HomeMy WebLinkAboutTRUSS"SCOSTA CORPORATION
3670 Commerce Center Drive Sebring, Florid , 33870RECEIVED
863-385-8242 Voice
863-385-8724 Fax
WWW.SC0,STAC0RP.00I0 MAR 19 2018
ST. Lucie COUtityj ParMittIng
fob Information:
Contractor.
SOUTHERN CITY DEVELOPMENT INC
Job Name:
VOSSENICOD
Engineering Cover Sheet
Job #: 84828
Date: 12/21/2017 3:16:04 PM
Address: — — — —
SILVER OAK DR.
FT. PIERCE FL 34982
L. Truss designs meet the criteria of FBC 2010 and/or FBC 2014 (5th edition)
Gravity - Roof (psi): TC LL 20 TC DL 7 BC DL 10 BC LL 0 Total: 37
Wind: ASCE 7-10 170 MPH Exposure: B -Closed Risk Category: Residential - CAT II
DL TO RESIST WIND TC 4.00 BC 6.00
Gravity - Floor (psi): TC LL 0 TC DL 0 BC DL 0 BC LL 0 Total: 0
The following truss designs have been prepared with Alpine/ITW proprietary software, and reviewed by Richard A. Siver P.E. Florida Registered
Engineer # 65698. This cover sheep 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</ITW at 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/TPI I Section 2.
The Identity of the structural Engineer of Record has not
been provided as of the seal date. �8__ CAN N E D
BY
Ot Lucie County
Order
ID
Date Order
ID
Date
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133
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B5
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B2
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A14
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A15
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I A13
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A16
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Al2
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All
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A17
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A18
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A19
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A20
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A22
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C3
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C2
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D5
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Cl
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A8
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A7
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D4
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D3
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D2
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D1
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A2
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Al
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A4
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A3
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B1
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B6
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V7
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V9
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E1
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V8
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V10
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M1
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M3
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M2
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C1'::
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CJ10'
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CJSA
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CJSB
12/21/201
49
{� /
51
J64
12/'Z,1/2017 52 I
EJ4E3 ! I .`
If a digital seal is affixed to this dociment, printed copies without original signature must be verified using the o9&al:electro "i°cg
5C_ E"aMa""RS Page 1 of 2
APP 0 N 0 3 2QiQ
�nl�-3k 77737
J`nb #: 84828 Date: 12/21/2017 3:16:04 PM
d
Order
ID
Date Order
ID
Date
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EAC
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EJ4A
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AA
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J4
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EAD
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J3
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EA
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J2
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J2A
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V6
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V5
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V4
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V3
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V2
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V1
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If a digital seal Is affixed to this document, printed copies without original signature must be verified using the original electronic version
SQEngMasterRS
Page 2 of 2
' Job iJumber: 84828 Ply: 1 SEQN: 26091 / T12 / COMN
/SOUTHERN CITY DEVELOPMENT /VOSSEN/COD /BLG Qty: 2 FROM: DRW:
Truss Label: B3 Wgt: 205.8 Ibs ... / ...
12/21 /2017
T
T
1
4.
18, I' 17'8-1/4'•
L 17,8" 171-12"
2- #— 62-1/4• ---I-- 65-3i4" --}-2'
i-r—{
Loading Criteria (psi)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
Des Ld: 37.00
B
Mea
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 10.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.57 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 M-31 :T1 2x4 SP #2:
Bot chord 2x4 SP #2 :B5, B6 2x4 SP M-31:
Webs 2x4 SP #2
:Lt Level Return 2x4 SP #2:
:Rt Level Return 2x4 SP #2:
Lumber value set "1313" uses design values
approved 1/30/2013 byALSC
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
Right cantilever is exposed to wind
18'4-114"
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): 0,038 M 999 360
B 499 / 197 / 235 /- / 329 / 8.0
Lu: NA Cs: NA
VERT(TL): 0.121 M 999 240
J 2021 / 392 / 1245 / - / - / 8.0
Snow Duration: NA
HORZ(LL): 0.024 J - -
Q 637 / 240 / 503 / - / - / 4.5
HORZ(TL): 0.073 J
B / 163
Code / Misc Criteria
Creep Factor: 1.5
Wind reactions based on MWFRS
Bldg Code: FBC 2014 RES
Max TC CSI: 0.949
B Min Brg Width Req = 1.5
TPI Std: 2007
Max BC CSI: 0.373
J Min Brg Width Req = 1.7
Rep Factors Used: Yes
Max Web CSI: 0.727
Q Min Brg Width Req = 1.5
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Bearings B, J. & Q are a rigid surface.
Plate Type(s):
WAVE, HS
VIEW Ver: 17.02.01A.1114.21
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 60 0 D-E 812 -92
B - C 124 -171 E - F 392 - 478
C- D 893 -147 F- G 56 0
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
guire extreme care in. fabriyV.ting handling, shipping, installing. and bracing._ Refer to and follow the latest
:sua8n or wens snau nave Dracing instauea per ts�
as shown above and on the Join Details, unless
a division of ITW Buildin Components G
conformance with ANSI PI 1, or for har
this drawin indicates acceptance f
;e of this gnawing for any structure gs
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-N
160 -113
K-J
521
-851
N - M
206 - 244
J - 1
329
- 253
M - L
86 -191
I - H
329
- 253
M - C
178 - 69
H - F
562
- 482
L-K
84 -193
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
A-0 3 0 J -D 325 -1120
L-C 307 0 J-E 515 -833
C- K 529 - 774 E- H 405 0
K-D 101 -66 P-G 3 0
of
failure to build the 3670 COMMEI
1 or cover pa e SEBRI
,n. The sui9ability (86$
Job Plumber: 84828 Ply: 1 SEQN: 26093 / T19 / COMN
/SOUTHERN CITY DEVELOPMENT NOSSEN/COD /BLG Qty: 2 FROM: DRW:
Truss Label: B4 Wgt: 196.0 Ibs .. / ... 12/2112017
` 1 7'8"
6--2' -{-67-114• 65-3i4'--)-2,
I- 2' —1
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 170 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
Des Ld: 37.00 EXP: B
NCBCLL: 10.00 Mean Height: 15.00 ft
TCDL: 4.0 psf
Soffit: 10.00 BCDL: 6.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: h!2 to h
Spacing: 24.0 " C&C Dist a: 3.52 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 :T1 2x4 SP #2:
Bot chord 2x4 SP #2
Webs 2x4 SP #2
:Lt Level Return 2x4 SP #2:
Lumber value set "13B" uses design va!ues
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
(0.113"x2.5",min.)nails @ 6" OC.
(b) #3 or better scab reinforcement. Same size & 800,S
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" OC.
Plating Notes
(++) - This plate works for both joints covered.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Dr6X12
35'2'
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): 0.055 M 999 360
B 546 / 188 / 276 /- / 303 / 8.0
Lu: NA Cs: NA
VERT(TL): 0.184 M 999 240
J 2015 / 413 / 1163 / - / - / 8.0
Snow Duration: NA
HORZ(LL): 0.034 G - -
P 432 / 174 / 328 / - / - / 8.0
HORZ(TL): 0.114 J
B / 244
Code / Misc Criteria
Creep Factor: 1.5
Wind reactions based on MWFRS
Bldg Code: FBC 2014 RES
Max TC CSI: 0.935
B Min Brg Width Req = 1.5
TPI Std: 2007
Max BC CSI: 0.863
J Min Brg Width Req = 2.4
Rep Factors Used: Yes
Max Web CSI: 0.731
P Min Brg Width Req = 1.5
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Bearings B, J, & P are a rigid surface.
Plate Type(s):
WAVE, HS
VIEW Ver: 17.02 011A 1114 21
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 60 0 D-E 791 -15
B - C 125 - 236 E - F 318 - 446
C - D 868 - 57
RICHARD A. SIVER
P.E.
#65698
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - N
170 - 80
K - J
435
- 830
N-M
219 -244
J-1
316
-214
M-L
145 -236
I-H
316
-214
M-C
136 -27
H-G
319
-212
L - K
142 - 238
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
A-O 3 0 J-D 374 -11;.
L- C 308 0 J- E 540 - 869
C- K 532 - 779 E- H 411 0
K - D 136 - 86 F - G 317 - 357
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme are in fabricating handling, sh! ping, installing and bracing. Refer to and follow the latest edition of
f Safety Information, b TPI and SBCA) for safety practices prior to performing these functions. Installers shall prov
BCSI. Unless noted o herwise,too chard shall have properly attached structural sheathingg and bottom chord shall I
did ceiling Locations she wn fur p'e manent lateral restraint of webs shall have brac!n insjalled per BCSI sections !
'le. Apply plates to each face of truss and position as shown above and on the Joint9Deteil., unless noted otherw
60A-Z for standard plate positions.
a division of
TPI 1, or fort
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 sui[ability (863)385-8242
Job Dumber: 84828 Ply: 1 SEQN: 27187 / T1 / COMN
SOUTHERN CITY DEVELOPMENT NOSSEN/COD /BLG City: 1 FROM: DRW:
Truss Label: 35 Wgt: 172.2 Ibs I .. / ... 12/21/2017
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0 0C•
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 10.00
Load Duration: 1.25
Spacing: 24.0 "
18'
17'8"
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 170 mph
Enclosure: Closed
'Risk Category: II
EXP: B .
Mean height: 15.00 ft
TCDL: 4.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.52 ft
Loc. from endwall: not in 9.00 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP M-31 :T1 2x4 SP #2:
Bot chord 2x4 SP #2
Webs 2x4 SP #2
:Rt Stub Wedge 2x4 SP #2:
:Lt Level Return 2x4 SP #2:
Lumber value set "1313" uses design values
approved 1/30/2013 byALSC
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.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
17'2"
17'6"
35'2"
Snow Criteria (Pg.Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in Ioc Udefl U#
Pf. NA Ce: NA
VERT(LL): 0.025 K 999 360
Lu: NA Cs: NA
VERT(TL): 0.062 K 999 240
Snow Duration: NA
HORZ(LL): 0.015 K - -
HORZ(TL): 0.038 K -
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.963
TPI Std: 2007
Max BC CSI: 0.797
Rep Factors Used: Yes
Max Web CSI: 0.978
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE, HS
VIEW Ver: 17.02.01A.1114.21
RICHARD A. SIVER
P.E.
#65698
T
01H0308(Gl)
N
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 743 / 225 / 449 / - / 303 / 8.0
M 1539 / 354 / 824 / - / - / 8.0
N 570 / 166 / 398 /- / - / 8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
M Min Brg Width Req = 1.8
N Min Brg Width Req = 1.5
Bearings B, M, & N are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs) .
Chords Tens.Comp. Chords Tens. Comp
A- B 60 0 D- E 309 - 27
B - C 415 - 753 E - F 439 725
C - D 308 - 84
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - K 587 - 260 I - H 560 - 250
K - J 583 - 262 H - G 560 - 250
J - 1 583 - 262 G - F 563 - 249
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
A- L
3 0
D- 1
247 - 567
K- C
384 0
I- E
532 - 806
C- 1
542 - 849
E- G
363 0
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
reqquire extreme care in fabricating, handling, shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nenf Safety. Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary.
per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperl
G riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310.1SCOSTA CORPORATION
cable. Apply plates to each ,ace of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to WOOD STEEL OR TIMBER
is 160A-Z fOr S Oates
plate positions. ROOF OR 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] 1, or for handlinj shipping, installation and bracing of trussesA seal on this drawing or cover page , , SEBRING, FL 33870
this drawing indicates acceRtance i f pro essrona engineering responsibility solely for the design shown. The suifabrlrty (863)385-e242
e of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job dumber: 84828 Ply: 1 SEQN: 26927 / T57 / COMN
/SOUTHERN CITY DEVELOPMENT /VOSSEN/COD /BLG City: 1 FROM: DRW:
Truss Label: B2 Wgt: 260.4 Ibs .. / ... 12/21/2017
i 15'4" 915-11/16" -F 10,10-9116"-��
15'6" 1
22 1 4�
17'8" } 17'8-12" 3 V"
r"+-2'6'2.1/4- 65-3/4'-+2' -i- 18'4-1/4' 2'-I
i-21
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: B
Des Ld: 37.00 D
Des d::
Mean Height: 15.00 ft
.00
TCDL: 4.0 psf
Soffit: 10.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.57 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 :T3. T6 2x4 SP M-31:
Bot chord 2x4 SP #2 :B3 2x4 SP M-31:
Webs 2x4 SP #2
:Lt Level Return 2x4 SP #2:
:Rt Level Return 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 56 plf at
-2.13 to
56 pif at
18.00
TC: From 28 plf at
18.00 to
28 plf at
33.50
TC: From 56 pif at
33.50 to
56 plf at
37.82
BC: From 22 plf at
-2.13 to
22 plf at
-2.00
BC: From 20 plf at
0.00 to
20 plf at
0.67
BC: From 22 plf at
0.67 to
22 plf at
9.02
BC: From 20 plf at
9.02 to
20 plf at
15.33
BC: From 22 plf at
15.33 to
22 pif, at
17.33
BC: From 10 plf at
17.33 to
10 plf at
33.47
BC: From 20 plf at
33.47 to
20 plf at
35.69
BC: From 22 plf at
37.69 to
22 plf at
37.82
PLB: From 20 plf at
-1.96 to
20 pif at
-0.10
PLB: From 20 pif at
35.79 to
20 pif at
27.64
TC: 6 lb Conc. Load at 19.44,21.44,23.44,25.44
27.44,29.44,31.44
TC: 17 lb Conc. Load at 33.47.
BC: 30 lb Conc. Load
at 19.44,21.44,23.44,25.44
27.44,29.44,31.44
BC: 70 lb Conc. Load at 33.47
Wind
Right cantilever is exposed to wind
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 U#
VERT(LL): 0.059 W 999 36
VERT(TL): 0.154 W 999 24
HORZ(LL): 0.034 Q - -
HORZ(TL): 0.085 Q
Creep Factor: 1.5
Max TC CSI: 0.850
Max BC CSI: 0.764
Max Web CSI: 0.650
Mfg Specified Camber:
VIEW Ver: 17.02.01A.1114.21
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC @ 24" OC
RICHARD A. SIVER
P.E.
#65698
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 559 /204 /- /- /- /8.0
U 1695 / 502 / - / - / - / 8.0
AA 611 /295 /- /- /- /4.5
B / 306
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
U Min Brg Width Req = 2.0
AA Min Brg Width Req = 1.5
Bearings B, U. & AA are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - B
60 - 26
1- K
0
- 657
B - C
122 - 255
J - M
431
- 54
C- D
628 -110
K- L
0
- 654
D - G
571 - 96
L - M
77
- 847
E - F
405 -122
M - N
193
- 644
F - H
313 -77
N - O
254
-444
G - J
596 -123
O - P
56
- 25
H - 1
517 - 259
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - X
184
- 75
U - T
423
- 90
X-W
105
-61
T-S
625
-190
W - V
107
- 94
S - R
625
-190
W-C
118
0
R-Q
339
-189
V - E
107
- 94
Q - O
600
- 359
E - U
225 -1029
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
A-Y
3 0
I-T
274
0
V- C
294 0
T- L
104
- 236
C-E
179 -645
J-K
132
0
D- E
134 - 278
L- R
123
0
U- F
364 - 924
R- N
413
0
U - 1
243 - 927
Q - N
110
- 27
G- H
205 - 620
Z- P
3
0
H - J
222 - 361
""'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling, shi ing, installing and bracing.Refer to and follow the latest edition of BCSI (Buildin(
t Safety Inforiaution, by TPI and'SBCA) for safe�y practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted o,heiwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper;
j�id ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10 SCOSTA C - RPORATION
ile. Apply plates to eacri face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer 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 PI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover pa e , , SEBRING, FL 33B70
drawing indicates acce tance of professiona engineering responsibility solely for the design shown. The suigability (863)385-8242
�f this drawing,
for any a rructure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
Job Number: 84828 Ply: 1 SEQN: 26913 / T76 /HIPS
/SOUTHERN CITY. DEVELOPMENT /VOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: A14 Wgt: 229.6 Ibs .. / ... 12/21/2017
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: B
Mean Height: 16.071
TCDL: 4.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h to 2h
.C&C Dist a: 3.20 ft
Loc. from endwall: not in 9.00 ft
G'pi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP M-31 :T3, T4 2x4 SP #2:
Bot chord 2x4 SP #2
Webs 2x4 SP #2
Lumber value set "1313" 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
End verticals not exposed to wind pressure.
16'2-12" 1s'242"
19,5••
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 L/defl L/#
VERT(LL): 0.059 1 999 360
VERT(TL): 0.1381 999 240
HORZ(LL): -0.075 D - -
HORZ(TL):-0.172 E
Creep Factor: 1.5
Max TC CSI: 0.516
Max BC CSI: 0.907
Max Web CSI: 0.767
Mfg Specified Camber:
VIEW Ver: 17.02. 01 A. 1114.21
RICHARD A. SIVER
P.E.
#65698
127'
♦ Maximum Reactions (Ibs)
Loc R /U /Rw !Rh /RL /W
0 1216 /91 /642 /- /247 /8.0
P 1205 / 89 / 627 ! - / - / B.0
Wind reactions based on MWFRS
0 Min Brg Width Req = 8.0
P Min Brg Width Req = 1.5
Bearings O & P are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - B 727 -1575 D - E 752 -1329
B-C 711 -1214 E-F 560 -1145
C - D 743 -1129
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Con•,,7
N - M 429 - 462 K - 1 1113 - 384
M-L 1331 -551 J-H 23 -3
L-K 1331 -551 H-G 16 -14
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
A-N
621 -1144
D-1
231
-114
A-M
1392 -519
I-J
93
0
N - 0
585 -1215
I - E
208
- 79
M - B
217 - 94
I - H
979
- 407
B - K
343 - 436
E - H
399
- 607
C - K
696 - 416
H - F
1078
- 432
K-D
319 -380
F-G
613
-1151
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAINING 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 (Buildini
it Safety. Information, by TPI'and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary.
r BCSI. Unless noted olherMse,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erl
ggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or �10
SCOSTA
CORPORATION
ale. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to
60A-Z for standard plate positions.
WOOD STEEL OR TIMBER
ROOF A FLOOR TRUSSES
ivision of ITW Buildin$Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
iformance with ANSI PI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or
3670 COMMERCE CENTER DRIVE
cover pa a .
drawing indicates acceptance of profess one engineering responsibility solely for the design shown. The suigabiirty
3f this �awing for any structure is the responsibility of the guliding Designer Der ANSI/TPI 1 Sec.2.
SEBRING, FL 33870
(963)385-8242
Job Number: 84828 Ply: 1 1 SEQN: 27027 / T81 / HIPS
/SOUTHERN CITY DEVELOPMENT A1OSSEN/COD /BLG City: 1 FROM: DRW:
Truss Label:. I'd5 Wgt:240.8Ibs I ... / ... 12/21/2017
r
Loading Criteria (psq
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7.10
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.U0
Risk Category: II
EXP: B
Des Ld: 37.00
Mean Height: 15.97 ft
NCBCLL: 10.00
TCDL: 4.6 psf
Soffit: 10.00
BCDL:6.0'psf
Load Duration: 1.25
MWFRS Parallel Dist: h to 2h
Spacing: 24.0 "
C&C Dist a: 3.20 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 :T1 2x4 SP M-31:
Bot chord 2x4 SP #2
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. £0%
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
End verticals not exposed to wind pressure.
Right cantilever is exposed to wind
14'10
isxs r3
C 0-15xs
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): 0.136 K 999 360
Lu: NA Cs: NA
VERT(TL): 0.512 K 692 240
Snow Duration: NA
HORZ(LL): -0.166 E - -
HORZ(TL): -0.390 E
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.874
TPI Std: 2007
Max BC CSI: 0.840
Rep Factors Used: Yes
Max Web CSI: 0.973
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.01A.1114.21
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
Trusses require extreme care in fabricating,handling, ship pmg, installing and bracing. Refer to and follow the latest
Componentt Safety. Information, b TPI anc: for safety practices prior to performing these functions. Installers
bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom cl
attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI
as applicabgle. App�y plates to each face of truss and position as shown above and on the Joint -Details, unless no
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawir
truss in conformance with ANSI PI 1, or for handling shippin , installation and bracing of trussesA seal on this di
"stingthis drawingg indicates acceptance of rofessiona engmeenn responsibility solely for the design
and use of this drawing for any structure 61he responsibility of the Building Designer per ANSI/TPI 1 Sec,
13'
■l
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
R 1124 / 90 1608 / - / 240 / 8.0
1 1300 / 88 / 730 / - /- / 8.0
Wind reactions based on MWFRS
R Min Brg Width Req = 8.0
I Min Brg Width Req = 1.5
Bearings R & I are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - B 678 -1422 D - E 691 - 9�a
B - C 701 -1080 E - F 638 -1077
C - D 696 - 874 F - G 174 - 37
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
Q - P 415 - 449 M - K 865 - 272
P - 0 1191 - 502 L - J 64 - 39
O - N 1191 - 502 J -1 617 - 263
N-M 874 -281 I-H 9 -14
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
A - Q
594 -1050
K - E
103
- 86
A - P
1239 - 461
K - J
583
- 226
Q - R
561 -1123
K - F
384
- 90
P-B
249 -79
J -F
156
-18
B - N
312 - 505
F - I
640
-1299
C-N
313 -106
I-G
214
-141
M - D
255 - 203
G - H
56
- 54
K - L
107 0
of
failure to buildthe
tthe 3570 COMMERCE CENTER
n r The rsuaTabili SEBRING, FL 33870
ty (863)385-8242
Job Number: 84828 Ply: 1 SEQN: 26911 / T75 / HIPS
/SOUTHERN CITY DEVELOPMENT NOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: Ala Wgt: 236.6 Ibs .. / .., 12/21/2017
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 10.00
Load Duration: 1.25
Spacing: 24.0 "
T
M
0
1
Wind Criteria
Wind Std: ASCE 7-10
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: B
Mean Height: 15.57 ft
TCDL: 4.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.20 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013j
Top chord 2x4 SP M-31 :T3, T4 2x4 SP #2:
Bot chord 2x4 SP M-31 :B2 2x4 SP #2:
Webs 2x4 SP #2
Lumber value set "l3B" 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.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
End verticals not exposed to wind pressure.
