY TO EITHER SIDE OF NEB NARROW FACE.
ATTACH WITH 10d BOX OR GUN
(0.128"z 3.',MIN) NAILS.
AT 8' O.C.
BRACE IS A
MDOMUM 80%. OF WEB
MEMBER LENGTH
T—BRACE L—BRACE
SCAB BRACING: -
APPLY SCAB(S) TO WIDE FACE OF WEB.
NO MORE THAN (1) SCAB PER FACE.
ATTACH WITH 10d BOX OR GUN
(0.128"z 3.,M ff) NAILS.
AT 8" O.C.
BRACE IS A MINIMUM
80% OF WEB MEMBER LENGTH
SCAB BRACE
m � � br� � f, —d „�„
TC LL PSF
REF CLB SUBST.
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TC DI, PSF
DATE 1/1/09
°U. ` id °ate
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EM 8. t., ��., -
BC DL PSF
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=
TOT. LD. PSF
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DUR. FAC.
SPACING
Eann City, MO 63045
Valley Detail - ASCE 7-101 -180 mph, 30' Mean Height, Partially Enclosed, Exp, %, Kzt=1,00
Top Chord 2x4 -SP #2N, -SPF #1/#2, DF-L #2 or better.
Bot Chord-2x4 SP #2N or SPF #1/#2 or better.
Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better.
Attach each valley to every supporting truss with)
560# connection or with (1) ITWBCG HA4
or HA2.5 connector or equivalent for
ASCE 7-10 180 mph. 30' Mean Height, Part. Enc,
Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00
Or
ASCE 7-10 160 mph. 30' Mean Height, Part. Enc,
Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00
Cut from 2x6 or
larger as req'd
4-0-0
12
12 Max.l— W2X4
W2X4 W2X4
12
12 Max. I-
12
12 Max. I—
W1X3
8-0-0
6-0-0
(Max S al
W1X3
16-0-0
Win I (Max Spacing)
cv� tent
Unless specified on engineer's. sealed design, apply 1x4 'T' brace, 80%
Length of web, same species and SRB grade or better, attached
with 8d box (0.113' x 2.5') nails at 6' o.c., or continuous lateral bracing,
equally spaced, for vertical valley webs greater than 7'-9'.
For verticals over 10'-0' tall, apply (2) 1x4 'T' braces, 80% length of
web, same species and SRB grade or better, attached with 801 box
(0.113' x 2.5') nails @ 6' o,c,
Top chord of truss beneath valley set must be braced with,
properly attached, rated sheathing applied prior to valley truss
Installation.
Or
Purlins at 24' o.c. or as otherwise specified on Engineer's sealed design,
Or
By valley trusses used In lieu of purlln spacing as specified on
Engineer's sealed design.
xww Note that the purlln spacing for bracing the top chord of the truss
beneath the valley Is measured along the slope of the top chord.
++ Larger spans may be built as long as the vertical height does
not exceed 14'-0'.
Pitched Cut
W2X4 Bottom Chord
�t_ Valley
W2X4
Bottom chord may be square or pitched cut as shown,
W2X4
Valle
Spacing
Square Cut Stubbed Valley
II iI Bottom Chord End.Detail
SPP
W4X4
_�Tf
Optional Hip
Joint Detail
20-0-0 (++) ati cj- O.C. i Plan
Supporting trusses at 24' o.c. maximum spacing,
-VARNM" READ Alm MUM ALL It= ON TM BRAWRa
-waluARTsw nmium THIS DRAVBiti mALL CJIMRAam vctw c Tw IRSTALLERS.
TC LL 30
30
40PSF
REF VALLEY DETAIL
DATE 2/16/12
Building Components Group Ina
Earth City. M063045
Tresses RWre e,rix—e c In faletcntkp, hand,kw.:lispFy, k-Utting and lracina Refer to and
follow tM latest edttlm of B(SI dnB Canpanent Safety Lrf—atim, by TPI and VTCA) far safety
notes tau, top a, Shalt have P y�atcaed ,.er
chm d sha8 have n pproperty attadrd r gld Miry. Locations shown far perftanrnt toter°! rest -dint
of eels still havech kwodng Inst°Ded per B= ovw sectlms B3, B7 m B10, ns applicable. Apply plates to
each face of toss and postdm os shown oband m the Joint Detolvi
es: ies: noted otfrer-im
Refer to droelrys 16Wi-Z fr sterdard plate postuans.
ITV lhA CarporKnis fray Inc shalt not be responsKe for my deviation fron this drnwnQ, any
falve to btld tfve tress In corWomary with AISVM L or for hmdrQ, iftoq, FrstQUUm •
bracing of tr m A seal m this dmwft ar` cover page this of—Ing, Indicates acceptance
of professional enpneerind ernlbiity solely for the desfpn .n The and use of this
MM. .f ` o,°" sts r%,CtL'��`t �ft �job' ` onsbillty of P'eEIIIt•e:�`�r ANCS1/1/1P1 I sere.
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TC DL 20
BC DL 10
BC LL 0
TOT, LD, 60
15
10
0
7 PSF
10 PSF
0 PSF
57PSF
DRWG VAL180100212
55
DUR�FACAZ2 11.33
1,15
1.15
SPACING 24.0'