HomeMy WebLinkAboutREVISIONOFFICE USE ONLY: CANNO H-LE COPY
DATE FILED: St Uele A,1
REVISION FEE:',-� RECEIPT #
P BANNING & DEVELOPtV
ERVICES
BUILDING & CODE REG N
2300 VIRGINIA FORT PIERCE, FL34(772) 462-1553 FAX (772) 462-15
AP$LICATION FOR BUILDING PERAHT Evllc)�
PROJECT INFORMATION
1. LOCATION/SITE
ADDRESS: 9-6-30
2. DETAILED DESCRIPTION OF PR
REVISIONS: / l
/✓o o� �j'U S S
THESE PLANS AND All RRC.POSM WO 1'
ARE SMECT TO Y C RIUMM%NS
REQUIRED BY FIELD lNSPECruRS -rb9-,K 1-
MAY BE NECESSAlff lN ORDER TO
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: _
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS: /2-2 7 Z,
CITYr e -., w �
PHONE (DAYTIME): c/o 7
4. OWNER/BUILDER INFORMATI(
4
NAME:
ADDRESS:
CITY:
PHONE:
ARCHITECT/ENGINEER
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
Revised 07/22/2014
ST. LUCIE COUNTY
BUILDING DIVISION
FOR COMPLIANC
rtrvimv
DATE Off`
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
ST. LUCIE COUNTY CERT. #: C>-C. 1
STATE:
FAX:
STATE:
FAX:
AXION:
STATE:
ZIP:
ZIP:
ZIP:
FA
Alpine, an ITW Company
2400 Lake Orange Drive suite 150 Orlando FL 32837
Florida. EngineerSng Certificate of Authorization Number: 0 278
Florida Certificate of Product Approval It FL1999
Page l of I Document ID: IVQE6704ZO1050901.06
Truss Fabricator:
Angle Truss Company
* h
Job identification:
94831'-RACE TRAC #1136 -- 8630 US HIGHWAY '1 FORT St. tUCIE FL c 3
Truss Count:
11
$ +� w p�
Model Code:
Florida Building Code 5th Edition (2014)
gyf'(•,�+,cLo�`_P,�\�`c/!
Truss Criteria;
Engineering Software:
TP I - 2007 (STD)
Alpine Software,Version 15.01.
°r°o° ••........
j`1f`9 S/��`
1
Structural Engineer of Record:
The identity of the structural FOR did not exist as of+urry�tn+�
Address:
the seal date per section 61G15-31.003(5a) of the F'AC
This document has been electronically signed
MininminDesign Loads:
Roof 45.0 PSF @ 1,25 Duration
and sealed using a Digital Signature. Printed
FloorN/A
copies without an original signature must be:
verifiedusing theoriginal eiectronicversion.
Wind 160 MPH ASCE 7-10 -Partially Enclosed
Notes:
05/05/2016
1. Determination as
to the suitability of these truss components for the
Douglas Fleming
structure is the
responsibility of the building designer/engineer of
-Truss Design Engineer -
record, as defined in ANSI/TPI 1
2. The drawing date
shown on this index sheet must match the date shown
240oLake Orange Dr; Suite 150
on the individual
truss Component drawing.
Orlando FL,'32837
3. As shown on attached drawings; the drawing number is preceded by: HCUSR6704
Details: BRCLBSUB-
RefDescription.
Drawing Date_ 1
1
74521--T
11
16126001
05/05/1.6 r
2
74528--T-2
16126002'
05,/05/16
3
74529--T-3
16126003
05/05/16
4
74530--HJ-1
16126004
05/05/16
5
7453.1--J-10
16126005
05/05/16
i 6
74532
-J-10A
16126006
05/05/16
p 7
74533--CJ-9
1612.6007
05,/05./16
8'
74.534—CJ-7
16126008
05/05/1.6
9
74535--CJ-5
16126009
05/05/16
i,10
74536=-CJ-3
16126010
05/05/16
1.1
74.537-=CJ1_
16126011
05L05JI6
/ hWiaroved ❑ Approved as (Voted
G Rejected ❑ Revise and Resubm[t
This review is for general conformance with
tiie uesi, ;i concept or the project and general
coripliance with the information given in the
Contract Documents.. Corrections or
con ments made on the shop drawings during
this review do not relieve contractor from
comliance with requirements of the plans
and specifications. Approval of a specific
Item shall not include approval of an
assembly of which the item is a component
Contractor is responsible for: dimensions to
be confirmed and correlated at the jobsite;
information that pertains solely to the
fabrication processes or to the means,
methods, techniques, sequences and
pruceddres of construction; coordination of
the work of all trades; and for performing ag
work in a safe satisfactory manner.
III LL+01.EY-ROSSI AND ASSOCIATES,.ILL.
>r/i 3 fG By:
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
(94831-RACE TRAC #1136 -- 8630 US HIGHWAY 1 PORT ST. LUCIE, FL 34952 - T-1)
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP 112
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Lumber value set "13B" uses.design values approved 1/30/2013 by ALSC
(a) Continuous lateral restraint equally spaced on member.
MWFRS loads based on trusses located at least 12.69 ft.
from roof edge.
0-6-0
T
4X6
160 mph wind, 25.37 ft mean hgt, ASCE 7-10, PART.-ENC. bldg, not
located within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC
DL=6.0 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.55
Wind loads and reactions based on MWFRS with additional C&C member
design.
Left and right cantilevers are exposed to wind
Deflection meets L/240 live and L/240 total load. Creep increase
factor for dead load is 1.50.
2X4 III 2X4 III
ZX4(A1)
14-7-8 1
bX/ =
cE 29-11-0 Over 2 Supports
R=1353 U=713 W=6"
RL=55/-55
0-6-0
T -7- 4 0
3X7 = "ZX4(A1)
�4-7-8
14-11-8 I
001IM10:1lty
w C fl e17411% k--713 W=6"
Design Crit: FBC201OCom/TPI-2007(STD) ' v •
PLT TYP. Wave
FT/RT=20%(O%)/10(0) 15 1.Od.03 .2 OT + / /6/
/ /R/
Scale
=.25"/Ft.