1
19'5"
4'7"
32'
132-12" �I
5'11-1/4" {� 67-3/4" �{
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): 0.056 B 999 360
Lu: NA Cs: NA
VERT(TL): 0.131 B 999 240
Snow Duration: NA
HORZ(LL): -0.063 B - -
HORZ(TL):-0.147 E - -
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.555
TPI Sid: 2007
Max BC CSI: 0.425
Rep Factors Used: Yes
Max Web CSI: 0.744
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE i
VIEW Ver: 17.02.01A.1114.21
RICHARD A. SIVER
P.E.
#65698
T
CS
d
n
1
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
P 1216 /110 /654 /- /214 /8.0
Q 1204 / 96 / 639 / - / - / 8.0
Wind reactions based on MWFRS
P Min Brg Width Req = 8.0
Q Min Brig Width Req = 1.5
Bearings P & Q are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - B 777 -1583 D - E 786 -1299
B - C 1020 -1578 E - F 730 -1436
C - D 783 -1084
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
O- N 368 - 399 K- 1 7 - 6
N - M 1067 - 426 J - H 1222 - 550
M - L 1067 - 426 I - G 18
L - J 1229 - 556
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
A - 0
652 -1147
L - E
203
- 226
A- N
1396 - 574
K- J
97
0
O-P
619-1214
E-H
251
-226
B- N
503 - 473
H- 1
295
0
N - C
486 - 316
H - F
1269
- 571
C-L
204 -133
H-G
2
-4
L-D '
315 -83
F-G
649
-1148
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating handling, shipping, installing. and bracing., Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propper)
attached rigid ceiling Locations shoved for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or I 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 TRUSSO;
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 DRI)
truss in conformance with ANSI/ rPl 1, or for handling shipping, installation and bracing oftrussesA seal on this drawing or cover page SEBRING, FL 33870
listing this drawing indicates acceptance of rofesslona engineering responsibility solely for the design shown. The sui ability (863)385-8242
and use of this cawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
Jo0qumber: 84828 Ply: 1 SEQN: 26918 / T82 / HIPS
/SOUTHERN CITY DEVELOPMENTNOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: A16 Wgt: 236.6 Ibs .. / ... 12/21/2017
Loading Criteria (psi)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
Des Ld: 37.00
EXP: B
Mean Height: 15.47 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 10.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h to 2h
Spacing: 24.0 "
C&C Dist a: 3.20 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 "l3B" 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 Bd: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. 1 28"x3",min.)nails C1 6" OC.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
End verticals not exposed to wind pressure.
Right cantilever is exposed to wind
13'10" = 5'4" -, 12'10"�
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
30'
32'
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.047 L 999 360
VERT(TL): 0.111 L 999 240
HORZ(LL): -0.066 B - -
HORZ(TL): -0.142 D
Creep Factor: 1.5
Max TC CSI: 0.629
Max BC CSI: 0.661
Max Web CSI: 0.949
Mfg Specified Camber:
VIEW Ver: 17.02. 01 A. 1114.21
RICHARD A. SIVER
P.E.
#65698
11
13'
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
P 1124 /107 /615 /- /208 /8.0
H 1300 / 105 / 737 ! - /- / 8.0
Wind reactions based on MWFRS
P Min Brg Width Req = 8.0
H Min Brg Width Req = 1.5
Bearings P & H are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - B 705 -1403 D - E 685 -1092
B-C 731 -1173 E-F 172 -37
C - D 705 - 901
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Corrp, Chords Tens. Comp
O - N 355 - 396 K - 1 16 - 2
N - M 1192 - 547 I - H 605 - 274
M-L 1192 -547 H-G 10 -14
L - J 968 - 355
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
A - 0
606 -1064
J - D
236
- 29
A - N
1265 - 521
J - 1
606
- 275
0 - P
577 -1123
J - E
381
- 95
N-B
219 -146
I-E
167
-19
B - L
256 - 305
E - H
659
-1293
C-L
365 -78
H-F
215
-145
C-J
131 -218
F-G
56
-54
J -K
109 0
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Itextreme care in fabricating, handling, shi pmg, installing and bracing., Refer to and follow the latest edition of BCSI (Building
rt Safety 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
a3id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10 COSTA O PO ATION
'le. Apply plates to each face of truss and position as shown above and on the JoinCDetaiL% unless noted otherwise. Refer to WOOD STEEL OR TIMBER
60A-Z for standard plate positions. ROOF OR FLOOR TRUSSES
!vision of ITW BuildiFi 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 pa e . _ SEBRING, FL 33870
rawing indicates acceptance 9f professional engineering responsibility solely for the design shown. The sui9 blllty (863)385-8242
�f this ri�awing for anv structure Is Gie responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
IV
Job Number: 84828 Ply: 1 SEQN: 26908 / T74 / HIPS
/SOUTHERN CITY DEVELOPMENT /VOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: Al2 Wgt: 228.2 Ibs / ... 12/21/2017
L 122-1/2^ V.
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 10.00
Load Duration: 1.25
Spacing: 24.0 "
d
1
Wind Criteria
Wind Std: ASCE 7-10
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: B
Mean Height: 15.07 ,t
TCDL: 4.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.20 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 :T1 2x4 SP M-31:
Bot chord 2x4 SP #2
Webs 2x4 SP #2
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 1 Od 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
End verticals not exposed to wind pressure.
32'
19'5" i
ill.
1116•
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ 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): 0.056 M 999 360
Q 1216 / 125 1656 / - / 182
/ 8.0
Lu: NA Cs: NA
VERT(TL): 0.153 L 999 240
R 1205 / 112 / 641 / - /-
/ 8.0
Snow Duration: NA
HORZ(LL): -0.054 E - -
Wind reactions based on MWFRS
HORZ(TL): -0.127 E -
Q Min Brg Width Req = 8.0
Code / Misc Criteria
Creep Factor: 1.5
R Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.876
Bearings Q & R are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.606
Rep Factors Used: Yes
Max Web CSI: 0.583
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):
A - B 774 -1524 D - E
829 -1361
WAVE
VIEW Ver: 17.02.01A.1114.21
B - C 850 -1395 E - F
605 -1133
C-D 811 -1174
RICHARD A. SIVER
P.E.
#65698
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Come.
P-0 307 -343 L-J 5 -21
0 - N 1298 - 623 K - I 1190 - 490
N - M 1298 - 623 J - H 14 - 27
M-K 1195 -510 H-G 17 -14
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
A- P
660 -1153
I- J
220
0
A - 0
1382 - 610
I - D
326
- 32
P-Q
628-1215
I-E
316
-64
O - B
218 -195
I - H
985
- 437
B - M
172 - 224
E - H
428
- 663
C - M
340 -41
H - F
1063
-492
C - 1
149 -156
F - G
662
-1149
L-K
7 -74
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricatingp handling, shi ping, installing and bracing. Refer to and follow the latest edition of
t Safety Information, by TPI and'SBCA) for safe practices prior to performing these functions. Installers shall prop
BCSI. Unless noted oyherwise,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 ins ailed per SCSI sections
ile. Apply plate. 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
I NI 1, or for r
acceptance
any structure
his drawing,any failure to build the 3670 COMMERCE CENTER
on this drawing or cover pa e SEBRING, FL 33870
ie design shown. The suitability (863)385-8242
JobilUumber: 84828 Ply: 1 SEQN: 26903 / T73 / HIPS
/SOUTHERN CITY DEVELOPMENT NOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: All Wgt: 210.0 Ibs .. / 12/21/2017
i _ 192-1/2"
12'T'
9'2-1/2" —{
12
s p
T1
W3
�1gX5
>-E
W
WS
/4X6A
T.W9
T (a)
L
81 K J B2;.�
.l l 4X4 z3X6 -4X4
I
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 170 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
EXP: B
Des Ld: 37.00 Mean Height: 15.00 ft
NCBCLL: 10.00 TCDL: 4.0 psf
Soffit: 10.00 BCDL: 6.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: h to 2h
Spacing: 24.0 " C&C Dist a: 3.20 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
Webs 2x4 SP #2
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) lx4 #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
End verticals not exposed to wind pressure.
32'
19,5"
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): 0.061 C 999 360
Lu: NA Cs: NA
VERT(TL): 0.144 C 999 240
Snow Duration: NA
HORZ(LL): -0.042 D - -
HORZ(TL): -0.106 A
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.597
TPI Std: 2007
Max BC CSI: 0.508
Rep Factors Used: Yes
Max Web CSI: 0.822
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 17.02.01A.1114.21
WAVE, HS
RICHARD A. SIVER
P.E.
#65698
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
M 1216 /140 /652 /- /152 /8.0
N 1205 / 128 / 638 / - /- / 8.0
Wind reactions based on MWFRS
M Min Brg Width Req = 6.0
N Min Brg Width Req = 1.5
Bearings M & N are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 813 -1591 C - D 909 -1403
B - C 910 -1406 D - E 680 -1259
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
L - K 285 - 297 I - G 0 - 25
K - J 285 - 297 G - F 35 - 4
J - H 1327 - 614
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A- L
680 -1129
H- 1
0
- 42
A - J
1344 - 564
H - G
1136
- 494
L-M
637 -1215
H-D
872
-418
B - J
285 -14
G - D
502
- 684
B - H
179 -136
G - E
1068
- 481
C - H
203 - 272
E - F
684
-1124
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s require extreme care in fabricatingg handling, shi ping, installing and bracing., Refer to and follow the latest edition of BCSI (Buildini
Went Safety Information, by TPI and'SBCA) for safety practices prior to pertorming these functions. Installers shall provide temporary
per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperl
d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 810 SCOSTA CORPORATION
icable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted othervvise. {2efer to WOOD STEEL OR TIMBER
I
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 pa a SEBRING, FL 33870
this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability (863)385-8242
ce of this gnawing for any structure is the responsibility of the 6uIlding Designer per ANSI/TPI 1 Sec.2.
JobiNumber: 84828 Ply: 1 SEQN: 26901 / T72 / HIPM
/SOUTHERN CITY DEVELOPMENT /VOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: A10 Wgt: 224.0 Ibs ! ... 12/21/2017
T
1
■1
m
'7
1
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BOLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 10.00
Load Duration: 1.25
Spacing: 24.0 "
L 8'2-1/2"
i' 23'9-1l2"
Wind Criteria
Wind Std: ASCE 7-10
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: B
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.20 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 #2
Webs 2x4 SP #2
Lumber value set "1313" uses design values
approved 1/30/2013 byALSC
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.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
End verticals not exposed to wind pressure.
19'5"
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
32'
Deff/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.080 D 999 360
VERT(TL): 0.187 D 999 240
HORZ(LL): -0.053 H - -
HORZ(TL): -0.083 H
Creep Factor: 1.5
Max TC CSI: 0.413
Max BC CSI: 0.757
Max Web CSI: 0.972
Mfg Specified Camber:
VIEW Ver: 17.02.01A.1114.21
RICHARD A. SIVER
P.E.
#65698
12'7"
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
0 1216 /161 /664 /- /122 /8.0
P 1205 / 299 / 587 / - / - / 8.0
Wind reactions based on MWFRS
0 Min Brg Width Req = 8.0
P Min Brg Width Req = 1.5
Bearings O & P are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A-B 813-1560 D-E 921 -1634
B - C 955 -1644 E - F 483 - 890
C - D 955 -1644
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
N - M 113 - 435 K - 1 1647 - 930
M-L 1314 -858 J-H 23 -10
L-K 1314 -858 H-G 0 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
A - N
633 -1143
D - 1
306 - 311
A- M
1382 - 434
I- J
98 0
N - 0
610 -1215
I - E
989 - 578
B-M
181 -124
I-H
915 -503
B - K
469 -156
E - H
762 -1079
C - K
235 - 272
H - F
1349 - 732
K - D
67 - 50
F - G
699 -1156
—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 (Buildinr
f Safety Information, b TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary'
BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperl
d�id ceiling Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10 SCOSTA CORPORATION 'Ie. App?y plates to each face ofptruss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to WOOD STEEL OR TIMBER
60A-Z for standard plate positions. ROOF bR FLOOR TRUSSES
vision 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
lformance with ANSI/. 11, or for handling shippinlq, installation and bracing of trussesA seal on this drawing or cover pa e , , SEBRWG, FL 33s7o
drawing indicates acceptance of-iotessiona engineering responsibility solely for the design shown. The suitability (853)385.8242
�f this drawing for any structure is tie responsibility of the Building Designer Der ANSI/TPI 1 Sec.2.
0
JoOVumber: 84828 Ply: 1 SEQN: 26899 / T69 / HIPM
/SOUTHERN CITY DEVELOPMENT NOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: A9 Wgt: 210.0lbs / ... 12/21/2017
i
T
io
TM
1
1
25'9-1/2"
32'
19'5" 127"
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: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.115 D 999 360
0 1216 / 163 / 642 / - / 92 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.268 D 999 240
p 1205 / 291 / 577 / - / - / 8.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.045 H - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: BMean Height: 15.00 ft
HORZ(TL): -0.071 H
O Min Big Width Req = 8.0
NCBCLL: 10.00
TCDL: 4.0 psf
Code / Misc Criteria
Creep Factor: 1.5
P Min Brg Width Req = 1.5
Soffit: 10.00
BCDL: 6.0 pst
Bldg Code: FBC 2014 RES
Max TC CSI: 0.487
0 & P are a rigid s
Bearings surface.
Load Duration: 1.25
MWFRS Parallel Dist: h to 2h
TPI Std: 2007
Max BC CSI: 0.741
Spacing: 24.0 "
C&C Dist a: 3.20 It
Rep Factors Used: Yes
Max Web CSI: 0.993
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
A - B 815 -1502 D - E 1093 - 2004
GCpi: 0.18
Plate Typa(s):
VIEW Ver: 17.02.01A.1114.21
Wind Duration: 1.60
WAVE
B - C 1104 -1971 E - F 548 -1034
C - D 1104 -1971
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
Wind
End verticals not exposed to wind pressure.
RICHARD A. SIVER
P.E.
#65698
"WARNING— READ A14D FOLLOW ALL NOTES ON THIS DRAWING]
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this
conformance with ANSI PI 1, or for handling shipping, installation and bracing of trussesA seal on
this drawing,indicates acceptance of rofessional engineerin responsibility solely for the
;e of this rawing for any structure is the responsibility of the E�uilding Designer per ANSI/TPI
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
N- M 72 - 325 K- I 2022 -11 W I
M - L 1283 - 828 J - H 30 -15
L'- K 1283 - 828 H- G 0 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
A - N
646 -1165
D - I
295 - 294
A- M
1401 - 522
I- J
99 0
N-0
631 -1215
I-E
1187 -668
B - M
218 - 235
I - H
1063 - 568
B - K
845 - 350
E - H
767 -1120
C - K
332 - 374
H - F
1447 - 766
K - D
92 - 65
F - G
686 -1156
SCOSTA CORPORATION
WOOD STEEL OR TIMBER
ROOF bR FLOOR TRUSSES
failure to build
the 3670 COMMERCE CENTER DRIVE
orhersiaSEBRING, FL 33870nTubility (863)385-8242
JoboNumber: 84828 Ply: 1 SEQN: 26124 / T83 / HIPM
/SOUTHERN CITY DEVELOPMENT /VOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: A17 Wgt: 235.2 Ibs .. / ... 12/21/2017
f 21'2„
1
1
32'
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: 7.00
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: B
Des Ld: 37.00
Mean Height: 15.22 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Code / Misc Criteria
Soffit: 10.00
BCDL: 6.0 psf
Bldg Code: FBC 2014 RES
Load Duration: 1.25
MWFRS Parallel Dist: h to 2h
TPI Std: 2007
Spacing: 24.0 "
C&C Dist a: 3.20 it
Rep Factors Used: Yes
Loc. from endwall: not in 9.0o ft
FT/RT:20(0)/10(0)
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
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
Bracing
(b) lx4 #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.
Plating Notes
All plates are 4X4 except as noted.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC @ 24" OC
Wind
End verticals not exposed to wind pressure.
PLATING NOTES
All plates are 4X4 except as noted.
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.055 C 999 360
VERT(TL): 0.129 C 999 240
HORZ(LL): 0.019 G - -
HORZ(TL): 0.043 G
Creep Factor: 1.5
Max TC CSI: 0.734
Max BC CSI: 0.665
Max Web CSI: 0.804
Mfg Specified Camber:
VIEW Ver: 17.02.01A.1114.21
P.E.
#65698
10,10', -{
14
?X4
♦ Maximum Reactions (Ibs), or "=PLF
Loc R /U /Rw /Rh /RL /W
L 1198 / 323 / 597 / - / 162 / 8.0
M' 459 / 54 / 263 / - / - / 32.0
Wind reactions based on MWFRS
L Min Brg Width Req = 1.5
M Min Brg Width Req = -
Bearings L & M are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - B 441 - 761 D - E 656 -1149
B - C 660 -1076 E - F 111 - 63
C - D 660 -1076
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
L - K 313 - 64 I - H 968 - 359
K - J 787 -150 H - G 1663 - 825
J - 1 968 - 359
Maximum Web Forces Per Ply (Ibs) -
Webs
Tens.Comp.
Webs
Tens. Comp.
A - L
735 -1143
J - D
175 - 37
A-K
1241 -719
D-H
137 -20
K- B
664 - 822
H- E
238 0
B - J
477 - 328
E - G
623 -1264
C - J
345 - 381
F - G
180 -129
"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 (Buildirr,
Component Safety. Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper)
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 610 SCOSTA CORPORATION
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf"Details, unless noted otherwise. refer to WOOD STEEL OR TIMBER
drawings 160A-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/ fPI 1. or for handlingf shipping, installation and bracing of trussesA seal on this drawing or cover page . , SEBRING, FL 33870
listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suigability (863)385-8242
and use of this drawing,
for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
s
JoblNumber: 84828 Ply: 1 SEQN: 26963 / T24 / COMN
/SOUTHERN CITY DEVELOPMENT NOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: Al Wgt: 232.4 Ibs .. / ... 12/21/2017
15,10"
=3X8(B1)
a�
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: B
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 10.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h to 2h
Spacing: 24.0 "
C&C Dist a: 3.90 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 #2
Bot chord 2x4 SP #2
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.
(c) 2x6 #3 or better "T" reinforcement. 80% length of
web member. Attach with 16d Box or Gun
(0.135"x3.5",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
Right end vertical not exposed to wind pressure.
Additional Notes
Provide hanger or special connection at right end of
truss for 1470 lbs.
`*Wii
39'
U
ro
M
bi
ro
11
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ 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): 0.139 K 999 360
A 1481 / 203 / 894 / - / 236 / 8.0
Lu: NA Cs: NA
VERT(TL): 0.326 K 999 240
G 1470 / 370 / 752 / - / -
/ -
Snow Duration: NA
HORZ(LL): 0.054 H - -
Wind reactions based on MWFRS
HORZ(TL): 0.126 H
A Min Brg Width Req = 1.7
Code / Misc Criteria
Creep Factor: 1.5
G Min Brg Width Req = -
Bldg Code: FBC 2014 RES
Max TC CSI: 0.924
Bearing A is a rigid surface.
TPI Std: 2007
Max BC CSI: 0.910
Rep Factors Used: Yes
Max Web CSI: 0.895
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):
A - B 1218 - 2726 D - E
655 -1202
WAVE
VIEW Ver: 17.02.01A.1114.21
B - C 1044 -2075 E - F
655 -1202
C - D 975 -1756
RICHARD A. SIVER
P.E.
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp. Chords Tens. Comp
A - M 2357 -1420 J - 1 1750 - 975
M - L 2354 -1422 1 - H 1750 975
L- K 2354 -1422 H- G 0 0
K - J 1769 -1046
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
M-B
321 0
D-H
469 -801
B - K
438 - 668
E - H
436 - 473
C - K
541 -115
H - F
1722 - 938
C-J
106 -112
F-G
853 -1408
J - D
306 0
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
reqquire extreme care in fabricating handling, shi pping, installing and bracing. Refer to and follow the latest edition of BCSI (Buildirn
Went Safety Information, b TPI and SBCA) for safety practices pnor to performing these functions. Installers shall provide temporaryf er BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper)
Sri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10 SCOSTA CORPORATION
cable. Apply plate- to each face of truss and position as shown above and on the JoinCDetaiIs, unless noted otherwise. I?efer 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 Dili
conformance with ANSI PI 1, or for handlZ shipping, installation and bracing of trussesA seal on this drawing or cover page , . SEBRING, FL 33870
this drawing Indicates acceptance of pro esslonal engineering responsibility solely for the design shown. The suitability (863)385-8242
;e o this yawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2.
11
Job Number: 84828 Ply: 1 SEQN: 26966 / T21 / COMN
/SOUTHERN CITY DEVELOPMENT NOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: Al Wgt: 239.4 Ibs .. / ... 12/21/2017
13'10"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: B
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 10.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h to 2h
Spacing: 24.0 "
C&C Dist a: 3.90 ft
Loc. from endwall: not in 9.00 It
GCp!: 0.16
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 by ALSC
Bracing
(a) 1x4 #2 SYP,HF,OR SPF "T" reinforcement. 80%
length of web member. Attach with 8d Box or GLn
(0. 1 13"x2.5",min.)nails @ 6" OC.
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 1470 lbs.
25'2"
39'
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 L 999 360
A 1481 / 205 / 875 / - / 206
/ 8.0
Lu: NA Cs: NA
VERT(TL): 0.354 L 999 240
H 1470 / 362 / 736 / - / -
/ -
Snow Duration: NA
HORZ(LL): 0.056 1 - -
Wind reactions based on MWFRS
HORZ(TL): 0.130 1
A Min Brg Width Req = 1.7
Code / Misc Criteria
Creep Factor: 1.5
H Min Brg Width Req = -
Bidg Code: FBC 2014 RES
Max TC CSI: 0.595
Bearing A is a rigid surface.
TPI Std: 2007
Max BC CSI: 0.739
Rep Factors Used: Yes
Max Web CSI: 0.969
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):
A - B 1285 - 2767 D - E
984 -1822
WAVE
VIEW Ver: 17.02.01A.1114.21
B - C 1138 -2216 E - F
984 -1822
C - D 1149 - 2075 F - G
608 -1137
RICHARD A. SIVER
,P.E.
