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HomeMy WebLinkAboutTruss"J This document has been electronicallyt r
signed using a Digital Signature. Printed {
copies without an original signature must
be verifed using the original electronic !
version.
Alpine, an ITW Company
}' 2400 Lake Orange Drive Suite ISO Orlando FL 32837
••... •. ,� "1
Florida Engineering Certificate of Authorization Number: 0 27 �� .• •+
Florida Certificate of Product Approval # FL1999 ��1•`�rj�{��=••`.,
Page I of I Document ID: IVV2408-Z1520084858 P�' 6
r,
Truss Fabricator: Accu-Span Truss Conpany
Job identification: 13831-Brodock Residence -- Lot 1 D i aimnd Sands J
Truss Count: 95
Model Code: Florida Building Code Sth Edition (2014)
Truss Criteria: TP1-2007 (STD)
�I_AK Engineering Software: Alpine Software.,Version 15.01.
Structural Engineer of Record: The identity of the structural FOR d i d not exist
Address; the seal date per section 61G15-31.003(5a) of'the
Minimum Design Loads: Roof - 45.0 PSF @ 1.25 Duration
Floor - 65.0 PSF @ 1.00 Duration
Wind 160 MPH ASCE 7-10 -Closed
Notes:
s
No. 7 f?8fs 1
e l acilqoo
t3t`L� a
Safi fi� �R 4y�4
as of
FAC
1. Determination as to the suitability of these truss components for the
structure is the responsibility of the. building designer/engineer of
record, as defined in ANS VTPI 1
2. The drawing date shown on this index sheet rust Latch the date shown
on the individual truss conponent drawing.
3. As shown on attached drawings; the drawing number is preceded by: HCUSR408
Details': BRCLBSUB-STRBRIBR-DEFLCAl1B-
1#
Ref- Description
'Drawing#
Date
1
24020--A1
16293848
10/19/16.
2
24021--A2
16293851
10/19/16
3
24022--A2A
16293852
10/19/16
4
24023--A3
16293854.
10/19/16
5
24024--A3A
16293834
10/19/16
6
24025; -A4
16293849
10/1.9/16
f 7
24026--A4A
16293850
10/19/16
8
24027--A5
16293827
10/19/16
9
24028--ASA.
16293853
10/19/16
10
24029--AG
16293826
10/19/16
11
24030--.A6A
'16293847
10/19/16
12
24031--A7
16293923
10/19/16
13
24032--A7A
16293839
10/19/16
14
24033--A8
16293831
10/19/16
15
24034--ABA '3-PLY
16294062
10/20/16
16
24035--C1
16293895
10/19/16
17
24036--C2
16293897
10/19/16
18
24037--C3
16294061
10/20/16
19
24038--D1
16293836
10/19/16
20
24039-42
16293856
10/19/16
21
24040--D3
16293867
10/19/16
22
24041--D4.
16293833
10/19✓16
23
24042--DS
16293853
10/19/16
24
24043--06
16293870
10/19/1.6
25
24044--D7
16293874
10/19/16
26
24045--E1
16293889
10/19/16.
27
24046--E2
16293892
10/19/16
28:
24047--E3
16293887
10/19/16
29
24048--E4'
16293893
10/19/16
30
24049--E5
16293888.
10/19/16
31
24050--E6
/6293891
10/19/16
32
24051--F1
1GZ93859
10/19/16
33
24052--F2
16293855
10/19/16
#
_ Ref Description
Drawing#
bate
34
24053--F3
16293877'
10/19/16
35
24054--F4
16293875
10/19/16
36
24055--F5
16293840
10/19/16
37
24056--F6
16293876
10/19/16
38
24057--Gl
16293879
10/19/16
39
24058--G2
16293824..
10/19/16
40
24059--G3
16293625
10/19/16
41
24060--G4
16293899
10/19/16
42.
24061--.G5
16293898
10/19/16
43
24062--G6 2-PLY
16293881
10/19/16
44
24063--G7
16293861
10/19/16'
45
24064--1-11
16294046
10/20/16
46
24065--H2
16294047
10/20/16
47
24066--J1
16293872,
10/19/16'
48
24067--J2
16293846
10/19/16
49
24068--K1 ..
16293880
10/19/16
50
24069--K2
16293885
10/19/16
51
24070-43
16293886
10/19/16
52
24071--K4
16293884.
10/19/16!
53
24072--FL1
16293842
10/19/16
54
24073--FL2
16293828
10/19/16
55'
24074--FL3
16293830
10/19/16
56
24075--FL4
16293858
'10/19/16
57
24076--.FL5
16293835
10/19/16
58
24077--FL6
16293829
10/19/16
59.
24078--FL7
16293857
10/19/16
60
24079--FL8
16293862
10/19/16
61.
24080-41-9
16293894
10/19/16
62
24081-41-10
16293860
10/19116'
53
24082--FL11
16293866
10/19/16
64
24083--FL12
15293832
10/19/16
1 65
24084--.EJ7
16294048
10/20/16
66
24085--EJ5
16293890
10/19/16
idence-Lot
10/20/2016
William H. Krick
-Truss Design Engineer-
2400 Lake Orange Dr, Suite 150
Orlando FL, 32837
# Ref - Description Drawing# Date
67
24086--EJSA
16294049
10/20/16
68
24087--EJSB
16294050
10/20/16
69
24088--EJ5C
16293822
10/19/16
70
24089--EJ5D
16293844
10/19/16
71
24090--EJ4
16293873
10/19/16.
72,
24091--.EJ3A
1.6293883
10/19/16
73
24092--EJ3B
16293845
10/19/16
74
24093--EJ3C
16293864
10/19/16
75
24094--EJ3D
16293865
10/19/16
76
24095--EJ1
16293869
10/19/16
77
24096--HJ7
16294051
10/20/16
78
24097--HRA
16294052
10/20/16
79
24098--HJ5
/6293896
10/19/16
B0
24099--HJ5A
16293841
10/19/16
81
24100--HJ3
16293843
10/19/16
82
24101--HJ3A
16293878
10/19/16
83
24102--HJ1
16293868
10/19/16
84
24103--CJS
16294053
10/20/16
85
24104--CJ5A
16294054
10/20/16
B6
24105--CJ5B
16294055
10/20/16
87
24106--CJ5C
16294056
10/20/16
BB
24107--CJ3,
16293871
10/19/1.6
89
24108--CJ3A
16293837
10/19/16
90
24109--CJ3B
16294057
10/20/16.
91
24110--CJ3C
16294058
10/20/16
92
2411'1--CJ3D
15294059
10/20/16
93
24112--CJ1
16293882
10/19/16
94
24113--CJ1A
/6293838
10/19/16
95
24114--CJ1B
16294060
10/20/16
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONSI SUBMITTED BY TRUSS MFR
( 13U31-Brodock Residence -- Lot l Uiamond Sands Jensen Beach, FL - Al
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #1 Dense :62 2x4 SP #2 Dense:
Webs 2x4 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Hanger specified assumes connection to supporting chord is located a
minimum of five times the depth of the supporting chord from any
unsupported end, unless unsupported chord end has 85% plating
coverage.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
4X6(A2)
2� o_o
17-6-0
5X6
160 mph wind, 26.30 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TIC DL=4.2 psf
wind BC DL=5.0 psf. GCpi(+/-)=0.18
rk 61' rr
Wind loads and reactions based on NIWFRS with additional C&C mei�tiet'f
design.
mow,--�a
H = recommended connection based on manufacturer tested capaciti 5,
calculations. Conditions may exist that require different connect.' oyes r?'j
than indicated. Refer to manufacturer publication for additional.
information. .3
y'
These support conditions used at bearings indicated
(H1) = ITW (KC) HDTP26 w/ (2)2x6 SP #2 supporting member.
Supported Member Face: (6) 0.131"x1.5" nails
Supporting Member Face: (14) 0.128"x3" nails�,`rY�
MWFRS loads based on trusses located at least 13.15 ft.
from roof edge.
34-8-14 Over 2 Supports
17-2-14
YAu `u I ) _
0-5-3
T
6-10�12
-+23-0-12
R=1757 U=886 W=8" R=1593 U=794
RL=253/-255 H=H1
�gmuimurearnri, y,`r
Design Crit: FBC2014Res/TPI-2007(STD)��i� H• ° .,,
PLT TYP. Wave FT/RT=20%(O%)/10(0) 1TY:3 FL/-/5/-/-/R/- Scale=.1875"/Ft.
���
AN IT'W COMPANY
2400 Lake Orange Dr., Suite 150
Orlando FL 32837
F, C/�,q jJg 27$
•'WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �
Truss.. ..qulre o creme car In (abrlcatin.. ... 11ing. snlpping, Installing antl ....In, Rafor [ �q Toll
chc latest etll lion of DCSI (nulls, ng Co.... nt Safaty Information, by TPI antl WTCA> far --ty pro tI.& PrI
[o performin9 enesoafunetlons 1—haIn—llstruchafl provltla temPorabe bracing perhRCSI —, less p.rlyId o=ham yIs�o
op chortl shall nova p ��ssrrp���(.. t tl [ al shca[hing antl bot[am chortl s II h e a prvPa 1 ,
r lT.gltl eel I Ing. Lpc Clo j`•'.'Iawn for permanentulateral reser. Ina or cabs steal I hay. braeing Ins[alletl p%LS
sections gD .1 .r _1 j, Qppil.abl e. Apply plates co oven faeaaor tru t.-IdsiYl.n as shown oboe. tl
the Joint Daalls, unlc�s .Il .cnervtls.. Rorar to tlrawings 16net f.rss It. — Id place psltlons. a
Alpin., a tlivislon .1)1 SW nulltling Compon s Group Inc. shall net b. r.sponslbie for any tlavleilon fro
drawing, any rallura etl buile the truss I. —for..... with ANSI/TPI 1, or for hantliing. shipping,
in.___ s br..i,6 .T tru=
Anoel on this tlnr1AW or towr D•Oe Ilreln0 NIe tln.lnp. Ineleetee ecaptener of prohulenrl u•"etp lneerin0
esPonslbll ley mloly for tho tleslgn shorn. The su Mobility antl use or Uis tlra.ing for any sec uro la N
esp.nslblllty of — Rullaiag Daslgn.r per ANSI/TPI 1 5 .2.
F.r mars Information 11, thil ,job's ganoral net,. pogo antl ".a. wab altea:
ALPINE: iw .al�pl— ......; TPI:-. tpin.t..rg; WTCA: w .sbclneuscry.c.m; ICC: www.Iccsa ro. org
i'.
• G
e•
• O. 708 1
'
• -
=
• ,�
t S AT O
• [� + • (1
a �� �•• •••'�
�. 6r
l+I •••../�•l•
.,,SS�pNA1. �N .1
9�hrr�wl�tli
TICLL 20.0 PSF
TIC DL 15.0 PSF
BC DL 1 0.0 PSF
BC LL 0.0 PSF
TOT. LID. 45.0 PSF
REF R408-- 24020
DATE 1 0/1 9/1 6
DRW HCUSR408 16293848
HC - ENG SCN/WHK
SEQN— 813731
DUR . FAC . 1 .25
FROM RC
SPACING 24 . 0 "
J REF - 1 W2408 Z1 5
..� 7
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
r.
( 13k361-brodock Residence -- Lot I ulamond wands Jensen beach, FL - A2 )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #1 Dense :132 2x4 SP #2 Dense:
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Hanger specified assumes connection to supporting chord is located a
minimum of five times the depth of the supporting chord from any
unsupported end, unless unsupported chord end has 85% plating
coverage.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based on trusses located at least 13.10 ft.
from roof edge.
5X6 --
5X6 sa
160 mph wind, 26.21 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
H = recommended connection based on manufacturer tested capacities and
calculations. Conditions may exist that require different connections
than indicated. Refer to manufacturer publication for additional
information.
These support conditions used at bearings indicated
(H1) = ITW (KC) HDTP26 w/ (2)2x6 SP #2 supporting member.
Supported Member Face: (6) 0.131"x1.5" nails
Supporting Member Face: (14) 0.128"x3" nails
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
6-8-8
0-5-3
I) — T 3-0-12
4X6(A2) =_ .,, _ _ — _ �. k.
17-0-0
R=1757 U=887 W=8"
RL=247/-249
1-0
34-8-14 Over 2 Supports
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave FT/RT=20%(0%)/10(0) 15
"WARN INGIREAD AND FOLLOW ALL NOTES ON THIS DRANINGI
""IWPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses raaulra axcrama care in fabricating, handling. shipping. Installing and bracing. Refor t aC
Porform in
chf
latest edition of BCsI (Bulltling Component Safo[y InTormaelon, by TPI antl 16TCAJ far safety pra..1
V o 9 ase Nneel'vns. tfostallcanesM1a 11 Provldv cempnd Draein9 per .1,1I Untess nosey ��tap.
top chord shall L ve pro arty n tachatl str ctu rel sheathing antl bottom eh 1 shall have n pIn t.ly t o
r lgitl coiling. Locations shown r perm nC lacoral r.stralnt of webs shall have bracing Installotl p
r, ^ �,T, ecclons 83. B] or B10, as avpplicaDle. Apply places ido vacn fa cvvof err rand pvsitlon as shown abovo
IIII III�IIILI~I IIIII��E the Joint Details, unless n d ocM1vrwise. Rafvr cv awings 160A-2 forss antla rd place posi[Ivns.
Alpine. a division .f ITW Bulltling Components Grorp Inc, shall n t by responsible Tor any d.viatlon from
awing. any fall... eo build the truss in ... f .ncv with ANSI/TPI 1, or for handling, shipping.
n
AN 17W COMPANY seal laden s bracing .r cr.ss.s.
Asoal on thlw draslnW or eovwr paWo Ilst lnW thlw draw I... Indlestas n pta or Pror... l... I wnWlnwwrl
rsponslbll lty solely ror the design shown. Tno sultebll icy and use or this area ng ror any acructuro In
2400 Lake Orange Dr., Suite 150 resp.nslblllty .r rho B.Ilding Designer Por ANsI/TPI 1 S.c.2.
OdandO,FL 32937 For . Information s this Job s gon .I n s pogo and these web sitar:
FL CQ.A 90278 ALPINE: www.a 1pincltw.com; TPI: .tpin— erg; vTCA: . sbclndustry.c ICC: www. iccsafa..rg
16-8-14
H.
R=1593 U=795
H=H1
513:r/.N_QTY:1 FL/-/5/-/-/R/
v • 6— ."
TC LL
20.0
PSF
TC DL
15.0
PSF
z
BC DL
10.0
PSF
�€
BC LL
0.0
PSF
•'G��
TOT. LD.
45.0
PSF
Eel
DUR.FAC.
1.25
SPACING
24.0"
Scale=.1875"/Ft.
REF R408-- 24021
DATE 10/19/16
DRW HCUSR408 16293861
HC-ENG SCN/WHK
SEQN- 813729
FROM RC
JREF- 1W2408_Z15
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - A2A )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 Dense:
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
5X6
5X6
160 mph wind, 26.21 ft mean hgt, ASCE 7-10, CLOSED bidg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
MWFRS loads based on trusses located at least 13.10 ft.
from roof edge.
6-8-8
0-5-3
+3-0-12
4X6(A2) — _ — �,•� — 4X6(B1)
zL o_o
-0-0
I_ 17-0-0 1I _ I 16-8-14 I
34-8-14 Over 2 Supports
R=1756 U=887 W=8" R=1594 U=795 W=4.875"
RL=247/-249
. '001111l1rrirrtg0/T„n
Design Cr i t : FBC2014Res/TPI -2007 (STD)p
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 •� '•El$1j '4 QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft.
••WARNINGI •' READ RA NO
ALL NOTES ON THIS OUDIN Gi Ar zi
••IYPORTIIYT•• FURNISH THIS ORANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
•�•' L • : ' F
TC LL 20. 0 PSF
REF R408-- 24022
/\
���
AN ITW COMPANY
2400 Lake Orange Dr., Suite 150
Tru.... requires a [rem. car, In fabricating, handling. shipping. Installl^g end bracing. R.ror <a Toll
[M10 lams! ediclan or DeSI (guiltling Comp .... t Sefoty Inrarma[I.n. by TPI and WrCA, for s,foty prac[i pri
. p.h.r. ing
1. h. ➢runctlons. Linstalletr..tall provido mmporan. br.eih. per BCS.l. Unl.ss no[.e otH.T i
[.p chortl sha M1a , prop.rly a tach.d ... [ ral shen[M1ing end botCom chord sh.11 M1ay. a properly at�te6a
rl gi❑ coiling. L.c dons shown (or perm e"lamral resere int .f woes shall have bracing Installoe S
s,etlons Bg. RT or 8 .s o piicabl e. Apply platos t. each racnoof Cross.. e position es shown abov ^^ "
1M10 .loin[ Oo[ails, unlss n toe otM1orwis.. R,r.r to tlrowings 160A-Z Tor s entlartl pia[. positions.
Alpino. a division or 1 Sul lding Components Group Inc. shall t bo ro ponsl blo far any dovl,tl.n fr
drawing, any Tailor. to build th, cross in conTormanco wi[M1 ANS"TPI '. or for handling, shipping,
Installation & bracing .f tr.s�.�.
A coal on this drawlnp or eovor papa Ilsting Nis drawing Indicates acceptance of profess M, neeri
rosponslblllty solely rar Coo tlm iin shown. Too sultabII My ,nd us, of this drawing for any .true ore Is"[h
aspens I bll lty of ua Obl Idl,g gaslen,r p.r ANSI/TPI i sae.2.
o. 708 1
_
• S AT O l
•a A W
a'. /s- •� S
�.,;•
• ••11••• sue`
/„�S/rT�tA` �,.\�t .
4, 0
TC DL 15.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT. LD. 45.0 PSF
DATE 1 0/1 9/1 6
DRW HeusRaoe 16293852
HC - ENG SCN/WHK
SEQN- 813727
DUR . FAC . 1.25
FROM RC
SPACING 24.0 "
J REF - 1 W2408 Z1 5
Orlando, FL 32S}%
�, �%ryp pg
For mar. Information s [his Job's general n s pogo and these web sites:
ALPINE: www.al pincitw.c.m; TP1: www.epinst..rg; WrCA: www.sbclntlusery.eom: ICC: www.leesaro.org
AYKM1i
1U/ZU/ZU16
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
1, 13b.51—b!"000CK Kesiaence -- LOIC I ulamono aanas Jensen neacn, rL — AJ
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense :T2, T4 2x4 SP #1 Dense:
Bot chord 2x4 SP #1 Dense :132 2x4 SP #2 Dense:
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Hanger specified assumes connection to supporting chord is located a
minimum of five times the depth of the supporting chord from any
unsupported end, unless unsupported chord end has 85% plating
coverage.
160 mph wind, 25.83 ft mean hgt, ASCE 7-10, CLOSED bidg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TIC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
H = recommended connection based on manufacturer tested capacities and
calculations. Conditions may exist that require different connections
than indicated. Refer to manufacturer publication for additional
information.
These support conditions used at bearings indicated
In lieu of structural panels use purlins to brace all flat TIC@ 24" (H1) = ITW (KC) HDTP26 w/ (2)2x6 SP #2 supporting member.
OC. Supported Member Face: (6) 0.131"x1.5" nails
Supporting Member Face: (14) 0.128"x3" nails
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
MWFRS loads based on trusses located at least 12.92 ft. factor for dead load is 1.50.
from roof edge.
5X6 = 5X6
5-111-8
0-5-3
yz
%/Z
1
3-0-12
5X6 - B2 3X4 -
5X6 =
4X6(B1)
_ T
4X6(A2)
z�y
L 15-0-0 _1_ 5-0-0 _I,
14-8-14
_I
34-8-14 Over 2 Supports
R=1757 U=891 W=8"
R=1593 U=798
RL=222/-224
H=H1
glittHlttNlfrybdfi��/4
Design Crit: FBC2014Res/TPI-2007(STD)
�R"_
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 •a '•El /��' QTY:1
FL/-/5/-/-/R/-
Scale=.1875"/Ft.
—WARNING I" REM AND FOLLOW ALL NOTES ON THIS DRAWING 4F Iw•
$
•
TIC LL
20 0 PSF
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
� ;F
�
.
REF R408 - - 24023
Trusses require t emo ar In fabricating, handling, shipping. installing and bracing. Rofcr t toll
ha Incest ediclonaofrBGSIc (Building Component Safoty Infermatlon, by TPI antl WTCA) for safoty
p ♦ =
r Q. 708 1
TIC DL
15. 0 PSF
DATE 1 0/ 1 9/1 6
praeel prl
o Per form ln9 cM11, functions. t l nccaellet...tuil Psh—th [emPorary braelho Per SCS.11 Unioss noce0 oclC Ise
cop cM1ord shall M1 a properly a to M1 d sc coral .head. ing antl bottom chdrtl shall have a praporl QQQ p�e
`
BC DL
10. 0 PSF
DRW
v V
r lgltl ceiling. Loeatl ons snow. far perms ncnt la[eral reseralne of wabs shall M1avc bracing InstalYaat s
socclons B3. or 810, as .too cth. Apply plates co cacti faccaof tru i ntl position as shown abdv noo
tha Joint Ocialls, unless n tetl Rotor to tlrawl ngs —.1 fors. ands rd
_
_
S• S AT 0 '
HCUSR4o8 1 62938s4
a
��
NIE
.1 oiherwlso. pla[e posltlons.
Alpinm, a division of ITW Building Components Group Inc. snail n t ba responsible ft, any davlatian fry
��(a�=
BC LL
0.0 PSF
HC- ENG SCN/WHK
tlrowing, any failure co bulltl CM1e dross In confo rmancg wICM1 ANSI/TPI 1, or for handling, shipping,
//�� ••r
�� Is- •�- C
AN MWCOMPANY
Instal le[lon 8 bracing of tr....s.
,c�•.< 1., ..
'•••��••
TOT. LID.
45.0 PSF
SEQN- 813725
A weal on thls drawing or tovor pagp listing thlw drawing IIIClewtws acceptance of profosslon•1 engineering
rosponslbllley mloly for Cho dos lgn shown. The suitability and use of thls drawing for any strueturo Is e!I
S 1�I l N
DUR. FAC.
1.25
FROM
2400 LAe Orange Dr., Suite 150
respon.lblllty of Vlo Buliding Dos lgner par ANSI/,PI , See.2.
'I�'I�ALmy--�(1�c
Mlt�ttl"
RC
Orlando FL 32837
For morp Informaelon .00 this Job's general n s page and thoso web sites:
SPAC I NG
24. 0 "
J REF 1 W240B_Z1 5
FL CQA40278
ALPINE: www.alpinolcw.cam: TPI: ..tpinst.org: WTCA:—sbclndustry.cem; ICC:—a.lccsafo.org
-
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
ISa31—nroaOCK Keslaence -- LOL I uiamona Janas Jensen aeacn, rL — ASA
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense :T2, T4 2x4 SP #1 Dense:
Bot chord 2x4 SP #1 Dense :132 2x4 SP #2 Dense:
Webs 2x4 SP #3
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
5X6 = 5X6
160 mph wind, 25.83 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
MWFRS loads based on trusses located at least 25.83 ft.
from roof edge.
- 5-11-8
0-5-3
+3-0-12
4X6(A2) - — 4X6(B1) _
15-0-0 5-0-0 I 14-8-14
34-8-14 Over 2 Supports
R=1756 U=716 W=8" R=1594 U=586
W=4.875"
RL=222/-224
��161iN 11 N 141It rryryfr
Design Crit: FBC2014Res/TPI-2007(STD) . H.
�" P: k �"
PLT TYP. Wave
FT/RT=20%(O%)/10(0) 15 ••• �Rl�` TY:1
FL/-/5/-/-/R/-
Scale=.1875"/Ft.
/\
�^ _
1
IIILI�I Ilul\\\v1111
AN ITW COMPANY
2400 Lake Orange Dr., Suite 150
Orlando. FL its37
FL COAH027R
"'WARNING[" READ AND FOLLOW ALL NOTES ON THIS DRAWING[
"INPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses ragulro e.1 BCS care In fabricating. hantlling, shlPPing. Ins[alling entl bracing. Rotor c =toll
tba latest atlltlon of BCSI (Bulltling Component Sa £oty InformIII— by TPI entl WTCA) for safeey preetie p i
a perform ln9 1 ha functlans, tlnstallaanenhall Prhvitlo temporary braein9 Per BCS1. Unless notatl oth I
top dh 1 shal I haao properly a tachotl str c rat s ea thing entl boteom eho rtl shal l b— n proporly a h
rigid coiling. Loc dons shown for perm t"lacoral rostra lnt of mobs of have bracing InsCalletl p s
Chctlons BD B7 or B10, es aopplicebie. Apply placos to each foll of [ru old position as shown abovo tl o
a faint Datalla. anless n taU atM1arwise. Rear to Orawinga 160A-Z £ar== tlartl plate Pa=ltlans.
A'Pina, a alvl slon of ITW Bulltling Coap.... — Group Inc. shall not bo rosponsiblo for any tlovlatlon frotie
drawing. any !allure to builtl tno truss In conformance with ANSI/TPI 1, or for hantlling. ship,ln,.
i stallatlon 6 bracing of trusses.
Anaoal on this drawing or cover page listing this drawing, Indltatas acc.ptanc. of professional onginwar ing
rosp%x. llty sololy for tho doslgn shown. Tho sultablI lty entl use of this drsaing for any strut uro Is N
ro,,Ins lb l l icy of — Bul Id ing Doslgna, per ANSI/TPI 1 S..2.
Far mo a in£ormaclon s this Jobs gonarol s pogo and these web sltas:
ALPINE: www.o l Pl no......: TPI: maw. tpinst.org: WTCA: www.sbcindustry.com: ICC: www. ic...fo.org
•• .=
�s
o 708 1 "
S
• _
'
• —
t S AT O • g
�� '�•/� C
/s
�• 1 .••'+'
'
/ ��+,��Al. s
64ff �1{111040 `N1
TC LL
TC DL
BC DL
BC LL
TOT. LID.
20.0 PSF
15.0 PSF
10.0 PSF
0.0 PSF
45.0 PSF
REF R408 - - 24024
DATE 1 0/1 9/1 6
DRW HCUSR408 16293834
HC - ENG SCN/WHK
SEQN- 813723
DUR. FAC. 1 .25
FROM RC
SPACING 24.0 "
J REF - 1 W2408 Z1 5
d' lA'
,nl�nl�n,c
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - A4 )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #1 Dense :132 2x4 SP #2 Dense:
Webs 2x4 SP #3
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
160 mph wind, 25.46 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
MWFRS loads based on trusses located at least 12.73 ft.
from roof edge.
5X6 = 2X4 III 5X6
4X6(A2) - — - - _ — 4X6(A2)
z;o
13-0-0
R=1768 U=902 W=8"
RL=197/-204
9-0-0
13-0-0
+3-0-12
35-0-0 Over 2 Supports
R=1606 U=809 W=8"
5-2-8
J{pCN` e e •ry44
Design Crit: FBC2014Res/TPI-2007(STD) � H. k ',,
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 ,- TY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft.
-WAR NING]•' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IliPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TC LL 20.0 PSF
REF R408 - - 24025
^
V V
���
AN ITWCOMPANY
2400 Lake Orange Dr., Suite 150
Trusses raquI's a trem. cola In fabrieating. hantlling, shipping. Instal l In, antl bracing. Rofor t =loll
tM1e latest etlltlan of SCSI (Ell ltling Campanane Safety Inrermatlon, by TPI and WrCA) far safetyprn«i�¢ plI
o p.rrorm ha these func[I.ns. tlnsielleanenM1all praline temporary brncing par SCS.11 oUn pr pnoted,rly oChdtwls.
shal L .. properly a tacM1etl st uc<pral shoa<hing and bottom chard hal shel I 'rat n properly a h'a
top rigid
r ltti calling. Locations sn.wn for perm t la[cral rascrnlnc or weba shall M1eas bracing Inseoll.tl p 9C5
sa.tlans D3, ails. ..l ns aoppllcthle. Apply plates [o each fa.EA_z eru tantl pesl Lion as showns. bov. tl o
the Jaln< Data ..less n cetl aM1crwlsa. Rarer [a tlrewings 16GA-Z roles meare plate paslelo
Al pine, a elvi sloe of ITW Dulltling Compon s Group Inc. shall n c be rosponsl blc for any eovleclon fr.tit
tl ra..... any failures co bulltl the truss In conformance with ANSI/TPI 1, or for handling, shipping,
Inst.11etlon & placing of trusses.
A noel on title enrinp or eevor pope Iletlnp NI• tlrerinp. Ineleene eeaDtenee of profeeelonel enLlnNring
rosponslbllley solely ror the tloalgn sno.n. Tna sultanlllty ane use of Chic tlrering for any atrue urn Is ttl
rsponslbi nay or cn. eel ming Designer par ANSI/TPI 1 saa.z.
' Z
0• i08
i • r
• • a
O : /�� C
•�: (�V C
•e 1 V
^�'••.... ......
S '
.l4 � nL �� �`
III ��IG�y1M`
TC DL 15.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT. TOT. LD. 45.0 PSF
DATE 1 0/1 9/ 1 6
DRW HCUSR408 16293849
HC - ENG SCN/WHK
SEQN- 813143
DUR . FAC . 1 .25
FROM RC
Orlando, FL 32837
FL C0.A 90278
Far mar. Infarmatien s this ,fob's g... ra1 1 page and tease wan vitae:
ALPINE: ..alpinei [w.com; TPI: www.<pinsc.org: WTCA: . ab.Ind,s y..,.; ICC: www.Ieesn fo.o�g
SPACING 24 . 0 " '
J REF - 1 W2408 Z 1 5
1 U/20/2016
r
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - MA ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense :133 2x4 SP #1 Dense:
Webs 2x4 SP #3
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
4X6(A2)
160 mph wind, 25.46 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
MWFRS loads based on trusses located at least 25.46 ft.
from roof edge.
5X6 = 2X4 III 5X6
3X6(B1)
5-2-8
0-5-3
+3-0-12
zo
13-0-0 I 9-0-0 I
12-8-14
(=
34-8-14 Over 2 Supports
R=1715 U=727 W=8"
R=269 PLF U=104 PLF
W=6-0-14
RL=197/-199
Design Crit: FBC2014Res/TPI-2007(STD)
H,
PLT TYP. Wave
FT/RT=20%g(O%)/10(0) 15
••• 4,;�4 TY:1
FL/-/5/-/-/R/-
Scale=.1875"/Ft.
"WARNING]'• READ AND FOLLOW ALL NOTES ON THIS DRAWING]
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �
•• ��
TC LL
20.0 PSF
REF R408 — — 24026
Trusses regulra a [soma care In fabricating. handling. shipping. Installing a,a bracing. Refer t =foli
tho Iatane edl[lon of BCSI (Bailding Component safety Infarmatlon, by TPI and IPTCA) far safoty prattle prl
'' O 708 1
,
TC DL
15.0 PSF
DATE 1 0/1 9/1 6
^
o porfa rm lsng thosvafunetlons. tlnstallersuc„all Provltle temporary bracing Per BCS1. Unless noted B t;jh'l
Cop .... tl ha,l „ova properly a teahetl str t s„oathing and battam chord shall have a praporly „
'
v V
1
�^
IIILI�I
lateral
rigidcoiling. Loc ilons shown for e. Apply Alo each of webs sM1oll M1ava bracing Installed p 5
shorn obovo �tl
cM1cilons H3, B7 or B10, as applicable. Apply places to each fat oof trusstantl paslcite pea
a Joint Datalls. "nlass n tad ath°rvisa. Rafer to Crarings 160A-Z far a antlartl plate pa=Itlans. °
Alpine, division ITW Building Compononts Group Inc.
C
t S AT O /��
'(��V C
BC DL
BC ILL
10.0 PSF
0.0 PSF
DRW HCUSR408 16293850
HC - ENG SCN/WHK
o of shall t bo responslbla far any Eavlatldn irati[
❑raring, any failure co build Le truss in conformance with ANSI/TPI 1. or for hantlling, sM1ipping,
SEQN— 813720
AN ITW COMPANY
Instal latian A brating of [Tosses.
•�' .••'�'
TOT. LID. 45.0 PSF
2400 Lake Orange Dr., Suite I50
A sosl on this tlroln0 or cover psyo Ilating this tlrsring. Indleaba at P-0 of professional anWinaaring
rosponsibl lley solely Tor Uo design morn. The sultabllley and use of this drawing for any strueturo Is th
raspanslbllicy of uo Bullding;:Slgnar per ANsI/TPI 1 Saa.2.
'�SS�0 L Nt
' �f/1
fryTf �t
DUR.FAC.
1.25
FROM RC
SPACING
24 . 0 "
J REF - 1 W2408 Z1 5
Orlando,FL 32837
FL C A90278
Far more infermacian s t„,s Jab's general .—a page and these rob sites:
ALPINE: rrr.alpinaitr.com: TPI: rrr. tpinst.org: WTCA: rvw.sbaind--y.cam: ICC: rrr.1ces fa.arg
f L
lOiNi2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
r
13t331-aroaocH. Kesioence -- LOL I uiamona Janas Jensen beach, rL - AJ
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #1 Dense :132 2x4 SP #2 Dense:
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
5X6 = 2X4 III
160 mph wind, 25.08 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
MWFRS loads based on trusses located at least 12.54 ft.
from roof edge.
5X6
4-5-8
+3-0-12 1
4X6(A2) = 4X6(A2)
z�y
11-0-0 I 13-0-0
I 11-0-0
��—
35-0-0 Over 2 Supports
R=1763 U=902 W=8"
R=1763 U=902 W=8"
RL=208/-208
_„�µpuustnua,furgrry.
1 ryy�
Design Cr i t : FBC2014Res/TPI -2007 (STD)
'o� ++\P�...•••••:�
PLT TYP. Wave
FT/RT=20%(0%D)/10(0) 15.
,%M;r �1P}TY:1
FL/-/5/-/-/R/-
Scale=.1875"/Ft.
•'WARNINGI•' READ AND FOLLOW ALL NOTES TO THIS DRAWING]
•'IYPORfANi'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TC LL 20.0 PSF
REF R408 - - 24027
Trusses r,q"l,, m crcmm care in fabricating, handling, shipping. Installing and bracing. Refer [ and
the latest edition o! BCS'(Builtling Component Safety Information, by TPI and WTCA) for safety prat Ii = prl
'} p
w• Q. (00 1
; =
TC DL 15.0 PSF
DATE 1 0/1 9/1 6
o Performing chesevfunctions. Ins[alleanvnhall P--th temporary bracing Per BCSI. Unless noted otho I
cop eM1artl shall havm properly at[aehetl s Coral --thing and bottom chord shall have a properly atta e
: .
•
V V
rigid ceiling. Laa bens shown far perm i lateral restraint mf webs shall have bracing ins I.I,e pe CS
ohs 83. B] BtO, as aopplicaele. Apply places co each laeoaor truss= n0 position as shown abovm e o
; S AT Q '
BC DL 10.0 PSF
DRW HCUSR408 16293827
��� IN F
C„cti
Sr
c Jolnc Oc Colt unless n tetl otherwise. Refer to dra .,,,s 1GGA-Z for s antlartl plate posl clans. G
-
• C�
��
BC ILL 0.0 PSF
HC ENG SCN/WHK
Alpine. a dlvlslon mT ITW Builtling Components Group Inc. shall n t ba responsible far any de.,Iatien from
tl rawing, any lallury [o bulltl [hc truss in conformance with ANSI/TPI 1, ar for hantlling, sM1 1pping,
.••• ` •.�'•�� m
a•
-
SEQN - 813151
AN ITW COMPANY
Instal lotion 6 bracing mT Vusses.
A anal chi, drulnp n.elny this drawing. Indleates
•••wawa••• `�
TOT. LID. 45.0 PSF
2400 Lake Orange Dr., Suile 150
on dr eavor page ¢ pb , or profoalonal •ngln••ring
.usp� .1bi11Cy ofI[ha duiIdI,q DI,Ig.sahoI' ANSI/TPlt1b ..2 and usd of this tlrewing Tor any acruc[urg In U
/r L[[[1111 /fit
,
DUR. FAC. 1.25
FROM RC
Orlando, FL 32837
FL COA NO 278
For mare infmrmati on s this Job's general n s pogo antl these web sites:
ALPINE: www. alpinaiwww. t tw.com; TPI: pinsc.org; Wwww TCA: .sbcindustry.com; ICC: www. I ccsafo.erg
SPACING 24.0 "
J REF - 1 W2408 Z1 5
i w
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - ASA ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4-SP #2 Dense
Bot chord 2x4 SP #1 Dense :132 2x4 SP #2 Dense:
Webs 2x4 SP #3 :W3, W12 2x4 SP #2 Dense:
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
H = recommended connection based on manufacturer tested capacities and
calculations. Conditions may exist that require different connections
than indicated. Refer to manufacturer publication for additional
information.
These support conditions used at bearings indicated
(H1) = ITW (KC) HDTP26 w/ (2)2x6 SP #2 supporting member.
Supported Member Face: (6) 0.131"x1.5" nails
Supporting Member Face: (14) 0.128"xY nails
Bottom chord checked for 10.00 psf non -concurrent live load.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[101 W4X8 1.25 L 1.50
[291 W4X6 S 1.25
Laterally brace BC above filler @ 24" O.C. (or as designed)'
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point).
4X6(A2)
zE a_o
160 mph wind, 25.08 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Calculated horizontal deflection is 0.09" due to live load and 0.17"
due to dead load.
Hanger specified assumes connection to supporting chord is located a
minimum of five times the depth of the supporting chord from any
unsupported end, unless unsupported chord end has 85% plating
coverage.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
MWFRS loads based on trusses located at least 25.08 ft.
from roof edge.
5X8 = 3X4 = 2X4 III 5X8
4X8L10J
H0912
3X4
HUSH
Y l,. I ) _
2X4 III 4X6[291 =
11-0-0 13-0-0 10-8-14
14-6-0 o_B_o 12-0-0 0_8_a 6-10-14
I' 34-8-14 Over 2 Supports >1
R=1757 U=834 W=8"
RL=172/-174
R=1593 U=690
H=H1
0-5-3
T
4-5-8
+3-0-12
.o0 "j H ", "k,
Design Cr
i t: FBC2014Res/TPI -2007 (STD) a°• P•..••••.;�
�0-INTY:1
PLT TYP. 20 Gauge HS,Wave FT/RT=20%(O%)/10(0) 15FL/-/5/-/-/R/- Scale=.1875"/Ft.
a'WARN I NGI'• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"INPORTANTaa FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TC ILL 20.0 PSF
REF R408 - -. 24028
Truss.s ragalra . trams call In fabricating, handling, shlpping. Installing and br cing. Ro£or t an. I.I
tM10 latest ad tl on of BCSI (Building Component Safety I., .... tlon, by TPI and WCA) For safaty praeti. S prl
w• o. 708 1 -
TC DL 15.0 PSF
DATE 1 0/1 9/1 6
o Performing cheao functions. ilnsiallersuc—.11 Crocldo Unless noted o=ha
bract h. per BCSIhall
top ch.rtl shall M1 v. a Cached tM1ing bottom have
DRW HCUSR408 16293853
///\\\\
properly .g andarY
..n ural sM1 and chard shall a properly a
rigid telling. L.eaelons sM1 own for perms neat I t r.lar.str. Intl of webs shall have braeing lnstoltetl po CS
:
'
BC DL 10.0 PSF
���
C„a ions B7. BT or B10. sGs^ ppllcablc. Apply plazas ttl. each f.coaof eru tone position as shown ebova a ,
c Joint Oatalls. ante tad otherwlsa. Rc£ar to .wings 16OA-Z fors andard plate psi .ns.
S AT O
/� • t�cF
BC LL 0.0 PSF
HC- ENG SCN/WHK
AN ITW COMPANY
A 1pina. a dlvl slon .£ ITW G.Ilding Components G... p Inc. shall n t bo resp.nsibl. for any davlatl.n from
awing, any tailors to build CM1a truss in can£.rmancc with ANSI/TPI 1, or for handling, shlpping,
�nsiallatlon
.I'.� •�• C
'
6 braeing of trass
A .e.l on ehl. dra ns or cover Il.tlns thl. Crulns. Indlca—
-••.....••• �`
SS (G
TOT. LID. 45.0 PSF
SEQN- 813716
2400 Lake Olmge Dr.. Suite ISO
pass ceaptanc, of proro.. lon.l .nslnaarins
r.sp.nslblllcy sol.ly i.r th. tloslgn shown. Th. sultabllley antl us. of inls tlrawing for any siructuro Is Naf,/0/V/1�
... p nslbllltyy .f No Bul Itling Oaslgn.r par ANSI /TPI 1 S-2.
/• ��tt /A{`
11
T�ADDI lI
OUR. FAC. 1.25
FROM RC
Orlando, FL 11137
FL C6A N027N
Far mar. Information s thls Jabs Gana—s pages and —a wab altos:
ALPINE: www..'p,_ tw.c.m; TPI: www.tpinse..rg; WrCA: www. bcln...try....: ICC: www. icesef... rg
SPACING 24. 0 "
J REF - 1 W2408 Z 1 5
1
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - A6 )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #1 Dense
Webs 2x4 SP #3
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
5X6 = 5X6 =
160 mph wind, 24.71 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TIC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
In lieu of structural panels use purlins to brace all flat TIC @ 24"
OC.
3X4 = 5X6
3-8-8
4X6(A2) - 4X6(A2)
2� 0_o
2I 0 01
-3
9-0-0 17-0-0
9-0-0
I
�5z
35-0-0 Over 2 Supports
R=1763 U=1213 W=B"
R=1763 U=1213 W=8"
RL=182/-182
PLT TYP. Wave
Design Cr i t: FBC2014Res/TPI -2007 (STD)•�
FT/RT=20%(O%)/10(0) 15.
��,��•..••H:e y
N%17,!•'Pf�Y:1
FL/-/5/-/-/R/-
Scale=.1875"/Ft.
V
AN ITW COMPANY
2400 Lake Orange Dr., Suile 150
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING] =
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses requlro ..creme core in fabricating. M1antl1ing, shipping, Installing and bracing. Rofcr t and Lll
tM1a latese edition of BCSI (Building Compon nt S—ty Information, by TPI and WTCA) for ..-ty praetl eeSS pri
o performing cheat/ lun.[Ions. elnscall arrueh... pr .th teamPnd b. braeln9 per BC51. Unless notM oVhe 1
Cap shard shall h a proporly a ta.hod st [oral sheathing and bo[t .hard shall haves a properly a
r igltl ealiing. Locacl ons shown for permanent laiaral restr i i a! wobs shall have bracing ins[allodtpeCS
C„ccions 63. B] or B^0, sssn pplicth e. Apply platasd td'acach fat oaf cr stand posi [ion as shown abo o "''333333YYYYYY...•••
a Joint Details, u la tetl otherwise. Rolar a wings .— .1 !ar and rd plate positions. {w a
A loin[, a division of ITW Building Compon s Group In<. shall n [ ba osponsibla far any davlatian from
drawing, any failure to build the truss in confer rman.o with ANSI/TPI '. ror for handling. shipping,
(natal lotion & bra.ing of [razzes.
A eeel on thl• firer ing or cover pepo Ileting UI• drerinp. Indlcetee eeeeptenee of profeselonrl •nglneerinp
rosponslblllcy solely for Uo tlaslgn shorn. Tiw aultoblliey and use of thle drering Tor eny etrutturo Is U
asp... lbillty of the Ballding Daslgnar par ANSI/TPI , Sae. 2.
• o. 708 1 •
r:
: 1
• `
: S AT O
e • ' +
' C
s . ., ��
•• .•
' ••••r t••' G�`Ot
q Al A ,\
f4 lo1)Ij1�
rypOf ( 1
NM
TIC LL 20.0 PSF
TIC DL 1 5 . 0 PSF
BC DL 10.0 PSF
BC LL 0 . 0 PSF
TOT. LD. 45.0 PSF
REF R408-- 24029
DATE 1 0/1 9/1 6
DRW HCUSR408 16293826
HC - ENG SCN/WHK
SEQN- 813149
DUR . FAC . 1 . 25
FROM RC
SPACING 24.0 "
J REF - 1 W2408 Z 1 5
Orlando, FL 32837
FL C(lANO2Tg
mar er
Far o Inlarmatlan s cbis Jab's gen al n s page and theses web it,,:
ALPINE: www alpineicw.<om: TPI: www.tpinsc org: WTCA: www sb<Industry.com; ICC: www.1.... ft. org
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 13h31-brodock Kesidence -- Lot l Uiamond Dands Jensen beach, FL - AbA )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #1 Dense :B1 2x4 SP #2 Dense:
Webs 2x4 SP #3 :W3, W13 2x4 SP #2 Dense:
Lumber value set "13B" uses design values approved 1/30/2013 by.ALSC
H = recommended connection based on manufacturer tested capacities and
calculations. Conditions may exist that require different connections
than indicated. Refer to manufacturer publication for additional
information.
These support conditions used at bearings indicated
(H1) = ITW (KC) HDTP26 w/ (2)2x6 SP #2 supporting member.
Supported Member Face: (6) 0.131"x1.5" nails
Supporting Member Face: (14) 0.128"x3" nails
Bottom chord checked for 10.00 psf non -concurrent live load.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[10] -W4X8 1.25 L 1.50
[32] W4X6 S 1.25
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point).
6X8 - 2X4 III 5X6 =
160 mph wind, 24.71 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Calculated horizontal deflection is 0.10" due to live load and 0.19"
due to dead load.
Hanger specified assumes connection to supporting chord is located a
minimum of five times the depth of the supporting chord from any
unsupported end, unless unsupported chord end has 85% plating
coverage.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
MWFRS loads based on trusses located at least 24.71 ft.
from roof edge.
