HomeMy WebLinkAboutTruss Drawing 1
I►
SOUTHERN TRUSS COMPANIES, INC.
SOUTHERN RANDY@SOUTHERNTRUSS.COM
TRUSS 2590 N.KINGS HIGHWAY/FORT PIERCE,FL.34951
COMPANIES (800)232-0509/(772)464-4160/ (772)318-0016 Fax:
Project Name and Address: Meadowood Occupancy: X Single-Family
r Lot: _2 Block: County: Saint Lucie Multi-Family
Truss Company: Southern Truss Companies,Inc. Commercial
Truss Engineering Program: Simpson Component Solutions
Plates By: Simpson Strong-Tie
Contractor/Builder:Lennar Homes
Model: 2371 Elevation:A Options:
STATEMENT: I certify that the engineering for the trusses listed on the attached index sheet have been designed and checked for compliance
with Florida Building Code FBC2014. The truss system has been designed to provide adequate resitance to wind load and forces as required by
the following provision: ROOF FLOOR
Design criteria: ASCE 7-10: 170 MPH
Top chord live load: 20 P.S.F. Top chord live load: --- P.S.F.
Top chord dead load: 15 P.S.F. Top chord dead load: --- P.S.F.
Engineer:Brian M.Bleakly Bottom chord live load: * P.S.F. Bottom chord live load: --- P.S.F.
Address:2590 N.Kings Highway Bottom chord dead load: 10 P.S.F. Bottom chord dead load: --- P.S.F.
Fort Pierce,FL.34951 Duration factor: 1.00/1.25 a Duration factor:
Mean height: 16' IFfle C0Py-
Exposure: C It
*10.0 P.S.F.bottom chord live load nonconcurrent with any other live loads.
This is an index sheet submitted in accordance with the Department of Professional Engineering.
Tallahassee,FL.Engineering sheets are photocopies of the original design and approved by me.
No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID.
1 Al 21 A9C 41 FTA 61 VE 81 96
2 A10 22 Bl 42 GEA 62 VF 82 97
3 A10C 23 B2 43 Jl 63 VJ 83 98
4 A11CG 24 B3 44 J3 64 84 99
5 A11G 25 B4 45 J43 .65 85 100
6 A2 26 B5 46 15 66 86 101
7 A2A 27 B6G 47 J51 67 87 102
8 A3 28 137G 48 J68 68 88 103
9 A3A 29 B8 49 J7 69 89 104
10 A4 30 139G 50 J75 70 90 105
11 A4A 31 C1G 51 J7A 71 91 106
12 A5 32 CJ5 52 J8 72 92 107
13 A5A 33 CJ58 53 J8C 73 93 108
14 A6 34 07 54 MV10 74 94 109
15 A6A 35 CJ79 5 rvg`9 110
16 A7 36 D1 5�-i 1pbW_#-mn r i 26ppoWn a s TanT Ezo
17 A7A 37 D2G 57 MV58 77
18 Ag 38 D3G
5 or 78 G- vat tic d�a rw;s '�\-\i�lJ.l
19 A8A 39 D4 5 roview >z
20 A9 40 D5G 6 ions.This a►1 .58p < ly for rhview c: ±;ca*a!
As witness by my seal,I hearby certify that t�21 iw0e1mA6fn —' '-ar'�`�_'�` ' �`' = PE 7 5'1 _
v=x; r •tee —�=�
is true and correct to the best of my knowle �
h 1 with the iruornartaan
►b JR,,,fir—
cG documents.The subcontrT aor is
Name:Brian M.Bleakly Lic.#76051 oeftirming and cormthting all gmvhic.+mnd di:r: r:ticreay �,`, STATE OF f
selecting fabrication procegm:, and teeilli y!a of
- <C/
coectim 000ralinating his work wide if i*l cf all tray cw; � G � �'E'
s�
Monr his in a ry er. �j/ t .�7P�.'Dime
llllllll\
S7'LtTM 1t.WALE P.F-,#33915
1
' TYPICAL DETAIL, CORNER ® HIP
NOTE: NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT
for Wood Construction_
0 UP TO 265T = 2-16d NAILS REQ'D.
.L
132.5A per' Nail (D.0 _Factor=1.25)
nds to nails only have 0.83 of 0 UP TO 394TL = 3-16d NAILS REQ'D.
lateral Resistance Value.
12.
OVER F J1
A
n u u
u n u u i
�QA n u n u
n n u n n J3
_ Y
0 ® A 0 A �`!� o CU
J5 "'
7-0-0
HIP GIRDER
H7 (HIP GIRDER) A A ICA) A
' 12
OVER 9
TYPICAL CORNER LAYOUT
9-9-5
CORNER JACK GIRDER
CHORD HANGERS FASTENER
GIRDER JACK
TC — — — — — — — 2-16d nails — — — — —
J1—J3 TO HIP JACK GIRDER BC — — — — — — — 2-16d nails — — — — —
TC — — — — — — — 2-16d nails — — — — —
J5 TO HIP JACK GIRDER
BC — — — — — — — 2-16d nails — — — — —
TC — — — — — — — 3-16d nails — — — — —
J7 TO HIP GIRDER BC — — — — — — — 2-16d nails — — — — —
HIP JACK GIRDER (CJ7) TO HIP GIRDER TC — — — — _ _ — 3=16d nails — _ _ _ —
BC — — — — 3-16d nails —
MINIMUM GRADE OF LUMBEP, LOADING (PSF) S� NCR.: 257. y
T.C. 2X4 SYP n2 L D
B-C. 2X4 SYP a2 lop 20
BOTTOM 00 1�
_2X4_SYP No.3---- —
— SPACING 24" O.C.
RN
�.���� Fort Pierce Division
2590 N. Kings Highway,
[,,SOUTHE'
0�PAh.111E ( )Fort 0509 , FL( 7 )4 51800 232-0509 772 464-4160
http_//wmr ouLhvnUmsm FOX:(772)J18-0016
TYPICAL DETAIL (9 CORNER *- HIP
NOTE_ NDS=National Design Speci fictions ALLOWABLE REACTION PER" JOINT
I for Wood Construction_
I 132.5 9 per Nail (D.O.LFactor=1.25)IT
OUP TO 265� = 2-16d NAILS RE�'D_
nds toe nails only have 0.83 of ® UP TO 395# = 3—i6d NAILS REQ'D-
Idteral.Resistance Value.
I
n U U'j �� 1_ 72
�O A
n ri ti' n Y
t
tt n u it J3 1 01 m
® V A ® Q ® u�
H5 (HIP GIRDER).
5-0-0
HIP GIRDER
12 t
t t11
TYPICAL CORNER LAYOUT
7-0-14 ,. _
CORNER .LACK GIRDER
CHORD HANGERS FASTENER
GIRDER JACK
TC — — — — — — - 2-16d' nails — —
J1—J3 TO HIP JACK GIRDER BC — _ _ — _ _ _ �-'-16d nails — — — —
TC — — — — — — — 2-16d nails —
J5 TO HIP JACK GIRDER BC — — — — — — — 2-16d nails — — —
TC — — — — — — — 3-16d nails — — — —
I BC — — — — — — — 2-16d nails — — — — —
HIP JACK GIRDER (Cd5) TO HIP GIRDER TC — — — — — — — 3-16d nails
BC — — — — — — — 2-16d nails — — — —
;..
�iPai4lUki GPADE OF LUMBER LOADWG {PSF� -jN� 257.
•tip' T-C' 2x4 SYP a2 L D -
B_C. - 2x#-SYP r
---- --
� >rZ (
YIESS aJ, 5YP Na.3 HaTiO}d QO t
"" SPkClHG 24 O.C.
Y_
51 r TRU Fort Pierce Divisi(Dn SS 2590 N. Ktngs Highway,
-COMPANIES ( ) ort32 , FL 951
800 23Z-0509 0509 (772)-�64—$160
ht y/R,n th�r m Fax:(7721)318-0016
� T-BRACE / I-BRACE DETAIL
r
Note:T-Bracing/I-Bracing to be used when continuous lateral bracing;
fis impractical.T-Brace/I-Brace must cover 90%of web length.
Note:This detail NOT to be used to convert T-Brace/I-Brace
webs to continuous lateral braced webs. -
Nailing Pattern
Brace Size
1 T-Brace size Nail Size !Nail Spacing for One-Ply Truss
�- 1x4 or 1x6 _ 10d 8"o.c_
2x4 or 2x6 or 2x8 16d I 8"o.c. f Specified Continuous
Rows of Lateral Bracing
I
j Note: Nail along entire length of7-Brace/I-Brace j Web Size 1 2
(On Two-Ply's Nail to Both Plies) 2x3 or 2x4 11x4(*)T-Brace 1x4(*) I-Brace
2x6 1 x6(*)T-Brace 2x6 I-Brace
2x8 2x8 T-Brace 2x8 I-Brace
alternate position Nails -
- i Brace Size
�+ for Two-Ply Truss
.,
\+ \`
r;+;.� , •; 1 � �,'•� ` Specified Continuous
Rows of Lateral Bracing
+ 1\ SPACING
;} \ •�.\ � �•`�r'� I Web Size 1 2
\ 2x3 or 2x4 (2x4 T-Brace 2x4 I-Brace
•L
r k 2x6 12x6 T-Brace
WEB \ ' ��\ \ 2x6 I-Brace
2x8 1 2x8 T-Brace 2x8 I-Brace
k
��
V; ;� +
V. ti
' T-BRACE
Nails / Section Detail
\� T-B race
----►, ----�= ='--=-Web---- ------ - -- --------\------_- ---------------------- ------------ ----------------------------- ----------
{altemate position
Nails T-Brace/I-Brace must be same species and grade(or better) as web member.
(*)NOTE: If SP webs are used in the truss, 1x4 or 1x6 SP braces must be stress
Web I I-Brace rated boards with design values that are equal to(or better)the truss web
design values.
�i For SP truss lumber grades up to#2 with 1 X bracing material,use IND 45 for T-Brace/1-Brace
Nallsz For SP truss lumber grades up to#1 with 1 X bracing material,use IND 55 for T-Brace/I Brace,
L-BRACE DETAIL
I
Nailing Pattern Note:L-Bracing to be used when continuous
L-Brace size Nail Size Nail Spacing lateral bracing is impractical. L-brace
1x4or6 10d 8'•.o:c.
must cover 90%of web length.-
2x4,6, or 8 16d 8"o.c.
Note: Nail along entire length of L-Brace L-Brace Size
(On Two-Ply's Nail to Both Plies) for One-Ply Truss
Specified Continuous
Rows of Lateral Bracing
Nails Web Size 1 2
2x3 or 2x4 1A
2x6 1 x6 ***
y - - - - - - - - - - - -
" DIRECT SUBSTITUTION NOT APLICABLE.
SPACING
k
t
WEB
k L-Brace Size
t
-A for Two-Ply Truss
L-BRACE Specified Continuous
Rows of Lateral Bracing
Web Size 1 2
2x3 or 2x4 2x4 ***
2x6 2x6 ***
2x8 2x8 ***
" DIRECT SUBSTITUTION NOT APLICABLE.
Nails � Section Detail
L Brace
Web
4
L-Brace must be same species grade (or better)as web member.
I 'CS I -11
I
MINIMUM GRADE OF LUMBER �,, UNLESS SPECIFIED ON ENOINEER'S SEALED DESIGN, APPLY 1x4 'T"-BRACE, 807
Top Chord 2x4 SYP #2 SPF #1/#2 Of better LENGTrI OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER-ATTACHED
Boll Cheri( 2x3+ OR 2x4 SP 2N OR SPF 1 2 or better WITH Illd BOX (0,135"x20) NAILS AT 6" OC. OR CONi1NUEUs LATERAL BRACING,
(I # IP /# EQUALLY SPACE, FOR YERTICAL VALLEY WEBS GREATER TR1N 7 9
WebB 2x4 SYP #3 Or bolter MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'-0
(+)•2x3 MAY BE HIPPED FROM A 2xs. (PITCHED OR SQUARE) TOP CHURL OF TRUSS BENEATH VALLEY SU MUST BE BRACED WRHi
(04) ATTACH EACH VALLEY TO EVERY SUPPORTINOI TRUSS.WITH. PROPEJOY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS
1114 rAuATION
(2) 16d BOX (0.i36" x a,8"� MAILS'�MPH NAILED FOR on
PURUNS AT 24" OC..OR AS OTHERWISE SPECIFIED ON ENGINEERS' SEALED DESIGN
OR
07. CE 7-10 1 FBC AS PH WINO.
--r -� MEAN HEIGHL ENCLOSED BUILDING. �BY VALLEY TRUSSES USED IN LIEU OF PURLIN SPACING AS SPECIFIED ON
EXP. C. RESIOENCiAL, WIND TC OL-5 PSF. !ENGINEERS' SEALED.-DESIGN.
CUT FROM 2x8 OR (���),NOTE•TYWTH i11E PURLIN SPACING FOR BRACING THE TOP CHORD OF THE TRUSS
URGER AS REQUIRED BENEATH THE VALLEY 15 MEASURED ALONG THE SLOPE OF THE TOP CHORD,
i
(+*) LARGER SPANS MAY DE BUILT AS LONG AS THE VERTICAL HEIGHT DOES
4'-0" MOX NOT EXCEED 12'-0".
;BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN.
VALLEY
Im Y2x4 SPACING
8'-0" Max
SQUARE CUr
W4x4- (2)12d BOTTOM CHORD W2n WTx
BOTTOM P ORD (**)TOE NN YALL
• VALLEY. i
w1n3 Wix3 OPTIONAL STUB L OPTIONAL HIP
w:x Wlxs sx+ gaol END VERTICAL JOINT DETAIL
se
WTxa WixD
i
15'-0" Max
dxd COMA01 TRJ53ES
Al " 0 C,
f i
i
wlxa V S
1x3 Al 4
6'-0"Max Spacing 0
W1i4 W1x3 f WSMUrl I wixa Wsx+ - - -
PARTIAL FRAMING
20'-0" Max Pam.
SUPPORTING TRUSSES AT 24" O.C. MAXIMUN SPACING,
✓V ca ir— r--1 T r—t g
Erection hracin9 4 not the responsiblIlly of buss designer,plate manWaclurer Loadin
�a ndr Was Iabrlcalar,persarls erecting busses are caullened to seek professional TC LL 20 20 PSF
��'�'i7� I addce regarding erecllon bracing Which Is always required to preve toppling TC DL 10' .15 PSF
and daminoing doting erection;and ppermonenl bracing Which may be required In 5C DL 10 10 PSF
TRUSS�I+A� Fort Pleroe DivislOn spaalFro opplkalions.Sea'BCSI-tit Summory shoal Commanlary and racammen- BC LL 00 00 PSF
28aG N. Kings HI hway, dallals for handU g g p '(ip)
ae��ppagt�ra�p p,y1�r�R(��pp fort Plerea, FL �4951 ng,hlslolUn $bracing metal tole connected Woad 1111sses I. TOTAL LOAp 40 45 PSF
�r4JYV>f�p+aAgalp�� (B00)232-0508 (772)464—h180 TNsses era to be¢ratted and laden',in los(ened in a sirayhl and plumb position
Fax:(772?5ts-0O1, where no sheoUn h applied dlracly Io the lap clouds, they Shull be Weed as piry ( (F/CIG1 1.25 1.25
specilied on the buss;design,Truces shall be handle Willi reasonable care during
ImUm IvKmI da SPACING AT 24" O.C,
r
::�- - _.«=-_ =-=�_��:- z^v:,-- _-- ��;s:�_,;s>,•-"'_ ;�."":���.�.=err: '-- --`_=-:�-.=.-�-.�-----_��.-
-•.r _� =rr'a'=r '�:-i"`; _- '.:- _ ---- -�• ::,
_ •-�' `-•• _;:ram,:!-' �-S'-£i.�;, G-•F. ;.,�
1 G�*tWO This product is preferable to similar connectors because of 1'for�S
aJ easier installation,6J higher loads,cJ lower installed cast, 1Y,6 forgXs combination of these features- a. _ -
- TO.I -
-• All hangers in this series have double shear nailing-an
- innovation that distributes the load through two points on each joist nail for -� •�., - --�: -. r
greater strength.This allows for fewer nails,faster installation,and the use
of all common nails for the same connection.
Double shear hangers range from the light capacity LUS hangers to the d _ tilt fi
highest capacity HGUS hangers.For medium load truss applications,the
MUS offers a lower cost alternative and easier installation than the HUS or
THA hangers,while providing greater load capacity and bearing than the LUS.
MATERIAL:See tables below and on page 133. y .,
FINISH:Galvanized.Some products available in stainless steel or e 2"
ZMAX®coating;see Corrosion Information,page 18-19. w_,i B '''1'V �-c�� � HUS210
INSTALLATION -Use all specified fasteners.See General Notes. 1=14 (HUS26,HUS28,
-Nails must be driven at an angle through the joist or truss into LUS28 MUS28 and HHUS similar)
the header to achieve the table loads.
-Not designed for welded or nailer applications. _ h 2•-{ f�2�e.-{ -
OPTIONS:-LUS and MUS hangers cannot be modified.
-HUS hangers available with the header flanges turned in for - -
2-2x(31/s')and 4x only,with no load reduction.See HUSC
Concealed
Flange illustration. H � s
-Concealed flanges are not available for HGUS and HHUS. _ H a K
-See Hanger Options,pages 200-202,for sloped and/or
-skewed HHUS models. _
-Other sizes available;consult your Simpson Strong-Tie representative.
CODES:See page 20 for Code Reference Key Chart
8
®These products are available with additional corrosion protection. UT"HGUS28-2 3�• -
r
o Additional products on this page may also be available with this option, HHUS219-2 b99Y
check with Simpson Strong Tie for details.
C SC
0V These products are approved for installation with the Strong-Drive SD Structural- ,, - C nc)eated
Co Connector screw.See page 30 for the correct subs"on and SD screw size. - 1 !
v ON-.2 Flanges
y Min. Dimensions Fasteners (not available
MNo. Heel Ga W H B Carrying Carried j'P ii-1 for HHUS,
Height Member Member i yp! _ HGUS and
a ual!i± r HUS2x)
SINGLE2xSIZES
LUS24 2% 1%1 41/e 1% 4-10d 2-1Dd (Truss Designer
LUS26 41/a 18 134, 4M 1% 4-1Od 4-10d 1•See table to provide fastener
on page quantity for connecting r :r
MUS26 4% 18 1%s 5% 2 6-10d 6-10d 133 for multiple members
HUS26 4M, 16 1% 5% 3 14-16d 6-16d allowable together) Typical HUS26 with
HGUS26 435s 12 1% 5% 5 20-16d 8-16d loads. Reduced Heel Height
LUS28 43is 1B M 6% 1'/a 6-1Od 4-10d o
MUS28 63;s 18 M 6% 2 8-10d 8-10d Double Shear { Dome Double Shear
HUS28 61k 16 1% 7 3 22-16d 8-16d Double Nailing Nailing Side View
s 1 _ Shear Side View _
HGUS28 tilts 12 1% 7r6 5 36-16d 12-16d Nailing _ (available on z
Do not some models }
LU5210 41/a 18 1%s 713;s 13/e 8-10d 4-10d Top View , b nd tab )
HUS210 834 16 1% 9 3 30-16d 10-16d U.S.Patent5,6D3,58D 2E
0
U
-`_' � SPAllowableLoads SPF/HFAIIowableLoads
_DFAllowa6leloads z
Model _ z Code s
No. Uplrfi' -Floor Snow. Roo! Wrrid.-' Uplift Floor Snow Roof Wind Uplift, Floor Snow Root Wind Ref. z
- -_F-_-_` --- (a60� {10D) {715) {125) (160) ___(115)__(125)
SINGLE 2x SIZES
LUS24 490 670 765 825 1045 490 725 630 895 1135 420 575 655 705 895 y
LUS26 1165 865 990 1070 1355 1165 940 1075 1165 1475 10D5 74D 845 915 1160
MUS26 1D90 1295 1480 1605 1825 1090 1410 1610 1745 1825 940 1110 1265 1370 1570 17,F6,L17
d'HUS26 1550,f 22Q= D95_Y335W:;3335, 1550 2950 3335 3335 3335 1335 2330 2650 2820 2865
HGUS26 140.715 765y; 936D_zEBBS_;;;_3230_° `5390_= 1765 4725 5290 5390 5390 1520 3750 4200 4500 4635 17,L17
LUS26• Y1]65 -�1D0 255 _ 36D 25__ 1165 1200 1365 1480 1835 1005 940 1075 1165 1475
MUS28 1555 1730 1975 2140 2645 1555 1880 2150 2330 2645 1335 1475 1690 183D 2275 17,F6,L17
HUS28 2DOD 3965 4120 4220 4335 2000 379D 3960 4070 4335 1720 2905 3035 3125 3435
HGUS2B 3015 6745 6970 7125 7275 3015 6460 6705 6870 7275 2595 4960 5160 5290 5745 17.L17
wr
LUS210 '.__�765r;r _334D_. 525:=''.=65D=_i`20961; 1165 1445 1660 1795 227D 1DD5 1145 1305 1415 1745
-HUS210 .3D00 4255 :A995 -ASIS D20:: 3000 4105 4310 445D 4930 25BO 3150 3315 3425 3615 1T F6'L17
132 Note:For dimensions and fastener information,see table above. See table footnotes on page 133.
iY:Plaled.TritssCairriectdrs�`�r- - --_. -- - -_ - --:-_ ��""=�-.�."->_-iy==��'-�%_�- =����- s •
;:��e;,=:s-.-:� - •.w.: —..�'-`r`' ,.-- -- --�:.-z'`��5�'�`''�.-tea:.--�.-.�..e^�,-.—.�,-- �.-�."'.ss.._ _ _.,-�.,
-
I
®These products are available with additional corrosion protection.Additional products on �These products are approved for installation with the Strong-Drive SD Structural-
this page may also be available with this option,check with Simpson Strong-Tie for details. Connector screw.See page 30 for the correct substitution and SD screw size-
Min. Dimensions Fasteners =?DF/S_P_Allowalile Loads SPF/HF Allowable Loads
Model _ .; :=.:,:.- Code
No. Heel Ga Carrying Carried lJplitt' Floor Sriowt•:=?.Roof Wind Uplift' Floor Snow Root Wind Ref.
Height W H B Member Member ::(]60) :_(100)_=_(115)': (125)' .(160)_ (160) (100) (115) (125) (160)
DOUBLE 2x SIZES
LUS24-2 KO
18 3'% 31/e 2 4-16d 2-16d 440 800 910 985 1250 380 6BO 780 845 1070
® LUS26-2 18 31A 41% 2 4-16d' 4-16d =1165 =7U30 '�790-:E t32B()_;=_7625: 1000 980 1010 1090 1385 17,F6,L17
® HHUS26-2 14 334s 5% 3 1416d 6-16d :=155U '2785 1�155= '3905'.=4265:: 1335 2390 2710 2925 3665
HGUS26-2 12 35/,s 57/�s 4 20-16d B-16d 2]55 E s435$ ==48Z5''=,5230- 5575_ 1855 3750 4200 4500 4795 17,L17
LUS28-2 18 31As 7 2 6-16d 4-16d 1165 '1315 1500 1625 2060 1000 1125 1285 1390 1765
HHUS28-2 6%s 14 3% 7'/4 3 22-16d 8-16d 2000 4210 4770 5140 6440 1720 3615 4095 4415 5375 17,F6,L17
HGUS28-2 6% 12 3s/1s 73/s 4 36-16d 12-16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 17,L17
LUS21D-2 Os 18 tsB
2 B-16d 6-16d =-1745-`t!1830 �(j50=, 2265=2$�0': 1500 1565 1785 1935 2455
HHUS210-2 8% 14 3 3D-16d 10-16d '4003525 4835 5270 5380 5765
HGUS210-2 Sys 12 4 46-16d 16-16d 't;4095 9]ODr 91�0,-=9100 �700:= 3525 7465 773D 7825 7825 17 L17
TRIPLE 2x SIZES
HGUS26-3 4"/s 12 4% 516 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795.
- - HGUS26-3 -6Y -12 41M 7'/a- -4 -3616d- 12-16d 3235 --7460 -7460-- 7460 7460 2785" 6415- 6415 " "6415" -6415 - - -
HGUS210-3 8% 12 4'34s 9% 4 46-16d 16-16d •:1.4D95_497D0=_91a0: :`= IUD;,=_9100:_ 3525 7825 7825 7825 7825 17,L17
HGUS212-3 10% 12 4'sAis 10s/s 4 56-16d 2016d 5045 9600 9600 9600 9600 4335 8255 8255 8255 1 8255
HGUS214-3 12% 12 4134s 12% 4 66-16d 22-16d 5515 10100 10100 101D0 iD100 4745 8685 8685 8685 8685
QUADRUPLE 2x S17ES y
HGUS264 51h 12 6-'AG 5% 4 20-16d 8-16d '-2155'=435 '_=--08Z5 523U 5575`: 1855 3750 4200 4500 4795 �
;_.. -... --- ._... . -- 17,L17
HGUS28-4 7'/ 12 W. 734. 4 36-16d 12-16d =_3235==7460_=.7460= 46_0 : ;7,46A 2785 6415 6415 6415 6415 -44
ZZ
HGUS21G-4 9'/4 12 6%6 9As 4 46-16d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17,F6,L17 y
HGUS212 4 10%s 12 0s 10s/s 4 5616d 20-16d =3445F 9600 960D_- 9600`:=9600: .4335 8255 8255 8255 8255 0
---- - -- 17 L17
HGUS214 4 12% 12 6i4s 12'/a 4 6616d 2216d -5515_110100 01D0'-701DD '1010q' 4745 8685 8685 8685 8685
4xSIZES
0
LUS46 43h 18 314, 4% 2 4-16d 4-16d 1165 1030 1180 1280 1625 1000 880 1010 1090 1385 17,F6,L17
HGUS46 4% 12 3% 47A, 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 17,L17
HHUS46 45qs 14 3% 5%, 3 14 16d 6-16d 1550 2790 3160 3410 4265 1335 2390 2710 2925 3665
s LUS48 434 iB 3sfs 6'/a 2 616d 4-16d '11651315- 150D c�625 :_2060 1000 1125 1285 139D 1765
- - 17 F6,L17
W HUS48 b-As 14 3%, 7 2 6-16d 6-16d !`-1 15.95_=�815_' �796U''�47�_- 1550 1365 1555 1680 2115
_ -
g HHUS48 61h 14 3% T/s 3 22-16d 8-16d i7.-'2 `=4215':_-077Q `==515D='n6440= 1720 3615 4095 4415 5535
HGU548 6% 12 3% TV, 4 3616d 12-16d __3235 s4_6D-=:346D_ _=Z_460 `_-7460 2785 6415 6415 6415 6415 17,L17
z
> LUS410 6'h 18 3% 83Aa 2 8 16d 6-16d 1745 1830 2090 2265 2870 1500 1565 1785 1935 2455
17,F61 L17
® HHUS410 B-A 14 3% 9 3 30-16d 10-16d 3745 5640 6385 6890 7165 3440 4835 5480 5910 6165
w HGUS410 87Ais 12 3% 9 4 46 16d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825
}.....__
co HGU5412 107/�s 12 3% 107fis 4 5616d 20-16d500='_9600_- 4335 8255 8255 8255 8255 17,L17
HGU5414 11/s 12 335 12/1s 4 .6616d 2216d :_5515='�0104 =�D10D±_101U0= 10100_ 4745 8685 86B5 8685 8685
7 7 _.�'_-- -- ----
_.�-
y
- 6—o— — 1-.Uplift loads have been increased 60%'for wind or earthquake-loading-with no further -----T-ANSfTPISPF,-T-ANSITPISP and T=ANSITPIDF for allowable loads that consider
i increase allowed.For normal loading applications such as cantilever construction ANSVTPI 1-2007 wood member design criteria(see page 213 fordefails�
refer to Simpson Strong-Tie°Connector Selector"software or conservatively 5.Loads shown are based on minimum of 2-ply 2x carrying member.With 3x carrying
divide the uplift load by 1.6. members,use 16dx21h'nails into the header and 16d commons Into the joist with no
2.Wind(160)is a download rating. load reduction.With single 2x carrying members,use 10dx1W nails into the header
® 3.Minimum heel height shown is required to achieve full table loads.For less than and 1 Od commons into the joist,and reduce the load to 0.64 of the table value.
minimum heel height,see technical bulletin T-REDHEEL(see page 215 fordetar7s). 6.NAILS:16d=0.162'dia.x 31h'long.