#65698
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - 0 2403 -1442 L - K 2078 -1153
O - N 2400 -1444 K - J 2078 -1153
N - M 2400 -1444 J - 1 1184 - 640
M-L 1905-1118 I-H 0 0
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
0-B
275 0
E-J
Z75 -313
B - M
385 - 567
J - F
970 - 523
C - M
458 -109
F - I
768 -1134
C - L
255 - 89
I - G
1708 - 914
L - D
141 - 65
G - H
836 -1420
D - J
258 - 390
""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, ship Ing, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen Safety Information, by TPI and 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 properg
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 pgates to each face of truss and position as shown above and on the Joinf 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 BuildinggComponents 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 pa e , , SEBRING, FL 33870
listing this drawing, indicates acceptance of pro fessronaT engineerin responsibility solely for the design shown. The sui ability (863)385-8242
and use of this i}awing for any s,ructu: Z' is tin responsibility of the Bquilding Designer per ANSIITPI 1 Sec.2.
f
Joh Number: 84828 Ply: 1 SEQN: 26972 / T20 / COMN
/SOUTHERN CITY DEVELOPMENT /VOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: A20 Wgt: 232.4 Ibs .. / ... 12/21/2017 `
1— 11,10" }- 27'2"
=5X8
12
-4X4 -6X6 =4X4
D E T2 F
G T2 _ 6 H
6 � o4X5C
W3
W3
W3 W�
(a)
(a)
W4
W4
a
W3
W1 W2
W3 c5
In
04X4A54
B1 P 0 N B2 M L K B3 J I
D-ya 1112X4 —3X6 —04 —04 3X6 —4X10 —4X6
39'
�-- 2' --{
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: 7.00
Speed: 170 mph
Pf. NA Ce: NA
VERT(LL): 0.181 E 999 360
B 1618 / 427 / 957 / - / 272 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.423 E 999 240
1 1466 / 423 / 718 / - / -
/ -
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.059 J - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: 6Mean Height: 15.00 It
HORZ(TL): 0.137 J
B Min Brg Width Req = 1.9
NCBCLL: 10.00
TCDL: .0 psf
Code / Misc Criteria
Creep Factor: 1.5
1 Min Brg Width Req = -
Soffit: 10.00
BCDL: 6psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.732
Bearing
g B is a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007
Max BC CSI: 0.773
Spacing: 24.0 "
C&C Dist a: 3.90 ft
Rep Factors Used: Yes
Max Web CSI: 0.946
Maximum Top Chord Forces Per
Ply (Ibs)
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
A - B 60 0 E - F
1170 -2204
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.01A.1114.21
B - C 1309 -2748 F - G
1170 -2204
Lumber
C - D 1215 -2344 G - H
744 -1413
Value Set: 13B (Effective 6/1/2013)
D - E 1311 -2412
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Maximum Bot Chord Forces Per Ply (Ibs)
Webs 2x4 SP #2
Chords Tens.Comp. Chords
Tens. Comp.
:Lt Level Return 2x4 SP #2:
B - P 2386 -1420 M - L
2422 -1321
Lumber value set "l3B" uses design values
P - 0 2384 -1422 L - K
2422 -1321
approved 1/30/2013 by ALSC
0 - N 2384 -1422 K - J
1467 -781
N- M 2038 -1177 J -1
0 0
Bracing
(a) 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.
(0.113"x2.5",min.)nails @ 6" OC.
A- Q 3 0 E- K
205 - 294
Purlins
P - C 208 0 F - K
296 - 338
In lieu of rigid ceiling provide lateral bracing to brace
C - N 282 - 399 K - G
996 -526
BC @ 24" OC
D - N 402 -74 G - J
754 -1105
Wind
D - M 501 - 221 J - H
1891 - 995
M - E 233 -196 H - 1
826 -1412
Right end vertical not exposed to wind pressure.
Additional Notes
Provide hanger or special connection at right end of
truss for 1466 lbs.
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, 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 o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperg
attached rg id 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 bR FLOOR TRUSSES
Alpine, a division of ITW Bulldin 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 pa e SEBRING, FL 33870
listing this drawing indicates acceptance of professional engineerin 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 �uilding Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.aiDineitw.com: TPI: www.toinst.ora: SBCA: www.sbcindustrv.com, ICb www.inmafa ara
1 JoVNumber: 84828
/SOUTHERN CITY DEVELOPMENT NOSSEN/COD /BLG
Truss Label: A21
i. 9'10"
Ply: 1 SEQN: 26975 / T18 / COMN
Qty: 1 FROM: DRW:
Wgt:214.2lbs / ... 12/21/2017
29'2"
m4X4 - -6X6 m4X4 r�
-3XB(B1
�04X4A �
F- 2' "I
U N M- ----- v L K J 63 I H
1112X4 —4X4 =H0308=4X10 -5X6 1113X6
39'
TT
EnS6
1�
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 Udefl U#
Loc R / U / Rw / Rh / RL / W
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 10.00
Load Duration: 1.25
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: B
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h/2 to h
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
VERT(LL): 0.206 D 999 360
VERT(TL): 0.482 D 967 240
HORZ(LL): 0.058 C - -
HORZ(TL): 0.136 C
Creep Factor: 1.5
Max TC CSI: 0.984
Max BC CSI: 0.878
B 1618 / 434 / 935 / - / 231 / 8.0
H 1466 / 418 / 707 / - / - / -
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
H Min Brg Width Req = -
Bearing B is a surface.
rigid
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Spacing: 24.0 "
C&C Dist a: 3.90 ft
Loc. from endwall: not in 9.00 ft
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Max Web CSI: 0.819
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 60 0 D - E 1430 - 2737
GCpi: 0.18
Plate Type(s):
[VI FEW Ver: 17.02. 01 A. 1114.2 1
Wind Duration: 1.60
WAVE, HS
B - C 1277 -2604 E - F 1430 -2737
C - D 1523 - 2853 F - G 934 -1801
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 :T1 2x4 SP M-31:
Bot chord 2x4 SP #2 :B1 2x4 SP M-31:
Webs 2x4 SP #2
:Lt Level Return 2x4 SP #2:
Lumber value set "1313" 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 c9iling 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 1466 lbs.
RICHARD A. SIVER
#65698
—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, shi ping, installing and bracing. Refer to and follow the latest
nent Safety. Information, b• TPI and SBCA) for safety practices prior to performing these functions. Installers
CriBer BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom ct
rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin insTalled per BCSI
ie. Appiy plates to each face of truss and position as shown above and on the Join Details, unless nol
Is 16OA-Z for standard plate positions.
a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawin
conformance with ANSI ITPI 1, or for handlinj shipping, installation and bracing of trussesA seal on this dr
this drawing indicates acceptance of pro essiona engineering responsibility solely for the design
;e of this yawing or any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - N 2226 -1279 K - J 2870 -1538
N - M 2232 -1277 J - 1 1864 - 978
M- L 2232 -1277 I- H 0 0
L - K 2870 -1538
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
A- 0
3 0
E- J
328 - 373
C- N
363 0
J- F
1068 - 553
C - L
753 - 359
F - I
744 -1080
L - D
288 - 300
1 - G
2186 -1134
D-J
131 -163
G-H
819 -1408
of
ins 03, rsr or tsiu-
kefer to
SCOSTA CO PO ATION
ierwise.
WOOD STEEL OR TIMBER
ROOF bR FLOOR TRUSSES
failure to build the
3670 COMMERCE CENTER DRII
I or cover page _
SEBRING, FL 33870
n. The sui ability
(863)385-8242
Jolt Number: 84828
/SOUTHERN CITY DEVELOPMENT NOSSEN/COD /BLG
Truss Label: A22
Ply: 1
Qty: 1
Wgt: 305.2 Ibs
SEQN: 27015 / T28 / COMN
FROM: DRW:
12/21 /2017
12
6p
=4X6 A3 B
=4X6 A3�
��$4X4A 11
P
0-T4
J I
f- 2;
31'2"
= D ==-10X10 =5X8
C=8X8 T2 E F T3 —8X1?G
1m r
N M L 82 K J
1113X8 =H0710 =4X10 =5X14=H0710
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
Des Ld: 37.00
EXP: B
Mean Height: 15.00 ft
NCBCLL: 0.00
TCDL: 4.0 psf
Soffit: 10.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.90 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x8 SP 2400f-2.0E .T1 2x4 SP M-31:
Bot chord 2x8 SP 2400f-2.OE
Webs 2x4 SP #2 :W4 2x4 SP M-31:
:Lt Level Return 2x4 SP #2:
Lumber value set "1313" 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.
Loading
#1 hip supports 7-10-0 jacks with no webs.
Left side jacks have 7-10-0 setback with 0-0-0 cant
and 2-1-9 overhang. End jacks have 7-10-0 setback
with 0-0-0 cant and 2-1-9 overhang. Right side jacks
have 0-0-0 setback with 0-0-0 cant and 0-0-0
overhang.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Right end vertical not exposed to wind pressure.
39'
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
Pf: NA Ce: NA
VERT(LL): 0.373 E 999 360
p 3284 / 854-
Lu: NA Cs: NA
VERT(TL): 0.887 E 525 240
H 3380 / 845-
Snow Duration: NA
HORZ(LL): 0.071 C - -
Wind reactions based on MWFRS
HORZ(TL): 0.168 C
P Min Brg Width Req = 2.7
Code / Misc Criteria
Creep Factor: 1.5
H Min Brg Width Req = -
Bldg Code: FBC.2014 RES
Max TC CSI: 0.651
Bearing P is a rigid surface.
TPI Std: 2007 Max BC CSI: 0.452
1115X14
/W
/ 8.0
TCo T
c�
Rep Factors Used: No
Max Web CSI: 0.984
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):
A - B 60 -26 D - E 2185 - 8781
WAVE, HS
VIEW Ver: 17.02. 01 A. 1114.21
B - C 1680 -6683 E - F 2185 -8781
Additional Notes
C - D 2184 - 8769 F - G 1470 - 5931
Provide hanger or special connection at right end of
truss for 3380 Ibs.
Maximum Bot Chord Forces Per Ply (Ibs)
RICHARD A. SIVER
P.E.
#65698
Chords Tens.Comp. Chords Tens. Comp.
B - N 5936 -1470 K - J 6120 -1545
N - M 5901 -1469 J - 1 6120 -1545
M -'L 5901 -1469 I - H 12 - 3
L - K 8848 - 2228
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
A- O
3 0
E- K
509 - 884
N - C
893 -15
K - F
2950 - 709
C - L
3197 - 795
F - I
948 - 2382
L - D
593 -1053
I - G
6539 -1620
D - K
48 - 75
G - H
927 - 3207
"'WARNING* READ ;ND 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
q Safety Information, by TPI an eSBCA) for safety practices pnor to performing these functions. Installers shall prop
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall
id ceiling Locations shown forpermanent lateral restraint of webs shall have bracin ins alted per BCSI sections
e. AppTy plates to each face of truss and position as shown above and on the Joini9Details, unless noted otherw
60A-Z for standard 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 3670 COMMERCE CENTER DRIVE
conformance with ANSI 1, or for handling' shipping, installation and bracing of trussesA seal on this drawing or cover page , , SEBRING, FL 33670
this drawing indicates acceptance of professlona1 engineering responsibility solely for the design shown. The sui[abdrty (863)385-8242
,e of this yawing for any structure is the responsibility of the 9uildma Desianer oer ANSI/TPI 1 Sec_2_
t Job -Number; 84828 Ply: 1 SEQN: 26129 / T52 / SPEC
/SOUTHERN CITY DEVELOPMENT, /VOSSEN/COD /BLG City: 1 FROM: DRW:
Truss Label: C3 Wgt: 170.8 Ibs .. / ... 12/21/2017
2'
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.u0
Risk Category: II
Des Ld: 37.00
EXP: BMean
Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 10.00
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 M-31 :82 2x4 SP #2:
Webs 2x4 SP #2
:Lt Level Return 2x4 SP #2:
Lumber value set "1313" 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
(0.113"x2.5",min.)nails @ 6" OC.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left cantilever is exposed to wind
157" i13,3„
28'2"
28'10"
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): 0.061 J 999 360
0 1273 / 339 / 750 10 / 253 / 8.0
Lu: NA Cs: NA
VERT(TL): 0.144 J 999 240
P 1048 / 274 / 563 /- /-
/ 8.0
Snow Duration: NA
HORZ(LL): 0.018 H - -
Wind reactions based on MWFRS
HORZ(TL): 0.046 H - -
0 Min Brg Width Req = 1.5
Code / Misc Criteria
Creep Factor: 1.5
P Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.515
Bearings 0 & P are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.728
Rep Factors Used: Yes
Max Web CSI: 0.440
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):
A - B 61 0 D - E
627 -1175
WAVE
VIEW Ver: 17.02.01A.1114.21
1 B - C 192 -743 E - F
655 -1175
C - D 721 -1653 F - G
676 -1438
RICHARD A. SIVER
P.E.
#65698
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - M 1335 - 344 K - J 1410 - 583
M - L 736 - 261 J - 1 1242 - 524
L - K 1410 - 583 1- H 32 - 29
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp, Webs Tens. Comp
A-N
3 0
E-J
593
-191
M - C
564 - 775
J - F
261
- 314
C - L
824 - 550
F - I
201
-119
L- D
223 0
I- G
1231
-495
D - J
328 - 504
G - H
539
-1003
"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, byy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall prop
BCSI. Unless noted otherwise,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 I
r e. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherw
60A-Z for standard plate positions.
a division of ITW BuildinhComponents 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 pa e
this drawingg indicates acceptance of professional engineerin responsibility solely for the design shown. The suiFability
,e of this r7�awing for any structure Ic the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
SCOSTA CORPORATION
WOOD STEEL OR TIMBER
ROOF bR FLOOR TRUSSES
3670 COMMERCE CENTER DRIt
SEBRING, FL 33870
(863)385-8242
JoO Number: 84828
/SOUTHERN CITY DEVELOPMENT IVOSSEN/COD /BLG
Truss Label: C2
Ply: 1 SEQN: 26945 / T3 / HIPS
Qty: 1 FROM: DRW:
Wgt: 236.6 Ibs Page 1 of 2 .. / ...
12/21/2017
3-10-
i--- 2' -{
Loading Criteria (psi)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
Des Ld: 37.00
EXP: B
Mean Height: 15.00 f:
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 10.00
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 M-31 :T3, T5 2x4 SP #2:
Bot chord 2x6 SP M-14 :82 2x6 SP #2:
Webs 2x4 SP #2
:Lt Slider 2x4 SP #2: BLOCK LENGTH = 1.917'
:Lt Level Return 2x4 SP #2:
Lumber value set "1313" 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) 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.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Left cantilever is exposed to wind
11,91, i 11.91, i 1161,
2s7-
28'10"
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ 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): 0.183 T 999 360
B 2040 / 870 / - ! - / -
/ 8.0
Lu: NA Cs: NA
VERT(TL): 0.426 T 785 240
W 1446 / 477 / - / - / -
/ 8.0
Snow Duration: NA
HORZ(LL): 0.037 Q - -
Wind reactions based on MWFRS
HORZ(TL): 0.087 Q
B Min Brg Width Req = 2.4
Code / Misc Criteria
Creep Factor: 1.5
W Min Brg Width Req = 1.7
Bldg Code: FBC 2014 RES
Max TC CSI: 0.707
Bearings B & W are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.768
Rep Factors Used: Yes
Max Web CSI: 0.929
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):
B - C 477 -1215 H - J
0 -464
WAVE
VIEW Ver: 17.02.01A.1114.21
A - B 63 -28 I - L
568 -1469
C - D 1285 - 3015 J - K
24 - 558
D - E 1129 - 2672 K - M
24 - 558
E - F 284 - 572 L - N
764 - 2031
E - G 981 - 2397 M - N
24 - 552
F - H 287 - 585 N - 0
680 - 2299
G - 1 561 -1455 0 - P
39 - 38
RICHARD A. SIVER
P.E.
#65698
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - U 2599 -1107 S - R 3627 -1288
U - T 3627 -1288 R - Q 1136 - 434
T- S 3627 -1288
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
A- V
3 0
1-1
967
- 307
B - C
865 -1957
J - L
202
- 562
D- U
299 - 50
K- R
286
0
U - H
179 -1149
R - O
1169
- 242
F-G
498 -125
L-M
212
0
G - J
410 - 922
0 - Q
703
-1794
H-T
1124 -301
P-Q
47
-26
H - R
637 -1449
I
"WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Nina extreme care in fabricating A rid ing, sh ping,_ installing and bracing.. Refer to and follow the _latest edition of
.1-wii 1U1 ciuJancnr mielai resuamr or wens snan nave Dracln instaneo per tiubl sections 63, B7 'or B10- SCOSTA COR.POR ATIO� 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 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES
a division of ITW BuilZhComponents 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 pa gge , , SEBRING, FL 33870
this drawing indicates acceptance of proress ona engmeenn responsibility solely for the design shown. The sui[abili y (863)385-8242
;e of this drawing for any structure is the responsibility of the Rullding Designer per ANSI/TPI 1 Sec.2.
a
84828
/SOUTHERN CITY DEVELOPMPdT NOSSEN/COD /BLG
C2
Special Loads
-----(Lumber Dur.Fac.=1.25 / Plate
Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to
56 plf at
3.83
TC: From 28 plf at 3.83 to
28 plf at
11.27
TC: From 56 plf at 11.27 to
56 plf at
27.29
TC: From 56 plf at 27.33 to
56 plf at
28.83
BC: From 22 plf at -2.13 to
22 plf at
-2.00
BC: From 20 plf at 0.00 to
20 pif at
3.86
BC: From 10 plf at 3.86 to
10 plf at
11.27
BC: From 20 plf at 11.27 to
20 plf at
28.83
PLB: From 20 plf at -1.96 to
20 plf at
-0.10
TC: 98 lb Conc. Load at 3.86
TC: 77 lb Conc. Load at 5.90, 7.90
TC: 79 lb Conc. Load at 9.90
BC: 34 lb Conc. Load at 3.86
BC: 15 lb Conc. Load at 5.90. 7.90
BC: 62 lb Conc. Load at 9.90
BC: 993 lb Conc. Load at 11.27
Ply: 1 SEQN: 26945 / T3 / HIPS
Qty: 1 FROM:
Wgt: 236.6 lb s Page 2 of 2
RICHARD A. SIVER
P.E.
#65698
DRW:
12/21 /2017
**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 SCSI (Building
t Safety Information, bV TPI anc3 SBCA) for safety practices prior to pertorming these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erl '
�id ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or �10
e. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. {2efer to 0 ST E 0 T BEES
60A-Z for standard plate positions.
rgg Components Group:lnc. shall not be responsible for anY deviation from this drawing,any failure to build the truss in conformanc
fPl 1, or for handing, shipping, installation and bracing o ,trusses. A seal on this drawing or cover pa a listing this drawing,
acceptance of proiessronaf en3ineering responsibility solely for the design shown. The suitability and use of this (863)385-8242
�r any structure is the responsibTty of the Building Designer per ANSI/TPI gSec.2.
Job Number: 84828
/SOUTHERN CITY DEVELOPMENT /VOSSEN/COD /BLG
Truss Label: D5
Ply: 1 SEQN: 26935 / T64 / HIPS
Qty: 1 FROM:
Wgt: 145.6 Ibs
DRW:
1— 310"
io
c
m
io
c�
rV
43%i6'
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Sid: ASCE 7-10
TCDL: 7.00 Speed:- 170 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
Des Ld: 37.00 EXP: B
NCBCLL: 0.00 Mean Height: 15.00 ft
TCDL: 4.0 psf
Soffit: 10.00 BCDL: 6.0 psf
Load Duration: 1.25 MWFRS Pamllel l'3iat: 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 #2 :T2 2x4 SP M-31:
Bot chord 2x4 SP M-31
Webs 2x4 SP #2
:Lt Level Return 2x4 SP #2:
Lumber value set "13B" uses design values
approved 1/30/2013 byALSC
Loading
#1 hip supports 3-10-0 jacks with no webs.
Left side jacks have 3-10-0 setback with 0-0-0 cant
and 2-1-9 overhang. End jacks have 3-10-0 setback
with 0-0-0 cant and 2-1-9 overhang. Right side jacks
have 3-10-0 setback with 0-0-0 cant and 0-0-0
overhang.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
87 87'
24'
3' 10" -�
12/21 /2017
Snow Criteria (Pg,Pf in PSF) I Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# I Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA
VERT(LL): 0.069 K 999 360
B 1160 1279 / - / - / -
/ 8.0
Lu: NA Cs: NA
VERT(TL): 0.171 K 999 240
1 1069 / 227 / - / - / -
18.0
Snow Duration: NA
HORZ(LL): 0.023 J - -
Wind reactions based on MWFRS
HORZ(TL): 0.056 J
B Min Brg Width Req = 1.5
Code / Misc Criteria
Creep Factor: 1.5
1 Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.907
Bearings B & I are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.334
Rep Factors Used: No
Max Web CSI: 0.100
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):
A - B 45 - 26 E - G
269 -1165
WAVE
VIEW Ver: 17.02.01 A.1114.21
B - C 367 -1970 F - G
139 - 852
C - D 295 -1752 G - H
338 -1826
D - E 269 -1165 H - 1
409 - 2043
D - F 96 - 778
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp,
Chords Tens. Comp.
B - M 1720 - 307
K - J 1498 - 298
M - L 1498 - 298'
J - 1 1791 - 348
L - K 1498 - 298
Maximum Web Forces
Per Ply (Ibs)
Webs Tens.Comp.
Webs Tens. Comp.
A-N 0 0
F-K 248 0
C-M 115 0
F-J 321 -35
M-F 245 0
J-H 123 0
E - F 442 0
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 fabricatingg handling, shi gg, installing and bracing. Refoadfoowthe latestedition ofSfetyInformaton,bTPanrlSBCA)forsafeprctcespriortopertormingthese functionsInstallersshallv��Itl ceilingnlLocatonsohownforpoermanent lateestfraPnt of webs shallrhave braclnppthnsalled per BCShsectionsl I
/1e. AppT plates to each face of truss and position as shown above and on the JoinfDetails, unless noted .the.