3X4 = 5X6
3X4
0-5-3
T
4X6(A2) = 4X8001 - UXl4 =
2X4 III
2L 0_o
H0912
2X4 III 4X6 [ 32 ]
9-0-0 _I_ 17-0-0 _I_ 8-8-14 al
14-6-0 ofglo 12-0-0 p18ro 6-10-14
j� 34-8-14 Over 2 Supports —1
3-8-8
*3-0-12
R=1757 U=885 W=8" R=1593 U=732
RL=146/-149 H=H1
' t�putnmrurrrrnnr,
Design Cr i t : FBC2014Res/TP I -2007 (STD)
PLT TYP. 20 Gauge HS,Wave FT/RT=20%(O%)/10(0) 15 •� '•El /�` QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft.
'WARNINGI " READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ,�
"IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
O •' �.
TC LL 20.0 PSF
REF R408 - - 24030
�\
Trusses require c t eme ara in fabricating. h—ling, shipping, Instal —g and bracing. Rotor to fall
a latest adit — ofSCSI(Building Comp ... It Safocy Inrarmatian, by TI'l and WTCA) far .afaty practic s prl
o Po rmsngllM1osvaTuncclons. tlnstall5rsucM1all provido cemPora rY braein9 per SCSI. Unless prod vtV.J d
-P eh.1d M1a Nava pr°parly a CecM1ed tr coral sM1caeM1ing area bottom eM1ord snare M1ava a proporly a
rigid coiling. Lvc Clore. shown for parman..t lateral restraint of webs shall nave bracing Installetl S
r O. %08 i _
TC DL 15.0 PSF
BC DL 10.0 PSF
DATE 1 0/1 9/1 6
DRW HCUSR408 16293847
a
��
AN IT'W COMPANY
2400 Lake Orange Dr., Suite 150
C„cCion^ BBn aeT - 810. as omppllcablc. 1.R — t. to°ash facsa-T tr stand position as shown above ntl a
° Jv C Oat ils, unless n tad othat. Apply Rvfar to drawin s ... of for andard late sic _i
AI Ina. ivisi°n of ITW Buildin Com Graa Ina. lgiall [ bo r IblcpPor Pa davla9lan fri
p g pononts p °spores any
tlrawing. any rai11ra to balid the trans in tenrvrmancv wi[n ANSI/TPI '. or ror handling. shlppin
Instal laClon & bracing of trusses.
A sosl on tnl• dr•rinp or covor psgo I1stln0 tnl• tln.Inp, Intllcstws seeoptsne° of profs.. lonsl snp lnssrinp
rasponslbil lty solely Tor tho doslgn shown. Th.—1-1,111ty and us° of this Erawing for any aCructuro Is N
raspvnslb111ty of Cha Bullding Do.lgn°r per ANSI/TPI T Sot.2.
_
• S AT O
A
.f :
�• /•��
•°••"•'•
S I('/�t N
4�w,,S/ONAL 11tt
BC LL 0.0 PSF
TOT. LID. 45 . 0 PSF
HC - ENG SCN/WHK
SEQN- 813714
OUR. FAC. 1.25
FROM RC
SPACING 24 . 0 "
J REF - 1.W2408 Z 1 5
0""`&,FL 32R37
FL C A HU Vii
Far mars information s thls Job's general n . page and these wab .1te.:
ALPINE: w,wv.alpinoitw.com; TPI: — tpin .,rg; NTCA: www. bclndustry.cav; ICC: w.w.lccsnfo.org
""""""`
1 V/LV/LV 1 V
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SIIRMITTFII RV TRIICC 'MFO
ISUSl-brodocK Kesidence -- Lot "I Uiamond Sands Jensen Beach, FL - E4
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
In'.lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
—2-0-0 — 1
11-0-0
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based on trusses located at least 7.50 ft.
from roof edge.
14-0-14 Over 2 Supports
4X6 (R) %
2X4 III
3-0-14
4-
R=820 U=387 W=8" R=628 U=346
RL=256/-42 H=H1
ej�4��a(n�u{u..mlpbryi
jY� ' `
Design Cr i t : FBC2014Re s/TP I -2007 (STD) °-� ���...••••... ,kQr'-,4
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15.'.,�(`f Y:1 FL/-/5/-/-/R/- Scale=.5"/Ft.
"WARNING)" READ AND FOLLOW ALL NOTES ON THIS DRAWING[
.'IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
•
_
TC LL 20.0 PSF
REF R408 - - 24048
Trusses r.gulr. a t.... car. in febrl.....9, hanall"a, shlpping, Inscalling ;, brecing. Rof.r t antl 1.11
tM1e latest ctl1 tl.n of BCSI (Bui lei ng Co.... nt Safety Information, by TPI ane WrCA) for safety p... t—Crprl
o. 708 1
r;
TC DL 15.0 PSF
DATE 1 0/1 9/1 6
o pe rCermin9 these functloIy .,)..hail ean.ntall p--th temporary bracln9 Par BCSI. Unless notetl of„e 1
'
DRW HcusRaos iszsassa
//^\\\
v V
in eM1arI shall Le pr.p.rly a te.h.e ... rural shea�„ing entl bat.m eh.rtl sh. hay. l, pr.perly a<t.
r igltl fling. Locatl.ns sh. for porm lateral restraint o£ webs shall M1ave brat ing instelletl pc CS
B], B7 DID.
: =
0
BC DL 10.0 PSF
ctlons or as appllcebl e. Apply plates ho each face o£ tru antl posltlon as shown above .
�oln< D.tal .=s na<ee et„.rwl=.. R.f.r t. tlrawing= ,BDo_Z f.r==taneartl plat. pa=Itl.n=.
Alpinc,
S AT
':
BC LL 0.0 PSF
HC-ENG SCN/WHK
G�J LIJ LI �JI��
a elvlsion of )Tel Bulltling C.mp.nents G...p Inc. sM1all n t be respo..ibl. f., any deviation from
tlrawing. any failure t. build CM1. truss in conformance wi<M1 ANS"Tpl 1, or £or M1antlling.
.r��et�
`
SEQN- 813680
AN ITW COMPANY
shipping,
Instal lotion & brecing .f trns=s.
A 1.11 on ehl, er..lno or e.v.r pop. 11•ting NI, dr..1.0, Indl-8.. pnna..f prof•..Ibn.l "I.••rinW
fij�• • •••.n..•••'•���,•a
ljil �I
V;;
TOT. LD. 45.0 PSF
DUR FAC 1.25
rsp.nalbl ucy sol.ly for th. tls lgn shoo.. Th. sult.bl Nty nntl us..T ehls d—Ing for eny .Tractor. Is CtI
"
NA1�
2400 Lake Orange Dr., Suite 150
r.... n InI.:1y .f — B.ntll.g Deslgn.r p r ANSI/TPI 1 sa..2.
AMMli11NN�
. .
FROM RC
Orlando, FL 32837
FL COA 90278
. r
For more informatl.n s this Job's general n s pogo nntl ths. web =its:
ALPINE: www. t www.alpincltw.com: TPI: pinst.org: WTCA: www.sbclndustry.com: ICC: www.l.... f.. erg
$PACING 24.0 "
J REF - 1 W2408 Z1 5
.t W
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
k 13B31-BrodocK Kesldence -- Lot I Utamond Sands Jensen Beach, FL - E5 )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
(J) Hanger Support Required, by others
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
1 2-0-0
10-0-0
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Right end vertical not exposed to wind pressure.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
MWFRS loads based on trusses located at least 30.00 ft.
from roof edge.
14-0-14 Over 2 Supports
5X6 - 2X4 III
4-0-14
\'l
4-1
R=820 U=252 W=8" R=628 U=274
RL=158/-41 H=H1
,�puunmurnrnhrr
Design Cr i t : FBC2014Res/TPI -2007 (STD) s�� ��,,�P,..••H:. krQ//'�•4
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15. Q��•'QCy 0 TY:1 FL/-/5/-/-/R/- Scale =.5"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING]
••IMPORTANP• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
.• 1.TC
'
LL 20.0 PSF
REF R408 - - 24049
Trusses ire a item. care in fabrieatin ha— m shi g g. o a
requ g, g, .ping, installin a C bracin Refer t n SP'i
the latest etli ti.n of DCSI (Builtling Component Safely Information, by TPI antl WTCSI for safety praetiee�pri
+
0, l08 1
TC DL 1 5 . 0 PSF
DATE 1 0/1 9/1 6
o Performing t eaV functions. C lnsta l lerruchall prh.. ea h. ry bracing per BCSI. Unless natetl oC mti
lop th.rd s 111, c properly a Lathed st t.ral sh athing and b.ttem .hard shall have a Properly a
per�uCS
i 1
;
BC
v V
rigid Ceiling. Locations shown for .....hant lateral rastralnt .f web= shall h.— bracing installed
8a, B] or B as aapplicohla. Apply places ctlf oath fa6aoof Cru as shown above 33.'
S AT O r
DL 1 0 . 0 PSF
DRW Heuseaoa szssaas
��
C„ctions
a paint Details, "Iles n teandaposltion
etherwlse. Refer to awi-1.
far== n rtl plato.osi1—t.•�
�et,,�
BC LL
IL
A l.ina, a division of ITW Dd
.il h.t
g Componen s Group Inc. shop n C be rasponsi bla for any tlevietlon from
.
.F-/
0.0 PSF
HC-ENG SCN/WHK
AN ITW COMPANY
th.
drawing, any failure to builtl Che truss in confo rmanca with ANSI/TPI 1. or for hantlling, shipping,
installation A bracing of t.....I.
�(C •►•.,, �••' ��
TOT. LD. 45.0 PSF
SEQN- 813669
A ne•I on thls dnwing br ebvar pagb Ileting thl• dre•Ing, Indll:.t...emptme. of ProfOSSIOn.l •ngln••ring
//
DUR . FAC . 1 .25
FROM RC
2400 Lake Orange Dr., Suite 150
r.sp.nslblllty sololy for th. daslgn shown. Th. ..Mobility end use If this dre•Ing fbr eny structure Is NSlO�VAL
rsp.nemn lty of tb. D.Ilding Designer par ANSI/TPI vrPl , sa..:.
U
afRsl/tWttt,ti,R
Orlando,FL 32837
FL COA 90278
Far mare infarmatlan s this J.b•s ganaral h s pogo and thee. web www=lies:
ALPINE: www.al pincltw.com; TPI: . tpinst.o rg: WTCA: www, sbcindustry.com; ICC:—.l.... .....
SPACING 24.0 "
J REF - 1 W2408 Z1 5
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - E6 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
1 2-0-0 1
9-0-0
R=820 U=398 W=8"
RL=217/-41
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based on trusses located at least 7.50 ft.
from roof edge.
4X6 (R) % 2X4 III
14-0-14 Over 2 Supports
5-0-14
R=628 U=337
H=H1
Design Cr i t : FBC2014Res/TP I -2007 (STD) H'
PLT TYP. Wave FT/RT=20%(0%p)/10(0) 15. �'i':'e i •,� `FTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft.
"WARNING[" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI .t
••IWPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
;
TC LL 20.0 PSF
REF R408 - - 24050
/^\
/ \
v/\V
AN IT'WCOMPANY
Trusses ragalro a trama Care In fabricating, handling, shipping. Inscnll'ng and bracing. Refer to andtall
Cha latest edltlon of BCSI (Building Component Sa Tnty Informntlon, by TPI and WTCA) far safety prectice prl
o parrorm ing these functlans. tlnscallerrucha ll provido temporary bracing par DC! I. Unless noted ot"a
Cop chord shall havo properly a CacM1etl st to rol sheathing ontl bottom ehvrtl shall M1ave a properly a
rigid cal I ing. Locations ahawn far permanent literal rescrolne or webs Shan have bracing '"atoned po Bcs
sections Ba. B] or B70, as eItcd eble. Apply places co each f16OA-Z far Intl position as shown above '
the Jolnc DoW1is. unless n .il otM1arwise. Refer to drawings 160A-Z for eta"lard plate pealtiena.
Alpine, n division of ITW Building Components Group Inc. shall n C ba rcsponslblo for any tivvintlon from
drawing, any reliuro Co bulltl cM1e truss In eonformanw wIN ANSI/TPI 1. or for handling, shipping.
ins[nllatlon & bracing of Crusses
o. 708 1 _
•
i -
: SAT O
1 /`_ .�•��C
/� •.
�:` •'•...,,:e••''Gr
TC DL 15.0 PSF
BC DL 1 0.0 PSF
BC LL 0.0 PSF
TOT. LD. 45.0 PSF
DATE 1 0/1 9/1 6
DRW HCUSR408 16293891
HC- ENG SCN/WHK
SEQN- 813682
2400 Lake Orange Dr., Suile l50
A noel on thls dnWinp or cover papo I Istlnp thls Cnslnp. Indicates lm upUnae of proTesalonsl engineer lap
rvsponslblllty solely Tor Uv design whom. Th.;u lllty and use IT this drawing for eny atructuro Is CII
raspanslbinty of tea Dullding Daslgnar per ANSI /TPI 1 soc.2.
��+�lo��` �� `.�"'
M N�
yf/q�i�l(Pt
DUR. FAC.1 .25
FROM RC
Orlando, FL 32837
FL COA 90278
Far mare Information s thls Job's general ..-I pogo and Lhasa web sites:
ALPINE: s alpinvltw,com: TP1: .-pinor sc.g; WTCA: wvr,. sbclnwdustry.com; ICC: 1ccsa Te.org
SPACING 24.0 "
J REF - 1 W2408 Z1 5
1
10 20/2016
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - F1 ) THIS DVIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
(J) Hanger Support Required, by others
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
MWFRS loads based on trusses located at least 30.00 ft.
from roof edge.
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid di—h- - o i_+_ — +ha+ .,,.,r.+)
2X4(A1) = "�" —
2-0-0
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non -concurrent live load.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[ 61 W3X6 4.25 R 1.50
[19] W4X8 S 2.25
[21] W3X4 1.25 R 2.75
2X4
11-4-0
1 ] III
1
3-4-7 1-10-9 2-0-2 6-3-12
13-6-14 Over 2 Supports
R=802 U=217 W=8" R=608 U=219
RL=205/-43 H=H1
.c��gmuuu,ua�fur'ffi,
Design Cr i t : FBC2014Res/TP I -2007 (STD) \p`N;..:.�;• k,Q''.,
PLT TYP. Wave
FT/RT=20%(O%)/10(0) 15. i•:' •,l `QTY:3 FL/-/5/-/-/R/-
Scale=.375"/Ft.
**WARNING]** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
..11MRTANf•. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. f
e•
TC ILL
20.0 PSF
REF R408 — — 24051
care In fabrlcating. hantlling. sM1lpping. Installing antl bracing. Rafar i antl all
Trusses rad'tl- eor SCSI
oho latest atlltlon of DCSI (DUlltling Component Sa£oty I, by TPI.I. antl WC£or safety praceh p I
0.708 ' "
V S
TC DL
15.0 PSF
DATE 1 0/1 9/1 6
toll,tlon.
o porform lh. [hI,— pnetlons. tl .hod srsucnara .l.andary braeing per ...SCSI....n p notetl ott Vp
top chortl steal l Lava properly [r t al athing antl battam chortl shall M1 e a properly a a�
i S
=
v V
e.—th
n for po
r lgitl telling. Loc dons sM1own for permaneniul i al rastroin of webs shall Lava bracing Installetl pe BCS
CM1ctlpns B3. BT or 810, as aappllcablo. Apply pla[es to oacM1 fa coeof tr st ntl p pl..to as shown ebovo +
a .lolne Date ns, unless n tea otherwise. Refer to Orawings ,GOA-Z forss antlartl plate positions.
: S AT
BC DL
BC ILL
10.0 PSF
0.0 PSF
DRW HCUSR408 16293859
HC ENG SCN/WHK
Alpina. tlivlsion , ITN B..l... Components Group Inc, shall n t be rosponslblo £ any tlevletlon frames
tlrawing, any falluro to bulltl In AN ,. for hantlling•
�� •�{•N`�•�
'•
-
SEQN— 813602
AN ITW COMPANY
the truss conformance with or 1hippin9.
Instal laelon i braeing or crosses.
.� \`V,�
Y.en.N•'•G
TOT. LID. 45 0 PSF
A w.l on thl. Er.wing or .over pope Iloting thl• Eroing. InCle.t... pG... of Prof e..l...l •n01n••ring
eY.
SSA
.
DUR.FAC.
1 .25
FROM RC
2400 Lake Orange Dr., Suite 150
rmsp•nslbllley solely for torn tloslgn shorn. 7Lo aultabllley antl use of Nls tlrewing Tor any strucwro la th
responsibility of H,m Dull,ling Deslgnar For ANSI/TPI , Sac.2.
�A'IM Y� \t
'4�►f% �I�M7�
SPACING
24 . 0 "
J REF - 1 W2408 Z1 5
Orlodo,FL 32837
FL COA HO 278
For more Information s this Job', 9... roI n s pogo antl .tees. web sites:
ALPINE: wow. a 1pinalew. ; TPI: wvw. epinst.org; NfCA: www.sbelntlustry.com: ICc: ww.lcesafm.mrg
Inznznu
13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - F2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
(J) Hanger Support Required, by others
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
2X4(Al )
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based on trusses located at least 30.00 ft.
from roof edge.
2X4 III
0
2-0-0
< 13-6-14 Over 2 Supports
R=797 U=220 W=8"
R=605 U=221
RL=205/-43
H=H1
�a„uHDl,unhy,
.a►` e 6 H
Design Cr i t : FBC2014Re -2007 (STD)
\p;
PLT TYP. Wave
s/TPI
FT/RT=20/G(0/D)/10(0) 15.
.••••••:.
I�l�: I •, QTY:2 FL/-/5/-/-/R/-
Scale=.375"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
••IWPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
:
:
TC LL
20.0 PSF
REF R408 - - 24052
Trusses requlro c cram. care In rebric.[ing, handling. shipping. Installing and brating. Rarer t. o tl oil
vtlltlon of SCSI (Bullding Campo. nt S.racy Iniormatlon. by TPI ..tl WCA, rar sarety pr.atie.fprl
p +
U. %08 I =
d
TC DL
15.0 PSF
DATE 1 0/1 9/1 6
o Perrormin9 those functions. cras[allet...t ll provitlo [omPora rY breeln9 Par SCSI. Unless notetl ott ,
top chord shall Lava properly a Cached [oral sh.a—tr ant boCt.m ah.rtl shall b.ve a properly a
po
i ..L
•DRW
v V
...
rigid eel I Ing. Locn[lons shown r perm t laevrel res[rolnt of .ebs shall M1ay. bracing installed BCs
sac[ians BD Bl or 810, as eopplicth Apply to f16Oaor
:
• S 0
BC DL
10.0 PSF
HCUSR408 16293855
pl.[as cru antl pasieion as shown ebovo '
cM1. Jolnc Dd.... . unless n ochcr.ise. R.Ter co .1,9 160A-Z fors.t—lbi plate py
AT
t
BC LL
0.0 PSF
HC-
1...l
d—lns.
Al pin., a alvlslon of ITW Builtling Components Group Inc. sM1all n e ba responsibl. for any d.vletl.n rrem�
-il
drawing, nhy failure [m build Cho cross in confo.......I[h ANSI/TPI 1. or for h--ding, shippl,
�• ^ . ���'
ENG SCN/WHK
SEQN- 813604
AN IrWCOMPANY
in.tallatlen & bracing .r crosses. 9'
die •�•...,. ..•''\G\
TOT. LD. 45.0 PSF
A .o.l on antl, Cr— g or cover p.go Ilsting thl. er..ing. Inele.t... pt.nes or pror...lon.l engln..rinW
r.sp.n.lbllley volay rar Uo tlaslgn shown. Tho sule.blllty one use oT Nln eraang ror any atructur. Is U
•`
s o NAIL
,f ,V /1r
DUR FAC
1
FROM RC
2400 Lake Clang Dr., Suite 150
rosponslblllty of [h. Bul ld ing D.slgn.r par ANsI/TPI 1 Sac.z,
p� 1�q1
. .
.25
Orlando FL 32837
FL COA 9027E
F.r .... inf.rmatlan . this Job's general n s pogo and th... w.b .leas: [CC:
ALPINE: www. alpin.l ew.cem: TPI:--pinst..rg: WTCA: .... sbalndustry.e www. lcesaro.arg
SPACING
24 . 0 "
J REF - 1 W2408 Z1 5
I •
10 201201
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED 13Y TRUSS MFR
( 13kf31-brodock Kesidence -- Lot l Uiamond bands Jensen Beach, FL - F3
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
(J) Hanger Support Required, by others
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
2X4(A1) _
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TIC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based on trusses located at least 30.00 ft.
from roof edge.
2X4 III
+11-4-0
III
5-1 115
2-0-0 --J
EEE 13-6-14 Over 2 Supports.
R=797 U=221 W=8"
R=608 U=201
RL=196/-43
H=H1
�µ1n3+uUrorNrnnnr•
Design Crit: FBC2014Res/TPI-2007(STD)�' H.
PLT TYP. Wave
FT/RT=20%(O%)/10(0) 15
QTY:1
FL/-/5/-/-/R/-
Scale=.375"/Ft.
—WARNING READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
..IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
-Z �• '!
TIC ILL
20 . 0 PSF
REF R408 - - 24053
Trusses ....Ir. ....... care In fabricating, han.117. shipping, installing antl bracing. Rofvr io ..V foil
a eel ci on of SCSI(RYl itling Component Safety Infarmatlon, by TPI one WTCA) far safety preecl WC_
Ps
o. 708
TC DL
15. 0 PSF
DATE 1 0/1 9/1 6
o performing 1 h.v. functions. ....h.li a rruchalt Provitiv cemPora ry bracing per SCSI. Unless nptee oCl�es
top chartl shall M1 e properly .....
tachetl st cu ral sheaCM1ing antl batiom chortl shall haw a properly a � t� d
rigid ceiling. Locations shown for permanent lateral restraint of webs shall Nava bracing In:canoe 7�6C4
_
BC DL
10.0 PSF
DRW HCUSR408 16293877
v V
Q L pp F
sections B3. B] or B10, as oppiicabl e. Apply places co each fI OA f iru tang position as shown oboe ne
the Joint Details, unless n tad otbcrwiso. Refer to drawings 160A-L fors: .—.1 Plato patitian:.
Alpine, a divl :ion of ITW Building Components Group Inc. shall n t be responsible for any eevlaelon f
+ ..
•
S AT O (I
BC ILL
0.0 PSF
HC - ENG SCN/WHK
11 V
AN ITW COMPANY
tl rowing, any failure to bade t e truss in conformance with ANSI/TPI 1, or for M1antlling, shipping.
installation & bracing of tr.::�:.
wI���
� • `�/
•.;�( 1 .•v�j
TOT. LD.
45.0 PSF
SEQN- 813606
A wa on thl. Cr.rinW or ccvor p.Ru I being ebl. Cr.,Ing. Indlwta..tept.nt. of prefo..lon.l .ngl...rl
.:Ponslblllcy.sololy for iha tloslgn shown. T. suitobiIIty end us. of this dr.,ing far any structure Is t
E' ...1�.1......
�N
�S•1Q1Y
DUR FAC
1.25
2400 Lake Dran a Dr., Suite UO
6
aspv^:lbllity of tho D.Ilding Designer per ANSI/TPI 1 Sec.2,
, Al p
npyd�IHtH100
. .
FROM RC
Orlando,FL 32837
Far more information s this Jab': g..... I . s P.R. antl theta ..b :it.-
ALPINE: TPI: . tpi www.alpinvitw.cam: ,g; WCA: try.com; ICC:
$PACING
24 0 "
J REF - 1 W2408 Z1 5
FL COA N0278
n www.sb.I.d www.iccsafo.org
.
1�
10/20/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
k IJOJI—orOOOCN: Keslaence -- Loc I uiamona Janas Jensen beacn, FL — r4
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
(J) Hanger Support Required, by others
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
2-0-0 1
10-10-8
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Right end vertical not exposed to wind pressure.
In lieu of structural panels use purlins to brace all flat TIC @ 24"
OC.
MWFRS loads based on trusses located at least 30.00 ft.
from roof edge.
4X6(R) 111 2X4 III
13-6-14 Over 2 Supports
R=797 U=236 W=8"
RL=169/-42
2-8-6
R=605 U=253
H=H1
4-4415
PLT TYP. Wave
Design Crit: FBC2014Res/TPI-2007(STD)
FT/RT=20%(0%)/1O(0) 15
H. ""l,"
1 1.. M.. QTY:1
FL/-/5/-/-/R/-
Scale=.5"/Ft.
"WARNINGI•• READ AND FOLLOII ALL NOTES ON THIS DRAWINGI
•r I11PORrANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
�•' F '; '=�
TIC LL
20.0 PSF
REF R408 - - 24054
T.CFccions
AN IrWCOMPANY
2400 Lake Orange Dr., Suite l50
Orlando, FL 32837
FL COA N0278
Trusses requlro extrcmo'eare in fabricaeing, handling, sM1lpping, installing and braeing. Rofar [ Ia.b fall a o 708 1
ea lclon of BC51 (Builtling Conponene Safety InTormetl^n. by TPI and WTCA) for safoty prseil �s pr
p^rform ing :I,—runcclons. [Installcanenh . psheltlo .D ndary braeing per BCSI. Unless noteE o[ Is
cap cM1artl shall haves properly a taehed sir [u al athing antl boiiam chortl shall have a properly aCtl•
rlgltl cal l ing. Loc [Ions shown for perm t Idteret ros[ralnc of robs shal l have bracing installed C i
Ba, Al - 8 as n—d cable.lsAppiy plates to each facoaof tr...0 nd poslilon as sholvn abov and S AT O
160A-2 for—lbl pla[e pasitlans.
c Jaln[ Do[alls, unless n !etl o[belw a Refer to In..
A 1pine, a division of ITW Bulltling Componan[s Group Inc. shall n c po responsible for any deviation it.� �[[��C�
Crowing, any (alluro t Wiltl the truss in cenfarmanca wlU ANSI/TPI 1, or far handling. Inippin
i seallaeion A bracing of trusses. g
Ansosl pn thl• dra,ing or eoybr p�gb Il*tl" "I. d—Ing, Inellest.s scapemu of profeasionsl uiRlnMrl '�aau�N� G� rosponslblllty sololy for tho doslgn sho�,l. Tho sultehlI Icy antl use of "I, d—Ing for any sifucturo Is �?
raspenslbility ar ua Build ing Designer par Axgl /,PI , gaa.2. �.,s/Q�p>I, EN,.
Far mare Information s thls Job's ganaral n s pogo and � 11 web sites; '""+�+tm(W"�°'
ALPINE: www.al pinol—.Com; TPI: wmv-pi—t-rg; WrCA: ..sbcindusiry.cem; [CC: www.iccsafo.org
TC DL
BC DL
BC LL
TOT. LID.
15.0 PSF
1 0.0 PSF
0.0 PSF
45 . 0 PSF
DATE 1 0/1 9/1 6
DRW HCUSR408 16293875
HC - ENG SCN/WHK
SEQN- 813608
DUR.FAC. 1.25
FROM RC
SPACING 24 . 0 "
J REF - 1 W2408 Z1 5
1 P 10/20/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
I, Isa31-nroaocic Kesiaence -- L.oc I ulamong zanas .Jensen beacn, rL. - rb
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
(J) Hanger Support Required, by others
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
1 2-0-0 1
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design. '
Right end vertical not exposed to wind pressure.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
MWFRS loads based on trusses located at least 30.00 ft.
from roof edge.
1_ 8-10-8
ic- 13-6-14 Over 2 Supports
R=797 U=257 W=8"
RL=143/-41
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave
FT/RT=20%(O%)/10(0) 15,
•11VARNINGI** REND AND FOLLOW ALL NOTES ON THIS ORAWINGI ,}'
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. .`It
Trusses requlro [ eme nr In fib rl eacing, M1antllln9, shipping. In calling and bracing. Rofor to .4 f
ba I__ adielon ofrSCSle(Ouilding Componene Safoey In forma elon, bysTPI and WTCA) for safoty praeelims
l eanenM1afl provlao comp rY Draelh, pis Unless o
a perycarm ing chI,—
pncclons. [Instal BCSI.
cap a artl sM1a11 Lava properly a 1,M1ed ser to el sM1eotM1 ing and bottom chord hall M1— n praparly CCCCCC������aaaaaaeY
"".T
rlgltl ailing. Loc [Ions shown for perm t late rel raseralne of wabs shall h ve Dracing Installatla
v V
�� NFE�Crycclwns
B3. BT or B10, as aappllcable. Apply pla[as co each fI Goaaf lrusstand poslcign as shown abov n
e Jolnc Ootalls, unloss n tad ocbe rwise. Refer ca drowings 160A-Z for s anda rd place posl[lans.
Alpino. a division of ITW Bulleing Cempononcs Group Inc. shall n c bo rosponsiele for any tlevlatlan f�A
drswing, nny falluro co bu110 cho truss In confornanco with ANSI/TPI 1, or for handling, Shipping.
AN ITW COMPANY
Instal melon A braCing of trusses.
A wool on dill drill, or cover pwge Ilwting "I. d—ing, Indl—tww @cmptwnu of prof—lelnlr�gln—I
ss osponslblllty sD to ly for mo dlgn shown. Tho aulteblllty and use Df tb is draw ing Tor—st turD Is
2400 Lake Orange Dr., Suite 150
aspanslblllty of mo Building Ooslgner p r ANSI/TPI 1 Sot.2.
Orlando FL 32837
For mora information s this Jobs gamoral n s pogo ana mass wee sites:
FL COA 90278
ALPINE: www.olpinoi[w. tom: TPI: www.[pinsc.org: WTCA: w sb,I.du ry.com: [CC: ..1 ccsa fo. org.
4X6 - 2X4 III
H.
4-8-6
R=605 U=272
H=H1
tjWi_'`k QTY:1 FL/-/5/-/-/R/-
TC ILL
20.0
PSF
1
TC DL
15.0
PSF
BC DL
10.0
PSF
• �t1ti
�G
BC ILL.
TOT. LD.
0.0
45.0
PSF
PSF
DUR.FAC. 1.25
SPACING
24.0"
Scale=.5"/Ft.
REF R408-- 24055
DATE 10/19/16
D RW HCUSR408 16293840
HC-ENG SCN/WHK
SEQN- 813610
FROM RC
JREF- 1VV240B_Z15
A f 10/20/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - F6 )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
(J) Hanger Support Required, by others
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
12-0-0 1
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Right end vertical not exposed to wind pressure.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
MWFRS loads based on trusses located at least 30.00 ft.
from roof edge.
5X8 - 2X4 III
2-10�15
I. 6-10-8 _I,
6-8-6
I
iEE 13-6-14 Over 2 Supports
R=797 U=287 W=8"
R=605 U=287
RL=116/-40
H=H1
PLT TYP. Wave
_ mw,1111111IINlgq,,hny(
Design Crit: FBC2014Res/TPI-2007(STD)
FT/RT=20%(O%)/10(0) 15 �.• '� �1 ,_TY:1
FL/-/5/-/-/R/-
Scale=.5"/Ft.
"WARNING]** READ AND FOLLOW ALL NOTES ON THIS DRAWING]
.-IMPORTANT?.FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
:`•
f
TC LL
20.0 PSF
REF R408-- 24056
f V
a
��
AN IT'W COMPANY
2i00 Lake Orange Dr., Suite l50
Trusses roqulra c oma ro In fabricating, hantlltng, sM1lpping. Installing end braeing. Rofar to an} foil
tM10 latest etllelon o rBCSI`(Bull tll ng Campanant Safaty Information, by TPI and WTCA) far sofaty praetleQs prl
o Pe„cortlmin9 t h aiunocilans. tt.c_ aananhall provith eemporabI braeing par BCSI 11 Unlass notM aLM1yr Iso
top c sbnllb a a properly a c atl s.r t ral shoathing and boecom cho rtl sM1all M1ave a properly a
rigid elling. Loc I ns shown for perm tuletaral restraint of webs shall havo bracing Installed pS•
eetlans BD BT or 810, as o pllcable. Apply places co each faceaof tru rand paslelt. es sM1own abova ntl
CM1c Joint 3,117 s, unless n tad —bl'. A. Rafor to drewings 180A-2 forss entlard plats positions. a
Alpi... a dl vlslon of ITW Building Components Group Inc. sM1all n t be raspanslb . far eny davlaclon fro
awing, any lalluro co build [hc truss In conformances wlW ANSI/TPI 1, or for handling, sM1lpping.
�,ristallatlan g braesing of trw==a=.
A sosI on this drswing or e,v,r psgo listing this drawing, Indlcstss 8—pears of proM1sslons1 mpinwring
rosponslbllley solely for rho tloslgn shorn. Tho sultablllty sntl use of Nla tlrewing for soy structure Is th
loop anslbllltY of No Bul lding Doslgnar ,o, ANSI/TPI a Sat.2.
�• S.
• o. 708 1
z
L
t I AT O
•�
•+ � •� C
,.••
((11 ••��•• -{`� ¢,,A
��t7!• • �'\' {tom
"QyIkff"I aA`
'""
TC DL
BC DL
BC LL
TOT. LID.
15.0 PSF
10.0 PSF
0.0 PSF
45.0 PSF
DATE 1 0/1 9/1 6
DRW HCUSR408 16293876
HC-ENG SCN/WHK
SEQN- 813612
DUR. FAC. 1 .25
FROM RC
SPACING
24.0 "
J REF - 1 VV2408 Z1 5
Orlando,FL 32837
FL COA NO 278
Far mars lnfarmatlan s this Jabs general n s pogo and thasa wesb sites:
ALPINE: TPI: www.alpinolcw.com; www.[pinst.org; WTCA: www. sbtindustry.cdm: ICC: www.lccsefe.org
1 q 111 10/20/2016
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - G1 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
(J) Hanger Support Required, by others
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
1 2-0-0 1
9-6-0
R=820 U=256 W=8"
RL=153/-101
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based on trusses located at least 30.00 ft.
from roof edge.
14-0-14 Over 2 Supports
4X6
----1 4.5
4-6-14
R=628 U=153
H=H1
3-10 12
-4-0
Design Cr i t : FBC2014Res/TPI -2007 (STD)��,Q� H• �'"'�•
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 y.• 'D '�ly TY:2 FL/-/5/-/-/R/- Scale=.5"/Ft.
•'WARNING]'• READ AND FOLLOW ALL NOTES ON THIS DRAWING]
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
f
TC LL 20.0 PSF
REF R408 — — 24057
Tru.ses require o tremo taro In fabricating. M1an❑ling, snipping, Inscolling and bracing. Rotor to and
,.Tr
M1latest edition o! BCSI (Bulltling Component Safety Information, by TPI end WTCA) for safoey pro elc� prl
p �r
• 0• i 08 1
TC DL 1 5.0 PSF
DATE 1 0/1 9/1 6
o PeM,rd hI Uh.— pnt[lons. tl nsh'd ....t"rl Provitla [emend ry bracln9 per BCSI. Unless p—ly oUpr Ise
cop eM1or❑ s al I properly a tatM1etl [ Teri shearM1 an❑ bottom chord sllal I a pro a I
a =
f� V
L ..
r lgi❑ calling. Ls Clons shown !or permanent"Iacoral restraint of webs nM1all M1ava bracing Insta 111 ad P S
br..
sactians B3, B] arcBtO, as aopplicth Apply placers to each fac000f cru rand position as mown above ❑
eM1c Joint Details, unto.. n tatl otherwise. Ralar [o ❑.awing. 16OA-2 tars. ..der❑ place positions, n o
, =
• ,
: S AT O �„�
BC DL 10.0 PSF
DRW HCUSR408 16293879
Alpina. a ❑ivi.lan of I7W Bulltling Campanant. GfOPP Ina. shall n [ ba rosponsibla rnr any davlatlan froQ�
❑rowing, any failures to bulId CM1a truss In con to rmanco wi[M1 ANSI/TPI 1, or for h..dling, snipping.
• w
saw ^/ • Q
BC LL 0.0 PSF
HC- ENG SCN/WHK
SEQN-
AN IrW COMPANY
Installatlon & bracing e! tresses..
red.•.,(, 1•, .•G�t:
TOT. L.D. 45.0 PSF
A earl on this drawing or cover Il:tl"g "I. drawing. Indicates
�•
S
813667
2400 Lake Orange Dr., Suite Ii0
pepb acceptance of professional engineering•etc
osponslblllty solely Tor The do.I'n spawn. Ths nultebllMy and ... of this drawing for any structure In h
a.ponsl bl l icy err the Bullding Doswgner par ANSI/TPI , Sac.2.
. �I ll (`N
���NA•• P��
A9yMdllrfi11I
DUR . FAC . 1.25
FROM RC
Orlando,FLCOO 32837
FL COA HD 278
Far mares Information s tpI Job's general n a pogo antl ine.; web .Ito.:
ALPINE: www.olpinoitw.com; TPI: www.cpinst.org; WTCA: www.sbcln❑uscry.com: ICC: ww.IccsaTo.org
W�pO
SPAC I NG 24 . 0 "
J REF - 1 W2408 Z1 5
' a • 0 10/20/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
k IJuJI-oroaoCK Kesloence -- Loc I uiamona Janus Jensen ueacn, rL - bZ
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
(J) Hanger Support Required, by others
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
1 2-0-0 1
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Right end vertical not exposed to wind pressure.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
MWFRS loads based on trusses located at least 30.00 ft.
from roof edge.
4X6(R) 111 4X6(R) III
9-0-0-o-o
I I 4-0-14 I
14-0-14 Over 2 Supports
R=820 U=263 W=8" R=628 U=169
RL=146/-94 H=H1
�,�(teNnalnuurnrpArrrhy`f
Design Crit: FBC2014Res/TPI-2007(STD) �,`�i� H•
PLT TYP. Wave FT/RT=20%(0%)/10(0) 15,,E x '�J TY:1 FL/-/5/-/-/R/- Scale=.5"/Ft.
"WARNING]'• READ AND FOLLOW ALL NOTES ON THIS DRAWING] zs i TC ILL 20.0 PSF "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R408 - - 24058
Trusses require a Creme care in fabricating, handling, shipping, installing antl bracing. Refer to Toll DATE 1 0/1 9/1 6
the le[ost cd lion or BCSI (Building Compon t Safety In£grmailan. by TPI end 'MCA) for safety prae[Ie prl a 0. 708 i TC DL 15.0 PSF
V o perfa rminglt„eaV func[i ons. tlnstallarrucc ralpsoeitle [emPn ra rY bracing Par BCSI. Unless notetl oCh$$YcccrwJis.c _
cop chartl shall h c properly a taeh.d s[ u „ thing a d bott m [hard shall have a properly a $•� BC DL 1 0 . 0 PSF
rigid calling. Locations shown for porm....1 laterelares reins o{ webs steal l have bracing Installed p ECS, 8 DRW HCUSR408 16293824
�^ sections B3, B] - 8 as o plicablc. Apply plates dr.—g.i16OA-Z tru [antl position as shown above tl a •. S AT '
IILI~I the Joint Details, anlass n tad at„a rwise. Refer to logs 160A-Z fors andard plate positions. • '' BC LL 0.0 PSF HC - ENG SCN/WHK
Alpine, a division of ITW Building Components Croup Inc. sh t be responsible far any d—Hon fro • -
drawing, any failure to build the truss In conformaneo with ANSI/TPI 1, ar for handling, shipping. • P- •- (� CC
AN ITW COMPANY Installation & bracing of �c�.•.< �„ 'G`a TOT. L.D. 45.0 PSF SEQN- 813665
A .e.l on this do g or covor p.go listing th I• dr—I.g. Indlt.t.. actspt.nt. of prof... lon.l glnwrinp ..u..
rospons ibllley sal. ly for the dos IOn sham. Tho sulta1111ty end use of this tlre.ing far any ser uro Is "D Al-,ss�oii•t DUR . FAC . 1 . 25 FROM RC
asp... iblllty of Cho Bulltling Ooslgnar per ARSI/TPI 1 Sec.2. 'U
2400 Lake Orange Dr., Suite 150 -rr+roWNHiNiWlaiF`
Orlando, FL 32837 Far mare informs=Ian - this Jabs a ... r.l n a pogo and mesa web aIt,,: TPI: tpSPACING 24. 0 " J REF - 1 W2408 Z1 5 FL COA k0278 ALPINE: www. a 1pinoi tw. com; ins r9; WTCA: www. sbcl dJry.c ICC: www.iccsa ie.org
' t j 10/20/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - G3 )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
(J) Hanger Support Required, by others
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
MWFRS loads based on trusses located at least 30.00 ft.
from roof edge.
12-0-0 - 1
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Right end vertical not exposed to wind pressure.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[151 W2X4 1.50 R 1.25
4X6(R) 1/1
4X8
4.5
=
- --3]
7-0-0 I 5-0-0
I
2-0-14
14-0-14 Over 2 Supports
R=820 U=295 W=8"
R=628 U=234
PLT TYP. Wave
RL=119/-66
INN/lll�//W/WL
Design Cr i t : FBC2014Re s/TPI -2007 (STD) M;• leg
FT/RT=20/D(O%)/10(0) 15. Imo' '1•:' ,� •, QTY:1
H=H1
FL/-/5/-/-/R/-
Scale=.5"/Ft.
V
LF mot•,
IIIIF
AN ITW COMPANY
••WARNINGI'• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses rec
quire o t eme are in fabrieaeing. hinsta andling, shipping, lling and bracing. Refer to antl�ell
latest edition o£rBCSI(Builtling Component Safety Information, by TPI antl WTCA) £or safety practice= pri
o Per£erm in9 tM1ese iuncti ons. tlnstallerruchall provitla CemPora ry bracing per BC51. onl ass noted ocha e�
tap chortl shall M1ave properly a Cached sc cural shcaCM1ing antl bottom eh 1 shall haw a properly a
r lgitl c ding. Locations shown for pc rmanent lateral restraint g£ webs shall have bracing installetl pe BCS
thtCions B3. B] or 810, as aupplicablo. Apply places to each £aceao£ tru [antl Ppsit Ian as shown above -
a Joint Details, anless n led otherwise. Refer to tlrawings 160A-Z farss aneare plate pa=Itlpns.
A 1pinc, a tlivi sion of ITW Building Components Grvup In<. sM1all n t be responsible for any deviation from
awing, any £allure co builtl the truss in <onfo rmancc with ANSI/TPI t. or £or handling, shlpping,
natal laden a bracing of tresses.
;
o. 708 1 -
7
i
=
: S AT
��`
L,£
j•/�) •�•`'�V C-
• a • vv
• ..,,..••• �y�
TC LL
TC DL
BC DL
BC LL
TOT. LD.
20.0 PSF
1 5.0 PSF
10.0 PSF
0.0 PSF
45.0 PSF
REF R408 - - 24059
DATE 1 0/1 9/1 6
DRW HCUSR408 16293825
HC - ENG SCN/WHK
SEQN- 813661
2400 Lake Orange Dr., Suite 150
A se•1 on thle dnrinp or cover page I letlnfl NIw drolnp, Indle•bw •eeepGne• of profr••len•I Mglnrrring
rosponslbllley solely ibr the tloslgn shorn. 7ho auleeblllty antl use of Nls drawing for any structure Is £1i
responslbl lIty of the Building Designer per ANSI/TPI T Sec.2.
�� js`(1111' Al �„� ,t+�
Y'V i�4. \
�'l�Fdl�1lMyiW�1�`�
OUR. FAC.
1 .25
FROM RC
SPACING
24 . 0 "
J REF - 1 W2408 Z 1 5
Orlando, FL 32837
FL COA 90278
Far mars in£ermatien = this Jobs general n = page and - web sites:
ALPINE: TPI: www.alpinaitw.com: www. epinst.arg: WrCA: waw.sbcindustry.com; ICC: www.1 ecsa fv. erg
I r
10202016
T P
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - G4 )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
MWFRS loads based on trusses located at least 30.00 ft.
from roof edge.
12-0-0
R=820 U=202 W=8"
RL=95/-39
5-0-0
4X6 =
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
(J) Hanger Support Required, by others
Bottom chord checked for 10.00 psf non -concurrent live load.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[11] W3X8 2.50 R 1.25
[12] W3X4 S 1.25
14-0-14 Over 2 Supports
2X4 III
9-0-14
3X4[12]
R=623 U=38
H=H1
2-2-8 2-
H.
Design Cr i t : FBC2014Res/TPI -2007 (STD) M H
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15r 4TY:1 FL/-/5/-/-/R/- Scale=.5"/Ft.
v V
AN ITWCOMPANY
**WARNINGI** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
**IMPORTANT** FEAURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses Ira a creme taro in febrieatln handlin s 1 In Instaliln antl breein Refer to '"doll
raga a g. 9• ^ PP g. g o
tM10 latest etli lion of 8C51 (Builtling Component Safety Information, by TPI and WTCA) for a£ety practicoQ pL�rgl
a performing tM1esa functions. tlns_d arru:_ prh.. temporary bracing Per SCSI. Unless noted other a�
top chortl sM1al I havo properly a taehetl st rural sheathing antl bottom chortl steal I M1ave a properly a
rigid ceiling. Locations sM1 for permanent lateral restraint of webs shall have bracing Installed pa BCS
onus 83, B7 or 810, as aopplicable. Apply places to eacM1 faceoof tru to ntl position as shown abovo 6 a
the Joint Details, unless n tetl o[hcrwise. Refer to drawings 1GOA-Z fors. andartl Plate passtions.
Al pin a division of ITW Builtling Components Group Inc. shall n t be responslbla far any tleviation frames'�
ing, any failure to bailer CM1e trans in conformanm with AN,. err far hantlling, sM1ipping,
Ins tal letlon & bracing of trusses.
p
10.708 1
q
i ,
: �� O •
; A : j!