4.Truss chord cross-grain tension may limit allowable loads.Refer to technical bulletins See page 24-25 for other nail sizes and information.
133
Southern Truss Companies,Inc. Truss: Al
T" h
SOUTHERN N.Idn Project Name: 2371-A
�.-�•,-r=-; P>s Hi wa� Y �
Component Solutions'*' TRUSS Fort Pierce,F134951 PPage: 81of22016 7:4107 AM
Truss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax
Version:2016.5.1 5
Span Pitch Qty OHL OHR CANTL CANT PLIES Spacing WGT/PLY
51-7-12 5/12 1 0-0-12 0-0-12 1-9-14 10-9-14 1 24 in 271 lbs
51-9-4
i
. 0-42a-1a� 721 7-1a11 7-"N' I 51-7 12 i s-8-0 5b15 �-12
2-1-14 1-11 9 17-11-3 25.9-14 339-14 40b14 46.0-13
5x6-
6
12 12
5F- -15
3x4/ 4x71
5 7
3x5/ 5x51
sb 5x35/4 8
3x4\
on 9
d 1x4 l
6 4x5- 4x5-
20
18 17 16 15 14 13 11
19 3x4- 4x4- _ 3x4- 4x4- 3x4- 3x4- 12 1x4]
6x6- - .__ _ - 6x8-
FTA
0-0-0 0-0-0
2-1-14 9-7-0 9-7-0 I 9.7.0 l 9-7-0 I Sb1s 5-Cr15
2-1-14 All 21-314 3D-1414 4L 14 46-0-13 51-7-12
Loading General CSI Summary Deflection L/ (loc) Allowed
Lad (pet) Bldg Code: FBC 20144 TC: 0.94(g.9) Vol TL: 0.56 in L/92 (16-M L 1240
TCLL: 21 TPI 1-2007 BC: U90(12-14) 1kd LL: 027 in L/999 (1b17) L/3CA
TCDL: 15 R.p E9rinoease: No Pkb: 0.99(3-19) Cant/OH TL 02bin 2L 1999 Oal]) 2L/120
BCLL: 0 D.O.L.: 125 Y. en Ct/OH LT-- 0.05m 2L7999 (all) 2L/120
BCDL: 10 H-TL: 0.1 in 12
Plate Offsets(nt: XAng): (125,3.2,0.) (-'00313,90) (3:1-13,4422) (4:a11,1-10r2) (5:0Q3-13,22) (6:043-13,0) Q:a0313,22) (&04.2-13,22)
(9:1a23-1,�) Ooas,3_zo.) N:an' 11 (2o43-0•(.) (3:0o.1-12.0.) (a:0a3gn) ( 0A2A0.) 06:og3-&a)
(17:OA20,0.) (18'P0.3-80.) (9.1-12..4.0.)
Reaction Summary
1T TA, Bm Cmdn Big Wdth Mat 'al R49g W&h Max Read Max Gew Uplift Max Wnd Uplift Max Upan M.Hui.
19 Pin(PAT) 1 8 m Cmmete Masmty 3.00 m Z225 ft - -6571ta -657lb. -212lbs
12 H Rol(PAI) 1 gin Cmuete Masonry 3.48 u 3,481 lbs - -1.01511s -1.01511a 0lb.
Material Summary Bracing Summary
TC SP(AISC62013)Ss 2.4 except: TC Bating. Sheathed m Puling at 3-1-0,Pmik dmitn by Other.
8-21 SP(ALSC67D13)N22x4
BC SP(AISC67D13)SS 20 crap]: BC Boeing Sheathed or Pork.,at 63.4 PWin design 1y 01hm.
10-13 SP(AISC6-2013)92 ZA
11k1e SP(AIM6.2013)UNStd 2.4 earept:
7-12 SP WSC62013)SS 2x4
Loads Summary
1)Thu Ines has boon designed fathe effects de to 10 psfbonmt chord lice lord pim dad 1.6.
2)This Inns has been designed C the eff 1s dwind lads in aceadanee with ASCE1-10 with the Ulming sea defi-d inp1:lA mph Wti.We.Etgosme C.FWk Enclosed,
GeHdit B dddng Cdegory B(=1.00),Oseell IDd9 D'ass 82 ft x 52 k h-16 k Not Fnd Zone Tnes,Neither and web cnsidemd DOL=1.33,CC Zone VA&h 12 ft.
3)bbnimun along.mie loafing in aeewdna with IBC TAN.1607.1 has bcm applied p,�( /
Load Case Lrl:Std Live Load �� \`�_'v,•B� ���/
Point Loads
r Mmla Lwatim Dirtctim I.ond Tdb Rldih
Bor Chd_ 11-&2 m"E 591bs_
~ '
IDad Case Dl:Std Dead Load � E 76051.yam
Point Loads
Mamba Laatim Diratim I.md RibRidlh
Bat Chd IIS2 D- 74 lbn
Member Forces Summary Table indmtes:Mamba M,tnvi CSL m c add fine,(max mryr.r adsaeat In.max axial fuse) i "ATE: /O�F� j
TC 2a1 0.000 2lbs 56 0.567 y395 lbs 940 0.810 457 lbs
67 .1.
1.2 0.400 .neN 0.531 61111. 10-21 0.001 21bs O� ``OR1D
2.3 0.411 4691ha 7-8 0.597 -1.33811n
3-5 0.712 -3,275lbt 8.9 D944 -1.495 b,
BC 10,11 0.807 70111bs (-5111bs) 14-16 ne04 1,431 IM (921bs) 19-1 Q405 2971h (.54lbs)11-12 0.n77 AI lbs (-511 lbs) 16.199 O.M Z347IM (-055 ft) �q/ANAL
244 0.902 905lbs -28N 1619 0.577 2921 Its -7411ba1
Pkbt 2-19 0.23 .6141b, 5.16 0.371 -967 lbs 7-12 0.893 -3,Z70Ibs /
3-19 0.993 -3,002 Me 6.16 Q489 1,365Its (-AH Its)8.12 0222 4801hs
318 0.116 325 IIa (-2 5811n)6.14 11394 568 Rn (-5Z71bs)9.12 0.565 1,0541bs (-795 lbs)
518 0.685 76711n (-360lbs)1-1-14 0533 881 Its (4131bs)9.11 Q096 A03 R.
NOTICE Ampy dthis design shall be famished to the.cation=badw.The desip ofthis indsidal Inns is bssed on design miteda and tequaomts nppdied by the Ism,Manufien-am mho y,m the aamra.y Brian A Bleakly
aced covgA t -dthe infumatim get forth by the Hdldi g Dmiper.A seal m Ibis dawmg indatea asr-pt--dpor simal engi-ing tespmsibslity solely fw the inns 1-1 det shwa.See the case Stint Fag N76051
}age and the"Important Infmtmtim&General Notes-fege for additional inf lion.All emneetor]data aMl be manoferh d b/Simpson SbonllTi.C-F-y.Inc in--do.-with ES1b2762.All rmneetor 2590 N.Mop High.FL Pisa.Ft 34951
plaw am 20 gab,unless the specified plate size is followed by a"l8"wbib indmta m 18 gmu;te plat.,or•S4 19'.wticb indatn a high tmaim 18 ppm0e plate.
J � Southern Truss Companies,Inc. Truss: Al
SOUTHERN 2590 N.kings Highway Project Name: 2371-A
TRUSS Fort Pierce,F134951 Date: 8/20/2016 7.41:08 AM
Component Solutions,�, 2 318-0016 Fax Page: 2 of2
4
Truss COMPANIES (800)232-0509 (772) 64-4160 (77 )
Version:2016.5.1 mild 5
Span Pitch Qty OHL OHR CANTL CANT PLIES Spacing WGT/PLY
51-7-12 5112 1 0-0-12 0-0-12 1-9-14 10-9-14 1 24 in 271 lbs
Truss-to-truss Connections Summary
ID Caaied Tnns Curling Tnes Cawing offset Angle
Tf41 FTA Al 114.2 90 deg
Notes:
1)When this tnus has been chosen fa tpadily es—ee inepeaim,the PlAc Pmcerrmt Methad paTPI 1-2002iA3.2,nau ce„ d.Cy=1.17.
2) ®InCetn oatti.—klaal vstramt(Cil)tcgi d a the laa�im(s)sh—.Rwa dClR emt b..I ptely dieg..Uy 6a�sa D-VIE C1RERA CF.F..Ill eGw
to C1Ra and diagonal b—g,see 6WEURENFORCE
3)listed wind uplift reactions besed on MWFRS Only loading
s
/
OENSF�����i
E 76051
TATE OF
��p�� 2�•2o1��[rJ
NOTICE Amy/dtbis design shell l fimiahed to the-*,
dthe inf lien let forth by the l3nlding Designee A seal on this bluing mdiellu el epno-omtraator.The deign dthis md'nidW tiros is 6nsed an d.ipt aiterie mdmgdt®m6 stgplicd by the Trma Mmdaetwe ud relies open the eawary Brian Xi Bleakly
and oompdelmne m dp�aimsl mgineoing n�pmsitilily solely fa Ne hens cmWmmt design shown.See the cav Stiui Fag ff79151
per and the-h pmen'ref lion&General Nate-{age fa additimel inf tim.All amneew plates eh U be mmdemaed by Simpsm Stymy Te Conpny,Inc in emutlanee with FSR-M.All mnncda
BM N.Kings Nigh.FL Pierre,F13M
pint.eta 20 gntge,des the specified piete eize i+room d �b a-18'which indicate m 18 gauge plate,.'SN Ir,which indicates a high tensim 18 gauge plate.
Southern Truss Companies,Inc. Truss: A10
SOUTHERN2590 N.kings Highway Project Name: 2371-A
TRUSS Fort Pierce,F1 3495 1 Date: 8/20/2016 7.41:08 AM
Couiponent Tr SolutionslM COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 of 1
Truss
Version:20165.1[Build 5
i Span Pitch Qty OHL OHR CANT L CANT R PUES Spacing WGT/PLY
39-M 0112 1 0-0-0 0-M 0-" 0-0-0 1 24 in 1931bs
39-0-0
r
7-9.10 I 7-9-10 7-s-10 7-9-10
7-s-10
7-9-10 157-3 234-13 31-46 39-0-0
1.57Gi� 4x5- 3x4- 3x4- 3x4- 3x5- 4x5- 1.5x31
TTI 1 2 3 4 5 6 7 8
I
N
eb
y�I
1
15 14 13 12 11 10 9
7x6- 3x5 HS 18- 3x4- 3x5 HS 18- 3x4- 7x6-
5x4-
B7G
O-0-0 0-0-0
9-9-0 9-9-0 9-9-0 9.9-0
9-9-0 19-6-0 293-0 39-0-0
Loading General CSI Summary Deflection L/ (loc) Allowed
toad (PI) Hag cone: - FBC 2014? TC: 0.69(4..) W1 n.: 0,721. L/639 (11-M L/240
TCLL 20 TPI 1-2e07 BC: Q69(10.12) Vat LL: a23 in /999 12 L/360
TCDL: 15 Rep Mklncrease: Ye W:b: a99(2.15) 11-11, 021. 9
BOLL: 0 DAL: 125% Creep Factor,Kor=1.5
BCDL: 10
Plate Offsels(JaeX,YA.0 (1:]-12,3$9a) (2fi43$0.) (3,41.12,0.) (4:043$Q) (5:043$Q) (6:041-1;OJ (7:043$Q) 1119a) -
(93-&3aa) 000n.3an) (11=1lza) tlzoa3ao.) 03oalazn) o4:)a34Lo.) us3aW.)
Reaction Summary
a Tcpe E"Como Beg Wdh Material Rod net,VJ&h Nfax Rezcl M.Gray Uplift Max Wad Uplift Max Uplift Max Hera
15 Pin(9h10 I 4 in Coa rn.Masonry 3.00 in 1755lba - -61211. fill the 0 it.
9 H Rd1(frtns) 1 1.5 in - 1001st 1:755 lbe - .612 lbs .612 Its; 0Iha
Material Summary Bracing Summary
Tc SP(ALSC6-2D13)SS 2.4 TC H—ing Sheathed m P�viWs vt L90-Pulin dwigs 1y Others.
BC SP(ALSC62713)SS A4 BC Bracing Shmthrd or PR Fms at 41D4 Pidin drip M Othen.
Pkbl SP WSC6.213)9YStud 2a4
Loads Summary
I)This toss has ban designed for the effects an.to 10 p fbonm,Thad lice lead ph.dead leads.
2)Tbu rose has baen designed f the effects ofwind IoaM i.eaxxalmm wish ASCE7-10 with the f.8.aing—deEned inpC TA mph dtimvie,F.V.—C,F&Iy Enclosed,
GaHNHip,Hdldieg CatcM IT 0=1.00),Osvall Hdg dims 82 It x 4It,It-16 ft,Not Fad Ime Truss,Nether end web considered DOL=1.33.CC Zen.Width 5.2 R
3)hemimm storage attic loading in accordance with IBC Table 16U7.1 has been applied
Member Forces Summary Table Indian-Member ID,rmx CS4 max awl fce,(mac comp.face ifd,r t eem max.d l r)
TC 1-2 0,497 Oft 45 Q688 -3,90 lbs 74t 0.497 01t. 1
24 Q485 -2.MIts, 5-7 a485 -2986M
BC 940 0.611 Z601-N (1,22711.) 12-14 0.691 3.843 R. (-1,227 T75 R.) \�\\ N ✓`/r- ///
10.12 Q f 691 3.90 (-1,775lbs 14.15 0.611 2.601 N (-1, 1b,
NH. 1.15 Q094 -224 N 4.12 Q 136 357 R. (-109 R.)7-9 0,986 ,7 m it.
2-15 0.986 -2,979 ths 5.12 Q136 3571bs (-109Iba)8-9 u0S4 -2241bs
2-14___._0.356 -9361M_._ _(-2M lbs)SIO_ 0.338_ -I.061f____._____
4-14 Q338 -1,061 list 740 a356 9361bs (-7M Its) 1
LE 76051 �
Truss-to-trussConnections Summary = t
ID Cacdmrd Tnsta Ca>ni. Trysts Cepving Offset Angle
- TT5 A10 B70 R944 90 deg {
Notes: b��� ATE OF j
1)When this hoa,has been cheaen fa godily.,—.;nspeciim,the Plate Placement Method pax TPI 1-200VA3.2aha11 be teed Cq-1.17.
STma4o s e cctim is f gaphiml intopetatim mly.Ahanger a ether stamtml emrectim sh.0 ba pewided to mist the max teactim and ytift shwa in the Rmctim �\ D
3)Provide adegueta Aai.W to ps—t pmmng �/ �,OR1 -/ ' .
4) ®Ivdkatn cmtinuan lmeml rmuaint(Cup regimd et the leamim(s)shmsn.Row.of CI.R=t be adegnlely 6agona8y traced,see D-WIDCIRHWCE For eltematis / s �\ \N
to CI.Rs and diagad bmcin&see D 4 tEINFORCE /// `S�ONAL
5)listed wind t4lift tmGtima based on MWFRS Only Ioading.
Z
NOTICE Acopy of this dip shall be banished to the aectim csatrades,The design of this mdsi&W treas is based m dsign criteria and.9ia®mts supplied by tha T M&..f6maer most teEm q—%a aaax-y Brim M Bleakly
and asaapletenns ofthe Mbao fion set fath ty the Bilr6ng Desipm A seal on this drawing indiestes—pt-ace dpofesaimal engineering msponsibdity solely f the trusts conpmmt design shown.Sea the case Sttt>x.Fog K76051
par and the'7mpatanl Inf tim A.Gmaal Noes"page f additimd inf tim.All rmneetor plates shall be mmsd-.trued ty Simpson Soong-Te Cary.ny,Inc in aceadance with ESP-ZX2.A8 cmncolor S90 N.Kmgs IBgb.Ft Pi—,FI 34M
Plates am 20 gatge,mina the spraeed pate size is Mewed by a'Ir which indicates m 18 page plate,or-SO 11r,which indicates a high tension 19 pge Plata.
Southern Truss Companies,Inc. Truss: A10C
SOUTHERN 2590 N.kings Highway Project Name: 2371-A
Component SolutionsTM TRUSS Fort Pierce,F134951 PDate: 8/20/2O16 7:41:08 AM
Tmss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax
Version:2016.5.1[Build s
Span Pitch Qty OHL OHR CANT CANTR PLIES Spacing WGT/PLY
39-0-0 5/12 1 0-M 0-0-0 0-0-0 0-0-0 1 24 in 214 lbs
39-0-0
4314 I 7-11-12 I 7-1(7-8 I 7-ID-8
3.7f 7-11'4 153-4 23-3-0 31-1-8 39-D-0
I
12 5x6- 3x4- 7x9- 3x5- 4x5-
5F— 3 4 5 6 7
4x6/
1.Sx3 1 -
1
22
1 10
16 15 14 13 G 18/ 3x4- 6x6- g
7x6- 3x4- 4x4- 3x5- 5xa4isJf8/ 2.31 2x8 I
12 12
C1G _ _ _ ._ _ .. _ .. _. D3G
0-0-0 0-8-0 0-8-0 0-0-0
7-11A i 7-0-0 I 6.11-12
7-111 15-3-4 223-0 2950 3530 39-0-0
Loading General CSI Summary Deflection Ll (loc) Allowed
Lord (ps0 Bldgcode: - FBC 271N TC: n75(4-5) Wt TL: 0.84m L/553 (10.11) L/240
TCLL: 2D TPI 1-7D07 BC: Q63(11-12) Yqt LL: Q29 m L/999 (10.11) L/MO
TCDL: 15 Rep We Incense: Y Wrb: Q88(3-13) H-M, n27 in 8
BCLL: 0 D.O.L: 125% Cnry Factor,Kc=1.5
BCDL: 10
Plate OffsW(Jnl:)I,Y,Ang): (1:1-12,3-1,9n) (2:00313.22) (3:0.1,}1z0.) (4:1d2,3$a) (5:0$3$a) (&OQ3$a> Q:3-%,ka) (3:1-n,449a)
(96Q34Q) (10.043-K0.) (11:00.3A767 (1204,15.33.) (131-12,3$0.) (14:043Qn) (15:3-8.3$Q) (16:343-B,Q)
Reaction Summary
JT Type &N Cade BrR Wdth Material Rgi Brg Wdth Maz R�aa Max Gray Uplift Msx Wnd Uplift Max Upli(t Max Horiz
]6 Pin(fora) 1 1.5 in - 3.W in 1:755 Ile - -5991 -5981M 26311.
8 H Rod(rms) 1 1.5 in - 3.00 in 1755 Its - -625 me •RS lbe 0lhs
Material Summary Bracing Summary
TC SP(ALSC62113)SS 2A excspt: TC Brazing: Sheathed a Puffins at 2,8Q Min design by Others.
1-3 SP V.LW6,2013)M 2x4
BC SP(AISC62D13)SS 20 "cep: BC Sa®g Sh.thed c Pulias at}111L Ptdin design by Other.
8.9 SP(AL 6-2313)921A
W:bs SP(ALSC62013)NVSWd 2A except:
5.11 SP(ALSC62013)N2 2A
Loads Summary
I)Thu bona ban been desilmod 1 the effects die to I0 psf hat®chord lice lord plm dad Inds.
2)This tors has Lein designed fa the effeN dwind lords in acndanm with ASCE/-]0 with the follwin6 me de5ned ivpa: 170 mph dti m E pmme C,My F1m 4
Geble/Hip.Bm7d'nsg Ce qp,y B(I-1.04 OsaaH Bldg Dime 82 ft x 52 ft,h=16 ft,Na Fad2me Tms,Nether end web cmaidccd DOL-1.33,CC Zme Widh 5.2 fL
3)Minirman stomle attic lending in acemdance with IBC Tithe 16N.1 has been applied
Member Forces Summary T We indicates:Member ID.max CSI,max meal r,(max eopx.r iftia t from max add fiece)
TC 1-2 a231 791hr (4711a)34 0.523 -3,es7lb. 5.6 a527 -3,5221te P /
2-3 0.737 ffiI Rs 45 a750 -39211hs 67 Q531 -14911he f]_\` ii��
'- BC 8.9 0.139 17.. (•10Its) 11-12 0.634 5,395 Re (-2,622 lbs) 15.16 n417 2,210lb, (1,365 It.) \4V'0 `` ��
�/ V N+E `---- _/-- _---— 940 0.394 --. _3.109 Ira (a.i40lts) 1243 Q505 3,85316s (1,934 Rs) / G \
11411—Q599- 4;650Hn--(.4703 16s 1}15_—__0.450---"z621'Ihs'--(-1,39516s)
W1. 1-16 a051 1411hs (43011a)4-13 0.241 _"N 610 Q341 894 Ite (-312 F.) ti / RRR rs—. 7F � y
t L16 0-549 -2,714 ih 4-12 a652 1361hs (-12S Ira)69 0.502 -ZI4411, �� 1 ` •6051
b15 0.236 164573 Its- (4(85 bs)s11 a637 -2.82 Its3It. 7-9 a655 �722R.113 Ile (ASOIhs) `,iq� fj
,. }Is 0.m9 164 Its (-1W lla)SII n637 2.82316a (-1,3141ha)74 n6ss -1,71211m
}13 0.976 1,499 Its (-6X Ile)5.10 n349 -1.20111a -- 1
Truss-to-truss Connections Summary �'0 �` TAT€OF j
ID C sd7 CamingT Caaswg Offset Angle
Tr15 AIOC CIO Sb0 270 deg
�....�......T�9-I<._.
Notes: —
1)Unlabeledplsm W X¢a ere
2)When this hens hn trm rbmen t gnhty evstaence mapectim,the Plate Plec®enl Method pa7P11-20m/A3.2 afiaH be mad Cq-1.17.
3)Tms4obmacmnmdmisfaguphicdintepetatimmlg Ahmgcaaherstncnnl con—tim shell be psmidedto mint the max -ion and tvlift shown in the Reeetim 1
Surmvy.
4)Ps-ide a&q to daivsW to pessmt pmdmg
5) ®Indot.cmtinmmlalent—Uint(CLR)regiredatth.1—tim(s)shma.RmaofCtRmm b ahq telydiVmallyhmceQs«D•WIDCLRBRACE F.At—.6-
to CIRs end dsgmd b cin8 see D-WffitFWFORCE
6)Wted wind tplill—ticos bed m MWFRS Only tool ng
N077CE AccW ofthia design shall he Rxniahed to the swim cmlwQ.The chip,of this indW&ad tma is t ea m design a feria and regiren,ents supplied by the Tma NIsnuaeh—nd relies wen me emrscy Brian M Bleakly
eod—otteness ofthe inf tim sa forth by the 13sildng D ipm A seal on this dewing Mcates acepma dpdeasimd enginearmg—pmss3lity solely fa the torn wtgmenl design shwa.See the corer SW1 Fng WWI
page end the-lmpu l Inf tim&General No.-page f.Mdmd inf tim.All—tor pldes shell he mmtdachsed by Simpson Stang-Tv Cmgnny,Inc in arw&nee ith FSIt-2762.All canner BW N.Kings High.Ft Pierre•F134951
plat.—III pulp,mI.a the spsified plate size is followed by a--IS'which in6.1.an 18 p W plate,a•'SN 18-,w-hich mdcat.a high tension IB lPwe Pies.
iL
u � Southern Truss Companies,Inc. Truss: A11CG
SOUTHERN 2590 N.ldngys Highway Project Name: 2371-A
TRUSS Fort Pierce,F1 3495 1 Date: 8/20/2016 7:41:09AM
Cat7Pponeat SoLluons7M
Truss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax
Version:2016.5.1 5
Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY
394)-0 3.624/12 1 0-M 0-" 0-M 0-0-0 3 24 in 2271bs
39-0-0
7 52-12 1111 SS11 SS11 5-0-0 443-0 5-0-0 2-9-0
7 59-15 113.10 16-9b 22-3-0 27-30 31-3-0 363-0 39-0-0
12
3.62 F— 4x4-
6x10 3x4- 3X4- 5X8- 1x4l 6x7- 3x7- 3x5- 7x6- 3x5-
3 4 5 6 7 8 9 10 11 12
m
y�1
S� 17 16 1
23 22 21 20 �S 18/ IX41 3x4- 5X6 14 13
2X81 4X5- 6x6 HS 18- 3X7- 5 / 8 2X8 1
12 12
C1G EJY1 JS DKI J8 EqU J8 JB D93 DKI JB J8 JBC J8-c 28C 28C J8C J8C J8 J8D3G
0.0-0 0-" 0-8-0 0-0-0
59-15 S-S1 S22S31G1 3 47-0 41� 3-0 0
5915 113110 1:1M11
39.1I-0
Loading General CSI Summary Deflection L/ (loc) Allowed
1®d (Ps0 Hdg Cale: ' FBC 20141 TC; 0.99(44) Yest TL: 0.95 in L/491 (17-19) L/240
TOLL: 20 TPI I-2007 BC: 0.99(17-18) Ycrt LL: a33 in L/999 (17-18) L/360
TCDL: 15 Rep Mbelomease: Y. R6b: 0.80(1-22) Haz M- ox in 13
BOLL: 0 D.O.L: 125 X Creep Feder,Ke=1.5
BCDL: 10
Plate Offsets(3nMY,Ang): (1:5,10.1-15,16) (11-9.4.2,16.) (3:1-1139,0.) (4:1.12.3$n) (5:042$a) (6:0AM.90.) (M-IZ3$0) (&043$0.) -
(91s0 (0 n3) (l ;:0..) (21:410.3{I.0.) ((�114::1.1} ) ro5:0l 18,33.)1 (1x1-1}341n)
0,
-1t4A90) $
(nag1 ) 096 .
Reaction Summary
1T Type lags Canbo Hg N1dW Material Rgd l3sg Mdth Max React MaxG—Uplift Max Nod Uplift Max Uplift Max Haiz
23 Pinuss) 1 1.5 io(rs - 3.00 in 3.934 the - -1,88211. .1'sm lb, 17 na
13 H Rail(r—,) 1 1.5 in - 3.00 in 4,0/916s - -1,956]be .1.9%Me OR.
Material Summary Bracing Summary
TC SP(ALSC6.2013)M:2.4 anepc: TC Sxing Shuthed
5.9 SP(ALSC&MM SS 1:4
BC SP WSC6-2013)02- except: BC Boeing Sbeathed a Puling.160A Min&sit.by others.
18.19 SP(ALSC6.MM SS 2x4
W1. SP(ALSC&2013)X3/SW 2.4
Loads Summary
I)This toss has been designed fa B i the es ds to 10 Pat Wasa churl liw load Plus dead 1—b.
2)This bss has been designed fa the effect..f iad loads is acce dmn with ASCE7-10 with the faUming user ddmed inpd:170 mph dtinWe,Espmsm C.Ft l4,Eoclwed,
GaHdHip,BAdmg Coegay R J-1.031 0-11 Hdg Dims 82 ft.52 f4 Is-1611,Net FndZme T—s,Neither and sseb anaidesed DOL-1.33.CC Zinc Width 5.2 f,
3)Minimtm stooge at ie loading in amadanee with IBC Tithe 1607.1 has Iem applied
LE
76051
1
TAT€OF
R1DP
NOTICE Amp/dthis design shall be fanfshd to the enstim emhadm The design ofthis mdhidus)buss is based en desiga criteria and regj m is st%hed by the Tms Mandadua and sues spur the se<aery Brian K Bleakly
andaapietrnesa dthe infmmcm so(stab b+the l3i]dissg llesigna.A a®1 m thus dawmg indiutea eaeptmm d}adnsimd engineering sspmatla'liry adctyty the buss canpmant ddigo shpun.See the axsz Sinn.Fog p7fU51
l,ag.and tbe
-Impat-t lnf®etim B G—A Notes-Page t,Mtimd infmsutice.All aonecta d mant Plates.hall be necmed by Simpsm Shang-Tsm Cmpy.Me in eandanee with ESP Z762.All--tar390 N.Kings High.FL Pi—F13491
plates are 20 gorge,mless the specified plate size is followed by a-lfr which indium m 18 gitge plate,a'SH IS,which iadiestas a high tensim 18 gat¢plate.