60A-Z for standard plate positions.
yr V r vvn I nua�
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
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
this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sunabdlty (863)385-8242
le of this drawing for any structure is the responsibility of the Buildinq Desioner Der ANSI/TPI 1 Sec_2
Job'Number: 84828
/SOUTHERN CITY DEVELOPMENT /VOSSEN/COD /BLG
Truss Label: C1
h-- 37'
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
Des Ld: 37.00
EXP: BMean
Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 10.00
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
:Lt Stub Wedge 2x4 SP #2:
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 56 plf at 0.00 to , 56 plf at 3.17
TC: From 28 plf at 3.17 to 28 plf at 16.00
TC: From 56 plf at 16.00 to 56 plf at 17.50
BC: From . '.,0 plf at 0.00 to 20 plf at 3.20
BC: From 10 plf at 3.20 to 10 plf at 17.50
TC: 98 lb Conc. Load at 3.20,15.97
TC: 77 lb Conc. Load at 5.25, 7.23, 9.23, 9.94
11,94,13.94
BC: 34 lb Conc. Load at 3.20,15.97
BC: 15 lb Conc. Load at 5.23, 7.23, 9.23, 9.94
11.94,13.94
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
Provide hanger or special connection at left end of
truss for 811 Ibs.
Ply: 1 SEQN: 26940 / T36 / HIPS
Qty: 1 FROM: DRW:
Wgt: 113.4 Ibs .. / ... 12/21/2017 "
6'5" f 6'4-1/2" 1'6"
E=5X6
17'6"
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): -0.041 C 999 360
Lu: NA Cs: NA
VERT(TL): 0.081 C 999 240
Snow Duration: NA
HORZ(LL): -0.014 J - -
HORZ(TL): 0.028 J -
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.583
TPI Std: 2007
Max BC CSI: 0.689
Rep Factors Used: Yes
Max Web CSI: 0.279
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.01A.1114.21
RICHARD A. SIVER
P.E.
#65698
!X4
&T6"
1
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
A 811 /521 /- /- /- / -
N 829 / 578 / - / - / - / 8.0
Wind reactions based on MWFRS
A Min Brg Width Req = -
N Min Brg Width Req = 1.5
Bearing N is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - B
936 -1347
E - G
550 - 768
B - C
808 -1159
F - G
278 - 390
C - D
349 - 521
G - H
737 -1029
C - E
550 - 768
H - 1
28 - 48
D - F
278 - 390
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - M 1149 - 800 L - K 1012 - 723
M - L 1012 - 723 K - J 561 - 394
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
B - M 111 - 20 K - H 476 - 348
M-D 190 -79 H -J 617 -888
D - K 227 - 24 I - J 23 - 55
E - F 284 - 92
`*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 ping, installing and bracing. Refer to and follow the latest edition of BCSI
t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide to
BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have
ceiling Locations shown for permanent lateral restraint of webs shall have bracin ins�alled per BCSI sections B3, B;
e. Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise.
50A-Z for standard plate positions.
a division of ITW BuildMComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER
conformance with ANSI/TPI 1, or for handlin shippin , installation and bracing of.trussesA seal on this drawing or cover pa e , , sMMERCG, C NTE
3870
this drawing indicates acceptance of pro) essiona� engineerinQ responsibility solely for the design shown. The suifability (863)385-8242
;e of this gnawing for any structure is the responsibility of.the 6ulldina Desioner oer ANSI/TPI 1 Sec2.
Job Number, : 4828 Ply: 1 SEQN: 26164 / T31 / HIPM
/SOUTHERN CITY DEV%LOPMENT /VOSSEN/COD /BLG Qty: 1 FROM:,
DRW:
Truss Label: A8 Wgt: 141.4 Ibs .. / ... 12/21/2017
=3X5(A
ma
r 10'2-1/2" • i. 17'5-1/2"
Loading Criteria (psf) I Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.Ob
Speed: 170 mph
BCLL: 0.00
`Enclosure: Closed
BCDL: 10.00
Risk Category: II
Des Ld: 37.00
EXP: B
Mean Height: IS. 00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 10.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: > 2h
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 :T1 2x4 SP #2:
Bot chord 2x4 SP M-31
Webs 2x4 SP #2
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Bracing
• (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.
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 1 Od 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
Right end vertical not exposed to wind pressure
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
27'8"
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.064 1 999 360
VERT(TL): 0.150 1 999 240
HORZ(LL): 0.018 B - -
HORZ(TL): 0.041 B
Creep Factor: 1.5
Max TC CSI: 0.470
Max BC CSI: 0.403
Max Web CSI: 0.995
Mfg Specified Camber:
VIEW Ver: 17.02.01A.1114.21
RICHARD A. SIVER
P.E.
#65698
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
A 1052 / 175 / 612 / - / 152 / 8.0
J 1041 /281 /520 /- /- /8.0
Wind reactions based on MWFRS
A Min Brg Width Req = 1.5
J Min Brg Width Req = 1.5
Bearings A & J are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 928 -1856 C - D 720 -1319
B - C 779 -1569 D - E 720 -1319
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - 1 1612 -1040 H - G 1355 - 780
1 - H 1355 -780 G-F 0 0
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
B - 1
296 - 293
D - G
507 - 568
C - 1
445 - 30
G - E
1532 - 836
C-G
71 -107
E-F
619 -970
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"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 (Buildin!
t Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pper,
did ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810 S --RCO Pn A ---I
'le. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherw!se.. Refer tc wooD STEEL oR TIMBER
BOA-Z for standard plate positions. ROOF bR FLOOR In
vision 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
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
drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The sui[ability (863)385 8242
>f this drawing for any structure is tYte responsibility of the 6uildin i Desianer oer ANSI/TPI 1 Ser.2_
A Jotf Number: $4828 Ply: 1 SEQN: 26003 / T16 / SPEC
/SOUTHERN CITY DEVELOPMENT /VOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss -Label: A7 Wgt:140.0lb. / ... 12/21/2017
L 10,
4-�1_16"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.0�t
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
Des Ld: 37.00
EXP: B
Mean HeiCht: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 10.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: > 2h
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 :T2, T3 2x4 SP #2:
Bot chord 2x4 SP M-31
Webs 2x4 SP #2
Lumber value set "1313" 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
(0.113"x2.5",min.)naiIs @ 6" OC.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Right end vertical not exposed to wind pressure.
1'6" t 16,2"
27'8"
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ 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): 0.071 C 999 360
A 1052 / 157 / 596 / - / 149 / 8.0
Lu: NA Cs: NA
VERT(TL): 0.167, C 999 240
J 1041 / 265 / 513 / - /-
/ 8.0
Snow Duration: NA
HORZ(LL): 0.024 B - -
Wind reactions based on MWFRS
HORZ(TL): 0.057 B
A Min Brg Width Req = 1.5
Code / Misc Criteria
Creep Factor: 1.5
J Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.770
Bearings A & J are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.453
Rep Factors Used: Yes
Max Web CSI: 0.909
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):
A - B 831 -1698 C - D
813 -1513
WAVE
VIEW Ver: 17.02. 01 A. 1114.21
B - C 882 -1562 D - E
813 -1513
RICHARD A. SIVER
P.E.
#65698
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - 1 1421 - 828 H - G 1669 - 954
1 - H 1669 -954 G-F 0 0
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
B - 1
937 - 340
D - G
475 - 528
I - C
439 - 735
G - E
1708 - 917
C - G
160 -177
E - F
609 - 973
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s require extreme care in fabricating, handling, shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Buildin(
Went Safety. Information, byy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper)
d riggid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610 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 BuildinggComponents 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 of professiona engineering responsibility solely for the design shown. The sui[ability (863)385-8242
re of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
r Job Number: 84828 Ply: 1 BEGIN: 26005 / T42 / SPEC
/SOUTHERN CITY DEVELOPMENT /VOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: A6 Wgt: 138.6 Ibs .. / ... 12/21/2017
10,
f--.2'
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
Des Ld: 37.00
EXP: B
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 10.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: > 2h
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 :T1 2x4 SP M-31:
Bot chord 2x4 SP M-31
Webs 2x4 SP #2
:Lt Level Return 2x4 SP #2:
Lumber value set 13B" uses design values
approved 1/30/2013 byALSC
Bracing
(a) 1x4 #2 SYP,HF,OR SPF "T" reinforcement. 80%
length of web member. Attach with 8d Box or Gran
(0. 1 13"x2.5", min.) nails @ 6" OC.
Purlins -
In lieu of rigid ceiling prcvide lateral bracing to brace
BC@24"OC
Wind
Right end vertical not exposed to wind pressure.
C=-5X6
3'6" } 14'2"
27'8"
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(I-Q: 0.105 D 999 360
Lu: NA Cs: NA
VERT(TL): 0.241 D 999 240
Snow Duration: NA
HORZ(LL): 0.035 C - -
HORZ(TL): 0.079 C -
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.805
TPI Std: 2007
Max BC CSI: 0.536
Rep Factors Used: Yes
Max Web CSI: 0.987
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE, HS
VIEW Ver: 17.02.01A.1114.21
RICHARD A. SIVER
P.E.
#65698
1
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1156 /159 /680 /- /169 /8.0
L 1037 / 239 1498 ! - / - / 8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
L Min Brg Width Req = 1.5
Bearings B & L are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A- B 45 0 D- E 937 -1775
B - C 848 -1679 E - F 937 -1774
C-D 913-1606
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - J 1398 - 771 I - H 2164 -1241
J-1 2164-1241 H-G 18 -13
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
A-K 0 0 E-H 416 -460
C - J 972 - 355 H - F 1938 -1020
J - D 667 -1035 F - G 596 - 980
D - H 335 - 430
"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 �IngInstalling and bracingRefertoand foothe ltesteioofBCSI(Buildin)tSafetyInformationb TPanSBCAfosafepractices pnor toperformingthesefunctgions. Installersshallrovide temporyItl ceilingnlLocstloensohownfor oermanent latelrestralntlof websshallhave braCien thnstalled per BCShseetional B3vB7 oro10eApplyplastoeach faceotrussand posin as shown above and on the Joinl9Details, unless noted otherwise. kefer to 60A-Z for standard plate positions.
KUUr UK rLUUK TKU55E5
a dn' n 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 AN PI
PI 1, or for handlingf shipping, installation and bracing of trussesA seal on this drawing or cover pa a SEBRING, FL 33870
this drawingg indicates acceptance of ro essronaf engineerin�g responsibility solely for the design shown. The suig bility (863)385-8242
e of this thawing for any structure is tie responsibility of the t3uilding Designer per ANSI/TPI 1 Sec.2.
q
Job'Number: 84828 Ply: 1 1 SEQN: 26008 / T40 / SPEC
/SOUTHERN CITY DEVELOPMENT /VOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: A5 Wgt: 151.2 Ibs .. / ... 12/21/2017
f 10' i5'6"
Loading Criteria (psi)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
B
Des Ld: 37.00
Mea
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 10.00
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 :T2 2x4 SP #2:
Bot chord 2x6 SP M-14
Webs 2x4 SP #2
:Lt Level Return 2x4 SP #2:
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Bracing
(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.
Special Loads
--(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to 56 plf at 20.94
TC: From 28 plf at 20.94 to 28 plf at 27.67
BC: From 22 plf at -2.13 to 22 plf at -2.00
BC: From 20 plf at 0.00 to 20 plf at 20.94
BC: From 10 plf at 20.94 to 10 plf at 27.67
TC: 110 lb Conc. Load at 20.94
TC: 97 lb Conc. Load at 22.94,24.94,26.94
BC: 580 lb Conc. Load at 20.06
BC: 81 lb Conc. Load at 20.94
BC: 78 lb Conc. Load at 22.94,24.94,26.94
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Wind
Right end vertical not exposed to wind pressure
C=5X6
27'8"
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): 0.254 1 999 360
Lu: NA Cs: NA
VERT(TL): 0.578 1 571 240
Snow Duration: NA
HORZ(LL): 0.072 C - -
HORZ(TL): 0.165 C
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.692
TPI Std: 2007
Max BC CSI: 0.889
Rep Factors Used: Yes
Max Web CSI: 0.995
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE, HS
I VIEW Ver: 17.02.01A.1114.21
RICHARD A. SIVER
P.E.
#65698
12'2"
co v
rn
n
(V
■1
1
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1384 / 390 / - ! - / - / 8.0
M 1853 1414 /- /- /- /8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.6
M Min Brg Width Req = 2.2
Bearings B & M are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - B 45 - 26 D - E 942 - 4170
B - C 585 - 2207 E - F 942 - 4170
C - D 553 - 2188
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B- K 1873 -461 1- H 4787 -1130 I
K- J 4775 -1133 H- G 28 - 9
J - 1 4775 -1133
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
A- L 0 0 D- H 200 - 675
C - K 1435 - 206 E - H 313 - 525
K - D 721 - 3095 H - F 4409 - 993
D- I 191 0 F- G 446 -1726
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT' FURN)SH 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
t Safety. Information, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall prov
BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall I
d;id ceiling Locations shown for permanent :ateral restraint of webs shall have bracing installed per BCSI sections I
'le. 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
1 HNJV I NI ,1, or tor r
icates acceptance
ng for any structure
failure to build the 3670 COMMERCE CENTER
I or cover page SEBRING, FL 33870
,n. The sui ability (863)385-8242
Jab Number: 84828
/SOUTHERN CITY DEVELOPMENT NOSSEN/COD /BLG
Truss Label: D4
Ply: 1 SEQN: 26947 / T35 / COMN
Qty:4 FROM: DRW:
Wgt:102.21bs I ... /
12/21 /2017
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BOLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 10.00
Load Duration: 1.25
Spacing: 24.0 "
01
12' 12'
Ea4X4
24'
r-- 2' — 8'6-1/2" = 3'5-1/2" — i 3'5-1/2" F 8'6-1/2"
Wind Criteria
Wind Stdi ASCE 7-10
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: B
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h/2 to It
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 M-31
Bot chord 2x4 SP M-31 :132 2x4 SP #2:
Webs 2x4 SP #2
:Lt Level Return 2x4 SP #2:
Lumber value set "13B" uses design values
approved 1/3012013 by ALSC
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
Additional Notes
Provide hanger or special connection at right end of
truss for 1061 lbs.
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 Sid: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.282 1 999 360
VERT(TL): 0.644 1 442 240
HORZ(LL): -0.117 G - -
HORZ(TL): -0.267 G
Creep Factor: 1.5
Max TC CSI: 0.480
Max BC CSI: 0.532
Max Web CSI: 0.091
Mfg Specified Camber:
VIEW Ver: 17.02.01A.1114.21
RICHARD A. SIVER
P.E.
#65698
♦ Maximum Reactions (Ibs)
Loc,R /U /Rw /Rh /RL /W
B 1171 /286 /601 /- /213 /8.0
H 1061 / 235 / 500 / - / - / -
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
H Min Brg Width Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens, Comp
A-B 45 0 E-F 117 -132
B - C 640 -1820 F - G 703 -1477
C - D 681 -1479 G - H 667 -1817
D-E 137 -134
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - K 1529 - 449 J - 1 1535 - 447
K - J 1535 - 447 1 - H 1529 - 449
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
A-L
0 0
E-M
139 -59
C- K
404 0
M- F
685 -1585
D- M
685 -1585
I- G
404 0
—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 (Buildini
t Safety. Information, by TP! an fabricating,
for safety practices prior to performing these functions. Installers shall provide temporary.
BCSI. Unless noted olhermse,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erl
)j!d ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or �10 �"'DW)P ,e. 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
BOA-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 pap , , SEBRING, FL 33870
drawing indicates acceptance 'of rofessiona engineeringg responsibility solely for the design shown. The suifability (BRING, FL 33
r'f this drawing for any structure is the responsibility of the 6uildinq Desiqner oer ANSI/TPI 1 Sec.2.
Job Number: 84828 Ply: 1 SEQN: 27124 / T23 / HIPS
/SOUTHERN CITY DEVELOPMENT /VOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: D3 Wgt: 102.2 Ibs I .. / ... 12/21/2017
io
av'ic
174
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 10.00
Load Duration: 1.25
Spacing: 24.0 "
i 10'4"
3'4" f 10'4"
24'
�-- 2' -{ 8'6-1/2" 3'5-1/2" i— 3'5-1/2" 8'6-1/2"
Wind Criteria
Wind Std: ASCE 7-10
Speed: 170 mph
Enclosure: Closed
Risk CEtegory: II
EXP: B
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 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 M-31 :T2 2x4 SP #2:
Bot chord 2x4 SP M-31 :132 2x4 SP #2:
Webs 2x4 SP #2
:Lt Level Return 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 56 plf at -2.13 to 56 plf at 24.00
BC: From 22 plf at -2.13 to 22 plf at -2.00
BC: From 20 plf at 0.00 to 20 plf at 8.00
BC: From 60 plf at 8.00 to 60 plf at 16.00
BC: From 20 plf at 16.00 to 20 plf at 24.00
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 1063 Ibs.
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, HS
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.235 J 999 360
VERT(TL): 0.644 J 442 240
HORZ(LL): -0.096 H - -
HORZ(TL): -0.264 H
Creep Factor: 1.5
Max TC CSI: 0.537
Max BC CSI: 0.589
Max Web CSI: 0.091
Mfg Specified Camber:
VIEW Ver: 17.01.01.0630.09
RICHARD A. SIVER
P.E.
#65698
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1173 / 346 / 603 / - / 188 / 8.0
1 1063 / 283 / 502 ! - / - / -
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
1 Min Brg Width Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - B 45 - 26 E - F 137 - 28
B - C 700 -1829 F - G 162 -149
C - D 744 -1488 G - H 757 -1486
D - E 187 -152 H - 1 724 -1827
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - L 1540 - 501 K - J 1546 - 500
L - K 1546 - 500 J - 1 1540 - 501
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
A- M
0 0
N- O
700 -1624
C- L
405 0
O- F
135 - 77
D - N
708 -1651
O - G
715 -1650
E- N
141 - 82
J- H
404 0
-WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
-IMPORTANT"' FURN3H THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handling, shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nent Safety Information, b TF'I and SBCA) for safety practices prior to performing these functions. Installers shall rovide temporary
per SCSI. Unless noted ol{herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properg
d ri id ceiling Locations shown forpermanent lateral restraint of webs shall have bracing ins�alled per BCSI sections B3, B7 or 810 COSTA O PO ATION
cabgle. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. i2er to WOOD STEEL OR TIMBER
is 160A-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 yo�VE
conformance with ANSI/ I PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page .. SEBRING, FL 33870
this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability (863)385-8242
;e of this drawing for any structure is the responsibility of the Building Designer Per ANSI/TPI 1 Sec.2.
i
Job Number: 84828 Ply: 1 1 SEQN: 26167 / T7 / HIPM
/SOUTHERN CITY DEVELOPMENT /VOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: D2 Wgt: 124.6 Ibs .. / ... 12/21/2017
91101, 14'2"
2' F 66-1/2"
Loading Criteria (psi)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category- II
EXP: B
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 10.00
3CDL: 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 4.50 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 :132 2x4 SP #2:
Webs 2x4 SP #2 :W3 2x4 SP M-31:
:Lt Level Return 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 Bd Box or Gun
(0.113"x2.5",min.)nails @ 6" OC.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 pif at -2.13 to 56 plf at 24.00
BC: From 22 plf at -2.13 to 22 plf at -2.00
BC: From 20 plf at 0.00 to 20 plf at 8.00
BC: From 60 plf at 8.00 to 60 pIf at 16.00
BC: From 20 plf at 16.00 to 20 plf at 24.00
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 1057 Ibs.
24'
3'5-1/2" - --Lj 4' L 8' �I
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): 0.352 K 813 360
B 1178 / 348 / 640 / - / 231
/ 8.0
Lu: NA Cs: NA
VERT(TL): 0.962 K 297 240
H 1057 / 282 / 453 / - / -
/ -
Snow Duration: NA
HORZ(LL): 0.173 C - -
Wind reactions based on MWFRS
HORZ(TL): 0.474 C
B Min Brig Width Req = 1.5
Code / Misc Criteria
Creep Factor: 1.5
H Min Brg Width Req = -
Bldg Code: FBC 2014 RES
Max TC CS 1: 0.615
Bearing B is a rigid surface.
TPI Sid: 2007
Max BC CSi: 0.695
Rep Factors Used: Yes
Max Web CSI: 0.954
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):
A - B 45 -26 D - E
366 - 934
WAVE, HS
VIEW Ver: 17.02.01 A.1114.21
B - C 588 -1750 E - F
329 -882
C - D 647 -1432 F - G
605 -1339
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. shiooina. installina and bracing. Refer to and follow the latest
- Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - K 1458 - 680 J - 1 1463 - 678
K- J 1463 - 678 1- H 0 0
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
A-L
0 0
F-N
451 -457
C-K
341 0
N-I
462 -461
D - M
451 - 982
I - G
1594 - 720
E - M
217 - 59
G - H
558 -1033
M - N
435 - 948
of
a flg la Ceinn Locations snown for permanent lateral restraint of webs Shall nave bracin mStallea per BGSI sections B3, B7 -Or B10- SCOSTA CORPORATION
icable. Appfy Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise, kefer to WOOD STEEL OR TIMBER
Is 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES
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
conformance with ANSI PI 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 pro essiona engineering responsibility solely for the design shown. The sWabllity (863)3B5-8242
le of this yawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
r
JoVNumber: 84828 Ply: 1 SEQN: 26169 / T14 / HIPM
/SOUTHERN CITY DEVELOPMENT /VOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: D1 Wgt: 126.0lbs .. / ... 12/21/2017
r 7'10"
24'
16'2"
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: 7.00 Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.122 D 999 360
B 1971 / 525 ! - ! - / -
/ 8.0
BCLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.289 D 991 240
F 2112 / 528-
BCDL: 10.00 Risk Category: II
EXP: BMean
Snow Duration: NA
HORZ(LL): 0.030 F - -
Wind reactions based on MWFRS
Des Ld: 37.00
Height: 15.00 ft
HORZ(TL): 0.072 F - -
B Min Brg Width Req = 1.4
NCBCLL: 0.00 TCDL: 4.0 psf
Code / Misc Criteria
Creep Factor: 1.5
F Min Brg Width Req = -
Soffit: 10.00 BCDL: 6.'0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.974
Bearing B is a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.625
Spacing: 24.0 " C&C Dist a: 3.00 ft
Rep Factors Used: No
Max Web CSI: 0.682
Maximum Top Chord Forces Per
Ply (Ibs)
Loc. from endwall: NA
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
A - B 60 -26 C - D
794 -3173
Wind Duration: 1.60
WAVE, HS
VIEW Ver: 17.02.01A.1114.21
B - C 896 -3486 D - E
794 -3172
Lumber
Value Set: 13B (Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply (Ibs)
Top chord 2x4 SP M-31 :T1 2x4 SP #2:
Chords Tens.Comp. Chords
Tens. Comp.