•�. ��r
��
��•(1.~e/•......r.• r•G,
TC LL 20.0 PSF
TC DL 15.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT . LID. 45.0 PSF
REF R408-- 24060
DATE 10/19/16
DRW HCUSR408 16293899
HC- ENG SCN/WHK
SEQN— 813659
2400 Lake Orange Dr., Suite 150
A ee.I on thle dn=' or eovor p.po Il.tlnp t I. tl—M. Indlt.t...ecoptme. of prof... lon.l &bgln..rinp
rospon.lblli<y sololy Tor tno d.slgn shorn• Tho sulteblllty and use of thls tlr.ring for eby strueturo 1. eh
rospanslblllty err — Bunding Daslgnar par ABSI/Wl 1 S-1.
4!QN At �N \
AL \\\\
�'/�MeregmWN11W1
OUR. FAC. 1 .25
FROM RC
SPACING 24.0 "
J REF - 1 W2408 Z1 5
Orlando, FL 32837
FL COA H0278
For mars information s this Job's general natal page and those web =Ito=:
ALPINE: TPI: www,alpincitw.com: wow. tpinst.org; 'MCA: www.sbcintlustry.cam; cc: Iwww.Iccsafo. org
10/20/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - G5 )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
#1 hip supports 3-0-0 jacks with no webs.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[151 W3X4 2.25 R 1.25
4X8 -
4.5 F--
r_-�3X4(A1) I 2X4 III
L-EE2-0-0
I, 3-0-0 _L
I_
R=950 U=444 W=8"
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0.psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
2X4 III 3X4 - 4X8 -
6X8 = , 3X4[151 - 2X4 III
--1 4.5
3X4(A1)
L<2-0-0
13-0-0 I 3-0-0
19-0-0 Over 2 Supports
R=950 U=444 W=8"
1-5-8
+11-4-0
'\ ��� p{fg111tNq/llplg/,4
Design Cr i t: FBC2014Res/TPI -2007 (STD) gyp` ,,...e;• kp f
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15. 1� r:*� •. QTY:1 FL/-/5/-/-/R/- Scale=.3125"/Ft.
v V
AN ITW COMPANY
"WARNINGI " READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"INPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Z
Trusses creme care In £abrieatin handlin shl
require c g, g, pping. installing antl braeing. Re£cr to andColl
otlition of SCSI (Building Compon nt Safety Information. by TPI antl WrCA) Tor safety Practicep�prl
o Pe rcorming Chesea£unetlons. t Install aanentall poh—th temporary bracing pernBCSI. Unless notetl oth
Cup d — shall M1avu Properly a taehetl ,A torsi sheatM1ing antl bottom chortl s II have a Properly a
r _i ailing. Loc 11 10 shown for perm lateral rescChlne of webs shal l have braeing Instal letl pe BCS
sections B3, B] Sr Inl as aupod thlo' Apply plates co og £ac^oof for stand position as shown above '
the Joint Detail unless n tea otherwise. Re£cr to tlrawings 160A-Z antlartl plate pasl[ions.
Alpine, tllvlslon of ITW Bulltling Components Group Inc. —11 t bo responsible £or any tluvlatlon irem�
E raw ing, any £allure to —Id — truss In conformance wl th ANSI/TPI 1, or for handling, shipping.•••
Instal iaclon 8 bracing of tresses
O 708 1
i
g
t 5 AT O ,DRW
!A� •�� �/� '
�r
•� ..... . ••'•�y�
TC LL 20.0 PSF
TC DL 15.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT. LID. 45.0 PSF
REF R408 — — 24061
DATE 1 0/1 9/1 6
HCUSR408 16293598
HC - ENG SCN/WHK
SEQN— 813790
2400 Lake Orange Dr., Suite 150
A seal on this d— III or cover peg* Ilotlng [Ills dr—Ing, Indleetes eemptsnee or prof—slenot engln»rinp
rospon.lhlllty solely Tor [ho tloslgn shorn. Tho sultebll lty antl use or this d—I.I; ror any structure Is th
respo-1,11lty or the Bulltling Deslgnor per ANSI/TPI 1 Sec.2.
f-A
, sSNA4E� �P`
�! iN\1
7( LM/II7N1ptp
DUR. FAO. 1 .25
FROM RC
Orlando,FL 32837
FL
FL COA k0278
For more informntian s this Job's Doll— notes page and theses web it —
ALPINE: vmw.al pineltw.com: www. tPinst.org; WrCA: ICC: www.sbclntlustry.cam; www.ieesa£e.org
SPACING 24. 0 "
J REF - 1 W2408 Z1 5
101TO 2016
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - G6 2-PLY ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x6 SP #2
Webs 2x4 SP #3
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 72 plf at 0.00 to 72 plf at 6.67
TC- From 72 plf at 6.67 to 72 plf at 12.33
TC- From 72 plf,at 12.33 to 72 plf at 19.00
BC- From 20 plf at 0.00 to 20 plf at 19.00
BC- 1592.67 lb Conc. Load at 1.40, 3.40, 5.40, 6.60
7.60,15.60,17.60
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
6X8 - 3X8 -
2 COMPLETE TRUSSES REQUIRED
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 2 Rows @ 5.00" o.c. (Each Row)
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
160 mph wind, 24.64 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT 11, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[ 51 W3X6 S 4.00
[ 61 W3X6 3.25 L 1.25
[101 W6X6 3.25 R 3.00
[111 W4X6 2.25 L 3.75
[201 W3X4 S 1.25
[221 W3X4 2.25 R 1.25
[231 W3X6 S 3.25
4X6 -
3X6(A1) - 4X6(R)[111 III 3X4 - 2X4(A1) -
3X4[201 - 3X6[231 III
1= 7-10-0 CIE 7X8 = 6-0-0 >1, 5-2-0 _I
I, 6-8-0 _I_ 5-8-0 _I_ 6-8-0 I
R=2476 U=1307 W=8"
19-0-0 Over 3 Supports -
R=1474 PLF U=770 PLF W=6-0-0
R=1590 U=776 W=8"
Design Crit: FBC2014Res/TPI-2007(STD) r+���M H. key'
PLT TYP. Wave FT/RT=20%(0%)/1O(0) 15A-M.- �•111,61 . in11TY:1 FL/-/5/-/-/R/- Scale=.375"/Ft.
**WARNINGI- READ AND FOLLOW ALL NOTES ON THIS DRAWING[ yi
--IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
O
�
TC LL 20.0 PSF
REF R408 - - 24062
Trusses requires c creme care in fabricating. h-dling, shipping, insealllng antl bracing. III- to andWfo 1:
M1e odition of BGSI (Bui Ioln9 Component Safety InfarmaCl on, by TPI antl WTCA) £or safoty pra¢titd} pri
O 0 708 1
=
TC DL 15 . 0 PSF
DATE 1 0/1 9/1 6
o Per£ori in9l1thosoh- functions. tlnostall¢rsu t- Provitl¢ i¢m- ry bracing Per SCSI. 9nlessnnotetl och wlso
top chortl sha I M1ave properly a tac„ed sir total s„eatM1in9 antl bottom chortl shall „ova a properly a t
•
€
V
,'oil c¢i ing. Locations s„own T r pe,sopply lat¢ral restrains of webs shall have bracing i stalled pe BCS
;
BC DL 10.0 PSF
DRW HCUSR408 1 6293881
1
�^
coil in 63, B] or -1 as .too cable. Apply plates to each £ac¢ of - tantl position as shown above a
[„c Tulnt Dciails. unless n tetl ocM1c rw isn Re£cr to tlrawings 160A-Z fors= antlartl plat¢ p¢=Itle-
S. AT O
�`
• [� =
BC
IILJ�JI
Alpine. a tllvislon of ITW Builhmg Cempon¢nts Group Inc. sh.11 not a esponsible for eny tl¢vlatlon froS
tlrawing, any £ailuro to build t„o truss in conformance wit„ ANSI/TPlbl. rot for M1antlling, shipping.
�, .�• ter€
` V
��
LL 0.0 PSF
HC- ENG SCN/WHK
SEQN- 813734
AN ITW COMPANY
Instal lotion A bracing of trusses.
•e.., 'G�� +°
TOT. LD. 45.0 PSF
A Seel on tole drming or eovor peg* I leting thle arming, Indleetee eedpuner of prof.. l onel -Minting
¢spbnsl blllty solgly for tho tlosl9n s„omn. T„e sultnbility end use e£ tole erer[no fPr eny strticture Is t„
-i,onslbillty of tnu Building Designer ANSI/TPI , Sec. 2,
y\`V
QNA� V'`���
Wi,,,��HiW1
DUR FAC 1 25
-
FROM RC
2400Late Orange Dr.,Suite 150
per
. . .
SPACING 24 . 0 "
J REF - 1 VV2408_Z1 5
Orlando, FL 32837
FL COA 90278
For or, Information so. this Job's general It., pages and thee. w¢b si tee:
ALPINE: wwx.olpincitw.com; TPI: . cpinsc.org; WTCA: . bcintlustry.com; ICC: www. . itos.f.g
10/20/2016
THIS DWG PREPARED FROM COMPUTER INPUT !LOADS F, DIMENSInNSI cORiu mirn RV TDIICC LICD
t IJUJI-brodock Kesidence -- Lot l Diamond Sands Jensen Beach, FL - G7
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
#1 hip supports 5-0-0 jacks with no webs.
160 mph wind, 23.96 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
5X8 = 2X4 III 5X8
4.5
4.5
2=2-8
5X8 —
3-0-12
2X4 III 2X4 III
3X6(A1) - 3X6(A1)
L<2-0-0 �-J
IE2-0-0 3I
L 5-0-0 _I, 9-0-0 I 5-0-0
�L- 19-0-0 Over 2 Supports
R=1448 U=1056 W=8" R=1448 U=1056
W=8"
�µqulmnlrNnrnryi
Design Crit: FBC2014Res/TPI-2007(STD) H•
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15.���
�p'�w-��♦�r ,��TY:1
FL/-/5/-/-/R/-
Scale=.3125"/Ft.
"WARNINGI"' READ AND FOLLOW ALL NOTES ON THIS DRAWING] y�
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. _
1
TC LL 20.0 PSF
REF R408 - - 24063
Trusses .equlrc c trema care in Pabrlwting. M1antlling, shipping, Installing antl bracing. Ro£or t andlr�fell
o. 708 1 "
iha latest etli tie. of SCSI (Builtli ng Component safety Information, by TPI and WTCA) for safety praetiedi prl a
o performing I h functions. tlnescallersucM1all p—.th teH— ry bracin9 par .1I h.venless notetl oih h�
top nh°rtl shall have properly a taehetl set rural shca[ning antl bott m chortl snail M1 properly a M1
S
•
TC DL 15.0 PSF
DATE 1 0/1 9/1 6
//^\\\
rigin wiling. Locations -hewn f r pa......t lateral restr t If webs Shan have bracing installetl p BCs
n
€
BC DL 1 0 . 0 PSF
DRW HCUSR408 16293861
V
1
sections B3. B] or B10, as aepplicablc. Apply plates to cecM1a1ac^eof tru te^tl position PSOSsnbwn above a `•
the Taint Data n s, anless . —d otharwisa. Rafcr to drawings 160A-Z fors- nary Plata itlan s.
S rLT O , r
v T1
L^ �,�,
IIILIr-JI IIILr��'
Alpine, a tlivi-ion of ITW Bulltl ing Componants Group Inc. -h t be responsible for eny tlevlatl on front
tl.awing, any failure co build the truss in conformance wit. ANSI/TPI 1, or for b..dling, shipping. Ow
�� .r s(�/
ssy 1 V
BC LL 0.0 PSF
HC- ENG SCN/WHK
AN ITW COMPANY
I canacion & bracing IfIIa,,,,,,p
'Gr:
TOT. LD. 45.0 PSF
SEQN- 813108
Anaael on this drawing or cover pago I[.ting this drawing. Indlestos s,=pt,nco oT profs.. ionsI snglnoerinp
2400 Lake Orange Dr., Suile 150
rosponsl bllliy solely for the tlosign shown. Thu sult°bll lty Intl use of thls drawing Tor any structure Is th
rosponsl bl llty oT tna Banding Designer par ANSI/TPI 1 See.2.
/ µ{
�� � '�1 "
DUR. FAC. 1.25
FROM RC
OrIv..do FL 32837
FL COA 90278
Far more information s ehis job's general n s page and the-1 web it —
ALPINETPI:
: www.alpincitw.cem: www. tpinst,org: WTCA: ICC: ..i....
www.sbclntlustry.com; fe.org
SPACING 24 . 0 "
J REF - 1 W2408 Z1 5
1 1'
10/20/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1,5b31-broaOCK Keslaence -- LOL I uiamOna Janas Jensen beach, FL - H1
Value Set: 13B (Effective 6/1/2013)
Top chord 2x6 SP SS :T2 2x6 SP #2:
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Calculated horizontal deflection is 0.11" due to live load and 0.21"
due to dead load.
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based on trusses located at least 25.02 ft.
from roof edge.
Laterally brace BC above filler C 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point).
0-4-0
9
2X4(D8R)
(++) - This plate works for both joints covered.
160 mph wind, 25.02 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
5X6(R1) Di
3-7-0
I
0-8-8
3-0-1
3X6 (++) III 3X4 (B1)
8-8-0 7-8-0
1-9-0 0_5_ 12-0-0 1-5-0 0_9_0
16-4-0 Over 2 Supports I
R=753 U=282
RL=105/-89
H=H1
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15
"WARNINGI " READ AND FOLLOW ALL NOTES ON THIS DRAWINGI i
..IMPORTANT..
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C
Trusses regui rc c t ... arc in fabricating. handlsnipping, installing antl bracing. Refer [o ..4
a laces[ edition ofrBCS Ic(Building Component Saf.ty Information, by TPI antl WTCA) for safety praetie1
v V o P—re ing these iunccions. tlnsiallerrucM1all Pr... temporary bracing per SCSI. Unless noCed Ft,
Cap chortl sM1all L— properly a [achetl st [ural sh aching e d bo[t.m chord shall _ a properly a
rigiI c ing. Locations shown for pe Apply
la[e rat . "'hint of w bs all M1avo bracing InsCalletl p
��d eetionsl6a, B] or 810, as applicable. Apply places to each faceoCf Cru tend pass boon es snown above
CM1c Joln[ Details, unless n d otherwise. Refer to drawings 160A-Z f.rss Gard place positions.
Alpine. a tlivision of ITW Building Components Group Inc. shall n .sponsibl. f r any tleviaCion from
awing. any failure c uila t russ In con formanca with ANSI/TPIb1, r.r for handling, snipping,
AN ITW COMPANY i scat leti.n A bracing .r [russ.s.t
Anpoal on thls drawing or covor page Ilatlnp Nla drawln0. inale.to..ceopt.no, of profes.len.l an[Inaorl
osponsl... ty sololy for th. aslgn shown. Tho su. tabillty and use of cols drawing for any strut ur. Is
2400 Lake Orange Dr., Suite 150 rasp... blllcy of the Bulldl.g Doslgnor par ANSI/TPI 1 S-2.
Orlando, FL 32R37 For nformn tb �s job's gen al s p.g. and Chas. web sitar:
FL COAW27R ALPINE: www...Pincilcw.c.m t TPI s www. [pi.—o'g; XCA: www. b nd1.try. .; lee: www.iccsa f..org
t 1
R=750 U=282
H=H2
H; k
TY:1 FL/-/5/-/-/R/-
TC LL 20.0 PSF
08 1 •• s TIC DL 15.0 PSF
O BC DL 10.0 PSF
air w�� BC LL 0.0 PSF
..... G�� TOT. LD. 45.0 PSF
A DUR.FAC. 1.25
003101
SPACING 24.0"
Scale=.5"/Ft.
REF R408-- 24064
DATE 10/20/16
DRW HCUSR408 16294046
HC-ENG SCN/WHK
SEQN- 815179
FROM RC
JREF- 1VV2408_Z15
(13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - H2)
Value Set: 13B (Effective 6/1/2013)
Top chord 2x6 SP SS :T2 2x4 SP #2 Dense:
:T3 2x6 SP #2:
Bot chord 2x4 SP #2 Dense :B2 2x4 SP #1 Dense:
Webs 2x4 SP #3
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 72 plf at 0.00 to 72 plf at 7.00
TC- From 1 plf at 7.00 to 1 plf at 10.33
TC- From 72 plf at 10.33 to 72 plf at 16.33
BC- From 20 plf at 0.00 to 20 plf at 2.17
BC- From 20 plf at 2.17 to 20 plf at 7.04
BC- From 0 plf at 7.04 to 0 plf at 10.29
BC- From 20 plf at 10.29 to 20 plf at 14.17
BC- From 20 plf at 14.17 to 20 plf at 16.33
PLT- 64.48 lb Conc. Load at ( 7.04,25.98)
PLT- 21.01 lb Conc. Load at ( 8.67,25.98)
PLT- 137.79 lb Conc. Load at (10.29,25.98)
BC--193.10 lb Conc. Load at 7.04
BC--311.10 lb Conc. Load at 8.67
BC--307.10 lb Conc. Load at 10.29
PLB- -18.90 lb Conc. Load at ( 7.04,23.60), (8.67,23.60),
(10.29,23.60)
Laterally brace BC above filler cd 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point). _
0-4-0
T
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(++) - This plate works for both joints covered.
160 mph wind, 24.71 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
(J) Hanger Support Required, by others
J Hanger Support Required, by others
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[111 W2X4 S 2.25
[121 W3X6 S 1.75
6X6 = 4X6(R) N
2X4(D8R)
3X6 (++) III
3X4(B1)
7-0-0 3-4-0 6-0-0
1-9-0 0_5_ 12-0-0 1-5-0 0-9-0
i< 16-4-0 Over 2 Supports I
R=589 U=793
H=H1
R=587 U=748
H=H2
PLT' TYP. Wave
Design Cr i t : FBC2014Res/TPI -2007 (STD)
FT/RT=20%(O%B)/10(0) 15
1 QTY:1
FL/-/5/-/-/R/-
Scale=.5"/Ft.
"•WARNINGI" READ AND FOLLOW ALL NOON 7H15 DRAWGI
"IMPORTANT'" FDRNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �}
'•.
TC LL
20.0 PSF
REF R408-- 24065
^
Trusses ....ire c creme taro in fabricating. M1andlin9, shipping, Installing antl bracing. Rofcr to a foil • p
iM1c latest edition of BCSI (Building Componone Safety Information, by TPI and WTCA) for safoty praeti$s pr 0 70Q
o Performing [cap ry bra�in9 Per BC61. Unless natod otF Is
TC DL
15.0 PSF
DATE 1 0/20/1 6
V I
T. Lap l HIE E
III
AN IT-W COMPANY
2400 Lake Omnge Dr., Suite 150
Orlando FL 32837
FL COA k0278
1 h pr.p.rly [leccallorructa11 rates cite
cap chord shell have properly a t het se u h othing antl bottom cM1ord shall have a properly j� tl
rigid telling. Locations she n for pormano.. I rat restr i t of web shall hay. bracing installed r�C�
ections B3, B] - B10-1 Ssnaoppli cable. Apply places to each face of <russ...d post it,shown . .. a tl
-1-
[he .loins Retails antes teJ ache rwise. Refer to tlrawings 160A-2 for s antlartl plate paaltlens.
Alpine, a division of ITW Building Components Group Inc. shall not bo respansibl. Tor any tlevia .. f jJno
tl rowing. any failure [o build tho truss In eanfor.... with ANSI/TPI 1, or for handling, shipping,
instal lotion & bracing of crass.=.
dnring, Intllbae..blmpt.neo of gf.r .lone .nLln..rl
A eea Ib [Ill. lulu lnp or p.go I leClnp Th.
osponslbility sololy Tor ZrCho design shown. 7bo sultabllley end use oT thls dre.ing Tor any serve uro Is
espansiblllty of the Dullding Designer par ANSI/TPI 1 Sea. 2.
For mar. information s this Job's g... r 1 s page and theso web sites:
i tp1 TPI:
ALPINE: www.alpin.itw.com; www.n org: W CA: vnvw. sbclndustry.com: ICC: www.ccsafo.org
�_
-
s �T O '
'}� (Z
�V
•. ( rr .�
�'•n• ••-`�
v.a• GLty
ri N h ``_dp
yKtD„tom"`'"'
BC DL
BC LL
TOT. LD.
10.0 PSF
0.0 PSF
45.0 PSF
DRW HCUSR408 16294047
HC- ENG SCN/WHK
SEQN- 815177
DUR. FAC. 1.25
FROM RC
SPACING 24.0"
JREF- 1 W2408 Z15
t ' 10/20/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
13831-Brodock Residence -- Lot -I Ulamond Janos Jensen Beach, FL - J1 )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
4X8 -
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TIC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
(J) Hanger Support Required, by others
(J) Hanger Support Required, by others
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based on trusses located at least 30.00 ft.
from roof edge.
1 4.5
2X4 (A1) = 2X4 III 3X8 - 3X6 III
5-0-0 _1_ 5-8-0
12-6-14 Over 2 Supports
1-10-14
2-2-8
R=584 U=212 R=573 U=228
RL=66/-27 H=H2
H=H 1 �glaurtlHgr°rrrr.J
Design Cr i t : FBC2014Res/TPI -2007 (STD)""
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 1 l• �, °''4 QTY:1 FL/-/5/-/-/R/- Scale =.5"/Ft.
••WARNINGI SH READ AND FOLLOW ALL NOTES ON THIS DRAWING[
..IMPORTANT..FGRNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
•+
TIC LL 20.0 PSF
REF R408 — — 24066
Trusses ..qulro a tremd care in fabrleating, handling, onipping, installing and bracing. Refer to aq fell
c ed lilon of BCSI cBulltling Component Safety Information. by TPI and WTCA) for safety prd,.t t
s Ps
• —
0. 708 t
TC DL 15.0 PSF
DATE 1 0/1 9/1 6
o Performing.. h. funct ly Install a rruchall p-oath C, nd ry braeing per BaVSl.avenless nocetl o
R�tl
top 'r sha c properly a to cM1ed st i rat—ld.ing and bottom chord shall M1 a properlyluld
r ccl I ing. hL...Clons s d ntfar permanenC"I a Coralr ralnt of webs shall h c braeing Instal IcS
+tnotDetails.
BC DL 10.0 PSF
DRW HCUSR408 16293872
v V
tlons 81. B7 er BIG, as appll— o. Apply plates toee,In face of Cru and post Clan as shown and
unless noted otnorwlse.Refer to drawings IGGAo_2 forstandard plats pasltlans.
ponen s p esponsi ans
p Inc. adivlslan of ITW BuIItlIn Cam Grou Inc. shall n t be r ble far ticvlatl
_—
/L
T O + '
i (�
BC LL 0.0 PSF
HC-ENG SCN/WHKAI
tlrawing. any failure t Id tne
e russ in conformance wI[h ANSI/TPI 1, or far handling, M1IPpIng.
W
�
'•;c(
SEQN— 813251
AN ITWCOMPANY
i stallat- A braeing of trp..e..
rr r''``��r,
TOT. LD. 45.0 PSF
Aneo+l on thl+ tlr+rinp or cover p•pd Iletln0 Chl+ tlr+-ing. Indle•i++ +ccoptmc+ of prof+u lon.l +npin++rl
osponslblllty ..Idly for the dos lgn shown. The sulteblllty and use of [hIs Bran ing far eny structure Is
••++n+.+'[ Gi \
DUR FAC 1.25
FROM
2400 Lake Orange Dr., Suite I50
o.ponslblllty of the Bullding Dvslgner par ANSI/TPI I Soc.2.
iss�QA, L
1'y� \\
yi ,d
. .
RC
SPACING 24. 0 "
J REF - 1 W2408 Z 1 5
Orlando,FL 32837
For mere infermatlen s tbls Jabs general n s page and these wno .Ite.:
ipinse.org: WTCA:
ALPINE: 1pinel ICC: TPI:
"'� n+l '"
FL COA k0278
www. a cw.com: www. ..sbelndusery.eom: www.leesafc.org
4 0
10/20/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SIIRMITTFn RV TRIICS MFD
1J8J-I-(3rodock Kesldence -- Lot l Diamond Sands Jensen Beach, FL - J2
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 4.50 ft from roof edge, RISK CAT II,, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
5X6
Special loads
-- --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 72 plf at 0.00 to 72 plf at 3.00
TC- From 36 plf at 3.00 to 36 plf at 12.57
BC- From 20 plf at 0.00 to 20 plf at 3.03
BC- From 10 plf at 3.03 to 10 plf at 12.57
TC- 109.34 lb Conc. Load at 3.03
TC- 56.73 lb Conc. Load at 5.06, 7.06, 9.06
TC- 72.10 lb Conc. Load at 11.06
BC- 74.40 lb Conc. Load at 3.03
BC- 42.71 lb Conc. Load at 5.06, 7.06, 9.06,11.06
(J) Hanger Support Required, by others
(J) Hanger Support Required, by others
Bottom chord checked for 10.00 psf non -concurrent live load.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[101 W4X8 S 1.25
[121 W4X6 S 1.75
[131 W2X4 S 2.75
2X4 III 4X6(R) [121 III
3X4(A1) 2X4 III 4X8[101 - 2X4[131 III
L 3-0-0 _�_ 9=6-14
- 12-6-14 Over 2 Supports
R=702 U=390 R=612 U=383
H=H1 H=H2
Design Cr•i t : FBC2014Res/TPI -2007 (STD) H. ""�•,,
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 1 . M•.�3� ''4 QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft.
•'WARNING]•' READ AND FOLLOW ALL NOTES ON THIS DRAWING)
•'IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. .`'�� ••• TC LL 20.0 PSF REF R408 - - 24067
Trusses regu l re a tromo care In fabrlca[Ing, M1antlling, shlpping, Installing and braeing. Rorer to a toll
M1e latest edl tlon of BCSI (Bulltling ComPanenf Safety Information, by TPI and WTCA) for safo[y praetl o. T08 1 TC DL 1 5.0 PSF DATE 1 0/1 9/1 6
v V o performin9 these functions. tlostallersucM1all Provltle temPore ry braeing per BC51. Dnloss nofeA oS�es Is x
cap chord shall have properly a CacM1ed sir tural sheath Ing antl bottom chortl shall have a properly a d
rlgld cei ing. Locations shown f r permanent lateral restraint of webs s 1l ha�e braeing Installetl IsO' • BC DL 10.0 PSF DRW BeusRaoa lszsseas
��� sections 63, BT or B^O. sssnopPllcabl c. Apply plates to each fac^oof ror sea ntl post tlon as sM1aw^sabov tl S AT O
the Jul
nt Det ils, u Ic tad ItM1crwlso. Rofer to drawings 16OA-2 r andard Plata Pesltlg BC LL 0.0 PSF HC- ENG SCN/WHK
AI Inc. a divl slon of ITW Buildln Cum o on s Grou Inc. shall t bo r p g p n p esponslbla for any tlovlo[Ion f
tl rowing. any failure to build the truss in conformance w1 LM1 ANSI/TPI I.
or for handling, shlpping.
AN ITW COMPANY inatal Iatlen g braeing of trusses. '•.�l ,.� ` `� TOT. LID. 45.0 PSF
1 `�� r SEQN- 813807
A se•1 .b thle tlrArinp or cover p•pa I btlnR this 1-bl R. Ina ld•br IFa I,nir or prerrselonAl •np ln••rl fi ••A •,u•••
rosponslblllty solely Tor No doslgn ahovm. Tno su lteblllty antl use oT Uls tlrering for eery strutturo Is 'c •• ��\jU
ponslbillty of the Bullding Designer per ANSI/TPI 1 Soe.2. 'I ss��NAL �` a DUR . FAC . 1.25 FROM RC
2400 Lake Orange Dr., Suite I50... �`
Orlando,FL 32837 For mare Infermatlon s -is Job's general notes pogo and these web sites: ARMWIWIR'� ICC: TPI:
FL COA NO 278 ALPINE:SPACING 24 . 0 " J REF - 1 W2408 Z1 5
m. - pinol tw. com: www. tpinst.org: WTCA: www.sbelndustry.com; www.1 ccsa io.org
10/20/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - K1 )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense:
Bot chord 2x6 SP #2 :62 2x4 SP #2 Dense:
Webs 2x4 SP #3
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point).
* PROVIDE VERTICAL SUPPORT AT END OF MEMBER.
�L
0-8-3
4X6
3X4(B1)
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TIC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
(J) Hanger Support Required, by others
(J) Hanger Support Required, by others
MWFRS loads based on trusses located at least 30.00 ft.
from roof edge.
2X4(A1)
5-9-14 6-9-0
0-4- 9-2-0 -10-11 1-3-5
� 0-10-11
�— 12-6-14 Over 2 Supports
R=578 U=151 R=579 U=157
RL=79/-91 H=H2
H=H1 '0WImlH ITM,
Design Crit: FBC2014Res/TPI-2007(STD) H.
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 •!
••WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI • �,
••INPORiANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require a creme care In fabricating. handling, shipping, Inscalling and bracing. Rofor to foil //�t `�
^ CM1a la[ese cdi clan of BCSI (Building Component Safoey Informatlon, by TPI end WTCA) far safety proetid s pri r 0. ( O
v V o performing . n functions, tlnscallersvchall provide lg teary breelh, per BCSI. Unless Paced o 2 Ise
cop chortl shall M1 a properly a Cached str t rat sheathing a— bottom chortl sh.. have a properly
rl ti ceiling. M1.1 DID.
1 shown for .. Apply pltorol rescra lnt of fobs shall M1ave bracing Installed .S
��� ecclons B3B] Sr B10. as^ ppliccbly. Apply places [a cacM1 fat^ of era end position es shown above e S AT
the .Joint Oecail amass cetl o herwise. Rorer eo dr,fings 160A-Z forsstandard pla[a posltlens.
A 1pinv. a division or ITW Bulltling Components Group Inc, shall t bo raspo..lbla for eny deviation 11 .. A
awing. anyfallura to build the [russ in eanformnneo with ANSI/TPI 1, or for hantlling, shipping. AN ITW COMPANY Instal lati on & bracing of crussos. • �`
A .d.l on thl. drill, g or toes p.ge 11-Ing thl. dr.Wing. Indle.tirs a pt,nee of pref...Ion.l engi—ir ng �s �......•
rasp nslblllty IT"IBuilding deesge steep' The ultahl I IIt2 and use of enln drefing for any serueeurb In tM1 �i4 ON
h
2400 Lake Orange Dr., Suite 150 J�J Y N i�
Orlando, FL 32837 Form o Information s this Jabs 9.....I n s pogo end those feb slt,s: JM�I
FL COA 90278 ALPINE: www. dipl—I ew.tom: TPI: www. epinsc.org: WTCA: ww.sbeindusery-es; lee: faw.l.... fo.arg
"4 '/.:' .QTY:1 FL/-/5/-/-/R/
` "• -
8
�,,.�����'io*`�
L,t
TIC LL
20.0
PSF
1
TC DL
15.0
PSF
BC DL
10.0
PSF
BC LL
0.0
PSF
TOT. LD.
45.0
PSF
DUR.FAC.
1.25
SPACING
24.0"
2-10-6
Scale=.5"/Ft.
REF R408-- 24068
DATE 10/19/16
DRW HCUSR408 16293880
HC-ENG SCN/WHK
SEQN- 813647
FROM RC
JREF- 1VV2408_Z15
4 10/20/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - K2 )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense:
Bot chord 2x6 SP #2 :132 2x4 SP #2 Dense:
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based on trusses located at least 30.00 ft.
from roof edge.
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point).
* PROVIDE VERTICAL SUPPORT AT END OF MEMBER.
4X6 =
3X4
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TIC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
(J) Hanger Support Required, by others
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
2X4(Al )
\"l
5-9-14 6-9-0
0-4 -10-11
9-2-0
-10-11 1-3-5
�E
12-6-14 Over 2 Supports
R=577 U=151
R=580 U=157 W=8"
RL=79/-91
H=H1
JgnumatNrrrno-
Design Crit: FBC2014Res/TPI-2007(STD)
Tom'-
a�° %i� H. s
PLT TYP. Wave
FT/RT=20%(O%)/10(0) 15
. �.! '•El /y QTY:1
FL/-/5/-/-/R/-
••WARNINGI•' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 3
•'IMPORTAN17— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Is
TIC ILL
20.0 PSF
Trusses require c tram. car, In fabricating, handling, shipping. installing entl bracing. Refer t fll
tM1c latest ea leion of SCSI (Building Compon.nt Safety Information, by TPI antl WrCA) f., safety pro I Fri
r S7 1
0. T�$
TIC DL
1 5.0 PSF
ca per min" these functions. Ins allots shall prowl tle temporary bracing per ecs1. Unless no<eOtot wise
,p aM1�neC sM1a�l M1av, Property atUchetl structural sfteaotnl�nag and b.tt.m sM1all M1... a pr,periY ac a
/1 r�
/�Ll(f�ILIJ
uM1,rtl
rigid c Il ing. Locations shown for permanent lateral re [taint of webs sh.11 have bracing installed $
s B3. B7 or B10, as applicable. Apply plates t h face of tr antl position as shown above d ,
tnetJ, in t D.tails, unless n,ted ,th,rwisa. Rafar to drawings 160o_Z f,rsstandartl plat, p,sltl,ns.
Alpine, a division of IMID uilding Compo...ts Group Inc. shall let be .so .. iblo for any tlev (a[lon fr
s
BC DL
BC LL
10.0 PSF
0.0 PSF
LI
Crewing. any failure C. buld the truss in e.nlo rmanc, with ANSI/TPI 1, or far hentlling, Shipp ing.
w •. R
I• .' C
AN ITW COMPANY
i stailatian & bracing ,f tr....
Ansoel do Ilaeing thls drawing. Indle—s
�c�••.�• 1 • •�G�l�
' •"'••'
TOT. LD.
45.0 PSF
on thls q or cover pogo a—pesneo of prof.sslonsl snglnsarina
r,sponsibl llty solely Tor Cho des lgn sh,an. The suitability end use of this drawing Tor sny structure Is eh
Gf4�yIyS1+�1V AL�
DUR. FAC.
1.25
2400 Lake Omn eDr., Suite 150
.sp•n,lbnity of ue Bullding Deslgnor per ARSI/TPI 1 Sec.2.
`�t�
r�N6MNM'w1
SPACING
24. 011
Orlando FL 32837
For m.rc inrermati., s his Job's 9... ral n s peg, and these web sit,,:
ALPINE: TPI: tpinst. MCA: ICC:
FL COA 90278
www.alpinoi[w.com: www. erg; www. sbclntlusery.c.m; www.iccsafo.org
Scale=.5"/Ft.
REF R408-- 24069
DATE 10/19/16
DRW HCUSR408 16293885
HC-ENG SCN/WHK
SEQN- 813649
FROM RC
JREF- 1VV2408_Z15
10/20/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
I, 132531-[irodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - K3
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense :T3 2x4 SP #1 Dense:
Bot chord 2x6 SP #2 :132 2x4 SP #2 Dense:
Webs 2x4 SP #3
Lumber value set i11313" uses design values approved 1/30/2013 by ALSC
(J) Hanger Support Required, by others
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
MWFRS loads based on trusses located'at least 30.00 ft.
from roof edge.
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point).
* PROVIDE VERTICAL SUPPORT AT END OF MEMBER.
�L
0-8-3
3X4
4.5 F_-
4X6
4X6(R) II/
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Calculated horizontal deflection is 0.09" due to live load and 0.17"
due to dead load.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
4.5
2X4(A1)
`J 1
2-2-8
4-0-14 3-6-0 5-0-0
0-4- -10-11
9-2-0 -10-11 1-3-5
12-6-14 Over 2 Supports
R=577 U=197 R=580 U=197 W=8"
RL=55/-67
H=H 1pum/nnBNrnn,
ff
H.
Design Crit:,FBC2014Res/TPI-2007(STD) �+' M
PLT TYP. Wave
FT/RT=20% O% /10 0 15 4
° (°) ( ) ••! '•f/ yQTY:1
FL/-/5/-/-/R/-
Scale=.5"/Ft.
**WARNING['* READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUOING,THE INSTALLERS.
r'
TC LL
20.0 PSF
REF R408-- 24070
Trusses roqulrc o treme care In fabrlcat,ng, hantl,ing, s pping. Installing antl braeing. Refer to toll
latest etlltlon of BCSI (Bulltling Component Safety Information, DY TPI antl WiCA) far sa (etY Prectlnos prl
r 0. 7O8 1 _
TC DL
15.0 PSF
DATE 1 0/1 9/1 6
o performing these functions, ilnos d ar...hall psh..thl—ide .g ddary brae, n9 Per ellBCSUnless noietl oCHSr Ise
COP chartl shall have Properly a C pe st turel shcatM1ing antl bottom c ord shell M1ava a grape .yam'•
rigid ceiling. Locations shown f r permanent lateral resiralnt of webs shall M1avo braeing ,nstalletl 'BCS
_
• _
'
BC DL
1 0 . 0 PSF
DRW HCUSR408 16293886
v V
�� NF
ryctl In B3. B] or 610, $5s^applica Dl e. Apply places to ea cM1 face of for sG ntl position as sM1awn abovntl a
[ o Jo C Oatalis udle tad otho.wise. Rater to drawings 1GOA-Z fr antlartl Plata positions. 3333'L$"LL
_
S �� O • 1
• @ £
•.
BC LL
0.0 PSF
HC- ENG SCN/WHK
Alpine, a tlivision of ITW Bulltling Components Group Inc" shall not be rasponsible for any tleviat,an frQ9
draw,ng, any fall.!. to build the truss In conformance with ANSI/TPI 1, or far M1 ddling, 'hippin g
A • (v
P-
•.
SEQN— 813651
AN ITW COMPANY
inswl lotion & bracing of trusses,
•.
•c�, •.<,.••„ 1•w G���1�
TOT. LD. 45.0 PSF
A ..•� en thl. gror.ln r aaY.
R o r pig. 1l.tlnp -1. Crr.l.g. Intl le.C... ap..... of profe..lon.l .npin..rin
espo sIblllty Iely for Cho tloslgn shorn. The suitability end use oT this dre•Ing Tor any structure Is N
S�ONAL E�t�
DUR.FAC.
1.25
2400 Lake Oran eDr., Suite 150
..Fin lblllty of the Dullaing Des,gner per ANSI/TPI 1 Sec.2.
"it"
FROM RC
SPACING
24 . 0 "
J REF - 1 W2408 Z1 5
Orlando FL 32...
FL COA W011S
For mere Information s this Job's general s page and these web site=:
ALPINE: wvw.a,pine, tw.cam: TPI:—.tpinst. org: ;CA: w sbclnd.stry.com: ICC: www.l....re.org
0 10/20/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - K4 )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 :W1, W7 2x4 SP #2 Dense:
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Wind loads and reactions based on MWFRS.
#1 hip supports 3-0-0 jacks with no webs.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point).
(++) - This plate works for both joints covered.
(**) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning requirements.
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
4X6 = 2X4 III 4X6 =
3X4 =
4.5 4.5
1-5-8
-02X4 III 3X8 = 2X4 III W7 +11-4-0
3X6 (++) III
2X4(Al) = 3X4(**) = 2X4(Al)
3X8 (++) III
2-0-0 --:�J L<— 2-0-0
3-0-0 7-6-0 3-0-0
1-3-50-10-1 9-2-0 0-10-1 1-3-5
13-6-0 Over 2 Supports
R=726 U=351 W=8" R=726 U=351 W=8"
Design Cr i t: FBC2014Res/TPI -2007 (STD) ``el i'11:. k;�o,,/�
PLT TYP. Wave FT/RT=20%D(O%D)/10(0) 15 s ft 03Y 'c TY:1 FL/-/5/-/-/R/- Scale=.375"/Ft.
Q
**WARNINGI** READ AND FOLLOW ALL NOTES ON THIS DRAWING[ 4
'-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. $
v •`
TC ILL 20.0 PSF
REF R408-- 24071
Trusses requlro o trcmo a re In £abrleating. M1antlling. — pping. Ins 111.g antl bracing. Rofar to aN .all
tM10 latest etlltlon of SCSI (Building Component Safoty InfomatI— by TPI ontl WTCA) for safety prat 1 s prl
l BC51. Unless
braelh.
o. T08 1
TC DL 15.0 PSF
DATE 1 0/1 9/1 6
o po rform n9liM1esoafunalons. tlnstallsrsuchall Provleo temporary per
P":y o2, I
Cap chores she have properly a [achetl tr [oral sheathing antl bottom chartl shall haves a praporlY'
r1g1d coiling. Loe el ons shown for permanenC lateral rostra lnt of webs shall haves breeI., Installed C
BC DL 10.0 PSF
DRW HeusRaos 1s2s3aaa
v V
sections 8D. B] er B10.sss^ ppllcth o. Apply placos to oath fac000f tru C ntl posi[lon as sM1ownsebov antl a
tM10 Joln[ Details. unla tetl otherwlso. Refer to tlrawings 160A-Z forss andare plate position
Alpina. eivlsl o. of 1 W B.Ild mg Compon s Group Inc. shall n t bo rosponslbla for any Uavla[lon T
; S �T O
s�. I�
BC LL 0.0 PSF
HC - ENG SCN/WHK
91n
awing, any Failures co build cho truss Ineeonformanea with ANSI/TPI 1, er for hantlling, shlppin g
�,
.�.•
SEQN — 813634
AN ITWCOMPANY
Inscallaclon & bracing of trusses.
11. •
TOT. LID. 45.0 PSF
11 .e.1 on thl, dr.wing or eovor p.go Il.tlny III. d—InW. Ineleat.—pt.nce of prof...Ion.lw.G`a
r.spon.Iblllty s.I.ly for Ue tlos1'. sho.n. Tho sulteblltty and use of chls are.ing for env aVutturo Is U
*
Vs/ �`
DUR FAC 1.25
2400 Lake Orunge Dr., Suite 150
rosponslblllty of the Bel lding Deslgaef par ANSI/TPI 1 See.2.
fp�b ♦� y `� ",
�Q
. .
FROM RC
SPACING 24.0 "
J REF - 1 W2408 Z1 5
Orlando FL 32837
Far mars Information s this ,Job's genera s pogo and these web spas:
1pinalew.eom; www. tpinst.org; WTCA:
ALPINE: TPI: ICC: I
FL COA 90278
www.a . sbelndustry.eom; www. eesofo.org
b f 0 10/20/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMFNSInNS1 cIIRMITTFn RV TRIICC MPD
( 1St33"1-l5rodock Kesldence -- Lot l Diamond Sands Jensen Beach, FL - FL1 )
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #1 Dense :B2 4x2 SP #2 Dense:
Webs 4x2 SP #3 :W2, W13 4x2 SP #2 Dense:
Lumber value set "136" uses design values approved 1/30/2013 by ALSC^
Truss must be installed as shown with top chord up.
0-3-0
7-
30" Typ.
6X8 = 3X4
10-4-4
2X4 III
4X6 - W=3X4
+ 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
bridging recommendations.
Max JT VERT DEFL: LL: 0.30" DL: 0.33". See detail DEFLCAMB1014 for
camber recommendations.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
16"
3X4 - 2X4 III 4X6
-1-8
3X4 = 6X8 - 0-3-0
������
III%\11111111
101
01�
6WMMM
14q, him
2X4 III 5X12 = 5X8 = W=3X6 = 5X6
3X4 - 3X6 III
1 2-7-8 _1_ 4-1-8 _1_ 12-6-12
3-8-5 �T= 5-7-7 6-6-1
fE 19-10-0 Over 2 Supports
R=1285 W=3.125"
3X4 - 2X4 III
5X12
-5-15
R=1285 W=3.125"
0-3-12
1-8 12
Design Cr i t : FBC2014Res/TPI -2007 (STD)
�.r
PLT TYP. Wave FT/RT=12%e(O%)/10(0) 15 ••03Y 'y QTY:18 FL/-/5/-/-/R/- Scale=.375"/Ft.
"WARN INGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. p
: •- � `
TC LL 40.0 PSF
REF R408 - - 24072
Trusses reauiro a [ ama taro in Tabricat,ng, hantlling, sM1 .tin., Installing antl braeing. Refer to an> 'fall
[M1c IatesC edition ofrBC51 (Bullaing Componene Safo[y Information, by TPI antl WiCA) far sa£oty practi s pri
r o. 708 1 -
TC DL 20.0 PSF
DATE 1 0/1 9/1 6
v
Provith [emPorary bracing por BC51. Bnless noictl
o Per form i ng11heseaLunoctlanyW tl.Ch_ et tut-
top chord sM1a have properly a iacM1etl ser [oral shoa[M1ing antl bottom c ortl sM1all bava a properly a
rigid ceiling. L.. 1 ns ho n far porm t lateral restraint of webs snare nave bracing lnscanatl die
BC DL 5.0 PSF
DRW HCUSR408 16293842
V
/�/1/JJI
IIJI \\\f
B3. BT or B10. assapP11-11. Apply plates co each Tece of tru antl post c,on as shown abov d o
laict�uint Dctal ls. unless naiad atharwise. Refer to drawings 16OA-Z forsstantlard plate Pa=Itlan=.
tAl
$ AT O '
BC LL 0.0 PSF
Ll
e
pin a tlivisi on of ITW building Componc s Group In shall n t ba esponslbl¢ Tor any Ceviation do
ror
D'
s [.��G
_V
HC - ENG SCN/WHK
AN ITW COMPANY
Tailuro t . I I d the truss in conformance with ANSI/TPI t, Tor hantlling, shippl ng,
insce�9etaon & bracing o trusses.
••�/
•{ 1 .•f�J�'�fi¢
TOT. LID. 65.0 PSF
A .o.l on thl. dr .lnW or dovor p.go Il.tlnp Chas d—l.g. Indl......ceopime. of proT...lon.l .nWlnNrlI
re-*** •••......