ALP
AN ITW COMPANY
\ +
2400 Lake Orange Dr.. Suite 130
*'WARNING!"' READ AND FOLLOW ALL NOTES ON THIS DRAWING[ •
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. � �
Trusses re aulre ea Creme care to faDrlca [ing, ha ntlling. shtpping. Ins Calling an' Dracing. Refer to an0I1 •
the Cate:c edI uon or ecsl (Building cnmpnnent saretr Inrnrmatlnn. br rPl ane WrcAl rnr sarecr oracticee jr
to performin9 these functions. Installers shall provide temporary bracleg per Gcsi. unless he led otherwise • '
top chore shall have properly attache' structural s...thing and bottom chard shall nave a properly attach •
rigid celltng. Loeattons shown for permanent lateral restraint of webs shall have Dracing Installed per �� : �1TE :
ectlons BO. D1 or 010, as .Illll.Cllle. APplr plates to each face oT Cruss and post Clon as shown above antl.�2y • ••
the.leteto dravings 160A-2 for standard plate position:.
Details. unless no Ce' otnerwlse. Hele
Nam', Q► O
A mine, a division of IiW Du11'Ing components croup Inc, snail not be resDonslble for any devta [ton from Ch •• • C ,O• ••
'raving. any (allure to build the truss 1n conformance with ANSI/TPI 1. or rnr ha ndltng, shl pping. % ♦ OR •
In:tally"'' a Dracing or trn:ens. y�i/ '+•.....••' ��
use or his
Aas ponslblllty solelyfortheedeslgn show n�g The ssuttab111tyne endClpitsndrewl grTor as ny atINN.,ae lanth y//// `
responsibility of the Building Designer per ANSI/TPI I Sec.2. H/IO y��`''
T L L
y
TC= D L
Q,B DL
C
LL
TOT.LD.
DUR. FAC.
2 0. 0
10 .0
5.0
10.0
45.0
1.25
P S F
P $ F
PSF
PSF
PSF
R E F R 6 7 0 4 74527
DATE 0 5 / 0 5 / 1 6
DRW HCUSR6704 16126001
HC ENG
SCN/DF
SEON- 529530
FROM ROD
SPACING
2 4. 0"
J REF -
1 V O E 6 7 0 4 Z 0 1
Orlando. FL 32&37
FL COA No 278
Fpr more Inrorm. Lion see thts job's general notes page and these web sites:
ALPINE: w .alpineltw.com: TPI: w w.toinst.org; IITCA: v .sbclndustry.com: ICC: www.Iccsafe.org
05/05/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(94831-RACE TRAC #1136 -- 8630 US HIGHWAY 1 PORT ST. LUCIE, FL 34952 - T-2
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x4 SP $2
Webs 2x4 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
(a) Continuous lateral restraint equally spaced on member.
MWFRS loads based on trusses located at least 12.59 ft.
from roof edge.
0-6-0
T
4X6 (R) III 6X8
3X5 = DAO =
160 mph wind, 25.19 ft mean hgt, ASCE 7-10, PART.—ENC. bldg, not
located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC
DL=6.0 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.55
Wind loads and reactions based on MWFRS with additional C&C member
design.
Left and right cantilevers are exposed to wind
Deflection meets L/240 live and L/240 total load. Creep increase
factor for dead load is 1.50.
'4AO (n) III 3X5 - 2X4 III LA4(A1)
�4-7-8 1 4-7-8
I. 13-0-0 _1_ 3-11-0 _1_ 13-0-0 _1
29-11-0 Over 2 Supports
du�pliu
R=1353 U=702 W=6" R �lf1/ 02 W=6"
,S F a,
RL=48/-48 e�V�..!•' "•._ f/L'
Design Crit: FBC201OCom/TPI-2007(STD) 3� "
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15.91.0J.O3 2 TY. /-/6/ / /R/-
—WARNINGIAA READ AND FOLLOW ALL NOTES ON THIS DRAWING] • • T C L 2 O , O P S F
"IMPORTANT-- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • •
Tr.. r ulre extreme c p In fabrl ca Lln ha ndlln sM in Installln and bract, Refer to and T 1
the latest edition or Dcsl iou n ding c'mP'nedt sar.ty inrormz�lod. by TPI and wNA) rot sarety practices p$I T • L 10 , D P $ F
c' performing these runcti—s. installers shall provide temporary brad ,, Per BCs I. Unless noted 'the rwlg ATE
oo chord sha 11 have Property aLtacned swot [oral snea tnr ng and bottom cnora snap nave a properly attache o
r1910 c'Iling. Locatl ons shown rot Permanent lateral restraint 'f webs snap nave I— ng Ins Calf ed Per BC � •p . : DL 5.0 PSF
r� ec[I ins B3. B] or g10, as appllpa ble. Apply Dlates Co each Lace of truss and posltlon as shown above and 0
AL
��Lne .IOInL Detal k, unless no[ed otherwise. Refer to drawlngs 1fi0A-Z for standard Dlate poll Cf ons. //O�`0LI 1Q.Q PSF
LI Al pl ne, a divlsf on of IIII 1"Ilt%ng ComDone%,. Group Inc. shall /,t be responsible for any devlat on rrom 1 ��, v w•,� l-
d%wing, any rall're to bu" d [he truss In conformance wf th ANsI/TPI I. or rot handling. shlppl n9• y /�_ •1 .�•
AN ITW COMPANY Installation A bracing or trusses. ��� ` `'••�°•' G ��TOT. LD. 45.0 PSF
' A seal on thin drawing or corer P.D. listing this drawl,,. IndlpateA a'c.Ptance or Pr'r.AAfonat engl na,rinp ��I� a
.span:I011icy sorery rot en. dpsl9n snow,. UP s.ltabI rlty and use or cols drawin, rot any st... taro is [n 9 yij POMP- ,�,�
2400 Lake Orange Dr.. Suite 150 �esponslbn lty pr the Butl ding oesigner pot ANSI/TPI I sec.z. / flIIRIImutt a DDR. FAC. 1.25
Orlando,FL 32837 For more Inrnrmati'n see this Jobs general notes page and these web sites: SPACING 2 4 . 0 "
FL COA 90278 ALPINE: w w.alpineitw.com: TPI: www.tpinsL.org: WTCA: www.sb'lndustry.com: ICC: www.tcesafe.org
05/05/2016
it
4M
ram:'
0-6-0
I(
T 23-4-0
Scale=.25"/Ft.
REF R6704- 74528
DATE 05/05/16
DRW HCUSR6704 16126002
HC-ENG SCN/DF
SEQN- 529531
FROM ROD
JREF- 1VQE6704ZOI
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR.