Bot chord 2x4 SP M-31
B - 1 3040 -759 H - G
3070 -758
Webs 2x4 SP #2 :W2 2x4 SP M-31:
I - H 3070 - 758 G - F
40 10
:Lt Level Return 2x4 SP #2:
Lumber value set "13B" uses design values
Maximum Web Forces Per Ply (Ibs)
approved 1/30/2013 by ALSC
Webs Tens.Comp. Webs
Tens. Comp.
Loading
A- J 3 0 D- G
669 -1157
#1 hip supports 7-10-0 jacks with no webs.
C - 1 813 0 G - E
3490 - 873
Left side jacks have 7-10-0 setback with 0-0-0 cant
C - G 114 - 40 E - F
620 -196i
and 2-1-9 overhang. End jacks have 7-10-0 setback
with 0-0-0 cant and 2-1-9 overhang. Right side jacks
have 0-0-0 setback with 0-0-0 cant and 0-0-0
overhang.
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 2112 lbs. I ,
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 fabricatingg handling, shi ing, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Inforineiion, b TPI and'SBCA) for safely practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless rioted o�herwise,top chora 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 bracing installed per BCSI sections 133, 87 or B10 SCOSTA CO PO ATION as applicable. Apply Oates to each face of truss and position as shown above and on theJoin Details, unless noted otherwise. kefer to WOOD STEEL OR TIMBER
drawings 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES
Alpine, a division of ITW Buildingg�Cornponents 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
listin this drawin indicates acceptance of rofessrona engineering responsibility solely for the design shown. The swig brlrty (863)385-8242
and use of this u�awing for any structure is the responsibility of the t3uilding Designer per ANSI/TPI 1 Sec.2.
! Jotf Number: 84828
/SOUTHERN CITY DEVELOPMENT NOSSEN/COD /BLG
Truss Label: A2
Ply: 1 SEQN: 27112 / T44 / COMN
Qty: 3 FROM: DRW:
Wgt:98.0lbs I / ...
12/21/2017 '
a3ic
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 10.00
Load Duration: 1.25
Spacing: 24.0 "
rj
2' ---�
Wind Criteria
Wind Std:• ASCE 7-10
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: B
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h to 2h
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
:Lt Level Return 2x4 SP #2:
:Rt Level Return 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
10•
D=4X4
20'
�--- 2' —'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ 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): 0.042 J 999 360
B 856 / 73 / 519 / - / 203 / 8.0
Lu: NA Cs: NA
VERT(TL): 0.092 J 999 240
F 856 / 73 / 519 / - / -
18.0
Snow Duration: NA
HORZ(LL): 0.016 H - -
Wind reactions based on MWFRS
HORZ(TL): 0.036 H
B Min Brg Width Req = 1.5
Code / Misc Criteria
Creep Factor: 1.5
F Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.393
Bearings B & F are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.478
Rep Factors Used: Yes
Max Web CSI: 0.102
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):
A - B 45 0 D - E
553 -1094
WAVE
VIEW Ver: 17.01.01 0630.09
B - C 559 -1234 E - F
558 -1234
C- D 554 -1094 F- G
45 0
RICHARD A. SIVER
P.E.
#65698
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - J 1051 - 333 1 - H 719 -147
J-1 719 -147 H-F 1051 -370
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
A-K
0 0
D-H
389 -164
C - J
258 - 238
H - E
258 - 238
J -D
389 -165
L-G
0 0
"WARNING" READ AND FOLLOW ALL NOTES.ON THIS DRAWINGI
—IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s require extreme care in fabricatingg handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nent Safety Information, b TPI an SE for safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted o�heiwise,top chord shall have properly attached structural sheathmg and bottom chord shall have a propperi
d riggid ceiling Locations shown for ermanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or B10 SCOSTA O PO ATI
icable. Apply pplates to each face ofptruss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to WOOD STEEL OR TIMB
Is 160A-Z fOf standafd plate positions. ROOF bR FLOOR T USi
a division of ITW.Building_ Components Group Inc, shall not be responsible for anv deviation from this drawing any failure to build the
3670 COMMERCE CENTER
on this drawing or cover pa a .SEBRING, FL 33870
he design shown. The suig bllity, (863)385-8242
T.1 A ._
FIPi 1, or Tor
acceptance
any structure
Jab Number: 84828 Ply: 2 SEQN: 25897 / T32 / COMN 71
/SOUTHERN CITY DEVELOPMENT NOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: Al Wgt: 221.2 Ibs .. / ... 12/21/2017
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 10.00
Load Duration: 1.25
Spacing: 24.0 "
+K:v
1. 10,
�- 2'---1
Wind Criteria
Wind Std: ASCE 7-10
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: B
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 6.0 psf
MWFR5 Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
'hind Duration: 1.60
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
2 Complete Trusses Required
10'
De6x6
20'
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.117 H 999 360
VERT(TL): 0.262 H 903 240
HORZ(LL): 0.039 G - -
HORZ(TL): 0.087 G -
Creep Factor: 1.5
Max TC CSI: 0.359
Max BC CSI: 0.960
Max Web CSI: 0.411
Mfg Specified Camber:
VIEW Ver: 17.02.01A.1114.21
Lumber
Value Set: 13B (Effective 6/1/2013). .
Top chord 2x4 SP M-31
Bot chord 2x6 SP M-14
Webs 2x4 SP #2 :W3 2x4 SP M-31:
:Lt Level Return 2x4 SP #2:
Lumber value set "13B" uses design values
approved 1/30/2013 byALSC
Nailnote
Nail Schedule:0.148"x3.25", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @ 4.50" 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 56 plf at -2.13 to 56 plf at 7.90
TC: From 28 plf at 7.90 to 28 plf at 10.00
TC: From 56 plf at 10.00 to 56 plf at 20.00
BC: From 22 plf at -2.13 to 22 plf at -2.00
BC: From 20 plf at 0.00 to 20 plf at 7.90
BC: From 10 plf at 7.90 to 10 plf at 20.00
BC: 2112 lb Conc. Load at 7.90
BC: 1055 lb Conc. Load at 9.90
BC: 1061 lb Conc. Load at 10.40
BC: 1060 lb Conc. Load at 12.40,14.40,16.40,1p.44
RICHARD A. SIVER
Purlins
P.E.
In lieu of rigid ceiling provide lateral bracing to brace
BC @ 24" OC
#65698
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 4074 / 1087 / 519 / - / 183 / 8.0
F 5828 / 1467 / 417 / - / - / 8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 2.4
F Min Brg Width Req = 3.4
Bearings B & F are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 22 -13 D - E 950 - 3665
B - C 1091 -4234 E - F 1320 - 5198
C - D 947 - 3657
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - I 3754 - 959 H - G 4596 -1161
1 - H 3741 - 957 G - F 4636 -1169
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A-J 0 0 D-H 3127 -767
I - C 439 - 68 H - E 376 -1542
C - H 141 - 559 E - G 1297 - 267
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING
"IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
luire extreme care in fabricatingg 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 sheathingand bottom chord shall have a properl
j�id ceiling Locations shown forpermanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or 610 SCOSTA CORPORATIOIK
>le. 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.
60A-Z for standard plate positions. ROOF bR FLOOR TRUSSES
vision of ITW Buildingg.Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3570 COMMERCE CENTER DRIVE
Iformance with ANSI PI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover page , , SEBRING, FL 33870
drawin indicates acceptance of profess ona engmeerm responsibility solely for the design shown. The sulgabdlty (863)385-8242
A this gnawing for any structure is the responsibility of the Ruilding Designer per ANSI/TPI 1 Sec.2.
V
Job Number: 84828 Ply: 1 1 SEQN: 25936 / T41 / COMN
/SOUTHERN CITY DEVELOPMENT NOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: A4 Wgt: 92.4 Ibs / ... 12/21/2017
I
r 10, } 10,
avis�
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37,00
NCBCLL: 10.00
Soffit: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: B
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: > 2h
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
:Lt Level Return 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 749 Ibs.
D=4X4
20'
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): 0.040 1 999 360
Lu: NA Cs: NA
VERT(TL): 0.093 1 999 240
Snow Duration: NA
HORZ(LL): 0.016 G - -
HORZ(TL): 0.037 G
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.393
TPI Sid: 2007
Max BC CSI: 0.494
Rep Factors Used: Yes
Max Web CSI: 0.120
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.01A.1114.21
RICHARD A. SIVER
P.E.
#65698
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 898 / 77 / 518 / - 1 183 / 8.0
F 749 /46 /417 /- /- /-
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
F Min Brg Width Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A- B 60 0 D- E 636 -1126
B - C 595 -1235 E - F 642 -1267
C - D 590 -1096
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - 1 1050 - 451 H - G 728 - 230
1 - H 728 - 230 G - F 1087 - 474
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp,
A-J 3 0 D-G 422 -193
C - 1 261 - 233 G - E 275 = 257
1- D 376 -157
"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 ping, 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 prov
BCSI. Unless noted o{herwise,top chord shall have properly attached structural sheathing and bottom chord shall I
id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections I
e. Appr plates to each face of truss and position as shown above and on the Join Details, unless noted otherw
60A-Z for standard plate positions.
a division of
n rI , or Tor r
acceptance
any structure
failure to build the 3670 COMMERCE CENTER
n r The r pa bili SEBRING, FL 33870
ty (863)385-8242
0
JoITNumber: 84828 Ply: 1 1 SEQN: 27148 / T30 / COMN
/SOUTHERN CITY DEVELOPMENT NOSSEN/GOD !BLG Qty: 1 FROM: DRW:
Truss Label: A3 Wgt: 92.4 Ibs .. / ... 12/21/2017
0
10' 10' -1
20'
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
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.041 1 999 360
B 862 177 / 518 / - / 183 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.092 1 999 240
F 751 / 46 / 417 / - / -
/ 8.0
BCDL: 10.00
Risk Category: li
Snow Duration: NA
HORZ(LL): 0.016 G - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: B
HORZ(TL): 0.037 G
B Min Brg Width Req = 1.5
NCBCLL: 10.0,1
Mean Height: 15.00 ft
TCDL: 4.0 psf
Code / Misc Criteria
Creep Factor: 1.5
F Min Brg Width Req = 1.5
Soffit: 10.00
3CDL: 6.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.393
s
Bearings B & F are a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: > 2h
TPI Std: 2007
Max BC CSI: 0.489
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.119
Maximum Top Chord Forces Per
Ply (Ibs)
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
A - B 45 0 D - E
633 -1125
Wind Duration: 1.60
WAVE
VIEW Ver: 17.01.01.0630.09
B - C 594 -1245 E - F
639 -1266
Lumber
C -'D 589 -1105
Value Set: 13B (Effective 611/2013)
Top chord 2x4 SP #2
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #2
Chords Tens.Comp. Chords
Tens. Comp.
Webs 2x4 SP #2
B - 1 1061 -450 H - G
730 -229
:Lt Level Return 2x4 SP
#2:
I - H 730 -229 G - F
1086 -471
Lumber value set "l3B"
uses design values
approved 1/30/2013 by
ALSC
Maximum Web Forces Per Ply (Ibs)
Purlins
Webs Tens.Comp. Webs
Tens. Comp.
In lieu of rigid ceiling provide lateral bracing to brace
A - J 0 0 D - G
417 -192
BC @ 24" OC
C - 1 261 - 239 G - E
275 - 255
I- D 387 -157
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
require extreme care in fabricatingg handling, shi ping, installing and bracing., Refer to and follow the latest edition of BCSI (Building
Went Safety Information, by TPI and'SBCA) for safety practices prior to pertorming these functions. Installers shall provide temporary
er BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathin and bottom chord shall have a propperg
rid ceiling Locatioris shown for permanent lateral restraint of webs shall have bracin ins�ailed per BCSI sections B3, B7 or 810 SCOSTA CORPORATIC
cable. Apply plate- to each face Of truss and position as shown above and on the Joinl9Details, unless noted otherwise. Refer to WOOD STEEL oR TIMB
s 160A-Z for standard plate positions. ROOF bR FLOOR TRUSI
a division of ITW BuildingComponent: Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER
conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page . , SEBRING, FL 33870
this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suiTabdlty (663)385-8242
;e of this yawing for any structure is tple responsibility of the building Designer per ANSI/TPI 1 Sec.2.
C,
Job Number: 84828 Ply: 1 SEQN: 25941 / T46 / SPEC
/SOUTHERN CITY DEVELOPMEN'I' PJOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: B1 Wgt: 75.6 Ibs / ... 12/21/2017
r 9. F 9'
D=6X6
12
rD 6 (7 T1 W2
T2
v 1112X4(••) C 1 3
Wd
4(.•
2M °3�� K 1 Jg3X4
B3 H 1-;3X5G
04X4 A L=3X4 1112X4 =4X10
.._M, 131 46 B4
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: B
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 10.00
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
Webs 2x4 SP #2
:Lt Level Return 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
U
18,
8'5 1 1!1 4
1! '8"
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): 0.051 1 999 360
Lu: NA Cs: NA
VERT(TL): 0.133 1 999 240
Snow Duration: NA
HORZ(LL): 0.028 F - -
HORZ(TL): 0.066 F
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.990
TPI Std: 2007
Max BC CSI: 0.664
Rep Factors Used: Yes
Max Web CSI: 0.457
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
I VIEW Ver: 17.02.01A.1114.21
RICHARD A. SIVER
P.E.
#65698
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 822 / 224 / 496 / - / 168 / 8.0
E 676 / 176 / 393 / - / - / 8.0
B / 311
E / 371
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
E Min Brg Width Req = 1.5
Bearings B & F are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Cornp._
A- B 60 0 C- D 668 -794
B - C 191 - 340 D - E 669 - 833
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - L 317 -146 J - H 649 - 357
L - K 230 -175 H - G 649 - 357
K - J 1008 - 726 G - F 553 - 344
K -1 754 - 826 F - E 714 -441
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A-M 3 0 1-1 320 -157
C- 1 484 - 342 D- H 348 0
"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 ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety. Information, b TPI an g'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary.
r BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper)
Waid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10
e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise, kefer to
60A-Z for standard plate positions.
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 page , . SEBRING, FL 33B70
this of this
indicates acceptance of professional engineerin responsibility solely for the design shown. The sul ability (863)385-8242
le of this cawing for any structur is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Joli Number: 84828 Ply: 2 SEQN: 26984 / T13 / SPEC
/SOUTHERN CITY DEVELOPMENT NOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: B6 Wgt: 274.4 Ibs .. / ... 12/21/2017
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 0.00
Soffit: 10.00
Load Duration: 1.25
Spacing: 24.0 "
2-1
Wind Criteria
Wind Std: ASCE 7-10
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: B
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 It
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 2x8 SP 2400f-2.0E
Webs 2x4 SP #2 :W4 2x4 SP M-31:
:Lt Level Return 2x4 SP #2:
Lumber value set "l3B" 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 @ 3.75" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid sp!itt;ng.
Special Loads
-(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to 56 pif at
7.90
TC: From 28 plf at 7.90 to 28 plf at
18.00
BC: From 22 plf at -2.13 to 22 plf at
-2.00
BC: From 20 plf at 0.00 to 20 plf at
7.90
BC: From 10 plf at 7.90 to 10 plf at
18.00
PLB: From 20 plf at -1.96 to 20 plf at
-0.10
BC: 3380 lb Conc. Load at 7.90
BC: 1466 lb Conc. Load at 9.90,11.90
BC: 1470 lb Conc. Load at 13.90,15.''90
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)/l 0(0)
Plate Type(s):
WAVE, HS
Wind
2 Complete Trusses Required
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.1071 999 360
VERT(TL): 0.244 1 877 240
HORZ(LL): -0.051 E - -
HORZ(TL):-0.117 E -
Creep Factor: 1.5
Max TC CSI: 0.770
Max BC CSI: 0.506
Max Web CSI: 0.979
Mfg Specified Camber:
VIEW Ver: 17.02.01A.1114.21
Right end vertical not exposed to wind pressure.
RICHARD A. SIVER
P.E.
#65698
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
K 4310 /1162 /- /- /- /8.0
L 6054 /1586 /- /- /- /8.0
Wind reactions based on MWFRS
K Min Brg Width Req = 1.5
L Min Brg Width Req = 2.5
Bearings K & L are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 30 -13 C - D 688 - 2573
B-C 1211 -4565 D-E 13 -20
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - I 4047 -1062 H - G 4004 -1052
1 - H 4004 -1052 G - F 2151 - 570
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp,
Webs
Tens. Comp.
A- J
1 0
G- D
3632 - 935
1 - C
1835 - 432
D - F
889 - 3356
C - G
529 - 2030
E - F
17 -28
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
wire extreme care in fabricatingg handling, shi ing, installing and bracing., Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI and'SECA) for safe�y practices prior to performing 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 pro pper!
ggI'd ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 53, 67 or B10
I'd
Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
60A-Z for standard plate positions.
of
1 NI 1, or for In acceptance
any sructure
this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE
on this drawing or cover page SEBRING, FL 33870
hepdesiign shown. The suiFability (863)385-8242
Job Number: 84828 Ply: 1 SEQN: 26012 / T59 / VAL
/SOUTHERN CITY DEVELOPMENT NOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: V7 Wgt: 154.0 Ibs .. / ... 12/21/2017
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 10.00
Load Duration: 1.25
Spacing: 24.0 "
6-15/16"
I' I' 1
Wind Criteria
Wind Std: ASCE 7-10
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: B
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: 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 "13B" uses design values
approved 1/30/2013 by ALSC
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
See applicable standard valley or piggyback details
for more requirements.
24'16-12"
132-12" 1 5'4" 6'4"
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
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.012 F 999 360
VERT(TL): 0.028 F 999 240
HORZ(LL): 0.010 J - -
HORZ(TL): 0.024 J
Creep Factor: 1.5
Max TC CSI: 0.246
Max BC CSI: 0.229
Max Web CSI: 0.170
Mfg Specified Camber:
VIEW Ver: 17.02.01A.1114.21
RICHARD A. SIVER
P.E.
#65698
'X4
112X4
♦ Maximum Reactions (Ibs), or'=PLF
Loc R /U /Rw /Rh /RL /W
Y" 76 / 19 / 39 /- / 9 / 298
P /210
Wind reactions based on MWFRS
Y 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
190 -221
F-G
314
-160
B-C
164 -172
G-H
312
-52
C-D
192 -132
H-I
176
-48
D - E
299 -104
1 - J
36
- 36
E-F
314 -160
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A-S
218 -169
O-N
15
-6
S-R
230 -173
N-M
11
-4
R-Q
236 -175
M-L
8
-3
Q -P
238 -176
L-K
2
-1
P-0
10 -5
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
B-S
379 -218
F-V
4
-22
C - R
345 - 230
V - W
128
- 23
D-Q
236 -134
W-X
197
-188
E-T
213 -185
W-G
200
-176
T-U
211 -197
X-N
198
-188
T - V
128 - 29
M - H
302
-150
U-0
211 -197
L-I
445
-194
U-X
6 -25
J -K
32
-81
—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
rt Safety Information, byY TPI and SECA) for safety practices prior to performing these functions. Installers shall provide temporary
r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefl
a�id ceiling Locations shown for permanent lateral restraint of webs shall have bracingInstalled per BCSI sections B3, B7 or B10 SCOSTA CORPORATION
Sle. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to WOOD STEEL OR TIMBER
60A-? for standard plate positions. ROOF bR FLOOR TRUSSES
ivision of ITW.BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE
iformance w'Itn ANSI PI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover page , , SEBRING, FL 33870
drawing indicates acceptance of rotess ona engineering responsibility solely for the design shown. The suitability (863)385-8242
�f this drawing for anj( structure is tie responsibility of the building Desiqner per ANSI/TPI 1 Sec.2.
Jog Number: 84828 Ply: 1 1 SEQN: 26023 / T22 / GABL
/SOUTHERN CITY DEVELOPMENT 1VOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: V9 Wgt: 119.0 Ibs I .. / ... 12/2112017
7W1$"
I' 12'10-1I16"
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 170 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
Des Ld: 37.00 EXP: B
Mean Height: 15.00 ft
NCBCLL: 10.00 TCDL: 4.0 psf
Soffit: 10.00 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 "'I 3B" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 2X4 except as noted.
Purlins
In lieu of rigid ceiling provide lateral bracine to brace
BC @ 24" OC
Wind
Right end vertical not exposed to wind pressure.
Additional Notes
See standard gable detail for more requirements.
G--4X4
18'9-1/2"
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Pf: NA Ce: NA
VERT(LL): 0.004 S 999 360
Lu: NA Cs: NA
VERT(TL): 0.010 S 999 240
Snow Duration: NA
HORZ(LL): -0.063 H - -
HORZ(TL):-0.006 H
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.096
TPI Std: 2007
Max BC CSI: 0.077
Rep Factors Used: Yes
Max Web CSI: 0.069
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.01A.1114.21
PLATING NOTES
All plates are 2X4 except as noted.
RICHARD A. SIVER
P.E.
#65698
5'4" —�
T
0
P
1
♦ Maximum Reactions (Ibs), or'=PLF
Loc R /U /Rw /Rh /RL /W
T' 76 /19 ./41 /- /10
/225
Wind reactions based on MWFRS
T 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 140 -182 F-G
161
-58
B-C 118 -151 G-H
164
-44
C-D 106 -119 H-1
93
-24
D-E 90 -90 1-1
21
-12
E - F 98 - 74
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A-S
183 -126
0-N
4
-3
S-R
189 -130
N-M
4
-3
R-Q
192 -131
M-L
2
-1
Q-P
194 -132
L-K
0
0
P-0
2 -2
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp
B - S
177 -155
G - N
23
- 96
C - R
106 - 95
M - H
176
-126
D-Q
113 -113
L-I
148
-97
E-P
110 -107
J -K
34
-27
F-0
179 -128
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
I require extreme care in fabricating, handling, shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Went Safety Information, b TPI ancf'SBCA.) for safety practices prior to performing these functions. Installers shall provide temporary.
per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propper]
p riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insgalled per BCSI sections B3, B7 or 810 SCOSTA CO]ZPO ATI cable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. hefer to woo0 STEEL OR TIMBI
Is 160A-Z for standard plate positions. ROOF bR FLOOR TRMB
usi
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
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
e of this yawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2.