Southern Truss Companies,Inc. Truss: A11CG
SOUTHERN 2590 N.kings Highway Project Name: 2371-A
P
Component Solutions7A/ TRUSS Fort Pierce,F134951 Date: 2/20/ 016 7:41:09 AM
Truss C13MPANIES (800)232-0509 (772)4644160 (772)318-0016 Fax
Version:2016.5.1[Build 5
Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY
39-0-0 3.624/12 1 0-M 0-0-0 0-M 0-0-0 3 24 in 227 Ibs
Load Case Lrl:Std Live Load
Point Loads
Meraher ramtim D'mslim Lead T b Wdlh
rap Chd 2412 Daa 92 Re 24 is
13d Cbd ZCL 2 Down 21hs 24 in
Tapchd 4412 Dawn 92 the 241.
Bd Chd 442 Down 21hs 24 in
Top Chd 6012 Daw 92lbs 24 in
But Chd 641 own 2 D- 21bs 2A m
Top Chd 8412 D 92lbs 24 in
Ed Chd 8412 Down 21h. 24 in
Top Chd 10012 Down 92 lb, 24 in
Bd Chd 10412 Dawes 21m 24 in
Tap Chd 124M2 Dmw 92 He 241.
I3at Chd 12412 Daw 211e 24 in
7bP Chd 14412 Dow. 92 Its 24 in
Bd Chd 14412 Dawn 2 Re 21 is
Tap Chd 16412 Daw 9211. 24 in
B.(Chd 1641D-2 D 21b5 24 m
Tap Chd 18412 Daw 921bs 241.
Bd Chd 18412 Down 2 Re 24 in
Tap Chd 24412 Daw. 92 Re 24 in
BcR Chd 2D412 Down 211e 24 in
Tap Chd 22412 Dvw 9216e 24 m
Bd Chd 22412 Daw 21te 24 in
Tap Chd 24412 Daw 95N 24 in
Tap Chd 26412 Down 9511e 24 in
Top Chd 28412 Dw. 95lb, 24 is
Tip Chd 30-W2 Down 9516s 24 in
Top Chd 32412 D- 9511e 24m
Tap Chd 34412 Daw 9511e 24 in
7ap Chd 36412 Dace 92 N24 in
Bd Chd 36412 Dawn 2 the 24 in
- -TWChd- - -- 3841z-.- Daw -921, 24 is - - - -- - - - - - - - -- - - - - -
Bd Chd 38412 Down 2Ibe 24 1.
Load Case Dl:Std Dead Load
Point Loads
Member Iacatim Dbectim Lmd Tnb Wdth
Tap Chd 2412 Dawn 70Ih 24 is
Bd Chd 2412 Daw 48 Res 24 m
Top Chd 4412 Dave 70N 24 in
Bat Chd 4C112 Dow. 48 Ile 24 in
Tap Chd 6412 Dow. 7j 1bs 24 in
Bd Chd 6412 Down 481hs 24 in
Tap Chd 80-12 D- Alta 24 in
Bd Chd 80.12 Daw 48 Use 24 in
Tap Chd 10412 Down •Albs 241. _
Bet Chd 100-12 Down 48 the 24 in
Tap Chd 12412 Daw 7U us 24 in
Bd Chd 12412 Dawn 48 N 24 m
Tap Chd 140-12 Daw 70 He 24 in
But Cbd 14412 Daw 48lbs 24 in
Top Chd 16012 13- 70 Res 24 in
Bd Chd 16412 Davy 49 lb. 24 in
Top Chd Ig412 Daw 7U lls 24 i.
Bd Chd 18412 Daw 481bs 24 is
Tay Chd 20412 Daw 7D He 24 m
Bd Chd 2D412 Darn 49 It. 24 in
Top Chd 22412 Down Albs 24 in
Bd Chd 22412 Down 49 the 24 in
Tap Chd 24412 Daw 97 Ile 24 is
Bd Chd 24412 Daw 21 Res 24 m
Tap Chd 26012 Daw 97 the 24 in
Bd Chd 26412 Down 23 lb. 24 in
Tap Chd 29412 Down 47 the 241.
13d Chd Z8412 Down 231be 24 in
Topchd 30412 Daw 9711a 24 in
330 Chd 30012 Daw 23 the 24 m
Tap Chd 32412 Dasa 971be 24 in
13d Chd 32412 Down 23 ne 24 in
Tap Chd 340-U Daw 97 He N in
Bd Chd 34412 Daw 23 lb, 24 in
Tap Chd 36412 Dawn 70 the 24 in
Bd Chd 36412 Down 49 lb, 24 in
Top Chd 38412 Down 48N 24 in \\`\`11'I �'/// ,
Be(Chd 38412 Dasa 48 Res 24 m /
Member Forces Summary Tamainmcstn:24emb.ID.coaxCSLm®e,6.1face,cm«caw.r ifdif 1filmnmr®delRene) \ N M.Bt ///
TC 1-2 0.716 -1,89111. 4.6 Q993 -3,745Ih &]0 n789 -3,007 ft \�\ \�'��� .`�
2-3 Q722 -1.9281h 6.7 a416 -3,745 Tfe 1411 nfl9 -1,549 Res /` G'E \ �/
3-4 QS90 -3,138ths 7.8 Q461 -4.486Be 11-12 0.428 -975Ra NSA\\`�/%
BC,-...-_ I3m14 __Q080_ _-_._._Olh- ..__ _- 17-18___n9g7_. -_ 3,476-Res_.-_(-3.S2D lhs)21-21.- 0.495- _1,9261hs-___.(1,7t191m)
1415 1782 1,079Ibs (-9641hs) 1519 0.447 436b IM (3,670 Res)7223 n]74 {Ih --
15.16 OL675 3,o071hs (-2.668]be)19LZD Q911 3.773Ibs (-3,341lbs) ` yy' E 76051
1 16-17 a812 13.976,'"lb, -3,4f41hs 7-M2D-21
Q714 3.161 Nlb, 7.7881bs3 `
Rbk 1-23 0,415 -1,2791bs 7-ID O.IIII 61 Re (-A lbs) 1415 n563 -1,76716s � ��Fjil"-��'{'
1-22 now 2,227 Its; (-1.9691bs)lt9 a735 -2,2371to 11-15 0.611
1,69611a (-1,46s 11n)
3-22 0.362. -1,0181bs 7-18 Q759 Z.105 Th. (I 8461he) I1-14 0.%a -1,920 Re r 1
3 Q315 1:43211a (-1,26.5Ibe)8.18 Q722 61716e (53716s) M14 Q587 I.63:Ibe (1,4721be) +^ , TATE OF ,/y
4.21 Q247 6911M (-676It. 8-17 n041 Ian the M13 0.441 -1,34916e
4-37 0.254 7051bs (421 lb.)8.16 Q371 .1,179 the I�/�` .•2�•�•Q� �G/
620 0.125 3501be (-283lb.) 10-16 0.759 718 Re (-5561bs) /o`\ /4 1-1
NOTICE Ampy dthis design sh.11 he R.nished to the eeetim cmhedw.The design ofthis indnidml trine is bm d m design criteria and regsisemmts mpdisd by the Tnas M.,f b-.d selies spin We.mreq Brian Ni Bleakly
and emgJetmns dthe ivf®atim set Cattb lry We Bsvldmgtksigne.A and m this drawing mdimfes.reeµ.nce dpmCasimel mgi.caingrespmshiliry solely far the hus canpmmt design shwa.Sec the core Sty.Fab h76M1
page and the-Imp.1-t Inf tim&Gmeral Noes-page fin edditimd inf tim.All cmneety plates shell
be-ua ftmd by S.T.-Stsmg-Tic Cmgeny,Inc In ermmnm with ESR.Z762.All cmneet. 2590 N.Kings I igt.FL Puce,Fl 34951
plems-2U gang,cores.the specified p.m aim is fdlcwv l q-.--Ilr which indicetes en 18 p W plate,a•SN 38-,whim inductee.high tmsim 18 vice plate.
♦ t_
Southern'truss Companies,Inc.. -.t.y.,<,_•. Pa �� Truss: A11CG
t SOUTHERN 2590 N.Icings Highway Project Name: 2371-A
Component ry snmtioasT*s TRUSS Fort Pierce,F1 3495 1 Date: 8/20/2016 TAL09 AM
COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 3 of3
Truss
Version:2016.5.1 uild 5
i Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY
39-0-0 3.624/12 1 0-0-0 0-0-0 0-M 0-0-0 3 24 in 227 ms
Truss-to-truss Connections Summary
ID Canted Tama Ceming7 s Camivgoffsat Angle
7219 A11CG CIG 7-" 210 deg
%,,TI21___.. _.78 -WI1CG ,_ 2412. _.._�•'�d�g^-;
TT21 - J8 -- AIICG 4b12 ~9U�g
7T11 78 _ Al]CG 30.12
• fv-.Ml __.....�.._is
Ti21 ]8 AIICG ---- 90 deg
;7P1_ :' 18;,,-.� .'. A]ICG"sows. .'14[apa., -.' __.�._
TT21 78 _ AIICG 16412 _ 90 de
g•__
.,,,. AIICG ._18fF12� 9D dcg
Tr21 _--Is _._-.. AIICG ___,..r. 26612_.__...._..._. deg
is .�__,_'.. 78-;•:. ____`_�-.__-_�1a - _'.�
_ __..____.___ -_ .`�.-_.__-de8._...__
7TT2 18C _ AIICG _ _24412 _ RI deg
._-TIL ,_..• _. ]�'.. Al__AIICG�.__.:,..;._ �76P12_`.;
T722 78C y AIICG_ 28412 _9D deg^__.-
..,.:7TT1- ._.. JeC. ._... 'AIICG ��__ ...'30.0.17.��. __.•.m�8__�.
TP1_ I8C _ _ AIICG _ __3±b12_ SO deg
` TR2_ A11CG__ iq.d12 .THY _90 deg;_;
TT21 is AIICG y 36412 9U deg '
-T621- ___ T...�Al]CG "� 3A012�' _ SU -
._�
Til AIICG I)3G 7-IIS ZXl deg ,
Notes:
1)Unlabeled plsles m 1s3 20s.
2)When this tnns his ham chmm for e}nlity s—ce impadim,the Plate Plaeaent Wilted per TPI 1-200NA7.2 shall be wed Cq-1.17.
3)7nns4ewma emoecam is f gmphiml into- ••;m ml}Ahmguwdhastnetval emmctim shell l p-iecdto-W thembar,-.6.andupU shmn in the Reaatim
Stanmaty
4)Ptvdde adegem dieinage to pm-tt panting
s)Thef ahaaafathisoatti-ol,Sous as per ply and the R.6-mefaau plies.Th-idmtiealtausitesshaEbehiltendmtaahedafelhaw::TC-I ea.arSDWSiam(X23r
&•a 4.625'"y)Saewa @ 24'era,BC-1 row,f SDW Siminm Q220'die z 4.ES(3-ply)Saews®24'as,V6kb.-1 tow SDW Simlem Q2V cite.g 4ES(3*)Saeays Qa 9'
n e.Repeat n=U g as each layer is applied
Whore alicient han hall be hd othess imist-tims shave.
6) reamed,s gas s goat (by )o
7)lnstdl the sang b6h m cn side;d hd Rip Sauna.S—b ils shall be installed in the same Inns ply that the hangers sun attached to
8)Lateral haeiag shall be attaehad to aeh ply.
9)Inetdl ams pa mmtiacaacr rexnmmtdalims.
10)listed wind uAft maims based on t f WtRS Only loading. .
CEN
QE 76051
�O ; QTAT€OF i
SS/ONAL.EN \
NOTICE A m%of this ebiya shdl be wwished to the aer Man M Bleakly
ead aat,pist stess of the bar tim ad forth by the B fil&.g Designer.A seal on this drawing indicates areepls cc dpmf simd engineetingsespmshility solely fa the Sates rangmeot ebign shown.See the cower stoat-I-—I
page and the'7mpatant bar aatim a Gmad Nita-I•ge fa dditimd infra natim.All coonessia ydes shall be—r m.ea by simp-Semg-r CmWmy.Inc m ae<adaam with ESP-2762.All emnecta
plaza 2u g oM unless the specified plate size is followed by a--Ir which indicates an 18 p%,plate,a-Sg 18'.which indicates; high 18 plate. 390 N.Mass IBg.FL P a e F 3a951
a m
+ Southern Truss Companies,Inc. Truss: A11G
A` RN 2590 N.kings Highway Project Name: 2371-A
SOUTHERN
- UTHE Fort Pierce,F1 3495 1 Date: 8/20/2016 7:41:10 AM
Component SolutionsiT4 CQMPAN1ES Page: 1 of3
T175S (800)232-0509 (772)464-4160 (772)318-0016 Fax
Version:2016.5.1 rBw1d 5
Span Pitch Qty OHL OHR CANT CANTR PLIES Spacing WGT/PLY
39-0-0 0/12 1 0-0-0 0-M 0-0-0 0-0-0 3 24 in 199 lbs
39-0-0
6b-0 6-6-0 6b0 6S0 68-0 6£-0
6S0 13-0-0 19E-0 26-0-0 32.6-0 39-0-0
' 4x4-
4x6- 3x4- 5x4- 1x41 3x4- 4x4- 3x4- 4x6-
TT 1 2 3 4 5 6 7 8 9
I
N
eb
I116
EM
18 17 16 15 14 13 12 11 10
2x8l 3x8- 3x4- 3x4- 3x7- 3x4- 3x8- 2x8J
4x4-
t57G
J8 J8 JB J8 J8 JB JB J8 JB J8 J8 J8 J8 J8 JB J8 JB JB JB
0-0-0 0-0-0
6b-0 61i(1
325-0 --- -- 39-0-0
Loading General CSI Summary Deflection L/ (loc) Allowed
load (pal) Bldg code: , F3C 20140 Tc: 0.53(6.$) Vi t TL: a-n in L/6W (13-14) L/240
TCLL: 2D TH 1-= BC: aT7(14.15) Vert LI.: 0.26 in L/999 14 L/360
TCDL: 15 Rep Mhrincrease: Yes Vkb: 0.89(1-17) H—M 0.14in 10
BCLL: 0 D.O.L: 125% Creep Factor,K. 1.5
BCDL: 10
Plate offaats(1nt:K,Y,Ane (1:3-5,3$a) (2:1-12.3-ga) (3:1-123go.) (4:GAZAQ) (5o4341,9o.) (e1-12.3s,0.) (7:ogzga) -
(R}.g,3$o.) palazaa,9o.) (11:1a23$a) (121dz3-S.a) (1100,baa) p4:0a341a) (15:1.12,3$a) (16:0-al-lza) .
(n:1=0-)Ql G81-1z4o.9o.)
Reaction Summary
IT Two an Cant. Elm W dlh Materiel Rqd&g Wdh Max Read 3J,.x G—UpiiR M.Wnd Uplift MU Uplift M.Haiz
15 Pin(VA11) 1 4 in Conaete Masonry ion in 4,0631ist - -1,961 Its -1,961)in 0IM
WH Roll(rnus) 1 1.5 in - 3.00 in 3.922 Its - -1,995IW -1.8851hs 0lls
Material Summary Bracing Summary
TC SP(ALSC6-2013)SS a 4 TC Btang: Stmthd m P sins at&9A Palm aeaigo ty 0thm.
BC SP(ALSCs 3)921A BC 1§aein& Sheathed or Patin.a<74K Pndm design by Othax.
Wkba SP(ALSC&2013)FN"2x4 '
Loads Summary
0 This tan:has tam desigad f the efforts dae to l0 pfbo0an chaa li a load plus deed load,.
2)Thu tams has hem desigvd lathe effects dwind laeds in aoaad n.e svnh ASCE7-]0 with the fallowing mar de5nd inpa[:170 mph Wtimete,Fapgsm C,Fully Eaalmed,
GAldltip,BAding Calegay B 0-LOU),0-11 Hill;Di®82 ft x 52 fl,h=16 ft,Not ad Zone Tams,Neither end web cestsidued DOL-1.33,CC Zone Width 5.2 ft.
3)Mmiamm sterage attic loading in ersadance with IBC Table 1607.1 has been applied
Ml
E 76051 `
OF
�111111111
NOTICE Aayy dthu design shall be f—isbd to the denim—M.-The deign f this Indhidml tress is based en design criteria and rcrpmvrcnts asppli d by the Truss Mandaetucr and lain npa the st—acy Brian Ni Bleakly
and magietenw,dthe infacratim sal Path by the Hdld g Dmignm A.cal m this denting indicates--plmm dpsfessimal mginaaing—gmas37ity saely fa the tams ecttpmmt design sho e.See the— Shut Fag 976DS1
page and the-]mpat nt If-6-&Genc al Notes-page fa additional inf tim.All cmncJa plates shall he rmmtaehsed by Simpsm ShmgTe Carp ny.Inc in aceadance with ESR-M.All connector 7590 N.Kmga High.Ft.Pict Fl 34951
plates sta 20 ptge,stoles,the specified plate siu is fella d by a"19'which indicates an 19 pasge plate,a'SN 18,w-hieh indicates a high tension 19 page plate.
Southern Truss Companies,Inc. Truss: AUG
80UTHEA N 2590 N.lan&S Highway Project Name: 2371-A
Component SolQtionsT TRUSS Fort Pierce,F134951 Date: 8/20/2016 7-,41:10 AM
Truss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 2 of3
Version:2016.5.1(Build 5
Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY
39-M 0/12 1 0-M 0-0-0 0-0-0 0-0-0 3 24 in 199 lbs
_ Load Case Ifl:Sid Live Load
Point Loads
Mwber L—tim Dhectim Ined Tnb Nldth
Tap Chd 0.11-4 Dwa 921M 24 in
Ed Chd 0-11-4 Dawn 2Its 24 in
Tap Chd 2-114 Dwa 921M 24 in
Ed Chd 2.11.4 Dana 211e 24 in
IT Chd 4-114 Dam 921hs 24 in
Bd Chd 4-114 Dam 211s 24 in
T.P Chd 6.114 Dwa 921M 24 in
Ed Chd 6-114 Dula 21M 24 in
Chd &114 Dam 921M 24 in
Bet Chd 8414 D— 21te 24 in
IT Chd 1U-114 Dam 92 UM 24 in
Bat Chd 10-114 Dam 21M 24 in
Top Chd .12-114 Dawa 92N 24 in
Bd Chd 12-114 Dam 21M N in
Tap Chd I4-114 Down 921bs 24 in
Ent Chd 14-114 Dam 21M 24 in
Tap Chd 16-11.4 Dam 921M 24 in
Bat Chd I&IIA Dwa 21M 24 in
Tap Chd 18-11A Dana 92Its min
Bd Chd 18-114 - Dum 211s 24 m _
Top Chd 20-114 Dawn 921M 24 in
Ed Chd 20-114 Dam 21ts 241.
Tap Chd 22114 Dam 921ts 24 in
Bd Chd 22-1 l4 Dwa 21ts 27 in
Top am Chd 24-114 D 921M 24 in
Bd Chd 24-114 Dum 21ts 24 in
Tap Chd 26.114 Down 92IM 24 in
Bd Chd 26-114 Dam 21M 24 in
Top Chd 28-114 Dam 921M 24 in
Ed Chd 2&114 Doug 21M 24 in
-Tap Chd 30.114 Down - -921M 24 in
Ed Chd 30.114 Dwa 21M 24 in
Tap Chd 32-:4 Dam 92lbs 24m
Bet Chd 37- A 13— 21te 24 in
IT Chd 34-114 Dwa 92IN 24 in ,
Bat Chd 34-114 Dwa 2 Me 24 in
IT Chd 36-114 Dam 921M 24 in
Bd Chd 36-114 Dawn 21bs 24 in
Load Case Dl:Std Dead Load
Point Loads
Member L—tim Di—lion I.md T b 9Wdlh
Tap Cbd 0-114 Dam AIs Am
Bd Chd 0.11A Dam 48 IM 24 m
Top Chd 2.114 Doug A Ides 244in
Bot Chd 2A A Dwa 48 Its; 24 in
Tap Chd 4114 Dam Albs 24 in
Ed Cbd 4-114 Down 481M 24 in
Tap Chd &114 Dum A IM 24 in
Bd Chd &114 Dam 481M 24 in
Tap Chd 8.114 Dwa In Us, 24 in _
Bat Chd 8-114 Da+ 4811a 24 in
Chd 10-114 Dona AIM 24 in
Be(Chd 10-114 Dwa 481M 24 in
Tap Chd 12114 Dam A lb. 24 in
Bat Chd 12-114 Dwa 4911. 24 in
Top Chd 14-114 Dam AIM 24 in
Bot Chd 14-114 Dam 481bs 24 in
Tap Chd 16-114 Down Abe 24 in
Bat Cbd 16-114 13— 48 lb. 24 m
IT Chd 18-114 Dam 701M 24 in
B&Chd 18-114 Dam 481bs 24 in
IT Chd 20-114 Down AIM 24 in
Bot Cbd 20-114 Dam 49Its 24 in
Tap Chd 22-114 Down AIM 74 in
Bd Chd 22.114 Dam 48 lb. 24 in
Chd 24-114 Dasa 'AIM 24 in
Bat Chd 24114 13wa 481M 24 in
Top Chd 26-114 Dawn AIM 24 in '
Ed Chd 26-114 Dwa 481M 24 in
Top Cbd 28-114 Dam AIM 24 in
Bd Cbd 28-1IA Down 48 Its 24 in
Chd 30.1IA Dwa AIM 'Am )
Bat Chd 30.114 Dwa 481M 24 in \x0l 1 I I I
Top Chd 32-114 Dam AIM 24 in \\; ►t�l_���/��/
Bd Cbd 3211-0 -Dam 481M 24 in �y I
Tap Chd 34114 Dam A Its 24 in
Q i
Ed Cbd 34114 Dam 48 lb. 24 m �� \ /�C 4�� Ir
Chd 3& AM 2 m 114 Dwa I4 7bpEd
Hd Chd 3&11-0Do=u_-.-. 481M 74 in V /�
Member Forces Summary Wh indicates:Member ID,m®,CSL maz exist 6sc<,(a coW..r Q ifditr i fimn tjel fmx) LE 760rJ�TC 1-2 Q440 .2,15216s 0.5 .501 -3,83811. 641 Mal .3,43 lb, •�
2-3 Q528 -3,406 an Sb 0.5D6 -3,8381M 8-9 Q445 -2,14711.
BC 10-11 0.286 0IM 1214 4765 3,416 Its (-3.M41bs) 15-17 R614 Z1521M (1,9081M)
11-12 0.609 2,147 Rs (-1,9151M) 141S 0.766 3,4061M (-3.Ml 11.) 17-18 0.290 OIM
WtM 1-18 0.433 -1,309Its 3.14 0.176 485I N (.4M Its)&11 0.381 1,063 Its (-I'M51M) r •'Q TA'�O� /
1-17 0.881 2,446Its (-;1691M)5.14 0.153 4291M (-35D It.)941 0.979 Z441 Its (-ZI781M)
217 0.379 1.0591bs (-1,0471M)&14 Q197 517N (4321M)9.10 Q421 -1,2T IM \ �•�.Qt{,r�
3.15 0.519 1,611 lbs (1,299Its)8.12 0.518 423IM (':�N; �i V�`. 0RI i G,\
3•15 0.219 6111M (562Its)&12 Q512 ],423IM V
o/rr i I I11O
NOTICE A,,W ofthis design shall be finished to the a im=tmctm.The design ofthis indi id.I Issas is based m dsig..,itai.and legit—u supFdicd b7 the T—n Manubcttm.W mho W the aeerracy Brian M Bleakly
and ..pletesess ofthe inf—im sot fanh t'Y the Whfing Desigser.A led m this dre ing indicates axgsence ofprallm imd engineeringteepmsbility solely f the Ines cmipseent desig.shwa.See the ram Sb=t Eng.NMI
Inge and the-7mpod-t Inf tiro&General Notes'page!edditimd inf lion.All rnnneetm plates shall be mmsufubsed b/Simp an SbasgTe CanpenY,Inc in—denm with FSP Z762.All emneew 2590 N.Kings High.FL Pies,,FI 34951
plates am 20 gases finless the specified pier size is followed by.'19'which ivdieees®I8 gasge plslc,m'SN 19%which Indies—a high tmaim 18 gsge plat..
Southern Truss Companies,Inc. Truss: A11G
SOUTHERN 2590 N.bangs Mghway Project Name: 2371-A
U� Fort Pierce,F134951 Date: 9/20/2016 7:41:10 AM
Component Solutionsr*t COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 3 of3
Truss
Version:2016.5.1 P3w1d 5
Span Pitch Qty OHL OHR CANT L CANT R PLIFS Spacing WGT/PLY
39-0-0 0/12 1 0-0-0 0-M 0-0-0 0-0-0 3 24 in 199 lbs
Truss-to-truss Connections Summary
m canidrne, Ceyi grim, cen.;ngoff t Ao1�_
T 20 78 AI1G 0-114 ZA deg
_:� zx_._ 'Al1G.:._.-__.,.._...,.
T 20 18 A11G 4-114-- "�Z10 deb _
ac_x....�..... deg{„`'„
T720 78 ---AI1G 8.114 F0 deg_
1�AIIG.'>......y. 10.11-7 ._.� �ZA&e
TTE7 _ 78 _ _ AIIG _ _ _ li_llyl
_.,�_
-T 20 -- -]8 AIIG I6114 TXl deg
7.....-.. �__._ _..__s.:_._ , �: _._—_�.1_.._.
7TX1 78 Al1G 20.I14 270 deg
AItG Alo
... 24.114
_ng.'
..:._ ��. _._ ,Al1G
_ TT20 _ 78 AIIG 28-114_
dcg
s._;.;. __Al1G
77� 78 Alto 32114 Z10 deg __
_.:..�_�
_ T120 _ JS A11G 36-114 FDdeg
-`
Notes:
1)When this trm,by bem ehman!4nhb uaun,m;napedim,the Plate Plat>ment Methd per TPI 1-2(nLA3.2 ahag)r mad Cq-1.17.
2)Tlms4o rmnaximisfagaphical;nt,ppr timmly Ahanger or other strmnaal connection shell he praihd to resist the tear resdim endt¢ittsham in the]inaction
smaaaty
3)Provide,degnte dainege to prevent ponding
4)The f,ham f this smAti.ply nms art per ply and the tcactims art fm all plies.Three itrntiral bmses shall be lailt and attachd es foil—TC-I rav of SDwsiapsm affi
di..a 4.625•(spry)sererra @ 24•mc.,EC-1 t efsDW simpsm a22v(E&:tar"y)serews @ 24-ar_.vth,-I new SDW S;mpsm our ma a tes(silty)Screw,@ 9'
c.rsepcae nailing u earl layeris appiid ,
5)Whem mgmed,„dent hmg,,h,ll b,prm'i&d(1y dhm)to resist rextims,haw.
6)In,mu the see—d—il,m me side,do not flip teens.Scm-]owls,hall he in,talld in the same teas ply that the bangm_are attachd to
7)L aJ bracing shall be attached to each pry.
8)1.tall a—per man dactur.rccams—dations.
9)Li:td wi,d nil is reawm,mad an MWFRS Only loafing.
- -- -- - -- - - — —I— —--- — V- -�- - -
� E 76U51
— I
TAT€OF
`.-,_ORIOp: �
/��//SS�GNAI✓�NG\���\\
�rrt���ti
NOTICE Amp,ofthis design,hell be fimirhd to the enztim comrade(.The design or this incrni&W bms is bsed on design criteria and mgmmumts nqy id by the Tans Manufacturer and selies stem the amurary Blinn M.Bleakly
and ma{ideness.1the information set forth by the Mding Deigner.A seal an this drawing indicates amepeam of professional engineering tespm,LTity solely to the Iron,r'mnpment design:boon.Son the mre StrmL Fng 976a51
page and the-Impodent Infmaation&.General Note-page f additional int tim.Ali rmnedor plates shall be—ufi mad by shaken Strong-Ts Coopany.Inc in accordmm with ESR 2762.All mmectne 2590 N.Kinga High.FL Pierce.F134951
plate,are 20 gnge,micas the specified plate size is follavd by a-lr which indicate,an 18 gtg plate,or•Sec Ir,wttich indiealcs a high tension 18 gage plate.