SEQN- 813773
asponsiblllq sololy for tnd tlaslgn shown. T.. suit.bll My end use oT ihl. dra. ing for any structure I. th
dsponslbl llty or the Bullding Designer ANSI/Wl 1 Sea.2.
pl ONAL
ur NA
DUR FAC 1.00
FROM RC
2400 Lake Orange Dr. Suite ISO
Por
t`
. .
Orlando FL 32331
FL COA NO2T8
Far mare infor..tian s tM1is Jabs general n s pogo and the.. wan .Ito.:
ALPINE: www. alpine, tw, tom; TPI: www.tpinst.org: WTCA: www. sb—dustry.eom; [CC: www.ieesaid.org
"`a""1t"'IT
SPACING 24 . 0 "
J REF - 1 W2408 Z1 5
k lr • 10/20/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
I00J1-DrUUQIUK
KU�IUBrIGC -- LUL I UIUMUnO JanU5 Jensen Deacn, rL - rL.c
Value Set:
13B (Effective
6/1/2013)
+ 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
bridging recommendations.
Top chord
4x2 SP
#2 Dense
Bot chord
4x2 SP
#2 Dense
Deflection meets L/360 live and L/240 total load. Creep increase
Webs
4x2 SP
#3
factor for dead load is 1.50.
Lumber value
set
_"13B" uses design values approved 1/30/2013 by ALSC
Truss must be installed as shown with top chord up.
0-3-0
I
5-7-8 -� 16" � 5-2-4
30" Typ.
5X6 =_ 3X4 - 3X4 - 3X4 - 3X4 - 5X6 =_ 0-3-0
11
+0-3 12
1-8 12
1 X3 III 4X8 - 1 X3 III 1 X3 III 4X8 = 1 X3 III
1—
2-7-8 I 6-4-12 I
2-7-8
EE
12-2-0 Over 2 Supports
R=787 W=3.125"
R=787 W=3.125"
PLT TYP. Wave
�gtalnnluunn£gr
Design Cr i t : FBC2014Res/TPI -2007 (STD)
FT/RT=12%(0%)/10(0) 15 1 1.• 4•., 3� ''% QTY:3 FL/-/5/-/-/R/-
Scale=.5"/Ft.
'*WARNINGI"' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
•'IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TIC LL
40.0 PSF
REF R408-- 24073
•
^
V V
1
�^ ��
IIILIrJI
AN ITW COMPANY
2400 Lake Orange Dr., Suite 150
Orlando FL 32837
FL COA H0278
Trusses requl.. a cremes Dora In fabricating. handling. shipping. Installing and bracing. Rofar t arail
cho IeCost oditlon of BCSI (Building Component Safety Informailon, Dy TPI end WrCA) for sa racy pracel✓Zs pr
o pe„iormin9 1 h.. funcelons. etoseallcanenea to erh..th .g ..dab. b1aein9 per BC51. Unless noted oc>� Is
cop c or0 sM1all have properly a ca p. se cural othing and bottom ehh,I shall M1avo a properly a d
rigid cal I Ing. Locnclons sM1awn r perm c of restraint IT rebs steal I have bracing Installed ,�C'
sections B3, B] or B10, os a plicabl e. Apply plotas to dacM1 faeao f t stand posl[lon as t,:ns'bov d
the .hint Detal I.. anlass n tad atM1e.v ise. Rafar ca drawings 160A-2 forss andard Plata position
Alpine, a tllvlsion of ITW Building Components Greup Inc, shall n e Do respond Dle for any deviaelonne
drawing. any fnlluro co build cha truss in tonfo r......Ich ANSI/TPI 1. or for handling. shipp
instal laden b bradng If tra=sa=.
A .s.1 on thl. drawlnp or cover p.Wo 11•ting NI. drawing, Indicate...—pt.nt. of prof...lon.l—gin..rl
aspon.Iblllev solely for Log tloslOn sno.n. Tnv sulevblllcy end use of cols Gracing Tor any sCructurb Is
vspensibliley of No Dullding Ooslgner par ANSI/Tpl 1 Sod.2.
Far more Inror..tion s M1is Job's general s pogo and eM1ese web sites:
ALPINE:—a.dlpinel ca.cem: TPI: w tpin,t..rg; MCA: www. I,duscry.co.; ICC: emw. Iccsafe.erg
• 0 708 ,I
• _
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• ..n a.t•' • Cr`
`""��n+rp""
TIC DL
BC DL
BC LL
TOT. LD.
20.0 PSF
5.0 PSF
0-0 PSF
65.0 PSF
DATE' 1 0/1 9/1 6
DRW HCUSR408 16293828
HC - ENG SCN/WHK
SEQN- 813748
DUR . FAC . 1 .00
FROM RC
SPACING 24 . 0 "
J REF - 1 W2408 Z 1 5
t . 10/20/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
( 132S31-t$rodocK Kesldence -- Lot "1 Ulamond bands Jensen beach, FL — FL-3
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1 Dense :T2, T4 4x2 SP #2 Dense:
Bot chord 4x2 SP #1 Dense
Webs 4x2 SP #3 :W2, W13 4x2 SP #2 Dense:
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Truss must be installed as shown with top chord up.
0-3-0
10-9-0
30" Typ.
+ 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
bridging recommendations.
Max JT VERT DEFL: LL: 0.34" DL: 0.38". See detail DEFLCAMB1014 for
camber recommendations.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
19.25"
3X4 -
3X4
4X6 = 2X4 III W=3X4 - 2X4 III 4X6
1-8
3X4
•I
Ii—i�'��
�I�WrAAft-%-I�
2X4 III 5X12 = 3X4 = 5X8 = 3X6 III 5X6
W=3X4
2-7-8 _I_ 7-1-8
4-9-7 'T1_2_5 f 10-0-10
Ez 20-6-0 Over 2 Supports —
R=1329 W=3.125"
3X4 = 5X12 = 2X4 III
10-2-12
3-11-6
0-3-0
0-3-12
1-8 12
R=1329 W=3.125"
Design Cr i t: FBC2014Res/TPI -2007 (STD) y>o%0 M H•
PLT TYP. Wave FT/RT=12%(O%)/10(0) 15 1 M. '' ,QTY:3 FL/-/5/-/-/R/- Scale=.375"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISX THIS DRAWING TO ALL COMPACTORS INCLUDING THE INSTALLERS. _'%
.•
� `• :
TC LL 40 . 0 PSF
REF R408 — — 24074
V
AN ITWCOMPANY
2400 Lake Orange Dr., Suite 150
Ori ndo.FL 32837
FL COA 90278
Tru redlti . cramp car. in fnbri.ating. M1antlling. .M1l.Ping. Ins[alling ape )rating. Rafar t. , fall
aelcion of BCsi (Bui itling Compon nt Sa laty Inlormatlon. by TPI ape WTCA) for safacy Praeto rs pr
a perfo rm ing thasoa (unctions. tfos[all eanen)all Pravitlo cemPora ry brecln9 Per BC51. Unless nCtce tea Is
Cop chore shall M1a . prop.rly n [acM1etl st [ ral snaaching nntl bottom eh.rtl sM1all have a prop.rly y� tl
rigid calling. Lac tuns spawn r perm talat — rastralnt or w.bs snail have bracing Ins allay *d
orV810, es aoppllcable. Apply places to aach I...offor end position as shown ebo .ntl •
c Joint Occalls. unless n toe otM1crwise. R.far to drawings 160A-2 loran aneare plate position=
AI Ina. n Olvlsi.n or ITW Balidin Com
p g panents Group Inc. sM1.11 n t b. resp.nsibla for any deviation f!'�
drawing, any rallura to balid Che trans in ...forma... .Itn ANSI/TPI 1. or !or ha.tlling, shipping,
ins[atLeion & br.eing of tr.sse=.
A soal on this drawing or ....r pogo listing "Is drawing. Indicates accapcen— of professional •npinssrl
sponsiblI solely for the dasign Mown. Tho sUltebility and us, .f this drawing for any structur) Is
osponslblllty or Uo Ban dibg Ocsigner par ANsI/TPI 1 say.2.
For .... Information s I. this J.n's g.n.r.l s p.ga and th.s. w.b sit.=:
ALPINE: www. a 1pin.l tw. — TPI: . tp1n-..rg; WTCA: www. sbclndustry.c.m; ICC: ..I .... r..org
• U 708 ,�
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lS'�j`1 t EN
'4,rp Q� AL V oat
TC DL 20 . 0 PSF
BC DL 5.0 PSF
BC LL 0.0 PSF
TOT. LID. 65 . 0 PSF
DATE 1 0/1 9/1 6
DRW HCUSR408 16293830
HC- ENG SCN/WHK
SEQN— 813749
DUR . FAC . 1.00
FROM RC
SPACING 24 . 0 "
J REF - 1 W2408 Z1 5
• ' 1 10/20/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
k I6Ci31-OrocOCK Keslaence -- LOL I uiamona Janas Jensen beach, FL - rL4
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1 Dense
Bot chord 4x2 SP #1 Dense :62, 64 4x2 SP #2 Dense:
Webs 4x2 SP #3 :W2, W16 4x2 SP #2 Dense:
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Calculated vertical deflection is 0.56" due to live load and 0.52" due
to dead load at X = 12-7-6.
0-3-0
30r�
7X8 = 3X4 =
12-8-12
4X8 = 2X4 III
+ 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
bridging recommendations.
Max JT VERT DEFL: LL: 0.56" DL: 0.59". See detail DEFLCAMB1014 for
camber recommendations.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
Truss must be installed as shown with top chord up
16"
W=3X6 -
3X4 - 2X4 III 3X4
10-9-0
2X4 III 4X8 - 3X4 - 7X8 -
--
NEI�
W-M- EMhE
MM
M
�]Ellhha�
C
Qi
��
2X4 III SS0919 = 6X10 - W=H0312 - 3X6 III 6X10 = 3X6 = 2X4 III
3X6 -
4X6(R) III W-H0312 -
SS0919
2-7-8 9-1-8 12-6-12
3-7-8 6-8-4 4-5-2 9-6-14
N,! < 24-10-0 Over 2 Supports
0-3-0
0-3-12
1-8 12
R=1610 W=3.125" R=1610 W=3.125"
PLT TYP. 20 Gauge HS,18 Gauge HS, Design Crit: FBC2014Res/TPI-2007(STD)
K' � Fj,
Wave
FT/RT=12%(O%)/10(0) 15
1 1. 4•,, 3� ''% QTY:10
FL/-/5/-/-/R/-
Scale=.3125"/Ft.
—WARNING I " READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TC LL
40.0 PSF
REF R408 24075
.'��
•
�
- -
Trussos roqul re o creme care in fvbricating, hantlling. sM1lpping. Installing and bracing. R.fvr to 4 folI
he latest cditlon of BLSI (B.ilding Component Se£ecy In£ormatlan. by TPI .,.E WTCA) for safoty practil�s Pr
o. 708 1
TC DL
20.0 PSF
DATE 1 0/1 9/1 6
^
o Perrormin9 these funcp—y Instalierrucha iH Provitlo ng ndary bracing par BCSI•even less p—ly BtIDv Is _
cop cM1ortl sM1all havo properly a Lathed st t ral sM1va[h ing entl botivm chord shaft h a properly iiC
rigld eolling. Lo .[ions s.awo £ar pvrmanvnt"1 feral rosValn[ of webs sM1all have bracing msem letl 7�C' : _
BC DL
5.0 PSF
DRW HCUSR408 16293858
v V
��
svctivns BD B] orc-1 s o pl icablo. Apply places co oa�h facovof tr steandoposition os t'.. oboe e tl
tM1c Joint Ovtolls, ..loss n lea otherwise. Rafar to tlraw(ngs 160A-Z ro�nn d .d plate Pesiilans.
Alpino, a tllvl sl on of 1T Building Compon s Group Inc. shall n t by responslblo for any eevlatlon i n
S AT O (I�
�
BC LL
0.0 PSF
HC- ENG SCN/WHK
AN ITW COMPANY
drawing, any foil..^ to build the truss Ineeonformonco wicM1 ANSI/TPI 1, or for ...Cling, shippl.g. ,.
instal
r W�r�
• • w
•.
latlon & bracing of t..==e=.
A
,.• tt�1�T
`•e `�i
TOT. LD.
65.0 PSF
SEQN- 813770
_
2400 Lake Omnge Dr., Suite 150
noel on "I, drewing or c,v,r pegs Iletlng eh is drnning. Indlesbs acceptance or profeanlohni englnesrl
rosponsibllley solely. ror tho design shown. Tho s.ltablI Ity end .so of ehls drewing ror eny structure In
^sponslblll[y or the B.lid Ing D—ig... par ANSI/TPI 1 Sac.2.
F e.,es•• l
4 ws�0 AL %.�' `a,,
DUR. FAC.
1.00
FROM RC
Orlando FL 32837
Far mare information s tMs J.b's g... — n s pogo and thaae web alias:
ALPINE: — TPI: www. tpinsi.org; WTCA: ICC: Iccsafo.arg
11,ft iNIW'tI�
SPACING
24 0 "
J REF - 1 W2408 Z 1 5
FL COA H0278
.-pi— ...: www. sbcind.stry.1— vww.
.
I r • 10/20/2016
r
13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - FL5 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Truss must be installed as shown with top chord up.
0-3-0
If
8-1-8
30" Typ.
6X6 - 3X4 - 3X4 -
+ 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
bridging recommendations.
Max JT VERT DEFL: ILL: 0.20" DL: 0.22". See detail DEFLCAMB1014 for
camber recommendations.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
K-M
4X6
1 X3 III 2X4 III- 3X4
6X6 - 0-3-0
_1
— +0-3.12
1-8 12
1X3 III 5X10 = 3X4 = 3X4(R) III 4X12 - 1X3 III
2-7-8
R=1025 W=3.125"
10-0-12
15-10-0 Over 2 Supports
2-7-8
R=1025 W=3.125"
Design Cr i t : FBC2014Res/TPI -2007 (STD) H•
PLT TYP. Wave FT/RT=12%(O%)/10(0) 15 y.• "il'Q/TY:11 FL/-/5/-/-/R/- Scale=.5"/Ft.
V
�� �,�,
IIII rr=�J
AN ITW COMPANY
2400 Lake Orange Dr., Suite 150
Orlmdo,FL 32837
FL COA#0278
"WARNINGI"• READ AND FOLLOW ALL NOTES ON THIS DRAWING]
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Tru sas require a Creme oars in fabricating. hantlling, shipping. Installing end bracing. Refer t fall
lest etlition of D.' (Ruiltling Compon nt Safoty Information, by TPI antl WTCA) far safety pre tic prl
o pehoorming 1 M1 eafunctialy Installeanen—. Provitlo tamps ra ry bracln9 Per SCSI. Unless notetlaoeM1yr Ise
top c rtl shall" eve properly atteehetl st iu ral sM1ca[M1ing antl bottom chord shall have o properly a
rigitl ceiling. Lot bens she far perm t lateral restraint of w bs shall have bracln9 installetl P 'fig.
sections 83. g] or D10,555^oppli cabl e. Apply plates to ng fac0oif taro tantl position es shown above d
the Joint Details, .1 . Cetl oiM1er. A Refer to tlrewings 160A-Z fors and rtl place post [l ons. n o
Alpine, a tlivision of ITW Duiltling Componen s Group Int. shall n esponsibla £ar any tleviatian rrog.
tlrawing, any failure to builtl YM1a truss In conformance wiN ANSI/TPlbl.ror for hantlling, shipping,
Instal latlan A bracing of trusses.
A sorl on Lhlr tlrrrinp or cover prpo IlaClnD this tlnrinp, Intl lerGr reoptmer of proTerrlonrl rnR lnrrrin
rosponslblllty sololy for iho tloslgn shorn. Tllo sultabll lty ens use of this tlraring Tor any atruetura Is ih
rasponslbi my of ua eallaing Oeslgnar par Axs vTPl ] saa.z.
Far mars Information s this Job's general n s page antl these web sitar:
wow.al ALPINE: p—itw.cam: TPI: www. tpinst.arg: WTCA: www.sbcintlustry.com; ICC: www.lccsafo-rg
,•
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F pl t
°'44, NQ
TIC ILL 40. 0 PSF
TIC DL 20.0 PSF
BC DL 5.0 PSF
BC LL 0.0 PSF
TOT. LD. 65.0 PSF
REF R408 — — 24076
DATE 1 0/1 9/1 6
DRW HeusRaos lszsssss
HC- ENG SCN/WHK
SEQN- 813751
DUR. FAC. 1.00
FROM RC
SPACING 24 . 0 "
J REF - 1 W2408 Z1 5
10/20/2016
13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - FL6 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #1 Dense
Webs 4x2 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Truss must be installed as shown with top chord up.
0-3-0 6X6
_1
30" Typ.
8-1-8
3X4 - 3X4
+ 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
bridging recommendations.
Max JT VERT DEFL: ILL: 0.19" DL: 0.23". See detail DEFLCAMB1014 for
camber recommendations.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
16.75"
-7-8
1 X3 III 3X4 = 3X4
6X6 - 0-3-0
—1
_T_ +04
12
1-8 12
If
1 X3 III 4X10 - 3X4 - 1 X3 III 4X10 - 1 X3 III
I_ 2-7-8
R=982 W=3.125"
9-4-12
15-2-0 Over 2 Supports
2-7-8 _I
R=982 W=3.125"
Design Cr i t : FBC2014Res/TPI -2007 (STD) H•
PLT TYP. Wave FT/RT=12%(O%)/10(0) 15 x '�'F/ 4�TY:9 FL/-/5/-/-/R/- Scale=.5"/Ft.
"WARNING I" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 3T
IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
��
TC ILL 40.0 PSF
REF R408 - - 24077
Tresses require o Creme taro in rabrieaeing, ba ndling, shipping, Installing and Gracing. Rofer [ an£gll
cM1c latest edltl*" or BCSI (Building Component Safety Informaclon, by TPI and WTCA) for sa£oty pro tice prl
8
• 0. 708
TC DL 20.0 PSF
DATE 1 0/1 9/1 6
o Perfa rming [ eaV functions. tlnstallerrucM1all Provltla team— ry braein9 Per OCTI. Unloss notetltoeh8r yis,a
COP chor0 shallhh a properly a tacM1etl st [oral sheathing and bottom eM1ord shall have a properly a ,•�y
rigid ceiling. Locations shown for permanent lateral restr i t ar webs shall have bracing Installed pBGS
=
'
• i
BC DL 5.0 PSF
DRW HCUSR408 16293829
V
��Q NR
sections B3e B] or H10, Ss^ pplicable. Apply plates to each facaoor [or sY nd posltlon as shown above tl
tM1c Joint Ootails, unI cad oth.rwlse. Refer to drawings 160A-Z £ ..lord place positions. o
t S AT 0
BC LL 0.0 PSF
HC ENG SCN/WHK
Alpine, a ivision of ITW Bu ding Componen s Group Inc. shall n t I. responsible far any devlatien rrom
drawing, any failure to bulltlitM1c truss in conformance with ANSI/TPI 1, or for handling, shipping.
,(�
-
SEQN- 813752
AN IrW COMPANY
inscal laden 8 bracing of trusses.
/�'� ��< , •f��G�
Is • •• •�\
••Du aa'
TOT. LID. 65.0 PSF
2400 Lake Orange Dr., Suite 150
A Doal on this draw or eovor WWo Ilat ing this drawing, IndleaNs Deapemea of profaaalonal anW lnwrinp
rosponslblllty sdloly Tor Cho design shown. The sultablllty and use of thls drawing for any atrutturo
asponslblllty of Cho Bul lding Designer per ANSI/TPI 1 Sec.2.
�(� [[11
4' Q L v,`, '¢
�r�+��r111hIW�tM'
DUR . FAC . 1.00
FROM RC
0r1ando FL 12837
FL COA W0278
For me a information s thls Job•a general n e page and these web sites:
ALPINE: www.el pinolcw. com: TPI: www tpinst. org: WTCA: www.sbcindustry.c ICC: www. i ccsafo. org
SPACING 24 . 0 "
J REF - 1 W2408 Zl 5
10/20/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
I, iauai-aroaocK Kesiaence -- L_oc I ulamona Zanas Jensen aeacn, rL - rL/
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
0-3-0 5X6
1L
18.75"
5-7-8
30" Typ.
3X4 = 3X4 - 3X4 =
+ 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
bridging recommendations.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
Truss must be installed as shown with top chord up.
-7-8
3X4 -
5X6 = 0-3-0
L
_T_ +0-3 12
1-8 12
1 X3 III 4X8 = 1 X3 III 1 X3 III 4X8 = 1 X3 III
1— 2-7-8 _I_ 7-0-12
Ic 12-10-0 Over 2 Supports
R=830 W=3.125"
2-7-8 _I
R=830 W=3.125"
Design Cr i t : FBC2014Res/TPI -2007 (STD)\H•
PLT TYP. Wave FT/RT=12%(O%)/10(0) 15 y.• 'Ql� J1TY:4 FL/-/5/-/-/R/- Scale=.5"/Ft.
v V
���
AN ITW COMPANY
2400 Lake Orange Dr., Suite 130
•'WARNINGI•' READ AND FOLLOW ALL NOTES ON THIS DRAMINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
T russ.s requl.. . tremc car. In fobricating. M1ontlling, sM1lpPing, Instailing Ina bracing. R.f.r to 4'.1l
m. lacost ctl,111 of BCSI (Builtling C.mponent So racy Infor..tlon, by TPI entl WTCA) Tor sa£.ty preetl.e prl
o performing chaso funcclans. tlnseallerrucc rl provleo cemPo ro ry brocin9 Per BCSI. Unless nocetl oCh�r Isp
cap mare Shan havo properly a [acM1etl s[ u of shonthing me bottom chord Shan hove a proporly a
rigitl col ling. Locatlons shown far permanent late rat restraint of webs shall havo bracing Installed p BCS
secti.ns BD B] or 2 as o placable. Apply plates [. oath faceeof tru tone position as shown above ne
cM1c Joint Oc[alls. ..lass n tctl ..bl.. A. Refer to to ..cgs 16OA-z fors ea re plate positions, o
Al pins. a Ulvlslon or ITW B.iltling Components Group Inc. shall n t b. rosp... ibl. Ter any d.11,tion from•
d rowing, any fall... to .ui le chc cross in conform.... with ANSI/TPI 1, or Tor h dli.g, shipping.
1 atallatl.. a braei.g or t..sse=.
A^adsl on this dr,sing or cover paps listing NI. drawing, Indicate. seteptanee of profs.. loner engineering
r.sponsiblllty solely for the dos l Go whom. Tno sultahlI lty entl use of [his drsaing for any structure la eh
.sponslbllley or H,a Building Designer per ANS I/Tpl 1 Soc.2.
.`
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aan ,s
/ `S'S�0 A�.\
TIC ILL 40.0 PSF
TIC DL 20 . 0 PSF
BC DL 5 . 0 PSF
BC LL 0. 0 PSF
TOT. LD. 65.0 PSF
REF R408 — — 24078
DATE 1 0/1 9/1 6
DRW HCUSR408 16293857
HC- ENG $CN/WHK
SEQN— 813753
DUR.FAC. 1.00
FROM RC
Orlando FL 3278
FL COA H0276
For more inform: TPI s M1pl Job's general ..to, page and th.sa web aitea:
ALPINE: www.nl pi n.itw.com: TPI: www.epinst..rg; WTCA: www.sbclnaustry.com; ICC: ewv.iccsaT.. erg
fI�1pRlD
SPAC I NG 24 . 0 "
J REF - 1 W2408 Z1 5
I r 10/20/2016
THIS OVJG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
k 13233i-E5roa0cH: Kesiaence -- Logy I ulamono Danas Jensen beacn, r-L - rLa
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 Dense :T1, T4 4x2 SP #1 Dense:
Bot chord 4x2 SP #2 Dense :131, 135 4x2 SP #1 Dense:
Webs 4x2 SP #3 :W2, W19 4x2 SP #2 Dense:
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
Truss must be installed as shown with top chord up.
0-3-0
T
30" Typ.
6X8 = 3X4
4X8 =
15-0-12
+ 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
bridging recommendations.
Max JT VERT DEFL: LL: 0.61" DL: 0.61". See detail DEFLCAMB1014 for
camber recommendations.
Trusses to be spaced at 16.0" OC maximum.
Calculated vertical deflection is 0.61" due to live load and 0.57" due
to dead load at X = 15-0-2.
16"
3X4(R) III
W=3X4
5X6 = 5X6
13-3-0
IMobIll!
is I
131
2X4 III 5X12 = 3X4 = 6X10 = 4X6 = 4X6 = 6X10 - 3XW5= 2X4 III
W=3X4 - 5X12 =
W=3X4
W=H0312
1_ 2-7-8 _1_ 4-1-11 _1_ 6-11-13 _I_ 8-9-0 6-7-12 J
F 4-4-4 -1 1-9-8 F 4-8-8 11-3-8 -T 2-8-8 —1-4-3-8 �I
29-8-0 Over 2 Supports
R=1283 W=3.125"
0-3-0
-L +12-9-0
T 90
R=1283 W=3.125"
Note: All Plates Are 3X6 Except As Shown. a30111'1111UnreptTf]f,I"
Design Cr i t: FBC2014Res/TP I -2007 (STD) a{�^ itii� H.+,,�
PLT TYP. 20 Gauge HS,Wave FT/RT=12%(O%)/10(0) 15 ,•� '•El /�'4 QTY:6 FL/-/5/-/-/R/- Scale=.25"/Ft.
is I
131
2X4 III 5X12 = 3X4 = 6X10 = 4X6 = 4X6 = 6X10 - 3XW5= 2X4 III
W=3X4 - 5X12 =
W=3X4
W=H0312
1_ 2-7-8 _1_ 4-1-11 _1_ 6-11-13 _I_ 8-9-0 6-7-12 J
F 4-4-4 -1 1-9-8 F 4-8-8 11-3-8 -T 2-8-8 —1-4-3-8 �I
29-8-0 Over 2 Supports
R=1283 W=3.125"
0-3-0
-L +12-9-0
T 90
R=1283 W=3.125"
Note: All Plates Are 3X6 Except As Shown. a30111'1111UnreptTf]f,I"
Design Cr i t: FBC2014Res/TP I -2007 (STD) a{�^ itii� H.+,,�
PLT TYP. 20 Gauge HS,Wave FT/RT=12%(O%)/10(0) 15 ,•� '•El /�'4 QTY:6 FL/-/5/-/-/R/- Scale=.25"/Ft.
•'WARNINNISH BEAU AND FOLLOW ALL NOTES ON THIS DRAIN GI
•'IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
•' �.
i
TIC LL 40. 0 PSF
REF R408-- 24079
�\
1
�^
IIILJMJI
AN ITWCOMPANY
2400 Lake Orange Dr. Suite li0
Trussos require a creme care in iabricaeing, handling, shipping, Installing antl bracing. Refer to Toll
[he laeost edielon of SCSI (Building C,mponene Safcey Informaelon, by TPI antl WTCA) far safaey prattIJ. prl
o perform ln9 ches, Nnatians. t l nstalleanenbarl psbeldo cemporor braeln9 per .11 Unless noe,e ItlCrwlsa
top chore shall hav, properly a tathetl s[ [ al a[bing ant bottom chord shall bava a properly �y
rigid dolling. Lo nclons sbawn for perm [ul,[ — r,s[raIn of webs 1M1all hav, bracing insealled 1@c5
seeelonsore610, as aepplicabla. Apply pla[,s t, each faenaof eru [antl position as shown abound o
[ha .hint D-11 , ""lass n tad atharwise. Rater to drawings 16OA-Z farss aneare place posieions. ���jjj
Al Pin,. a divlsion of ITW Building Components Group Inc. shall t b, responsible for any deviation fr�
drawing, any f,iluro co build - truss in conformance wi tJ, ANSI/TPI 1, or far handling. shipping,
inst,llaeian B bracing of crosses.
A •o•I on thla drawing or eovor page Ilating NI• drawing, Indlcatal ac,aptan,a of profaaalonal engineering••w„•w•
rosponslblllty sol,ly for th, doslgn shown. Tho sultablI lty antl use of this drawing for any structur, Is N
as,.nslbllity of [h, Building Designer par ANSI/TPI 1 S-2.
r o.7.08 1 _
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- S�II(y(gl.
f
TIC DL 20.0 PSF
BC DL 5.0 PSF
BC LL 0.0 PSF
TOT. LID. 65.0 PSF
DATE 1 0/1 9/1 6
DRW HCUSR408 T6293862
HC- ENG SCN/WHK
SEQN- 813786
DUR. FAC. 1.00
FROM RC '
Orlando FL 32837
FL COA H0278
Far morn +nrarma[TPI s his 3ab•s ganoral n a png, and [h,se web ,Iles:
ALPINE: www.nl pl n,i[w.c,m: TPI: www.tpl nst. ,rg; WTCA: www.sbcl ntlusery.com; ICC: w_.Icesafo.org
IN""IWIw`
SPAC I NG 1 6 . 0 "
J REF - 1 W2408 Z 1 5
1 0 10/20/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - FL9 )
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1 Dense :T2, T3, T6 4x2 SP #2 Dense:
Bot chord 4x2 SP #1 Dense :132, B3 4x2 SP #2 Dense:
Webs 4x2 SP #3 :W2, W21 4x2 SP #2 Dense:
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
Truss must be installed as shown with top chord up.
0-3-0
V
T
30� Typ.
7X8 = 3X4 = 4X8
+ 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
bridging recommendations.
Max JT VERT DEFL: ILL: 0.71" DL: 0.70". See detail DEFLCAMB1014 for
camber recommendations.
Trusses to be spaced at 16.0" OC maximum.
Calculated vertical deflection is 0.71" due to live load and 0.66" due
to dead load at X = 15-9-14.
16"
15-10-8 -I !� 13-11-4
3X6 = W=3X4 = 3X6 III 5X6 = 2X4 III 4X8 =
3X6 III 3X6(R) III W=3X4
2X4 III 5X6 = 3X4 (R) III 3X6 =
3X4 = 7X8 -
T6
2X4 III 1 OX12 - y� 6X10 = W=H0312 W=H0312 = J 6X6 = 6X10 - 3X4 = 2X4 III
3X4 - 5X6 = 3X6 III 1OX12 =
3X6 III
0-3-0
-L +12-9-0
T80
1_ 2-7-8 _1_ 6-5-7 _1_ 4-8-1 _I_ 8-0-0 _1_ 8-10-12 J
f 3-11-10 10-8-2 � 12-1-1 1 3-10-15 '1
31-2-0 Over 2 Supports
R=1348 W=3.125" R=1348 W=3.125"
Design Crit: FBC2014Res/TPI-2007(STD) 400-19 H. "ny,�
PLT TYP. 20 Gauge HS,Wave FT/RT=12%(O%)/10(0) 15 _•! '•El / 4 QTY:3 FL/-/5/-/-/R/- Scale=.25"/Ft.
"WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAAINGI
•'IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TIC LL 40 . 0 PSF
REF R408 — — 24080
v V
AN ITWCOMPANY
2400 Lake Oran a Dr., Suile I50
Orlando FL 32837
FL COA 90278
ary in robrica.ing, hendling, shipping. Installing and bracing. Rotor to roll
Trusses require c t SCSI
latest v clan ofrBC51`Ceuilding Campanonc SarotY Inrormatlon, by TPI and WfCA) far rotary precisnr s pri
o Pe rformin911M1esoa funeclons. tlnsealleanenha l l Provloe eemporab. braeing Per SCSI. Unloss noted oClC rw lse
iaP chord —. .... P-1—ly a iacM1etl st uctural sheathing antl bottom chard shall haves a praporIy
r lgitl calling. L.. ti ons shown for porm t lot...I restraint or webs anal I r— bracing Instal :21
ceceioin B3. B] o. Brt asnaopplicable. Apply ploeos to - taco of [or tend position as shown ebov nd a
ho Joint Octails. unless tad oCM1orwise. Rarer to Drawings 160Ad iorss andartl plates posl4ons.
A 1pino, a tlivision of ITW Building Componancs Group Inc. —.1 not ba rosp... Ibla for any dovl.tlon fr6J
drawing, eny failure [o build the truss In conformanco wlcM1 ANSI/TPI 1, or for M1antlling, sM1lpping,
inatallatien A braeing of tras=as.
A ...1 on this dr.•Ing or cover p.go II.ting thl. d—Ing. Indio—..edpt.ne. of prof...lon.l •ngln..ring
rospons lbllity solely for the doslgn sM1o.n, Tho sult.blllty old use of this d_Ing for any .erue ury Is N
asponslblllty of the Bulldln. DasIg—r par ANSI/WI 1 S-2.
Far more inrarmaci an s this Job's general n s pogo and Uaso web sitar:
ALPINE: www.alpinoitw.cam: TPI: www.cpinsc.org; WrCA: www.sbclndus[ry.com; ICC: www.lccsa In. or.
r 0. 708 1 _
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fST �IQ�1J�L `�tt
4%Yr
'�fIN/r11L1<
TC DL 20 . 0 PSF
BC DL 5 . 0 PSF
BC LL 0.0 PSF
TOT. LD. 65.0 PSF
DATE 1 0/1 9/1 6
DRW HCUSR408/6293894
HC - ENG SCN/WHK
SEQN— 813783
DUR . FAC . 1.00
FROM RC
SPACING 1 6.0 "
J REF - 1 W2408 Z1 5
10/20/2016
13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - FL10 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
Truss must be installed as shown with top chord up.
+ 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
bridging recommendations.
Max JT VERT DEFL: LL: 0.22" DL: 0.26". See detail DEFLCAMB1014 for
camber recommendations.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
16"
8-1-8
30" Typ.
W=3X4
0-3-0 6X6 = 3X4 = 3X6 = 2X4 III 2X4 III 3X6 =
-10-4
3X4 = 6X6 = 0-3-0
1
12-9-0
1-8-0
2X4 III
5X10 - W=3X6 = 3X4 - 5X10 - 2X4 III
3X4 =
I, 2-7-8 I 7-1-8 I 7-0-12
EE
17-4-0 Over 2 Supports
R=1123 W=3.125" R=1123 W=3.125"
��p1i1111 N l of ff r frn f///!
Design Crit: FBC2014Res/TPI-2007(STD) H. Hf� ` Ny/
�N•� �/���TY:8
PLT TYP. Wave
FT/RT=12%D(O%)/10(0) 15 •3
FL/-/5/-/-/R/-
Scale=.375"/Ft.
"WARNINGI'• READ AND FOLLOW ALL NOTES ON THIS DRAWING]
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. j`
: • �=
TC LL
40.0 PSF
REF R408 - - 24081
/�
Tru sos regal'* a creme acre in fabricating. M1antlling, .M1ipping. Installing and bracing. Refer t anyL'l.II
the latest .di clan o! BCSI (Builtling Component Safety Informnclon, by TPI antl 'MCA) £.r safety pl--I,g% prl
o. 708 1
TIC DL
20.0 PSF
DATE 1 0/1 9/1 6
o p.r r...... tees. !unctions. [ Inscall.rsu— 11 p—ldo temporary Dr—Ing perhBCSI.acUnless natal ltre I
chord shall have pr.porly a —hed str tural sM1natM1ing and b.tt chortl s all M1 . a Properly a h
ps
. -
'
"Oldcoiling. Locations sM1own for permanent lateral rasvalnt a( webs Shan M1avc bracing installed
t, =
BC DL
5.0 PSF
DRW HCUSR408 16293860
�^
see[ions B], BT or 010.sss^ pplicable. Apply places to c.cM1 fa coeaf eru ... position as shown above d o
th. J.— D-11,. anla t.d .thcrwisa. R—r to dr.wings 16DA-2 lerss Card plate ps ltl.ns.
__
: C /tT O
' \7A f'11 '``�,
BC LL
0.0 PSF
HC-ENG SCN/WHK
IILI�I
Alpine, a division or ITW Building Campo... s Croup Inc, shall n t bo responsible £or any d—I.t— frotit
drawing, any fnllurc to build tM1c truss in conformance wI ANSI/TPI 1, or for handling,—pping,
A,, C
{ vv
AN IT"WCOMPANY
Installation 6 bracing .! trusses.
/�•.a •�'(V
^ •,..a • ..•'G��
'
TOT. LD.
65.0 PSF
SEQN- 813756
2400 Lake Orange Dr., Suite 150
A aoal on this drawing or cover page Il.e ing Nla drawing. Intl leata..eapune. of prof...lonal .nginwrinp
rosponslbl llty solely for the daslgn shown. The sultablI lty antl use of this drawing for any struatur.
—,,onslbl l lty or cno Ballding Designer ,or ANSI/TPl 1 S-2,
f �ONA �
DUR. FAC.
1.00
FROM RC
Orlando, FL 32937
FL COA H0278
For m.r. in-r—i.n = his J-b general • p.g. antl than. web sites:
ALPINE: TPI:
www.alpincicw.com: www. epin t—g; MCA: ICC: www. sDelndustry.eom; www. Ieesa To. erg
SPACING
24. 0"
JREF- 1 VV2408 Z15
lUfLU%LU16
TNIC nwr DD[DADtn COnu—1011-13 IRIDIIT /InAnt a. nl
13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - FL11 )
Value Set: 13B (Effective 6/1/2013) + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
b
Top chord 4x2 SP #2 Dense ridging recommendations.
Bot chord 4x2 SP #2 Dense Deflection meets L/360 live and L/240 total load. Creep increase
Webs 4x2 SP #3 factor for dead load is 1.50.
Lumber value set "136" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up.
0-3-0
If
T
20.75"
5-7-8
30" Typ.
7-8
5X6 = 3X4 - 3X4 - 3X4 - 3X4 -
5X6 = 0-3-0
—1
T 12- -0
1-8-0
1 X3 III 4X8 - - 1 X3 III 1 X3 III 4X8 - 1 X3 III
L 2-7-8 _1_ 7-2-12
13-0-0 Over 2 Supports
R=841 W=3.125"
2-7-8 J
R=841 W=3.125"
Design Cr i t : FBC2014Res/TPI -2007 (STD) . ° �1, H, k /y
PLT TYP. Wave FT/RT=12%(0%D)/10(0) 15 �•' 3'A//4 TY:3 FL/-/5/-/-/R/- Scale=.5"/Ft.
�^
IIILI~I
AN ITWCOMPANY
2400 Lake Orange Dr_ Suite150
Orlando, FL 32837
FL COA 90278
"WARNINGI READ AND FOLLOW ALL NOTES ON THIS DRAWING
"IMPORTANT" FYRN ISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require c tremor care in Pabrieating. M1andling, shipping. Installing antl bracing. Refer t =Toll
the latest cd Iti,n or DCSI (Builtling Componanc Sefacy Information, by TPI antl WTCA) far safety Pra tic p c
[o performing these functions. tlnstallerrucha raterovitle temporary bracing Per BCSI. Un lessnnoteticotttjH;
oP <„erE shall Nava properly a ta<„etl s[ [u s„catM1ing anE bn[tgm <M1ertl s„all have n properly a M1
,'old ceiling. Locations sM1,wn for Parmanant I — r,straint of webs shall Nava bracing i stalled P BCS
Cryctl.,. 'D Bi or B10, as eapplicth Apply places to ._thi.g facaof tru C ntl position as shown above Gtl a
a Joint 'Dot i.ls, un sass n tatl otherwise. Rafcr to I... gs 160A_Z pars anoartl p,aca post eions.
A spine, a tlivision or ITW Builtling Campin _ Group Inc. shall not be responsible far any eeviaeion Profit
awing. any failure co builtl [he [russ in conformance with ANSI/TPI 1, or for M1antlling, shipping,
�rristallatian A bra<Ing of Crassaa.
A seal on thla tlra.lnp or cover page Ilstlnp Nle dn.ing. Indle.Loa .eeept.ne0 of profou Ion .l .nglna.ring
rosponsibi llty salaly for eh, doslgn shwn. Thor sbleability antl use of this d...Ing for any siruceure Is N
rasponsibII:ty of th, Building Doslgnor per ANSI/TPI 1 So..2.
Far mar, Information s t— job's general n s page and theses .eb sitar:
ALPINE: www.aIpi— — ...; TPI: wvnv. tpinst.org; WiCA: www. — ndustry.<om; lee: www.lccsaf,.org
'•
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au wa
.
''d{y�� ��a "
TC LL 40.0 PSF
TC DL 20.0 PSF
BC DL 5.0 PSF
BC LL 0.0 PSF
TOT. LID. 65.0 PSF
REF R408-- 24082
DATE 1 0/1 9/1 6
DRW HeusRaos iszsssss
HC - ENG SCN/WHK
SEQN— 813757
DUR . FAC . 1.00
FROM RC
SPACING 24 . 0 "
J REF - 1 W2408 Z 1 5
k 1U/2U/2U16
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - FL12 )
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Lumber value set "1313" uses design values approved-1/30/2013 by ALSC
2-11-14 I 24" Q-11-14`I
f �
29.875" TYP•
3X6 III
0-3-0 3X6(R) III 3X6 III 3X6(R) III
1X3 III 3X4 = 1X3 III
3X4(R) III
I6-0-0 Over 2 Supports
R=386 W=3.125" R=386 W=3.125"
Deflection meets L/360 live and L/240 total load.
factor for dead load is 1.50.
Truss must be installed as shown with top chord up.
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave FT/RT=12%(O%)/10(0) 151
"WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI '
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require o t "me ar in fabric acing, M1antll ing, s"Ippl"g, installing and bracing. Refer t antl
ho latest "tl ition ofrB. (Build'ng Componanc S.foey Information, by TPI antl WrCA) for safety pro 1—t.
151
V c performing 1 h.V functions. clactellsr race rate raviae �ea— ry bracing per BaVSIh— less noeetl Dyne
cop cbortl shall M1 c properly a t M1 d c sheathing antl bottom e-1 shall h n properly a
1 rlgitl telling. Locacians shown for pe rmanentul res i t of webs shall M1 e bracing inscalledtpe
�^ ctions B3. B] or B10.SSsnaoppll cable. Apply plat col drawaeb fae000f tru tend posi [ion as shown eb e
IIILI�I [he Joint Deealls, ante cetl otbc rw isA Refer a logs ... I forss antlartl plat" posi tl ons. S
Alpine, a division oT ITN Bulldl.g Components Group Inc. sM1all n t b" responsible for any d.—tion from
ing. any failure [o build iM1e truss in conformance with ANSI/TPI 1. or for h..dt ing, shipping,
AN IrW COMPANY instal tail on a bracing or trusses.
A se.I on till. d,, lnW or cover p.po II.tIng thl. Cr.rinp, Indl,ll—pt.nee of prora.•Ien.I Ingin—li
"sp"nslblllty sololy for the tloslgn shorn. Tn" su ltability end usa or [hid drering Tr any aRYcturo Is
2400 Lake Orange Dr., Suite 150 rasp ... Ibnity ar -Y. Building 4s..... per ANSI/Tpl 1 Sec.2.
Orlando, FL 32837 For Inform tie. s this Job's goo al I,s pogo and th"sa web sites:
FL COA 90278 ALPINE: www.alpi—tw.com; TPI: www.tpinst.org; WTCA: www.sbcintlustry.tom: ICC: www. Iccsafo.org
r- H
p'1� ;rY:9 FL/-/5/-/-/R/
TC LL
40.0
PSF
0.708 1 -
TC DL
20.0
PSF
S AT ©
BC DL
5.0
PSF
,�` t •�,'�k,``
BC LL
0.0
PSF
S`•••••• N�`�,
�Np�
TOT. LD .
65.0
PSF
DUR.FAC.
1.00
y, �„Hrnta�' +►`"�a��
SPACING
24.0"
increase
Scale=.5"/Ft.
REF R408-- 24083
DATE 10/19/16
DRW HCUSR408 16293832
HC-ENG SCN/WHK
SEQN- 813758
FROM RC
JREF- 1VV2408_Z15
1 1 � r,
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(13631-brodock Residence -- Lot -I Ulamon❑ Janos Jensen beach, rL -
Value Set: 13B (Effective 6/1/2013)
Top chord 2x6 SP SS
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 :W3 2x4 SP #2 Dense:
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 72 plf at -2.42 to 72 plf at 6.58
BC- From 4 plf at -2.42 to 4 plf at -0.42
BC- From 20 plf at 0.00 to 20 plf at 4.41
BC- From 20 plf at 4.41 to 20 plf at 6.58
TC- 226.00 lb Conc. Load at -2.42
Wind loads and reactions based on MWFRS with additional C&C member
design.
3X6[41
4.5 r-
3X4
3X4(Al) = I I 3X4
2X4 [31 III
3X6[61
2-5-0 "1 2-3-0
Negative reaction(s) of -330# MAX. (See below) from a non -wind load
case requires uplift connection.
160 mph wind, 24.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Bottom chord checked for 10.00 psf non -concurrent live load
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[ 31 W2X4 S 2.75
[ 41 W3X6 S 1.25
[ 61 W3X6 2.75 R 1.50
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.
R=21 Rw=27 U=59
5-8-12
2-5-8
-6-12
6X6 - :;�3-0-12
4-5-0 2-2-0
6-7-0 Over 3 Supports
R=1363 U=1113 W=8"
RL=245/-27
R=-330 Rw=308 U=172
2-111-8
W ` H
Design ' Cr i t: FBC2014Res/TPI -2007 (STD) �°�� ��,,\P...e•••::.;�,pf
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15. `B�•'� a •%0_4jY:3 FL/-/5/-/-/R/- Scale=.375"/Ft.