R
Job Number: 84828 Ply: 1 1 SEQN: 26017 / T2 / GABL
/SOUTHERN CITY DEVELOPMENT NOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: E1 Wgt: 99.4 Ibs I .. / ... 12/21/2017
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 10.00
Load Duration: 1.25
Spacing: 24.0 "
00
2,
9. i 9,
F=4X4
LB„ L 16,8„ 81
Wind Criteria
Wind Std: ASCE 7-10
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: B
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: 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
:Lt Level Return 2x4 SP #2:
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 2X4 except as noted.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC @ 24" OC
Additional Notes
See standard and / or structural gable details for
more requirements.
18,
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or'=PLF
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): 0.002 Q 934 360
B 301 / 86 / 169 /- / 168 / 8.0
Lu: NA Cs: NA
VERT(TL): 0.004 Q 400 240
B• 65 / 19 / 33 / - / - / 199
Snow Duration: NA
HORZ(LL): 0.002 K - -
J 105 / 6 / 54 / - / - 18.0
HORZ(TL): 0.003 K
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 1.5
B Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.485
B Min Brg Width Req = -
TPI Std: 2007
Max BC CSI: 0.126
J Min Brg Width Req = 1.5
Rep Factors Used: Yes
Max Web CSI: 0.042
Bearings B, B, & J are a rigid surface.
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver: 17.02.01A.1 1 14.21
Chords Tens.Comp. Chords Tens. Comp.
A-B 60 0 F-G 262
-31
B-C 90 -51 G-H 173
-26
C - D 98 - 30 H - I 109
- 35
D - E 146 - 27 I - J 25
-97
E-F 241 -31
PLATING NOTES
All plates are 2X4 except as noted.
RICHARD A. SIVER
P.E.
#65698
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-Q 140 0 N-M 152 0
Q-P 145 0 M-L 147 0
P-O 149 0 L-K 143 0
O-N 152 0 K-J 134 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
A-R 3 0
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp
C-Q 157 -97 M-G 291 -127
D-P 173 -111 L-H 149 -97
E - O 288 -125 K - 1 301 -146
F-N 0 -93
-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
quire
Information, b TPI antl'SBCA) for safety practices prior to performing these functions. Installers shall prov
r BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall I
dgid ceiling Locations shown for permanent :ateral restraint of webs shall have bracing ins ailed per BCSI sections I
'le. Apply plates to each face of truss and position as shown above and on the Join gDetallS, unless noted otherw
60A-Z for standard plate positions.
a division of
'IYI1,ortor h
acceptance
any sructure
this drawing,any failure to build the 3670 COMMERCE CENTER C;RIVE
on this drawing or cover page , , SEBRING, FL 33870
heodesignshown. The sulablllty (863)385-8242
Job Number: 84828
/SOUTHERN CITY DEVELOPMENT iVOSSEN/GOD /BLG
Truss Label: V8
Ply: 1 SEQN: 27446 / T60 / GABL
Qty: 1 FROM: DRW:
Wgt:95.2lbs / ,,,
12/21/2017
T
1
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 10.00
Load Duration: 1.25
Spacing: 24.0 "
7gllf'
II 91-1/16"
11
Wind Criteria
Wind Std: ASCE 7-10
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: B
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 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
Webs 2x4 SP #2
Lumber value set "'I 3B" uses design values
approved 1/30/2013 byALSC
Plating Notes
All plates are 2X4 except as noted.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC@24"OC
Additional Notes
See standard gable detail for more requirements.
9'3-1/16" 7 7/41,
19,9"
7'10-1/2" 2' -- 1 2' - I 7'10-1/2"
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
PLATING NOTES
All plates are 2X4 except as noted.
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.007 P 999 360
VERT(TL): 0.017 P 999 240
HORZ(LL): 0.002 G - -
HORZ(TL): 0.006 G
Creep Factor: 1.5
Max TC CSI: 0.179
Max BC CSI: 0.152
Max Web CSI: 0.054
Mfg Specified Camber:
VIEW Ver: 17.01.01.0630.09
RICHARD A. SIVER
P.E.
#65698
♦ Maximum Reactions (Ibs), or'=PLF
Loc R /U /Rw /Rh /RL /W
T' 76 / 18 / 35 /- / 7 / 236
Wind reactions based on MWFRS
T 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 60 -105 E-F 217 -108
B - C 83 - 98 F - G 136 - 77
C - D 136 - 77 G - H 83 - 98
D-E 217 -108 H-1 60 -105
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - P 145 - 57 M - L 162 - 64
P-O 157 -61 L-K 160 -61
O-N 160 -61 K-J 157 -61
N - M 162 - 64 J - 1 145 - 57
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Q-R 19 0 R-S 19 0
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp
B - P
326 -183
S - L
277
-164
C - O
129 - 67
S - F
276
-152
D - Q
276 -152
K - G
129
- 67
Q - N
277 -164
J - H
326
-183
E-R
2 -22
"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 (Buildin)
t Safety. Information, byy 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 sheathingg and bottom chord shall have a propperl
id ceiling Locations shown for permanent lateral restraint of webs shall have bracing msialled per BCSI sections B3, B7 or 810 SCOSTA CO P(1R ATTtIN
e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to WooO STEEL OR TIMBER
60A-Z for standard plate positions. ROOF bR FLOOR TRUSSES
vision of ITW BuildiaComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIVE
iformance with ANSI/T�: 11, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover pa gge SMMERC, C NTE
drawin Indicates acceptance of professional engineering responsibility solely for the design shown. The suiFability (aRING, -824z
�f this gnawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Or.
Job Number: 84828
/SOUTHERN CITY DEVELOPMENT NOSSEN/COD /BLG
Truss Label: V10
Ply: 1 SEQN: 27414 / T48 / GABL
Qty: 1 FROM: DRW:
Wgt:77.01bs ... /
12/21 /2017
11
7f7/16„
1 7'6-1/16"
D=4X4
16'3"
7'6-1/16" 7r7/16„
�f
j -- 6'1-1/2" '}' 2' ---1 2' i- 61-1/2"
Loading Criteria (psf) I Wind Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
Des Ld: 37.00
EXP: B
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 10.U0
SCDL: 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
Webs 2x4 SP #2
Lumber value set "'I 3B" uses design values
approved 1/30/2013 byALSC
Plating Notes
All plates are 2X4 except as noted.
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC @ 24" OC
Additional Notes
See standard gable detail for more requirements.
r
Snow Criteria (Pg,Pf in PSF) I Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF
Pg: NA Ct: NA CAT: NAI PP Deflection in loc Udefl U# I Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA
VERT(LL): 0.007 H 999 360
N' 76 / 18 / 35 /- 17
/ 194
Lu: NA Cs: NA
VERT(TL): 0.016 H 999 240
Wind reactions based on MWFRS
Snow Duration: NA
HORZ(LL): -0.002 H - -
N Min Brg Width Req = -
HORZ(TL): -0.005 H
Bearing A is a rigid surface.
Code / Misc Criteria
Creep Factor41.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.198
Maximum Top Chord Forces Per
Ply (Ibs)
TPI Std: 2007
Max BC CSI: 0.169
Chords Tens.Comp. Chords
Tens. Comp.
Rep Factors Used: Yes
Max Web CSI: 0.048
A - B 125 -113 D - E
203 -114
FT/RT:20(0)/10(0)
Mfg Specified Camber:
B - C 105 -7 E - F
105 -7
Plate Type(s):
C - D 203 -114 F - G
125 -114
WAVE
VIEW Ver: 17.01.01.0630,09
PLATING NOTES
All plates are 2X4 except as noted.
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 Ah pq ing, shipping, installing. and bracing.. Refer to and follow the latest
a division of
any
;QL1-1II V1 weus snan nave uracrn rnsiauea per is
as shown above and on the Join Details. unless
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Corn,?
A-L 157 -90 J-1 158 -91
L - K 166 - 94 I - H 167 - 94
K-J 159 -91 H-G 157 -90
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - M 150 - 32 M - E 150 - 32
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp
B - L 345 -179 E - 1 298 -196
K - C 298 -196 H - F 345 -179
D-M 10 -33
of
failure to build
the 3670 COMMERCE CENTER DRIVE
nor The rsua9 bill SEBRING, FL 33870
ty (863)385.8242
t
Joti Number: 84828 Ply: 1 SEQN: 26194 / T9 / HIP_
/SOUTHERN CITY DEVELOPMENT NOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: CJ11 Wgt: 56.0 Ibs .. / ... 12/21/2017
378"
f--- 2'9-15/16" ---�
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
Des Ld: 37.00
EXP: B
Mean Height: 15.00 ft
NCBCLL: 0.00
TCDL: 4.0 psf
Soffit: 10.00
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: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/l/2013)'
Top chord 2x4 SP M-31
Bot chord 2x4 SP M-31
Webs 2x4 SP e.*
:Lt Level Return 2x4 SP f2:
Lumber value set "13B" uses design values
approved 1/30/2013 byALSC
Loading
Hipjack supports 7-10-0 setback jacks. Jacks up to 7'
have no webs. Longer jacks supported to BC.
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 447 Ibs.
Provide (2) 16d toe -nails at top chord.
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 Sid: 2007
Rep Factors Used: No
FT/RT:20(0)/l 0(0)
Plate Type(s):
WAVE
L
11'0-15/16"
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL
VERT(LL): 0.043 C 999 360
B 734 / 187 / - / - / -
VERT(TL): 0.102 C 999 240
E 447 / 49 / - / 0 / 0
HORZ(LL): 0.010 C - -
D 239 / 136 / - /- / -
HORZ(TL): 0.025 C -
Wind reactions based on MWFRS
Creep Factor: 1.5
B Min Brg Width Req = 1.5
Max TC CSI: 0.525
E Min Brg Width Req = -
Max BC CSI: 0.409
D Min Brg Width Req = -
Max Web CSI: 0.719
Bearing B is a rigid surface.
Mfg Specified Camber:
/W
Maximum Top Chord Forces Per Ply (Ibs)
VIEW Ver: 17.02.01A.1114.21 1
Chords Tens.Comp. Chords Tens. Comp.
A - B 104 - 25 C - D 80 -108
B - C 245 - 950
RICHARD A. SIVER
P.E.
#65698
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B- G 884 - 238 F- E 0 0
G - F 877 - 247
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A-H 0 0 C-F 253 -901
G-C 140 0
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING]
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Wrequire extreme care in fabricating, handling, shi pmg, installing and bracing. Refer to and follow the latest edition of BCSI (Building
ent Safety Information, b TPI anri'SBCA) for safety practices prior to performing these functions. Installers shall Provide temporary
Ter BCSI. Unless ,toted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progp'e
d riggid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10 SCOSTA CORPORATION
cable. 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
IS 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES
a division of ITW Buildipl1Components 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 page SEBRING, FL 33870
this drawing, indicates acceptance of pro fesslonat engineering responsibility solely for the design shown. The suigability (863)385-8242
;e of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job -Number: 84828 ' I Ply: 1 SEQN: 27011 / T39 / HIP_
/SOUTHERN CITY DEVELOPMENT NOSSEN/COD /BLG City: 1 FROM: DRW:
Truss Label: CJ10 Wgt: 43.4 Ibs .. / ... 12/21/2017
�- 1'6.114„
Loading Criteria (psf)
Wind Criteria
TCLL: 20.0J
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
Des Ld: 37.00
EXP: B
Mean Height: 15.00 ft
NCBCLL: 0.00
TCDL: 4.0 psf
Soffit: 10.00
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 M-31
Webs 2x4 SP #2
Lumber value set "13B" uses design values
approved 1/30/2013 byALSC
Loading
The following members need concentrated loads at
the heel: 0-0-0 span/setback member on the 0-11-8
cant side requires 2 Ibs and the 0-0-0 span/setback
member on the 0-11-8 cant side requires 2 lbs.
Sub -fascia beam assumptions: 0-0-0 sub -fascia beam
on the 0-11-8 cantilever side. 0-0-0 sub -fascia beam
on the 0-11-8 cantilever side.
Hipjack supports 7-10-0 setback jacks with 0-11-8
cantilever one face; 0-11-8 cantilever opposite face.
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.
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
8,3„
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.027 E 999 360
VERT(TL): 0:067 E 999 240
HORZ(LL): 0.005 B - -
HORZ(TL): 0.012 B
Creep Factor: 1.5
Max TC CSI: 0.526
Max BC CSI: 0.223
Max Web CSI: 0.182
Mfg Specified Camber:
VIEW Ver: 17.02.01A.1114.21
P.E.
#65698
Ir
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
F 318 /58 /- /- /- /11.3
D 137 /- /71 /- /- /1.5
C 301 /159 /- /- /- /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 27 -4 B-C 100 -74
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
F-E 107 -26 E-D 0 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
B - F 99 - 232 B - E 27 -108
""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, shg Ing, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byy 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 pro
attached rigid ceiling Locations shown forFermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10 SCOSTA CORPORATION
as applicable. Apply Agates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to WOOD STEEL R TIMBER
drawings 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES
Alpine, a division of ITW Buildinc 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 shippin , installation and bracing of trussesA seal on this drawing or cover pa a SEBRING, FL 33870
listing this drawing indicates acceptance of professponal engineering responsibility solely for the design shown. The sui9ability (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: 84828 a
/SOUTHERN CITY DEVELOPMENT /VOSSEN/COD /BLG
Truss Label: CJ5A
Ply: 1 I SEQN: 26136 / T61 / HIP_
Qty: 3 FROM:
Wgt: 30.8 Ibs
DRW:
12/21/2017
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 10.00
Load Duration: 1.25
Spacing: 24.0 "
T
3.716"
3-5%16"
1
0-W4"
�11-5/16"I
�— 2'9-15/16" - �-
Wind Criteria
Wind Std: ASCE 7-10
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: B
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: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2r.4 SP #2
Bot chord 2x6 SP #2
:Lt Level Return 2x4 SP #2:
Lumber value set "13B" uses design values
approved 1/3012013 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.
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
5'5-1/16"
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.037 D 460 360
VERT(TL): 0.062 D 271 240
HORZ(LL): -0.013 C - -
HORZ(TL): -0.022 C -
Creep Factor: 1.5
Max TC CSI: 0.397
Max BC CSI: 0.359
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 17.02. 01 A. 1114.21
RICHARD A. SIVER
P.E.
#65698
C
N
CN
1
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
F 341 /300 /- /- /- /11.3
D 19 /96 /- /- /- /1.5
C 22 /15 /- /- /- /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 44 -16 B-C 12 -19
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 5 -2
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
A-E 3 0
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING[
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
reqquiio extreme care in fabricatingg handling, shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nent Safety Information, byy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted Uherwise,top chord shall have property attached structural sheathin and bottom chord shall have a propper)
d riggid ceiling Locations : hUwn for permanent lateral restraint of webs shall have bracingp ins�alled per BCSI sections B3, B7 or B10 p TA-C--PO ATION
cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. 12efer to WOOD STEEL OR TIMBER
Is 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES
a division of ITW BuildiaComponents 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 page . , SEBRING, FL 33670
this drawing indicates acceptance of professional engmeerincl responsibility solely for the design shown. The suiTabrlrty (BRING, F 3 e of this yawing for any structure is the responsibility of the 6uildina Desianer oer ANSI/TPI 1 Ser_2_
v
Jots Number: 84828 Ply: 1 SEQN: 26175 / T37 / HIP_
/SOUTHERN CITY DEVELOPMENT NOSSEN/COD /BLG Qty: 2 FROM: DRW:
Truss Label: CJ513 Wgt: 26.6 Ibs / ... 12/21/2017 •.
3-7 /8 "
�L
,rly
Loading Criteria (psi)
TCLL: 20.00
TCDL: 7.00
BCLL: 0,Ou
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 0.00
Soffit: 10.00
Load Duration: 1.25
Spacing: 24.0 "
0-W4"
12'9-15/16" !o 65-1/16"
Wind Criteria.
Wind Std: -ASCE 7-10
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: B
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 M-31
Bot chord 2x4 SP #2
:Lt Level Return 2x4 SP #2:
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Loading ..
Hipjack supports 3-10-0 setback jacks with no webs.
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.
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): -0.005 D
HORZ(TL):-0.012 D
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0,420
TPI Sid: 2007
Max BC CSI: 0.307
Rep Factors Used: No
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
I VIEW Ver: 17.02.01A.1114.21
RICHARD A. SIVER
P.E.
#65698
0
Ci
n
N '0
N
M
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 414 /64 /- /- /- /11.3
D 18 /- 121 /- /- /1.5
C 73 /56 /- /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 83 -10 B-C 24 -38
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
A-E 0 0
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
3 require extreme care in fabricating handling, shi pmg, installing, and bracing. Refer to and follow the latest edition of BCSI (Building
Went Safety Information, b TPI an 'SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary
r�er BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperg
riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B1 SCOSTA CORPORATION
icable. Appfy Agates to each face of truss and position as shown above and on the Joinl9Details, unless noted otherwise. 12efer too WOOD STEEL OR TIMBER
)s 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 DRh
conformance with ANSI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover page SEBRING, FL 33870
this drawin indicates acceptance of ro ess ona engineerin responsibility solely for the design shown. The Sul ability (863)385-8242
re of this gnawing for any structure is responsibility of the �uildgng Designer per ANSI/TPI 1 Sec.2.
In
JobYNumber: 84828 Ply: 1 SEQN: 27432 / T43 / HIP_
/SOUTHERN CITY DEVELOPMENT /VOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: CJ4 Wgt: 19.6 Ibs .. / ... 12/21/20,7
5oq
I-- 2'9-15/16"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
Des Ld: 37.00
EXP: B
Mean Height: 15.00.ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 10.00
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 M-31
Bot chord 2x4 SP #2
:Lt Level Retui'h 2x4 SP #2:
Lumber value set "13B" 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.
5r -1
3'6-7/16"
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): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): 0.003 D
HORZ(TL): -0.006 D
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.275
TPI Std: 2007
Max BC CSI: 0.196
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.01.01.0630.09
RICHARD A. SIVER
P.E.
#65698
C
T
(V
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL
/W
B 437 / 151 / 295 / - / 80
/ 6.4
D 40 /5 /35 /- /-
/1.5
C 11 /32 /39 /- /-
/1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
A-B 61 0 B-C 21 -48
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
A-E 3 0
"WARNING" READ AIND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
requI re extreme care in fabricating, handling, shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Went Safrty Information, b TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary.
per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro peri
d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 910 SCOSTA CORprlATION icable. Appfy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to WOOD STEEL OR TIMBER
Is 160A-Z for Standard plate positions. ROOF ,S FLOOR TRUSSES
a division of ITW Buildingp 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/TPI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover pa e , SMMERC, C NTE
3870
this drawing, indicates acceptance of rofessionaf engineerin responsibility solely for the design shown. The suiFability (863)385-8242
;e of this r7�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
1 Tsoruc
b Number: 84828
UTHERN CITY DEVELOPMENT /VOSSEN/COD /BLG
ss Label; 'tJ8
Ply: 1 I SEQN: 27138 / T27 / EJAC
Qty: 24 FROM:
Wgt: 30.8 Ibs
DRW:
12/21/2017
4-3/16-
1
�_ 2' f 7'10"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
Des Ld: 37.00
EXP: B
Mean Haight: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0' psf
Soffit: 10.00
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 endwali: not in 4.50 ft
GCp!: 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
:Lt Level Return 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
Provide (2) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
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): 0.015 D
HORZ(TL): 0.032 D
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.318
TPI Std: 2007
Max BC CSI: 0.241
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.01.01.0630.09
RICHARD A. SIVER
P.E.
#65698
C
io
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 415 / 89 / 298 /- / 190 / 8.0
D 142 /- /78 /- /- /1.5
C 188 /133 /117 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 45 0 B-C 84 -160
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
A-E 0 0
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricatingg handling, shi ping, installing and bracing. Refer to and follow the latest edit!on of BCSI (Bu!id!nl
Safety Information, by TPI and'SBCA) for safe practices prior to performing these functions. Installers shall provide temporary
r BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper)
ggid ceiling Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, 87 or p10
e. AppTy plate. to each face o truss and position as shown above and on the Joinl9Details, unless noted otherwise. (tefer to
60A-Z for standard plate positions.
a division of
this drawing,any failure to build the 3670 COMMERCE CENTER
on this drawing or cover page SEBRING, FL 33870
he design shown. The suiFability (863)385-8242
TDI 4 Q__ q
u
Job Number: 84828 Ply: 1 SEQN: 27140 / T25 / JACK
/SOUTHERN CITY DEVELOPMENT NOSSEN/CUD /BLG Qty: 3 FROM: DRW:
Truss Label: J6 Wgt: 25.2 Ibs .. / ... 12/21/2017
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 10.00
Load Duration: 1.25
Spacing: 24.0 "
�— 2' -I- 5'8-15/16"
Wind Criteria
Wind Std: ASCE 7-10
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: B
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 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
:Lt Level Return 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
Provide (2) 16d toe-nai;s.at top chord.
Provide (2) 16d toe -nails at bottom chord.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L%#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): 0.007 D
HORZ(TL): 0.014 D
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.488
TPI Std: 2007
Max BC CSI: 0.323
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.01.01.0630.09
RICHARD A. SIVER
P.E.
#65698
C
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 341 / 82 / 254 / - / 147 / 8.0
D 102 /- /54 !- /- /1.5
C 132 /95 /80 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 45 0 B-C 59 -129
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
A-E 0 0
"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, shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
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 progerl
id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10
r e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to
60A-Z for standard plate positions.
a division of
dim 1, or Torr
acceptance
any structure
:his drawing,any failure to build the 3670 COMMERCE CENTER
on this drawing or cover pa e SEBRING, FL 33870
ieodes�ign shown. The suitability (863)385-8242
0
Job Number: 84828 Ply: 1 TFROM:
EQN: 27142 / T10 / EJAC
/SOUTHERN CITY DEVELOPMENT NOSSEN/COD /BLG Qty: 3 DRW:
Truss Label: EJ4B Wgt: 21.0 Ibs / ... 12/21/2017
C
Loading Criteria (psi)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 10.00
Load Duration: 1.25
Spacing: 24.0 "
4_„
4)
DO
Wind Criteria
Wind Std: ASCE 7-10
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: B
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h to 2h
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: j 3P. (Effective 6/1/2013)
Top chord 2x4 SP #2-
Bot chord 2x4 SP #2
:Lt Level Return 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
Provide (2) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
�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): 0.002 D
HORZ(TL): 0.006 D
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.424
TPI Std: 2007
Max BC CSI: 0.190
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.01.01.0630.09
RICHARD A. SIVER
P.E.