Southern Truss Companies,Inc. Truss: A2
¢ 2590 N.Icings M wa Project Na : 2371-A St]UTHEFa N Y me
TRUSS Fort Pierce,F134951 Date: 8/20/2016 7:41:10 AM
Component SolationsTM
Truss
Ct}MPAN IES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 of 1
Version:2016.5.1[Build 5
Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY
51-7-12 5/12 1 040-12 0-0-12 1-9-14 10-9-14 1 24 in 271 lbs
51-9-4
09 77-71-3 I 2509-14 I 8-0-0 40- S153 I 5-6-115 2412
540Y I 1-7-233-9-14
5X6-
6
12 12
5F� �5
3X4/ 4X7\
5 7
30/ 5x51
a/ 5X5/4 8
3
3X4\
9
A IX41 Sx5-
4x5-
ri 20
--I - - - -18 _ IT -16 15 14 _ 13 _ 11 _
19 3x4- 4x4- 3x4- 4x4- 3x4- 3x4- 12 1x41
5x5- 6x8-
0-0-0 0-0-0
2-1-14 9-7-0 9-7-0 9-7-0 9-7-0 Sb-75 5515
2-1-14 11.8-14 21-3-14 30-10.14 405-14 46b73 51-7-12
Loading General CSI Summary Deflection Ll (loc) Allowed
Load (pep Hdg Code: FSC 201N TC: 0.89(i5) Ved TL: Q55 in L/827 (1617) L/240
TCLL: 20 TPI I-2007 BC: 0.79(12-14) Vet LL: Q23 in L/999 (16-17) L/360
T'CDL: IS Rep Mtrinaeass: Yea Rbb: a94(il9) Cml/OH TL: 0.25 in 2L/999 00-11) 2LI120
BOLL: 0 D.O.L.: 125% C-t/OH IL• 0.06 in 3,1999 (1611) ZL/120
BCDL: 10 H-TL: Q09 in 12
Plate Offsets(InMY.Ang): (1:2$3,;a) (200,3-13,90.) (3:1-13,40,2-2) (4:0-11,1-10,n) (5:00,3.13,n) (6.'DA313,0.) (7:0 3,13,3) (8:a4,2-13,R) -
(11 2.34f) (1:1-'V-zO) (11:0Q3$SO) P2143{(a) 03:oQ1-12a) 04:Qa3$a) Os:GA2.Qa) 060Q3aQ)
(naD.zL.al Us:oU,3Sa1 �19:1-123ao.)
Reaction Summary
31 Type ErgC bo Btg Rldth Material Rgi Bog Pddth Max Read Man Cmvup" Max Rind Uplift Max Uplift Max Hinz
19 Pin E5 1 8 in Cmae s,Masaosy 3.00 m Z,1371ba - 622lb, 622Ike -2121Fe
12 H Ralf(VAII) 1 8 its Cmaele Masmsy 4.Q/m 3.451 Its - -1,0031M -1,0071,s 0Im
Material Summary Bracing Summary
TC SP WWr,2013)fa 2c4 cusp[: TC Boating: Sheathed or Pudins st 3d.4 Pudin design by Olheo.
46 SP(ALSC&2013)Ss 2:4 68 SP(AISC63713)SS 2s4
BC SP(A1SC6-2Di3)SSW susp: BC Bracing: sheathed or Pmlins at 63q Pon m design by Others.
10.13 SP(ALSC&20l3)922x4
Rma SP(A1SC6.MI3)ffNStd 2X4 e-It:
7-12 SP(A,SC&2013)SS 2X4
Loads Summary
1)7bis truss bas been designed fa the effects doe to 10 paf hott-hm(lice load pl s dad I.ds.
2)Thiaosshasbeendesignedf the effects dwindltedt in sceoNanceavith ASCE/-IOwiO the fdlwingsse de5ndmpt I70.phdtimete,Ep-C,Fd1y Eo.1.ed, \\\,1 I)I)'/,/�/
Gabi.Ripl3sdl, d.S Catebary 0 a-I.00),Osemll Hdg D'-82 ft X 52 ft,h-16 ft,Nd End2me Truss,N6the and web amsideed DOL-1.33,CC 2me Width 5.2 fL 1 I
3)Mmimm ataage anie loading m acendases with MC Table 16M.1 has brm eWlicd
Member Forces Summay Tame indicate:Mmbar ID.tttaxCSI,mana,dalf4ce.(maxcompir.r.duff tbumtaaxskidfoes)
TC 20- F
Qm1 2Tm 56 Q491 -Z3nthe 900 0.709 65711s
- I-2 a71s .254 ha 67 Q460 -1.57616s 10-21 Qml 216s fV`
2.3 0.742 4461h 7-9 a57A -1,MIle
3-5 0,886-_--3,09416i_ -- BA___--0.832" -. --1:4951Fe__. -__-C_._ C
' BC 10-11 Q707 7011b, (.5111ba)1416 0.74 13911hs (GI lbs) 19-1 0.344 Z77lb, (-0916s) ys �G 76QJ� 1, �
uaz a7tn 7D1 m, (sus lba)16te a7a6 22ao 16+ (�ma)
12-14 0.797 880 Itri -lglbs 18-19 0.9M 2.762 lbs -MIts)
Rbbs 2.19 0.204 -616Is, 616 0.349 -997lbs 7-12 0.892 -3,231 lbs 71;'
3-19 0.940 -2,843 It 616 0.467 1,305M (444lbs)8-12 a712 dN lb, � 1
3-19 0.122 34111n (-277the)6,14 0.379 531IIa (-507Ra)9-12 Q555 1,a541bs e��) "� TAT€OF t
S18 4471 636Ita (-247@s)7-14 0.511 8Blbe (39611s)9.11 a1196 -0WIba ��( �` �as.. ��//CQ7
Notes: �/� `. pIY
1)when this Issas has been chosen fm quality asassaace i-peetim,the Plate Placement Method per TPI 1-7DOlIA3.2 andl be seed Cq=1.17. � O 1\ D�
2) ®Indicalm anti—lateral restraint(CIIO oegimd at the I=tim(s)shwa.Rona ofCLRsmst ba edespntely Uls-11y bracck am D-wFECIYMACE Fm altemati- ` C► _�`V \
to CLRs and&q-.l tracing ace Ilwl�'IFORCE // & \\
3)Listed wind.0i8 seadima lased m MV*RS Only Ioa&ng
NOTICE Acopy ofthis deal gs shall be 6mished to the mectim cmbact c The design dthis individual"a is based on dsign s itatia and segmmmants mRdied by the Truss Mmofeet-and mH.'Fee the aavaty Brian M Bleakly
and emuplctmna dohs inf tim set forth M the Bm7dmg I)rsigee.A sal m this chewing indicter aasptmce d prdaaimd mgineaing r.pmeTiEry adely fm the bon cca?.-I dsig.shwa.Ses the war Sinn Eng.976051
page and the"Ienjertmt Iafmmtim&General Note-page f.add dw l inf tim.All coonecle Plate shall be mansffaeturd by Shsgsm Sb L Te Cw my.Inc in aecudance xith ESR 2762.AD cumector 2590N.Kings liiEh.Ft Picee.F134951
plat.-2D gauge,-1-the apecihed plate size is fWo d bi-a`Ir which indicates as,18 gauge pieta or•S9 18'.which indicates a high Ieasim 19 page plate.
Alt` Southern Truss Companies,Inc. Truss: A2A
a 2590 N.Idea Ill wa Project Name: 2371-A
SOUTHEAN y
TRUSS Pierce, Date: 8l20/2016 7:a1:uAM
Component SolutiollsTM CGMRANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 oft
Truss
2016.5.1[Build 5
Span Pitch Qty OHL OHR CANT L CAN'T R PLIES Spacing WGT/PLY
- 46-5-14 5/12 1 0-0-0 0-0-12 0-0-0 10-9-14 1 24 in 260 Ibs
46-6-10
6-5-8 63-13 7-1411 6-0-0 6A9 SC:15 Ill 0.¢72
ssa ~ 1z-ems zo 6 0 ~ zfi 6 0 35 4 G 'a Jr,
afi s 14
s-4-o
Sx6-
12 4
5� 12
15
3x4! 5x5\
3 5
4x6- 5x6\ 5x51
1 6
3x4\
R 7us
N
�I4X5
d
i 67
16 15 14 13 12 11 10 9
2x81 -5x8- 3x4-3x4- "14- 4x4- 6x8- lx4J
FTA
0-0-0 D-0-0
6-5-8 9-8-8 9-7-0 I 9-7-0 Sb15 5E-15
6-5-e 16-2-0 259-0 35--0 4M.15 46.5-14
Loading General CSI Summary Deflection L/ (loc) Allowed
Load (lef) Bldg Code: FDC 20147 TC: 0.94(6-7) VW'IL: Q54 in L/757 (14-17 L/240
TCLL; 2D TPI I-= I C: Q99(1D42) Vest LL: 0.23 is L/999 (14-15) L/360
TCDL: 15 Rep Mfrinerease: No Wb: 0.9D(1-15) C®t/OH TL: Q28in M.1929 (8-9) 21./12D
BOLL: 0 D.O.L: 1259L Canl/OH LL: 0.07 in 2L/999 (8.9) 2L/120
13CDL: 10 Haa TL: 0.05 in 10
Plate Offsets(JnMY,Angk (1,11,$o) (200,3$78) (3:0Q}13,3) (4AQ3-13,Q) (S:OQ313'2) (6:0-0,2.13,22) Q:1,,;I! 1,22) (1*1 2.0.)
(9043419Q1 (IQQQ3-0.Q) (11:OQ3QQ) (1200.3410) 03:OA3$Q) 04:00.1-12Q) 05:]-123-S.Q) (]6:1-1-4-0.9Q) .
Reaction Summary
1T' Tvpe Hg C Ix. Hre Wdlh Material Rgd 13g Wdih Max Read Max GrevUdift Max Vdnd Uplift Max Uplift Max Hviz
16 Pin(NhD) 1 8 in Cmesete Masonry 3.W is 1,7841bs - -56711a -5671te -YR the ,
10 H Roll(VA0) 1 8 m Generale Masonry 3.31 in 3,3o7 lb. - -9Q As -94 lb. 0lbc
Material Summary Bracing Summary
TC SP(A1SC63013)02 A4 except: TC&acing Sheathd or Palms at 2-I00.Pudic design by Others.
24 SP(ALSC6-2013)SS 2;4 46 SP(ALSC&2013)SS 2.4
BC SP WSC6.2D13)SS 2.4 except: BC Daaog Sheathed m Pdina eat&3.a Pullin dsig by Oth-.
&I I SP W SC&2113)B2 2x4
Vkbs SP(ALSC62013)W.VStd 2x4 except:
5.10 SP(ALSC6.2713)SS 2.4
Loads Summary
1)Thu Inns lies baca dsigaed fa the e6cis due to 10 par ben®chord live Iced p9e dad I.&.
2)This"a has been designed fa the effects of ssind Im&in aoradance with ASCE7_10 with the follming reer defined inpt:170 mph donate,Fapsum C,Fdk FadoseQ
GabId%p6 Bmlding Categrsy Il 0=1.n Osemll Bldg Dim 82 ft x 52 ft,It=16 ft,Not End Zone Tees,Ncither end wab coaaidaed.I)OL-1.33,CC Zone VhdLh 5.2 ft. 11 II
3)Minim stemge enie Imdmg in accadmce with IBC TaNe 16W.1 has teen ap}yid \\`1��'�1 i r///
Load Case Irl:Std Live Load M.p`'sQJ��,/
Point Loads ��\Q-�P
Membar Lomfim Direction Ind T1rb Wdth `C_
Bel onn Chd 664 D 70lb, ` ;'``GE NS/������i
Load Case DI:Std Dead Load J� LE 760 1 �\
Point Loads
Member Location euectim Load lib W dih
' Bel Chd &&4 D- 97 lb.
Member Forces Summary TaNe ndestes:Mccalser m,maxcsl axdr�(,,eex if&Ilkaactfioca-6drcca) T,AT€OF j
TC 1-2 0.936 -1,9431hs 4d Q534 -1,4071bs 7-8 Q811 4W Ra
2-3 Q446 -,1461M 56 Q5A I.33 N &17 Qool 2Ra /'O/��� -��!' • 1,��\
3-4 0.568 _]991 Ila &7 4944 -1,4Sb lhs / ^- �` O 1D P ��
BC
940 a810 700 lbs it. (sii lm) 10-12
b 3 n� Lml lb,
(a lter 1516 a33773 L334422 ibe (i29 its) �� �R ' �"N
VBba 146 0.979 _1.75D Ibs 313 Q226 -5Wlb. &]0 0.829 -3,0371M / ��/ONAL �\\�
1-15 0.899 2,510 It. (-1,0131M)4.13 Q358 1,001 it. (3970s)= (IM 4WIt.
2-15 0.652 -1.2981bs 4-12 0.339 28@s (4S4 Ilse)7.10 (1563 1.055 ft (-7931hs)
3-15 0.535 -276 lb, 5-12 0.499 79)N (_3*Its)7-9 (XW 401 lb. /
Truss-to-truss Connections Summary
ID Ceaied Tana Cmaing Tress Caa_vm ell Angle 1-7
Tr40 FTA A2A 664 ZAdeg L/
NOTICE Aagy f this design shall be fisnubcd to the-fian cmtactm The deign atthis indisidiel tesa is lased an dsign criteria and n:gah®enm supplied by the Tana h4entdeceav ad Hies upon the amraey Brian M Bleakly
and emWlelenss dthe inf lion act feral by the lidldingD sipm A seal m this drawing indims accepmre dPd simd rnQ eeonit-pmarL'lity solely fa m the tens nmpent design A-See the ewe Stmct.Fng NMIpage and the-hnpartant Inrmretim&Gmeml Notes-page fa additional inf tiro.A8 emnecta plates shall be msn asaited by Siapam Sting-Te Cmrpany,Inc in ar<adance with ESR-Z762.All rmncJar 2M N.Kings Hid.Ft.Pieare,F13491
plates me M peg,mless the specified plate size is fdlwved by.-lr which indicsacs en 18 peg plate,or-S814,which indicates a hiEh tmsim 28 psge plate.
Southern Truss Companies,Inc. Truss: A2A
SOUTHERN 2590 N.kings Highway Project Name: 2371-A
TRUSS Fort Pierce,F1 3495 1 Date: 8/20/2016 7:41:11 AM
Component SohltionsTar COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax
Page: 2 oft
Tmss
Veision:2016.5.1[Build 5
Span Pitch Qty OHL OHR CANT L CANT R PUES Spacing WGT/PLY
46-5-14 5/12 1 0-m 0-0-12 04)-0 10-9-14 1 24 in 260 Is
Notes:
1)When this mere has teen mmm for quality assvanm inspdim.the Plate Placement Mehd p.TPI 1-700LA32 shall be used Cq=1.17.
A Pmvide ad:gate doinege to{meat Pending
3) ®In&iw cmtinmm lateral mbzmt(CIS)reggimd et the loratim(s)shown Rma d CI.R mrst be.degately dingm.lM bme4 see D-V EMIRffi2ACE For alt®ali—
to CIR,and dingm.l being,sm IYREBREWFORCE
4)listed wind uAM s rims based on MWFRS Only loading.
-- - - -- E 76051
*4
-0 QTATE OF i
s/0
NOnCE A.W f this design shell be asnishd to the.o 6m cmaactor.The design of this indidml tans is Inaction deign C iteda and teepvemmb stppiid by the T a MmUfa a and relies WM the.earary Brian M Bleakly
and mopdclmee of the inftim ad forth by the Building Iksigner.A—1onraw this ding indicate acceptance ofprof aim.l engineering—pmsibrlity solely for the toss cmpmen am t design sh .Sm the wee Buret.Fag 976051
pp and the'7mpmsnt Iaf tim&General Nan-Page fa edditimal inf tim.All cmnmtor Oaks shall be roams(cased by Shop—Strong-'re Company.Inc in eccardanoc with ESR PR.All cmnedo• 2590 N.Kings High.FL Pierce.F134951
pate all 20 gauge,mina th.apcifid plate sic is f flo d by a-erg^which indicnta,an 18 gag platy or•sx 19,whim indi yam n high tansim 18 pre Plate.
4 Southern Truss Companies, Inc. Truss: A3
$ s -' SOUTHERN 2590 N.pangs Highway Project Name: 2371-A
7iTHE Fort Pierce,F134951 Date: 8/20/2016 7:41:11 AM
Component SolutionsTM COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 ofl
TTlus
Version:2016.5.1 ulld 5
Span Pitch Qty OHL OHR CANTL CANTR PLIES Spacing WGT/PLY
46-10-14 5/12 1 0-M 0-0-12 0-M 10-9-14 1 24 in 294 lbs
46-11-10
6-0-12 6�12
12- -1 4-1-2 67-8 5.11-12 I { 1 40-CF12 6-22 2 -9
.7 AMl5 S
7.9-9
12 5x5- Sx6-
2x4- SF- 4 5
y6- 12
6x12- 1x41 6x7- 46\ 15
1 2 3 6
3x4\
a 7 1x41
8
d
�dfi 3x4\
d,0 9 -
"� a
4x5-
18 _ 17 16 15 _ _ 14 13 12 _ 11
1.Sx3I 4x8- 1x41 3x4- 3x7- 3x4-- 3x4- 6x8- 1x41
6-0-12 6-0-12 6-2-12 8-0.9 B-8-4 115 5�15
6-4-12 12-9-7 19-0.3 27-0-12 369-0 41315 46-10.14
Loading General CSI Summary Deflection L/ (loc) Allowed
Lwd (1-0 Hdg Code: FBC 20141 TC: 0.95(6S) Nat 7L: 0.31 in - L/999 (12.13) L!240
TC LL: 27 TPI 1.2007 BC: Q74(17-18) Nat Ll.: Q 14 in L/999 (12-13) L/360
TCDL: IS Rep Mbin-: Ya FEb: 0.90(6-12) Cent l ON TL Q31 in 2L/860 (10.11) Z. 120
13CLL: 0 D.O.L: M Can OH LL: 0.07 in 2L 999 (loll) 2L/120
BCDL: 10 H=TL: Q®m 12
Plate Offsets(Int:X,Y,.A.& (1:60,3-0,Q) (2:0.a3-8,90.) (3:1-12-'AO.) (4:043.9,0.) (5:0-1,3-12,0.) (6:O 3-13,'2) (7:0.1.1-10,22) (8:K3-13,9Q) -
(Rl-Iz3-L2z) OQ.283-z0.). O1 190-) 12:043�ga) (13.oglaza) p4A0.3&a) p5:1-12,3 sQ) P6:oQl-al .
13.34(9U) (18:60.3-g.Q) (197A3SAl.)
Reaction Summary
1T Tvpe Bon Condo Ba Wdf MderiI Rod Bg Wdth Max React Max On,Uplift Mae Wnd Uplift Max Uplift MaxHooz
1 in(V,6ll) 1 5 m Cmaete Mon- 3.11 in 1,6191hs - 466 fa -06G lln -0ffi 1ta
12 H Rd](V.411) 1 8 in Cmaele Masonry 380 in 3,2231b. - -1.0081M -1,00813 0 Rn
Material Summary Bracing Summary
TC SP(ALSC6.2013)02 20 TC Bracing Sheathrd or Palins a1 341-4 Padin design by Olhm.
BC SP(ALSC&2013)p220 exalt: BCB ing: SbwthedaPudinsm6.3APdindesignby Otben.
13.16 SP(ALSC6.2D13)SS 2.4
W ho SP(ALSC62D13)g3Bhd 114 except:
6.12 SP(AISC62013)M22A
Loads Summary
1)This toes has been dmigied f the effects As:to 10 paf hatm,had li. lmd plw dead loads.
2)This haas has been designed fv the efects f ind loads in ac o dance with ASCE7-10 with the following aser defined input:170 mph titboah.Expotane C,Ftdly Enclosed,
Gable/Hip Bdldmg Catq=yIIP-1.001 Owall Hdg Bias82Rx52ft,h-)6f,NaFesd2-eTnas,Neitherendwebc-sid-d.DOL-1.33,CCZ-e Width5.2R
3)Minima storage attic loading in accordance with IBC Table MIA baa ham applied
Member Forces Summary Table indieatea:Mmber 11),max CSI,max adal face.(max map.r ifda t Res mat a,da]r)
TC 1-2 Q644 -1,2121m 4S axe -1,436lb, 8-9 U845 -1,4951hs
2-3 a774 -1,21211n 66 Q693 -1,7D88a 9-10 a728 -G561bs `\`\�Q/�`,�Cfs'^\\�j��%
3-0 0.750 .1,623 ft 68 Q948 .1,343 fs 10.20 a0ol 21hs \ \ VIts,
BC 10-11 am 699 Res (5W Ra) 14-15 ase I,m-7lm (-841ts) 18-19 0.425 olbs
-- --- --------- 11-12- -0.698----._--699IW --(-507 Do) 15.7 a684 - -1.7141bs- -(-58316s) -- --- ------ - -- -- --- -- - ---�--- ---- -((-,,��-C-+-�- - -- - -- - -
12.14 01704 589 fa 17-18 a736 I'm Pat (-5811ba) 1 , E 76VrJ 1 \,
%bs 1-19 0.054 113 I. 3.15 1354 .704IM 6.12 Q999 .2,8851b. ` /y/y�� 1
1-18 0.07 1.723 fs (.6U lds)415 Q2D9 245 lb. (106fs)&12 0.211 -455 fa J{� yL.�
2-19 R525 -181 Iht S15 0.296 59itn (-091 fs)9-12 Q579 1,057 Iba (-815 fs) .�.t{.�1��\
3.18 0.489 -I,O�IIa S-4 0.347 65(7lbe (-Sn Ib,)9-11 U089 -398lb. 1
317 Q138 291ft 6.14 Q614 86iIn, (57911n) �'0�,� TAT€OF`
1)Whin this tons has been chosen for polity eaaumce inspection,the Plate Placement Method per TP11-Z((V/A3.2 shall be bard Cq=1.17. OR l P• \��\
2)Provide ahppte drAnap to present pending \ \
3) ®Indi-tee-tinona lateral restraint(CLR)-pi d et the lamtion(s)shown.Rows dCLIt mat be adepntdy diagma8y hace4 am D-WF9CIRBPACE For dtematiw
to C;L.%and dieg-d hole&see D-w DIZEINFORCE
4)Liated wivd spliR reaaims hard m MWF7CS Only leading NAL \�S��riti4E�` \
NOTICE Aeopy dthis design shall be fianisbd to the-lion contactor.The dmigo dthis ipditid al boas it b d m deign aitem and-lit-ts stp(did by the Tnne Brian Ni Blt�kly
andcmpleteness dtheinf-atim s,IfbMbythe BCtEng Dnip-A..d-third oinginei-a aooptmce dpd simd mgineetmgsespmaldity edetyfv the tone mmpmmtdsign abvxn.Sae the awe SttW.Fng.976051
page and'he
Inf tim @ General Nam"page foradditimd inf ties.All mmeetor plates ahan be mmdacNd by Simla-Strong-Ti.Company,Ina in a-adan-with ESR.2762.All connector 2M N.Kings lhgh.FL Pie FI 34951
pen am at 2D gage,alma the apecifd plate size is Mcn-d by a--18"which indimtm an IS gage plate,or'SN 18',utich indieMm a high tension 19 gnae plate.
Southern Truss Companies,Inc. Truss: A3A
SOUTHERN 2590 N.kings Highway Project Name: 2371-A
TRUSS Fort Pierce,F134951 Date: 8/20/2016 7.41:12 AM
Component Sohltioms Page: 1 of 1
Tru COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax
Version:2016.5.1[Build 5
_ Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY
39-0-0 5/12 1 0-0-0 0-0-0 0-0-0 0-0-0 1 24 in 231 Ibs
394)-0
7-1-3 7-6-07.4-2 41.8 r 6-1-127-1-3 14-7-2 21-11-4 26-0.12 el.4 39-0-0
5X61 SX6-
5 6 12
12 15
51
• 3X4/ US
7
4
3X6/
3 1.5X3
N B
4X6/
9
1.S1
1
f15 14 13 12 11 10 9
7X6- 3X4- 3X6 HS 18- 3X7- 3X4- 3X4- 7X6-
D-0.0
1 D-7-12 113E B-2-8 8.10-4
10-7-12 21-11.4 30-1-12 39-0-0
Loading General CSI Summary Deflection L/ (loc) Allowed
Load (Pat) Bldg Code: ' FBC 2 I41 TC: 0.91(6-7) Wt TL: 0.97 in L/473 (12-M L/240
TCLL: 20 TPI 1-27Q7 BC: Q77(1415) list IL: Q47 in L/973 (12-13) L/360
TCDL: 15 Rep Mbrinaease: Yea Wis: Q99(245) Hon:TL: 0.12 in 9
BCLL: 0 D.O.1-: 125 Ye Cneep Factor,Ka=1.5
BCDL: 10
Plate Offsets QntY Y.Angl: (1:1-I2,34,91) (2:1az48,22) (3:a11.1-14-) (4:40.3-13,22) (5a1311,78.) (6:0-1,3-Iz4) (7.K3.13,2z) (RI-I2,34,90.) -
(934t34to) ODoo 3aa.) (11:00.1-I2o.) (12.,I-IZ3E.Q) (13oa.I-Iz4) (14:0-0.3-&0.) 053SUAO.)
Reaction Summary
Jr Type P g c ro Bon With Mat 'at Ron Ba Wdth Mast React Mast G,av uplift Ma.wend uplift Mast uplift MaX Haiz
15 Pin(9d8) 1 sill Cmaele Masonry 3.OU in Z0531bs - -59511s -59516s X73 Ibs
9H Rau(rass) 1 1.5 in - 100 in Z1471bs - _628 Re -M He 0Ta
Material Summary Bracing Summary
TC SP(MSC62113)92 2X4 euept: TC Bating: Sheathed m AaRns m 3_2n Paiin dsiM by Otbw.
1-3 SP(ALSC&2013)SS 2s4 3-5 SP(AISC6.2D13)SS Zol
BC .SP(ALSC&213)SS ZA BC Bating Shmthed mPulins at S4Q Pudm design by Othw.
wkbs SP WSC62I73)MYStud 2X4
Loads Summary
I)ihu Inns hen hem designed fen the effmis be m IO psf ball®Thad lice load pts dead load.
-0 Thu tnas hen been d-sighed!the effects(wind Imds m amradntx with ASCE7-10 with the fdlawing raci dfined inpm:lA mph ultimate,Figsme C,Ftdly Enclosed
Gable/Hip,Holding Category ll(1-LZ OreaB Rdg Dims 82 ft X 52 ft.h-16 ft,Net End Zone Tnes,Neither and web considered DOL-1.33,CC Zone Width 5.2 ft.
3)Mminma storage attic loading in accaNmce with IBC Tible 1607.1 has hen applied
Member Forces Summary T de indicates:Mwber m, CSI,maX anal raee,(ma,cam.Cam aari t ftmt anal to=)
TC 1-2 0.388 144lbe (E8lbc)45 6-7 Q442 _z347His QW9 _all His
M
24 0.524 -3.379Ila 0.830 a.1141ba 7-8 0.747 125Ibn -72R.)
BC 9.10 0.364 11515Rs (.6D4lbs) 12.14 n75D z758Ibr (-I.L•slha) \\ \���---
_ 10-12 0699 1.788Id -WIbi 14-15 1768 3.1>711n 1-:353ths) \ �. i F,A
wkbo 1-15 Q089 250Ib, (-237Its)4.12 0.551 -1,028Its 7-10 n229 554Its (-24Ibr) \ ENS
- -
_ 2,15 0.988 -3,54ztm 5-12 Qm 467]be (1371bs)7-9 0.ffil z3881m
1.14_--0.775____ -_ _--(21816r)611 ___O.HrO _ -610 IIn -_.(-Xd IM)8-9_.. _0..1 .- -2151bs--- (-196 Rn)
4.14 0.22 550an (413Rs)6-10 0.154 -250Its ; E 76051
Notes:
� 1)Whm this tons has been,chosen Car q.diry ass,rana inspection,the Plate lrlaeemeat Method pciTPI]-2m/A3.2 sha0 be voted Cq=1.17.