//^\\\
V V
a �^
IIILJ�I
AN ITW COMPANY
2400 Lake Orange Dr, Suite 150
••WARNINGI•w READ AND FOLLOW ALL NOTES ON THIS DRAWING)
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require c t ... are In fabrica[Ing, hantlling, shipping, Installing antl bracing. Refer to antl ell
chc later[ coition o&rBCblc (Builtling Componene Safety Information, by TPI antl WrCA) for sa Tety prac[Ice9 p
o perrorming iM1eseafunceions. Clnstallsrsuchall Pr .th temporary bracing per BCSI. Unless p-ly oihe
cap chortl shall have properly a Cachetl Cr Mural sheatM1ing antl bottom ehortl shall M1ave a properly a to a
r ig i0 cell ing. Loc tl ens shown for pe rmanenC IeCeral res[ra int of webs shall have bracing Installetl po CS
cryc[ .I Ba, B] or B10.sss^ ppllcable. Apply plates to eacM1 raceo-Z cru to ntl position as shown above a
c JoInC Details, unit tetl oChcrwl sA Rarer to tlrewings 160A-Z farss antlartl plate posltlons. y n
Al lno. a tlivisien or ITW Builtlin Cem G... Inc. shall n t be r iblo far tloviaclon &rem '
p g Ponecon n ospons ans
tlrawing. any &allure co builtl the russ In ro rme ce wi[D ANSI/TPI 1, or far hantlling, M1lppl ng,
(natal latien bracing If irw==ea.
A wal on thle d-Ing or cover page II.ting NI. (hewing, Inelleetee ee=pt,nee of profe..lorlal "glneering
for
rosDonslDllley solely the tloslgn shown . The sulteblllty antl um of ehla tlreeing for any atr ure la U
responslbl l icy of Hie Building Doslgner Per ANSI/TPI 1 See.2.�IrrNIaM
/gyp •
0. 708 1
• S AT O
/�
. /t-/ 1 •r •���
'�,Fe'' ••......•••' G� ,�
l� f kkttJJA�L\ �i''
/a,y rylw ��
TC LL 20.0 PSF
TC DL 15.0 PSF
BC DL 1 0.0 PSF
BC LL 0.0 PSF
TOT. LD. 45.0 PSF
REF R408 - - 24084
DATE 1 0/20/1 6
DRW HCUSR408 1 6294048
HC - ENG SCN/WHK
SEQN- 815166
DUR. FAC. 1 .25
FROM RC
SPACING 24. 0 "
J REF - 1 W2408 Z 1 5
Orlando,FL 32837
FL COA 90278
For mere information s this Job's I,... al n s Pago antl these web sites:
ALPINE: www.alpincl cw. tom: TPI:--pins[.org; WrCA: www. sbcintlustry.cem; ICC: waw.l....fe.org
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - EJ5 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
160 mph wind, 23.96 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 4.50 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
R=137 U=138
R=87 U=19
�— 2-0-0 —�
�— 5-0-0 Over 3 Supports
R=426 MOO W=8"
RL=189/-24
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15.
"WARNING I•• READ AND FOLLOW ALL NOTES ON THIS DRAWING]
••INPORTANr'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require a eeme arc In fabricating, M1antlling. shipping. Installing and bracing. Rorer to and
he latest edit)on o. .Sl(Builtling Component Safety Information, by TPI and WTCA) far safety p.aet—SI
V c Performing chase £uncalons. ilterrucM1all provitloetampare ry b— chard
per DCSall Unless notetl o_
top cM1ortl shall M1ava properly attached st halal sheathing and bottom chortl shall Ilavo a properly a
1 rigid ceiling. Locations shown far permanent lateral r hraint of webs shall have bracing ins[alletl p
UPI
^ r� r.� s ctions BD B] or B10, s aapplicahl e. Apply plates t each fac^oof trusstantl posielon as shown above a
IIILJ�1 I� \\\\VV��III the Joint Details. unless n tee caM1le.tsar Rarer co drawings ....1 for s anea re place positions. 1
Alpine, a tlivisian of ITW Building Components Group Inc. shall t be rospensible for any daviatlon from'
drawing, any £ai lure to builtl the truss In conformance with ANSI/TPI 1, or for handling, sM1ipping.
AN IT'W COMPANY instal lotion & bracing of erusses.
A aoal on this drawing or tovor pogo llstlnp this drawing. Indicates accapt—, of profsssloal anglnearll
rosponslbl lity solely for the design shown. 'rho salCablilty, and use of this drawing for any structure Is
2400 Lake Orange Dr., Suite 150 rasponslblllty or the Banding Deslgnor Par ANSI/TPI 1 Set.2.
Orlando, FL 32837 Form o inrarmation a,, thl� Job's general natal page and Uasa web sites:
FL COA NO 278 ALPINE: www.elpinaitw.com: TPI: www. tpinsc.org; 'MCA: a— sbcindustry.com: ICC: www.Iccsafe.org
V
*4-11-12
2-2-8
3-0-12
26 FL/-/5/-/-/R/
TIC LL 20.0 PSF
TIC DL 15.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT.LD. 45.0 PSF
DUR.FAC. 1.25
SPACING 24.0"
Scale=.5"/Ft.
REF R408-- 24085
DATE 10/19/16
DRW HCUSR408 16293890
HC-ENG SCN/WHK
SEQN- 813049
FROM RC
JREF- 1VV2408_Z15
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
kijuj I—oroaoCK Keslaence -- LOL I Ulamona Janas Jensen aeacn, rL —
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x6 SP #2
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Wind loads and reactions based on MWFRS.
(J) Hanger Support Required, by others
Bottom chord checked for 10.00 psf non -concurrent live load.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[ 61 W3X4 S 1.25
[101 W4X6 S 3.75
3X4[61
4.5 F
3X6 III
3X4(A1)
2X4 III
Special loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 72 plf at 0.00 to 72 plf at 5.00
BC- From 10 plf at 0.00 to 10 plf at 5.00
BC- 589.30 lb Conc. Load at 1.40
BC- 752.90 lb Conc. Load at 3.40
160 mph wind, 24.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Right end vertical not exposed to wind pressure.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
2-2-8
H
9 +23-0-12
4X6(R) [101 III
5-0-0 Over 2 Supports
R=898 U=870 W=8" R=855 U=570
H=H1
Design Crit: FBC2014Res/TPI-2007(STD) 410 M H.
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 •� '•E /��4 QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft.
••WARNINGI•• READ AND FOLLOW ANOTES ON THIS DRAVINGI
"IMPORTANT" FURNISH ALL THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
•' `•
O ! :
TC LL 20.0 PSF
REF R408 — — 24086
v V
L��
AN IT'W COMPANY
2400 Lake Orange Dr., Suite 150
Orlando, FL 32837
FL COA NO 278
Trusses requlra axerem. care In fabricating. hantlling, shlpping, Installing antl bracing. Rafe, t. on Toll
eel=Ian of SCSI cnulleing Componene Safety InTormaClon. by TPI antl WTCA, far ,af.ty pr...l PrI
a per£. rml ng [hssaafunetions. t l oche 1.1 eanenc Ia arhv t" temporary brae1n9 Par BC51. Unless rly otNS.wise
cap ch.rtl shall have properly a Ca a scr c.___IT_.al sh.ncM1ing ane Cotton cI-I shall have a properly
r lgie c.11ing. L.c tl.ns sM1..n far perm .e .I shall have bracing Instellatl �S
see[ .I- 83, B] ar 010, sassnaappli cabl a. Apply pintas to .ach face of tru tang position as ItI.n ab.v�ntl .
the J.Inc D.calls unlo tetl .tM1erwise. Re— [o eraarings 160A-2 farss aneartl plate p.,itl.na.
Alpine, a elvisl.n of ITW fiulltling Components Group Inc, shall not be responsible £or any tl.vlatl.n frI♦�
tlra.ing. any fall... co build the truss In conformance with ANSI/TPI 1, or far haneling, shlpping,
Instal laden & bracing .T tr...—
A w.I .n thl. er** or cby.r p.p. Il.ting thl. erulnp Ihele.t.. ¢ pu....T prof�..l.n.l .npin..T1.9•
rosponslbllley solely for ch. easlgn shoo. Th. aulteblllty antl us. of [his am log for .ny atr.ctur. la
respond b... ty .f — Bulleing [$s]gner par ANSI/TPI 1 S-2.
For mare Information s chl, Jab', g... ral notes page ane chose veb sloes:
ALPINE: wwv.alpinaltr.eom: TPI: .-pinst..rg; WTCA: — sbelntlustry...; ICC: wra.iee,a£o..rg
r O. 708 1 _
'
• ,+•
S AT O
� ��
. w Qj
% /�- •�
.c�.• .<_ 1 e •�T
••��•••
S R
'"A�i`r iU AL t�'
kHWNI"'
TC DL 15.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT. LID. 45.0 PSF
DATE 1 0/20/1 6
DRW HCUSR408 16294049
HC - ENG SCN/WHK
SEQN— 815181
DUR. FAC. 1.25
FROM RC
SPAC I NG 24. 0 "
J REF - 1 W2408 Z1 5 ,
/ 10/20/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - EJ5B)
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x6 SP #2
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Wind loads and reactions based on MWFRS.
(J) Hanger Support Required, by others
Bottom chord checked for 10.00 psf non -concurrent live load.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[ 51 W3X4 S 2.50
[101 W4X6 S 3.75
0-5-8
2X4 III
4.5 F__
4X6(R)[101
4-8-0 Over 2 Supports
R=932 U=873 W=8" R=788 U=499
H=H1
Special loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 72 plf at 0.00 to 72 plf at 4.67
BC- From 10 plf at 0.00 to 10 plf at 4.67
BC- 587.36 lb Conc. Load at 1.06
BC- 750.42 lb Conc. Load at 3.06
160 mph wind, 24.39 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Right end vertical not exposed to wind pressure.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
Design Cr i t: FBC2014Res/TPI -2007 (STD) a lm F{. •El
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 �•! '/ ' QTY:1 FL/—/5/—/—/R/— Scale =.5"/Ft.
"WARNING I•• READ AND FOLLOW ALL NOTES ON THIS ORAWINGI
""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, S
•' S.
•a !
TC LL 20.0 PSF
REF R408-- 24087
V
1
�^
IIILI�-1
AN ITW COMPANY
2400 Lake Orange Dr., Suite 150
Trusses require a eme are in fabricating, handling, shipping, installing and bracing. Rofer to roll
the latest etlitlon oTrBCSIe (Bull di no Component Safety Information, by TPI and NTCA) for saroty pr... i s pr1
o Porformin9 1 -v functions. tlnscalle U.-ll provide cemPorary braes h. per BC51. Onless notetl ��IGrwlse
Cop chard steal l L— properly a tachetl .o. Loral sM1cathing and bottom c10 shal l haves a proporly
rigid callinT.g. Locations shown for porn C lace ral rescra lot or webs shall Nava bracing l t.11etl S
sections 83, BT or _I as aopplicable. Apply plates to each faceeor cru rand position as shown —Ind
to 1...i 16not fors antlartl plate positions.
the .hint Octa ns, unless n tea atha rwisa. — Gr..,
A 1pino. a tli vision of ITW 'd th ng Components Group Inc. shall not be responsible for any tlovintlon fr
tl rowing, any failure to builtl [M1e truss In conformance with ANSI/TPI 1, or Por hantlling, shipping:
installation A bracing of tresses.
A se•1 on MI, drawing or eovor p.ga listing this drawing Indlt.ta. pt.nt. of Prof.. lon.l .ngln..r lop
rr"Pesponslblllty orl— BuildingdDn gne�o,or ANSI/TTPI 1b .2 end use or this drawing far any struewro Is tli
a. T08 1 _
•
r ..
•
O ,
•L A • (v c
P•- •� C
,e�•.i ,,.•1
•••"••a
1� Si(�p'AL
'tiA/fMNfl11
TC DL 15.0 PSF
BC DL 10.0 PSF
BC ILL 0.0 PSF
TOT. LD. 45.0 PSF
DATE 1 0/20/1 6
DRW HeusRaoa lszsaoso
HC — ENG SCN/WHK
SEQN— 815183
DUR . FAC . 1.25
FROM RC
SPAC I NG 24.0 "
J REF — 1 VV2408 Z1 5
Orlando FL 32
FL COA H0278 78
Far mars informs this Job's general s pogo and Lhasa web spas:
ALPINE: w.w+. alpincicw.com; TPI TP1: www. tpi nsc. org; WTCA: wvnv.sbclntlustry.cam; ICC: www.lccsafo. org
I 1 10/20/2016
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - EJ5C ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
0-5-8
C
4.5 F
2X4(Al ) _
4-8-0 Over 3 Supports
R=222 U=131 W=8"
RL=127
160 mph wind, 24.39 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 4.50 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
R=150 U=154 4-11-12
2-2-8
R=89 U=27 3-0-12
Design Crit: FBC2014Res/TPI-2007(STD) �` H• r�4�
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 �.! '•fl /°'4 QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft.
"•WARNINGI•" READ AND FOLLOW ALL NOTES TO THIS DRAWN GI 4
--IMPORTANT-- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
1•
TC LL 20.0 PSF
REF R408-- 24088
Trusses require ....... care in Fabricating, handiing, shipping, ins III'g antl bracing. Refer co fall
tho la[est c...... of BCSI (Duiltling Component Safoty Information, by TPI antl WTCAI far safaty pro tins a pri
r o. t'08 1
TC DL 15.0 PSF
DATE 1 0/1 9/1 6
cperforming thn.V functions. tinstallerruc„all provitiv tempora rY bracin9 Per DC51. Unless noteEtoilGrwise
ap chord s„all h e properly a IrM1atl se [oral shoat„Ing entl bottom c ord shall „ova n proporly �.I�,.•
rigitl ceiling. Locations sM1pp, for pormApply lateral rostra lnt of webs sM1all have bracing Installetl 'd
'
BC DL 10.0 PSF
DRW HCUSR408 16293822
���
ry tlons 8D .i s. BID, sssn pplicablo. Apply plates to each face of tru tentl position as shown abov ntl o
e Joint Details unle Refer to drawings t6— farss lard plate py
_
_
•
• S �� O
•.
BC LL 0 0 PSF
HC - ENG SCN/WHK
,Il ]'g C.iso.
d-1ns.
a tlivision of ITW Building Components Group Inc. shall not be responsiblo for any tlpping.on £rQ9
�@
A j}
�•
.
AN ITW COMPANY
ding.
awing, any failuro [a build the truss in confarmanco with ANSI/TPI 1, or For handling, shipping.
° stallatian & bracing of —......
Is- •J� C
,p • .1 .•G`c�?
TOT. LID. 45.0 PSF
SEQN- 813095
2400 Lake Orange Dr., Suite 150
AneoaI on thl, drawing or cover pogo Ilating this drawing, Indlaat.a attaptan of profea.lonal wnglnaar ing
rosponslbl llty saloly For Cho Coal:. shown. Tho sultablIIty and use of thls drawing for any structure Is th
asponsibi l My of tt,a Dnar al lding Dasigper ANSI/TPI 1 Sac.2.
•••"•••'
1 �rI
f sS1Q�AL ��.[
4+T�
DUR. FAC . 1.25
FROM RC
SPAC I NG 24. 0 "
J REF - 1 W2408 Z1 5
011-1161, 32837
. FL COA N0278
For more information s this Jab', general 1— pogo and thosa web sl tea:
ALPINE: www.elpinvitw.com: TPI: www.tpinst.org:_WTCA: www.sbcintlustry.com: ICC: www.iccsafo.org
MMYHI
10/20/2016
c �
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - EJ5D )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x6 SP #2
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Wind loads and reactions based on MWFRS.
(J) Hanger Support Required, by others
Bottom chord checked for 10.00 psf non -concurrent live load.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[ 51 W3X4 S 2.75
[101 W4X6 S 3.25
3X4
4.5 r-
3X4[51 III
3X4(A1)
2X4 III
4X6(R) [101 III
� — 5-0-0 Over 2 Supports
R=1040 U=534 W=8" R=707 U=326
RL=98 H=H1
Special loads
-- --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 72 plf at 0.00 to 72 plf at 5.00
BC- From 20 plf at 0.00 to 20 plf at 5.00
BC- 702.09 lb Conc. Load at 1.06
BC- 584.42 lb Conc. Load at 3.06
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Right end vertical not exposed to wind pressure.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
MWFRS loads based on trusses located at least 7.50 ft.
from roof edge.
2-2-8
11-4-0
PLT TYP. Wave
Design Cr i t : FBC2014Res/TPI -2007 (STD)
FT/RT=20%(O%)/10(0) 15
nlr4
,0 0 H,
r ••Q3Y '4 CITY:
FL/-/5/-/-/R/-
Scale=.5"/Ft.
4 V -
I� \\\\VVII 11
��� r� ,.�
AN ITWCOMPANY
2A00 Lake Orange Dr., Suite 150
Orlando,FL 32837
FL COA #0278
--WARNINGI-- READ AND FOLLOW ALL NOTES ON THIS DRANINGI
--IMPORTANT-- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. yy� : •• �=
Trusses requlrc extreme care In fabricating. hantlling, snipping, Instaliing and bracing. Refer t oaMoll
later[ etlition oT GCSI (Building Compen nC Safa[y InPormation, by TPI antl WTCA) far safety prat I pri o. 708 1 G
o Performing 1I,_fun.P. .y. tlnscalleanant.rl provitle temporary bracing Per GCSI. Unlass nocetl Y Is
top cM1ortl shall M1ave properly a iacnetl st to al snee[M1ing antl bottom chord shall nave a properly d
r lg itl telling. Lac bans shown Tor perm t lateral restraint of webs shall nova bracing installed e : ;
sections 83, g] or B10, as aappl tcabl e. 'sApply plates to Caen fae^vof iru tdntl posi[lo'n ns shown abov ntl e S AT O
the Joint Details. nless n cetl oche rw a Refer to Drawings 160A-Z fors na rtl place positions.
Alpine. division of ITW Roilning Campanen s Group Inc. shall t be responsible f any devia[lan frgm .: ��
drawing, any failure to builtl CM1e truss In conformance with ANSI/TPI 1. ar for hantlling, shippi,
installation & bracing of tra=.es. g' ••• 1 . �'
A oral sn enla dnrinp pr tour- pogo Ilsting NI• draring, Indleaba aeeaptane• or prpfa•slpnal —ginaarin •�� ••....••• .G`� C
rosponslblllty solely for eho Cosign shown. Ths su leeblI lty and urn or this drawing rar any structure Is U-sS"ONAl. E�
espanslbn lty ar tna Rullding Design- ,or ANSI/TPI 1 Soc.2. s/ % �tl�
For more Information s this Job's general n s page antl these web sl[as: r�MAg�1aMiW��
ALPINE: www.aipinaitw.com; TPI: www.tpi—e-rg; WTCA: www. ecintluscry.com: ICC; www.iccsafo.org
TC LL
TC DL
BC DL
BC LL
TOT. LD.
20.0 PSF
15.0 PSF
10.0 PSF
0.0 PSF
45.0 PSF
REF R408 — — 24089
DATE 1 0/1 9/1 6
DRW HCUSR408 16293844
HC- ENG SCN/WHK
SEQN — 813814
DUR . FAC . 1.25
FROM RC
SPAC I NG 24. 0 "
J REF - 1 W2408 Z1 5
1 1 10/20/2016
s
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
k 13tl3"I-t$rodOCK Kesldence -- Lot I Ulamond Jands Jensen beach, YL - EJ4 )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
(++) - This plate works for both joints covered.
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 4.50 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
T = recommended tie connection based on manufacturer tested capacities
and calculations for vertical reactions. Conditions may exist that
require different connections than indicated. Refer to manufacturer
publication for additional information.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
Special loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 72 plf at -2.00 to 72 plf at 1.00
TC- From 36 plf at 1.00 to 36 plf at 4.54
BC- From 4 plf at -2.00 to 4 plf at 0.00
BC- From 10 plf at 0.00 to 10 plf at 4.54
TC--135.57 lb Conc. Load at 1.03
TC- -54.31 lb Conc. Load at 3.06
BC- -76.52 lb Conc. Load at 1.03
BC- -13.24 lb Conc. Load at 3.06
Wind loads and reactions based on MWFRS.
These support conditions used at bearings indicated
(T1) = ITW (KC) E24 w/ Unavailable.
Supporting Member Fasteners: (4) 0.128"x3" nails
Supported Member Fasteners: (2) 0.131"x1.5" nails
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
3X4 sa
4.5 �-
0-8-8
�- +11-4-0
3X6 (++) IIII
2X4(A1) - R=139 U=184
2-0-0 - 1
1-0-0
I_ _I_ 3-6-8 _I
�- 4-6-8 Over 2 Supports
R=261 U=380 W=8"
Design Cr i t : FBC2014Res/TPI -2007 (STD) pr``°" j�1 H ,��„
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 6r ••03Y 'k QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft.
••WARNINGI•• READ AMD FOLLOW ALL NOTES ON THIS DRAWINGI
..IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Tru...: raaulro a trams care In fabricating, handling, sh1ppl.g. Insta111ng antl bracing. Rafar t a,4 .all
,.Trlatase edlllon of SCSI (Building Compon nt Safety Infarmatlon, by TPI antl WCA) for safety prat 1 s prl
o Performing thos ofunctlons. tlnstall-I sha`1 provitla temporary bracing por BCSI. Unless ..-d oto Is
top c-rd shall 1, proparly a .ached st to al sh..thing antl bottom chard ...11 have a proparly a ,N�tl
rigid coiling. L.. .Ions shown for Perm t lateral ros ,a of webs sha11 M1 °a bracing installed 76c
•�
•; �, "=
o. 708 1
_
_
TC LL 20.0 PSF
TC DL 15.0 PSF
BC DL 1 0 . 0 PSF
REF R408-- 24090
DATE 1 0/1 9/1 6
DRW HCUSR406 16293873
V
���
AN ITWCC)MPANY
_
2400 Lake Orange Dr. Suite I i0
Orlando FL 32837
FL COA 90278
eeCi ns B3. B7 or B10, as a pllcable. Apply places to oath Taco of tru [antl position as shorn oboe d °
cha Joint Da[ails, unless n tad a.h... isa. Rafar 1. dra.Ings 1GOA-Z fang andard plats pa.itian..
A 1pino. a division of ITN Building Camps... Croup Inc. shall not ba rosp...ibld for any davlatlan f an
drawing. any fvllurc t build cM1c truss In coots rmancv with ANSI/TPI 1, or for handling. shipping,
Installaclon b bracing of tru..a..
A •0•1 vn thl• drilling or c...r p•ga I bting tills dr•.Ing. Indld•t•• ¢ pt•nu of prdf•oipn•I •ngln••rin
rosponslblllty sololy for Cho daslgn sM1a.n. Th. .ulcabi lity .nd use of this dra.ing Tor any ntructprd
osponslbl l lb of U Bunding Daslgnar par ANSI/TPI 1 Sot...
Far mars information s this Jabs g..... l s pogo and t„c.a .ab .its.:
ALPINE: www. a 1pincicw.c°m: TPI: www. tpinsc.,rg: WTCA: www. sbclnd..try.com; ICC: www.iccsa org
; S AT O •
i (� lC
j W
,�. ••.,� 1 .•t�1�
�••....••.
s/s/R G� y(�
. NAB v Nt1
Aqp +p
d"�"'q""
BC LL 0 . 0 PSF
.
TOT. LD. 45.0 PSF
HC - ENG SCN/WHK
SEQN- 813245
OUR. FAC . 1.25
FROM RC
SPACING 24. 0 "
J REF - 1 W2408 Z 1 5
10/20/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 13P33-1-brodoCK Kesldence -- LOL l Ulamona bands Jensen [Seam , 1-L - tJ3A
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
(Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for_10.00 psf non -concurrent live load.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point).
2X4 =
4.5
- - 0
3X6 (++ III
2X4(A1)
2-0-0 —�
1-3-5 _10-110-10-0
3-0-0 Over 3 Supports
R=359 U=193 W=8"
RL=98/-38
(++) - This plate works for both joints covered.
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCp'i(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
� gJ=39
R=34 Rw=44 U=18
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave
FT/RT=20%(O%)/10(0) 15
"WARNING(" READ AND FOLLOW ALL NOTES ON THIS DRAWING(
•'IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 0
r tt £
Trusses require eztremt care in fabrieaCing, handling, shipping. installing one bracing. Refeet
latest cei t,.n of 8C51 (Builtl,no C..Pon nt Safety Information. by TPI eno WrCA) for safety praeti s
.— cemPneae brmci par Unless not:
o performsng11
n he e11
at cop chartl ha
properly a t a scr t r sheathing a ott chortl shall have a properly Gy
h_efunecions. t£ochelleane
rigid calling. Loc bons shown r perm n talaterovlae
al restraint of webs _I. have bracing installed i
V
c„cti ons B3, B] or 111. as .applicable. Apply plaits a each faceaof tru tang posi aloe es shown . n
c Joint Details. unless n tee otherwise. Refer to .wings 180A-2 £arss .neartl plate posi tuns,
LM
Alpine, a el vi site of ITW 8uileing Components Group Inc, sM1ali n [ be responsible ror any tlevlatl on f1�m
drawing, any failures to Haile cho truss to conrormanct with ANSI/TPI 1, or ror handling, shipping. y
AN ITW COMPANY
installation & bracing or tresses. l
A coal on this tln.ln* or cover pap* Iiatlnp Chia d,..I.g. Indleabs metep—ca of profaaal... I enginaarl
rosponslblllty sololy for e% dodge shown. The sult*bll ity end use of thls d—Ing for any structure Is
2400 Lake Orange Dr., Suile 150
responslbl l Ity of — Bul lding Designer per ANSI/TPI 1 Stc.2.
Orlando, FL 32837
For m t information s this Job's general n s page and theso web sites:
FL COA 90278
ALPINE: www.alpinti tw.com; TPI: tpi.st rg; WrCA: wwx.sbcindustry.c ICC: wvnv. iccsafo.org
H. .,.,y
.708 1
%T 0 : Q
WA1. NG�
QTY:5 FL/-/5/-/-/R/
TC LL
20.0
PSF
TC DL
15.0
PSF
BC DL
10.0
PSF
BC LL
0.0
PSF
TOT.LD.
45.0
PSF
DUR.FAC.
1.25
SPACING
24.0"
1-5-8
Scale=.5"/Ft.
REF R408-- 24091
DATE 10/19/16
DR►N HCUSR408 16293883
HC-ENG SCN/WHK
SEQN- 813627
FROM RC
JREF- 1W2408_Z15
1, 1 w. t 10/20/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - EJ3B )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
4.5 r
1 2-0-0 —1
3-0-0 0J '3-supports
R=359 U=263 W=8"
RL=133/-29
160 mph wind, 23.58 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
R=57 U=58 4-2-12
1-5-8
'rr23-0-12
R=43 Rw=60 U=24
Design Cr i t: FBC2014Res/TP I -2007 (STD) yt•``°" ' ( i'�, /,'�,'�
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 �f ••q3?T�'% QTY:25 FL/-/5/-/-/R/- Scale =.5"/Ft.
••WARNI NGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING]
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
: • •• ;
TIC LL 20.0 PSF
REF R408 - - 24092
_
�?+�
Trusses ..qulr. v ir... car. In fabrlcaCing, hantlling, shipping. Installing antl bracing. Rorer t orb fell
the latest adltl.e or SCSI (Building Ceep.... t Sarety Information. by TPI a.tl WTCA) rer aaf.ty practl P"
o .........nor
vr rorming c„ase runctlsons. provltla temporary braeuss par SCS.11 unless noteO oe s Is
r o. T08 i
TIC DL 15 .0 PSF
DATE 1 0/1 9/1 6
tlnsta
ruchall
rigia d„ortl shall have properly a taehotl st carol s„eatM1ing and bo[tom chard Shal shall M1... a properly a C
rigid tolling. Locations shown Tor permanent IaCarel restro lnt orwebs shall M1avv bracing InsCalletl 7�C
-
BC DL 10.0 PSF
DRW HCUSR408 16293845
f V
IIILIII=�IIIIJrJI I� \\\\VVI�1�1
eeclons B3, B7 o. BnI a eappllcIth Apply Plotvs t och faea of er to a Positlan es shown abov tl o
cho Joint Datalls unless n ee herwlse. Rorer to tlrawings 160A-2 for s antl. rtl place poslilons.
't S AT 0
f
BC LL 0.0 PSF
HC-ENG SCN/WHK
LI
AN ITW CC PANY
A 1pine, a tllvl sl on of ITW BUilding Components Group Inc. s„all no[ be responsibl. for any tlevlatlon f qn
tlrawing. any !allure to build the truss in ...forma... wl t„ ANSI/TPI 1, or for hantlling, sM1lppin
g'.•G�`i�,p$
s• [.�
V
InsCalletlen A braving of
A s.sl on thIn drewing or cover pogo listing thls drvwing, lbdicatss seupisncs of professional englnserin
w•••n.s•••
TOT . LD . 45.0 PSF
SEQN - 813061
r.spobslbI Nty solely r.r — design -o— The sulteblllty and us. oT this draang far any atruvtur. In th
ANSI/TPI
f
l
ffy!!ONAL
DUR FAC 1.25
FROM RC
2400 LA'e Omnge Dr., Suite 150
r.sponslblllty .f the Sol ldl.g Dos lgnar pvr 1 See.2.
. .
SPACING 24.0 "
J REF - 1 W2408 Z1 5
Orlando FL 32837
For mory information s this Job's go oral
ral n s page and these web altos:
TPI: WTCA:
FL COA N0118
ALPINE: www. olpi..I iw. tom; wuw .tpinst. erg; www .sbcindustry.vo.; ICC: www.lvcsa r... rg
%( 10/20/2016
w F
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
-IJUJ I-brooOCK KeSiaence -- Lot I Ulamono Janos Jensen beach, t-L - tJJU
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x6 SP #2
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Wind loads and reactions based on MWFRS.
(J) Hanger Support Required, by others
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
2X4 III
4. 5 F_
1-5-8
rn
�Ai +11-4-0
2X4 III
2X4(Al)
Special loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 72 plf at 0.00 to 72 plf at 3.00
BC- From 10 plf at 0.00 to 10 plf at 3.00
BC- 579.83 lb Conc. Load at 0.40, 2.40
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Bottom chord checked for 10.00 psf non -concurrent live load.
w
3-0-0 Over 2 Supports
R=762 U=252 W=8"
R=643 U=218
PLT TYP. Wave
H=H 1µlriureitnn�nr'iryi
Design Cr i t : FBC2014Res/TP I -2007 (STD) yet �M H.
FT/RT=20%(O%)/10(0) 15 �•• .e�i. 3Ye�',QTY:1
FL/-/5/-/-/R/-
Scale=.5"/Ft.
"IWP01(TANT" FURNISH THISDRAWINGDRAWINGAND LTOO ALLOW CONTRACTORSCONTRACNOTES TORSIIS INCL DIINGGTHE INSTALLERS. L
•• y
B
TC LL
20.0 PSF
REF R408 - - 24093
/\
�� NIEihctl.ns
AN ITW COMPANY
Trusses require t eme ar in iabrleating. M1a_y"I , sM1 tI,g, in Talli.g antl bracing. Rotor t r'f.11
tho latest ctlici.noofrBC51a(Buileing Compon nt Safety Information, bysTPl antl WTCA) for saf.ty praetie¢ Pr
o Perf.rmsng thesea`unoctions. tTachalleanenta la erovlea iemp^rab. brecin9 Per BCSI. Unless n.tetl BCM1S-wl
cn.rtl M1all have properly a c ee str rural sheathing a a bottom chortl s 11 ,lava a prapvrly "`JjM1�e
rigitl coiling. Lac i ns shown r perm t al restraint .T w bs mall nave bracing instelletl yBCS
B3, BT or BtG,55snaopplicable. Apply plates tea each fac.o-Z truss tang post boon as shown above 6 o
e Jeint Details, unle tetl otherwise. Refer co .wings 1GOA-Z far== aneartl plate psitl.ns.
Alpine. a eivisi.. or 1M Build[— Components Gr.up Inc. shall n .,spans.... T any tlevlatlan fr.tit
awing, any r dart to builtl the truss in canf.rmance with ANSI/TPlbt, rar far M1aneling, snipping.
�natallatlan &abraaing aT tress.=.
0. 708 1
,TC
•
. _
f ' =DRW
S S AT O • ,
'/�
% �� •f 'tom/
.�• v
.��. .. ,•,,,,.••'G��
DL
BC DL
BC LL
TOT. LD.
15.0 PSF
10.0 PSF
0.0 PSF
45.0 PSF
DATE 1 0/1 9/1 6
HCUSR408 16293864
HC - ENG SCN/WHK
SEQN- 813825
2400 Lake Orange Dr., Suite l$D
A *oel on this t*v tlrerinp or *r threrinp, I.M..te. ptenc. of prof...1p 1 .npineering
rosp.nsl bility sololy for tho tlpep* Ioslgn Tns sul mownl.ting is *
. tebllity antl use .i ants tlrorinR for any structure is to
rspo^sinlllty oT th. Bulltling Bs I...r par ANSI/TPI 1 Svc.2.
, S
'4*',
DUR. FAC.
1 .25
FROM RC
SPACING
24. 0 "
J REF - 1 W2408 Z 1 5
_
Orlando FL 32837
FL COA H0278
For mo . inform.=... s tM1 Job's 9.....I s pago ane then1 web www.s pas:
ALPINE: alpinoi =.atom; TPI: www. tpi,,t.,,g; WTCA: www. sb—d—try.ca.; ICC: www. l.... f.. org
I ( 10/20/2016
j, !
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - EJ3D )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
�- 2-0-0 -1
13 0-0 Over 3 Supports,,,,f
R=454 U=358 W=8" 1
RL=98/-38
Special loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 72 plf at -2.00 to 72 plf at 3.00
BC- From 4 plf at -2.00 to 4 plf at 0.00
BC- From 20 plf at 0.00 to 20 plf at 3.00
BC- 139.23 lb Conc. Load at 1.06
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
R=72 U=61 12-6-0
1-5-8
R=43 Rw=56 U=23 11-4-0
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave
FT/RT=20%(O%)/1O(0) 15
•'WARNINGI'• READ AND FOLLOW ALL NOTES ON THIS DRAWING]
" HIPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses requlro extreme < re In fabrleating, M1andling, s"IPPing, InsCalling antl bracing. Rafor [o end
tho latest etllClon of SCSI (Building Component Safety Informaclan, by TPI and WTCA) for sa£oty practic4,
^
o performin9 Chose functionsµ o=h@i
lac[all orruchall provltle temporary b— n9 Per DCSI. Unless
top cM1ortl sM1all havo properly a t hnd st turel shca[hing antl bo[[om c ord shall nave a properly a
t P"ly
r lgld <etling. Locations sM10 n for permanent lace rat rostralne of webs shall have bracing InsCalletl p
v V
sections rl . B] or .10, as aoPP'ieablo. Apply places to eacM1 f16OA-Z tru C nd post [ion es s"own above
�^
tha Joint Details, unless n [etl o[horwlse. Refer to tlrawings 160A-Z fors_ anOa rtl place positions.
IILIrJI
Alpine, a division of ITN Buildln Components Group Inc. shall n t bo responsible for any deviation frw
drawing, any failuro to build the truss In conformance with ANSI/TPI for handling. shipping.
AN IT'W COMPANY
installation & bracing of trusses.
A m•1 on thl• dr•wlnp or Boyar p•pd listing Tthl• d—li,lO. Ii,di—tw• •etbP' oT prof• clonal wgin—
osponslblllty solely ror eho tloslgn shown. Tho sultablllty and usa oT Chla Crawing for any structure 1.
2400 Lake Orange Dr., Suite ISO
asPonslbl my or the Rullding Daslgnor par ANSI/TPI 1 Soc.2.
Orlando FL 32837
For more Inform tlon s this Job's genarel n s pogo antl these web sites:
FL COA 90278
ALPINE: eww.alpinoli com; TPI: www. tpinst.org; WTCA: www. sbcindustry.eom; ICC: www. iecsafe. erg
H.
;t/nyQTY:1 FL/-/5/-/-/R/-
`�
TC LL
20.0
PSF
TC DL
15.0
PSF
s
BC DL
10.0
PSF
BC LL
0.0
PSF
•N �,;
TOT. LD.
45.0
PSF
DUR. FAC.
1.25
SPACING
24.0"
Scale=.5"/Ft.
REF R408-- 24094
DATE 10/19/16
DRW HCUSR408 16293865
HC-ENG SCN/WHK
SEQN- 813805
FROM RC
JREF- 1V`V2408_Z15
10/20/2016
1 � '
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - EJ1 )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
4.5 F__
2X4(A1)
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
R=-119 Rw=121 U=146
0-8-8 11-9-0
� 11-4-0
R=-48 Rw=59 U=63
2-0-0
1-0-0 0 er 3 Su ports
R=411 Rw=423 U=305 W=8"
RL=61/-37
'.n �V F • • „h�Pv4i
Design Crit: FBC2014Res/TPI-2007(STD) ,�,
PLT TYP. Wave FT/RT=20%(0%)/10(0) 15 •1- 8 Aj,�P&�/TY:2 FL/-/5/-/-/R/- Scale=.5"/Ft.
—WARNING I** READ RA FOLLOW TO ALL ONTR ON THIS DRAWING
•'IYPDRTANF`• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
,'
TC LL 20.0 PSF
REF R408-- 24095
!� V
AN ITW COMPANY
2400 Lake Orange Dr., Suite 150
Trusses require u t ... are in fabricating, M1antlling. snipping. Installing and bracing. R.— to r'fall
latest edition ofrSC51`(B.Il d i ng Component Safety Information. by TPI and WrCA) fur safety pracCic� Pri
o Performing these functions. tlnstallerrucnall ps—t tempo ra rY br.c mcin9 Per"oil Unless nocM otM1dYh
to Chord snai l nave properly a — p. st to I. shaathing and not h.I s n na.,e a properly a M1�
rigid calling. Locations shown for permanent lataral restraint oP webs`sM1all M1avo bracing Installetl PfiCS
ryccioin Bn, ll�.: or ..l as aopplicthle. Apply pl.Yas tdo each f16DA-Z for stand pass tian as shown above �d o
o .hint Details. unless n tad otherwise. Refer to .wings t60A-Z Tr andard plate P.sitiens.
tAlpine, a divl scan of ITW Building Components Croup Inc. shall n c ba rosponsiblo for any d-1.tion frolic
awing. any failure co build Cho truss In conform.... with ANgI/TPI I.or for handling, shipping,
° stallaUan b brad. of trss.a.
'nad•I on this tlsra•ring r eova e
p m r p•po 11•tlnp NI• dr•rinp, Indle•t•• • apUnc• of prof••slon•I •npin••rinpSS�QNALE�
ospdnslblllty laly Par ch. tlosIS. snare. Th. s 1-1 1My and usa of this dr.ring To, any structure Is [h
... ponsib Lllcy of tea N.ndl.g Doslg..r por ANSI/TPI 1 Sed.2.
O' 706
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=
t S AT O ; t,�
• �� •�. ((f�CQ
••`. v
F .••G��
,•••'"••••
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4ryy IW rp '
TC DL 15.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT. L.D. 45.0 PSF
DATE 1 0/1 9/ 1 6
DRW HCUSR408 16293869
HC - ENG SCN/WHK
SEQN- 813239
DUR . FAC . 1.25
FROM RC
SPACING 24.0 "
J REF - 1 W2408 Z1 5
_
Orlando FL 32837
FL CQA 90278
For or. information so, this Job's general . s p.ga and th.s. wob it,,:
ALPINE: www.alpincicw. cam; TPI: WfCA: www.tpinst.arg; www.sbci.duscry.com: ICC: www.I.... fo.org
1 10/20/2016
l �
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
kijbi l-broaOCK Kesidence -- I -Olt I ulamond wands Jensen beach, FL - HJ7)
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set '11313" uses design values approved 1/30/2013 by ALSC
Special loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 0 plf at -2.83 to 71 plf at 0.00
TC- From 2 plf at 0.00 to 2 plf at 9.84
BC- From 0 plf at -2.83 to 4 pif at 0.00
BC- From 2 plf at 0.00 to 2 plf at 6.77
BC- From 2 plf at 6.77 to 2 plf at 9.84
TC--108.58 lb Conc. Load at 1.41
TC- 113.47 lb Conc. Load at 4.24
TC- 236.39 lb Conc. Load at 7.07
BC- -26.47 lb Conc. Load at 1.41
BC- 191.97 lb Conc. Load at 4.24
BC- 74.06 lb Conc. Load at 7.07
0-4-0
12-9-15
160 mph wind, 24.32 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
2X4 III
6-9-4 3-0-12
9-10-1 Over 4 Supports
R=250 U=382 W=10.564" R=510 U=347 W=11.314"
R=43 U=11
_+_25-8-9
2-5-5
R=118 U=73
+3-6-12
+23-0-12
2-111-5
Design Crit: FBC2014Res/TPI-2007(STD) H
�� .•�
PLT TYP . Wave FT/RT=20% O% /10 0 15 . �� �d•P' ( ) ( ) 1� •,� $TY:1 FL/-/5/-/-/R/- Scale=.5"/Ft.
/ \
v/ \v
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IIILI�rI
AN ITW COMPANY
-WARNING ISH READ AND FOLLOW ALL NOTES ON THIS DRAWING]
"IWPORTAHr•• FURNISN THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, F
Trw.... ..quit. c ..... tare In fabricating. M1antlling, shipPing, Installing antl bracing. Refer t and aI1
tbo latest etlltion of BCSI (BUilding Componen[ Safety Information, by TPI and WTCA) for sarety praetleeg•prl
o performing these functions. tlnstallurruc 11 pr-lde tamp .... y bracing per BCSI. Unless noted otha o�
tap tnord shall have properly a c h-d st tureI sheathing and bottom chortl ,h l have a properly a
rigid ceiling. Locations shown far permanent lataral restraint of webs snail M1avo bracing Installetl pe BCS
actions B3, BT or 810. as aopplltabla. Apply plates [o each raceaof tru [antl post {Don es sM1own above
the Jalnt Dttai Is. wnlas= n ttd atM1arwl=e. Refer to drawing= ,BGA_Z war== lard Plate position=.
A spina, a tlivislon of ITW Building Components Group In<. snail n C bo responsible any deviation from
drawln9• any failure to bulltl [he truss In conrormanea with ANSI/TP6 ,. or far M1entlling, sM1lppin h
stal lotion & bracing or trusses. g
:•
_
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•
• _
i -
t /� • f: ¢
^' t'
'•• • `�V
••• .wu •• (''�
�(1 •+
TC LL 20 . 0 PSF
TC DL 15.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT . LD . 45.0 PSF
REF R408 - - 24096
DATE 1 0/20/1 6
DRW HCUSR408 1629
HC-ENG SCN/WHK
SEQN- 815168
-
2400 Lake Orange Dr., Suite 150
A noel on th is tlr•w In r eovo I la In NI. tlr«In In01ea.. .e
g o r p•go g g• oopt.nco or proreaulon.l «gln«r In
rosponslblll<y solely ror [no tloslgn shown. Too sul-blilty end use or this drawing Tr any structure is U
raspohslblllty or ttla 8.1 Iding Ooslgnar per ANSI/TPI , Sea.2.
v
.� s`Q� ^` •�.�
A
Ipf$!I{�pIW�A�`N
DUR. FAC. 1.25
FROM RC
Orlando FL 32837
FL COA 90278
For mare Informs=tan s thls Job's g.n... I n s page and tnaaa wab site=:
ALPINE: www.alpinai tw, com; TPI: www. tpinst,org: WTCA: www, bcindustry.com: ICC: wmv. l.... ro �. erg
SPACING 24 . 0 "
J REF - 1 W2408 Z1 5
111
(13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - HJ7A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS III DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013)
Top chord 2x8 SP SS
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 :W4 2x4 SP #2 Dense:
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 0 plf at -3.93 to 81 plf.at -1.10
TC- From 64 plf at -1.10 to 177 plf at 2.61
TC- From 17 plf at 2.61 to 124 plf at 8.73
BC- From 6 plf at 0.00 to 10 pif at 2.61
BC- From 5 plf at 2.61 to 34 plf at 8.73
TC- 226.00 lb Conc. Load at -3.93
3X4[3]
3.18 1
4X6(A2)
[4]
I1, 3-11-3 —11— 2-7-4 —�
Negative reaction(s) of -289# MAX. (See below) from a non -wind load
case requires uplift connection.
160 mph wind, 24.32 ft mean hgt, ASIDE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT-[[, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
JT PLATE
No SIZE
[ 3] W3X4
[ 4] W5X6
3X4
6X8
2X4 III
LATERAL CHORD
SHIFT BITE
S 1.25
S 2.00
6X6
R=117 U=115
+5-8-9
2-5-5
+3-6-12
+3-0-12
5-8-0 3-0-12
8-8-13 Over 3 Supports
R=1530 U=1684 W=11.314" R=4/-289 Rw=455 U=0
2-111-5
H
Design Cr i t: FBC2014Res/TPI -2007 (STD) H.
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15. 1�'�'�:' •,� `QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft.
"WARNING " READ AND FOLLor ALL }iDTES ON THIS DRA�INGI
•"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
:
:
TC LL 20.0 PSF
REF R408 - - 24097
//^\\\
V
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1
IIILJr-1 I \ II
u \\\JI
AN ITWCOMPANY
2400 Lake Orange Dr, Suite 150
Trusses require a creme care In fabricating, handling, snipping. installing ana braeing. Re£er Yo and olt
CM1a IaCest etll tl on of BCSI (Building Component Safo[y Informaeion. Dy TPI end WTCA) for safeey pracelcag�p i
a per£ormsnglthesea`un—p-1, -ta-1,
cop <M1artl ha M1avc proseshyo a [ecbad sC rural shaa[Dicg a .Rom cI..I sI, I bava -properly a o�
eananhall provitla temPnaabry Drac ing Per all Unless peed oCh 41C
rigid calling. Loc for perm t lateral res hint or webs shall have bracing Installed pe BCS
secCions B3tl :TIs,nB .sssnand eablo. Apply plates to ...M1 f160A-F Cru taa^tl position es shown abovaro C 0
tna .lain[ Data n s vole [ce a[M1arw lsa. Rarer to Drawings t60A-Z farss na ra ware pasitlans.