#65698
11
M
(V
1
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 300 / 55 / 231 / - / 87 / 8.0
D 78 /- /42 /- !- /1.5
C 97 /47 /57 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 45 0 B-C 44 -103
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
A-E 0 0
""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTAIIT- 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 edition of BCSI (Building
Went Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted othelwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperg
d rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or B10 SCOSTA CORPORATION
icable. Apply Agates to each fare 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 OR FLOOR TRUSSES
a division of ITW Building Ccmponents 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 drawing indicates acceptance of rofessional engineering responsibility solely for the design shown. The sul ability (863)385-8242
;e of this yawing for any structure is the responsibility of the engineering Designer per ANSI/TPI 1 Sec.2.
[Tsr
Number: 84828 Ply: 1 SEQN: 27157 / T8 / EJAC
UTHERN CITY DEVELOPMENT NOSSEN/COD /BLG Qty: 1 FROM: DRW:
s Label: EJ4C Wgt: 15.4 Ibs / ... 12/21/2017
3M(A'
4'6"
0
1
l-
N
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 Udefi U#
Loc R / U / Rw / Rh / RL / W
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): NA
A 176 / 20 / 108 / - / 91 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
C 81 /_ / 48 / - / - / 1.5
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.004 C
B 110 / 78 / 71 ! - ! - / 1.5
Des Lc. 37.00
EXP: B
HORZ(TL): 0.010 C - -
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 10.00
Mean Hei
Height: 15.00 ft
TCDL: ei psf
4.0
Creep Factor: 1.5
A Min Brg Width Req = 1.5
Soffit: 10.00
BCDL: psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.348
C Min Brg Width Req = -
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007
Max BC CSI: 0.205
B Min Brg Width Req = -
Bearing A is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes �
Max Web CSI: 0.000
Loc. from ehdwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
„
Wind Duration: 1.60
WAVE
Chords Tens.Comp.
VIEW Ver: 17.01.01.0630.09
Lumber
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
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
quire extreme care in, fabricating handling, shipping, installing and bracing. Refer to and follow the latest
a division of
' I NI9,.or for r
acceptance
any structure
:stramt or wens snau nave Dracan instauea per is
as shown above and on the Join Details, unless
A-B 49 -110
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 0 0
of
failure to build
gthe 3670 COMMERCE CENTER DRIVEI
nor r pa abili SEBRING, FL 33870
The ty (863)385-8242
Jdb Number: 84828 Ply: 1 1 SEQN: 27595 / T34 / EJAC
/SOUTHERN CITY DEVELOPMENt T /VOSSEN/COD /BLG Qty: 10 FROM: DRW:
Truss Label: EJ4 Wgt: 18.2 Ibs I .. / ... 12/21/2017
4_3„
4)
Loading Criteria (psf) I Wind Criteria
I- 2' } 3'10"
TCLL: 20.00
I Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
Des Ld: 37.00
EXP: B
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 10.00
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
:Lt Level Return 2x4 SP #2:
Lumber value set "138" uses design values
approved 1/3012013 byALSC
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.
M
Snow Criteria (Pg,Pf in PSF) I Defl/CSI Criteria
Pg: NA Ct: NA CAT: NAI 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): 0.002 D
HORZ(TL): 0.004 D
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.424
TPI Std: 2007
Max BC CSI: 0.132
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.01.01.0630.09
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, b TPI and'SBCA) for safety practices prior to pertorming these functions. Installers
per BCSI. Unless noted oythenNise,top chord shall have properly attached structural sheathing and bottom cI
tl riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI
icable. Apply plates to each face of truss and position as shown above and on the Joinf9Details, unless not
Is 160A-Z for standard plate positions.
a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawin
conformance,with ANSI PI 1, or for handlinj shipping, installation and bracing of trussesA seal on this dr
this drawing indicates acceptance of pro essiona engineerin responsibility solely for the design
;e of this yawing for any structure is the responsibility of the Bquildina Desianer Der ANSI1TPI 1 Ser-_
C
T
M
M
1
EO
CM
M
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 279 / 78 / 220 / - / 108 / 8.0
D 65 /- /35 /- /- /1.5
C 78 /57 /43 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
A-B 45 0 B-C 35 -87
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
A-E 0 0
failure to build the 3670 COMMERCE CENTER
I or cover page .. SEBRING, FL 33870
n. The sui ability (863)385-8242
0
Job Number: 84828 Ply: 1 SEQN: 27227 / T5 / EJAC
/SOUTHERN CITY DEVELOPMENT NOSSEN/COD /BLG Qty: 11 FROM: DRW:
Truss Label: EJ4A Wgt: 18.2 Ibs / ... 12/21/2017
4-�
61
4)
v
�— 2' —�—
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed .
BCDL: 10.00
Risk Category: II
B
Des Ld: 37.00
Mea
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 10.00
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: 1.6C
Lumber
Value Set: 1.1B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
:Lt Level Return 2x4 SP #2:
Lumber value set "13B" 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
3'10"
n
cD
M
M
CV
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): 0.041 D 287 360
F 420 / 95 / 302 / - / 108
/ 8.0
Lu: NA Cs: NA
VERT(TL): 0.096 D 123 240
D 15 / 58 / 44 / - / -
/ 1.5
Snow Duration: NA
HORZ(LL): -0.023 C - -
C 77 / 61 / 34 / - / -
/ 1.5
HORZ(TL):-0.053 C
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 1.5
F Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.479
D Min Brg Width Req = -
TPI Std: 2007
Max BC CSI: 0.476
C Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing F 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: 17.01.01.0630.09
Chords Tens.Comp. Chords
Tens. Comp.
A-B 61 0 B-C
34 -101
RICHARD A. SIVER
P.E.
#65698
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B - D 240 - 67
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
A-E 3 0
'"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qquire extreme care in fabricatingg handling, shi ping, 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 prov
r BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall I
d�id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections I
'le. 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
failure to build the
I or cover pa e
,n. The suig bility
SCOSTA CORPORATION
WOOD STEEL OR TIMBER
ROOF bR FLOOR TRUSSES
3670 CSEBRING, FLE33870 DRI\
(863)385-8242
n
JoU Number: 84828 I Ply: 1 I SEQN: 27144 / T26 / JACK
/SOUTHERN CITY DEVELOPMENT NOSSEN/COD /BLG Qty: 3 FROM: DRW:
Truss Label: J4A Wgt: 18.2 Ibs / ... 12/21/2017
4_3„
0 4)
—2''�
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 170 mph
BCLL: 0:00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
Des Ld: 37.00
EXP: BMean '15.00
Height: ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 10.00
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
:Lt Level Return 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
Provide (2) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
3'8-15/16"
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defi L/#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): 0.002 D
HORZ(TL): 0.004 D
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.676
TPI Std: 2007
Max BC CSI: 0.125
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.01.01.0630.09
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
7uire extreme care in fabricating handling, shi �prctcesprIortoperorm1ng
ng, installing and bracing. Refer to and follow the latest
t Safety Information, b TPi andg'SBCA) for safeaithese functions. InstallersBCSI. Unless noted oherwisetop chord shall ve prperlyattached structuraheathingg and bottomclid ceiling Locationshownfoermanent latel restraintofwebs shall havebracin insjalled per BCSIe. Applytes teach face of trussand posin as shown above and on the Joint9Details, unless no
60A-Z for standard plate positions.
vision of ITW.Building_ Components Group Inc, shall not be responsible for anv deviation from this rimwir
iI rl "1, or Tor
acceptance
any structure
on
Ci
N
00
N
1
00
N
1
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 276 /78 /218 /- /106 /8.0
D 64 /- /34 /- /- /1.5
C 75 /55 /41 !- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 45 0 B-C 34 -120
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
A-E 0 0
of
failure to buildthe3670 COMMERCE CENTER DRIVE
n. r The ser ulfability SEBRING, FL 33870
ty (863)385-8242
Jrib Number: 84828 Ply: 1 SEQN: 27146 / T15 / JACK
/SOUTHERN CITY DEVELOPMENT !.VOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: J4 Wgt: 25.2lbs .. / ... 12/21/2017
r
C
4-3/J' 6"
2-1-9/16"
}
5'8-15/16"
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 L/defl L/#
Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 170 mph
BCLL: Enclosure: Closed
Pf: NA Ce: NA
L VERT L): 0.006 D 999 360
(
B' 105 / 20 / 78 / - / 37 / 48.0
0.00
BCDL: 10.00 Risk Category: II
Lu: NA Cs: NA
VERT TL : 0.012 D 999 240
( )
D 4 / 10 / 17 / - / - / 1.5
EXP: BMean
Snow Duration: NA
HORZ(LL): 0.004 D - -
C 125 / 95 / 75 / - / - 11.5
Des Ld: 37.00
Height: 15.00 ItHORZ(TL):
0.008 D - -
Wind reactions based on MWFRS
NCBCLL: 10.00 TCDL: 4.0 psf
Code / Misc Criteria
Creep Factor: 1.5
B Min Brg Width Req = -
Soffit: 10.00 BCDL: 6.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.477
D Min Brg Width Req = -
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to In
TPI Std: 2007
Max BC CSI: 0.209
C Min Brg Width Req =
Spacing: 24.0 "
P 9� C&C Dist a: 3.00 ft
Re Factors Used: Yes
P
Max Web CSI: 0.000
Bearing B is a rigid surface.
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per PI y (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 17.01.01.0630.09
Chords Tens.Comp. Chords Tens. Comp.
Lumber
A- B 45 0 B- C 56 -127
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #2
Chords Tens.Comp.
:Lt Level Return 2x4 SP #2:
B - D 0 0
Lumber value set "1313" uses design values
approved 1/30,2013 by ALSO
Maximum Web Forces Per Ply (Ibs)
Plating Notes
Webs Tens.Comp.
All plates are 4X4 except as noted.
A - E 0 0
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.
PLATING NOTES
All plates are 4X4 except as noted.
RICHARD A. SIVER
P.E.
#65698
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLU
DIN
G THE INSTALLERS
quire extreme care in fabricating, handling, shi Ing, installing and bracing. Refer to and follow the latest edition of BCSI
t Safety Information, byy TFi anct SBCAj for safe�y practices pnor to performing these functions. Installers shall rovide to
BCSI. Unless noted othervvise,top chord shall have properly attached structural sheathing and bottom chord shPall have
d ceilingg Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B'
'le. 4pply pplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
60A=Z for sta ri"i rd plate positions.
a division of
Im 1,orfor r
acceptance
any structure
failure to build the 3670 COMMERCE CENTER
I or cover page SEBRING, FL 33870
n. The suitability (863)385-8242
ri
.166'Number: 84828 Ply: 1 SEQN: 26134 / T33 / EJAC
/SOUTHERN CITY DEVELOPMENT NOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: EJ41) Wgt: 14.0 Ibs .. / ... 12/21/2017
4X4(B1)
T
i
8-3/16"
12 B
f` 3'2"
T
co
M
tM
CV
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: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): NA
A 124 / 11 / 75 / - / 64 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
C 62 /- / 35 / - / - / 1.5
BCDL: 10.00
Risk Category: II
EXP: BMean
Snow Duration: NA
HORZ(LL): -0.001 B
B 79 / 61 / 50 / - ! - / 1.5
Des Ld: 37.00
Height: 15.00 ft
HORZ(TL): 0.002 C
Wind reactions based on MWFRS
NCBCLL: 10.00
TCDL: 4.0 psf
Code / Misc Criteria
Creep Factor: 1.5
A Min Brg Width Req = 1.5
Soffit: 10.00
BCDL: 6.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.208
C Min Brg Width Req = -
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007
Max BC CSI: 0.049
B Min Brg Width Req = -
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing A is a rigid surface.
Loc. from endwall: not in 9.0o ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
Chords Tens.Comp.
VIEW Ver: 17.02. 01 A. 1114.21
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x6 SP #2
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Purlins
In lieu of rigid :ailing 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.
RICHARD A. SIVER
P.E.
#65698
A-B 35 -86
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 INTHE INSTALLERS
luire extreme care in fabricatingg handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI
t Safety Information, b TPI and'SBCA) `or safety practices pnor to pertorming these functions. Installers shall provide to
BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have
id ceiling Locations shown for p rme ent lateral restraint of webs shall have bracing installed per BCSI sections 63, B;
e. AppTy plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise.
60A-Z for standard plate positions.
a division of
any
failure to build the 3670 COMMERCE CENTER DRIVE
I or cover pa a SEBRING, FL 33870
n. The swig bility (863)385-8242
Job Number: 84828 Ply: 1 SEQN: 27009 / T11 / JACK
/SOUTHERN CITY DEVELOPMENT IVOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: J3 Wgt: 9.8 Ibs .. / ... 12/21/2017
12 C
6 � —1-1
1112X4 B `J
T.
A HB 1'4-11/16"
M
i
d'
1113X5E B1 D
1'8-15/16" --+
T
00
1
co
N
1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.000 B 999 360
E 209 / 86 / 161 / - / - / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.000 B 999 240
D 34 /- / 17 / - / - / 1.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.000 B - -
C 5 / 34 / 41 / - / 57 / 1.5
Des Ld: 37.00
EXP: BMean Height: 15.00 ft
HORZ(TL): 0.000 B
Wind reactions based on MWFRS
NCBCLL: 10.00
TCDL: 4.0 psf
Code / Mise Criteria
Creep Factor: 1.5
E Min Brg Width Req = 1.5
Soffit: 10.00
BCDL: 6.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.216
D Min Br Width Re
9 q = -
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
TPI Std: 2007
Max BC CSI: 0.012
C MinBrgWidthReq =-
Spacing: 24.0 "
C&C Dist a: 3.00 ft "
Rep Factors Used: Yes
Max Web CSI: 0.062
Bearing E is a rigid surface.
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
0.1
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration:
n: 1.60
WAVE
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver: 17.02..1114.21
01A
Lumber,
A - B 47 0 B - C 169 - 55
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x4 SP M-31
Webs 2x4 SP #2
Lumber value set "'I 3B" 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 (2) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
RICHARD A. SIVER
P.E.
#65698
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
E-D 0 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - E 351 -192
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
""'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s require extreme care in fabricating, handling, shi mg, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Went Safety Information, bVV TPI and'SBCA) for safe�y practices prior to performing these functions. Installers shall provide temporary.
per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperl
d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insgalled per BCSI sections B3, 67 or 610 SCOSTA CORPO ATION _ icable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. !?efer to WOOD STEEL OR TIMBER Is 160A-Z for standard plate positions. ROOF bR FLOOR TIMBER
a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 36R COMMERCE CENTER DRIVE
conformance with ANSI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover pa e , , SMMERC, C NTE
3870
this drawing indicates acceptance of professlonai engmeerin responsibility solely for the design shown. The suitability (863)385-8242
le of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
c
Job Number: 84828 Ply: 1 SEQN: 27430 / T50 / EJAC
/SOUTHERN CITY DEVELOPMENT /VOSSEN/COD /BLG Qty: 8 FROM: DRW:
Truss Label: EJ3 Wgt: 15.4 Ibs / .,. 12/21/2017.
Iy
T
I
3X4(A1) B r;
4-
.� fV
4�4A B 1 D
M1 E
'tl 0-y1 14"
3P 4"
E--- 2' 2'6" —�
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: B
Des Ld: 37.00 D
Des d::
Mean Height: 15.00 ft
.00
TCDL: 4.0 psf
Soffit: 10.00
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
:Lt Level Return 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 Ncies
Provide (2) 16d toe -nails at top chord.
Provide (2) 16d toe -nails at bottom chord.
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): -0.001 D
HORZ(TL):-0.003 D
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.393
TPI Sid: 2007
Max BC CSI: 0.105
Rep Factors Used: Yes
Max Web CSi: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 17.01.01.0630.09
WAVE
RICHARD A. SIVER
P.E.
#65698
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 316 /88 /222 /- /81 /4.5
D 30 /5 /25 /- /- /1.5
C 6 /26 /33 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
A-B 60 0 B-C 21 -48
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
A-E 3 0
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"*IMPORTANT" FURNISH THIS,DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabriatingg'handling, shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Went Safety Information, byy TPI andSBCA) for safety practices prior to performing these functions. Installers shall provide temporary
Ber BCSI. Unless noted o7herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properl
rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10
r to SCOSTA CORPORATION
Icable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. DefeWOOD 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 PI 1, or for handlingf shipping, installation and bracing of trussesA seal. on this drawing or cover pa e , , SEBRING, FL 33870
this drawing indicates acceptance of pro essiona engineerin responsibility solely for the design shown. The suigability (863)385-8242
ie of this gnawing for any structure is the responsibility of the �uilding Designer per ANSI/TPI 1 Sec.2.
Jot Number: 84828
/SOUTHERN CITY DEVELOPMENT /VOSSEN/COD /BLG
Truss Label: J2
Ply: 1 SEQN: 27553 / T17 / JACK
Qty:6 FROM: DRW:
Wgt:12.6lbs / ...
12/21/2017
12
6
4-3/p"
4X4 A
M 1
3X4(A1)
(B g,----
0T"
C
i -- 2' 1'8-15/16" --�
Il
00
LO
I
N
9.1
L?
C%4
1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCL'L: 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: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): NA
B 237 / 94 / 211 / - / 65 / 8.0
BCLL: 0.00
Enclosure; Closed -
Lu: NA Cs: NA
VERT(TL): NA
D 23 / 13 / 25 / - / - / 1.5
BCDL: 10.00
Risk Category: II
EXP' B
Snow Duration: NA
HORZ(LL): -0.001 D -
C 3 / 33 / 35 / - / - / 1.5
Des Ld: 37.00
Mean Height: 15.00 ft
HORZ(TL):-0.001 D
Wind reactions based on MWFRS
NCBCLL: 10.00
TCDL: 4.0 psf
Code / Misc Criteria
Creep Factor: 1.5
B Min Brg Width Req = 1.5
Soffit: 10.00
BCDL: 6.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.678
D Min Br Width Re
9 q = -
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.143
C Min Brg Width Req =
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Re P Factors Used: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface. .
Loc. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Gtio 0.1
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 9:60
WAVE
01
VIEW Ver: 17.01..0630.09
Chords Tens.Comp. Chords Tens. Comp.
Lumber
A - B 45 0 B - C 45 - 32
Value Set: 1.3B.(Effective 6/1/2013)
Top chord 2x4 SP #2
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #2 _
Chords Tens.Comp.
:Lt Level Return 2x4 SP #2:
B - D 0 0
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Maximum Web Forces Per Ply (Ibs)
Purlins
Webs Tens.Comp.
In lieu of rigid ceiling provide lateral bracing to brace
A - E 0 0
BC@24"OC
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
reqquire extreme care in fabricating handling, shi pmg, installing and bracing. Refer to and follow the latest
nenf Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers
per BCSI. Unless noted ogherwise,top chord shall have properly attached structural sheathing and bottom ct
d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI
icable. Apply plates to each face of truss and position as shown above and on the Join Details, unless nol
Is 160A-Z for standard plate positions.
a division of ITW BuildingComponents Group Inc, shall not be responsible for any deviation from this drawin
conformance with ANSI PI 1, or for handling shipping, installation and bracing of trussesA seal on this dr
this drawingg indicates acceptance of professronai engineering responsibility solely for the design
;e of this drawing for any structure is the responsibility of the building Designer per ANSUTPI 1 Sec.
Of
ms tsa, ur or tsiu— SC, CORPO ATTnN
7erwise. }Refer to WOOD STEEL OR TIMBER
ROOF bR FLOOR TRUSSES
failure to build the 3670 COMMERCE CENTER DRIVE
1 or cover page SEBRING, FL 33870
n. The .IV
(863)385-8242
Job Number: 84828
/SOUTHERN CITY DEVELOPMENT /VOSSEN/COD /BLG
Truss Label: J2A
Ply: 1 SEQN: 26066 / T6 ! JACK
Qty:6 FROM: DRW:
Wgt:14.0lbs .. / ... 12/21/2017
C
12
6=3X4(Al) 00
B T1
T
4-1„ o`O
u7
N
0 4X4 A F D N
.�, M1
E B1
OT"
8"
f ----- 2' 1'8-15/16" --�
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/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: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.000 - 360 F 508 / 230 / 480 ! - / 63 / 8.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.000 - 240 D -279 /279 / 148 /- /- / 1.5
BCDL: 1000 Risk Category: II Snow Duration: NA HORZ(LL): -0.004 C C 3 / 30 / 31 / - / - / 1.5
EXP: B
Des Ld: 37.00 Mean Height: 15.00 ft HORZ(TL): -0.008 C Wind reactions based on MWFRS
NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 1.5 F Min Brg Width Req = 1.5
TCDL: 6.0 psf D Min Br Width Re
Soffit: 10.00 BCDL: 6.0 psf Bldg Code: FBC 2014 RES Max TC CSI:' 0.623 g q = -
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.253 C Min Brg Width Req = P -
Spacing: 24.0 C&C Dist a: 3:00 ft
Re Factors Used: Yes Max Web CSI: 0.000 Bearing F is a rigid surface.
"
Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber:
GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1114.21 Chords Tens.Comp. Chords Tens. Conycn
Lumber A-B 47 -3 B-C 37 -40
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x6 SP M-14
Chords Tens.Comp.
:Lt Level Return 2x4 SP #2: B - D 285 -50
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Maximum Web Forces Per Ply (Ibs)
Purlins
Webs Tens.Comp.
In lieu of rigid ceiling provide lateral bracing to brace A - E 3 0
BC@24"OC
Wind
Left cantilever is exposed to wind
Additional Notes
Negative reaction(s) of -279# 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.
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
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 drawingg indicates acceptance of . rofess ona engineering responsibility solely for the design shown. The sutgability (863)385-8242
;e of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 84828 Ply: 1 SEQN: 26071 / T47 / SPEC
/SOUTHERN CITY DEVELOPMENT /VOSSEN/COD /BLG Qty: 5 FROM: DRW:
Truss Label: M1 Wgt: 64.4 Ibs .. / ... 12/21/2017
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 10.00
Load Duration: 1.25
Spacing: 24.0 "
awe
n
8"
�' 1 10,61, i
2' 111,4„
Wind Criteria
Wind Std: ASCE 7-10
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: B
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 ft
Loc. from endwall: not in 9.00 ft
QCpi: 0.18
Wind Duiailon: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP M-3';
Bot chord 2x4 SP M-31
Webs 2x4 SP #2
:Lt Level Return 2x4 SP #2:
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC @ 24" OC
Wind
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
l
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): 0.047 F 252 360
H 628 / 107 / 421 / - / 262 / 8.0
Lu: NA Cs: NA
VERT(TL): 0.110 F 108 240
1 378 / 158 / 265 / - /- / 8.0
Snow Duration: NA
HORZ(LL): -0.027 D - -
Wind reactions based on MWFRS
HORZ(TL): -0.064 D -
H Min Brg Width Req = 1.5
Code / Misc Criteria
Creep Factor: 1.5
1 Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.223
Bearings H & I are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.425
Rep Factors Used: Yes
Max Web CSI: 0.377
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):
A - B 61 0 C - D 69 -142
WAVE
VIEW Ver: 17.02.01A.1114.21
B - C 43 -512
RICHARD A. SIVER
P.E.