2)7rmsaomss cmnatim is fa gaaphiral mterprtatim only Ahangmerother ametmal caroretim shall be pmiddto resat the-rzactim and,##shown in the Reaction �-
anciently i Q ; TAUE OF
3)P-id adgmta 6winage to peesent pending ']' 1F
4) ®hrdicstm ,m continuous Wesel (CIA)arForrd at the tmstice(s)shown.Rona f CLR-t be ode p*diagonally bawd see 1}WPBCIRBRACE For altem sci etn {.•�1
aCLRaanddiagaoallaaeng,e,}wkEPZNFGRCE GRipp,
5)Listed wind noift reactions based alMWPRS Only led g.
/ 11
/ 9/CNAL \
a
NOTICE Amp/of this design shall be ftsnished to the eretim con ctm'Ihe dmigr d this ind'nidtsl tress is based m dsi�vitvia and nequonemmts srgplicd me Tnss Montt wQ and slim y,m me a�maer Brian M Blealdy
and cmupleteness (the inf ties act faith by the Hdldg Designer.A seal m this lowing iadiceles neeeptanre arp�simal mgi-cring rmpat Tility solely fa the truss cmtpmeat design shown.Se the cut -Strte4.Fag 1176051
page and the'Impatent InCmnatim&Growl Notes"page far additiond inf ties.All connector platen andl he manttctued by Simpeam Strong-Ti:Cry,Inc in amadanee with FSR-2762.All connector 2590 N.Kings Hipp.Ft.Picini,F134951
pats ere 20 gatge,mless the specified phte size is fa0owed b,a-Ir which indicates an IS gatge plate,m-SN 184,which indicates a high tension 18 gorge plate.
Southern'truss Companies,Inc. Truss: A4
2590 N.Icings Highway Project Name: 2371-A
x w SOUTHERN Y
TRUSS Fort Pierce,F134951 Du ryl e: El2olzo16 7:a1:1zA
Component So]utionsTaa COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 of I
Truss
Version:20165.1[Build 5
Span Pitch Qty OHL OHR CANT L CANT R PIIFS Spacing WGT/PLY
46-10-14 5/12 1 0-M 0-0-12 0-" 10-9-14 1 24 in 308 Is
46.11-10
7-1-15 7-1-15 2Sb 4�12 4�12 S7� 411-12 SS15 5�15 2412
1 7-1-15 14314 ~17�4 1 21-1-0 1 251-12 1 30.9-4 I 3Fr9-O 4�15 I 46-10.14
&5�
2x4- 12
yam- SF—Sx6- 1x41 5x6-
4 5 6
x12- 3x4- 5x6\ 12
1 2 3
4x6\ S
7
Sx5\
N 8
uS
d 3x4\
0 9
d
d
4x5-
1B 18 17 16 15 14 13 12 11 I
1.5x3 l .. _ - _4x4 — _ 3x7_- _.3x4- 3x7- - 3x4- 3x4- 6x8- _ _1x4 j
D-0-0 0-0-0
7-1-15 7-1-15 6-32 7-d-D 7-0-D 56-15 SS15
t 7-1-15 143-44 21-1-0 285-0 + 359-0 1 41.315 46 �
Loading General CSI Summary Deflection L/ (loc) Allowed
Load (Pf) Bldg Cade: FBC 2014/ TC: a99(2-3) Ym TL a26 is L/929 (1516) L/240
TOLL: 20 TPI 1-21rf7 13C: Q91(1547) Mat Liz Qm in L 1999 (15-16) L/360
TCDL: 15 Rep Mklnaease: Yea Vkb: Qk5(L12) Caat/OH TL Q29m Z.1903 (lall) 2L/120
BUL 0 D.O.L: 12516 Cant/OH U. n07 in M/999 (1all) 2L/120
BCDL: l0 H=TL: not is 12
Plate 06 ets pntx,Y,Angt (1:64%34ta) (2:1-12,341,Q) (3:043s,7a.) (4:04,3 Zs) (5:0Q 90.) (6:w.3-D,o.) (7:o43.13,R) (E:2-1,3.9.22.) .
(RI-12.3-1,22) p0.b$3;a)
p7:]-]234Q) (1k1-123 ( 90.) -0 ) -lz ) :03 ) pA01-
119 $0-) p2a43 - ores
$o $ ) .
Reaction Summary
II Type Br,Combo 9g Wdih Material Rgd H9 Wthh Max React Max Grey Uplift Mmr Wad Uplift Max Uplift Max Horiz
1 5 m Cmvete Maa_7 3.m vt 1.588 ft - 457 Ile 457 f -55D lbe
12 H Roll(VUo 1 8 m C—de Maamry 3.73 in 3,16416s - -1,017lbe -1,017 lbe 0lba
Material Summary Bracing Summary
Tc sP va sC62D13)N2 2s4 TC&acing Sheathed ur Pulina m 390.Arlin design by Others.
BC SP(ALSC&2013)fa W BC Bracing sheathed a Portia:at 6-K Min design by others.
Vkhe SP(AiSC6-2DI3)M3/Stui 14
Loads Summary
1)Thu huse hoe been deigned fa the cffa4s a.to to Wbdtun tbad Rw Imd phe dead I..&.
2)Thu trial has been d tigrted fa the effects of wind leads
in. a nce withASCE7-Io with the fo0wing user defined input: lA mph ultimate,Emeapm C,FuUy Baclmed,
GabldHip,B dldmg Category H p=LOOL 0-11 Bldg Di-82 R x 52 R,h=16 k Na Fad Z-e Truss,Neither end web tansidacd DOL=1.33,CC Zme Width 5.2 ft.
3)hf iat—st—M anic loading in acca nto with IBC Table 1607.1 has trm applied 1 1
Member Forces Summary Table iadimtn:Member 1D,max CilL max axial c e,(max—pr.r itmlicmt li®—dal r)
TC 1-2 • 0.881 -1.221 Its 5.6 0.593 -1.4o71b, 9-lo 0.741 dSl lbl
13 11. -1,6781m 67 0.50 Re 7 -97D 1a20 a001 2lba
3-4 (1635 -1,89511h, 74 0.7U7 -1,351 lbe �__-•-
4-5 Q318 -1404f 8A o8s -1493 the \\
BC 10-11 n685 69911a (-501ft) 14-15 0.601 9nlln (405lta) I8-19 Q632 Dlb. ` �;��\GENSF���,��%
11-12 Q685 6991te (-5Dl lb.) 1517 a914 1,3321M (-2781ba) \ ,
IL14—__ag(n_._____._631 Res— - (-51ba 17-Ig - Q833— __. 1.C651bs__— (-363lba _._.--_ =_- '_
W:to 1.19 0.062 13011a 4-17 0.322 756 M (mil ft)7-14 a678 1,045]be (—Be) -�E76051
1-IS Q634 1,6760s (Sn lbs)415 a141 39216: (-245 lbs)7-12 Q849 -ZM lbe
2.18 Q385 -1,o70 Ibs S15 0.126 474 lb. &12 a194 -4Mlb. WL .
2-17 a187 701 lbe (-131 Ile)615 0.297 740N (56111:)9.12 Q5% LoStl lb, (439 lb,)
3.17 a379 -1,D39 lbe 6.14 0..397 -7801be 941 Q01A -392 lb.
Notes: OF
1)Wren this hiss has ban chmm to gality asauanee ingmtim,the Plate Pleremeat Method per TPl 1-20M/A3.2 shall be used Cq-1.17.
2)Pamide o&garte damage to{mat pending
3) ®Indicates omtimnus lateral testmint(CLR)regir d at the Imtim(s)shwa.R—of CLR treat he a&q atdy dngmally traced,see D-WFBCLRBBACB Fa altearatito
to CLR.and diagmal tracing nee D-WEBREDWORCE.
4)Listedwind tgdiR roctimn Insect m MWFRS Only IeoS g
NOMCE Ampy of this design shall be funi hed to the maim emhadm The design d this indnidoal=a is b—d on design eriteria and regf—u aupplicd by the T s Martdachrrr and relic upm the amasuy Brian 14 Bleakly
and a.r}delee—dthe ivfmrutim act forth by the U lding Design¢.A aml tothis dewing i thcatea—pta000 ofprof—imel engineering—pao-Wty adely f the hors—pineal design shwa.see the rorr Strad.Eng.h-MI
page and the-)mpndanl lnf tim @.General Notes-page f eddtimal inf hen.All emncela plate ah.0 be men&.tuved by Simpsm ShmgTi,Cora;-y.Inc in areadnm with ESR-2762.All cmncda bW N.Kmp High.Ft.Pierce.F134951
pate ate 20 garage,-less the specified plate size is&H—ed by.`W whieb ivdi.tea-18 g.,W plate,or'SM 19'.which ivdieatea.high tea:im 19 pw=e plate.
Southern Truss Companies,Inc. Truss: A4A
SOUTHERN 2590 N.Icings Highway Project Name: 2371-A
TRUSS Fort Pierce,F134951 Date: 8/20/2016 7.41:13 AM
Component SohitionsTK �IIORANIE$ Page: 1of1
Tus6 C� (800)232-0509 (772)464-4160 (772)318-0016 Fax
Version:2016.5.1 mld 5
Span Pitch Qty OHL OHR CANTL CANTR PLIES Spacing WGT/PLY
39-0-0 5/12 1 0-M 0-0-0 0-0-0 0-0-0 1 24 in 245 lbs
39-D-0
65-3 6-5-3 1 7-o-15 4-0-12 4-a1z ss-s s1-12
6-SJ 12-165 19-11-4 24-D-0 213-0-12 33-10d 3.
it
SX6- IX41 5X6-
5 6 7 12
12 15
5�
' 4x5\
3X4/ 8
3X4/ 4
3 1.Sx3
N 9
bx6 to /
I 1.5X3I
J1rr 1 1
I 17 16 15 14 13 12 11 10
-- --- -- - 74--- -- - - - -3x4-- -Sx5-- - 3x4- - - - - - 3x4- 3x4-- -7x6--
3x7-
B7G
0-0-0 0-0-0
8-0-0 8-0-0 8.0-0 I 7�-0 I 7-6-0
r B-0-0 16-0-0 24-0-0 31-0-0 3M
Loading General CSI Summary Deflection Ll (loe) Allowed
Loud (w/) Bldg code:' FBC 20141 TC: 0-93(45) WA TL 0.4 in L/999 (13-14) L/240
TOLL: 2D TPI 1-2W7 BC: 0.56 04-16) Vet LL 0.13 in L/999 (13-14) L/360
TCDL: 15 Rep Mtrinaease: Y Nbb: 0.89(&10) Hon TL: 0.12in 10
BCLL: 0 D.O.L: 125 Y. 0 gFactor,Ka=1.5
BCDL: 10
Plate Offsets(InMY,Angk p:1a2,3-1.9n) (2:1-10.4-7,22.) (361,140,22) (4:0.0,3-13.22) (5:0-1,342,0.) (6.0A3s.9a) CMI,3.I2,a) (&".3-13,2z)
(9I-Iz3-I.9(I) (10,333aa) (11:0-a3a0.) (1zogl-lza) (13ao.38a) (14:0434.0,) (150A2aa) (16:04U-SA)
(17:3.8.3-&0.)
Reaction Summary
7T Toe 13r Canbo BR Nidth Material End Hte Wah Max React Max Gray Uplift Max Wnd Uplift Max Uplift Max Hod.
17 Pin(VAII) 1 8 in Cmaete Masonry 3.00 in 2,WI Ibs - -595 ILs .595 Its 257Its
10 H Roll(Ines) 1 1.5 in - 3.00 in Z I091bs - .628 Its Ag Ibs O it.
Material Summary Bracing Summary
TC SP VJ=&2013)iR D:4 TC Seeing Sheathed er Pmlins at 2.3.0.Prdin design by Others.
13C SP(AIS &WI3)SS 2M BC Bracing Sheathed er PMins at 5.&Q Pulin design by Others.
Who SP(ALSC6.2D13)h3/Snd 2x4
Loads Summary
I)Thin truss bat bean designed f the,a-r=don to l0 psf beam,etiad li a Ind plod deed leads.
2)This trust has been desipped f the,aech of wind]mod in ama donee withA.SCP/-10 with the r Up iog user dcfmd i pi:170 mph mthoate,Es Ix-C.Fnuy Fasdmd,
Gable/Hip,B ilding Category R 0=1,001 0-11 Bldg Dims 82 It x 5211,h=16It,Not Fad Zone Tnas,N iher end web considered DOL-1.33,CC Zme Width 5.2 fL
3)bf imam shag attic loading in accordance with IBC TM,1607.1 has been applied
Member Forces Summary Tble ndmtes:M mba>n,mx csI max aria axe(max emgr.(�fuss t eon max adal xp,) ���� �� f���
TC 1.2 ' 0.671 134 ns (42Ibs)56 a -2.Iz/11. 8-9 0.519 IW Its (sl 1b.) \��� _` •8/ �/,
2.4 0.913 .3,4WIbs 6-7 0,674 -2,Inlbt t�`V
43 0.9V -29181Ia 7-8 0.674 -1,8661bs
7 10-11 0.460 1,348it. (564lbs) 13.14 0.523 Z166Its (-WMe) 16-17 0.445 3,101Ibe (1,3501bs) `\��("
11-13 a489 1.739 Its 4nIbs 14-16 0.562 --Z971 Ibs -1.222161
Was 1-17 aw4 234Its (-2uIts)5.14 a657 991Ibs (33alts)&11 0.32 733Im (-D61ts) \ \ ✓
- - - -. _ 2.17 --a865 3:501 1 a- -- - 5-13- -0.197-- -3691bs - - - &10 a8g8-- --2 297Ibs -- --- tom
2-16 a095 337 U. (-164 N)6I3 a110 -754Ib. 9-10 O.WS IBS Ihs (-1671br) I- 76 y
2-6 O.M 20 Ib.U. (-105Ibs)&-3 a596 239 Its (3@ Ibs) ` `
4-14 0.672 .695 Ilea 7-11 0.224 -435IM
Truss-to-truss Connections Summary * 1
ID CamdTrmt Cani.RTrms CamingOffset Anple OF j
TT31 MA B7G 21-S-14 90 deg
Notes:
1)Wnen this hods has brat chosen for gelity assurance inspection,the Plate Pia-nanl Method psrTPl 1-2nV/A3.2 shall b,d Cq=1.17. ��('� {•.� `\�
ST�,4♦ohms emnectim is f gmphicd intapmtatim mly Ahanger or other shoct-I conmetion shall he Irmided to mist the toss,reactim and WIiA shown in the Reaction
3)P-de adegmte&ainag to l e-st pmdiog
4) ®Indicates autinuots lateral mtraint(CLR)r gited at the locstim(s)shown.Rms of CLR must be adegmtely diagonally braced,see D-VV BCLRBRACB For altematises
to CLW and degmal tracing am D-W BREINFORCF. 1 1
5)listed wind TO reactions lased on MWFRS Only loading 1
1
NOTICE Amp)ofthis desi@s shall be fished to the erection contest-The design f this ivdiuidni truss is based or d7ign ailed,and requirements supplied b/the Truss Man.Sanaer ad relies upon the accurary Brian M Bleakly
and completeness ofthe ini tin set forth by the Building Design¢.A seal on this drawing indicates acceptance, m:'ofpnfessional engineering re ybaity solely for the truss cwgmmt aeaign shown.Seethe mw7 Soda.Eng m6D51
rag and the-Impsdent Inf® legs ation&General Notes- far additional infomatim.All connecter plates shall be mmudamrd by Simpson Strmg-Tic Cmrpany,Inc in aecerdanec with FSR-2762.All connecter
phtea me 20�,se,unless the specified plat,sin is Wowed by,--lr which indicates an 18 Us%,plate,m-Sg 19'.which indicates,high tansim 19 L.We plat ssmx.Kings High.Ft.lsierec Fl 34951
Southern Truss Companies,Inc. Truss: A5
SOUTHERN Date:
N.kings Highway Project Name: 2371-A
TSUSS Fort Pierce,F134951 Date: 016 7:41:13 AM
ComponentTruss SohltiortsTM I Oft
n Page: of 1
COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax
Version:2016.5.1 I111d 5
_ Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY
46-10-14 5/12 1 0-M 0-0-12 0-" 10-9-14 1 24 in 286 Ibs
46d 1-10
6-115 6.115 2�-6 6-0.12 64Y12 &7-4 5-0-15 5b15 D 12
6-1-15 12_ 4 15-D-0 1
21-1-0 ~ 27-1-12 35.9-0 41.115 46-10-14
7-7-4
12
2XIS.- 5F 5x6- tx41 5x6-
4 5 6
6x12- IA 6X6- 12
1 2 3 ---15
3X4\
7 4.
e
eb ebv
>3x4\
6r
d
4x5- I�i
EW
19 18 17 16 15 .14 13 12 11 iI
1 Sx3� 4x8- 3x4- 3x4- 3x7- 3x4- 6x6- 1x41
0D-0 0-0-0
1;-1-15 6-1-15 &9-2 8-9-2 511114 5{s15 5-Fa15
12314 I 21-1-0 29-10.2 al 46
Loading General CSI Summary Deflection L/ (loc) Allowed
ea ld (Pst) BIdB Cade: FBC 21141 TC: 0-97(64) tM TL: 0.39 in L/999 (I5-16) L/240
7CLL: m TPI I-20m EC: Q66(11-M Net LI.- Q16ip L/999 (1415) L/360
TCDL: IS Rep Mbrinaease: Yes va: Q95(3-I8) Cant l OH TL: 0.28 in 2L/946 (10-11) X. 120
ECLL: 0 D.O.L.: 125% Cent OH LL: a07 in M/999 (10-11) 2L/120
HCDL: 10 H-TL: 0.05 in 12
Plete Offs,ts(IntX,Y,Ano (1:6Q3 CL) (2:",3-8,90.) (3:1-123AQ) (4:(W,3-1Z0.) (5:0-0,3A90.) (6:0-1,3-12,0.) (i011,l-10,72) (8:1-IZ34.n)
(9.1-Iz3-Lea) Oaza3�.a) (1Loo.3asa) (1z1-Iz34a) (110A aza) 04:oa3-il Q) (15:o43aQ) (MAIa;0.)
p71aa,341.a) oaooaaa) Ps7-43aw.)
Reaction Summary
77 Ti'pe Hg Cmrbo Hg Vddth Mntedel Rat Ha Wdth Man R,azt Mu Gov Uplift Mu Wnd Uplift Max91b, Max Horiz
I Pin(Vf<II) I am Cmmde Masonry 3.m in 1,54516s - 46911. uK9 Rn 497 IH
12 H Ron(MU) I 8 in Cmaele Masmsy 3.62 m 3.0571M - -1,005 Re -1,00511. 0 Ra
Material Summary Bracing Summary
TC SP(ALSC62013)to 2x4 except: TC Hating Sbeathed
46 SP(ALSC67f113)SS D:4 7-20 SP(ALSC6-20I3)SS 2.4
DC SP(ALSC&2113)SS 2A exm.: BC Racing Sheathed m Puiins at 4-114;Pu1in design 1y Others.
10-13 SP(ALSC&MI3)(a 20
tibls SP(ALSC&2013)ONStud 2A
Loads Summary
1)Thies truss bar Teen 6mipcd f the effecla du:to 10 psf lntt®rLmd live Iwd plm dead Imds.
2)This trms has been desipned fa the effects dwind]ends in accordance with ASCE7-10 with the following use defived inpst:170 mph sdt®ate,Figzsue C,FWh�elmeQ
GebldHip,Holding C IcM m IIg=1.00),0-11 Bdg Dims 82 8 x 52 ft,h-16�of End7.me Teas,Neither end web crosidned DOL=1.33,CC Zme Width 5.21E \\\`�1 1 1 I I'II/ /i
3)Mmimr storage attic Immn in amo dance with IBC Lbl,1607.1 her 1® eel
Member ForeesSummary. Table indmim:Membrrro.ecuCSLe-a"fbaec,(max cmga.r ifdifieco tfi®maxaCWfcoe) \\\\�� M.
TC 1-2 n685 -1,1451bs 4-5Q219 .1,485 Ibe &9 Q617 -1,461 Re \\
2-3 (1695 -1,1451bs 56 Q506 -1,4851M 9-10 0.291 .676 Re
3-40.539 -1,94416s G8 Q966 .691 M 10-20 0.000 21ba `\ f/ ♦`CENs
EC 10-11 Q660 7171M (5171bs)14-15 0.559 851 ft (M ft) 1&19 a188 01hs \ V
------ 11.12 Q660 7171b ---(-5171bs) 15.17- Q6D3- --1,444 Rc-- -(-3661bs) -- -- - ------ -- ---- - -- - -� / - -
12-14 a454 1.620lbs (-I.MIhs) MI8 0.467 1,61416s (4951hs) PE 76051
V.N. 1-19 0.954 634 Ra 415 Q132 ft61be (476 Re)&12 0.613 ZD31te (1,35711s) + /\[�-� 1
1-]8 0.951 1,634 IIc (.59/Ibs)415 Q132 3681bs (-17616s)&12 0.613 -Z66316a
2-18 Q504 4861bs 5-15 0.154 -39311e 3L 0.552 991 Ibe (-'M Re)
3-18 (1436 -M Im 615 0348 943 Rea (-6261bs)94I Q099 .379 Ibs ,,..5{ -a-�
}17 Q291 5801M (2m lbe)6-14 Q488 -1,164 ten 0 ; OTA E OF
Note: i \ 12T-
I)Whan thin trms h.been ehmen t gL.Ely assuanee inspeetim,the Pigs PI-t Method p.IM 1-20C2/A3.2 sh.0 be toed Cq=1.17.
2)Provide a&-qut,drainage to present pending ^A- \,ORID
3) ®Indium emti,a lateral mb int(CIA)regimd m the lomtim(s)shown.Rmz ofCLRmat be adegntely&agma8y buud,see IY0.rrBCLRBRACE.For dtemati d // `s -= \\
to CLRs and diagonal bracin&sce D-WENZE NFORCe a)t5ated w�a,taift readima lased m MWFRs only lmdng
/fl/1111111\\�\
�Z
NOTICE Ac.W a(this drip shell b f ishcd to the lion cmtrad-The design dthis ivdisidtal trms u based-dnip aitaia and rcgo-t.sW0ied b y the T-,M-6ch r asd relies voo the.- Brian M Bleakly
and umpbarness dthe infmmtim set forth by theH7ding DesignmA seal m this dmwing indicates-pance dpofessimel cn&-i gsespmnbUity solely f the tens canymant deign orb-See the cot Smm Eng.06051
page and the"hnpmt=t Inf-Um&General Nobs"leye,fa odditimeln tim in .All emnectm plates shall be-fwftred by Sip-StrmeTe- C®pony,Inc in accoo1mce uith FSR,7762.All unncJm 25%N.Kip 1Egh.Ft Pi-,F134951
plat.-20 gorge,unless the specified plate siu is followed by a"-IS'which indiulm en 18 puge plate,or'S8 19.which indicates a high tee,im 18 pqe pig,.
Southern Truss Companies,Inc. Truss: A5A
SOUTHERN
9590 N.Icings Highway Project Name: 2371-A
TRUSS Fort Pierce,F1 3495 1 Hate: 8/zo/Zoi6 7:a1:1a AM
Component SohltionsTM COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 of 1
Truss
Version:2016.5.1 wild 5
Span Pitch Qty OHL OHR CANTL CANT PLIES Spacing WGT/PLY
39-0-0 5/12 1 0-0-0 0-M 0-M 0-0-0 1 24 in 238 Ibs
394)-0
= S93 S9� 6-4-75 t3-0.12 60.12 51-5 39-15
5-9-3 11-6.5 17-11.4 24.0-0 30-0-12 3r2-1 39-0-0
5x5 H518- 3x4- Sx6- 12
5 6 7 15
12
•5F— 3x61
3x4/ 8
3x4/ 4 1.5x3 1
3 8
4x5!
05
0
! 1.5X31 6
i 1
17 16 15 14 13 12 11 10
7x6- 3x4- 4x4- 3x7- 3x4- 3x4- 7x6-
_. _ - _ _ _3x4-
B7G
0-0-0 0-6-0
B-7-12 9-3-8 6:: 12 6-0-12 8-114
8-7-12 17-11-4 24�0 30-0-12 39-0-0
Loading General CSI Summary Deflection L/ (loc) Allowed
Lad (Ps0 Bldg Cade:' FBC 20141 TC: 0.82(5-6) V t TL: Q53 in L/974 (14-15) L/240
TOLL: 20 TPI I.2007 BC: Q54(16.17) Vet LI.: alai. L/999 0415) L/360
TCDL: IS Rep Mb lneease: Yes Vkb: 0,
91(7-13) Ho¢TL: 412in 10
BCLL: 0 D.O.L: 125% CeLp Fact.,Km=1.5
BCDL: 10
Plate Offsets(Jnt:X,Y,Ana (1:1-IZ3-1,90.) (21-12,4g22) (3:0-11,140.22) (4:00,3-13,2Z) (5:0A39,0.) (6:1-12.3AO.) (7:0.1,3-]2,Q) (8:00,3.13,R)
(91-12,3-1.90.) (1Q30-8.0.) (11:353$Q) (120AI-12.Q) (13:14�3SQ) (14:1-12.38,Q) 05.0A2AQ)
(17:3$3-ti0.1
Reaction Summary
Tf Type $g Cmbu Bp W&h Mat 'al Rqd ag yA&h Max ltsad Mu Gray Uplift M.Wad Up]it Max Uplift Max Holiz
17 Pm(Nh10 1 4 in Cmacte Masmry 3.00 m 1,974lb - -5951hs .595 no 2401hs
10 H Roll(font) 1 1.5 in - 3.0)in 2,0281bs - -6281bs 4VS ne 0 is
Material Summary Bracing Summary -
TC SP KSC&MI3)M 2x4 TC Racing Sheathed.Palma d 2.100,Patin design by others.
BC SP W-SC6.20M SS 2x4 BC Bracing Sheathed.Purfoa at 54Q Purim da iga by Othen.