Alpine, a oT ITW Building Campon s Group Inc. sM1all t ba rosponslble for any deviation I. 4h
d..w ing, any £allure Co build th, truss inaconformance wi [M1 ANSI/TPI ror handling, shipping,
installation A bracing or trusses.
A .o.l on ChI. draw or eo— pigs II.tlllg this drawing. Indlo.to..aaapt.... oT profw.lon.l wglnwering
raspansibiiity sololfor Chogtloslgn shown. The suitability and usn of this drawing rar any scrDccure la U
ra i,I.sibllicy of thy. Bm ldm Oeslgnar par ATh' "I 1 See.2.
p
0. 708 1 '
,j '.•�
; B _
' =
: g AT 0
✓ (
�� .�� ��Q'
�:` •..•.,..•'\:
�ps'r�ON Al. M ��
� rLFgM1M
TC DL 1 5 . 0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT. LD. 45.0 PSF
DATE 1 0/20/1 6
DRW HCUSR408 16294052
HC - ENG SCN/WHK
SEQN- 815170
DUR . FAC . 1 .25
FROM RC
Orlando, FL 32837
FL COA 90278
For more inrarmatian s this Job's general n s page and theca web sites:
ALPINE: www.al pinaicw.com; TPI: www tp,. . g: WTCA: www.sbcinduscry.c ICC: ..I<csaro.arg
SPACING 24.0 "
J REF - 1 W2408 Z 1 5
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSION-) sIIRMITTFn RV TRIICC LIFR
13b:51-brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - HJ5 )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
0-4-0
3.18 1
(Al)' =
160 mph wind, 23.95 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TIC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Hipjack supports 4-11-8 setback jacks with no webs.
Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
�— 2-9-15
7-0-2 Over 3 Supports
R=441 U=379 W=10.564"
R=225 U=231 4-11-9
2-2-5
R=69 U=0 3-0-12
M H
PLT TYP . Wave Design Cr i t : FB T/RT 20%/ O% /100 0 (STD) 15 H.
( ) ( ) 1� •.}��QTY:6 FL/-/5/-/-/R/- Scale=.5"/Ft.
**WARNING]** READ AND FOLLOW ALL NOTES ON THIS DRAWING]
•'IWPORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
.
;
TIC LL 20.0 PSF
REF R408 — — 24098
Lr-�--� r�
Ilu� Ire\ II
\\\JI
AN ITW COMPANY
Trusses ire a trams earn In fabricatln . h—l' s I g an g.
requ g Ing, „ pping. Installn tl braein Ra£ar t an x Fli
ce ition or BCSI (Building Compon nt Safoty Information, by TPI ad WTCSI Tor sa£oty pro cticeg•p I
[opperformin9 thesoacunoctl on s. InstalleanenM1all p__h temporary bract n9 d av51 bra8n less notetl oc„
chore shall „eve properly attacnetl str Loral -heat„ing one botC m eM1artl „all „ a a properly a
rlgitl telling. Loc I ns shown for perm [ latoral restraint of webs shall „Icing Installatl pe BC$
sections B3. BT or 810, as aopplicable. Apply plates to eat„ raceoof tru tantl position as shown abavo '
[„e Taint Dctall-. unit-- n tctl of„crwlsc. Rarer to crowing- 160A-Z fors- antlard pla[a position-.
Alpine. o eivl-ion of ITW Bulleing Components Group Inc. shall n [ be responsl bra for any tlovlatlon from
tl rowing. any failure to builtl [M1e truss In conrormanea with ANSI/TPI 1. or (or hantlling, yM1lpping,
Installation & bracing of vussc-.
; 0. 708 1
a �•
' =
e =
L CJ. AT O
; A .�% w��
/�� `,
�@ ..,,..• • a"
TC DL 15.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT. LD. 45.0 PSF
DATE 1 0/1 9/1 6
.
DRW HeusRaoa lszssass
HC - ENG SCN/WHK
SEQN- 813055
2400 Lake Orange Dr.,Suite 150
A noel on this drawlnp or cover page listing this drawing, Indic—, a,=pt,n,, of prorseslonal "0'neorinp
rosponsiblI t' sololy ror tho tloslgn snore. Tho sulteblllcy and use or this drawing ror any structurb Is [n
—ponslblllty of — Bulltling Doslgnar par ANSI/TPI 1 Sec.2,
\\\\
i�N A1.
r[ mP`
DUR . FAC . 1.25
FROM RC
Orlando FL 32837
FL COA 90278
Far more Information s this Tab's general n s pogo antl t web ww -Its-:
ALPINE: — pincit —.; TPI: vmmi. tpinst.org: WTCA: www.sbcindustry cos; ICC: www.lccsa ro-rg
SPACING 24. 0 "
J REF - 1 VV2408 Z 1 5
Y
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
( 13631-Brodock Hesidence -- Lot 1 Uiamond Sands Jensen Beach, FL - HJ5A )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
:Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.200'
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 0 plf at -2.83 to 81 plf at 0.00
TC- From 64 plf at 0.00 to 88 plf at 0.41
TC- From -0 plf at 0.41 to 115 plf at 7.01
BC- From 4 plf at 0.00 to 5 plf at 0.41
BC- From 0 plf at 0.41 to 32 plf at 7.01
TC- 44.00 lb Conc. Load at -2.83
0-4-0
3.18
3X6(C6) = 3X
2X4(C6)
160 mph wind, 23.95 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
2-9-15 5
7-0-2 Over 3 Supports
R=418 U=422 W=11.314"
R=196 U=188 4-11-9
2-2-5
R=63 U=0 'YY23-0-12
Design Cr i t : FBC2014Res/TPI -2007 (STD) tea' \P� IM•e,,,„;
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15.E M."' TY:1 FL/-/5/-/-/R/- Scale=.5"/Ft.
Irigid
V
IIILJ�1 III\\\\VVII III
IIJJ
AN ITW COMPANY
2400 Lake Orange Dr., Suite l50
'•WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require c t eme arc in fabricating, M1antlling. sM1ipPing, installing ana bract ng. Refer to a1 .11
l..... .aitian of.... .... eing Componene Safeey Information. by TPI ana WTDA> f.r safaty praati.ai pri
o performing t e,V fun.[ions. It--
noccallerrucna ral11 psocitle temp^ra ry braein9 Per BC51. Unless nocea ootjzt
CapcM1ortl sM1all"h c properly a t M1Pa st to b at._ ani botom eM1ora sna11 M1avo a properly attgC
ceiling.Lpermaeralest al ofebs lnavebracinginstalled p�^IrI�seceions B], B] or 810, as aappl ieabl o. Apply plains to eacn fIoDA-Z eru t^tlsition as sM1own ab oG o
tno Jain[ Datails. an bass n [aa atM1a rw isa. Rafcr [a drawings 160A-Z fors tla rtl Pla[o pasi[ians.
Alpine, a division of ITW Building Components Group Inc. snail n esponsible for any d-ia[lon
drawing, any failure to builtl [M1. truss In conform.... -h ANSI/TPlbl. ror for handling. shipping,
i stal lotion & bracing of truss.s.
Anee.l on ehl• ar•rinII or cover p•0. Iletln0 thl• drying, Inalea- •e=pt•n,, or proro••lon•I •npin-Ing
rosp...lb111ty soololy for tn. aoslg8nso`o�' ANS;��'t'OIII.2 end usb ar tnls araring mr any sCructurn Is u
responslbllit r H,. Bullaing Oast
C' NI
: ^D
0 1Q$ 1
=
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N
!f � Q AIL �_a1N�t
R„"
TC LL 20.0 PSF
TC DL 15.0 PSF
DL 10.0 PSF
BC LL 0.0 PSF
TOT. LD. 45.0 PSF
REF R408 - - 24099
DATE 1 0/1 9/1 6
DRW Heusaaos iszsssal
HC - ENG SCN/WHK
SEQN- 813100
DUR. FAC. 1 .25
FROM RC
SPACING 24.0 "
J REF - 1 W2408 Z1 5
Orlando, FL 32837
I FL COA 90278
For mar. infarmatlan sI. this Job's genaral n s pogo ana thus. web sl[s:
ALPINE: TPI: www.alpincitw.com: www. tpinst..rg; WTCA: ICC: wvw.sbcintluscry.c.m; www. Ic... r..org
A
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - HJ3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
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 0 plf at -2.83 to 81 plf at 0.00
TC- From 0 pIf at 0.00 to 68 plf at 4.18
BC- From 0 plf at 0.00 to 19 plf at 4.18
TC- 44.00 lb Conc. Load at -2.83
160 mph wind, 23.57 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
3.18 R=53 U=123
0-4-0 � 1-5 5 4-2-9
23-0-12
R=3 Rw=44 U=0 'rr
+
2 4(Al )
2-9-15
4-2-3 Over 3 Supports
R=284 U=479 W=10.564"
Design Cr i t : FBC2014Res/TPI -2007 (STD);�;
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15.��'�••.'.•.•� TY:6 FL/-/5/-/-/R/- Scale=.5"/Ft.
^
V
�^ r� ..�
IIILI�I I \ II
luf \\vll
PW ITW COMPANY
2400 Lake Orange Dr.,SuileIi0
Orlando, FL 32837
FL COA 90278
••WARNINGI'• READ AND FOLLOW ALL NOTES TO THIS OUDIN GI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. '
Trusses require c trams care in £abriea[ing, handling, shipping, Installing and braeI.,. Refer to an4.1
tho lest sc edition or BCSI (Building Component Saf.ty Informa[lon, by TPI and WrCA) for sarety prae[iedj pri
o performing tM1.seafunecions. lchelleanenca Provitla remand by tr bracing per .13BCSI, aUnless not ly etc hi
cap chortl shall M1avo properly art. d st to ral sheatM1ing a ott chord rtl shall have a properly
rigid cell ng. Lac tuns shown (or perm t lateral ras rainc of webs shall haves bracing installed pBCs
eet ions 6D B] or B as o plieable. Apply plates to it faeeoir Cru tentl pasieion as shown abova r, o
the Joint Details. unless n tetl otherwise, Refer co ings 1 .1 fors and rtl plate posi[ion s.
Alpine. a divisien of ITW Building Components Greup Inc. s 11 n esponsiblo far any dawiatlan rroa�
ing, any failure to build [he [russ in conformance with ANSI/TPlbl. ror for handling, shippl,g.
�nsCal laiion & bracing of [ruse=.
A ewl on thl. drawlnp or e..or -go I"""o NI. drawing, Indloatoo aecapt.nc. of profo..lonal .npinwrinp
osponsiblllty sololy for Cho doslOn shown. Tho sultablllty and use of thls drawing for any strut uro Is U
1asponslblllcy of ch. B.IIding DasIgn.r per ANSVTPI 1 Sed.2,
Far mar. Information s this ,job's ganaral s page and thasa web ai tes:
ALPINE: www. IIpinei tw.eom: TPI: www.[pinst.org: WTCA: www. sbeindus[ry.eom: lee: wvnv.leesafo. org
.
:IF
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�
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rry� n { + `
TC LL 20. 0 PSF
TC DL 15.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT. LD. 45.0 PSF
REF R408-- 24100
DATE 1 D/1 9/ 1 6
DRW HCUSR406 16293843
HC - ENG SCN/WHK
SEQN- 813069
DUR . FAC . 1.25
FROM RC
SPACING 24. 0.1
J REF - 1 W2408 Z1 5
w r lU/LU/LUlb
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
IS253I-broaOCK Kes10ence -- LOr I uiamona Janas Jensen beach, rL - HJ3A
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
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 0 plf at -2.83 to 81 plf at 0.00
TC- From 0 plf at 0.00 to 68 plf at 4.18
BC- From 0 plf at 0.00 to 19 plf at 4.18
TC- 44.00 lb Conc. Load at -2.83
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point).
2X4
0-4-0 3.18
3X6(++) III
2 4(A1)
2-9-15
(++) - This plate works for both joints covered.
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1-.50.
Provide ( 2) 16d common nails(0.162"0.5"), toe nailed at Top chord.
Provide ( 2) 16d common nails(0.162110.5"), toe nailed at Bot chord.
I- 1-9-4 - 1-1-2-12- I -1-2-2 - I
4-2-3 Over 3 Supports
R=284 U=363 W=10.564"
R=51 U=87
0-1 -5
R=4 Rw=28 U=0
12-5-13
+11-10-0 1-5-5
+11-4-0
H
Design Cr i t : FBC2014Res/TPI -2007 (STD) Ica %� •,,..,,;
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15..M.-F, Ryu IWO1. TY:2 FL/-/5/-/-/R/- Scale=.5"/Ft.
V
1
�^
IIILI�I
AN ITW COMPANY
-•WARNINGI-- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI #
-'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. R
Trusses rvquira e L eme aro in fabrieaCing. M1antlling. sM1ipping, installing antl bracing. Refer to an64 oil
latest etllcion ofrBCSlc (Builtling Component Safety Information, by TPI antl ffCA) far safety proeeie� pri
o Performing chase funcci ons. tlno h- arruchalla C--th ng .fiery breei ng per BCSI.r finless noceA oCM1 i
tap cM1ortl shall have properly a t hatl st to rat sM1 aCM1ing antl bottom c artl sM1all have a properly a M1
rig itl con Ing. Locations shown f r permanent t rat restraint of webs M1all have b acing Instailetl pv BCS
sections BD i or B10. as aappli cabolo.IsAppl y plates to ,g f16GA-Z tru Cantl posieion os shown abovo
the faint Details, anlass n tetl ath rw a Rvfer to eraw togs 160A-2 fors antla rtl plate Positions.
Alpine, a sion of ITW Builtling Components Group Inc. shall n c ba responsible for any tlaviation —A
❑rowing. anylfoilure to builtl the truss in conformance w1 CM1 ANSI/TPI 1. or Par hantlling. sM1ipping,
InsCallatlon & bracing of trusses.
i
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=
=
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nc, . V
I^� .,-• • G��
TC LL 20.0 PSF
TC DL 15.0 PSF
BC DL 1D .0 PSF
BC LL 0.0 PSF
TOT. LD . 45.0 PSF
REF R408 - - 24 1 01
DATE 1 0/1 9/1 6
DRW HeusRaoa 7azssa%a
HC - ENG SCN/WHK
SEQN - 813625
2400 Lake Orange Dr., Suite ISO
A seal on tnlw drying or c,v,r pwge Ilsting this tlr,wing, Inele-tos a, ptlmce eT prefesalon.l wnWlne,r Ing
rospvnslblllty sololY Tor the tlaslgn shown. Tnn sulteblllty antl use oT eM1ls tlrering rar any structure Is N
respana bu lty of - Bulltling Doslgnvr par ANSI/TPI 1 Svc.2.
�/�i�A�-',���
4/:I/ W.II�R1W1�!
DUR . FAC . 1 .25
FROM RC
SPACING 24. 0 "
J REF - 1 W2408 Zl 5
Orlando FL 32837
FL COA H0278
Far my InPormatlon s this Jab s gvnaral n s pogo antl these web
ALPINE: wvrvi.alpincI cw. tom: TPI: www.tpin— —g: WTCA: www. sbcintlustry.cam; ICC: www.=Ica=: iccsafv.vrg
1 u/20/2u 16
� y li
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( "13b3"1-brddock Kesldence -- Lot -I Lliamond bands Jensen [Beach, FL - HJl )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
0-4-0 3.18
2 4(A1)
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT 11, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Hipjack supports 0-11-8 setback jacks with no webs.
Provide ( 2) 16d common nails(0.162"x3.5" toe nailed at Top chord.
Provide ( 2) 16d common nails(0.162"x3.5"�, toe nailed at Bot chord.
R=-81 Rw=55 U=0
11-8-130-8-5
11-4-0 --F-
R=-63 Rw=45 U=0
�— 2-9-15
1-4-4 Over 3 Su orts
R=294 U=199 W=10.564"
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave FT/RT=2C%(0%)/10(0) 15
—WARNING I •• READ AND FOLLOW ALL NOTES ON THIS DRAWING 3.
—111PORTAN'r— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require c t eme ar In fabricating, 11n011ng, shlpping, Installing — bracing. Refer t —091
he latest otli tien efrBCslc(Builtling Component Safety Information, by TPI one WTCA) Tor safety praetleyT
11
V o Pa rfo rmi .11,aV funccianswntrostall__tta ra l ps aloe t, _d ry bracing per BCSe CS —I. Unless P—y ottao
top cM1ortl sM1a M1 e properly a each etl st to F thing ant bottom chore shall have n properly a M
1 rigie ceiling. Locations she r permanent latera lares[r i t of webs shall h v b acing Installed pl
�^ e<eions B3. BT - —1 as o plictht Apply places tlf oath f16OA-Z oar seantl position as shown ebcve
IIILIrJI cha Joint Details. unless n potl otherwise. Refer co swings 160A-Z T antlartl place positions.
Alpine, a tlivision of M D.iltling Components Group Inc. shall n esponslola Tor any dtviation —1
i ng, any failure to builtl the truss In conformance with ANSI/TPlbl, tpr Tor handling, shipping,
AN ITW COMPANY instal lotion & bracing of trusses.
A soil on this tlrrrinp br cover pspo Ilstlnp Chls tlrrrinp. Intllutar reuptsner eT proTrsrlonIs rllp lnrrr li
rospons lbillty solely Tor eho tloslgn shorn. Tho sultsblllty end use bT this drering Tor any str—r. Is
2400 Lake Orange Dr., Suite 150 rosponslbinty mT the Bul lding Designer par ANSI/TPI 1 Sec.2.
Orlando,FL 32837 For -ore informs this ,job s general n s pogo ant these web sits:
FL COA N0278 ALPINE: www.,Ipinoi tw.com CTPI swww.tpl—t. erg; WrCA: www.sbcintlustry.tom: fee: www.Ic—fo..rg
H.
,3,. ``QTY:1
FL/-/5/-/-/R/-
TC LL
20.0
PSF
08 1
TC DL
15.0
PSF
BC DL
10.0
PSF
Qr
BC LL
0.0
PSF
1 .••'���'
TOT. LD.
45.0
PSF
DUR . FAC .
1.25
AL. E� �t
p
OWN
SPACING
24:0"
Scale=.5"/Ft.
REF R408-- 24102
DATE 10/19/16
D RW HCUSR408 16293868
HC-ENG SCN/WHK
SEQN- 813241
FROM RC
JREF- 1VV2408_Zl5
1 10/20/2016
.t �
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
kisust-broaOCK Kestaence -- roc I utamona zlanas Jensen beach, t-L -
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
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 72 pif at -2.00 to 72 pif at 5.00
BC- From 4 plf at -2.00 to 4 plf at 0.00
BC- From 20 plf at 0.00 to 20 pif at 4.83
BC- From 20 plf at 4.83 to 20 plf at 5.00
Wind loads and reactions based on MWFRS with additional C&C member
design.
++ STRUCTURAL FASCIA BEAM REQUIRED.
SUPPORT AND CONNECTION DESIGNED BY OTHERS.
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point).
R=116 U=110
RL=199
2X4 III
160 mph wind, 23.96 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 4.50 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
Shim all supports to solid bearing.
3-1-12 1-8-4 0110
7-0-0 Over 4 Supports
R=625 U=557 W=8"
R=9 U=19
+4-11-8
1-8-8
+23-6-12
-+-23-0-12
+2-4-0
R=-138 Rw=137 U=71
2-2-8
Design Cr i t : FBC2014Res/TPI -2007 (STD) �.�+.I-A, H ..
PLT TYP. Wave FT/RT=20%(0%G)/10(0) 15 ••• 3 ltj� TY:1 FL/-/5/-/-/R/- Scale=.5"/Ft.
v V
��
AN 17WCOMPANY
2400 Lake Orange Dr., Suite 1SO
''WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses roqulro c [ emo ` ere In fabrlceting, handling, shipping. Installing and bracing. Refer to n Z£oll
edition oofrBCSI(Building Component Safety Information, by TPI antl WTCA) for safety prectie3 pri
noted
BCS
to pchord ha theseaYun—p—ls. tlnstallsrsu<hall Psheath temporary brmcln9 per all Unless properly aothdFwl
top chord shall have properly a [achetl tr t ral sheathing and boct chard shall M1ava a praparly "Ca
rigid c iling. Lac i ns shown for per mananenlateral restraint of webs shall haves bracing Installed p BC
sacYlons B3NFE�, B] or B10, as eppllcebl o. Apply plaits to each fallIfcru tantl Iasi tlon as itawnsabovo Gtl o
CM1e Jolne Details. uNoss n tad otherwise. Refer to drawings 160A-Z fors andartl Plata Paaitlen
Alpine, a tllvI, an of ITW Building Compon s Group Inc. shall n t bo responsible for any tl-1-1 on frotit
drawing, any fallurt co bulltl Che cross Ineeonformanco with ANSI/TPI t, or for handling, shipping,
Ins[allatlon S braeing of trusses.
A seal on thl• draw or cover pap• Ilst lnW this drawing. Indlean• aedpnnc• of prefe••lon•1 M[Inw•rinp
resPons'bllliy solely fur the tloslgn shown. The suitability and us, of thls drawing far any strut bra Is eh
raspans lllty of the Building Designer per ANSI/TPI l Sec.2.
•• yp
0. 708 ' S
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f• .,,,,,,\,,. ��
�., �S/p Al A� . .t
(gf�`�{AL
TC LL 20.0 PSF
TC DL 15.0 PSF
BC DL 10.0 PSF
gC LL 0.0 PSF
TOT. LD. 45.0 PSF
REF R408-- 24103
DATE 1 0/20/1 6
DRW HCUSR408 16294053
HC - ENG SCN/WHK
SEQN- 815128
DUR . FAC . 1.25
FROM RC
SPACING 24.0 "
J REF - 1 W2408 Z1 5
_
Orlando, FL 32837
FL COA N0278
Far mars Information _I this Job's ganaral ne<os page and those web sites:•'�W
ALPINE: www.aipincicw.cam: TPI: www. tpinst.,rg; WTCA: www.sbclndustry.com: ICC: — iccsafo.org
10/20/2016
` �,
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
kia+ssl-aroaocK Keslaence -- LoL i ulamona aanas Jensen beacn, rL - GJ
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point).
160 mph wind, 23.96 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 4.50 ft from roof edge, RISK CAT 11, EXP D, wind TIC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Bottom chord checked for 10.00 psf non -concurrent live load.
Shim all supports to solid bearing.
R=58 U=56
24-11-12
1-8-8
R=6 U=0
+23-6-12
-+-23-0-12
2X4 III
2-0-0 1
3-1-12 1-8-4
�— 5-0-0 Over 4 Supports
R=348 U=249 W=8"
RL=189/-24 R=209 U=163 W=8"
2-2-8
Design Cr i t: FBC2014Res/TPI -2007 (STD)
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 ,- 3 /° TY:1 FL/-/5/-/-/R/- Scale=.5"/Ft.
**WARNING]** READ DWG FOLLOW ALL NOTES ON TNIS ORAYGI
•'DRAWING
IY•• PGRTAHTFURNISH THIS TOOALL CONTRACTORS
CTOTORS INCLUDING THE INSTALLERS.
TIC LL 20.0 PSF
REF R408-- 24104
v V
I
L^
IIILI�rI
AN ITWCOMPANY
2400 Lake Orange Dr., Suite 150
Orlando, FL 3278
FL COA k0278
Trusses ragvirI —1-1 care in fabricating, hantlling, shipping, installing one bracing. Rv£vr to en foil
eelcion If BCSI (Building Component Safety Information, by TPI antl WTCA) for sa roty precti c'''444 pri
o pe rformin9 1 2 functi°ns. tlnstallersuchal la perovitl° temporary bract n9 Par BC1 Unless nocetl oLh10'wY
top chortl shall have properly a tachetl str Loral sM1eathing one bottom c10 shall M1ave a properly a M1 v
rigie <eiling. Locations shown for permanent I c ral rescrainc of webs sM1all have bracing Installetl p 8G$
ections 60 B] or B as o Placable. .. R plates tm each cacao f trusstantl position as shown above V.
�M1a Tnint Gatails, anlass n the otherwise. R°far to erawinga t60A-Z far = antlare plate pn=lilons. °
Alpine, a division of IT Builtling Components Group Inc. shall n i be rospmnsibly far any tlaviation r,, t
awing, any failure to builtl CM1m truss In conformance with ANSI/TPI t. or far hantlling, shipping,
n ta
sllation & bracing of Crosses.
Amwl on thif erwrinY or cbvrr'pfpo Ilrtlnp Nle tlnrinY. Intllewgr wewPbner of Drorrrsleml rnpinf.rinY
r—ponsiblllty sale ly for thn ayslggnns _r ANSI/TPI ib lSlel°e2 gntl use If Uls tlrering for eny strue uro Is tti
esppnslbn ley or tna can eing Dosl
Far lIpi,ci c�! �omat TPI .e'i st-9;C WrCA: wam,.sti inn. y om ice siwcwwC.1ccsara.ar,
ALPINE: www.a P � P 9�
o, TOg 1 _
_
f a
f
t S AT 0 `,
J.
�� •f .f f v,y
•"� G`
(� f
pws+
TC DL 15.0 PSF
BC DL 1 0 . 0 PSF
BC LL 0.0 PSF
TOT. L.D. 45.0 PSF
DATE 1 0/20/1 6
DRW HCUSR408 16294054
HC - ENG SCN/WHK
SEQN- 815098
DUR. FAC. 1.25
FROM RC
SPACING 24.0"
JREF- 1W2408 Z15
I 10/20/2016
� f
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
iIbobI-uroaOCK KesIOence -- Lot I uIamona Zanos Jensen beach, I-L -
Value Set: 13B (Effective 6/1/2013)
ITop chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bat chord.
4.5 r
I ...
2X4 (A1) _ -
2X4 III
(**) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning requirements.
160 mph wind, 24.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
MWFRS loads based on trusses located at least 24.33 ft.
from roof edge.
R=179 U=85 4-11-12
1-8-8
—1 23-6-12
R=68 U=12
23-0-12
2-2-0 2-10-0
5-0-0 Over 3 Supports
R=237 U=70 W=7.999"
RL=74
'
Jy�µPllUgrll/gflN„gy,,y�i
Design Cr i t: FBC2014Res/TPI -2007 (STD)
�P;ti::•••• ' ,kiQ�%,4
PLT TYP . Wave
FT/RT=20%(O%) /10 (0) 15 .
•'� f3;T1(:1
FL/-/5/-/-/R/-
Scale = . 5"/Ft.
**WARNI NG I** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI '
•' IMPORTANT*• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
•rS
TIC LL
20.0 PSF
REF R408-- 24105
Trussas
�s �} p •
O. 08
DATE 1 0/20/1 6
require e t eme arc In febrlcating, handling, snipping. in talIIng end brae.... Refor to antl'�oli
tna lot st adition *1 OCSlc(Bulldi ng Component Safety In£<rmaclon. bysTPl'ane WTCA) far safety Prac[.Ce9 Prl
44 (
A
TIC DL 15.0 PSF
o pe r form ln9 cheseafunctlons. m rY bracln9 per BCS1. Unless noted oihe I
cap
eanentala provltle
s
DRW HCUSR408 16294055
v V
clnstall
< ore sM1al l nave properly a tacnee . t ral ... .ing ane bottom chh.I shal l haves a properly a
. nd
rlgld"colling. L.s tions shown for perm sera restrain[ of webs snail M1ave bracing Instaltad pe eCS
:
: =
0
BC DL 10.0 PSF
r� �1
n �� \ II�
lul \\�JI
cclons B3, 13 or B10, as applicable. Apply placeslco each face of cru and posltlon as shown above a
the JoI"t Detal ls, unless noted ......lee. Rafer to tlrawings 16OAA-Z farsstand—d pl fe posltlon.. y a
S AT
•�
BC LL
0.0 PSF
HC-ENG SCN/WHK
LLL////�Ju��JI I IL—JLI
Alpinc, a dI, is la. of ITW B.IIdi.. Lampa..... Group In<. shall n t ba resp,.,i hies £ any da�latlan £ramp
tl rowing, any failure to build tha truss In conformance w1 SM1 ANSI/TPI 1, or for handling, shipping,
.�A� �,►��k+
�(C '•••.....••''
AN ITW COMPANY
instal IaClan 8 bracing a£ tra..a..
A thl• drawing or cover I.ating this drawing, Indicates
G��apa
TOT. LD.
45.0 PSF
SEQN— 815096
asal on p.g• acceptant& of pref•eelsnal anglnearing
raspans.bl I smaly ror Sha doslgn ..own. Tno su.e•bu Icr ane use or this Brewing far env structure .a en
•� SlQNA1.
responslblllcy of cha Building Deslgn.r ANSI/TPI 1 Sec.2.f11Rf:IfM�
DUR . FAC .
1.25
FROM RC
2400 Lake Orange Dr., Suite 150
par
SPACING
24. 0 "
J REF - 1 W2408 Z1 5
Orlando FL 32837
Far .... Informa[ian s this Job's g..... I notes pages and th... web sites.:
TPI: WTCA:
FL COA 90278
ALPINE: www,alpin.icw,com; www. tp.nst,org; www. sbelndustry.csm; lee: www. i cesafe,org
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - CJ5C)
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
2X4(A1)
2X4 III
Lzz1-0-01i
3-2-0 1-10-0
5-0-0 Over 3 Supports
R=314 U=127 W=8"
RL=74
160 mph wind, 24.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based on trusses located at least 24.33 ft.
from roof edge.
R=123 U=66 +4-11-12
1-8-8
—1 23-6-12
R=46 U=12
*3-0-12
2-21-8
Design Cr i t : FBC2014Res/TPI -2007 (STD) �,��•..•••• , kQ`''4
PLT TYP. Wave FT/RT=20°/G(0%)/10(0) 15. ��•'Q�i ' /0-69,Y:1 FL/-/5/-/-/R/- Scale=.5"/Ft.
n
L////TLTTu III IIL—JL1
AN ITW COMPANY
2400 Lake 0=ge Dr., Suite 150
••WARNING]'• READ AND FOLLOW ALL NOTES ON THIS DRAWING]
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �
Trusses ..quire . frame care In fabricating. handling, shipping, Installing and bracing. Far— to and all
-a '—at eeicion of BCSI (Building Component Saf.ty Inf.rmation, by TPI and WTCA) for saf.cy practice IF,
Pe.fo rmingliM1ese functions. ilnstallerspan.l I erovitle CemPorary bracing per BCSI. U...— notetl oche i
top chord sha 1 have properly a —h— sir aural sheathing and bottom c — shall have a properly a to e
rigid telling. Locations s .n (or permanent 1 t a restraint of webs shall 1,eve bracing Installetl pa CS
" s B3, BT or 110, as applicable. Apply pl.teslto each fat. of tru and position as shown above a
th. Jai— Dedtails, unless .—d otM1crwisa. Refer to tlrawings 16OAA-2 forsstandartl place positions. ', o
Al pino. a ;visi.n of ITN Baild ing C.mpanents Grepp Ina. s 11 n t b. r^spansibl. ror any tleviation f.am
tl.awing. any £allure to build th. truss in conformance with ANSI/TPI 1, or Par handling. shipping.
instal lati.n . bracing .1• tru.s.a.
A .owl on chid drwwinp or eovor gwgo II•tlnW NI• tlr•w lnp. Indlon. wcapewnu of prof••w lonwl alpin•wrinW
rosponsibilley sololy for Cho d. 1gn shown. Tho sult.blllty .nd us. of ehls dr.wing far onY sVueture Is th
^sp.^slbnlcy .r tn. Bulltl In. Os lgnor par ANSI/TPI 1 Sa..2.
�• '2
w• o. 708 1 •
r;
•
• • /� !�
/� • \ c
.• I�� •�•��
�......
•p f ONA1. �tNP
!%m�rtp1 H1
TC LL 20.0 PSF
TC DL 15.0 PSF
BC DL 10.0 PSF
BC LL 0 . 0 PSF-
TOT. TOT. L.D. 45.0 PSF
REF R408-- 24106
DATE 1 0/20/1 6
DRW HCUSR408 16294056
/1��
HC— ENG SCN/ WHK
SEQN- 815094
DUR . FAC . 1.25
FROM RC
Orlando FL 32837
FL COA 90278
Far m... inf.... ti.n s this Job's genoral s Fag. and i w.b 51tas:
ALPINE: . alpinolcw.c.m: TPI: www.tpi—t. org; WrCA: www.sbcintlustry cwww.ic .- ICC: c—fa.o.g
SPACING 24 . 0 "
J REF - 1 W2408 Z1 5
I
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
-I3253"I-brooOCK Kesiclence -- Lot l Ulamond bands Jensen beach, FL - W3 )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
4.5 1
�— 2-0-0 — 1
13-0-0 Over 3 Supports,,,,I
R=359 U=263 W=8"'EE
RL=133/-29
160 mph wind, 23.58 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
R=57 U=58 24-2-12
1-5-8
R=43 Rw=60 U=24 3-0-12
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave FT/RT=20%(0%D)/10(0) 15
'•WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses rogulr* extreme car* in fabricating, Fandling. shlpping. Ins— 11"g and braeing. Rarer to ontl
etlltlon of SCSI (Building Component Safety Information, by TPI ontl WTCA) for :*lacy practi—S
f V o pe rPorml- these Functl*.y tln—d er ruchesll provltle temp^ra rY bracl n9 Per .12 Unless notetl Itop dM1ortl shall have properly a iacM1*tl st toI sh r1stg a e bottom chortl shall °ova a properly It -
,laid rolling. Locations M10 n for p*rmanen! lateral reslre lnt or w hell have braeing Installed pe
�^ s*cclons 0D BT ' B10.sss^opplicabl o. Apply places co each facvoCP oar stand posltlofn as shown above 88
IIILJ�—I !hc Jolnc Occalls un lc tee vthc rw lso. Refer to tlrawings .GOA-Z r anea rtl platy p*sltlons.
Alpine, a dlvlslon of ITW Bullning Components Group Inc. shall n esponslble T any dev latl on from
tlrawing, any failure to build the truss in conformance with ANSI/TPIb1. ror for handling, shipping,
AN ITW COMPANY Instal lotion s bracing of tr*::*s.
A wa on this d—Ing or °over p•g. Il:ting this drowing, Indic—s stapwne. of Prof.sslonsI .nelns.rl
rosponslblllty solely Tor Cho design shovm. The sultebllity ontl us° oT thls tlra.Ing for any :true urs I.
2400 Lake Orange Dr., Suite 150 respo^slblllty of — Building assigner per ANSI/TPI 1 s*e.2.
Orlando, FL 32837 For * In(ormaelon s this Job's general It,, PISI and tees* web sites:
I FL COA #0278 ALPINE: wx^a.alpincltw.com: TPI: www tpinst.org: WTCA: www. sbclneustry.com. ICC: www. I ccsafo.org
H.
�}jY:13 FL/-/5/-/-/R/-
its
TC LL
20.0
PSF
08
TC DL
15.0
PSF
O
BC DL
10.0
PSF
BC LL
0.0
PSF
•,,'�<v�
�••'••���
TOT.LD.
45.0
PSF
AL
DUR. FAC.
1.25
SPACING
24.0"
Scale=.51'/Ft.
REF R408-- 24107
DATE 10/19/16
DRW HCUSR408 16293871
HC-ENG SCN/WHK
SEQN- 813051
FROM RC
JREF- 1VV2408_Z15
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
l Isusl-broaOCIC Kestaence -- L-Or I uiamona Z)anas Jensen Beach, rL - GJ"SA
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
:Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.556'
Lumber value set "136" uses design values approved 1/.30/2013 by ALSC
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
3X4
2-0-0 --gt-'--p
3-0-0 Over 3 Supports
R=431 U=322 W=8"
RL=133/-29
160 mph wind, 23.58 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Bottom chord checked for 10.00 psf non -concurrent live load.
Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
R=4 Rw=52 U=57 4-2-12
1-5-8
R=28 Rw=55 U=25 'rr23-0-12
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave
FT/RT=20%(O%)/10(0) 15
••WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Tru... requlro v t amc ar in fabricating, ha'Iing, shipping. Installing antl bracing. Rof r —
:
cn. Iat.st edition IfrBCSlc(Building Campo. c Safety I-.. ... elon, by TPI antl WrCA) for safatycproeei e.6 I
/\
Po r forming thus. funnptions. ra ry bra`- Per BCSI. Unloss not' ott
tl h."
Cop cM1a rtl shall have properly a tech.tl st ural snl antl boeeom chortl shall havo a properly aeea
a ooccvmpo
man.ntpla er..
rigitl tail ing. Lgcatlo s shown for per c al res— of webs shall have bracing insialletl po
I.tl
L��
f.
s coons B3, BT or B10, s aoppli<able. Apply plows t ach fac000f c -antl position as shown above ,
CM1c Jolne Dotails, unless n cetl otherwise. Refer co drawings 160A-2 forss antlartl pieta posielons.
A 1pinv, a tlivisivn of ITN Bulltling Component, Group Inc. shall c bo rcsponslble £or any tlavlation frde
dl.—g. any (.tiara to build thv truss in conform.... with ANSI/TPI 1. or Tor hantlling, hippi.g.
AN ITW COMPANY
instal lacion & broth, or tresses.
A .oa mn thl• dN.Iny or 1 r pay. I la ny thl. ar.riny Inme.b• •,open,• br prora•lon.lr�tgln..r ll
vsponslbll ley soli' Tor Cho ..sign shown. Tho suitability .ntl use or I.ar..l.y ror any se uro la
2400 Lake Orange Dr., Suite 150
rosponslbl I iey or — BulIElna Ooslgner por ANSI/TPI 1 Soe.2.
Orlando, FL 32837
For information s his Job's g.. al n s Pagv antl chess w sl ces:
FL COA 90278
ALPINE: www.alpinoi[w.com; TPI: www. tpinsc.org; WTCA: www.sbClndustry.com; ICC: www.lccsafo.org
H,
1 FL/-/5/-/-/R/
TC LL 20.0 PSF
TC DL 15.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT.LD. 45.0 PSF
DUR.FAC. 1.25
SPACING 24.0"
Scale=.5"/Ft.
REF R408-- 24108
DATE 10/19/16
D RW HCUSR408 16293837
HC-ENG SCN/WHK
SEQN- 813091
FROM RC
JREF- 1VV2408_Z15
0
e It
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(-I.SbJ-I-brodOCK Kesloence -- Lot I uiamono Janas Jensen beach, rL - UJ
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
++ STRUCTURAL FASCIA BEAM REQUIRED.
SUPPORT AND CONNECTION DESIGNED BY OTHERS.
R=198 U=149
RL=143
160 mph wind, 23.58 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 4.50 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
R=195 U=189
+4-2-12
1-5-8
_+_23-0-12
5-0-0 Over 3 Supports —�
R=54 U=5 W=4.002"
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave
FT/RT=20%(O%)/10(0) 15
—WARNING]" READ AND FOLLOW ALL NOES ON THIS DRAWING]
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses requires atereme taro In fabricating, haneling, shipping. Install Ing and bracing. Rafar to a e
the latest atli[lon oT BCSI (Building Component Safety Information, by TPI and WTCA) for safety Practle.I
pc rforming thasv fri—p ns. pr notee o
tampora ry brac�n9 Pcr 111
///\\\\
tlnscallvrsu t— .thid.
hrVUnlass
Cop cM1are shall have praparly a tachetl str t rest sM1vaChing one bottom chore shall h e a properly a
.
rigid calling. Loeatlans shown for permanent lateral rvstry. lnC of webs shall h vy. acing installatlt
I
V
s co ons B], B] or B10, as aopplicablc. Apply Placers Cdo oath rac000i tr posit ivon as shown
���
Cane
Cho Jolne Oocolls, unless n tee otherwise. Rafar to swings 160A-Z forss aneare place posiClons. .
��
Alpine, a tlivlslon of ITW Buileing Compon s Grvup Inc. shall n e bo rasponsibto f r any devletlon Tram
drawing, any fy.11uro c build t russ In confo rmanco wl tl, ANSI/TPI 1. or for handling, shlpping,
AN IT'W COMPANY
instal lacion a bracing of trussy.s.t
A cowl on thl• drwwing or covor pwgo Ilwting NI• drww lnp. Indlewtw0 in—Ptanew of profwawlonwl wnglnwwrl'
rosponsibl llty sololy ror thy. doslgn --. Tho sultablllty end use of thin draw Ing for any aVORuro Iw
2400 Lake Orange Dr., Suite 150
raspanslbinty y.f thy. Building Doslgnar por ANSI/TPI 1 sao.2.
Orlando,FL 32837
Far o Information s his Job's gon a1 nIt,, pago and thoso web sites:
FL COA 90278
ALPINE:—,.alpinoi tw. tom; TPI: — epinse.org; WrCA: www. sbclndustry.cam, [CC; www.lcesofo.org
H�k'Qi �r`QTY:1 FL/-/5/-/-/R/-
TC LL 20.0 PSF
08 1 TIC DL 15.0 PSF
w BC DL 10.0 PSF
BC LL 0.0 PSF
ATOT.LD.
45.0 PSF
t"° DUR. FAC. 1.25
SPACING 24.0"
Scale=.511/Ft.
REF R408-- 24109
DATE 10/20/16
DRW HCUSR408 16294057
HC-ENG SCN/WHK
SEQN- 815102
FROM RC
JREF- 1VV2408_z15
1
It 1
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
kI D0 -CIr000c1c RE'.SIOenGe -- LOL I uiannon❑ Janos Jensen beach, rL -
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"x3.5"),.toe nailed at Bot chord.
2-0-0 1
IE 0-0 Over 3 Supports >l
R=359 U=263 W=8"
RL=133/-29
160 mph wind, 23.58 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
R=57 U=58 4-2-12
1-5-8
R=43 Rw=tiO U=24 3-0-12
Design Cr i t : FBC2014Re s/TPI -2007 (STD) gyp` w....
PLT TYP. Wave FT/RT=20/D(0%)/10(0) 15.•: •, QTY:2 FL/-/5/-/-/R/- Scale=.5"/Ft.
"WARNING I** READ AND FOLLOW ALL NOTES ON THIS DRAWING
•"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •'.T
TC LL 20.0 PSF
REF R408-- 24110
//�\
/ \
/ V
1
IIII III�IIILJr--�1 III\\\\`VILIIIi IIILI�=r-
IIJJ
AN ITWCOMPANY
2400 Lake Orange Dr., Suite 150
Trusses require a Yreme care in fabricating. hantlling, shipping, Installing antl bracing. Rorer to antl�oll
eM10 latast edi ciao of BCSI (Building Compon nt Safety Information, by TPI and WrCA) for safety praeeiC.W prl
o Pe rfp rmin9 YM1<s< functions• c _1"11.lipanenhall Pr .thid, .q ra ry brasin9 Per BCSI. Dnlass noted ach o91
lop °Hare snali have Pr— -. a [ached s t rai ahcathing end bnttam chord sh. n bava a Properly
rigid ceiling. Locaclons shown r perm tulateral restraint of web shall haves bracing InsCa11e0 pe BCS
B3, B] or ""I as aopplicabl e. Apply plates to cash facn of crusstaandaposition as shown above G o
the .lain[ Details, unlass n tad atha rwise. Rafar tp drawings t60A-Z for s d re place positions.
Alpine, a tlivisian oP ITW Hulloing Companencs Group Inc. hall t ba responsible far any tleviaeion Prom'r
tl swing, any failure to b Id the truss In epnfornancp with ANSI/TPI ,. or Par hantlling, shipping.
installation a bracing arptrussps.
A se.l on this tl.. g or dovor p.go Ilstlnp th 1• .Irw lnW. Ina le.N. seppt.ne. oT profws.lon.l englns.ring
respgnslblllty solely for oho tleslgn shown. 7ho su lteblllty end use of this era.Ing Tor any structure Is N
...pens 1.1 l ley or In. Bulltl log Designer per ANSI/TPI 1 S-2.
0.708 1 • _
q S
i • •
AT,
A %
jw ^� r� t�,�w'P'
•. `w
Y.......
!r S
„yf/ Q\N\
TC DL 15 .0 PSF
BC DL 1 0.0 PSF
BC LL 0.0 PSF
TOT. LD . 45.0 PSF
DATE 1 0/20/1 6
DRW HCUSR408 16294058
HC- ENG SCN/WHK
SEQN— 815100
DUR. FAC. 1.25
FROM RC
Orlando FL 32837
FL COA , IS
Far more Information s is Job's general s page and [hasp web =,Wes:
ALPINE: www.alpineitw.com; TPI: www [pinst.org; 'MCA: www,sbclntlustry.com: ICC:—,.1.... fe.org
SPACING 24 . 0 "
J REF - 1 W2408 Z1 5
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(Ib6b1-tsr000cK Kestoence -- Lot l Ulamond Jands Jensen beach, FL - CJ3U)
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
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 72 plf at -2.00 to 72 plf at 3.00
BC -'From 4 plf at -2.00 to 4 plf at 0.00
BC- From 20 plf at 0.00 to 20 plf at 3.00
TC- 69.00 lb Conc. Load at -2.00
Wind loads and reactions based on MWFRS with additional C&C member
design.
Provide ( 3 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
6X6
2X4(**) III
3X6
Negative reaction(s) of -356# MAX. (See below) from a non -wind load
case requires uplift connection.
(**) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning requirements.
160 mph wind, 23.58 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Left cantilever is exposed to wind
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
MWFRS loads based on trusses located at least 23.58 ft.
from roof edge.