(94831-RACE TRAC
#1136 -- 8630 US HIGHWAY 1 PORT ST. LUCIE, FL 34952 - T-3)
Value Set:
13B (Effective 6/1/2013)
160 mph wind, 24.98 ft mean hgt, ASCE 7-10, PART.—ENC. bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
Top chord
2x4 SP
SS Dense
DL=3.0 psf. GCpi(+/-)=0.55
Bot chord
2x4 SP
112 :B2 2x6 SP SS Dense:
Webs
2x4 SP
#3 :W2, W6 2x4 SP SS Dense:
Wind loads and reactions based on MWFRS.
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 60 plf at 0.00 to 60 plf at 11.00
TC- From 60 plf at 11.00 to 60 plf at 18.92
TC- From 60 plf at 18.92 to 60 plf at 29.92
BC- From 30 plf at 0.00 to 30 plf at 10.00
BC- From 30 plf at 10.00 to 30 plf at 19.92
BC- From 30 plf at 19.92 to 30 plf at 29.92
TC- 289.00 lb Conc. Load at 0.00,29.92
BC- 522.31 lb Conc. Load at 11.05,18.86
BC- 217.91 lb Conc. Load at 13.15,14.96,16.77
0-6-0
T
Left and right cantilevers are exposed to wind
(a) Continuous lateral restraint equally spaced on member.
Deflection meets L/240 live and L/240 total load. Creep increase
factor for dead load is 1.50.
5X7 - 5X10
4X6 =
4X6
3X5 III. 5A5 �Ai)
8X10
�4-7-8 — 4-7-8
I. 11-0-0 _I_ 7-11-0 _I_ 11-0-0 _I
R=2491 U=1390 W=6"
29-11-0 Over 2 Supports
0 W=6"
0-6-0
1
T
+23-4-0
PLT TYP. Wave
Design Crit: FBC201OCom/TPI-2007(STD) - "
FT/RT=20%(O%)/10(0) 15. 1.04.03 2 & A 6TY. /-/6/ / /R/-
Scale
=.25"/Ft.
d ���
AN ITW COMfpgNY
"•WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Tr sses require estreme care fn fabrlca tl ng. handling. snipping. Ins tan 1ng and bract ng. Refer co and r I
the latest edl [I nn of OCSI (Building component sate [y Inf or ma tton. by rPl an0 WT[A) Tosafety practices pl
to perrorming these runcclons. Installers Shan provide temporary bracing per BCS1. unless noted othervlg
,on[Wore shall have properly a[Cacned str"ccural Sheathing and lotto, chore snail have a properly ateacne
rigid telling. Locaclons shown for permanent lateral restraint of Webs snare nave bracing lnstalle0 per B
cd ores 13. 11 or Bin. as applicable. Apply places to each face of truss and position as shown above and
the. aolnc eta Is. unless rented otherwise. Refer to drawings 160A-2 for standard place Dosltiods.
AlVine. a Ulvlslon of ITW Oulldl ng Components Group Inc. shall not De responSlble for any deviation Clore from th
drawing, anv failure c" bun d the vuss in conformance "Ito ANSI/rw 1. or rornandling. shipping.
Inicallation I Dracing of tr"ssa,,
'
• T C L
• ' L
°o + � DL
ATE •
• •
iGj •�
�i@`' ��0RV�Pd•• LL
•
'lr • ••• �� �aT 0 T . L D .
4�y� tp •••••••,��
2 O.O
10.0
5.0
10.0
4 5 . O
P S F
P $ F
PSF
PSF
P $ F
REF R 6 7 0 4- 74529
DATE
0 5 / 0 5 / 1 6
DRW HCUSR6704 16126003
HC ENG SCN/DF
SEQN-
529540
2400 Lake Orange Dr., Suite 150
A soel on this dre Wing or cover Dege listing Lhls dreWing. In01ce L81 eeeepte nee of Drofesslonel enpineering
responslblilty solely ror Lhe des ign shown. The sWltabiiity end use or tots dreving for eny structure is en
respons Iblllcy or the Building Designer per ANSI/TPI a Sec.2.
�I�
o
///ip. NAt D U R . F A C .
�Y//�(/ , tu,�yU�"
1 .25
FROM
R 0 D
J REF -
1 V Q E 6 7 0 4 Z 0 1
Orlando. FL 32837
FL COA 90278
For morn Information see this Job's general notes page and these Web sites: SPACING 24.0 "
ALPINE: v .alpineltv.com: TPl: v v.tininst.org: WTCA: v .sbctneuetry —la: ICC: www.lccsafe.org
05/05/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(94831-RACE TRAC #1136 -- 8630 US HIGHWAY 1 PORT ST. LUCIE, FL 34952 - HJ-1)
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP SS Dense
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Lumber value set ."136" uses design values approved 1/30/2013 by ALSC
Left cantilever is exposed to wind
The following members need concentrated loads at the heel: 0-0-0
span/setback member on the 4-7-8 cant side requires 289 lbs and the
0-0-0 span/setback member on the 4-7-8 cant side requires 289 lbs.
Deflection meets L/240 live and L/240 total load. Creep increase
factor for dead load is 1.50.
JL
0-5-14
_T-
1.77
4X8
160 mph wind, 24.97 ft mean hgt, ASCE 7-10, PART.—ENC. bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
DL=3.0 psf. GCpi(+/-)=0.55
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
(J) Hanger Support Required, by others
Sub -fascia beam assumptions: 0-0-0 sub -fascia beam on the 4-7-8
cantilever side. 0-0-0 sub -fascia beam on the 4-7-8 cantilever side.
Hipjack supports 10-11-8 setback jacks. Jacks up to 7' have no webs.
Longer jacks supported to BC. 4-7-8 cant one face, 4-7-8 cant opposite
face.
3X5
4X8 (R) III
3 X 5 III
2-9-4
/
23-4-0
3X5
.rn�r--111
I� 6-6-8 _I
15-5-15 Over 2 Supports Bd
1=1FL;Z
''ry
R=1673 U=1284 W=8.485" `` AA R=304 U=0
RL=-57 .�re►V'`F._2�- H=H1
Design Crit: FBC201OCom/TPI-2007(STD), 0
V' 'C -.
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 1.