V1W. SP(ALSC6.2013)NNStd 2e4
Loads Summary
])This truss has bem desigod for the effects clue to 10 psf bou®rLad lice load plus deed lads. ,
2)This tons has bsm designed for the,ff b f wind loam in a c d--with ASCE7-10 with the fotlwing.s &f ed inp A:1-A mlb uitimate,E,,s.-C,FuUy F cl..d,
GableOEp,Building C.egay B 0 e 1.04 0-11 Bldg Dina 82 ft x 52 it,h-16(l,Net FndZee Tana,Neith.and web cxasidced DOLE 1.33.CC Zeus Width 32 Q
3)Minimum ia-Ii attic loading in—I with IBC T.U.IW7.1 has hem applied 1 1 )
Member Forces Summary Tilde iodinates:Member M,max CSL max axial face,(muse mop fat if diffomt fim max e I f)
Tc 1-2 - 0.546 12111s (731hs)5-6 Q819 -2342 lb, 9-9 Q359 791M (Alba)
2A 0.805 -3,N4Ps 6-7 0.651 -2,199Rs
45 Q819 -251/lbs 7A Q614 -1.8661bs `N
BC 10-11 Q496 1,039 lb, (.489It,)13.14 0.461 2,1281M (-923 the) 16-17 0.511 1,925 the (-1,36311s) /
11-13 O.AI 1.62811n fi6716s 1416 0.539 281616s -1.2g716a1 �\Q3; \GENs�\ ��
Rbbs 1-17 U.075 _ _ 21011s (197It.)5.14 0.192 508 no (-10311s)&Il Q34U 93U IM (Z75 Its)
_-
2-17_- 0.85/ -3,328 Rn_--_ _ 644 0.138 - ._.3631hs_ (-1ft311e)&10 _.__.0.633.. ---2,fJ761hs
2.16 Qom ZR Its (-22 @s)6-13 Q224 -573 lb, 9-10 0.054 138 ibs (-17D Rn) yy�y� E 76051 \,
416 Q770 316Iba (Albs)7-13 Q916 B.sR lb.
414 0.298 .731 Ibi 7-11 QI81 470Ihv
Truss-to-truss Connections Summary .A 1
ID Carved T-, Coating Tnes Carvingffset O Angle y , Q-TATE O� /y
Trio ASA ECG 1%944 90 deg �\ �/)'•^^4'A•�^�
Notes: \\ OR`1DFPx1
1)Vhm Ihia tons ban bem d.-fQ gmltty essaamc inapeelion,the Plate PLcement Mdhm pe TPI I-20027A3.2 sbdl be usd.Cq=1,17. / __ r\ N\
S� o ,emn.6-u f.gmphicd lnterpetatim mty.Ahangm or ohm stud"cm¢atim aball he pwided to resist the max teactim and qM shaven in the lieadim t7?,ONAL
3)P i&adequate dminagewpesent pmdin&
4) ®Indust.retimnmlateralrestraint(CIR)mgimdattheloestim(s)sbmm.RwsofCLRmnstbeadegtetelvd'agmellypaced,see D-VZMCIRBRACE Foralteunatiw /0t/11IIl1 `
to CLRa and dm agal hacin&am D-WE2 RENFORCE 1
5)Ustd wind uplift aeactims lased m MWFRS Only loading
1�
NOTICE Amp/dthis his,shall be fisnishd to the erstim cmhadac The design dthis iuditidnel truss is btsd m design oitesia and mituamnents supplied by the Tom Ment£veer ad relies spin the amracy Brian A Bleakly
and-pletrnos d the inf tim ad f.th by the Whims Dnigne.A seal m this drawing indimta scupa-d pmfmaimol anginwing responsibility solely f.the fuss cetpmmt design shown.See the mtsx Shtet Fog fJ1®51
page and the"Impmtmt)nfmratim&Gmenl Note-pags fm red,itim4 ial tim.All amneetur plates shall be manuffacnsed by Shnpsm Shmg-Te Co p ny,Inc in see dance with ESR,2762.All ameda 2590 N.Kinp High.Ft.Piers.F134951
plates are 20 gauge,unless the specifid plate sin is fdlewd by a--IS'which iodiestes an Ire pug,pule,.'S#18',wbieh indiesim a high tension 18 gauge plate.
r Southern Truss Companies,Inc. Truss: A6
SOUTHERN 2590 N.kings Highway Project Name: 2371-A
P Component SolutionsTA1 TRUSS Fort Pierce,F134951 Date: 8 2/20 016 7:41:14 AM
Truss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax
Version:2016.5.1 nod s
Span Pitch Qty OHL OHR CANT CANTR PLIES Spacing WGT/PLY
49-1-14 5/12 1 0-0-0 0-0-12 0-M 10-9-14 1 24 in 2821bs
49-2-10
4�12 6.1-12 2
4ar12 153-4 23-4-0 37-4- i 3840 s14 �o(>r12s 491s
91-8 12 5.4-0
12 6x6 HS 18- 5x5- USHS18-
5F 4 5 6 12
4 - 1 2 J 6x3- 4x6\ 15
1
N 7 3x4\
a e
no 3x9\
IyyI m
�1
4x5- d
20 19 1B 17 16 15 14 1312 11
2xB 5x7- 1x4l 3x4- 3x4- 6x12- 5x5- 6x5- 1x4J
3x4-
0-0-0 0-0-0
612 I 49-fr1 1a2 6 -1 2a F 12o 31:a 12 Cr7-4 15 15
1s z3-0 3a a� 1z s �1-14 Loading General CSI Summary Deflection L/ (loc) Allowed
land (psf) Sdgcode:. FBC 21141 TC: I.m(56) vat TL 0.34 in L/999 (1415) L/240
TCIL: 2D TPI 1-297 BC: 0.88(1415) vest IL: 0.111. L/999 (1415) L/360
TCDL: 15 Rep Mtr morose: No a8b: a85(7-14) Cent/OH TL: OSlm 2L/966 pall) 41./120
BCIL: 0 DAL: 139E Cant/OH LL 0.06m 2.l999 pal]) X 120
BCDL: 10 H—TL: 0.07 in 12
Plate OffsetspntYYAngt (1:34,34.a) (2:00,3-%90.) (3:1-IZ341,0.) (4:1-1;34,n) (5:012,74,0.) (6:I-IZ341,0.) (7:1-12,34X) (aau,la4a.)
(9:I-Iz3-I.2z) (1111 i2-a) pl:on3g9Q) px1-1z3tla) (11KI-1 .) (4:Qa3$Q) pszt3-0,Q) p6:ag38a)
(17:ao.t-I2a) pet-1z3a90.1 (19.3.1) (eat-124uw.) .
Reaction Summary
IT Type Bala Caalo BF ltL Material RnS BR Wdh Max React Max Gear Uptift Max Plnd Uplift Max Uplift Max Hinz
7D Pm(4hD) 1 8 m Cmaele nosy 3.m in 1,668 ft - -6M 11ss -6O21bs -3291hs
12 H Ran(%U) 1 8 in Conaela Masonry 3.66 m 3,100Ito - -98916s -9991ts 0]m
Material Summary Bracing Summary
TC SP(AISC62113)r--- weep[: TC Bmci g: Sb.thd a Puzlina at 3.54 Puiip deign b/Othm.
34 SP WSC6.2113)SS 2c4 45 SP(ALSC&2013)SS 2x4
BC SP(ALSC6.2D13)IQ h4 e,o=pt: BC Pirating ar Psalms ere slo,Piin d:,tgo by oche s.
IS17 SP(A1SC6.2713)SS 214
vo. SP(ALSC6-2013)NYStd ZA
Loads Summary
1)This toes has bees d.iprd for the eaems der to 10 psf butt®rd,ard live lead plus dead leads.
2)Thu bias has been designed(the effects dxindlaadr in aaadma with ASCE7-]0with the frAlwiag snu definedinpsC Mspph Ntinwt F.,q.—C,FWly Faclaed
G.bI.Hip3 bin bg Casegny 110=LODI Overall Bldg Dims 82 ft x 52 ft,h-16 ft,Not Fad Zone Trans,Neither and web considered DOL=1.33,CC Zare Width 5.2 ft.
3)hfmh stusge antic leading in acwdena with IBC Table 16D7.1 bas been applid
Load Case Lrl:Std Live Load ��� l
Post Loads �N\\
Manber faalim Da elion Load Trawdth
" WClad 9-24 13— 5911s ` ems`;/ ��GENSF�`�,�,•r�i
— - Load Case D1:Std Dead Load-
Point loads LE~ 76051 i
Member Iacatim Direaim Lead bib Wdth
� Bon Chd ?24 pawn 741M � �•
Member Forces Summary Tableiodestes:Member ID,maxCSLmaxtidal Jose,(sax—X..r ifdff tfr®—sads]r) •p �1'�ATEOF
TC 1-2 Q439 -1,3Q7114 45 n5@ -1,759Ibs 7A Q993 4,48816s � ',..IL3 Q614 -1,3071ba 56 1.002 -1,T741m 9-]0 O.B54 -6601bs \ �, • 0134 Q52D -ZI10Ito sa 0.861 -899IN 10-21 om] 2Re /OBC tau Q7f7 7wlts, (-4991bs)14-15 nil 748ft (-57lba) 1&19 11653 z269na (4t41Ra) /j (��� OR1Dpi/
Hat 0.777 7mua (499N)1516 a488 1, lb, (5591ta) IY20 a192 329ft (-1281hs)
1L14 Q551 1,6561m G1.261f 16a8 Q656 2.20lb, (sm 16s)
vkts 1-20 QSD -1,627 N 3.16 Q608 -085 N6.14 a385 -1,15611a •�/ /Ol yAL \\
1-19 Q853 1,984 Ito (-1,017 lbs)416 a20 532lbs (-1701be)7-14 0.855 Z.3431h (1.531 lb,)
LI9 Q177 -3501hs 415 0.24 3521to (-334 no)7.12 0.615 -2,6%It. /
3-19 0-318 -1.41111, Sl5 0.650 -SBU lb 9-12 a5A 1,Wft (406 I1n)
3.18 Q118 309 Ra (-S711e)615 U530 1,376lhs (4f7411s)9-Il 0.096 -39D Ito
1
NOTICE A.Wy(this d sipr shell be 6misbd 1.the action cmhactm The desipt ofthis mdisidal toes is based ea design oileria and rsgi rsspmts sWoid b/the Truss Manrfs,t—ed relies Woo the aauracy Brian M.Bleakly
and am)detmcs of the infa®atim ad forth by the Belding Desigom A—I on this drawing indicates aeo gaea dFaef—ionel eagi—cuing respmsilility solely f the truss cmnpment design shwa.See the eac St eeL Fag.07W51
ge pa and the'Tmp¢sanl Inf ties R Gma ge al Notes-pa for additional inf ties.All rmnedce plates shall be—faaaed by Simpson Shmg-Ter Cmgmy,lee in accarlma uiih FSR2762.All essoo c
plat.—21 gpuge,.1—the specified plate sties I,fdl—d by a--I8"which indimses an 19 gay<plate,re•SN 18,which indicates n high tensim 19 gage Paal +550 N.Kings High.}Y Pisa,F7 34951
x:
Southern'truss Companies,Inc. Truss: A6
SOUTHERN 2590 N.pangs Highway Project Name: 2371-A
-muss Fort Pierce,F134951 Date: 8/20/2016 7-.41:14 AM
Component SolutionsT"e COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: z ofz
Tnl ss
Version:2016.5.1[Build 5
Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY
49-1-14 5/12 1 0-0-0 0-0-12 0-M 10-9-14 1 24 in 282 Ibs
Truss-to-truss Connections Summary
m Camd The, Cueing T— Ceu_ving Offset Angle
TT43 FTA A6 9.7 7 90 deg- --
Notes:
_ 1)Whmthistmashmbeench.-f giohty.,s.sanmmapedim,thePlale Ph—tMdbdpu TPII-29WAT.2shallbe..&Cq=1.17.
2)Pmdde edegete dnimge to Iseseol psnd"v.g
3) ®i&oto emti.aw palatal sestsait(CII{1 teq.ued al We I.aotim(a)shorn.Fawn dCIA met be adegntdy diagaoelly hated,see IYWFECIRW2laCE Fr altema6.e
10 CLA,and diagonal bod g.see D-VIEBR@1FORCE
4)Listed wmd.plitl—is.Laze m MWFRS Only loading
NN
pE 76 �y
1
TAT€OF i¢
ORI'D
ZONAL
NOTICE A..M of this design shs111e lb ishd to the a.d-—mda.Th.design of this idisidml mss is bud m dip aitesis and regirements sulplid by the Thus Msnufis er and relies npm the--y Bryan M Bleakly
end eavelieteness tithe if tim sd lodh by the Building Desipm A snap on this dewing indicates a lssom dprofm simd engineeringoeespmsib7ity solely f th,mss cosgmmt design shah.See the cover StncL Fag R16051
{age and the`Important bnf tim 8.General Notes'loge fen additimel irmmtim.All cedar plates shall be—u&,h.d by Sh.psm Stang-Ted Campeny,Ina in eccae lonce ith FSR.Z762.All cmnectre �yo N.Rini Hid.FL Pierce,F]39951
plates am 20 pie,roles,the apecifid plate size is fol "lowed by. lr which i.,ics es an I8 pop plat.,re'SW 18',u'hirh idimle a high ten,im 18 pWe plate.
Southern Truss Companies,Inc. Truss: A6A
SOUTHERN 2590 N.kings Mghway Project Name: 2371-A
Component Solutions"" TRUSS Fort Pierce,F134951 Page: 1/of 1 016 7:41:15 AM
Truss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax
Version:2016.5.1 wld s
Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY
39-0-0 5/12 1 0-0-0 0-M 0-0-0 0-M 1 24 in 223 Is
39-0-0
7--7-12 B-3-6 51-15 5-9-11 5-1-15 6-114
7-7-12 15-11-4 21-13 211 .121 T2ZI2
5X6- 1x41 3X5- 3X4- SX6- 12
12 4 5 6 7 8 --15
5�
3X4! 1.W
3X5/ 3 9 rI
d�
i 1.5X3 1If,
`-[ 1 1
16 15 14 13 12 11 10
x4 7X6- 3 - 5x6- 3X7- 4x4- 3X4- 7X6-
-- -B7G- -
0-0-0 0-0-0
10-r19 1059 8-N-7 8-11-7
10-6-9 21-1-3 %-0-9 39-0-0
Loading General CSI Summary Deflection U (loc) Allowed
1md (w0 Eldgcode: • FBCmum TC: 0.96(7-8) VertTL: 0.8i. L/591 (13-14) L/240
TCLL: 20 TPl 1-2W7 DC: 0.-(1315) Vest LL: 0.4 in L/999 (1344) L 1360
.DL: 15 Rep Mtrinmwe: YesVkb: Q91(8-10) Hom7L• 0.13 is 10
BOLL: 0 D.O.L: 1S% C.91F etor,K-1.5
BCDL: 10
Plate OBacts(3nmy.Angt (I:1-12,3-1,9Q) (2:1-11.4$22) (1:0-11.1-10.22) (4:0.1.3-12.0.) (5:00,3AW) (6:041-1ZO.) (1:00.3$Q) (S:a1312.Q)
(9:1-123-1.9(t) (10'.3S,34(0.) (11:00.38•Q) (120420,Q) (13:0Q3-8.0.) (14.00.2SA)
Reaction Summary
2T Two B.Comm Bg Mdth Mat 'al Rod BR Wtdth Max Read Max Grey Ud'ft Min:VA.d Uplift Max Upift M.Hodz
16 Pin(%NW 1 4 in Concrete Masonry 3.00 is 1,9591bs - -5951ha -595 Its 2391ta
10 H Rae(frtas) 1 1.5 in - 3.OD in 2.002 Re - 628Ili -M Ibs 0 nn
Material Summary Bracing Summary
TC SP(ALSC62013)SS 2x4 a upt: TC Baeiag Sheathed cs PmIins at 300.PmIin drip by Others.
64 SP(ALSC&2013)922.4 9-9 SP(ALSC6ID13)92 2z4
BC SP W.SC62DI3)SS 20 DC Being Sheathed or Pmlins at S2-a Pud'm tr igs by Others.
Wb, SP(ALSC&2D13)Most a4 erupt:
2-16 SP(ALSC62013)K2 2x4
Loads Summary
I)This ts-.hes beset desigaed lir the Ifec s dim to l0 psf belts cbud li a load pho arced lords.
1)This trtna bon been domed fQ the effew of wind Inds in accddsnee wiNASCE7-10 with the follwing tier de6nd inpd:lA mph dtimafe,Expmurz C,Fdh•Factored,
Galde/Hip,Bd&g Catcgay B 0-1.n OsuaO Hdg Di-82 ft x 52 ft,h-16 tt,Nd End 7.me Tnss,NriNer end web mosidcrd DOL-1.33,CC 7.me Width 5.2 8
3)Miaimuo stmgm aztie laafng in an�dmm with IBC T He 16D7.1 has been apptid
Member Forces Summary Table incli®t-Member0,m CSL ouaxWIbee.(�cmw.r adflemt here cousoe to-) `\\\��AN
TC 1-2 Q485 As (-911bs)4-5 0.481 -2,5531bs 7-8 0.960 -1,MlIts
24 0.743 -3.203 IIn S7 Q537 -255311e 9.9 n797 145 Ibs -91 lla)
HC 10.11 0.619 I,485 Its; (6%Ile) 13-15 Q7m 2,@7 Re (-1,D3 Ibs) \
11-13 01690 211211st -946It ISI6 Q7S 3,02916s -1.451 It.)
Vkh, 1.6 0.094 262 N (-247 Ibs)4-13 Q129 3391M (-145 Ihs)Sul Q444 1,18911e (-3521W)
2-16_-..0.�_..___3,38D N ---_-__ 5.13 _--0395' __ -3521b-_ _ _._510' 0.914-- - -Z2241bs_.___ _.. __ _. _ _ __ _ _ __ ._._ -
2-1
5 0.166 39611e F325Ida)7-13 Q429 mi lln (2431bs)9-10 0.110 251 N (-245 ors) `
E 76051 ��
&15 R360 73 Ile (-21311e)7-11 Q322 -716v 1 1
Truss-to-truss Connections Summary
ID Canied Tees C-iagrrtas C-mg Offs d Aide r 1
T79 A6A Fll('i 17-9-14 9D deg TAT O�F jF M
Notes: �0
1)When this tars hu Ica dhow for gelity es-ce inspection,the Plate PI-t Method po TPI I-20 WA3.2 shell he used Cy=Lla / Q D / `V�\
STnes4o s emnedim is(gapbiul int,p tatim mly Ahnga asthc,M ttsal cmrretiea sh.R be pmided to mist the mexrractim mduplift sbwn i.the Rrsetioc �������O'`I ���\�\
// /� `\1
7)1'ro+ide ahgas adm�iaage to PMnt pmdia& �i/ S%NAI \
4) ®Iadint tmuae latemlrohainl(CLR)scgi dot the laotim(s)ahwa.Rwa ofCLRmtat be sdrgetely diagmalh•1raa�sce D- tW�ClltBRACE FQalt-titer 1
cep Clubs nd degmsl brad g.see D-WE®7@7FORCE /,111 111`1\`\\
5)Listed wind uplift,eadims hosed m MWFRS 0.It,loading
NOTICE Acopy ofthis&sip shell be finished to the rectim cmbado,The design of this in Ii idwJ etas is hued on design mtede and agenvimts st}plid by the Tees M-dowses sod relia tpn the amnr>Y Brian Ni Bleakly
end compldmess of the inf tiro set forth by the Bdldmg Doigna.A seal m this drawing iamcstes accept-ce of podessional mginming msponsTOity solely fm the Isms mmpmat design shwa.See the mesa Svtet Fug.M/W51
loge ndthe-Impsdnt f tin&Genial Notes-page for.dditionel inf tiro.All coencdor plates shell he mmndacead by Simpson Sang-Te Company,Inc in ncccohocc with EM 62.All-ta ?590 N.King FBglt.F�Puce.FI 34951
pleln sre 2U gasgc,mless the epeeiHd plats size is fdlw.a bF a"-IS"which indicates n 18 gauge plate,sr-SX 18',which indicates.high tensim 18{gale.plate.
Southern Truss Companies,Inc. Truss: A7
-' SOUTHERN 2590 N.kings Highway Project Name: 2371-A
T13US5 Fort Pierce FI 34951 Date: 8/20/2016 7:41:15 AM
Component SolutionsTM COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 ofz
Truss
Version:2016.5.1[Build 5
Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY
49-9-14 5112 1 0-0-0 0-0-12 0-0-0 10-9-14 1 24 in 257 Ibs
49A D-10
6-7-12 738 g 5 7-1-11 6 5 4-7-4 5b-15 5.6.15 01}72
6-7-12 1371� I 20.53 ~ 27-6-13 I 34�12 I 3&B•0 44-2-15 4
5x6- 1x41 3x4-3x4- 5x6-
TT 12 3 4 5 6 7 12
T 51F- 1x41 15
05/ 8 3x4%
9
3X41
d 0 w
rA
1.5X31 d
1 4x5'
20 19 18 17 16 15 1413 12
7X6- '3x4-4x4- 3x7- 3x4- 4x4- 6x8- 1x4j
3x4-
0.0 0 0-0-0
10.2-9 10.2-9 9-1-7 9-1-7 543is
5515
1.-9 205-3 29£-9 313-8-0 44-2-15 49-9-74
Loading General CSI Summary Deflection L/ (loc) Allowed
Lmd (fs0 Eldg Code: FBC 20141 TC: Q98(8.10) Vert TL: 0.65 in L/691 (17-18) L/240
TCLL: 2D TPI 1-20W DC: Qa0(13-15) Vert LL: Q32 m L/999 (17-19) L/360
TCDL: 15 Rep Mtxlnaeas.: No Vbb: 0.99(7-13) Cent/OH TL: Q22in 2L/999 (1142) 2L/120
BCLL: 0 D.O.L: 125% Cant/OHLL: 0.04m X, 999 01-M 21,/120
BCDL: 10 H-TL: 0.1 in 13
Plete OH cu()ntY Y,Ang): (I:L12,31,9Q) (2:1-12.44Ln) (3:0.1,314
Q) (:K 49Q) (5-KI-12,0.) (6:Oa34Q) Qb1,312,a) (8�Oa313,9a)
(9o]Ia-1o2z) Po.1-1Z3.1,r) p1:24L3-Za) (1 0341911) (110.3ua) 04:0al-I2,Q) (15:04340.) (16:00.1a2,Q)
(17:Oa340.) (1g0.0.2-0.0.) (19U(X3-& (20383-&a)
Reaction Summary
rr Type agem b. Bgwmh Ma edel RalBxwdh Max React Max cm.u.n Max was ud;e bfaxuP n Max xa¢
20 P n(va9) I s cmad,Ma mq 3.m m 1,8501b .599 R. 59911 a56Ibc
13 HRdI(VAU) 1 Bin Cmmle Ma.-y 3.2D;. 3,199lbs - -1,@2 lbe -I.M]1W 0Ns
Material Summary Bracing Summary
TC SP(ALSC62013)92 ZA exeep: TC faring: Sh�thed a Pa1in..t 3<a Pali.deign by other..
1-3 SP(AISC6-ID13)SS 2A 35 SP(AISC6-2113)SS 2.4
BC SP(ALSC6.2D13)SS 2.4 -0: BC Ruing: Sheathed m Paling at&2A Pulin design Iy ONea.
11-14 SP(AISC67013)622A
F61. SP(AISC67013)03/Shd 2x4
Loads Summary
I)Thu mes has been d.siSn d fa the effects die to 10 psf bxtan chord hue lmd pm dmd lm&.
2)Thu t-s has barn designed f the effects of wind loads in amadan«with ASCE7-10 with the follming ma defined inpd:170 mph ultimate.E;m=C.Fully Endured,
GeNdHip M,E.gCat.gay00-1.001 OsaaBBldg Items82ftx52ft,b-16k Nd EndZmeTana,Neithaandasebsmsi&ndDOL-1.33.CCZmewidth5.2R
3)Minimtm etaage attic larding in.«adorn«with IBC Tat2e 160/.1 has keen ep{iid *n
Load Case Lrl:Std Live Load \\��\\ a•'•13L�/�/�i/
Paint I.oad6 Q'� •�G'ElV�`���/
_ Member lash- D'uectim Lmd 7bwdh ` �, VF ♦`�,
Bd Cbd 9404 Down -- 701bs __
-Load Case Dl t Sid DeadLead - - - - - - - -- -- - - --/ E 76051 -
Point Loads - l
Member L.«tim Disedim Lmd Tdb wmn - .�.
Bd Chd 9-)04 Down 971hs l
Member Forces Summary Ubl.mdmte.:Member ID,-CSt,max.,d.1r.(max-q...face;fdff Ifi- xw.r) �'fl � °TATE OF !�
TC 1-2 0.419 135 R, (-7911s)46 Qg46 -2,349Ite 9.10 a994 -1,502lbe j \ 22•�,Qt�/�(/
b3 Q52z _Z349N. 7.8 Q706 -1341I1. 1aN 0.001 -65016: ♦ ` OR1pP \�j\\
34 0.460 2319 n 74 n 3 9 1 3671� 11-21 am1 z 11. /
Ib13 a7796 6696it. (�m) isii a6663 ].61sit. f 334N) isw 0.7755 Z6691 He (.1,010.) �14s -- ��� \\
w:M I.2D 0..083 23316s (-215 lba)4-17 Q416 -46 Ds &13 0.191 4131M
L2D Q981 -3,12416s &17 Q349 9521ta (-5841hs) 10.13 0.582 1,orn t. (4119N) �� ONq'
2-19 Q121 338 Its (Z13 Re)6.15 Q348 -1.159Its 10-12 0.097 -399It.
3-19 0.298 68216. (-2571b.)7-15 0.610 1,6B6Ite (-8181b.)
3-17 0.251 26311. (4481bs)7-13 Q989 -2,7131bs
T
N(YnCE A-py.fthis drip sha8 be s.ni=had m the aaaim conhaam the coign ofthi,indhidad tnes it urged an coign aileie oral rcgfi its s Wi.a by the r.Mao.ra ,d Rhb Tm the e«aaey Brian NEBleakly
end ea.pl.lmess dth,inf tim ad forth 1y the Building De igna.A teal m this lowing minter accept-dpf.simel eagi.eeri.g aspmsibilily solely fa the tM.-pent design sham.See the corer Strain F g.W MI
peg,and the-hnpa t Int-atim&Gmaal Nda-psge fa ad6timd infra tim.All emnwa plan shell be coma deed by S mpsas Stmng-7e Cmyeny.Inc in arcadmm with ESRZ762.AU cmne.ta 2590 N-Kings High.FL Pierce,F134ZI
pat.era 2Dpoge,mins th,ap-ficdplate n.is f.u.wm ty.-)V which indinte.®18 g.V plde,a'SB 18', tsich ivdmtn a high tmsim ISL.LW Plate.
Southern Truss Companies,Inc. Truss: A7
SOUTHERN 2590 N.kings Highway Project Name: 2371-A
Page:Component SobftionsTM TRUSS Fort Pierce,F134951 8/20/2016 7:41:15 AM
Truss CQMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax
Version:2016.5.1[Build 5
Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY
49-9-14 5/12 1 0-0-0 0-0-12 0-M 10-9-14 1 24 in 257 lbs
Truss-to-truss Connections Summary
ID Caniol Tnes Carling Tnas Caaving Offset Angle
TT42 FM A7 9-I04 £A deg
Notes:
1)whm this acts he teen�n:m to¢miry asammre inspeaim,the Plate Placaneat Mc]had pc TPI 1-BIOLA3.2 shoLL he iced Cq-1.17.
2)Pmateaaina�mpre l promos
3) 0 Indicates emtinmus lateral retmiat(efx)yea m the loenm(a)shown.Rwsa afeLRmat tr ade4ately mnpnauy t.ae,q as awmcur>$iACE For apt®auuea
to CIA+and duganal hraeing,see D-WF73RENMRCE
4)Listed wind uplift seadims based as MWFRS Only loading.
- `\
E 7" 1 --
l
"ATE:OF i
p 2'�•�-Otb'<v
.�`0R1D4:-' �X
SS%NAL�N \\\�\
/l/IIIII0
l
NOTICE Acopy of this design shdl be[wished to the en dim emtractor.The deign of this md'nidual teas is hued m deign aiieri.and segdrements supplied M the T a ManuF a and Rua Brian M Bleakly
and e..Oeteneas of the information set fords by the Hmlmrug Iksipre.A seal on this drawing indietes wo ptmm of pmfessimal engineering responsibility solely for the toss ..posent deign shown.See the rose St—L Fog H76051
page and the'7mpananI lofwatim db General Now'rage for edditimd inCmmtim.AR®Data daw shell he manttndued b/Simpsm ShmgTe Cavlarty,Ins m areadanm with ESR-27R.All emncetu 2M N.Kings Hilts.Fe Pierce,FI 34951
paw are 2U�sge,roles the apeeifiea plate size is followed IT a'lr which-beatea an IS gnus,plate,or'SO 19',which indicate a high tension,19 pup date.
I
` Southern Truss Companies,Inc. Truss: A7A
SOUTHERN 2590 N.kings Highway Project Name: 2371-A
Component Solutions7M TRUSS Fort Pierce,F134951 Page: 1/of 1 016 7:41:16 AM
Truss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax
Version:2016.5.1[Build 5
Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGTIPLY
39-0-0 5/12 1 0-0-0 0-" 0-" 0-0-0 1 24 in 217 Ibs
39-0-0
i
6-7-12 73-B 59-15 8-5.11 59-15
6-7-12 I 11-4 + 19-9-3 28-2-13 =1212
5x6- 3x4- 3x5- 1x41 5x6- 12
12 3 4 5 6 7 5
5F—
1.Sx31
4x5f 8 T
N 2 I 6
1.5Xd 1
1
15 14 13 12 11 10 9
7X5- 3x4- 5X9- 3X4- 4X4- 4X8- 7X6-
_. B7G
D-0-0 0-0-0
9.10-9 9-10-9 8-5-71 10-9-3
t 9-10.9 I 19-9-3 28-2-13 39-0.0
Loading General CSI Summary Deflection L/ (loc) Allowed
Load (pal) Rdg coda; ' F33C 20141 IC: 0.83(4.) Mat TL: 1XIS is L/428 (9-10) L f 240
TCLL; 20 TPI 1-2DU7 BC: Q78(1b12) %%t LL: 0.49 in L1945 (9-10) L13W
TCDL: 15 Rep Mtrinaease: Y. Vkb: 0.981)-10) H-TL: Q13 in 9
BCLL: 0 D.0.1-: 125% Cusp Fsda,Kcr=1.5
BCDL: 10
Plate Ofet,(J.MY,Angt (l:I-lZ,3.1,9Q) (2:14Z tA22) (3:0.131;Q) (4:1-123$0.) (5:041-12.0.) (6:OA3$90.) (MI,3-lZ(I)
(93E3$Q) (10.040.&O.) (ILGO.2..0.) (121-12.3-$(1) (13:642-M) (14:OA3S.Q) 0&3$3-8.0.)