R=-356 Rw=277 U=238
_+_24-2-12
1-5-8
—1 +23-0-12
R=-77 Rw=81 U=60
LI-2-0-0�-12-0-08
13-0-0 Over 3 Supports
R=901 U=756 W=8"
RL=104/-29
�� ��uulu rn�niq�,r
Design Cr i t : FBC2014Re s/TPI -2007 (STD)
PLT TYP. Wave
FT/RT=20/B(0/D)/10(0) 15. 1�3`: fE •, QTY:1
FL/-/5/-/-/R/-
Scale=.5"/Ft.
**WARNINGI** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI a
—IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, �
�'
TC LL
20.0 PSF
REF R408-- 24111
Tru r.quir. c item. care in fabricating. M1antlling, shipping, Installing and bracing. Rofcr t and.11
the latest otl ion of BCSI (Building Component Safety In for..tlon, by TPI and WTCA) for saf.ty practice? p i
w: o. 708 1 • -
i r.
TC DL
15.0 PSF
DATE 1 0/20/ 1 6
/^\
/ \
o performing tM1.s.afunctions. Llnstall.anenM1all Provide YcmPorery braein9 PerhBCsl. noted
iop chord sM1allM1aveproperlya tachetl str total sheathing and bottom chord s IIveproprtySrigld
L^B3aIn,55^pplicable.
aUnless
ceiling. Loc Lions shown for perm L lateral rostra Int of w.bs shell have br clog Installed plBCS
Applypoo£ tru Lantl p.si[lon as shown above.
a DeLalls, a le Led Refar to drawings 16— £orss andard plate Positions.
- }
�� O
i
BC DL
10.0 PSF
DRW HCUSR408 16294059
-
IILJ~1
inInG C.lso.
Alpine. a division of ITW Building Components Group Inc. shall n t be responsible £or eny deviation from' M1
0, �/�
^�
•.� �r
BC LL
0.0 PSF
HC - ENG SCN/WHK
AN ITW COMPANY
drawing, any failure Lo build the truss in ...forma....Ith ANSI/TPI 1, or £or handl Ing. shipping,
1.1lotion A bracing .£ t.......
•r•
�Ep •-.....•••''G�� �°'
TOT. LD.
45.0 PSF
SEQN- 815142
A^.o.I on this dr.ring or e,vor p.g. II.ting thl. dr.rin., Indicat.. a—pt.ne. of prof—Ion.l .ngln..rin
E�
DUR. FAC.
1.25
FROM RC
2400 Lake Orange Dr., Suite 150
rosponsiblliey sololy r.r tho d_.G. ahow,l. Tho evltabllley and u . oT thl. dralring rot eny scruebaro Is tb
responslbi llLy or = Dbllding W,Ign.r per ANSI/TPI 1 S-2.
' , NA ��
'g£/grBDIMN1W1ptMc0
SPACING
24.0"
JREF- 1 W2408 Z15
_
Orlando FL 32837
FL COA 90278
For mot. information a this Jobs g... ra s pag. and these web www. tsits:
ALPINE: www.alpin.i tw.com: TPI: pinst.org: WTCA: ..sbclndu t1y..om; ICC: vn.v. I .... ...rg
} A,
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
10001-DFUUUCK Ice51aence -- LDL I uIannuna Janas Jensen [$each, I-L - L:JI
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Lumber value set "13B11 uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Provide ( 2 ) 16d"common nails(0.16210.5"), toe nailed at Top chord.
Provide ( 2) 16d common nails(0.162"0.5"), toe nailed at Bot chord.
PLT TYP. Wave
AN ITW COMPANY
2400 Lake Orange Dr., Suite 150
Orlando, FL 32837
r FL COA NO 278
1 A
4.5
2X4(A1)
160 mph wind, 23.21 ft mean hgt, ASCE 7-10, CLOSED bidg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
R=-119 Rw=148 'V -
0-8-8 3-5-12
_T_ 3-0-12
R=-48 Rw=71 U=53
�— 2-0-0 — 1
1-0-0 Oifer 3 Su ports
R=411 U=386 W=8"
RL=79/-33
Design Crit: FBC2014Res/TPI-2007(STD)
FT/RT=20%(O%)/10(0) 15
•'WARNINGI'" READ AND FOLLOW ALL NOTES ON THIS DRAMINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses r,quiro a tram. care in Tab ricat ing, handling, sM1 ipping, Installing and bracing. Refer t at�sf
:he latest .tlition oT SCSI (Building e..,, . nt Safaty Information, by TPI and WTCA) for safety pra ti
.o performing tM1ese functions. Installers shall provide temporary bracing per BCSI. Unl.ss n t d
'cap chortl shall have properly a 1h.d structural sheathing and bottom chortl shall havo a properly
Igltl ceiling. Locations shown Tor permanent lace rat rests ln2 of webs shall havo bracing
cainstalletla
ctlons B3, B] ar B10. as applible. Apply plates to each Tu os ace of irand pition as shown ebov n
'.he Joint Details, unless 1—Idothe rw iso. Refer to drawings 160A-Z forssiandard plate positions.
Alpine. a division of ITW Building Componen[s Group Inc. s 11 not be rosponslble for any deviation fsd
awing, any failuro to build tho truss In conformanco with ANSI/TPI 1, or for handling. shlpping,
nstallatlon & bracing of trusses.
oal do thl• dnWing or cover pap• Ilatlng "I. draring, Indlcatas acdptanco or prgfaaalonsl anglnaarl
sponslblllLy solely Tor the doslgn shown. Tho suleablllty entl use oT thls drawing Tor any stru.turo Is
asponslblll[y of U Bul lding Doslgnar per ANSI/TPI 1 Sad.2.
For more Information s tM1 job's general n s pogo and these web sites:
ALPINE: www.al pinei[w.com: TPI: w tpin .Irg; WTCA: www.sbclndustry.com; lee: www. iccsafe.org
H.
.tM _' QTY: 31 FL/-/5/-/-/R/-
F •••�I
TC LL
20.0
PSF
1 s
S
TIC DL
15.0
PSF
BC DL
10.0
PSF
D t�Q
BC LL
0.0
PSF
.••G��1�ffi
TOT.LD.
45.0
PSF
�a•
DUR.FAC.
1.25
SPACING
24.0"
10/20/2016
Scale=.5"/Ft.
REF R408-- 24112
DATE 10/19/16
DRW HCUSR408 16293882
HC-ENG SCN/WHK
SEQN- 813053
FROM RC
JREF- 1VV240B_Z15
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - CJ1A ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8, DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
4.5
2X4( 1)
R=-207 Rw=253 U=248
Negative reaction(s) of -207# MAX. (See below) from a non -wind load
case requires uplift connection.
160 mph wind, 23.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Provide ( 3) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2) 16d common nails(0.16211x3.5"), toe nailed at Bot chord.
0-8-83-5-12
_ 3-0-12
R=-56 Rw=78 U=64
-2-0-0 --9L'-_-P
1-0-0 0 er 3 Su ports
R=495 Rw=541 U=515 W=8"
RL=83/-39
PLT TYP. Wave
Design Crit: FBC2014Res/TPI-2007(STD)
FT/RT=20%(0°/D)/10(0) 15
QTY:1
FL/-/5/-/-/R/-
Scale=.5"/Ft.
—WARNING [•' READ AND FOLLOW ALL NOTES ON THIS DRAWING[ .�
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
, •� :
TIC LL
20 . 0 PSF
REF R408-- 24113
Trusses raq"lr, I— eme care in fabricating, M1antlling, shipping. Insealiing antl bracing. Rofar to oNu toll —
me latest edltl an of .CSI (Building Compon n[ sa re ty Info ... tI an, by TPI one WrCA) far safety praetlgC 0. 708
o Pe r formin9 1 h...funeci"ns. tfoI.scai anenhafl pravleo Cemparary bracing per BC51. Unless noted at s Ps S
cop cM1brtl shall M1ave properly a cachaeis t al shcaChing antl baCtam chore shall have a properly d
Hold calling. Lac Hans shown r par. t"lateral rastralnt of webs shall have hracing instollad *Ca s =
TIC DL
BC DL
15.0 PSF
10.0 PSF
DATE 1 0/1 9/1 6
DRW HCUSR408 16293838
v V
Illl���r'
AN IT'W COMPANY
2300 Lake Orange Dr., Suite 1$0
Orlando, FL 32837
FL COA 90278
.I or 110, as aapplicahle. Apply places to e1,g fac0Aof eor cane position es shown oba antl
tna �alnt Dotal ts. "nlass n tetl ati,arwlse. Rofar to crowing. 160A_Z far== aneare plate pasltlans.
Alpina, o tllvlslon of ITW Builtling Components Group Ina. shall n t bg raspbnsible far any davlatlan fs
drawing, any failure to builtl the truss in coniormanco with ANSI RPI 1, or for hantlling, sM1ippin9.
installation A bracing of crosses.
A weal on thl. era or I— page II.ting "I. drawing. Indleato..eeop—ce of prof... tonal mglnw.rl
rnsponsib., ty solely Ter Clio design shown. Tnn sultebllley one use or "is drawing far any struc[uro la
...;o,,Ibl llcy of Cho Outiding Designer Par ANSI/TPl T Soc.2.
For moro Informatlan s this Job's general n s pogo and these web site:
ALPINE: www.otpinoltw.com: TPI: www.tpIns ..rg; WiCA: vavw. sb,I,du ry.,.,: ICC: war . i....fa.org
• .
S AT O
�V
. az if ``���;
�(�• '.Awu was• • •�il
ss1Q �N
�4{1fAL d„
`"'"n Ha""'�
BC LL
TOT. LD.
0.0 PSF
45.0 PSF
HC-ENG SCN/WHK
SEQN— 813093
DUR . FAC . 1.25
FROM RC
SPACING 24.0 "
J REF - 1 W2408 Z1 5
10/20/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
kisusi-uroaocK Kesiaence -- L_oc i uiamona aanas .Jensen ueacn, t-L_ - LJ1
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
++ STRUCTURAL FASCIA BEAM REQUIRED.
SUPPORT AND CONNECTION DESIGNED BY OTHERS.
160 mph wind, 23.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TIC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
R=131 U=110
4.5
0-8-83-5-12
3-0-12
2X4 (A1) - R=14 U=1
R=138 U=75 ++ 2-4-0
RL=88 T
13 0-0 Over 3 Supports j
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave
FT/RT=20%(0%D)/10(0) 15.
"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses requor. a r— ory in iabricaeing. handling. shipping. Installing antl bracing. Rvfar t nr /
^
the Intost edition ofBCSlc(Building Comp.. ne Saf.ty Inlornatlon, by TPI antl MCA) far safety praetI
o pv r loan ing thosoafu"It lons. l ncM1clinanenhall Pr—thl eonpor.I, b— Per BCS1. '.less noted ot5a
t
cop chord shall ha.. properly a Gi e t t rot .M1aa[hing antl bolt.m eh
hg. shell haw a properly ttt��t��$$..nnaaaac�
r ogle evlling. Loc loons shown Tor per tulaot.. r.slralnt If webs shall hew bracing Instnlled
1
v V
n
C„ctions 83. B] or B1o. s —PP'' ,It, Apply places c ach T16OA-T lr tH.d position as shown ebav n
a Joinc Datnils, unless n tetl otherwise. Refer to tlrowings 160A-Z farss ea re place positions.
L�� N,�,
IIII��rJi
AN ITW COMPANY
Alpine, a division o! ITW Building Components Group Inc. shall n t bo r.sp.nsiblo for any d-1.1,111 f*,E
d rowing. pray (allure [o build the tress In conform.....IW ANSI/TPI 1. or for hantlling, shipping,
instal Iaeion A bro.ing of trusses.
A wool on thle drawing or coverpage ItaIng "is drawing, Indleatel a,mpt,nc, of profaawlonal anglnawrl
sponslbi i ity aololy Tor — a iGn shown. Tho sultablI Poy and us. of this drawing for any structuro Is
2400 Lake Orange Dr.,Suite 130
spanslbl l icy of — But Wing Dosigner por ANSI/TPI 1 S-2.
Orlando FL 32837
For moro Information s this Jo s '..oral n s pogo and N.se web sl[os:
FL COA NO 278
ALPINE: www.alpinoitw.com: TPI: www.tpIn org; WTCA: w.wv. sb.induscry..om; ICC: vnrw. Iccsnfo.org
H. .."I""
4,a�3Q/''f4 QTY:2 FL/-/5/-/-/R/-
F '.
TIC LL
20.0
PSF
08 1
TIC DL
15.0
PSF
-
BC DL
10.0
PSF
BC LL
0.0
PSF
TOT. LID.
45.0
PSF
DUR.FAC.
1.25
ALE�;•�`
SPACING
24.0"
0"10
Scale=.5"/Ft.
REF R408-- 24114
DATE 10/20/16
DRW HCUSR408 16294060
HC-ENG SCN/WHK
SEQN- 815107
FROM RC
JREF- 1W2408_Z15
10/20/2016
•
CLR Reinforcing
Member Substitution
T-Reinforcerlent
This' detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf.
rspecified on a truss design but On alternative web L-Reinforcement or
reinforcement method is desired. L-Reinf.
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 Rein-P.
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
2-2x4(K)
2x8
1 row
2x6
1-2x8
2x8
2 rows
2x6
2-2x6OK)
T-reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design.
(>1.k) Center scab on wide face of web. Apply (1) scab to each
face of web.
Apply to either side of web narrow face.
Attach with 100 (0.128'x3.0',min) nails
at 6' o.c. Reinforcing member is
a minimum 80% of web
member length.
Scab Reinforcement:
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.
Scab
T-Reinf. L-Reinf.
/�
/1���� 17g
L///`/ILIII O IILII�\\VVI II
AN ITW COMPANY
13723 Riverport Drive
Suite 200
Maryland Heights, MO 63043
4
--WARNING!-- READ AND FOLLOW ALL NOTES GN THIS DRAWING!
ewINPORTANTwe FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �`{
Trusses require —treme care in fabr!Cating,.handling, shipping, installing and bracing. ReFer to a-0
follow the latest edlt!on of HCSI (Huulalng Component Safety by a or pad SHCA) for safae_Aj.
practices prior to performing these functions. Installers shall provide temporary bracing per HCSI•
Unless noted otherwise, top chord shall have properly attached structural sheathing and button e—d
shall have a properly attached rigid ceiling. Locations shown for pernanent lateral restraint of bdr
shall have braPing installed per HCSI sections H3, H7 or H10, as applicable. Apply plates to each F. c�
of truss and osition as shown above and on the Joint Details, unless noted othernise.
Refer to drawings 160A-2 for standard plate positions.
Alpine, a division of ITW BuildingConponents Group Inc. shall not be r
esponslble for any deviation f'{p
this drawing, y failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping,
in tollotton 6 bracingof trusses.
A seal an this drawing or cover page listing this drawing, indicates acceptance of professional
engineering respunsiblity solely for the design shown. The suitability and of this drawing
For any structure is theresponsiblity of the BuildingDesigner per ANSI/TPl I Sect.
far —re informotion see this job's general notes page and these web ws csaFe.
ALPINE: a w.olpineitw.coni TPI; www.tpinst.org; SHCA: w w.sbeindustry.orgi ICC: w or9
`• �\ '• �• '�
• �I
? p ',
:
y _
• pT ^
w F'1 V �.
• r�fj £
O �• v
��n~•••..., �•••s•` '�,��
/,t7 / �� t `•
/p �r�j „"V I` 16
'bfq '�Pf l `. U
TC LL PSF
TC DL PSF
BC DL PSF
BC LL PSF
TOT. LD. PSF
REF CLR Subst.
DATE 10/01/14
DRWG BRCLBSUB1014
DUR. FAC.
SPACING
1 10/20/2016
F �
a,
NOTE: Details
(2) 1001 COMMON (0.148'x3.0') OR
BOX/GUN (0.128'x3.0') NAILS AT
TOP AND BOTTOM OF 2x4
SCAB -ON BLOCK. ATTACH
STRONGBACK TO BLOCK W/ (3)
10d COMMON (0.148'x3.0') NAILS
OR (4)10d BOX/GUN (0.128'x3.0')
NAILS.
STRONGBACK BRIDGING REC❑MMENDATI❑NS
BUTT STRONGBACK
BRIDGING TOGETHER
4'
ATTACH SCAB WITH 10d BOX/GUN
4' —0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT
SCAB 6' O.C.
NOTE: IN LIEU OF SPLICING AS SHOWN,
LAP STRONGBACK BRIDGING MEMBERS
FOR AT LEAST ONE TRUSS SPACING
STRONGBACK BRIDGING SPLICE DETAIL
and 2 are the preferred attachment methods
ATTACH STRONGBACK TO
WEB W/ (3) lOd COMMON_
(0.148'x3') NAILS OR
O (4) 10d BOX/GUN
28'x3.0') NAILS
r\i
0
2x6 (MINIMUM) STRONGBACK,
RESTRAINED AT EACH END.
STRONGBACK BRIDGING
SPACING REQUIREMENTS
Up to 10'
None required
10' to 20'1
20' to 30'
row (at center of span)
2 rows (1 at each 1/3 ohts)
30' to 40
3 rows (I at each 1/4 point
Over 40'
Space rows at 10' O.C. points)
�,J
ATTACH STRONGBACK
TO BOTTOM CHORD W
►All scab -on blocks shall be a minimum 2x4
"stress graded lumber.'
►All strongback bridging and bracing shall be a
minimum 2x6 "stress graded lumber,"
No -The purpose of strongback bridging is to
develop load sharing between individual trusses,
resulting in an overall increase in the
stiffness of the floor system. 2x6
strongback bridging, positioned as shown in
details, is recommended at 10' -0" O.C. (max.)
► The terms "bridging" and "bracing` are sometimes
mistakenly used interchangeably, "Bracing" is an
important structural requirement of any floor
or roof system, Refer to the Truss Design
Drawing (TDD) for the bracing requirements for
each individual truss component, "Bridging,"
particularly "strongback bridging" is a
recommendation for a truss system to help
control vibration. In addition to aiding in the
distribution of point loads between adjacent
truss, strongback bridging serves to reduce
"bounce" or residual vibration resulting from
moving point loads, such as footsteps,
The performance of all floor systems are
enhanced by the installation of strongback
bridging and therefore is strongly recommended
by Alpine.
For additional information regarding strongback
bridging, refer to BCSI (Building Component
Safety Information).
ITH
n°nnl�lmm�f
(2) t110 - 3' SCRE4�
a,
STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES" `P.w..H;,k�"'%�.,�
--WARNING!-- READ AND FOLLOW ALL NOTES UN THIS DRAVINGI
••• � �y
TC LL PSF
REF STRONGBACK
..IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to
follow the latest edition of RCS7 (Building Component Safety Information, by TPI and sBCAI far safe
• U 708
TC DL PSF
DATE 10/01/14
practices prior• to performing these functions. Installers shall provide temporory bracing per BCSI.�
Unless noted otherwise, top chord shall hove properly attached structural sheathing and bottom c
have
•
BC DL PSF
DRWG STRBRIBR1014
v V
Q []
��� I\ jj
shall o properly attached rigid ceiling. Locations shown for permanent lateral restraint of w=
as applicable. Apply plates to each fa
H7 or Details,
shall have bra pCIngost ins t.I s per BCSIand sections the
of truss and position os shown above and on the Joint Details, unless noted otherwise.
_
=
• _
•. SAT 0
BC LL PSF
I�LIII�\\\\I�JI�
AN ITW COMPANY
Refer to tlrowings 160A-Z For stontlortl plate positions.
Alpine, a division of ITV Building Components Group Inc. shall not be re sponsble for any deviation frQ+�
this drawing, an Failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,
9.
: `�
• tt�IIVC
Q ••
TOT, LD. PSF
Y 9• PPimg,
installation S bracing or trusses.
+ •w;�V.
/C� w�•wwu
A seal on this drawing or cover page listing this droving, indicates acceptance of professional
w.w,••
DUR. FAC. 1.00
13723 RlverporlDrive
engine �ing responsibility solely for thedesign shown. The suitability of
drawingSuite
QA' At
Al.
200
Aand TPI
for o structure Is the responsibilit of the Buildin ➢es( 1 Sec.2s
g
A�'�` N's
r fN0
16
SPACING
Maryland Heights, M063043
For n re information s e this job's general notes page and ,these web sites+
ALPINE: w w.olpineitw.co,; TPIe—Apinst.org; SBCA: www.sbcindustry.orgi ICG www.iccsofe.org
10/20/2016
If
Commentary
Camber may be built into trusses to compensate
for the vertical deflection that results from the
application of loads. Providing camber has the
following advantages:
• Helps to ensure level ceilings and floors after
dead loads are applied.
• Facilitates drainage to avoid ponding on flat or
low slope roofs.
Deflection and Camber
L = Span of Truss (inches)
D = Depth of Truss at Deflection Point (inches)
-------------------------------------------------------------------------
Recommended Truss Deflection Limits
Truss Type L/D Deflection Limits
Live Load Total Load
Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical)
• Compensates for different deflection Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical)
characteristics between adjacent trusses. Trusses
• Improves appearance of garage door headers
and other long spans that can appear to "sag,"
• Avoids "dips" in roof ridelines at the transition
from the gable to adjacent clear span trusses.
In accordance with ANSI/TPI 1 the Building Designer,
through the Construction Documents, shall provide the
Location, direction, and magnitude of all loads attributable
to ponding that may occur due to the design of the roof
drainage system. The Building Designer shall also specify
any dead load, live load, and in-service creep deflection
criteria for flat or low -slope roofs subject to ponding
loads.
The amount of camber is dependent on the truss type,
span, loading, application, etceteras.
Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical)
Roof Trusses
Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical)
Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical)
Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal)
-------------------------------------------------------------------------
Truss Type Recommended Camber
Pitched Trusses 1.00 x Deflection from Actual Dead Load
Sloping Parallel 1.5 x Vertical Deflection from
Chord Trusses Actual Dead Load
Floor Trusses (0.25 x Deflection
from Live Load) +
More restrictive limits for allowable deflection and
Actual Dead Load
slenderness ratio (L/D) may be required to help
control vibration. Flat Roof
Trusses (0,25 x Deflection
from Live Load) +
(1.5 x Design Dead
Load Deflection)
The following tables are provided as guidelines for
limiting deflection and estimating camber. Conditions or Note: The
actual dead load may be considerably
less than
codes may exist that require exceeding these the
design dead load.
recommendations, or past experience may warrant using
more stringent limitations,
ut11111Nu
y���j�w•H.."',�
..WARNING!.. READ AND FOLLOW ALL NOTES ON THIS DRAWING! 3
..IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
°'` • zi
v%
REF DEFLEC/CAMB
Trusses require e.trem, core in fobricoting, handling, shipping, installing and bracing. Refer to
the latest edition of BCSI (Hullding Component Safety Information, by TPI and SHCA) far safe$
practices pricer to performing these functions. Installers shall provide temporary bracing per HCSIyT
Unless noted otherwise, top have
��
U %08
DATE 10/01/14
DRWG DEFLCAMB1014
v V
chord shah properly attached structural sheathing onto bottom mar
Shalt have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of
—
• • .,
�l jlI
Q II—� O IILIII�\\V\l.11l IIL���
J or DRIC,et as applicable. Apply plates to each f
shall hove bracing installed per HCSI sections the
of truss and position as shown above and on the Joint ➢etoils, unless noted otherwise.
• t
•j [) AT O
III
Refer to drawings 160A-Z for standard plot, positions.
O f1
•
AN ITW COMPANY
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for deviation f
this drawing, any Failureto build the truss in confornance with ANSI/TPI 1, or for handling, shipping,
installation & bracing of trusses.
w /w-
••j. < 1 wf 1/ t
/C� \ ••�\�
13723 Rivelport Olive
A seal on this drawing or cover page listing this drawing, indicates acceptance f professional
,engineering responsibility solely farthedesign shown. The suitability and use of this drawing
ww'r•`
/f 1(J� ^''
SUlle 200
For any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
' � ILL
v,1 16
Maryland Heights, MO 63043
Form information a this job's general notes page and these web sites:
ALPINE: w w.olpineitw.con; TPI see
SBCA: w w.sbcindustry.org; ICC: w .iccsufe. org
10/20/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
( 13831-brodocK Kesidence -- Lot "1 UlamonO Janos Jensen Beach, FL - A7 )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
(a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web
member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
Negative reaction(s) of -318# MAX. (See below) from a non -wind load
case requires uplift connection.
160 mph wind, 24.33 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT Ii, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[12] W4X8 S 1.25
[16] W3X10 2.50 R 1.25
5X6 = 4X8[12] - 2X4 III 5X8 = 5X6
2X4 III FF=R T 2X4 III
4.5 4.5
(a)
3X4 = 4X6 = 5X6 - 3X10[16] = 5X6 = 3X4 - 3X4 =
3X4(A1) - — 3X6(A1)
z-0-o
IE alE 7-8-0 alE 27-4-0 �12 0 �I
7-0-0 I 21-0-0 I 7-0-0
35-0-0 Over 3 Supports
R=165/-318 Rw=185 U=235 W=8" R=1229 U=838 W=8"
RL=156/-156 R=2392 U=1596 W=8"
2-11-8
�3-0-12
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave FT/RT=20%G(O%)/10(0) 15 �•. as /4 QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft.
•'WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING) ,�
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
O•
TC LL 20.0 PSF
REF R408-- 24031
Trusses requlro c creme c... In fabricating, handling, shipping, I —[ling entl bracing. Refer c toll
latest atlition of GCSI (GuiIE[ng Cvmpvn nt S.fety Information. by TPI entl WTCA> for s.f.ty pre tit prl
ovpvrco rmin9 these func[ions. tlns[alleane�na`I provitlo temporary bracing pvs jCSl.r Unless noceOeetl- 1 e
cop chortl sbal [ M1nv. properly . tvehetl sV [u .I sM1catM1ing entl boom cM1ord M1nl l nay. a properly t
rigitl oiling. Locations shown for perm t l.[vral t.h t%Int of webs shall M1 ve b .clog Installetl $
a. T08 1 _
I =
TC DL 15 .0 PSF
BC DL 10.0 PSF
DATE 1 0/1 9/1 6
DRW HCUSR408 16293823
v V
ANE
LM
AN IrWCOMPANY
2400 Lake Orange Dr., Suite 150
10
thn J.in B3. G7 .r Ini as a plicablo. Apply pl. <es to ..eh faccoof cru C ntl posi tlon os shown above no .
e Jo c D.Cnlls. unless n eetl ocborwisA Rof.r to drawings —.1 forss nrda ra piaxv poll Clans.
Al piny, a tlivislon of ITW Dulltling Components Group Ina. shall t bo rvsp...lbly far any dovlation fr6y
tl row log. any fellurc co build CM1v truss In confo rmancv wIN ANSI/TPI 1, or for M1entlling, shl Aping,
Ins[a[[acion b bracing .f trass.s.
A eesl on thls drawing or cover pips listing this drawing. Indlestss —p-no. aT prof...lansl soglnssring
rospons jollity eo[.ly for iho tloslgn shown. T/lo sulceblllty end use of tJ,Is drawing for any atruccura Is th
vsponslbi llty of Vie Gal I'dOvsigner per ANSI/TPI , Soc.2.
_
S AT • -
. /� ��(F
I'�- •�• C
,c�,'•..<_ 1 , .•G���'
•�•"•••
S �I N
%ffl �IQ'Y ALNo
BC LL 0.0 PSF
TOT. LD. 45.0 PSF
HC- ENG SCN/WHK
SEQN- 813147
DUR . FAC . 1.25
FROM RC
Orlando, FL 32837
FL COA 90278
F.r more inform.tion s v thls Job's general not,. page and these web It,,:
al ALPINE: . p—itw.com: TPI: www.tpl—t—g: WTCA: www.sbcindustry.com: ICC:—.iaas.fo—I
SPACING 24.0 "
J REF - 1 W2408 Z1 5
Mrs �
... ..... ... ....
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
I, 13b31-t5ro00CK Kesicence -- LOr l ulamona JanCls Jensen beach, I-L - A7A )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense :T2, T3 2x4 SP #1 Dense:
Bot chord 2x4 SP #2 Dense :62 2x4 SP #1 Dense:
Webs 2x4 SP #3 :W6, W8, W15 2x4 SP #2 Dense:
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[121 W5X8 1.50 L 1.25
[131 W4X6 S 1.25
[251 W3X4 2.25 R 1.25
[341 W4X6 2.50 R 1.50
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point).
5X8 = 4X6[13] = 3X4
3X4
4X6(A2) _- bAULIZI — - "'
z� o_o
SS0919
160 mph wind, 24.33 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Calculated horizontal deflection is 0.12" due to live load and 0.23"
due to dead load.
Bottom chord checked for 10.00 psf non -concurrent live load.
Calculated vertical deflection is 0.49" due to live load and 0.95" due
to dead load at X = 15-2-0.
MWFRS loads based on trusses located at least 12.17 ft.
from roof edge.
3X4
5X6 = 3X4 - 5X8
4.5
2-1 -8
34L 3X4[25] _ �23-0-12
H0912 =4X6[34] _ 'I'
2X4 III 4X6 (A2)
7-0-0 21-0-0 7-0-0
14-6-0 0
o_g_o 12-0-0 _6_8 7-3-8
35-0-0 Over 2 Supports
R=1768 U=941 W=8" R=1606 U=818 W=8"
RL=120/-128
PLT TYP. 20 Gauge HS,18 Gauge HS, Design Crit: FBC2014Res/TPI-2007(STD) y*``� H,
'''k
Wave FT/RT=20%(O%)/10(0) 15 �s '•03Y QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft.
'WARN INGI H READ two FOLLOW ALL NOTES TO THIS DUDIN GI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
` ••
e v t
TC ILL 20. 0 PSF
REF R408-- 24032
1
Trassas r.g.ir, a trema ear. In labriea[Ing, hantlling. shipping. Installing antl bracing. R.I., t .,4 fall
th. lat.st .dill," of BCSI (Builtling Component Safety Infor.aeion, by TPI antl MCA) for sarety prated s Pri
r +
o. T08 1
TC DL 1 5.0 PSF
DATE 1 0/1 9/1 6
o p. r roan in9 thus. functions. shall Prh_ tempera ry bract ng Parnotedt i
DRW HCUSR408 16293839
clns[eli.
cop dhortl shall L... pr she —tat.hall he,Unless
st ..Coral rhea— antl brie.. ch 1 s all h c n proper ate
i j�E
r igld ceiling. Locations shown for per..... t lateral restraint of w.bs shall havo clog Insialletl 7�
=
BC DL 10.0 PSF
v V
��� NM
sacclons B3. 6T or B10, as oppllcabl e. Apply places co each facoeof tru and position as shown abov antl .
the Joint Details. Bolas n e,tl ..bla. A. Raf.r to tlrawings fee.
16OA-Zof truss andartl pia[. PasiGens.
Ponen P ospons any
Alpine, a division or ITW B.Ildin Com is Grou Inc. shall [ be r Ibl. rrr deviation r
P
; S AT O
BC LL 0.0 PSF
HC- ENG SCN/WHK
AN ITW COMPANY
yo
t
tl rowing, any fallow. [o bulltl�cho truss in .onTormanc. wl t1, ANSI/TPI 1, or for hantlling, shipping,
Instal Ia[l.. A ....log
f ��
j
�
TOT.
rf truss.=.
A seal on this drawing or listing thls drawing. Intl l acceptance
.•fr1�'
.�'
•e•en •w••• `
L.D. 45.0 PSF
SEQN- 813133
-
cover pogo d,Cas of professional englnssrin
rosponslbill[Y s.lrly Tor Cho dual,. M.wn. Tie ..1-bllity and usr of this drawing far any structure is tll
(`
I rrNG
*s"UN A1.
DUR FAC 1.25
FROM RC
2400 Lake Omnge Dr., Suite 150
rasponslbl l lty .f Cho Oal lding Doslg.ar par ANSI/TPI 1 5ee.2.
I dC`'
. .
SPACING 24 0 "
J REF 1 W2408
0,1a1o,FL 32831
For mar. InTor.atlrn s this Jrb's g...ra1 n s page and thee. web sites:
FL C AN027R
ALPINE: wwx.a.plod es. tom: TPI: ..tpinsc.org; MCA: www.sbc industry....; ICC: www.lccsafe—,
.
- Z1 5
—
.a, IL
1 U/2U/2016
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - AS ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense:
Bot chord 2x4 SP #1 Dense :61 2x4 SP #2 Dense:
Webs 2x4 SP #3 :W4, W6 2x4 SP #2 Dense:
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
4.5
5X6[11] - 3X6[17]
SS0712 = 4X6 [ 15 ] = 2X4 III
T2
Negative reaction(s) of -452# MAX. (See below) from a non -wind load
case requires uplift connection.
160 mph wind, 23.96 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
#1 hip supports 5-0-0 jacks with no webs.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[11] W5X6 S 1.25
[151 W4X6 S 1.25
[16] W4X6 S 1.25
[171 W3X6 2.50 L 1.25
[191 W4X8 1.75 R 1.50
[291 W3X4 S 1.25
5X8 = 3X4 - 3X4 - 5X8
�— M 6�X4 III 5X6 7X10 - 3X4 - H0510 2X4 III
3X6(A1)
4X6[16] 3X4[29]
4X8[19]
1,2
,O IE 7-8-0 BI 27-4-0
5-0-0 _1_ 25-0-0
�E 35-0-0 Over 3 Supports
R=-452 Rw=221 U=0 W=8"
R=3873 U=2409 W=8"
4.5
2-2-8
�3-0-12
4X6(A2)
12-0-° 1
5-0-0 _1
R=1700 U=1119 W=8"
PLT TYP . 20 Gauge HS ,18 Gauge HS , Design Cr i t : FBC2014Res/TP I -2007 (STD) t+p' jtf � H
Wave FT/RT=20°/B(0%)/10(0) 15r ••q3?'�/'�ti QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft.
••WARNINGI SH READ AND FOLLON ALL NOTES ON THIS DRAtINGI
••IYPORTANi•• FORNISH THIS DRAW NO TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
• �
'
TC LL 20. 0 PSF
REF R408-- 24033
Truss.s r,qulre c Creme earn In Tabrica[Ing. I.— Ing, shipping, Installing and bracing. Refar to arm Toll
l.t.st coition of SCSI (Building Component Sa l.ey Inrarmati.n, by WI and wrcA3 !.r aaraty pra.tola pri
o performing lunctl°ns. a rruct°11 Provido bracing per OCS.11 Unless notetl C Is
r O.708 1 c
TC DL 15.0 PSF
DATE 1 0/1 9/1 6
tlnstall
1 h.
top eM1ortl shall Lava properly a faehetl st oral shoathing ant bottom chord shall M1r.. . properly a
"g and
rlg d calling. Locatlans shown for permanent la[arol rcsVaint ai webs shall Lava braeing Installotl �C
a =
BC DL 10.0 PSF
DRW HCUSR408 16293831
L V
O r� p
��� Ire\ II�
AIlfl \\\IJI
sections 83. BT or BID, as aappli—I.. Apply plates t. each face of tr...sand position as shown abov a °
th° .hint Data ns. unless n tad ath.—is.. Rafar to drawings 160AA-Z faanaard plat. pasltians.
Alpine, a division of IT11 Bulltling Comp°n°nts Croup Inc, shall n t La rospanslbl. far any doulatlon f
• 1.
• S AT O
�j l._ r
BC LL 0.0 PSF
HC - ENG SCN/WHK
COMPANY
tl rowing, eny Tailor. t. build the truss In conforms nc. wiiM1 ANSI/TPI 1, or for handling, shipping, '
�•
•� _V
AN ITW
Inst.l lati.n S bracing .f tres=.a.
A tln,ing II•ting ehl• dN�lnp
•.�� .•�:
•••wll
TOT. L.D. 45.0 PSF
SEQN— 813145
2400 Like Orange Dr., Suite 150
ao•1 on thl• or eoyr P•g• Ina le•N• •capune• of proi•••lan•J •ngln••f In
r.spons lbllIW solely far the tloslgn shown. Th. aultablllty and use of M I a drawing far any structure Is ih
i,anslb°e. l l lty IF ". Building D.slg..r par ANSI/TPI 1 S2.
.+••
,yyG
{/NA� t�
DUR . FAC . 1.25
FROM RC
SPACING 24 . 0 "
J REF - 1 W2408 Z1 5
_
Orlmdo,FL 32937
FL COA 90278
Far m... inf°rmati.n s this ,J°b•a g.n... I n s pogo and _1 w.b
ALPINE: ..alpinci tw. com: TP1:—p—t.org: WCA: www.—ndustry.com; ICC: ww.lccsafo. erg
` • 10/20/2016
(13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - ABA 3-PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense •T2, T3 2x6 SP SS:
Bet chord 2x6 SP #2 :B2 2x4 SP #1 Dense:
Webs 2x4 SP #3
:WB, W9, W18, W19, W20 2x4 SP #2 Dense: :W10 2x4 SP #1 Dense:
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 72 plf at 0.00 to 72 plf at 5.00
TC- From 36 plf at 5.00 to 36 plf at 13.00
TC- From 72 plf at 13.00 to 72 plf at 30.00
TC- From 72 plf at 30.00 to 72 plf at 35.00
BC- From 10 plf at 0.00 to 10 plf at 15.17
BC- From 20 plf at 15.17 to 20 plf at 27.17
BC- From 20 pif at 27.17 to 20 plf at 35.00
TC- 362.25 lb Conc. Load at 5.04
TC- 137.36 lb Conc. Load at 7.09, 9.09,11.09
TC- 346.17 lb Conc. Load at 29.96
BC- 156.27 lb Conc. Load at 5.04
BC- 86.99 lb Conc. Load at 7.09, 9.09,11.09
BC- 854.77 lb Conc. Load at 12.94
BC- 788.00 lb Conc. Load at 29.40
BC- 151.97 lb Conc. Load at 29.96
Calculated vertical deflection is 0.67" due to live load and 1.25" due
to dead load at X = 15-2-0.
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point).
Laterally brace TC below filler @ 24" O.C. (or as designed)
Including a brace on TC directly above both ends of filler
(if no rigid diaphragm exists at that point)
SS0712 -
3 COMPLETE TRUSSES REQUIRED
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bet Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Repeat nailing as each layer is applied. Use equal spacing
between rows and stagger nails in each row to avoid splitting.
(**) 2 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning requirements.
160 mph wind, 23.96 ft mean hgt, ASCE 7-10, CLOSED bldg. not located
within 4.50 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Calculated horizontal deflection is 0.14" due to live load and 0.25"
due to dead load.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
Bottom chord checked for 10.00 psf non-concurrent.live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[111 W3X4 S 1.25
[131 W5X8 1.25 L 1.25
[141 W4X6 2.00 L 1.50
[23W3X4 1.75 R 1.25
[351 W4X6 2.50 R 1.50
[361 W5X8 1.75 R 1.25
5X6 -
4X6[351
4.5 5X6 - 4X6[141 = 3X4[231 = 3X8 - 2X4 III 4.5
3X6(A1) = sx4LIII - aauala
2X4 III 5X8[131=3X6(**) III
2X4(**) III
2X4 III
3X6(A1)
*3-0-12
� 5-0-0 _I_ 25-0-0 5X8[361 I 5-0-0 J
I 14-6-0 o f8 io 12-0-0 a r$ ro 7-2-0 =I
fE 35-0-0 Over 2 Supports
R=2956 U=2841 W=8" R=3158 U=2985 W=8"
2-21-8
Note: All Plates Are
3X4 Except As Shown.
PLT TYP. 20 Gauge HS,18
Gauge HIS, Design Crit: FBC2014Res/TPI-2007(STD)
,fir` Oy H,
Vt
Wave
FT/RT=20%(O%)/10(0) 15
*•q3Y 'y QTY:1
FL/-/5/-/-/R/-
Scale =.1875"/Ft.
"IMPORTANT" FURNISH EA
PO**WARNINGI** RD AND FOLLOW ALL NOTES ON THIS DRAWINGI
TXIS DRAWING TO ALL CONTRACTORS INCLUDING TXE INSTALLERS. +�
'
: • ••
TC LL
20.0 PSF
REF R408-- 24034
Trussas roquiro o tremo cars In fabricating, handling, shipping. installing antl bracing. Rorer to or Tall o. T08 1
tho letosc od ician of BCSI (Bullding Component snfaty Informaclon, by TPI one WTCA) for sbracy Pracotls pri r f'
o [M1eso functions. tG�vporary bract BC51. Unloss
TC DL
15 .0 PSF
DATE 1 0/20/1 6
Pnrformin9 tlnstallersucM1all provitln ng Par noeetl C is
[op chord sM1all M1ava proporly a tachetl ser tural sM1aathing antl boe[om chard shall Nava a proporly a r,�tl
rigid calling. Laa^tlans shown for permanent latarol rostr - of wobs steal l haves bracing Inseallad 7�C
A
BC DL
1 0.0 PSF
DRW HCUSR408 16294062
v V
���
actions 83, B] ar B1O, as applicable. Apply plazas to oacM1 Ta woof for antl posiilon es shown ebav ntl a
[ho Joine Oc[ails, unions n tatl otherwise. Rofar to tlrawings t6OA-Z lorsstontla re plate posltlons, a
Al pine, a tlivlsion or ITW Ballding Camp^nanta Croup Inc. shall lot ba rosponsiblo for any davlatlan r
• iJ AT
F
BC LL
0.0 PSF
HC- ENG SCN/WHK
y�
awing, any failure to bulltl tM1a trans In conformances with ANSI/TPI ,, ar for hantlling, sM1lpping,
�� ��
:
•�
AN ITW COMPANY
Instnl lotion & bracing of erussas.
ff!///r, ` • •.y�,�
•••••su
TOT. LID.
45.0 PSF
SEQN - 81 5220
A sbsl on chi• eruing or cover psgo II•ting ehls drsrlrig. Inelestes sae•pesnes eT prof•u lend snpins•rin
rbsponslbillty oolblY for No tlmlgn shown. Tho sultablllcy ene usb br this erering for any hcruccurp Is th
••••
�s/s/r���� C�
DUR FAC
1 25
24O0 Lake Dmnge Dr., Suite l$D
^sponslblllc f late Bulleing Doslgnar per ANSI/T l , Sec.2.
*r {/ �w Q
. .
.
FROM RC
Orlaado,FL 32837
For mar. Inrarmation s this Jabs genaral ^alas pages one theses wab altos:
gjmpf°""'�
SPACING
24 0 "
J REF - 1 W2408 Z1 5
FL COA HO 278
ALPINE: TPI: www.al pinaltw.com: www. tpinsc.org; WrCA: www. bclntluscry. com; [CC: www.IccsaTo.org
.
-11,, •
10/20/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
tinji-orooOCK Keslaenee -- LOL I ulamona Janos Jensen beach, rL - 61
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "136" uses design values approved 1/30/2013 by ALSO
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
reI
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
In lieu of structural panels use purlins to brace all flat TC Q 24"
OC.
MWFRS loads based on trusses located at least 7.50 ft.
from roof edge.
4X8 = 2X4 III 4X8 =
9-0-0
i�E 23-0-0 Over 2 Supports
R=1211 U=617 W=8"
RL=158/-158
+11-4-0
Lz::2 - 0 - 0::.j
7-0-0 _I
R=1211 U=617 W=12"
Design Cr i t : FBC2014Res/TP I -2007 (STD) H � .
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 -•• '�/��`4,TY;1 FL/-/5/-/-/R/- Scale=.25"/Ft.
f� V
��� NM
AN ITWCOMPANY
2300 Lake Orange Dr., Suite 150
Orlando,FL 32837
FL COA 90278
—WARNING]" READ AND FOLLOW ALL NOTES ON THIS DRAWING] yT
"111PORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses requlro v ernme core in fabricating, h—di ing, sM1 1pping, Inscolling and bracing. Re tar t Zfoll
latest ndltion or BC51 (Duiltling Component Safety Inrormatl on, by TPI and WTCA) for safety pro tic p I
o verrorming ihasaa runctions. tlnchn nnannnna n provltlo evnpora ry brae ing per gLSL avenless notoo coih�'w lso
top cno rtl sM1nll M1nve properly a [a a st aural sM1caiM1ing and bottom chortl shall h a proporly a h
r lgid calling. Loe clans sM1own for perm C Intaral roseralne of webs shall havo bracing Installatl p BCS
C„ccions BG, 07 or 610, ns eopplicabla. Apply Tlatns a —l"g raconor cru i position as I.n abovo tl o
a Jolnc Octails, amass n cad otherwise. Ra or to wings 160A-Z fors lord plaza pen elen..
Alpine, a tlivision of ITN Builtling Components Group Inc. all n t bo responsible for any tlevletlon fretiC
drawing, any failuro to build Cho truss In conformance wIN ANSI/TPI 1. or for handling, shipping.
installetlon 8 brocing of tra..n..
A so.l en NI. dr.Ning or cov.r p.Ro Il.ting NI. dr..ln9. Indies"..eupUne. bT proT...lon.l lllnwrin
rospons lot nee solely Tor Uo Eoslgn sho_. W. s..Ubl nl yl and ... or chin tlrewing for any .er ere In N
rvsponslblllty oT the B.1. ding Dnsign— per ANSI/TPI 1 Sec.2.