03 2.2 QT :8 L/-/6/-/-/R/-
**WARNING! " READ AND FOLLOW ALL NOTES ON THIS DRAWING[
:
T L L 2 0 D P S F
"IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.'
■
.
t pp,ng, ins falling antl Dracing. Refer to and111
i russes require ertr eme care In fabric.ha ndling, ....
the latest ed,Gion of O[SI (Rullding Combo nenG Safety Info, ma eton, Dy TPI and NTCAI for safety
DI 10.0 P S F
prac[Ices�
Lo Derforml n9 Lhese func Gions. Installers shall provide temporary bracing per BCSI. Unless noted others
:
■
7ATE
L
top chord snail have properly attached strut Coral sheathing ng and bottom chord shall nave a properly attic 0
rlgld cellin9. Locations shown for permanent lateral restraint of webs Shan nave Dracing Ins[. 11 ed per tS
a ■
•CB/
D L 5.0 P S F
1
Ia �^
send ons DO. 07 or u In as apDllca Ol e. ADP1Y plates Go wing race or truss and Dos, Hon as shown .Dove an .p
the Joint Oetalls. unless noted otherwise. Refer Co drawings I60AZ for Staniard place positions.
b
• +
L L 10.0 P S F
IIILJr—'I
Al pl ne. a dl vision of ITN Building [omponen [s Gr Id, Inc. mall not De respond Dle for any deviation from t
dnstall, an failure to the truss in conformance with ANSI/TPI 1, or for hantlling, shlDDin9.
S �■ �/ �O I
I ��■ /♦ OR �
J
AN IT'W COMPANY
futru
Installation a bracing or crosses.
��
44■■■■�■■■■._`
�aT O T . L D 45.0 P S F
A seal on this drawing or corer page 7lsting this drelrlllg. tell, ecceptence pf Drof es slopel BnglnaerinB�
D U R . F A C . 1 .25
resDo nslplllty solely for top dell gn snovn. Tne sultaDlllty and use of this dreving for eny structure 1s [h
r¢app nstD111Cy of [ne aun ding Oeslgnar par ANSI/TPI I Sec.2.
�9j �Na
2a00 Lake Orange Suite I50
4jwWiftW1UU1��
SPACING 2 4 0 "
1,
OdaLCOA 32837
For ma•e Informationw—nsee this Job's general notes page and these web s,tas:
FL COA g027R
ALPINE: w w.alDlneltw.com; TPI: vvv. tpl ns [.or9: NTCA: www.sDd nduetry. tom: I[[: www.1 ¢Safe. org
.
05/05/2016
Scale=.5"/Ft.
REF R6704- 74530
DATE 05/05/16
DRW HCUSR6704 16126004
HC-ENG SCN/DF
SEQN- 529539
FROM ROD
JREF- 1VOE6704ZOI
(94831-RACE TRAC #1136 -- 8630 US HIGHWAY 1 PORT ST. LUCIE, FL 34952 - J-10
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Lumber value set I'1313" uses design values approved 1/30/2013 by ALSC
Left cantilever is exposed to wind
Deflection meets L/240 live and L/240 total load. Creep increase
factor for dead load is 1.50.
0-6-0
3X5
2X4(Al)
I
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
160 mph wind, 24.98 ft mean hgt, ASCE 7-10, PART.—ENC. bldg, not
located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC
DL=6.0 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.55
Wind loads and reactions based on MWFRS with additional C&C member
design.
Right end vertical not exposed to wind pressure.]
(J) Hanger Support Required, by others
M
0
0
2X4 III 119
2.5
2-9-8
I� 4-7-8 _I
11-0-0 Over 2 Supports
R=893 U=476 W=6"
RL=101
Design Crit: FBC201OCom/TPI-2007(STD)
PLT TYP. Wave FT/RT=20%(0%)/10(0) 15;
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses repo ire eslreme rare In h, erica Cing, nandling. snlpping, Installing and bracing. Refer to and is•
the latest edi Lion of BCSI (Oullding [omDone,,C Safety Inror ma tf on. by TPI and Wand
CA) for safety Drac Clces�
to performing these fu nctinns. Installers snail provide temporary bra ring Per BCSI. Unless noted other
tnn cnnrd shall nave properly al. to cned struc[preI sheathing and b, t[om chore shall nave a properly attar
rigid telling. Lncatlohs shown for permanent lateral restraint of wens shall nave bracing Installed per',
d ��� ee cl ohs Ba. BT or ulo, as ana a rabl e. haply places co earn race or truss ana position as shown above ad
F ,be
Joint. De Calls, unless noted otherwise. Refer to drawings 1GOA-Z for standard plate positions.
Al nine, a dl vl slPn of IiH Buildln9 campo.....
en Ls Group Inc. shall no[ be responsible for any devlatlon from
drawing, anV (allure to bull, [he truss In conformance wlcM1 ANSI/TPI I. or for na ndling. shlvping.
AN ITW COMPANY Installation a braring or trusses.
/ A Baal on this drawing or cover page Itsttng this drawing. III—Les ed,cep tend,, of Drofeaatonel englneefl
r,S Pona1b11t ry solely for th, d,slgn snow n. The sulLebllIty and use or th,s dre ,bra for eny setae cure 1a
2400 Lake Orange Dr., Suite 150 respons mtl t cy of cne eon ding Da lgner per ANSI/TPI a sec.2.
Orlando. FL 32937 For a I,formatl— see this job's general notes page and these web sites:
FL COA k0278 ALPINE: ww AlpIneltw. cam: TPI: www.tpinst.org: WTCA: www.sbclndustry.com: ICC: www.1-safe.org
1. .03 2.2
ATE 0
•
ac•.;cL ORVO
%9 S ��•.•..•••
06
U=127
8 '&L/-/6/-/-/R/
T— LL
20.0
PSF
DL
10.0
PSF
ft.13.1 DL
5.0
PSF
LL
10.0
PSF
�fTOT.LD.
45.0
PSF
DUR.FAC.
1.25
SPACING
24.0"
Scale=.5"/Ft.
REF R6704- 74531
DATE 05/05/16
DRW
HCUSR6704 16126005
HC-ENG SCN/DF
SEQN- 529532
FROM ROD
JREF- 1VQE6704ZOI
05/05/2016
(94831-RACE TRAC #1136 -- 8630 US HIGHWAY 1 PORT ST. LUCIE, FL 34952 - J-1
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP 112
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Left cantilever is exposed to wind
Deflection meets L/240 live and L/240 total load. Creep increase
factor for dead load is 1.50.