Reaction Summary
rr T,pe sec Canbo Big wah Material Rga 3 g ores h Max Read Max Gras uplift MAX was uptft Max uplift M-Hod.
IS Pin(ohm 1 4 in Coo!,Masarry 3.W in 1,922 lba - -59511n -595lbs 2391Fe
9 H Rdl(Truss) 1 1.5 in - 30)in 1,918 Its - -M Its .6M Its on.
Material Summary Bracing Summary
TC SP(ALSC6213)822x4 except TC Bma og: sheathed orPWins at 3"PWin design by others.
1-3 SP(ALSC62013)SS 2x4 3-5 SP(ALSC6-2013)SS 2.4
BC SP(AISC62U33)SS 2.4 BC l inteing sheathed or P,&ns at 5-a4 Pullin design by others.
w:hs SP(ALSC&2013)8Y&W 2a4
Loads Summary
1)This mess has been designed for the effects ds to 10 psfbatuan had rise load plus dead load,.
2)This teas has been desip dfu the effects dwind Ind,in a«adsrm with ASCE7-IO with the foawingmadefined ivpa:170mph Wtimate,Fapsum C,Finn•Fadosad,
GAI.Hip,ItAdiog Category II 0-1.00),0-11 Bldg Dios 82 R x 52 ft,b=16 ft,Na End Zone Tess,Neitha end web considered DOI.-1.33,CC Zane Width 5.2 R
3)Mivim=storage ard,Imding in aecodmm with IBC Table 1 W7.1 has been applied
ry f ;fdilr t son,max axial tom)
TC 1-Forces' OL374 Summary ,aae��=�x:Q413 , 794N social (ma amp.sae
TC t-2 Q374 134 Its (-A lb.)3-0 0.413 -?,794 Rs 67 0.1Q7 �Ilb Ih
2-3 Q514 -3,1211hs 46 G832 -2226 Rs 7-9 0470 105 he d4lbs)
BC 9-10 0.747 1,138 R' (a93lba) 1:14 Qh3- 1519 R8 (1.2131h) `� `��� -•• ��
10-12 Q781 2.7. -1.2671b. 14.15 0.641 2919lbs (-I'46511s CiEN \�
VVcbs 1-15 Q083 232Its (-2141t)3.12 0.326 322lbs (212lba)7-10 Q9s4 1,6121bs m,)
2.15 OLS46 .3,2821b, 4.12 0.2/8 258Ih (-2i41ts)7-9 0.73U -1,9'lb,
2-14 -- Q �116 _- _. -324 Ihs- -(-195)W)4.10 111" - 72716s - - 8_9- 0.079 -"183 lbs (476 it+)
3-14 0.1a5 517Its (-Ilg16s)&10 Q475 -534lb, 76051
Truss-to-truss Connections-Summary
ID CmiedTrm Coming Tess Ca iosoffet Angle
TTE A7A H7G 15%14 90 deg
Notes: "ATE OF
I)ti,Wbm this buss has been,hoaen l qu lity assuanm inspection,the Plate Pla®eat Mdhod per TPI 1-2 MIA3.2 shall be seed Cq=1.17. �,��
2)Trmsbaacss connrctim is f graphical mterpetatimealy.Ahmgaaatherstuatal a tion shall le poid:dto resist the mmt reaction ands{dftshwa in thel7=ctim �//� \` pRipP.
3)Provide adequate damage to pe,et parading `�f�--I �\
4) ®Inc iwto smtio❑us lateral r=tmint(CIR)mgiud d the lmtim(s)shwa.Rwa d CLRmst h od gmtdy d g..Uy lanced,am D-)kMCIRBRACE Fm nitematises �� `SS/ANAL ENG�\\
to CLRs and diagonal bsadng aecD-1,7EBRIUMRCE / 1 5)Listed wind uplift reactions based onMWFRS Only Iondivg / 01111111� \\
`1
NOTICE Ampy ofthu design sball be hanisbed to the a fim cmtaam The design athis indisidrel toss is hard m hsigo aitme and segmv❑mts acpplied by the Tessa Mmdadua and rtties sped the svreey Brian Ni Bleakly
and aompdeness dthe inf 6m set forth by the BAdingD=igam A seal an this drawing indicates aorep.nm dpm'asia 1 mgineaingrespms'tdlity solely forth,toss compmet design shorn.Son the core Strut Fog K76051
pegs and thepdm-Important Inthm atim&General Ned=-page to addition.]in(tiAll--tor--tores prid shall be man bed d b7 Si mgTe:mpson Su Cmrymy,Inc in a-d-ee with ES& All mnnrx 2762.A
pates as 2f gage,unless the specified pal,size isfouwed by a--18"w•hiah inm gorge pa estea m 18 re,or-Sp 18,whi h i e vdiestas a high lsion %18 G. plate. 590 N.Map High.F<P ern Fl 34951
=27! Southern'IYuss Companies,Inc. Truss: A8
w. BOUTHE6IN 2590 N.kings Highway Project Name: 2371-A
Component SolutiollsTM TRUSS Fort Pierce,F134951 Page: 8/20/2016 7:41:16 AM
n'p° Truss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax
vesion:2016.5.1 mld s
Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY
39-0-0 5/12 1 0-0-0 0-0-0 0-0-0 0-M 1 24 in 218 Ibs
39-0-0
" 57-02 � 639 { 5S8 � 6-1-11 I 6-1-11 I 6-1-11 I 2
t 5-7-12 11-71.4 17-7-12 239-7 29-11-1 36�72 39-0-0
12
5x6- 1x41 3x4- 3x4- 3x4- 5x5- -15
12 3 4 5 6 7 8
5� 4x4\
9
4 XS
N 2
rb
1.5x31
1
17 16 15 14 13 12 11 10
7x6- - 3x4- 4x4- 3X7- 4x4- 3x4- 4x8- 2x81
C1G - - -
0 0-0 0-0-0
Zi9.14 8-9.14 9-2-8 9-2-8 2-114
1114 + 17-7-12 36-0-12 1 3
Loading General CSI Summary Deflection LJ (loc) Allowed
I.md (pst) Bldg Cade: - FBC 20I41 TC: 0.84(34) Vat TL: a53 in L/M (13-14) L/240
TCLL: 2D TPl 1-2007 BC: 0.63(1L14) Vet IL: a l5 in L/999 (1415) L/360
` TCDL: 15 Rep Mhrinamsa: Yes 136b: 0.82(9d0) Haz TT-: al4iv 10
13C,L: 0 D.O.L: 125% Corp Factor,Ka=1.5
BCDL: 10
Plate offsets(J.MY,Aoa (1:1.143.1,90.) (21-11,48,22) (3:01,3-1z0.) (4:aa3$90) (5:00.31,0.) (6:0 I-IZ0.) C7:00,3$0) (S:a0.3-9.0.)
(9.3;&2 -) pala2,40.9n) 01:1aUSA) (2oa34(a) (MM.2 11) 0a3 4:04(a) (15APyaa 0600.) 341.a)
(n:3x3aat '
Reaction Summary
IT Type BT Combo Ed Wd1h ataiat RO Big w 867 Re Wdth Max Read Max Gav Uplift Max Wad Uplift Max Upa Maxn ax Ha
17 Pin Cr-.) 1 1 M
.5 in - 3.00 1, - -595 it. -595 lb. 259 Ibs
l0 H Roll(%II) 1 Sin Cmaete Masmty Mini. 1,806 as - -628 IM SB Rs 0,ta
Material Summary Bracing Summary
TC SP(ALccs2D,3)fP 2x4 TC Racing Shmthed m Prins at 244 Palm&sig2 by Dthm.
13C SP(ALSC&2013)SS 2.4 13C Racing Shmthed a Puffins rt 530,Ptxii design by Othm.
W:ts SP(ALSC6-2DI3)AWStud 2.4
Loads Summary
1)Thu t-s bas been deiip d fa the effects due to l0 psf botimt chord here lmd pim dmd lords.
2)This taus by bem desipped fmthe effects of wind Im&in-ordavm with ASCE7-10 with the following user defined inp t:TA tryb ultimate.FSyestae C.Felh•Fndmed,
GA1.11-lip,Building Categitry I((I=1.W0 0t 11 Ildg D'ms 82 ft x 5211,h.1611,Not End Zme Tins,Neith end webcroside d DOL=1.33,CC Zone Width 5.2d
3)Mmiman:tang attic]ending iv aecadavm wain IBC lhble 1607.1 has trrn applied
Member Forces Summary T.We ivdmtes:Member ro,tamer Cat taax a)dal for=.(tax pang.r ifra t bent max a)al r,
Tr_ 1-2 Q384 116Iba (d716s,45 Q677 -2,99311s g9 0.480 _95616a 2-3 0837 -3,015lb, 5S7 a679 -2.5511m `v
39 n944 -297i 11n 7-8 0.533 -M1M
BC 1011 0.249 0lba 1L14 0.6� 2,M41M (1,367IIs) 1&17 0.512 Z74511s (1,46t Ibs) �N
II-12 0.580 2090 Itn (-1.IA71M 1416 0.519 2568lb. (-1.30011n1
RHs 1.17 0.02 2MAs (1831W)4-14 0.276 -401Im &11 a05s 155Itr (S216t) v-/ - - -- -- \--- -�
-- -- -- b17-- -a796-' - -3.123�' --- -- 514- 0.153-'-- --4M16a (-Ai lb.)9-11 a(A7 - 1,635 lbs- (498 It,) - - - /� _
2-16 aorrs 232 Its (-83 Ils)5.12 0.559 (38 ihs 9.10 0.&0 -1,825 Ifs LE 760 1
3.16 0.11S 313 Its, (-4811s)7-12 0.346 952Its (-305Ibs)
314 0.304 6461hr (-2331h)7-11 0.fb7 -1,733IIs 1f
Truss-to-truss Connections Summary
ID CamedThai, CmmgTnns eanbgt>ffaet Anal, ! TATEOF 1
TT12 AS CIO ld0 ZA deg q't \ F
Notes:
pWhenthisttusbatbeenrh.-l ``O
gnliry easaxenminapeclim,the Putn Placement Method pa TPI 1_71107/A3.2 shall be wed Cq=1.17. � R
2)Tms4ohus emnetim u for pa W,O intepatatim mly Abange a other 3tneta4 emtactim shall he plwided to resist the am:Imctim and tyldt shown in the Rea tion \�\
3)Pawide adegste china.to p-t pmdmg O \
4) ®Indicate cmtinuan Iztetal restrain(CLR)gird at the 1-tim(s)shown.Rower of CLR wut be adeq tely d'agmslly traced,see D-WIDC11MACF For ithemstiw
to CLRs and diagonal bearing see D-WEBRENFORCE 1 1
5)listed wiadtflift teactima based on MP7F'RS Only kedvg
1�6
NOTICE Ampy rihi.deice shall he 6misbed to the etmlim emhaea.The design ofthis individmi was is based ea design ,itria and to ri mints supplied by the Tms h4sfdiaeaxQ and mRes npm the swear y Brian M Bleakly
and taopbetenesa dthe istf®stim act forth by the Balding Dasigser.A seal m this drawing indicates aasptaace of pd-iatet enginming sesp-ability solely forth.base catopment design ah-.See the- Smet Fng K7605]
tep and the-lmpodmt Inftams0m&General Nolen"page f additional mfoamtim.All emveetor plates shall be toamfficnscd by Si pop ShmgT Cavpmty,Ive in ecmdance with FS&2762.All cmnector 390 N.Kivp High.Ft.Pierce,F134951
platen all 2U gorge,mless the sF dficd Plate size is followed by a-_i8'which indicates en 18 g,sg plate.a'SW 19%wttieb indicates a high tmsim 19 p w.plate.
Southern Truss Companies,Inc. Truss: A8A
w'�s-7-b SOUTHERN 2590N.1dngsHighway Project Name: 2371-A
Component SoLltions7M Page:TRUSS Fort Pierce,F134951 8 of 1/ 2016 7.41:16 AM
Truss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax
Version:2016.5.1[Build 5
_ Span Pitch Qty OHL OHR CANT L CANT R PLUS Spacing WGT/PLY
39-0-0 5/12 1 0-0-0 0-0-0 0-M 0-0-0 1 24 in 220 Is
39-0-0
5-7-12 6 7� 5-8-8 6-0-4 6-0-4 5-0.8 2-11.4 , -
5-7-12 1 11-11-0 1 17-7-12 l 24-0-0 30-0-4 l 36�12 3�
12
5x6- 3x4- IX41 3x4- 3x4- 5x6- �5
12, 3 4 5 6 7 8
5F- 1.5x3 1
9 r
1 42 f
2
N
rb
1.W1
1
17 16 15 14 13 12 11 10
7x6- 3x4- 4x4- 3x4- 3x4- 4x4- 7x6-
3x8-
_ B7G I _
0-0-0 0D0
7-9-10 7--10 8.4-13 6-0-4 8-7-12
7-9-10 15-7J 24-0-0 30-4-4 39-0.0
Loading General CSI Summary Deflection L/ (loc) Allowed
load (ps0 Hdg Cab:• FBC 804 TC: 0.84(L3) Yen TL- 0.57 in L/815 (13-14) L/247.
TCLL: 20 TPI 1-270/ BC: 0.95(1617) list U, 0.16 in L/999 (1314) L/36D
TCDL: 15 Rep Mtrin-.: Yes Vkb: naD(2.17) Hsa M. Q15ia 10
BCLL: 0 D.O.L: 125°L Creep Fecm4 Ke-1.5
BCDL: 10
Plate Offsets(1ntX,Y,Ane (1:1-12,31,90. (2:1-11,4S,I2) (3:0.1312,0.) (4:0A3$0.) (5.-K3-%-) (6:00.1-12,0.) Q:1-IZ3-$Q) (8:0.1,312.Q) -
(R1-1Z3-1,50.) (10.3$3&(1) (11:1-12}$0.) (IYDd,I-12,n) (13,01U4i.)' (14:04L3$Q) (15:0A2QQ) (16AQ3$Q) .
(17:38.3-&Q)
Reaction Summary
7T Tya Bm Cmdo Hg Width Material Red Bm W dth Max React Max Gray Uplift Max Wind Uplift Max Uplift Max Hodz
17 Pi.(Rhll) 1 4 m Cmcete Masenty 3.00 in 1,871 Itr - .95 Its -59511s 259Its
10H Roll(rw) 1 1.5 in - 3.00 in 1,83g Re - 678 F. 628 f 011s
Material Summary Bracing Summary
TC SP(AL.SC&20
13)C 2x4 'IC Bracing Sheathed aPudiss at 28-0.Patin design by Others.
.SC BC SP(AL6.2013)SS N4 except: BC Bracing Shasthederftlins at70,4- Poplin design by Olheo.
1S 17 SP(AISC&2013)#220 '
Vbla SP(ALSC67D13)Wtui 2.4
Loads Summary
1)This inns has been,deigned fa the effects den to 10 psf bm=chord five lad plus dead hods.
2)This tens has hen deigned fa the eHecb dwivd loads in arwdsnm wiW ASCE)-10 with the follwin6 tact deCnoed rope:PA mph sdtlmte Fipaua C,F ll-Fadan{
GabldAip,Bidldng Ceegtty H 0=1.00Z O%e H Bldg Ditm g2 ft x 52 0.h=16 ft,Nat F&dZme Teas,N6the and web mosihmd DOL=1.33.CC Zme Width 5.2 fL
3)Mtnim=stomge rile loading m w,o,dmm wild IBC Table 16M.1 has bs m applied
Member Forces Summary ,able indiestes:Meaber ID,toot cal,noes a,dalfetes,(max ass.r if fiffisent fitn max&dal r)
TC 1.2 nS91 117 lb, (69lla)4-5 Q696 -2,912 lb. 8.9 0.338 571hs (-29lbe)
2-3 0.S40 -3,C42 fla 5.7 0696 -2,81211a
3-0 Qg22 897 ihs 7-8 0.® -2.W41ta \` Q' G•EN \
BC 10.11 (1438 77911. (.4241be) 13-14 U575 Z9421hs (-1.4371bs) 16-17 Q951 Z-M]be (-1,4%Me)
1143 n479 0.50 Ba 9851hs 14-16 L940 Z5781bs .L3001hs) /
- - -Vkb. -- 1-17 -QW3 - ---2731be-- -(485lb,)'4.14- - Q270 - - -35i)Ihs -- - gll- -n682 - - 1,839Its ...- (A130n) - �- ' -----E 760 1 `� % - -
2-17 0.798 -3,141 as 4.13 Q146 -354 Iba 9.10 Q486 -1,815 fhs yy�yy P
3.16 0.1 2211h (-78 5-13 4313 45S Via 9-ID0.038 961hv (-84Iha)
316 0.101 01 ffi IIle, (-949411s)7-13 0.724 1,010 lb. (-509Ihs) � }•7'.` �rj\\\�Ms
3-14 Q236 621 lb. (.176 lb.)7-11 Q769 .1,117Ih I I
Truss-to-truss Connections Summary f -0 1 WAT€OF r
ID Castled Teas Camro6Ttas C&svinROlCsa An¢lc 's,.•
T17 A&1 S7G I3914 A7 deg %-`� /!'F���to/
Notes: (�
When thus tors has tom sham f geliry esstsana impegim,the Pkte Pla®not Mdhad per TPI 1-ZO�/A3.2 shell be used Cq-1.17.
)Ttas4oi0ss comectim is fa gmphic l intmprd lim mly Ahanges a ace s htMnsal mmm�im shag h pvidedty must the max smctia and gdiR shorn in the Rmdim //// S�ONAL E
smmary
f
1)Provide edegnte damage to psessal Pending
4) ®Ivdnle cmtmnun trleal mtaivl(CI1q seg:sed et the 1®tim(s)ahoun.Rwx otCIRmat h ed..gntety diegmsdy tramd,see U-Nr'�CIRffiiACE Fa alt�erisas / 1 1
to CIRs and dugmd tracing am D-W EERENFORCE
5)listed wid uplift staetiessa lased as MWFRS only loading
NOTICE Acapy of this deign shall be finished to the as-im smtrsesm The dsiga of this indsidssl teas is lased an design esiteda and rcgmemmts atFoisd by the Tms Manttfawer am relies rpm the e¢nxacy Brian M Bleakly
and m& fpicteneas of m tin set faith by the Buld'nog Designs.A seal onthis dewing ideates,ac Vp ce of Professional mpneering mpm&Llity solely Cache has canpmmt deign shorn.Sun the enact Stoct.Fig g7605f
pogo and the'7mpatmt 1nf tin&General Notes-page f eddidanal ivt tin.All eennecta plates shell be mmtfact o d 1y Simpson Strong-Ts,Cmtpeny.Inc in acwdanm with FS&2762.All-tar 2590 N.Kings High.Ft Piesee,FI 34951
plates are 20 gripe,unless the specified plate size is Ril-d by a-lr which indmles an 18 peg,Plate.a'S4 11r.whidr indicates a high tmsim 18 pugs plate.
Southern Truss Companies, Inc. Truss: A9
iL t�- SOUTHERN 2590 N.kings Highway Project Name: 2371-A
TRUSS Fort Pierce,F134951 Date: 8/20/2016 7:41:17AM
Component$allltlOnSTM COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 of 1
Truss Tr
Version:2016.5.1 uild 5
Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY
39-0-0 0/12 1 0-0-0 0-M 0-0-0 0-0-0 1 24 in 204 Ibs
39-0-0
7-9-10 I 7-9-10 7-9-10 7.9.10 ' s-tob q-11{3
7-9.10 15-7-3 23-4-13 31-2-6 38-0-12
12
1.533
1.5x3l 4x5- 3x4- 3x4- 3x4- 3x5- 4x5- 541
1 2 3 4 5 6 7 8
fi 9
N
1 1
16 15 14 13 12 11 10
7xe- 3x4- 5x7- 3x4- 5x7- 3x4- 7x6-
B7G
0-0-0 0-0-0
9-9-0 9-9-0 9.9-0
1. 19-&0 29-3-0 39-0-0
Loading General CSI Summary Deflection L! (loc) Allowed
Load (w0 Rdg code: FBC WIN TC: 0.54(o-5) Mat TL a55 in L/gn (12.13) L/240
TCLL: 20 TPI I-2w BC: Q6703-IS) Kit LL: QI7 in L/999 13 L1360
TCDL: 15 Rep Me lnaeue: Yea P6b: 0.93(7-10) Haz TL: 0.17in 10
BCLL: 0 D.O.L.: 125 Y. Creep Fatter Ka=1.5
BCDL: 10
Plate OBaets(J.MY,An& (1:1-I2.3$90-) (2.0A341,0.) (3:0Q1-12.0.) (4:OQ3$Q) (S:OQ3$Q) (6,12.oJ (7:PQ3$Q) (@QQ3$72) -
(9:1-1z3-1.9Q) (1Q3-8,3$Q) (ILOQ3$0.) (120Q28.Q) (13:0-0.3$0.) (14:Oa2$a) (15:0a3$Q) (16:3-a3.R0.)
Reaction Summary
3T 7 pe I3eg Cmibo llrg Vddth Material Rgi Boa Mth Max Read Max G—Upift Mar W d Uplift Max uaift Max Haiz
16 tin(WN 1 4 in Camale Muonry 3.W is 1,755lb, - -015 lb, -615lbs .36lb.
IDH Roll(Teas) 1 1.5 in - 3.0)in 1.755 lbs - -603 Res -6m Ira 0 the
Material Summary Bracing Summary
TC SP(ALSC62013)SS N4 except: TC Bracing Shuthed a Adios at}bQ Pmlin drip by Others.
8.9 SP(ALSC62013)C 2x4
BC SP(AISC6,20 3)SS 2:4 BC Bradar Sh.thed a Puma at 54A Portia desip by Oche..
116M SP(AISC62013)nfShd 2x4
Loads Summary
1)This ores hu been desigped(the ffm to doe to 10 p:fbm®ehod lire load pm deed loads.
2)This trues baa tam ae:igoea tame e(rem aNioa 1pae,io saxsp�.hmasca7-1o..iw me rouo,.;ogmcdec oil�Pe:t70 mFe Wtimate,F�mm<e.Fouy>adme�
Gable/Hip,Belding Cmegmy B(I=1.001 0-11 Bldg Dims 82 It x 52 ft,It=16 k Not Fad Zone Tana,Ncith.and web caesidemd DOL=1.33,CC Zone Width 5.2 It.
3)Minoru t storage attic lording in accordance with IBC Table IW7.1 his been applied
Member Forces Summary "Table indicates:Member ID,max CSL tmx axial face,(nsax emrpr.f ifdia t Ovu max oriel race) ``` 11111 f f,
TC 1-2 ' Q494 0 N 4-5 Q538 -3.2871bs 7A Q491 31111 (101h) \\\\` /Jl
2A am -2-sw 1ba 5-7 a482 -2-5001M &9 a3% 90 Me 42Ira)
9 10-11 0.594 z1778 IM (-1,031 lbs) 13-15 Q667 3r17lbs (-1,465 Res))
11-13 0667 3.217 Ib. -1.478lbs 15.16 Q594 2.1781hs (-999lbs)
vrxa lab aNs 231h 4.13 a6w 2301be (-6ma)7r0 0.930 61816a
2.16 a930 -z61glm S13 QW 2301m' (3111s)SIO 0.101 -223 It. I _
2-15" 0.363'_ _ __954]m - (-2371be)5.11 - 0.334 -90 Its; `
4-15 0.333 -952 the 7-11 Q363 M ft (-225 Rs) LE 76051 \�
Truss-to-truss Connections-Summary
` w C.nird True. Comingin Truss Camling O6 1 Angle
TT6 A9 B70 I1-944 90 deg �-
Notes: r '0 1 "ATE OF �
ZT`10110i V�
1)VVhen this true.his been chosen fa gdity assaena mapedim,the Plate Placement Me%b d per TPI 1-20Y/A3.2 shill be used Cq-1.17. Q. \ A-;STrms4otsnts cmnectim crp is lntdation urly Ahangeraaherstrssetes.l—etim.hall heprwidedtoredst themmrteactim.nd shwa m uplift sh theReaetim r�
3))Pao ide a&gmte drainage to rx�t pending
4) ®Indians motimx.n lateral restraint(CLR)sequed at the laatim(s)shorn.Rws of CLRmmt he adegmtely d4wally hosed,see D-VAMCIRBRACE Fa alt sr atiw
to CM and diagnd bndng see D-WFzMFPIFORCE
5)ILated xiodt{dilt readies based on MV)M Only Imdiog
a-b
NOTICE Amq.1 this design shill be(unshed 1.the—rim exotrad¢The design cfthu in h%i&ol teas is based on deign esiteria and region is nVpdied by the Tess Mmtfa t and relies W.the.carary Brian M Bleakly
and cmgdetrness of the infmrmtim set forth by the Billing Design-A.cal m this dossing indicates aceepance dpefesaimd engineering aspon 30ity solely fa the tnas rmWsnent design shwa.See the roc Sinn.Fog,rml
peg.and the'Tmpatant Inf lion&General Noses loge fa edditimal inf tiro All conneeta pate shill l,Inav>ff th%ed by Simysm Strong-Te Cmgany,Inc in accordance with FSR2762.All connector 25%N.King High.Ft.Piacq FI 34931
plat.—20 ptge,bales the specified plate size is fo—d by a--18"which indicate m 18 gorge pate."SO 19%wtieh its6ates a high tension 18 ptee ph,..
Southern Truss Companies,Inc. Truss: A9C
s,
SOUTHEAN 2590 N.kings Highway Project Name: 2371-A
muss Fort Pierce,F134951 Dace: 8/20/2016 7:41:17 AM
Component SolationsT u9PtSN1ES Page: loft
Tfus6 CaI (800)232-0509 (772)464-4160 (772)318-0016 Fax
Version:2016.5.1 ulld 5
Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY
39-0-0 5/12 1 0-0-0 0-M o-" 0-M 1 24 in 218 Is
39-"
4-7-12 + 53-8 I 5.10.0 1 6-s12 1 -7.0 5-7-0 1 4-7-12 ¢71yi
47-72 9.11� 159-4 22-3-0 27-10-0 33-5-0 38-0-12 39-0.0
�12
1.8m
12 5x6- 3x4- 1x41 3x5- 3x4- 4x8- US
3 4 5 6 7 B 9 0
5F-
42/
N� 2
1.5x31 _
r 1
..ILL I 19 18 17 16 15 14 13 12 11
7x6- .3x4- 4x4- 3x4- 3x7- 4x4- 3x5- 1x41 7x6-
C1G I D3G
0-0-0 0-00
7-10-1a 1-1 o-10 1 6.5.12 1 5.7-0 67-0
n 7-10.10 "L 223-0 27-1. 335-0 39-0-0
Loading General CSI Summary Deflection L/ (loc) Allowed
Load (PSI) Bldg Code:- FBC 2014r TC: 0.76(3-4) vest TL: 0.6 in L/779 (1516) L/240
TCLL 2D TPI I-20W BC: 0.92(IS16) Vest IL_ a2in L/999 (15-6) LI360
TCDL: 15 Rep Mtrincraeu, Yn Rhb: 0.76(8.13) Hm TL a18in 11
BOLL: 0 DAL: 125% Crc,P Fecw,,Ka=1.5
13CDL: 10
Plate Offsets(Jnt:X,Y,Angk (1:1-12,3-1,9Q) (M-14,4-9,22.) (3:0.1,3-IZO.) (4:1-IZ3$0.) (5:00_18$90.) (6:0a1-12,a) (7:1-LZ3X0.) (8:00,38,a) -
ryoa}9,a) OQI-1;}1,9n) (11:34i344a) O2aa31.) (13:1-IZ341a) 04:0121(a) (I5:oa3-&a) (16*.I-12.3-Sues)
(17Aa2L.0.) (18U-0.343.Q) (19:3fl3&0.)