For mare Infermatlen . this Job•, goner.) nets. Page and -.So web .len.:
ALPINE: www. a 1pinoicw.com; TPI: www.tpi—t —g; Wwnw TCA: .Sb.Indu ry.00 : Icc: www.lccsafo.org
'
�s' 6. 7110
. 11J0
1 / g
t S AT O
�� f '['�V CQ
.� 1
�` .. •'G�
'c N ,
I �'+ •• •' ' 't
`'4~ff Al
TC ILL 20.0 PSF
TC DL 1 5.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT. LD. 45.0 PSF
REF R408 - - 24035
DATE 1 0/1 9/1 6
DRW HCUSR4013 1 6293895
HC - ENG SCN/WHK
SEQN- 813684
DUR. FAC . 1.25
FROM RC
SPACING 24 . 0 "
J REF - 1 W2408 Z1 5
II_ & lU/LU/LU10
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - C2 )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
4X8
2X4 III
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 4.50 ft from roof edge, RISK CAT II, EXP D, wind TIC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
In lieu of structural panels use purlins to brace all flat TIC @ 24"
OC.
4X8
A r
_1%
�2-0-0_ �2-0-0:
5-0-0 ,I, 13-0-0 _I_ 5-0-0 _I
I EE 23-0-0 Over 2 Supports _I
R=1211 U=618 W=8" R=1211 U=618 W=1211
RL=130/-130
2-2-8
Design Cr i t : FBC2014Res/TPI -2007 (STD) H.
,� ¢+
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 ,�' 3�/n`Q,TY:1 FL/-/5/-/-/R/- Scale=.25"/Ft.
"WARNINGISH READ AND FOLLw ALL NOTES ON THIS DRAWINGI -
.-IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TC LL 20. 0 PSF
REF R408 - - 24036
!�///^\\\V
a
AN ITW COMPANY
2400 Lake Orange Dr., Suite ISO
Trusses 11qu11. a t — care In fabrlee[Ing. handling, shipping, installing and bracing. Rofer to ..J; I l
the latest etlitlon of BCsI (Building Compon n[ safoty Information. by TPI and WTCSI for safety praetih I i
o Perfoormi n9 [hose func[lons. [Ins[allaanenhall provide .G _d�ry 111e1n9 Per BC51. Unless no[ed o`h0'wl
sap onartl dhoti na�a properly a tachetl st rural shca[hing and bot[um eM1urd sM1all M1ave a prop_ a hV
rigitl c fling. Locations sM1own for perm t lateral restraint of webs shall Lava bracing Installetl p ecs
sections 63, B] , B4O, as aopplieable. Apply plates to each faceooi [or Id"tl position as shown above d a
the Joint Detail unless n [ed o t.. isA Rerar to drawings , If f Plato posi[la,
Alpine. a division of ITW Building Components Group Inc. shall n [ be responsible far any de�latio. froti[
tlrawing, any failur. to build the truss in conformance with ANsI/TPI ,, or far handling. shipping.
inswl laeion cing or trusses.
&bra
A oe.l on [hl. dnwlnp or eovor p.ya I1.tlnp thl. dnwln0, Indld.t...cc.ptmw oT proT...lon.l MRInNrinp
rosponslbl l ity sololY for Uo 'Deign shown. The su leeblllty end use IT to is drew ing for .ny structure Is eh
respansiblllty of ". Building Oasignor par ANSI/TPI 1 Sac.2.
o. T08 1
: __
{
t S AT O
,�.� .a: ���Cf
w. . tip_ . G`�1
!• (t �. a �
fT'O• -����
f U 1N `N[`,F�
of/ IW
TIC DL 15.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT. LID. 45.0 PSF
DATE 1 0/1 9/1 6
DRW HCUSR408 16293897
HC- ENG SCN/WHK
SEQN - 813686
DUR . FAC . 1.25
FROM RC
SPACING 24. 0 "
J REF - 1 W2408 Z1 5
Orlando FL 32837
FL COA 90278
Far mar. Inr.... tian s chis ,jnW. ge ...I s pogo and th.s. wob sIt..:
ALPINE: wvnw.alpinoicw.com: TPI: www. tPinst.org: W,CA: www.sbcintlustry.com; ICC: www.iccsafa.arg
A l U/LU/LU 1 o
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
,13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - C3)
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense :T2, T3 2x4 SP #1 Dense:
Bot chord 2x4 SP #1 Dense
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
#1 hip supports 3-0-0 jacks with no webs.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[101 W4X6 S 1.50
[191 W4X6 S 1.25
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
6X8 = 3X4 = 2X4 III 5X6 = 6X8
4.5
4.5 2
*(A
*1 1-4-0
4 4II X1) XI6 L:::2-0-0:�J �2-0-0:�J
I. 3-0-0 _I_ 17-0-0 _I_ 3-0-0 ,I
23-0-0 Over 2 Supports _I
R=1114 U=511 W=8" R=1114 U=511 W=12"
�!!4
Design Cr i t : FBC2014Res/TPI -2007 (STD) ....;� k,Qf
PLT TYP. 20 Gauge HS,Wave FT/RT=20%(0%)/10(0) 15. t�l�' •. QTY:1 FL/-/5/-/-/R/- Scale=.25"/Ft.
/\
1
IIIJ�I
A
�] L^ � N IE
AN ITW COMPANY
•'WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
•'IWPORiANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses ire a t — arc in '.—Cahn antllin s I in instbllln and b aein Refer tb antl oll
raga x r c g. M1 g, h pp g, g r =•
chc latest edition of BCSI (Building Componan[ Safo[y Inlorme[len. by TPI antl WiCA) for afa[y prae[IeeS prl
p Perform 1'9 iho.a functions. [ Insta llarsuchall provido [emporery bracing par BCSI. Unla.s notad mth L1G
[oP chord .Fall haves properly a tach.d sir total shaathing antl bottom chard shall haves a properly a oat
rigid tailing. Locations sM1bwn for perma nenC lateral restraint of webs shall havo bracing installed pa BCS
Ch. J ns BD 8] or B10, as aepplicebll Apply places to oath faceeof iru [and posltlon as shown above '
Ch. Joint Details. unto.. n petl c.M1erwisA Rofar co tlrawings .C. .1 fors. and rtl pieta post [ions.
Alpine, a tlivisian aP ITW Building Components Group Inc. shall n [ bo responsible far any davla[lan tram%
drawing, any failure ca builtl the Yruss In conformances with ANSI/TPI 1, or for handling. shipping• M1
instal lotion & bracing mf trusses.
D
' U. 7O8 '_
q
AT O • , ="
A� + •� (`4✓Q
A • .• 4
'�••..n.w '•G`t�'
TC LL 20.0 PSF
TC QL 15.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT. LID. 45.0 PSF
REF R408 - - 24037
DATE 10/20/16
DRW HeusRaos lszsaosl
HC - ENG SCN/WHK
SEQN- 815225
2400 Lake Orange Dr., Suite 150
A —,I an this Cr..11 nO or tovor p.pa Il.tlnW tb 1. Cr.ring. Inalea— aeeapian,, of rare an .n=1n.•rinp
rasponslblll[y sololy for eho daslgn sho.m. Tha suitablI lty antl use of thla tlrar Ina for any .true orb 1, eh
rasp°n.lblll[y or u,g Dultdlag Ooslgner par ANSI/TPI ] SaC.2.
t`.SIQ��`
�! 4 F \�\
N1A
DUR. FAC. 1.25
FROM RC
SPACING 24.0 "
J REF - 1 W2408 Z1 5
Orlando FL 32837
FL COA H0278
Far mare inrormaclen . this Jabs ganaral n . pogo and [ha.a wesb site.:
ALPINE: www.alpincitw.com: TPI: cpins[.org; WTCA: www. cindustry.c ICC: ..i.... fo.grg
'
- -
10/20 2016
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - D1 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 :W4 2x4 SP #2 Dense:
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
(a) Continuous lateral restraint equally spaced on member.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
MWFRS loads based on trusses located at least 30.00 ft.
from roof edge.
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point).
(++) - This plate works for both joints covered.
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non -concurrent live load
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[ 61 W4X6 4.75 R 1.50
6X8
2X4 III
11-4-0
III
5-2-8
3X6(A1)
2X4 III
5X6 (R)
L-C2-0-0
13-0-0 _I_
7-2-14
3-6-0 —1-1-9-0-1-2-0-2 —1— 12-11-12
20-2-14 Over 2 Supports
R=1106 U=343 W=8"
R=918 U=411
RL=197/-43
30g3114101 N,11U,/„
os x H
Design Cr i t : FBC2014Re -2007 (STD),1%
s/TPI
PLT TYP. 20 Gauge HS,Wave FT/RT=20%(O%)/10(0) 15.
1� t: •. QTY:1
FL/-/5/-/-/R/-
Scale=.3125"/Ft.
"WARN INGI*•READ AND FOLLOW ALL NOTES TO THISINCLUDING
••INpaRTAN!•• FURNISH THIS ORANING TO ALL CONTRACTORS INCLDDING THE INSTALLERS.
�'
TC LL
20.0 PSF
REF R408-- 24038
Trusses requi.. c tremo cars in fabricating, h ndling, sM1ipping, installing and bracing. Refer t. and '.II
th. latest ealcion of BC51 (Builtling Component 5afaty Information. by TPI and WTCA) for safety praetlee= p�yrpl
w: o. 708 1
TC DL
15.0 PSF
DATE 1 0/1 9/1 6
/ \
o P.rcorming 1 oso functions. t ..h.11 at...t... I ah..do c.mpnrarY braein9 Par BC51. Unless notee oVha e@I
tapcM1ortl sM1allhM1ave properly a tachvtl at to sheatM1ing a e I-- chord ah 11 M1ava a properly a
i
;
BC
v/ \V
1
�^
IIIIJ�I
rigid tiling. Locations shown f r permanent I rstraini of webs a..iI ha.. bracing in-tanetltpe Bey
sections B3. B] or B10, as aopplicabl.. Apply plateslto e g fat oof iru tantl position as shown ab e '
the Joint D.tails. .nless n tvd athcrwise. Rafe, to tlrawings 16OA-2 fors- .nd.rtl pl.ta pesitienw.
Z S AT O :
,
DL
BC LL
10.0 PSF
PSF
DRW HCUSR408 16293836
pon s Croup Inc. s all n t be rosponsibl. far any d.viation from
Alpine eivlsion of ITW Builtling Com00
drawing, any failure co build the truss inecanfa rmance wIthhANSI/TPI 1, or for handling.
(�
�. a
0.0
HC- ENG SCN/WHK
SEQN- 813235
AN ITW COMPANY
s pping.
i -tal lati.n 8 prating .f tr.--e-.
sic •...., �••'\�
TOT. LD. 45.0 PSF
_
Ansoal on thls drawing or eoyor page Ilating thls d...Ing, Indlcstsa se ptancs of profsasl coal anglnw lop
rosponslblllty sololy for tho doslgn shorn. Tho sul[ebllity entl usa oT ihla tlr.rinB for any structuro Is U
�4 �0N A•^ `�\1
'off
DUR. FAC.
1
FROM RC
2400 Lake Orange Dr., Suite 150
resp.n-lblllcy .f th. Building Doslgnar por AxSIRPI 1 S.e.z.
rMn 1pM►
.25
SPACING
24 0 "
J REF 1 W2408 Z1 5
Orlando FL 32837
For mo info ... tion - this J.b's general s paga and the-e wob -ita-:
FL COA 90278
ALPINE: www..lpin.itw.com: TPI: www.tpinst —g; WTCA: wrw.sbcindustry.com: ICC: www.iccsafv. org
.
-
10 20 2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
k 1ijb3-1-brOCIoCK Kesicence -- LOr I Ulamona aanos .Jensen beacn, FL - UZ
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 :W4 2x4 SP #2 Dense:
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
Bottom chord checked for 10.00 psf non -concurrent live load.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[ 71 W4X6 4.75 R 1.50
[15] W4X6 2.00 R 1.25
[16] W4X10 5.37 L 2.25
[22] W3X8 2.50 R 1.25
[23] W3X4 1.25 R 1.75
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point).
3X6(A1) = H0912(++) _
L<2-0-0
4X1O[16] =
(++) - This plate works for both joints covered.
160 mph wind, 15.00 ft mean hgt, ASIDE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Right end vertical not exposed to wind pressure.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
MWFRS loads based on trusses located at least 30.00 ft.
from roof edge.
4X6(R) % 2X4 III 3X4(R) [231 III
11-0-0 ,I, 9-2-14
3-6-0 =-1-9-0—Ic2-0-2--12-11-12
Ic 20-2-14 Over 2 Supports _I
R=1106 U=364 W=8" R=918 U=427
RL=171/-42
4-5-8
11-4-0
Design Cr i t : FBC2014Re s/TPI -2007 (STD)
PLT TYP. 20 Gauge HS,Wave FT/RT=20/D(O%)/10(0) 15. 1� 7•: ��, QTY:1 FL/-/5/-/-/R/- Scale=.3125"/Ft.
a
NF�
LM
AN ITW COMPANY
"WARNING I•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.A.
Trusses require a t eme are in fabricating, naneling, snipping, installing one b acing. Rofer to ane-oll
nc etlition ofrDCSlc (Duiltling Component Safety Information, by TPI one WTCA)rfor safety practice¢ 1p,.
coperformingiM11, functioly tlnstallersuchall Provieo tvmPorary bratin9 pergC51. llnless no<ee ot✓�
ep ebbre shag l nave properly a taahae sir =oral shearnmu ana bottom more shal l nova a properly a
rigie telling. Locations sM10 n for permanent late rai restraint of webs sM1all M1avo bracing Installee pCS
see[ions B3, RT or D,O. sssnaoppl lcable. Apply plates co each Pacvoof iru tone position as shown above
=M1e Joint DC[ails, unle tee otherwise. Refer [o erawin s ,GOA-Z iorss antlare late sitlons.
g p pa e
Alpine, a eivi sion of ITW Duf1IIIg Components Group Inc. snail n t be responsible for any tleviecion tram
awing, any failure to builtl the Ith ANSI/TPI i. or for naneling, shipping,
inscallacion acing of trusses.
& bracing
o. 708 1 -_
=
i Y
=
�� O
•r��cy�
��• ft • •���
•qa•„s... •"'
TC LL 20.0 PSF
TC DL , 1 5.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT . LID. 45.0 PSF
REF R408 - - 24039
DATE 10/19/16
DRW HCUSR408 16293856
HC-ENG SCN/WHK
SEQN - 813233
2400 Lake Orange Dr.,Suile 150
A peal on thin Erarina or tbvbr pope Ilating thla Era.ing. Ind IC-8 —pt — or prefaaalpnal n101n••ring
rospons:bility solely rer thb deal'. shown. Tho su ltablllty ana use of Uls drar in9 for any strueturo Is ti,
rosponslblllty or — Du11AIng Daslgner per ANSI/TPI , See.z.
S
N A� �t
gRlIIMH{Wyp
DUR . FAC . 1.25
FROM RC
SPACING 24.0 "
J REF - 1 W2408 Z1 5
Orlando FL 32837
FL COA N0278
Far mare information s this Job's general s pogo one theca web =Ito=:
ALPINE: www.a 1pincl tw.com; TPI: www, tpi nst.org; WfCA: www.sbcineusery.com; ICC: www. l ccsafo.org
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
I, izozi-aroaocK Kesiaence -- Loc I ulalnono aanas Jensen ueacn, rL - us
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 :W4 2x4 SP #2 Dense:
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
(J) Hanger Support Required, by others
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
MWFRS loads based on trusses located at least 30.00 ft.
from roof edge.
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point).
4X6[15] —,,4X6(R) Ill
H0912(++) _
5X6 (R) \\\
4.5 F—
V -J
-a
5 57'�
4X6[6] _ 4X10[161
3X6(A1) _
L<2-0-0
(++) - This plate works for both joints covered.
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non -concurrent live load.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[ 61 W4X6 4.75 R 1.50
[151 W4X6 2.00 R 1.25
[161 W4X10 5.37 L 2.25
[221 W3X8 2.75 R 1.25
[231 W3X6 2.50 R 1.75
2X4 III 3X6[23]
3-8-8
3X8[22] = 3X6 III
9-0-0 _1_ 11-2-14
3-4-7 �1_10_91-2-0-2 — 12-11-12 >�
20-2-14 Over 2 Supports
R=1106 U=387 W=8" R=918 U=439
RL=144/-41 H=H1
Design Cr i t : FBC2014Res/TP I -2007 (STD)
PLT TYP. 20 Gauge HS,Wave FT/RT=20%D(O%)/10(0) 15.E l�•.' �� TY:1 FL/-/5/-/-/R/- Scale=.3125"/Ft.
/\
1
�^
IILIrJI
AN ITW COMPANY
2400 Lake Orange Dr., Suite 150
—WARNING] " READ AND FOLLOW ALL NOTES ON THIS DRAWING] a
..IMPORTANT..FURNISH THIS DRAWING TO ALL COMPACTORS INCLUDING THE INSTALLERS. _
Trussos rogulr. .......
c ama ory In labricating, M1antllln9. shipping. Instolling and bracing. Refer to anr,ll
chc In[ese n olrBC51`cBalltling Component Safa[y Infarnatlan. by TPI and WTCA) !or safety prav[le'� p I
o Pchord ha cheso lunctlons. trnstaltorsucM1all provlda tanporory 11111n9 Per BCS1. Unless notiM oCh -wlpo
tap chord shall hove properly a tachetl s[r [ural sheathing and Eoetom eho rtl shall M1ave a proparly a "
rigid ailing. Loeatlons shown !or permanent lateral restrain[ of wah shall have bracing Ins[alled p BCs
soc[lans BD B7 or 8n es aopplicthn—I..Apply pla[os to each fac oof truss.. d ,d pl t. as shown abovo 4 o
cho Joint Dotells, unless n tetl Deno.. a Refer [o drawings IeDA-2 fors anaa ra plate positions.
Alpine. divlslon o! ITW Building Compon s Group Inc. shall lot ba rasponslot. far any devlaelan frees
drawln ras
g, any fnllpro [o builtl cho t s In con(o rmanco wl[h ANSI RPI 1. or for hantlling, sM1lpping.
Inseallo[ivn & bracing of [.asses.
A eoel en tble tlnwlho or cover peoe Ilet lnp NIe tlrew lno. Intlleetee eedDtenee of profeeelone lrlmtuolDaerl"o
rosponslbl l lty sololy for tho doslgn shorn. Thv eultablllty and use of this drewing for any se ro Is th
responslbillty of Cho Building Daslgoer par Axsl/TPI 1 Soc.2.
.
y 0 708 1
C =
: _
'
i S AT O a
,� •r '��
•1
' . tj .
�' ..• G�
,^r At
/��Y �/'�Y �' �[\
4*'l+febnlw�
TC LL 20.0 PSF
TC DL 15 .0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT. LD . 45.0 PSF
REF R408 — — 24040
DATE 1 0/1 9/1 6
DRW HCUSR408 16293867
HC - ENG SCN/WHK
SEQN — 813269
DUR. FAC. 1 .25
FROM RC
SPACING 24 . 0 "
J REF - 1 W2408 Z 1 5
OrlxndD,FL 32g37
FL COA k0278
Fer mars infarmatlen s this J,b•s ganaral not., pogo and `base web sitar:
ALPINE: www.al pinvl[w.com: TPI: www. ipinst.org; MCA: aww.SbclnEustry.com; :CC: www. 1—ft-9r
1
11111� rl 10/20/2016
( 13831—Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL — D4 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 :W4 2x4 SP #2 Dense:
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
(J) Hanger Support Required, by others
(a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web
member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC.
Bottom chord checked for 10.00 psf non -concurrent live load.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[ 6] W4X6 4.75 R 1.50
[19] W4X8 5.25 L 2.00
[21] W3X4 2.75 R 1.25
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point).
6X8
H0912(++) _
5X6(R) \\\
4.5
0-3-
5 57. TJ-
4X6[6] _ 7 4X8[19]
�(Al
L,zE:2-0-0
IE 7-0-0
3-4-7 T 1-10-9 T 2-0-2
(++) - This plate works for both joints covered.
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Right end vertical not exposed to wind pressure.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
MWFRS loads based on trusses located at least 30.00 ft.
from roof edge.
3X4 = 4X6 _
2-11-8
(a)
*11-4-0
3X4 [21 ] 3X6 III
13-2-14
12-11-12
I< 20-2-14 Over 2 Supports
R=1106 U=418 W=8"
R=918 U=450
RL=118/-40
H=H1
PLT TYP. 20 Gauge HS,Wave
�ptM,ansulnraf,+,r'�a
Design Cr i t : F13C2O14Res/TPI -2OO7 (STD) ta�
�8 ���!!.eH; k,Q''%•,�
FT/RT=20%(O%)/10(0) 15.E 1.9 TY:1
FL/-/5/-/-/R/-
Scale =.3125"/Ft.
//�\
/ \
/�\\\
14 ��� �,�
IIII1���
AN ITW COMPANY
2400 Lake Orange Dr., Suile 150
'"WARNING]" READ AND FOLLOW ALL NOTES ON THIS DRAWING]
••IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses requlrc extreme care In fabricating, hanaling, sM1lpping, Installing and bracing. Rear to anaaloll
the latest colt... of RCS] Cfiulloing Component Safety ].format..., by TPI a.tl wrcA, rar safety prate a. prl
o porform ing these functlans. tlactallerruchall provltlo temParary braeln9 Per BCSI. Onless notetl ott h�
tap chord shall have properly a t has st Cure. sheathing ana bottom cM1ortl shall havo a properly a
ngla ccI l Inge Locations shown far Parmanc.t lateral restral.t o£ webs sh.' I Haut breeing installetl p WCS
LhcYlons 63, RT or B10, $5s^oppl.cabl a. Apply plaits tltf Ia 9 tattoo£ ire Cana position as shown abovo tl a
. Jo..t Deta.ls, unl tad atne rwlse. Refer to aw, ngs t6— forss a..lol Plata pslilan=.
Alpine, a division oP ITW DuIltling Components Group Inc. h AN n t be responslblo for any aevlatlon iron
drawing, any faller. to builtl th. truss In canto rmanca with ANSI/TPI 1, or for hantlling, shipping,
Instaliatla. & bratl.g .f tr"==e=.
A eoel on thl. dre.ing or eov,r pi Il.tlnp thl. an.lnW. Inelp.t.. eec.pt.nc. of prof.e.lonel •npinNrinp
rosponslblllty solely for the tl.slWn shoe.. 7ho sulteblllty antl use of this tlre.ing for any structure Is th
rasponslblllty of — Wulltling ooslg.er par ANSI/TPI T Sea,2,
y rye 7108 '� ^,�
i ?
F
• • 5 AT O
• =
^A" • L.
�•• ` ..� f V
.f`�
IQ Lr/O(yg. �\
a„
NA11UD�p, W
TC LL
TC DL
BC DL
BC LL
TOT. LID.
20.0 PSF
15.0 PSF
10.0 PSF
0.0 PSF
45.0 PSF
REF R408 - - 24041
DATE 1 D/1 9/1 6
DRW HCUSR408 16293833
HC - ENG SCN/WHK
SEQN- 813264
DUR . FAC . 1.25
FROM RC
SPACING
24. 0 "
J REF - 1 W2408 Z1 5
Orlando FL 32837
FL COA H0278
For mart I.f.rmati.n = thls Jobs g..... I n = pag. ana those w.b . a lspas:
ALPINE: wwwpinoltw.cam: TPI: www. tpinst..rg; W CA: www. bclntlustry.com; [CC: www.ic—f. erg
r 1
�� 61
10120/201
6
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - D5 )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x6 SP SS :62 2x6 SP #2:
Webs 2x4 SP #3 :W8 2x4 SP #2 Dense:
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 72 plf at -2.00 to 72 plf at 5.00
TC- From 36 plf at 5.00 to 36 plf at 7.60
TC- From 72 plf at 7.60 to 72 plf at 20.24
BC- From 4 plf at -2.00 to 4 plf at 0.00
BC- From 20 plf at 0.00 to 20 plf at 5.03
BC- From 10 plf at 5.03 to 10 plf at 7.60
BC- From 20 plf at 7.60 to 20 plf at 20.24
TC- 362.25 lb Conc. Load at 5.03
TC- 137.36 lb Conc. Load at 7.06
BC- 156.27 lb Conc. Load at 5.03
BC- 86.99 lb Conc. Load at 7.06
BC- 706.92 lb Conc. Load at 7.60
7X10 sa 3X4
1) =
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
(J) Hanger Support Required, by others
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
(101 W3X6 2.50 R 1.75
[161 W3X6 2.75 R 1.25
[171 W4X6 2.75 L 1.25
[181 W4X6 2.50 R 1.75
[211 W3X6 S 4.50
2X4 III 3X6 [ 161 =
4X6[181 =
3X6[211 III
LeE2-0-0
5-0-0 ,I. 15-2-14
IE 20-2-14 Over 2 Supports
R=2001 U=1356 W=8"
R=1345 U=838
H=H1
��uu(mnrurrr,„nn�,�
Design Cr i t : FBC2014Res/TPI -2007 (STD)
PLT TYP. Wave FT/RT=20%D(O%)/10(0) 15.E •.' �•• ����P' TY:1
FL/-/5/-/-/R/-
Scale =.3125"/Ft.
f V
IIIL.I�I
AN ITW COMPANY
••WARNI NGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
..IMPORTANT-- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses requlro c tremo care In fabrlcating. M1antlling. sM1lpping, installing and braeing. Rvfor to antlaloll
latest etlltlan of BCSI (Bulltling Component Safety I.,...a- , by TPI antl WTCA) far safety prae.le PrI
o Performing mesa functlonsW t lnstallerruchall prowl- temporary bracing per BCSI. Unless ..too othIhf
top <h.,d s 11 nave properly a tachetl st tural eM1cat "g antl bottom chortl snail have a praporly attns ahe n for par mane..laBC
83BT or 810. ss^ ppllcablc. Apply plates .a a.cn fac000f tru Z.-Id plot. as 11. abovetl o
the J... odi-i , an la tea otherwise. Rofcr to arawings t6- Porss tl rtl pwte pesltlana. y
A 1p I. , a y sion of ITW Bulltling Components Group Inc. shall n t bo responsible Par any tlevlatlon £ron% 1
tlrawing, any lallury to bulltl tM1v truss In con£ormancc wltll ANSI/TPI 1, or for M1entlling, sM1lpping,
Instal lotion & braeing of truasaa.
e'
y 708 1
O
=
=
• 5 Al' O • �,
• v : �� r
I/''►♦ • (.
A.••y/` , • V�
/sF ..,,,,,... G��
TC LL
TC DL
DL
BC ILL.
TOT. LID.
20.0 PSF
15. 0 PSF
10.0 PSF
0. 0 PSF
45.0 PSF
REF R408 - - 24042
DATE 1 0/1 9/1 6
DRW HCUSR408 16293863
HC- ENG SCN/WHK
SEQN - 813816
2400 Lake Orange Dr., Suite I50
A seal on ehl• Eruing or cover page listing this tlrswing, Intllestss seesptsno, of proTuslonal sngln-Ing
rosponsl bllley sololy for tho Coslgn shown. Thv sultebllMy antl usv of thls drawln Tor any structure Is th
responslblllty of t. Bulltling Oos lg..r For ANSI/TPI , Bee.z. g
' s "
DUR.FAC.
1.25
FROM RC
SPAC I NG
24 . 0 "
J REF - 1 W2408 Z1 5
_
Orlando, FL 32837
FL COA N0278
For mare I--... I.. s this jeb•e 9... ral n s paga antl thee. web a pee:
ALPINE: www.al pinal.w.cem: TPI: tpinst.org; WTCA: www. sbclntlustry.c ICC: www.lccsa £o.org
' 1
.1
)ni?nnnu
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
k 1-1-Dr—um RCJ I UCIIGC -- L L 1 u l amunu aanu5 Jensen neacn, rL - UO
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
(J) Hanger Support Required, by others
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead .load is 1.50.
3X4(A1)
LE�2-0-0
5X6 =
3X4 =
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Right end vertical not exposed to wind pressure.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
MWFRS loads based on trusses located at least 30.00 ft.
from roof edge.
5-0-0 _I_ 15-2-14
20-2-14 Over 2 Supports
R=1100 U=466 W=8"
RL=95/-39
2X4 III
4X6
R=916 U=458
H=H1
Design Cr i t : FBC2014Res/TPI -2007 (STD)'�•�. H .
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 �•• 3Rl` TY:1 FL/-/5/-/-/R/- Scale=.3125"/Ft.
^
V
1
�^
IIILI�I
AN ITW COMPANY
2400 Lake Orange Dr., Suite lSO
Orlando FL 32837
FL COA 90278
""WARNINGISH READ AND FOLLOW ALL NOTES ON THIS CLUDI NGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require a creme care In £abrlcating, M1antlling, shlpping. Installing and braeing. Refer i rToll
!hc latest .tlitlon of BCSI (BUlltling Compon nt Sa£eiy InTormaelon. by TPI antl WTCA) Tor safety Pra !Ie¢ p I
o pnrco rm ing the—p—ls. t l nstall ce^Uehafl prowlth ,g end.ry brad n9 Per SCSI. Unless notetico<h@1xl
top eM1ortl shall have properly a Yaehetl sY !u al sM1catM1ing antl bottom chord shall M1ava a properly aCCie
rlgitl el I Ing. Loc tlons ..... for perm ... lateral rstralnt oP web s 11 1,— braeing Installed p BCS
tool.'- B3. B] - B10 — . pplltable. Reply plates to each facaoaf —u and rd pi..n as shown above d .
the.lain! Oclalls. sole !etl atM1erwlse. Refer !a tlrawings 160A-2 far s antlartl Plate pnsltlons.
Alpine. a tlivlslan of ITW Bulltling Compon.nls Group Inc. shall net be responslbla far any deviation Profit
d rowing, any (allure !o nu11d the truss in conformance with ANSI/TPI 1. or for h.ndling, shlpping,
i ea11ae & braeing .T trusses.
Anne.I en ehl, or..ing ed cs or page Iletln "1. dr..1n Indicates ac
osponslblllcy sgloly Tor iho Cosign sM1arn.° The sultebl°ic end use of Nls'tl� .io rTaf'wnongtl ang lnaarin`
Y g Y dueture Is h
ro P nsmnity or a Building Daslgner pee ANSI/TPI 1 See.2.
Far mar. Information s this Job's 9... ral 11te, page and then. web ICC: 51tes:
ALPINE: TPI:
www.alpincltw.com: www. tpinst.odg: WTCA: www. sbclndustry.c.m: wvw.lecsaro.org
,'
: ,.
O T�8 1
. +i
•
g'
t S AT O
: t.� r
�� (�/
.� 1 .f V
/C l •p•
�•••..,. G� .
I
4— � �� "
TC LL 20.0 PSF
TC DL 1 5.0 PSF
BC DL 1 0.0 PSF
BC LL 0.0 PSF
TOT. LID. 45.0 PSF
REF R408-- 24043
DATE 1 0/1 9/1 6
DRW HCUSR408 16293870
HC - ENG SCN/WHK
SEQN- 813614
DUR. FAC. 1.25
FROM RC
SPACING 24 . 0 "
J REF - 1 W2408 Z1 5
r , 0 10/20/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(, 13i531-t3rodock Kesidence -- Lot -1 Diamond Sands Jensen [Beach, I-L - U7 )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense:
Bot chord 2x6 SP SS :132 2x4 SP #1 Dense:
Webs 2x4 SP #3 :W12 2x4 SP #2 Dense:
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
(J) Hanger Support Required, by others
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
Special loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 72 plf at -2.00 to 72 plf at 3.00
TC- From 36 plf at 3.00 to- 36 plf at 7.60
TC- From 72 plf at 7.60 to 72 plf at 20.24
BC- From 4 plf at -2.00 to 4 plf at 0.00
BC- From 20 plf at 0.00 to 20 plf at 3.03
BC- From 10 plf at 3.03 to 10 plf at 7.60
BC- From 20 plf at 7.60 to 20 plf at 20.24
TC- 109.34 lb Conc. Load at 3.03
TC- 56.73 lb Conc. Load at 5.06, 7.06
BC- 74.40 lb Conc. Load at 3.03
BC- 42.71 lb Conc. Load at 5.06, 7.06
BC- 642.64 lb Conc. Load at 7.60
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[101 W3X6 2.50 R 1.25
[111 W3X4 2.50 R 1.25
[121 W3X4 1.25 R 1.50
[181 W3X4 1.75 R 1.25
[191 W3X6 2.50 L 1.25
[231 W4X6 2.50 L 1.25
[241 W4X6 2.25 R 1.75
4X12 - 3X4[11] = 3X4 = 2X4 III 3X4[18] 6X10 -
4X6[24]
4.5 FR
T
1-5 8
�11-4-0
�g�
2X4 III 3X6[10] = SS0712 3X6[19] = 4X6[23] -
2X4
4X6(A1) =
3X4[12] _
LE2-0-0
3-0-0 _I_ 17-2-14
20-2-14 Over 2 Supports
R=1644 U=837 W=8"
R=1185 U=576
H=H1
��µalllulmrrinrny„
M '
Design Crit: FBC2014Res/TPI-2007(STD) �•�����`
PLT TYP. 18 Gauge HS,Wave FT/RT=20%(O%)/10(0) 15 TY:1
FL/-/5/-/-/R/-
Scale=.3125"/Ft.
"WARNING]•• READ AND FOLLOW ALL NOTES ON THIS DRAWIRGI
•' IWFORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
•• �
TC LL
20 . 0 PSF
REF R408-- 24044
Trusses require a e emt era In rabrieaeing, M1andling, shipping, Insea111ng anC bracing. Rarer to anq}roll
locos[ ce fan rrBCSlc(BuilCing Campo. nt Safety Inrormatlon, by TPI antl WTCA) rar sarety pra.ti.e. pri
(~••
o. 708 i =
TC DL
15.0 PSF
DATE 1 0/ 1 9/1 6
/\
aeperfo rm ingi[heso functlans. tlnstallsrruchaln Proclaa temporary braein9 Per fiCSI. Unless noecC oachd-w ise
cap chortl shall have properly a [achetl t t rat s aining antl bottom eh,rd sM1all have a Propa 1 H
• ' =
BC DL
10.0 PSF
DRW
L�
rIgIG calling. Locations show. for permanent"I tarsi restraint of webs s n11 no bracing Instal etl p RCS
sections BU .i or 810, as spplicaele. Apply plaits to cash f16DA-Z for [antl position as shown about C a
[M1e .hint Details, unless n tetl otherwise. Refer to tlr.wings 160A-2 forss antlartl Platt paaltlena.
Alpin., a tlivision of ITW Bullaing Components Group Inc, nail n t bt response bit for any Covlatlon froti[
S S AT O : /�
BC LL
0.0 PSF
HCUSR408 16293874
HC - ENG SCN/WHK
Crowing, any failure co buIltl [h. truss in conformance with ANSI/TPI 1, ar for hantlling, shlppin g
.�• `,�/C
SEQN- 813827
AN ITWCOMPANY
Inscallatlan & bracing of tra.=e=.
.��.' •.,,,,,,,,,.••fir
TOT. LD. 45.0 PSF
A ss•I on this tlrsring or .over pails listing this drawing, InCle,tss •capt•neo of prof,sslen,l angln•,ring
S
DUR . FAC .
1.25
FROM RC
2400 Lake Olenge Dr., Suite 150
r..Panaiblllty sololY rar the Caslgn snore. Tho suitability and us. orenla Oraring for any _ru.tura Is ib
rosponslbl I Ity or tnt Dul IUIng Dvslgner Per ANSI/TPI 1 Sac.2.
♦N
,44'rI/���
SPACING
24. 0 "
J REF - 1 W2408 Z 1 5
011010 FL 12837
FL COA g027R
r
Far mere Information s this Jab's g...... n s pogo antl th.s. web altos:
ALPINE: www.alpinoitw.com; TPI: www.tpl,,[ rg; WTCA: - sbcintlustry.com: ICC: www. It... ft.org
e _ 4 1V/LV/LV10
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - E1 )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
(J) Hanger Support Required, by others
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
2X4(Al )
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP Or wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based on trusses located at least 15.00 ft.
from roof edge.
2X4 III
5-
2-0-0 J
14-0-14 Over 2 Supports
R=820 U=222 W=8" R=628 U=229
RL=211/-43 H=H1
PLT TYP. Wave
tuMaunnuurtw,hr
Design Crit: FBC2014Res/TPI-2007(STD) rah _ gIM H.
FT/RT=20%(O%)/10(0) 15 ••• B�/�`,TY:11
FL/-/5/-/-/R/-
Scale=.375"/Ft.
"WARNING] " READ AND FOLLOW ALL NOTES ON THIS DRAWING]
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. a�
'• :
TC LL
20.0 PSF
REF R408 - - 24045
/\
1
�^ NIF
IILI�1
AN ITW COMPANY
2400 Lake Orange Dr., Suite 150
Orlando, FL 32837
FL COA #0278
Trusses require cutrema care In £abrleating, haneling, sM1lpping, Inscalling entl braeing. Rorer to `roll
the latest etllelon oT BCSI (Bulltling Cooponant Sa TetY InTormaclan, by TPI antl WTCA> Tar sa Testy practic� prl
o pvrformlhe these run,,.rns. [Install v rruchall Provlth tomPorab1 braeing per BCSI. Unless notetl vth�wlso
top thor0 shall Lava properly v rer p. st tural sheathing vntl ofCtam chord shall haves a properly att h
rigltl telling. Locativns shown Tar permanvn< lateral restraint or webs shall have braeing I.stalletl P S
Cheelan^ BD B] or B4O, as o plleab r Apply places co cash faesoo£ err C ntl posit losn as shown above tl a
0 .la t Daea�ls, nlass n <atl atLa rwlsa. Refer to Erawinga 160A-Z fares antlarE plaeo peal [Ions.
Alpine, a Ol vlslon of ITW Bulltling Components Group Inc. all a be rospons ibly T any tlaviation rrotit
tlrawing, any (allure to bulltl the errs In eonrvrmancv wlth"ANSIRPI ,. or far hantlling, sM1lpp(ng.
lostallacion b braeing of trusses.
A I soson thls tlrswlnp or *,or page Ilsting "J. Crewing. InElestes •eeopesncw of profoselon•1 englnoorinW
rosponsl 1 llty sololy for eho tloslgn shorn. 'rho su leeblllty entl use of tM1ls Crewing for any strut uro la tL
responslbi l ley or tha Bulltling Dollgnar per ANSI/TPI , Svc.2.
For more information see this ,job's general n s pogo antl these web alto•:
ALPINE: vn.�w. a 1p1relcw.com: TPI: www tpl.st.,rg; Wwww. s TCA: bcintlustry.c www. I ICC: ccsafv.vrg
� 1
U 708 115.0DATE
: __
• ' _=
S S AT 0 //
�� �• `(PVC
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.•••V`
•" �7
S(/
A "44/fr � "'
TC DL
BC DL
BC LL
TOT. LID.
PSF
10.0 PSF
0.0 PSF
45.0 PSF
1 0/1 9/1 6
DRW HCUSR408 16293889
HC - ENG SCN/WHK
SEQN- 813673
DUR. FAC. 1.25
FROM RC
SPACING 24 . 0 "
J REF - 1 W24O8 Z1 5
A • lulLulluib
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
k-IJb3-I-t3roc1oCK Kesioence -- Lot -I Ulamoncl Janos Jensen beach, rL - tZ
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set l•1313" uses design values approved 1/30/2013 by ALSC
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC. •
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
2X4(Al )
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based on trusses located at least 15.00 ft.
from roof edge.
2X4 III
4X6
KMl`•l
5-2I-8
2-0-0 --J
L 13-0-0
20 i41
14-0-14 Over 2 Supports
R=820 U=228 W=8"
R=628 U=242
RL=197/-43=H1
Design Cr i t: FBC2014Res/TP 1 -2OO7 (STD)
PLT TYP. Wave FT/RT=20%D(O%)/10(0) 15.
�1�`� U1ti111 J/t11Np�f��,y,
as` �,��,..••H: ,�iQ'''��
���•'� t� ' ;��P}�Y:1
FL/-/5/-/-/R/-
Scale=.375"/Ft.
v V
1
d L^
IIILI�I
AN ITWCOMPANY
••WARNINGI •' READ /WD FOLLOW ALL NOTES ON THIS DRAWINGI a
••IWPONTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses raqulrn a eme are in fabricating, handling, shipping. installing antl bracing. Refer to and aI1
edition I, SCSlc1. ding Component Safety Information, by TPI antl WTCA) for safoty practi..S pri
o Performing 1 h.v functir., tlnscallersucM1all Pravitle temporary bracing Per SCSI. Unless noted oche i�
Cap chord shall M1 e properly a tachad sir coral sM1catM1ing antl bo[eom cM1ortl shall have a properly a
rigid ceiling. Locations sho n for permanent lateral restraint of webs shall havo bracing insealletl pc eC5
the Joint Details, unless tetl otherwise. Refer co drawings 160A-Z f antler rtl Plato pasiti ons.
saetlons B3tl B] ,. B10, asnaapplicable. Apply Places [o each f16DA-Z [dr stand posits. as shown aboveraa
Alpine. a ivision of ITW Building Cempanen s Group In—sM1all "It be responsible for any tlaviation f m
drawing. any l ilurc co build iha truss in canto rm.... with ANSI/TPI 1, or for hantlling, shipping.
installetlon & bracing of trusses.
'�
w• 0. 708 1 —
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: r
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.
• �•
'�kf
�• . .f
•••-••;•••••G��
TC LL
TC DL
BC DL
BC LL
TOT. LID.
20.0 PSF
15.0 PSF
10.0 PSF
0.0•PSF
45.0 PSF
REF R408-- 24046
DATE 1 0/1 9/1 6
DRW HCUSR408 '16293892
HC-ENG SCN/WHK
SEQN— 813677
2400 Lake Orange Dr, Suite 150
A so•1 on this tlrswing or eovor p•po Ilsting thl. drawing, Indldatos sdeept.nea of -professional mgInw 1
dsponslblllcy Boldly for t.. Eosign shown. Thd sul tablllty antl user di this drawing for any ecru ur. is th
rasp... I..lity of tba Banding Oaslgnor par ANSI/TPI1 sec. 2.
I,,*
j tN,l
sroi�Ai. �
�]R/4g1nM{WI1��
DUR . FAC .
1.25
FROM RC
SPAC I NG
24.0 "
J RE F - 1 VV2408 Z1 5
Orlando, FL 32837
FL COA #0278
For more information s this Job's gonara s page a thaso web sites:
ALPINE: www.a.Pinci[w.com; TPI: www.tpinsc.org; ;CA: --Ind ICC: www.iccsafc.org
-. r
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
T3i53-I-[SrocIoCK KeslOence -- LOL -I Ulamond wands Jensen beach, 1'L — E3 )
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
(J) Hanger Support Required, by others
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
ZX4(Al )
LIEE2-0-0
L.
r
R=820 U=234 W=8"
RL=184/-42
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TIC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Right end vertical not exposed to wind pressure.
In lieu of structural panels use purlins to brace all flat TIC @ 24"
OC.
MWFRS loads based on trusses located at least 30.00 ft.
from roof edge.
4X6 - 2X4 III
12-0-0 _ i _2-0-14
14-0-14 Over 2 Supports
R=628 U=254
H=H1
Design Cr i t : FBC2014Res/TPI -2007 (STD) as• �,�..••••.:.
PLT TYP. Wave FT/RT=20%(O%)/10(0) 15�0_0;rY:1 FL/-/5/-/-/R/- Scale=.3125"/Ft.
••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING]
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �
Trussos require a emc era in fabricating, M1antlling, s"Ipping. Installing and bracing. R.— co .,of.,,
etlitlon o rBC51`(Building Compon nc Sa lety Informatlan, by TPI antl gTCA) !or safety praeeleo4"prl
to
o Pahold ng [haseafunctions. br per SCSI. Unless notetl o=he l�
Pr.0 doh,,th
+
p
• Q. 708 1 .�
'
TIC LL 20.0 PSF
TC DL 15.0 PSF
REF R408-- 24047
DATE 1 0/ 1 9/1 6
DRW HCUSR408 16293887
v V
///---���r1 ^ f� rl1.
III II� I^` II�
/�/J I Iu=J IUI \\vll
AN ITW COMPANY
2400 Lake Orange Dr., Sidle 150
tlactal ananhall
"g Irdary
hold
hold s"a.I Lava properly a t M1atls total .M1. ..tg ant bottom cM1 1 steal l bava a properly a t cS
rigid ailing. Loc [Ions shown !or perm t lateral rescralne of webs shall bava bracing inscslletl p CS
[ions 03. B7 or BIG. as applicable. Apply platers to each later of tr end position as shown abo—
cha Joinca0ocnils, unless nocetl oche rvvise. Refer co tlrawings i60Ao-2 for seantart place positions, y o
Alpi tivislan of ITW Ba tin Cam Graa Ina. s all n t ba r Ibla rot davlation from '
p g Ponencs P es Pans ens
drawing, any failure co bulid'[h. toss i confer.....In ANSI/TPI 1. or for handling, shipping.
Instailatien b bracing of ..ease=. g
A .eel on tills drvIng or cover p.go Il.ting thl. dr..ing. Indicates .ee.pt.nc. of profws.lon.l ggln..rJ.
rosponslbll ley solely far the tleslgn shown. The sultabillty and use or Ill, Is drs.ing for any set uro la ih
rospunslbl l icy of the B.I Id ing Dos IS— par ANSI/TPI 1 Sac.2.
1 •
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.A •f' C
`
JC'� •...,,..•••''�t
f,S�ONAL- �1
R/rybl lylM
BC DL 10.0 PSF
BC LL 0 . 0 PSF
TOT. LID. 45.0 PSF
HC — ENG SCN/WHK
SEQN — 813671
DUR . FAC . 1 .25
FROM RC
SPACING 24 . 0 "
J REF - 1 W2408 Z1 5
Orlando FL 32837
FL COA 40278
t t
Far mars information s this Job's general s page ant ehesa web =etas:
ALPINE: www,alpinolcw,com: TPI: www, cpinsc.org: WTCA: www. sbclntustry.cam; ICC: www.lccsa la.org