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
160 mph wind, 24.98 ft mean hgt, ASCE 7-10, PART.—ENC. bldg, not
located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC
DL=6.0 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.55
Wind loads and reactions based on MWFRS with additional C&C member
design.
Right end vertical not exposed to wind pressure
(J) Hanger Support Required, by others
2X4 III
2.5
3X5
2-9-8 [
�L
0-6-0
Li T 23-4-0
2X4(Al) = 06 =
Ic� 4-7-8 _I
�— 11-0-0 Over 2 Supports
tRNldJ11
R=893 U=476 W=6" ��� U=127
RL=101 n
Design Crit: FBC201OCom/TPI-2007(STD) �•`���� SF♦•♦.
PLT TYP. Wave FT/RT=20%(0%)/10(0) 15 1. 03 2.2 OT .12 L/-/6/-/-/R/- Scale=.5"/Ft.
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI •
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.' ■ + T L L 20.0 P S F R E F R 6 7 0 4- 74532
Irusses reeulre extreme care In fabricating, handling, snipping. Installing and orating. Refer Co antl %11 iw j ■ �/r
,he
latest edition or B[SI (Building Component Safety Information, by TPI and WTCAI for safety practices : /� D L 10.0 P S F DATE 0 5 / 0 5 / 1 6
[o perform) ng Chese functions. Installers shall Dro vide temporary Dracing per BCS1. Unless noted other ' •
tDD chord shall have DroDerly a[Cached structural Snea[hing and Dot[om chord Shall have a DroDerly eclat e e A�� •
rigid calling. Locations shown for permanent lateral resCraln[ or webs snare nave orating Installe0 per S O i`1 ; DL 5.0 PSF DRW HcUSR6704 16126006
I sectlores BJ. 07 or B10, as applicable. Apply °laces to each race oT truss area Dosl lion as shown above ant�o •
Q n �� the ,hint Odle is. unless noted otherwise. Refer to drawings !GOa-z for standard plate posltlo"s. it L L 10.0 P S F H C- E N G S C N/ D F
I IL_�7 L1 A1VI ne. a division of ITN Oulldin9 Compa vents Group Inc. shall not De resDonslDle Tor any devla[Ion from t s�.�S� + O �1O
❑rawln9, any failure to toiin the truss In cantor ma nce w1 Cn ANSI/TPI 1. or for handling, shipping. (� ♦ +
nNlrwconarunlr Installation A Dracing or trnssc:. y n •. �� (�� `TOT. LD. 45.0 PSF SEON 529533
AoSeal
ponsib111ty solely Tor tl°ie doslgR Shownne ThesSuiteDillty°and use AT°tlpiiandraw, n9riorsenynsCruttureelsn LN �I/��`('� •••A'�r ••••G V
2300 Lake Orange Dr.,Suilel50 espnns!dicate
Dility of the Building Designer per ANSI/TPT L Sec.2. p 9j�j �D1Y A� v 1� D U R. F A C. 1.25 FROM ROD
Orlando. FL 32837 For more Information see this Job's general notes page and these web sites: �wU1WWU11� SPACING 24.0 " J REF - l U 0 E 6 7 0 4 Z 0 1
FL COA 90278 ALPINE: w Alpinettw.com: TPI: w w.tpinst.org: WTCA: w .sbclndustry.com; [CC: w w.iccsafe.org
05/05/2016
(94831-RACE TRAC #1136 -- 8630 US HIGHWAY 1 PORT ST. LUCIE, FL 34952 - CJ-9
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP $2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Deflection meets L/240 live and L/240 total load. Creep increase
factor for dead load is 1.50.
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
160 mph wind, 24.77 ft mean hgt, ASCE 7-10, PART.—ENC. bldg, not
located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC
DL=6.0 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.55
Wind loads and reactions based on MWFRS with additional C&C member
design.
Left cantilever is exposed to wind
Provide ( 2) 16d common nails(0.162"0.5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord.
25-5-0
2.5 3X5 R=98 U=46
r—
2-4-8
0-6-0 IN 0
Li Almum
R=1 Rw=168 U=172 +23 4 0 _
2X4(A1) = 5X7
ie� 4-7-8 _I
izz 9-0-0 Over 3 Supports
amino► 1414%q/ry
R=888 U=475 W=6" G, w S .F
RL=82
qy
Design Crit: FBC201OCom/TPI-2007(STD) •
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 1.0d.03 .2 OT + 6 /-/6/-/-/R/-
Scale
=.5"/Ft.
**WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! :
"IMPORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. L L
20.0
P S F
R E F R
6 7 0 4- 74533
jT
r ruses renulre ex r.reme care In rabrlca[ing, handling, shlpping. installing and bracing. Refer toand lal TC� D L
the la Lest edition of SCSI (Buf lding component safety Inf ormatlon, by TPI ana WTCA) rot safety practices �rl • /
10.0
P $ F
DATE
0 5 / 0 5 / 1 6
to performing these func [tons. Ins can ers snap provlde temporary bracing per BCsI. unless no tea other e •
top chord snap nave woonrly attached sir uc coral sbeatnl ng ana bottom cnora shall nave a property atta cn • T • _ p
rlgld celling. Locatlous shown for permanent lateral restraint or webs shall nave bracing Installed Der fLOS� �• AI E � DL
5.0
PSF
DRW HCUSR6704
16126007
AIL
i�
•y
cCions B]. B] or BIO. as ippllcable. Apply plates to each race or truss and position as shown above ana'i�yi
the .loint D;011s. unless noted otherwlse. Refer to drawings 160A-2 for standard place posltlnns. �� �• (� •i L� L
—
10.0
P $ F
H C - E N G S C N D F
Ll
Alpine. a division of liu Bulldln9 components Group lac. shall not be respo ns tble for any deviation tram to
d ravel ng. anv failure Co build [he truss In conformance w1 In ANSI/TPI I, or for handling. snipping.
♦ Q r • �i1'v' l•
�� ♦♦♦ O R,
/
AN ITW COMPANY
`
installation A bracing of trusses.
••♦
��I ♦•4•�oN•• �\ ATOT. LD.