#65698
Maximum Bot Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
B - F 846 - 325 F - E 426 - 330
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A- G 3 0 C- E 352 - 454
F - C 194 - 23 D - E 234 -154
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE IN
quire extreme care in fabricating handling, shi ping, installing and bracing. Refer to and follow the latest edition of
t Safety Information, b TPI and'SBCA) for safety practices riot to pertorming these functions. Installers shall prov
BCSI. Unless noted o�herwise,top chord shall have properl� attached structural sheathing and bottom chord shall
id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections I
e. AppTy plate- to each face of truss.and position as shown above and on the JoiniDetails, unless noted otherw
60A-Z for standard plate positions.
a division of
Im 1,ortor r
acceptance
any structure
d
:his drawing,any failure to build the 3670 COMMERCE CENTER DRIVE
on this drawing or cover page SEBRING, FL 33870
ie design shown. The suiFability (663)385-B242
TPI 1 Sec.2.
Job Number:s4828 Ply: 1 SEQN: 26073 / T38 / MONO
/SOUTHERN CITY DEVELOPMENT NOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: M3 Wgt: 25.2 Ibs / ... 12/21/2017
=4X
' 4'6"
Loading Criteria (psi)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
'Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: B
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 10.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 fio 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 2x8 SP 2400f-2.0E
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 56 plf at 0.00 to 56 plf at 4.50
BC: From 20 plf at 0.00 to • 20 plf at 4.50
BC: 749 lb Conc. Load at 2.56
Purlins
In lieu of rigid ceiling provide lateral bracing to brace
BC @ 24" OC
Wind
Right end ve,fi.::al not exposed to wind pressure.
Additional Notes
Provide hanger or special connection at right end of
truss for 580 Ibs.
a
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): 0.006 C
HORZ(TL): 0.013 C
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.213
TPI Std: 2007
Max BC CSI: 0.261
Rep Factors Used: Yes
Max Web CSI: 0.030
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.01A.1114.21
RICHARD A. SIVER
P.E.
#65698
R
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
D 509 /69 /- /- /- /8.0
C 580 /71 /-/-
Wind reactions based on MWFRS
D Min Brg Width Req = 1.5
C Min Brg Width Req = -
Bearing D is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A - B 34 - 50
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 10 -3
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B-C 49 -98
"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
rt Safety. Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall prov
r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall I
,id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections I
e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherw
60A-Z for standard plate positions.
Ivi i,ortor r
acceptance
any sructure
failure to build the 3670 COMMERCE CENTER DRIVEI
1 or cover page , , SEBRING, FL 33670
,n. The sui bility (863)385-8242
Job Number: 84828 Ply: 1 SEQN: 26942 / T29 / MONO
/SOUTHERN CITY DEVELOPMENT /VOSSEN/GOD /BLG Qty: 1 FROM: DRW:
Truss Label: M2 Wgt: 22.4 Ibs I .. / ... 12/21/2017
4X4
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
Des Ld: 37.00
EXP: B
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 10.00
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 2x6 SP #2
Bot chord 2x8 SP 2400f-2.OE
Webs 2x4 SP #2
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 56 plf at 0.00 to 56 plf at 3.17
BC: From 20 plf at 0.00 to 20 plf at 3.17
TC: 1421 lb-Gonc. Load at 1.40
BC: 811 lb Conc. Lord at 1.23
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 993 Ibs.
4n R
T
co
1 "'
SO
04
312"
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): 0.018 C
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.785
TPI Std: 2007
Max BC CSI: 0.276
Rep Factors Used: Yes
Max Web CSI: 0.043
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.01A.1114.21
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 fabricatingg handling, shi ping, installing and bracing. Refer to and follow the latest edition of
ft
Safety Information, b TPI and'SBCA) for safety practices pnor to performing these functions. Installers shall prop
BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathingg and bottom chord shall
d3id ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections I
'le. Apply plates to each face of truss and position as shown above and on the Join�Details, unless noted otherw
60A-Z for standard plate positions.
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
D 1479 / 574 / - / - / - / 8.0
C 993 1363
Wind reactions based on MWFRS
D Min Brg Width Req = 1.5
C Min Brg Width Req = -
Bearing D is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A - B 204 - 491
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 15 -5
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - C 157 - 486
nuur uR rLUUK I KUA,
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
conformance with ANSIf� 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 of rofesslonai engmeerin9 responsibility solely for the design shown. The suiTablllty (BRING, 8z42
e of this yawing for any structure is tpe responsibility of the gUlldina Designer oer ANSI/TPI 1 Roc
Jdo Number: 84828 Ply: 1 SEQN: 27440 / T67 / VAL
/SOUTHERN CITY DEVELOPMENT /VOSSEN/COD /BLG Qty: 1 FROM: DRW:
Truss Label: V6 Wgt: 53.2 Ibs .. / ... 12/21/2017
6 1 15411
" 11'3-1/16"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
Des Ld: 37.00
EXP: B
Mean Height: 15.20 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 10.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h to'2h
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 "13B" uses design values
approved 1/30/2013 by ALSC
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
See applicable standard valley or piggyback details
for more requirements.
LI
11,10"
1
1
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF
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): 0.006 G 999 360 H' 76 / 8 / 49 /- / 14
Lu: NA Cs: NA VERT(TL): 0.014 G 999 240 Wind reactions based on MWFRS
Snow Duration: NA HORZ(LL): -0.003 D - - H Min Brg Width Req = -
HORZ(TL): -0.006 D Bearing A is a rigid surface.
Code / Misc Criteria Creep Factor: 1.5
/141
Bldg Code: FBC 2014 RES
Max TC CSI: 0.243
Maximum Top Chord Forces Per Ply (Ibs)
TPI Std: 2007
Max BC CSI: 0.164
Chords Tens.Comp. Chords Tens. Comp.
Rep Factors Used: Yes
Max Web CSI: 0.062
A - B 89 - 325 C - D 40 - 85
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
B - C 64 -241
Plate Type(s):
WAVE
VIEW Ver: 17.01.01.0630.09
Maximum Bot Chord Forces Pe PI Ib
RICHARD A. SIVER
P.E.
#65698
ok"MARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s require extreme care in fabricating, handling, ship pping, installing and bracing. Refer to and follow the latest
nent Safety Information, b fPl and'SBCA) for safety practices prior to performing these functions. Installers
Ter BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom ct
d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per'BCSI
icab5le. Apply plates to each face of truss and nosition as shown above and on the Joint Details, unless nol
Is 160A-Z for standard plate. positions.
a division of ITW_Buildin9 Components GrouD Inc. shall not be resoonsihle for anv rfevintinn frnm this ri—in
I m 1, or for n
�acce tance
any structure
on
r y ( s)
Chords Tens.Comp. Chords Tens. Comp.
A - G 329 - 78 F - E 343 - 85
G - F 338 - 82
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
B-G 251 -211 D-E 154 -90
C - F 324 - 252
of
ms as, bt or bl u— SCOSTA CO PO ATI
lerwise. Refer to WOOD STEEL OR TIMB
ROOF OR FLOOR TRUS:
failure to build the 3670 COMMERCE CENTER
1 or cover page SEBRING, FL 33870
'n. The suitability (863)385-8242
Job Number: 84828 Ply: 1 SEQN: 27438 / T66 / VAL
/SOUTHERN CITY DEVELOPMENT /VOSSEN/COD /BLG City: 1 FROM: DRW:
Truss Label: VS Wgt: 42.0 Ibs .. / ... 12/21/2017
6115/16"
f i 94-9/16"
-0- /4'
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: B
Des Ld: 37.00
Mean Heighti15.67 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 10.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h to 2h
Spacing: 24.0 "
i&C Dist a: 3,00 ft
Loc. from endwall: not in 9.00 ft
'GCpi: 0.1 a
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 "'I 3B" uses design values
approved 1/30/2013 byALSC
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
See applicable standard valley or piggyback details
for more requirements.
�J
9'11-1/2"
r,
1
1
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF
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): 0.025 E 999 360 F' 76 / 8 / 49 /- / 14
Lu: NA Cs: NA VERT(TL): 0.057 E 999 240 Wind reactions based on MWFRS
Snow Duration: NA HORZ(LL): 0.006 E - - F Min Brg Width Req = -
HORZ(TL): 0.015 E - Bearing A is a rigid surface.
Code / Misc Criteria Creep Factor: 1.5
/ 119
Bldg Code: FBC 2014 RES Max TC CSI: 0.377 Maximum Top Chord Forces Per Ply (Ibs)
TPI Std: 2007 Max BC CSI: 0.290 Chords Tens.Comp. Chords Tens. Comp.
Rep Factors Used: Yes Max Web CSI: 0.065 A- B 78 -262 B - C 33 -86
FT/RT:20(0)/10(0) Mfg Specified Camber:
Plate Type(s): I Maximum Bot Chord Forces Per Ply (Ibs)
WAVE VIEW Ver: 17.01.01:0630.09 Chords Tens.Comp. Chords Tens. Comp.
A - E 293 - 66 E - D 301 - 70
RICHARD A. SIVER
P.E.
#65698
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
B - E 369 - 321 C - D 155 - 75
"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
t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall prov
BCSI. Unless noted ovherwise,top chord shall have properly attached structural sheathing and bottom chord shall
d ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections I
,60 Apply plates to each face of truss and position .sow
above and on the Jo!ngDetails, unless noted otherw
60A-Z for standard plate positions.
a division of
' f F9 1, or for r
acceptance
any structure
failure to build the 3670 COMMERCE CENTER
I or cover page SEBRING, FL 33870
n. The sui abjlity (863)385-8242
Job Number: 84828 Ply: 1 SEQN: 26382 / T55 / VAL
/SOUTHERN CITY DEVELOPMENT NOSSEN/COD /BLG Qty: 3 FROM: DRW:
Truss Label: V4 Wgt: 33.6 Ibs / ... 12/21/2017
6,15116"
r— t' 7'4-9/16"
-ev4•
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Stdr ASCE 7-10
TCDL: -7:?0
Speed: 170 mph
BCLL: 0.00 .
Enclosure: Closed
BCDL: 10.00
Risk Category: II
B
Des Ld: 37.00
Mean
Mean Height: 16.29 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 10.00
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 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 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
Wind
Right end vertical not exposed to wind pressure.
Additional Notes
See applicable standard valley or piggyback details
for more requirements.
r�
T11-1/2"
1
1
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF
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): 0.005 E 999 360 F• 76 / 17 / 48 /- / 19
Lu: NA Cs: NA VERT(TL): 0.013 E 999 240 Wind reactions based on MWFRS
Snow Duration: NA HORZ(LL): -0.002 C - - F Min Brg Width Req = -
HORZ(TL): 0.003 E Bearing A is a rigid surface.
Code / Misc Criteria Creep Factor: 1.5
/ 95.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.249
Maximum Top Chord Forces Per Ply (Ibs)
TPI Std: 2007
Max BC CSI: 0.171
Chords Tens.Comp. Chords Tens. Comp.
Rep Factors Used: Yes
Max Web CSI: 0.077
A - B 58 - 235 B - C 37 - 0"
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver: 17.01.01.0630.09
Ch d T C Ch d T C
RICHARD A. SIVER
P.E.
#65698
or s ens. omp. or s ens. omp.
A - E 242 - 48 E - D 255 - 53
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
B - E 322 - 252 C - D 180 - 90
—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 ping, 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 prov
- BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathin and bottom chord shall I
d�id ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections I
>Ie. Apply plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherw
60A-Z for standard plate positions.
a division of
t ANb1f i rr - or tor nanoung snippir
rcates acceptance of rofessron<
ng for any structure is tie respons
failure to buildthe3670 COMMERCE CENTER DRIVEI
n r The rSulMility 8E(863) 8'5 8242 70
Joo Number: 84828_ Ply: 1 SEQN: 26380 / T54 / VAL
/SOUTHERN CITY DEVELOPMENT /VOSSEN/COD /BLG Qty: 3 FROM:
Truss Label: V3 Wgt: 22.4 Ibs
6L 5/16"
I' 5'4-9/16"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std:, ASCE 7-10
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
Des Ld: 37.00
EXP: B
Mean Height: 16.79 It
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 10.00
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 endwail: not in 9.00 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 "'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
Wind
Right end vertical not exposed to wind pressure.
Additional Notes
See applicabia standard�4alley or piggyback details
for more requirements.
R
5'11-1/2" —
Snow Cr.teria (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): 0.010 C
HORZ(TL): 0.023 C
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.437
TPI Std: 2007
Max BC CSI: 0.352
Rep Factors Used: Yes
Max Web CSI: 0.127
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.01.01.0630.09
RICHARD A. SIVER
P.E.
#65698
t
zo
DRW:
... / ... 12/21/2017
♦ Maximum Reactions (Ibs), or "=PLF
Loc R /U /Rw /Rh /RL /W
D' 75 /17 /47 /- /18 /71.5
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 44 -108
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 191 -29
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B-C 241 -139
"WARNING— READ AIJD FOLLOW ALL NOTES ON THIS DRAWING[
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabriatingg handling, shi ping, installing and bracing.. Refer to and follow the latest edition of BCSI (Buildin(
Safety Information, b TPI anc/'SB r) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properl
id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or p10
e.� App y plates �o etch face: of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to
a division of ITW BuilSi Components 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 shippin , installation and bracing of trussesA seal on this drawing or cover pa e , , SEBRING, FL 33870
this drawingq indicates acceptance pf professional engineerin responsibility solely for the design shown. The suitability (863)385-8242
le of this pawing for any structure is the responsibility of the Bquildinq Designer oer ANSI/TPI 1 Sec.2.
Job Number: 84828 Ply: 1 SEQN: 26378 / T53 / VAL
/SOUTHERN CITY DEVELOPMENT /VOSSEN/COD /BLG Qty: 5 FROM: DRW:
Truss Label: V2 Wgt: 14.0 Ibs / ... 12/21/2017
15/1
-�----- 3'4-9/16"
61
f 3'11-1/2"
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
Wind Criteria
Wind Sid: 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): NA
♦ Maximum Reactions (Ibs), or'=PLF
Loc R / U / Rw / Rh / RL / W
D' 75 / 15 / 46 /- / 17 / 47.5
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
Wind reactions based on MWFRS
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.003 C
D Min Brg Width Req =
Des Ld: 37.00
EXP: BMean Height: 17.29 ft
HORZ(TL): 0.006 C - -
Bearing A is a rigid surface.
NCBCLL: 10.00
TCDL: 4.0 psf
Code / Misc Criteria
Creep Factor: 1.5
Soffit: 10.00
BCDL: 6.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.189
Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Sid: 2007
Max BC CSI: 0.151
Chords Tens.Comp.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.053
A - B 32 -73
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s): I
Maximum Bot Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE I
VIEW Ver: 17.01.01.0630.09
Chords Tens Corn
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 late,,rbl bracing to brace
BC@24"OC
Additional Notes
See applicable standard valley or piggyback details
for more requirements.
RICHARD A. SIVER
P.E.
#65698
P
A - C 144 - 20
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - C 163 - 90
""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
t Safety Information, b TPI and'SBCA) for safety practices prior to performing these functions. Installers shall prov
r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall I
d�id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 1
'le. 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
'I el 1, or Tor hanoling V
acceptance of erofes
any s.ructura.is the res
failure to build the
Inrheruigg
Tsbility
SCOSTA CORPORATION
WOOD STEEL OR TIMBER
ROOF bR FLOOR TRUSSES
3670 COMMERCE CENTER DRIVE
SEBRING, FL 33870
(863)385-8242
Jor) Number: 84828
/SOUTHERN CITY DEVELOPMENT /VOSSEN/COD /BLG
Truss Label: V1
Ply: 1
Qty: 6
Wgt: 5.6 Ibs
15/1 "
1'4-9/16" --�
12
6
B
4AT1
X4(D1)
=1 A"
C
B1
�-- 1'11-112" ---�
SEQN:26376/T49/.VAL
FROM:
T
1
DRW:
... / ... 12/21 /2017
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A 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
TCDL: 7.00
BCLL:
Speed: 170 mph
Enclosure: Closed
Pf: NA Ce: NA
VERT(LL): 0.006 B 999 360
75 / 1 / /- / 10 / 23.5
0.00
BCDL: 10.00
Risk Cate gory: II
Lu: NA Cs: NA
TL
VERT : 0.014 B 999 240
( )
Wind d
Wind reactions based on MWFRS
EXP: B
Snow Duration: NA
HORZ(LL): 0.002 B - -
D Min Brg Width Req =
Des Ld: 37.00
ei
ei
Mean Hght: 15.00 ft
1 HORZ(TL): 0.006 B - -
Bearing A is a rigid surface.
.
10.00
TCDL: psf
Code / Misc Criteria
Creep Factor: 1.5
Soffit: 10.00
BCDL: 6.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.059
Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 1.25
MWFRS Parallel Dist: h to 2h
TPI Std: 2007
Max BC CSI: 0.100
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
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
- -21
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 17.01.01.0630.09
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Lumber
Value Set: 13B (Effective 6/1/2013)
A- C 64 -10
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Lumber value set "13B" 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
f Saf extreme „aa;�„ntiabrp atineq �Ra^d;i fig, shipying^installing and bracing.. Refer to and follow thelatest edition of
Nl+ r a�=� vaa i lace or truss ano position as snown above and on the JoinfDetails, unless noted othervviae. ' Refer to a�'v' in w ri AH 11
Is 160A-Z for s andard plate positions. WOOD STEEL OR TIMB
ROOF bR FLOOR TRUS
a division nc with Building Components Group Inc. shall not be responsible for any deviation from this his draw 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 e _ . SEBRING, FL 33870
this drawing Indicates acceptance of pprofessional engineering responsibility solely for the design shown. The suiFablllty (863)385 8242
;e of this drawing for any structure is tfie responsibility of the Quildino Designer oer ANSI/TPI 1 Spr_7
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CLB WEB BRACE SUBSTITUTION
THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB)
IS SPEMFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB
BRACING METHOD IS DESIRED.
NOTES:
THIS DETAIL. IS ONLY APPLICABLE F012 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 MINIMUM ALTERNATIVE BRACING, RE —RUN DESIGN WITH APPROPRIATE
BRACING.
WEB MEMBER
SPECIFIED CLB
ALTERNATIVE BRACING
SIZE
BRACING
T OR L—BRACE
SCAB BRACE
2X9 OR 2X4
1 ROW
2X4
1-2X4
2X8 OR 2X4
2 ROWS
2X6
2-2X4
2X6
1 ROW
2X4
1-2X8
2X6
2 ROWS
2X6
2-2X4(*)
2XB
1 ROW
2X8
1-2X8
2X8
2 ROWS
2X8
2-2X8(*)
T—BRACE, I —BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE
OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON
ENGINEER'S SEALED DESIGN.
(*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH
FACE OF WEB.
I T-BRACING
OR T—BRACE
L-BRACING: OR
L—BRACE
APPLY TO EITHER SIDE OF WEB NARROW FACE.
ATTACH WITH 10d BOX OR GUN
(0.128'z 8.',M M) NAILS.
AT 8' O.C.
BRACE LS A
MINIMLT f 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 S.',MIN) NAILS.
AT 8' O.C.
BRACE 18 A MINIMUM
80% OF WEB MEMBER LENGTH
SCAB BRACE
. vm rmlm
ANCHORAGE AND RESTRAINT OF LATERAL BRACING
THIS IS A DANGEROUS CONDITION
SHEATHING FIG. 1
COMPRESSION WE RS, TO PREVENT THIS -
L
1 BEFORE AND AFTER� FAILURE. �OBUC�BLG• OR RESTRAIN THE
II
IATERAL BRACINGI
I I I `CONTINUOUS LATERAL BRACING
111
I 1 I
USE METHOD SHOWN IN
(CLB) MADMAINS SPACING, HUT
I I PERIM LA►MAL BUCIWG
FIG. 2. SA & SB, OR
OF ALL WED MEMBERS AT
ANOTHER STRUCTURALLY
THE SAYE TIME.
Wl&,�/Z-9HEARING
SOUND METHOD SPECIFIED
FOR TRUSSES
BY PROFESSIONAL
ENGINEER OR ARCHITECT.
FIG. 2
ANCHORAGE HY BUIIAING DESIGNER
(OTHER ANCHORAGE PROVISIONS
FOR OTHER TYPES OF WALLS).
FIG. 3A
,%YYa4 Yd J�IY
ANCHORAGE (HY BUILDING
DESIGNER) INTO SOLID END AM
WALL — EUMITRAINS LATERAL
BRACDIG, THEREBY
PREVENTING WEB BUCKLING.
CLB CLB
COMMON WEB
DBR MAY TRAVERSE MORE THAN TWO
TRUSSES, DEPENDING ON TRUSS HEIGHT.
SHEATHING
THE DRAWING BELOW (FIG. SB) SHOWS HOW TO RESTRAIN THE
CONTINUOUS LATERAL BRAQNG (CLB -En). WHEN ANCHORAGE
IS NOT AVAILABLE AS SHOWN IN FIG. 2 THE DIAGONAL
BRACE RESTRAINT (DER; - ) MEMBERS ARE 2X4'S,
THE ENDS OF WHICH :A, .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. SA
EXAMPLE TRUSSES
COMPRESSION WEB,
SLOPING OR VERTD
OR WEB NEEDING
BRACING.
FIG. 3B
M14 /S OR STUD GRADE DBR IiAIIED
TO OPPOSITE SIDE OF WEB AND
REPEATED AT APPROIUMATELY 20 FOOT
INTERVALS TO RES= LATERAL MOVEMENT.
ATTACH TO WEBS WITH
(2) 16d COMMON (0462- X 3.6- MIN) NAILS.
--fAIWQ" RM AND = OW ALL W= al Un in
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