45.0
PSF
SEQN-
529534
a
Aespg nslblllty splplygfor theodeilgn shown�g Thessul[ebllltyna ndause o f t tlDll sndreWingrfprsfi ny h s trubturbglsnth
//�/ S/� NAIL D U R F A C
1. 25
FROM
R O D
2400 Lake Orange Dr., Suite 150
esDpns1D111[y pf the Building Designer per ANSI/TPI Sec.2.
�N`'� . .
NltyU&&10�
Orlando FL 32837
Inr are lerorr--ion s e this .lob's general notes Page ana these web sloes:
rylQl�
SPACING
2 4. 0"
J REF -
1 VV E 6 7 0 4 Z 0 1
FL COA 90278
ALPINE: w .Alpinelt—toe: TPI: w w.tpinst.org: WTCA: w w. .sbclnd,stry.com; ICC: w lccsafe.org
05/05/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(94831-RACE TRAC #1136 -- 8630 US HIGHWAY 1 PORT ST. LUCIE, FL 34952 - CJ-7)
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP {/3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Left cantilever is exposed to wind
Deflection meets L/240 live and L/240 total load. Creep increase
factor for dead load is 1.50.
0-6-0
3X5
2.5 F_
I� 4-7-8 _1
7-0-0 Over 3 Supports
Negative reaction(s) of -391# MAX. (See below) from a non -wind load
case requires uplift connection.
160 mph wind, 24.56 ft mean hgt, ASCE 7-10, PART.—ENC. bldg, not
located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC
DL=6.0 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.55
Wind loads and reactions based on MWFRS with additional C&C member
design.
Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 3) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
2 5 0 0
R=31 U=14
23-4-0
6X8 = R=-391 Rw=251 U=291
R=1043 U=559 W=6"
RL=63
Design Crit: FBC201OCom/TPI-2007(STD) 4,
v •
PLT TYP. Wave
FT/RT=20%(O%)/10(0) 15 1.Od.03
.2 QT ! 6 V/ /6/ / /R/
Scale
=.5"/Ft.
M
LaR �
IT'W COMPANY
t•HARNING!• READ AND FOLLOW ALL NOTES ON THIS DRANINGI ' :040T L L
"IMPORTANT-- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
musses reduire eareme car¢ In fabrlcatln,. hanOling, shlDDing, Ins[zlling and bracing. R¢fer GD and r*al ; *C= D L
[M1e Iz[es[ edition of SCSI (Bulldl ng CDmDpnent Saf eGy Intormatton. by TPI and WTCAj for safety pr acttces I
to performing these functions. Ins Callers shall provide temporary bracing per BCS I. Unless noted other re 1 _ p
GOD more shall have Dr.pa" y attached s... ctur z. she. thing and bottom chord shall have a properly attach 0
rlgld cattle,. Locations shown for permanent lateral restraint of wens shall nave bracing installed per �� �. ATE DL
1
ecU ons Ba. B] or 81.. as a.Diica ble. April Olates to each race or truss and position as shown abe,, andS i
Me Joint Oe Calls, unless noted otherwise. Rarer to drawlags rt.A-Z for standard plate bust Lions. °• ^ � L L
AlDlne. a division of IiW Oullafn, Components Group Inc. snail not ne responsible far any Deviation from [h �� /��1•aawlad,any "allure I.o nulls ".M1e truss In conlormance with ANSI/TPI 1, or for ha nOling. shl paint. / 0A•�• ORAN
InstAlla Llon s bracing o! trusses. /�i/^� �•����o+��` ' TOT. LD.
20 . 0
10.0
5. D
1 0 .0
45.0
P S F
P S F
PSF
PSF
PSF
R E F R 6 7 0 4- 74534
DATE
0 5 / 0 5 / 1 6
DRW HCUSR6704 16126008
HC-ENG
SCN/DF
SEQN-
529535
r
2400 Lake Orange Dr., Suite 150
A Seal on this drawing or cover De Be llSting this drawing. Indicates acceD toh11 01 Drolesslonal engineering //
r osDOnslbillCy solely Tor Lhe dasl gn sNawn. The suitabilityend use of C1115 drawing Tor any structure is th //iy/ 40 NA�• �% D U R . F A C .
esDo ns1 bi11[y of the Buileing Oeslgner per ANSI/TPI I Sec.2.
1t1tIQ1�U��ti
1.25
FROM
R O D
J REF -
1 U Q E 6 7 0 4 Z 0 1
Orlando. FL 32837
FL COA 90278
ror more Information see this Jobs general notes page and these web sites:
ALPIIIE: u .alpineltw.com; TPI: w .Apinst.org; WTCA: w .sbeirdustry —m; ]CC: w w.icesafe —g SPACING 2 4.0 "
05/05/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(94831-RACE TRAC /F1136 -- 8630 US HIGHWAY 1 PORT ST. LUCIE. FL 34952 - CJ-5
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Lumber value set "138" uses design values approved 1/30/2013 by ALSC
-1-�. STRUCTURAL FASCIA BEAM REQUIRED.
SUPPORT AND CONNECTION DESIGNED BY OTHERS.
11
0-6-0
++
214(A1)
R=222 U=114
RL=45
2X4 III
2.5 r-
5-0-0 Over 2 Supports —
R=230 U=131 W=4.502"
160 mph wind, 24.35 ft mean hgt, ASCE 7-10, PART.—ENC. bldg, not
located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC
DL=6.0 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.55
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/240 live and L/240 total load. Creep increase
factor for dead load is 1.50.
1-6-8
23-4-0
Design Crit: FBC201OCom/TPI-2007(STD) 4,
PLT TYP. Wave
FT/RT=20%(O%)/10(0) 15 J6 1
••WARNING!'" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" F URNI SHINIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
1,
Trusses regul- -Lreme care In fabricating. handling, shipping. Installing and bracing. Refer to and
Inc Ia LesL edl Llon of OCSI (OUIldl ng [ompononL safe ,at,InformaLion. by iPl and NTCA) for sate ty pra dices irl
to performing these functions. Installers shall Drovld, temporary broth, Der SCSI, Unless noted other e
[np chord shall have ❑rpperly alto coed strut Lur.l sheathing and bottom chord snail he ve a properly aC[a coy
rl gld ce l ling. Locations shown rot permanent lateral restraint of webs Shan have bracing installed per ItyS
Q
ze<Llpns B]. 07 or B10. as noted Iher Apply plates [o each race of truss and rdpositionplate as ishowntion above an0
the J.letDe [a lls. unless no CeO otherwise. Refer to Orawings leOA-Z for standard plate positions.
Alpine. a dlvlslon of ITW Bun ding Components Group Inc. shall not be rese—lble for any deplatlon from to
drawl n9, anv failure [o hullo the truss In conformance with ANSI/TPI 1. or for handling, sn in ng,
AN ITW COMPANY
Installs Llon s bracing of trusses.
A Seel on this drawing or cover Deg. listing thla drewing. Indlcates eueDtence of Drof.sslonel engl n..ring
Iesponslblll Ly solely for Lh. design shown. Thp 3uitebllity no use of this orevinp for any structure Is th
2400 Lake Orange Dr., Suite 150
responsibility or the Building Designer per ANSI/TPI I Sec.Z.
Orlando, FL 32837
For mor, Information see this Job's general notes Dage and these web sites:
F1. COA fin 27H
ALPINE: www.aIVlnelLw.com: TPI: www.tpins[.org: WTCA: vwv.sbcInduSLry.com; ICC: ww,.Iccsafe.,rg
TE
ORS`
......
NAL
6 dal-/-/6/-/-/R/
20.0
PSF
yTOLL
'FC=DL
10.0
PSF
4BDL
5.0
PSF
LL
10.0
PSF
TOT. LD.
45.0
PSF
DUR.FAC.
1.25
SPACING
24.0"
Scale=.5"/Ft.
REF R6704- 74535
DATE 05/05/16
DR W HCUSR6704 16126009
HC-ENG SCN/DF
SEQN- 529536
FROM ROD
JREF- 1VQE6704ZO1
05/05/2016
THIS DING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(94831-RACE TRAC #1136 -- 8630 US HIGHWAY 1 PORT ST. LUCIE, FL 34952 - CJ-3
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Deflection meets L/240 live and L/240 total load. Creep increase
factor for dead load is 1.50.
++ STRUCTURAL FASCIA BEAM REQUIRED.
SUPPORT AND CONNECTION DESIGNED BY OTHERS.
2.5 r—
0-6-0 ++
R=136— =68
2X4 (A11
PLT TYP. Wave
- L PIN g
' AN ITW COMPANY
• 2400 Lake Orange Dr.. Suite 150
Orlando. FL 32837
FL COA NO 278
3-0-0 Over 3 Supports
KE
R=84 U=46
R=51 U=31
160 mph wind, 24.15 ft mean hgt, ASCE 7-10, PART—ENC. bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
DL=3,0 psf. GCpi(+/-)=0.55
Wind loads and reactions based on MWFRS with additional C&C member
design.
Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord.
24-2-0
1-1-8
+23-4-0
Design Crit: FBC201OCom/TPI-2007(STD) �� •"
FT/RT=20%(0%)/10(0) 151. .0
'•WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI •
"IMPORTANT`- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •
•
Trusses re eulre extreme care 1n fa brlcating. M1a ndling, ihlDDing, Installing ane bracing. Refer to and ID11 w • I
he latest edl in
of B[SI (BUIlding Component Safely Informs [ion, by TPI ane NTCA) for safety Dr ac Cl ces • J
o performing Lhe se fu n<[1ons. Installers snail pro.Ine Lemporery bracing p¢r BCSI. Unless noted ocher •
op chord shall have properly a[cacM1ed structural sheathing and bottom cnor0 sM1all nave a Dr 0Derly aL[a cl se •
Igld ceiling. Loca Lions snow. for permanent lateral restralnt of wens shall nave braCI ng Installed per S +
e ctions G3 B, or B10. as aDpllcanle. ADPIy plates to each face of truss ane post Llpn as snow, above a
he Join[ Detatls. unless noted otM1erwlse. Refer to drawings 1GOA-2 for s[andn re plate pos Itlon,. n e .0 %
A1Dine. a el vision or IrW Bun Bing Lompo ne n[s Group Inc. matt not be re spo nslble ror any ee vlatl on rrom L err / ••
uawing, any failure Lo n"Ild Lhe truss In conformance with ANSI/TPI I. or for na ndling. sM1 ippl ng, A
stailation & bracing r trusses.
Seel on Lhls dravinq or t.... Deg. I..Llnq Lhls d—l",, indleetes e.... Le.. of Drofesslo... englneed
e sp...ib111Ly solely for LAo d.sign shown. The sultebillty end usD of this dr.Wing for any structure is th
esponslbtllty of Lhe Building Designer per Th.
1 Sec.2.
For more Information see this Jones general notes page and these web sites:
ALPINE: w.—)pin.lt..cn TPI: www.tpinst.org; NTCA: www.sbclndustry.com; ICC: www.iccsafe.org
2.2 QT 16 'L/-/6/-/-/R/-
0• T I LL 20.0 PSF
l� *a-- DL 10.0 PSF
ATE •�• DL 5.0 PSF
C� O�'pQ••••• L L 10.0 P S F
••..,....•• \ eTOT. LD. 45.0 PSF
10NA- - DUR.FAC. 1.25
wam�wiwE►a+0' S PACING 2 4.0 "
05/05/2016
Scale=.5"/Ft.
REF R6704- 74536
DATE 05/05/16
DRW HCUSR6704 16126010
HC-ENG SCN/DF
SEQN- 529537
FROM ROD
JREF- IVOE6704ZOI
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(94831-RACE TRAC #1136 -- 8630 US HIGHWAY 1 PORT ST. LUCIE, FL 34952 - CJ-1
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP 112
Bot chord 2x4 SP #2
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Deflection meets L/240 live and L/240 total load. Creep increase
factor for dead load is 1.50.
2.5 1
0-6-0 R=27 U=15
0-8 8 23-9-0
R=18 U=11 R=45 U21 ++ 23 4 0
2X4 (Al)
1-0-0 over 3 Su ports
160 mph wind, 23.94 ft mean hgt, ASCE 7-10, PART—ENC. bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
DL=3.0 psf. GCpi(+/-)=0.55
Wind loads and reactions based on MWFRS with additional C&C member
design.
Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord.
Design Crit: FBC201OCom/TPI-2007(STD) 4lb •" _c •
PLT TYP. Wave
FT/RT=20%(0%)/10(0) 15A% 1. .03 2.2 QT 16
L/-/6/-/-/R/-
Scale
=.5"/Ft.
•*HARMING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! •
'•IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •,3 ■
T L L
20.0
P S F
R E F R
6 7 0 4- 74537
f� r�
Ia �II II�
ALILJ�
AN ITW COMPANY
2400 Lake Orange Dr.. Suile 150
Trusses reeu.re evtreme care 1n fabricating, handling. shipping. .ns[all,ng ana brdCing. Refer tc ana D11
Ine latest edl Clon of B[SI (Building [..pone nt SafeCy Info rm atl. n, by TPI and WTCA) Tor safety Drac[Ices�re • I
to Derfnrming Lhese function S. Inst...... shall provide temporary nracing Der BCSI. Unless noted other •
LID chord shall have properly attached structural sh.aLh,I, and Lotto. chord shall have a properly aLtact y •
r191d telling. Locatlnns shown ror permanent lateral restraint of webs soon have bracing Installed pers •E
Ictlm�s 00. 07 nr DIO, as applicable. AD P1Y pia Les to each Ta ce of Lruss and posit... as shown above andfo •�
7AT
the I.IoL Ddta,lS, unless noted .LheILIse. R.Ter t. draw.ngs 160A-2 T.r and plate toslt,.n{. a ;� Q. P
Alpine. a d W slob or ITH Building coma. Lents Group Inc. shalt "It be respond Lte ror any deviation rro. t .+ R O •.
nrawl.g. any ran ore LI b. n d Lne Lrnss In cnnrormance w,tn ADSI/TPI I. or ror handling. shlDp,n9• 6 + O , `1 • /•`
Installation A bracing of Lrusses. I, �(p�^+++•••�•••••• \V�
A goal n thl{ drawing or Cover page 11{Clop Lnl{ drawing. Indies Le{ eeceD Le nee Of DrOTe{{lone. enpineering �a% VS
rO SDonelblll ty s.loly far tn. design shown. The swltablll[y end US. oT till. drawing Tor enY Structure Is Lh '�iy , �
Oeslgner Per The
responz1D111[y of the Builoi :go*L Sec. 2.
kNlnlf{UIU111D
*� D L
DL
L L
r'gT 0 T . L D .
10.0
5. 0
10.0
45.0
P $ F
PSF
P S F
P $ F
DATE 0 5 / 0 5 / 1 6
DRW HCUSR6704 16126011
H C - E N G
S C N / D F
S E Q N -
529538
D U R . F A C . 1 .25
FROM
R 0 D
SPACING
2 4. 0"
J REF -
1 V Q E 6 7 0 4 Z 0 1
Orlando. FL 32837
FL COA 90278
For .ore Inrormatinn see this .lob's general notes page and these web sltes:
ALi'RIE: w .aipinelt—o.: TPI: w w.tp,nst.org; WTCA: w .SLclndustry.c.mt 1CC: w w.I-Safe.org
05/05/2016
CLR Rein-"orcing
This detail is to be used when a Continuous Lateral Restraint (CLR)
is specified on a truss design but an alternative web
reinforcement method is desired.
Notes;
This detail is only applicable for changing the specified CLR
shown on single ply sealed designs to T-reinforcement or
L-reinforecement or scab reinforcement.
Alternative reinforcement specified in chart below may be conservative.
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type.
Web Member
Specified CLR
Alternative Reinforecement
Size
Restraint
T- or L-
Reinf. Scab Reinf.
2x3 or 2x4
1 row
2x4
1-2x4
2x3 or 2x4
2 rows
2x6
2-2x4
2x6
1 row
2x4
1-2x6
2x6
2 rows
2x6
2-2x4OK)
2x8
1 row
2x6
1-2x8
2x8
2 rows
2x6
2-2x6(*)
T-reinforcement, L-reinforcement, or scab reinforcement to be some
species and grade or better than web member unless specified
otherwise on Engineer's sealed design.
0K) Center scab on wide face of web. Apply (1) scab to each
face of web.
Member Substitution
T-Reinforcerlent
Or T-Reinf.
L-Reinforcement: or
L-Reinf.
Apply to either side of web narrow face.
Attach with 10d (0.128'x3.0',min) nails
at 6' o.c. Reinforcing member is
a minimum 80% of web
member length.
T-Reinf. L-Reinf.
Scab Reinf'orcement:
Apply scab(s) to wide face of web.
No more than (1) scab per face.
Attach with 10d (0.128'x3.0',min) nails
at 6' o.c. Reinforcing member is a
minimum 80% of web member length.
11WARNING!11 READ AND FOLLOW ALL NOTES ON THIS DRAWING!
111NPORTANTII FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require o•treno core in fob'11.1ing. handling, shipping, insto0tng and bracing. Refer to and
!� V follow the latest
option ri BCSI these
ng Corpions. Installers
Safety all provide a or and SB bracing
for safety
practices error to wise. top
these functions. Iperty ors shall provide temporary bracing per BLSI.
Unless noted otherwise, top Chord shalt have properly attached structural sheathing and bottom char
shall have o properly ottoched rigid ceiling. Locations B7n5 shorn for pernonent lateral restraint t' vacs
g ���11 fig of t hove bracing installed per BCSI sections the
J or DIO, as unless
Apply plates to each tote
O IILIII\\\\�IIJII of truss and position o shown
above and on the Joint Details. unless noted otherwise.
Refer to drawings 160A-Z for standard plate positions.
AN ITW COMPANY Alpine. a division of ITW Building Components Group Inc, shall not be responsible for any deviation frc
this drawing, ono failure to build the truss In confornonce with ANSI/TPI 1. or for handling, shipping•
in tollotion B bracing of trusses.
A seal on this droving or cover page listing this drawing, indicates occept—ee of professional
13723 Riverport Drive engineering responsibility solely for the design shown The suitability and use of this drawing
Suite 200 Car any structure is the responsibility of the Building Designer per ANSI/TPI I See.2.
Maryland Heights, M063043 for more information see this job's general n-tes page and these web sites:
ALPINE,
._Ipineitw.con; TPI: —Apinst.org; SBCA: v 1.sbcindustry.org; ICG —1—safe.orq
1.03
VATE 0
%0'�O ......aaa•a
is�ONA�.J�w. DUD. FAC.
SPACING
05/05/2016
cab Reinf.
TCy IL
PSF REF CLR Subst.
TCL PSF DATE 10/01/14
kC VL PSF DRWG BRCLBSUB1014
Ca`LL PSF
T. LD. PSF