Reaction Summary
1T Tvpe ll,, EgWdh Matuial Rod Big Wdh Max Rears Max G-Uplift Max Vlnd Uplift Max uplift Ma Hera
19 Pin(foss) 1 1.5 in - 3.00 in 1,755Its - -59511. -595 N 291 tin
It H Roll(ism
s) 1 1.5 in - 3.00 in 1.755Its - -MN -0B Ibs 0IFs
Material Summary Bracing Summary
TC SP(AISC6.2013)b22x4 TC]racing Sheathed or radius at Z4a Pura design by Othem.
13C SP(AISC6.2013)922:4 except: HC Hacivg Shnthedm Palms ai 4S-0.P Un dnigp by others.
17-19 SP(ALSC6-IDI3)SS 2.4
Vkbs SP(ALSC6.ID13)KYStd 2A
Loads Summary
1)This truss has bem designed forth,effew de to 10 pef bottom chord Iise load plus dead Inds.
2)This toss Gas teen deigned fathe effects dxind Imds in--dmce with ASCE7-10 with the(.housingtiterdefined iopa:f,Dmph Wtimate,FV.-C,Fu%-Fndmed,
Gade/Hip,&dlding Caagny 0 R-LU0).Otaxll Bldg Dina 82 a x 52 it,h-16 ft.Nat End Zme Truss,Neitha and wab coasidmed DOL-1.33.CC Zme Width 5.2 ft.
3)Min'unun stores,attic Imdme in eccesdanoc with IBC TxN,1607.1 has be-applied
Member Forces Summary Tale indicates:Member ID,rmxCSL-social i(useremgx.I-ifdia t6an-atdalf-)
TC 1-2 0.405 961b, (-5511a)4-5 0.749 -3,2V Iba 8-9 0.543 361ts (-low
2-3 Q710 -Z®8lb, 5-7 QW3 -3,297 Its 9.10 Q222 69)m (-58 Its)
3-4 Q77 1bs 7-8-3X88 a703 -729lbar
BC 11-12 0.559 1,649 Its (-818 the) 13-15 Q7W Z729 lb, (1,3Z7Ila) 16-18 U.80b Z5351bs (-1,37311) `\�3` \1v�Ns(�\�` J �/
Ib13 Q559 ]6491In -81811a 1516 a916 3,738]in (-I,Q4161) 1&19 0.446 Z4041hs -144411at / N ` /'"• /
Vkbs- 1-19-- 0.W -- 169lb, - (-152Ih)4-16 - 0.245 - --474lb, - &13 -a761 1,463 Its (7u11a) - `---
2-19 a641 -Z8541m 4-15 a174 326lb. (232Ra)&12 0.094 2481ts PE 76051
3-18 0
106 ZA lb, (-44I1s)7-15 U.223 -736 Haslbs &n QU73 --161 the 1
}l8 QOD 1$Im 7-15 Q423 7.SG Im (3951he) 10.11 0.0/3 -1611hs
346 0446 9D the (-3851hs)7-13 0.454 -MAs
Truss-to-truss Connections Summary '0 rATE OF /
ID CmlcdTms C!Ei Trus C ROffsd Aryl �_,(( //�
TT13 A9C 3LL_ _-..Z70 deg�.. / /`• \ 22•F�+'t /��G/
Notes.
1)Whan this truss has bean chmen fagnhtymturseuce impaction,the Plate Placement Method pa TPI 1-200LA3.23hall he used Cq-1.17. ����V�OA►/ei \�\�
Z)Trms�o4rma cmnatim u fa gaphinl interpetatim mty.Abangermother surest l cmreetim shall be pmidedto mid the--dim and uplift shorn in the Reaction
Sum
3)P-Ad.adequate damage to proem pending
4) ®Indicates commucn lateral mtmint(CL.R)requiredal the Iecatim(s)shorn Russ fCLRmuat be edegab2ydagm.11ylsaad.see D-0.'IDCIRERACF Fordtmtatisss
to CIR.end d,gmal heoa&see D-WEBREINFORCE.
5)Listed wind uplift seactima besed m MP/6R.4 Only loading.
NOTICE A copy of thi,deign shell be A..ished to the sc tiro com aa¢The design of this induidual mess is hosed an design criteria and regdrcrocuis supplied by the Trues Manudaaua end mRes upm the amracy Brian M Bleakly
and compietwess of the infmmtim act faith by the Building Desigta.A seal m this dewing indicates saepance of p.1-imd a(i-mg respmshility solely for the mere cmpmml desig,ahown.Sec the case Senn.Fog 9ml
page and t'c-Impudent Infmnetim 8.Gmesal Nom-page f edditimd inf tim.All coam-ter platn shall be snmsAscn¢ed by Simpam Strong-Te Cmgeny,Inc in areadanm with ESR 2762.All cmnectu Hi 2590 N.Kings Mils.FL Pierce,Fl 349 l
plates am XI gauge,mlm3 the apeofied plate size is follawed by a--18"which indicates ao 18 satge plate,car'SW 19'.which indicates a high teasim 18 gsups plat,.
Southern Truss Companies,Inc. Truss: B 1
2590 N.kings Highway m
ighway Project Name: 2371-A
SOUTHERN
TRUSS Fort Pierce,F1 34951
Lrdre: s/zo/zo16 ra1:1gAr1
ComponentTr SDLltionsT"' COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 of 1
Truss
Version:2016.5.1 ufld 5
Span Pitch Qty OHL OHR CANCL CANER PLIES Spacing WGT/PLY
24-11-12 5/12 4 0-0-12 0-0-12 1-9-14 1-9-14 1 24 in 116Is
25-1.4
14 5-2-0 5-2-0 I 5-2-0 I 2s2-0 I224--11-114 �12
b4 -¢112 4 2-1-4 7-3-14
12
5x5-
4
12 12
5� 15
3x4/ 3x4\
3 5
tb_
n 1x41 1x4l
u 6
4x4- 4x4-
12 13
10 9
3x4--- 3x7-- 5
3x4- 3x4-
0-0-0 0-0-0
2-1-14 10-4-0 10-" 2-1-14
2-1-14 12514 22-9-14 24-11-12
Loading General CSI Summary Deflection L/ (doer) Allowed
Load (l e0 Hdg Cone: FBC 2014/ TC: a54(4-5) v n TL: 0.3 in L/8fw 00-11) L/240
TC LL: 2D TPI 1-2W7 BC: Q86(9.11) Wit LT.: (103 in L/999 (9,1Q) L/360
TCDL: Is Rep M6rincreaee: Yes Wbb: Q91(}I1) Cent/OH TL• not in UP 2L 1999 (11-1) 2L/12D
BCLL: 0 D.O.L.: 12556 Cent/OHLL: Din 21./999 (J-7) M 12D
BCDL: 10 Ho¢TL: 0.04 in 8
Plate OfOets(7ntK,Y,Ang): (1:7.Q32,0.) (20-0,3-13,90.) (3:1-K4.9,T) (4:OA3-13,0.) (5:1-14,4.9,n) (6:OA3-13,90.) (7:2-0,1;Q) (8:1-12,38,Q)
(9043.e.Q) (Q00.1-12a) (11:1.12-3A0.)
Reaction Summary
JT Type Rg Combo Rg Wdlh Material Rod Erg Wdth Max Reset Max6-13diR Msx Wind Uplift Metz Uplift Metz Hair
11 Pin(WO) I 8 in Concrete Masonry 3.W in 1,241 Its - -394 lb, -3941ffi 104 lbs
8 H Roll(W10 1 8 in Carteret Masaury 3.W in 1,241 Its; -394 N -3941ffi 0lbs
Material Summary Bracing Summary
TC SP(ALSC&2013)0-1 W 7C Racing. Sheathed a Purling st 5.1.0.Podin desip ty others.
BC SP(AISC6aOl3)122z4 except: BC Racing Shuthed.Patina at S8D,Ptak.drsip by Others.
7-10 SP W=&2U13)SS Ad
Win SP(ALSC&M13)AWSlud 2A
Loads Summary
1)This toss his been designed for the an the eets doe to 10 psflnd chord It-lend plus dud Inds.
2)This tons has been designed f nue e0eets Kwind loon,in awadance ith ages/-10 win the folloning—defined input:170 mph ultimata Falmae C,Folly ll doeed,
Gxble/Hlp,Btcl&ng Category R U=1.001 O,—U Eldg Dims ffi R x 52 Q,h-16 k Net Fad Zone Tms,Neither end web emsidered DOL-1.33,CC Zane Width 5.2 A
3)Mmimw staags artier loading in accordance with EEC Tad,1607.1 has been applied 1
Member Forces Summary Table indicales:Member ID,mar CSL max wrist fusee,(max emV..f if Col(t fin Cow axial r) \\`\\
TC 12-1' QWI 21ffi 34 Q537 -1,1871ffi 67 Q�9 -24716e
I-2 Q292 -250 Iffi 43 0.537 -1,1871ffi 7-13 aN] 2Iffi \\��AN 1v•�I.7L�
2-3 0.310 -190 Iffi 56 0.312 -1911ffi r
BC 7-8 0.340 2471ffi (-fills) 9-H a8Q 1.1441M (-0Hlle) \` `- GEN ���
&9 o.su I.ws 1ffi ads 1ffi 11-1 0.735 7491ffi (-a 1ffi) /� �� SF \
Vbbs z11 0,147 411 lbs (34811s)4.9 0.175 4s91ffi (-T 1m)68 (1145 4061ffi (-352 f)
- - ._ }ll 0:9U9 1,2941ffi_ - _. 39 -- Q159 _264IIs.- _ '181te) _- .. - \ C
3-9 0.159 2S Me (-2181bs) 58 Q903 -1�91 Rs � � �G 76051 \� �
Notes: - '� /JI[-ilT/--�•A'��\1�µ, ,
" 1)When this tans hen been chum for gnlity esstrmsz inspcaim,the Piste PL—t Method per TPI 1-2(X7/A3.2 sha0 be used Cq=1.17. * 1
2)listed wind,rplinrerniensba,m or,MWFRS Only lending ; TATE OF
NUME Atop,ofthis design shall le finished W the maim smtreeta.The design ofthis mdnidad nuns is lased on dciga criteria end rcgmemmrs supplied 1y the Tms Mmufaesns wad relic upon the ecevacy $xian 1y1-$1�]Y
end Cor octmess of the inf lion set forth by the Bmldrag Designee A seal on this lowing indicates acrepenee of ptinsienel engineering rtsponu'tatity solely for the toss Component design short.Seethe maser Sb-L Fog MDR
Inge end the-Important Infatuation 8 General Notes-page fa eddfiand infmmrstion.All rmnccf plates sbeil be mntdnctucd by Simpson Strong-71,C®pny,lot in srmdanee with ESR-2762.AR emneef b%N.Kings High.Fl.Picrca FI 34951
plates an,20 pupa unless the speofied plate size is followed by a"-19'which indietes m IS pop plate,or-Set I8-,which indicates a high teneim 18 raoge plats.
Southern Truss Companies,Inc. Truss: B2
SOUTHERN 2590 N.kings H me:Highway Project Na 2371-A
t•�--- .;
Co anent sG1nt1Gn3T*4 THUSS Fort Pierce,F134951 p ate: 1/2012016 7.41:18 AM
of
Truss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax �
Version:2016.5.1[Build 51
Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY
24-11-12 5/12 1 0-0-12 0-0-12 1-9-14 1-9-14 1 24 in 113 Is
25-14
0* 12 1-1-11 1 5-2-_ 2-9-
5-2-D 7�8 i 2-1-14 gwq 12
2-1-14 7 _14 125-14 1956 214 24-11-12
5X61
4
12 12
5F- 15
3x4/
3
3X4%
5
1x41 1s1
2
d
4x4- 4x4-
13 14
UY
11 10
_. 12 _- - 3x4- - 3x7- - - - 9 8
3x4- 1x41 1x41
0-0-0 0-0.0
2-1-14 1D-4-0 .'7.0-8 3-3-8 N-14
2-1-14 12b14 191-6 22-114 1 24-11-12
Loading General CSI Summary Deflection L/ (loc) Allowed
Load (w0 Bldg Code:• F13C cola TC: an Crier) Vest TL: 0.34 in L/584 (11-11) L/240
TCLL: 2D TPII-Mal BC: 0.910412) V.1 u-: aozits L/999 (10-11) L/360
.DL: 15 Rep Mb Inmrase: Yes V6b: 0.64(342) Cant/OH TL: a02 in 2L 1999 e7-D 2L/120
BCLL: 0 D.O.L: 125 A Cant/OH LL• a01 in 2L/999 cx:D 2L/120
BCDL: 10 H—TL: a01m 9
Plate Offsets QntY.Angj (1:20.3-Z0.) (2043.13,90.) (3:1-14.-9,22) (4.-K41.90.) (5:1-IZ3-I=) (6:a4}13.9n) (71A3w2,a) (ff0-0j$9a)
(r.0a34t5a) (Ia0n3-Sn) (N:oal-I2a) (12:1-1234ca)
Reaction Summary
7T 'fWe Bit;Condo Br,Ridlh Material Ryd 8m V Ilh Max Read Max Gm Uplift Max Vind Uplift Max Uplift Max H
12 Pin(�N 1 8 in Cmmete Mumry 3.W in l,GSI 11s - -33511ss -3351he -!(q 11e
9 H Rdl(%lp 1 gin Cmmese on
Masonry 3.00 in 1,1991ha - -37511s -375 N 0 Rs
8 H MI(M) 1 gin Concrete Masry 3.eo in Z34 Ilia - -80 lba -80Its 0 Res
Material Summary Bracing Summary
TC sP(ALgC&2013)a2 2x4 Tc Bmeiog sheathed m Ptdlins at S:K Ptdlin design by Othem.
(AL BC SP SC&M.)92 2x4 BCE acing Sheathed or Pr fins at 6-3.%Pad!chip by Otheo.
Vkh, SP(ALSC6.7013)113/Stud 2x4
Loads Summary
1)This toss has been designed f the effects don to 10 pif isttan rhmi live load phis deed loads.
2)Thu toss has lees dared f the effects of wind loads in aceadanee with ASCE7-10 with the following Weser defined mots: PA mph tdtimde,Ergsssme C,Fully Eacimed,
Gabl.51ip Building Categtry II P=1'00%0-11 Bldg Dims e2 ft x 52 ft,Is=16 ft,Not FadZase Tess,Neitha end web=aid:red DOL-1.33,CC Zoo,Width 5.2 ft.
3)Minimum stuag<attic Imding.in,mmdanm with IBC TAle 1607.1 has lzrn applied
Member Forces Summary \`w k l I I.I!//////
rc 13-1 aa03 zlie 34 a7.'3 -815use 67 n11z 3sthe `\\\� �� M p!
I-z n3m -a53 nn as an4 s1s nri 7-14 arol z ln, 1v 1 p<
2-3 n303 -218 Ion 5b 0.698 240Ibs -16,It.)
Bc 7-8 0.144 2611b, (48)lbs)9-10 0.576 251Ib, (-IBfllh) MI 0.330 258lte (-8lb,) x �i\ �-+�r
9.9 0.163 2511� a8011is 10-12 0.9v7 8331bs (-279Ilia) ` �-/♦ \,\GENSF��
vkm aIz 0.131 472Ibs (3481b)4-10 a(f79 209 the6S u031 228Its (-1`A Its,)
3-Iz —a640 912I6, 5-10 0.343 sw ion — (324[b) 1 -
3-10 QI94 MR. (-W7 lbs)5-9 a.224 I.103„s f�E 76051
Notts:
• 1)Wiest this Isms has bean chasm fm godity a„trance inspection,the Plate Plx®eat Method per TPI 1-2170LA3.2 shall be tried Cq-1.17.
2)!„ted wind tydilt ea tim,b.ea m MWFR.S Only Ieadisg {
aTATۥ F OF i
i ZZ l(i
�i�'t' ORID ��\��
�ss/0NAL�N \\\\\
�1!l11111ti
23
NOTICE A espy ofthis design sbdl be fisnished to the ereetim cmteseim The design of this mdidml teas is lased m design criteria and,.putt eats stq+plied by the Tos.Moaof-ma and selics r We dwrttcy Brian NiB1t:64
ead eonrpletmas tithe inf tim set faith by the Building Desigo¢A seal m this drawing indicates seceptanee of psfiesim nce ni engising sespmsibility solely fa the toss,mspment desifm shmsn.Sa the corer Strati.Fag—Ipage end the"Imp rtent Inf tim&Ganesal Notes-page fa adhtimd mf tim.All cm f aee plates shall be m®tt!etued by Simpson StsmgTe Cmgeny,Ins:in ac-it.a with ESR-2762.All connector 2590 N.Kmp Hipp.Ft.Pieo q FI 34951
plate.am 20 V,,se.),leer.the.pacified plate sixa I,r ups by a--Is'which indicates an 18 p%e plate.or•Sa Ia.Maieh indicates a high tm,im 18 p�date.
Southern Truss Companies,Inc. Truss: B3
SOUTHERN 2590 N.kings Highway Project Name: 2371-A
Component SolutionSTM TRUSS Fort Pierce,F134951 Page: 1/of 12016 7:4I:19 AM
Truss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax
Version:2016.5.1[Build 5
Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY
24-11-12 5/12 3 0-0-12 0-0-12 1-9-14 5-1-6 1 24 in Ill Ibs
25-1-4
p—
o q 1z 1-1-11 sz-0 s2-0 7-0-8 5-5-6 G- r12
" zi-1a 7-31a 12-s1a 1e e s z4-11-1z
5xB-
4
12 12
5F— 15
3x4/
3
3x4%
as5
n 1x4j
2
d
4x4- 4x4-
1n 12
B B
_10 3x4- 3x7- _ __ _ 7 - _
3x4- W I
0-0-0 0-M
2-1-14 10-4-0 7-E 5V
2-1-14 12514 19bb 24-11-12
Loading General CSI Summary Deflection L/ (loc) Allowed
Ixed (Pso lmdg code:• FBC 2014/ TC: 0.92(5-6) Veil TL: a36 in L/561 (9-10) L 1240
TOLL: 20 TPI 1-2007 BC: Q91(8-10) Vat 11.: Q02 in L/999 9 L/360
TCDL: IS Rep Mlrinaease: Yes Vhb: a67(54D Cant/OH IL: 0.19in X.1674 (6.7) 2L/122D
BCIL: 0 D.O.L: LS% Canl/OH LT-- OM in 2L/999 (67) 2L/1M
BCDL: 10 H—TL: 0.01 in 7
Plate OffaeLs pnt:X,Y,m0 (12-k3-Z O-) (200313,9a) (3:1-14.4-9,'_1) (40Q113,a) (5:1-12,3-1,32) (6:2A3-Za) (7:043$9a) (WA-18,a) -
(900.1-1u0.) o0:14Z an)
Reaction Summary
1T eves BxCembo BmVAft Material Wag Wdih Max Reaet MazGavUplift Max Wadvwift M-Uplif Max Hai:
ID Pin(wbll) 1 8 in can e.?A—y 3.01 in 1,(M lbs - -320 ion -3201bs HA is
7 H Roll(VAII) 1 81. Casaele Nw— 3.00 in 1,4771m - -46911s 469 As 0 Rs
Material Summary Bracing Summary
Tc SP(ALSC6x113)/r-2.4 Tc Bradng ShmthM err PL.Uns e16aa P,.lin dais by Others.
BC SP(ALSC62013)I2 NA BC Bracing Shwth d m Palins at 63A Palm design by Othea.
Vkbs SP(ALSC62013)NYStui 2x4
Loads Summary
1)This bsss has been designed far the effects due m 10 paflaxt®ehosd live Id plus dead leads.
2)Thu trans hasen.b deipsd f the eff.1 Nind Weds in aemdsnm with ASCE7-10 with the Wmivg uses defined inpst IA mph Wtimete,Expsum C,Fli!Y Faeleaed,
GabldHip,Mding Category E(1=1.00),Osvaa BIJ&Dims 82 fi x 52 8.h=160,Nut Fad Zme Tess,Neither end web crosidnad DOL-1.33,CC Zme Width 5.2 fL
3)Mmimtm storage attic leading in amadmm with IBC MHe 16f7.1 has bem applied
Member Forces Summary vHe�m�ea:Membu m, cs1 ma a ialr.(�emq..r rddr 16 m�a;allam) \\��,l 1 I I l 111/ /
TC II-1 Q001 21hs 3-4 Q652 -6961ba 6-12 0.011 20e
1-2 0. -256 4s Q1 -r94 Ib:
2-33 0.309 309 -Z191m 56 Q919 -694 Rs
BC 67 Q616 7b4Im (441 lbs)8.10 0.9m 7641m (4991bs)
7-8 Q553 7241m -441lba 10.1 0.841 254ft r-81bs1
wpm 2-10 Q149 415lbs (a43lbs)341 Q212 3201m (-Mfa)s$ 0.673 1,010lbs (-6361m)
3-10 Q593 41301m 4.8 M9 193 Re (491m)5.7 Q341 1,315 na \ !
Notes: - - - 1 E 76051
1)%-this trms h.a been rb.-fa upnlity ssasanm inspection.the Plate Pbee—at Method per TPI I-2QVIA3.2 shall mused Cq-1.17, J
2)listed wind upfifl rea h4V/FILY Gims based on Only leading .�.
1 OF
/y
RIOP'\����
NOTICE A eaW'of this drip shell be finished to the aeetias—we .The design of this i.ffsidml buss is based m dip ahaia and rcrpfia. is supplied by the Tnsa Man�dam.a..d rases spas the aaa.ary Brian M Blt'al*
and—Vlc mess of the infmnetien set faith by the Bdldmg Designer.A seal as this drawing indimles amepanm cfprf simal en&—ing mspmsibility solely fa the Isms caspasast deign sham.Sod the rosx
d the"bv t lvfmmtim 8:Genem1 Notes" f dditimel in(tim.All cm.eUes lea shill m manufach.ed S' m Shod 7'C .L. Fag ffPi
1sa8e m Pm+n page es• ple by unPs g-a mpny,Ivc iv aecmHnm with ESR-77�.All cmneGa +�-g0 N.Kings DBE.FL Pierce51
Fl 34951
pate,®a xt pie,mleas the apeeihed plate size is f.U—.d by a-Ir which Mimto an 18 gasgx plate,a'SH 19'.which mdie.tn a high tension 18 p%,a plate.
Southern Truss Companies,Inc. Truss: B4
Y SOUTHERN 2590 N.kings Highway Project Name: 2371-A
TRUSS Fort Pierce,F134951 Daze: 8/20/2016 7.41:19 AM
Component SobltionsT*4 CGMPAN IES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 of 1
Truss
Version:20165.1 dd 5
Span Pitch Qty OHL OHR CANTL CANT PLIES Spacing WGT/PLY
24-11-12 5/12 1 0-0-12 0-0-12 1-9-14 1-9-14 1 24 in 116lbs
26-1-4
D-0j12 z-1-1a F 5.2-0 138 ` 1-0-8 F 14-8 ' 3-48 { sz-0 ' 2-1-14 G�12
2-1-14 7314 11-1-0 12-s14 13-10b 17-7-14 22-9-14 24-11-12
5x5- 2x61 5x5-
4 5 6
12 12
15
3x4/ 3x41
3 7
R
1x41 1 41
2
d 4x4-
4x4-
141 15
{ 12 11
13 3x4- 30- 10
5x4- 5x4-
0-0.0 0-0-0
2-1-14 10-4-0 10-0-0 2-1-14
2-1.14 12514 22-9-14 24-11-72
Loading General CSI Summary Deflection L/ (loc) Allowed
Lead (Pal) Bldg Code: ' FBC 20141 TC: 0.42(6-7) Vat TL: 0.31 1n L 1765 (12-13) L/240
TCLL 2O TPI I-IDW BC: 0.86D1.13) Vat IL• n04m L/999 01-12) L1360
TCDL: 15 Rep Mbrineease: Yes Rob: 0.85(3-13) Cent/OH TU Q02 in UP 2L1999 (13-1) 2L/120
BOLL: 0 D.O.L.: 125 Y. C.nt/OH LL: 0 in 2L/999 (9-9) 2L/120
BCDL: 10 H-TL. 0.04' 10
Plete Offsets(]nlX,Y,Aog): (1:2-0,3-;Q) g280313,90.) (3:1-14.4-9,22) (4:OQ39,Q) (5:OQ3$90.) (6:0-0,3A,Q) (7:1-14,4-9,22) (&00,3-13,9Q)
(9,2-032n) g01a230a) (11:0A &a) Oz(ta.I-I2n) 03:1a23an)
Reaction Summary
.IT Type l;R C bo Bap Wdth Material Rqa Bg With Max FraU Max Gras Uplift Max V1nd Uplift Max Uplift Max Hear¢
13 Pin(W8) 1 8 in Caned,Mmonry 3.O0 in 1,215 lb. - -394 Its -394 lbs -931ts
]0 H Roll(Mo 1 8� C.Masenr. 3.00 an 1,215 lbe - .3%act -394 Its OR.
Material Summary Bracing Summary
TC SP(ALSC6.2013)IP 2.4 TC naeiag Shralhed air Paalins ol 5-Ja Pudin dsig<s by Others.
BC SP(AUC6.2D2 iR 2.4 oxept: EC Boeing Sheathed ar P dins at s}Q Pirtle dig.by Othm.
9.12 SP(ALSC&2D13)SS 21-A
RHa SP(ALSC6-2013)B3/St A 110
Loads Summary
I)This I-hu beee desippd far the effects daae to 10 psflxatain chord live lead plus dead leads.
2)Thu teas his b-designed fQ the of-.wind]Dada in aaaidanea with ASCE/-10 with the foil-iag ma demd inpt 170 mph adtimale,E)Tw to C,Fdly Enclmed.
Gab1e/13ip,B,rilding Cafegry 0 0-1.00),Owsan Bldg Di-82 ft x 52 ft.It-16 ft,Net EndZooe Teas,Neither end web crosidaed DOL=1.33,CC Zone Width 5.2 It.
3)Mtnimaen.taiage.td.Ioading m..cache-with IBC Table 1607.1 has been applied
Member Forces Summary Table indieaha:Manba W.max CS{=iedal faee,(max cmvr.fan=ifdiH t lion max anal faee)
TC 14-1 ' 0.001 21he 4-5 Q385 -1,044 It. 8.9 a306 -240 Ile
1-2 Q310 -243the 5.6 Q385 .1,044IN 945 Q001 2Ile
2-3 Q3D9 -206IW 6.7 0.421 -1,159Im
3-0 a419 -1158 Ila 7-9 0.3W -207lb.
BC 9.10 0.341 239 lb, (.9 It.) 11-13 Q850 1,085 Its (-455 Its) X`` j ♦
10-11 Q521 1,086 Re -4621m 13-1 Q738 240 Ile -S RsI _ _\
Hbba 2-13 Q152 42411e (3711hs)5.11 Q.156 408M (64Ile)8.10 0..150 419lba - (3Ri It.) -- � -7-
311 0.123 -1.Eg It.
7-11 0124 2m Ite (-17D Rs) ` yy�.... 76051 \` i
3-11 0.173 ISO Rn (-16911a)7-10 0.86/ -1,2t1611n
Notes:
1)WLee this tsm.has bem sheaon fa quality vsumre mspectim,the Plate Plse-dl MA-d peTPI 1-200VA3.2 shag be used Cq=1.17. 1
2)P-de edsq at.dam.ge W pea-t panding ��; STATE OF
3)Iistd wind tplin reactions lesdmlvlWFRS only lmdng I ` .1�'�F ,/e,
/ n. \ L ` rG/
/ANAL N\NL
2�
NOTICE A..W f this dig.sb.E be fixni hed to the aec5m cistia d .The design d this indhi&W tea.is b d m desipa ailed.end gk-ts esgplid by the Tess Mond�am Rhn a,pm the as r.ey Brian Ni Bleakly
end cmtpleen-of the mf tian set faith by the Wldmg l3nignv.A seal an this drawing indium ecxpence dpml.iaeel engineering aespmsaibTity solely fa the tries�=t design shown.See the roes SWes.Frig��)
page and the-Impadent Inf tiait&.Geaaal Notes-page fv AMtionel inf 6m.AE c ..w plates shell he mandectud by Simpsan Shang-Ts Company.Ina in ea:adanm with ESR-2762.All emneclQ 2590 N.F.ivgs High.FL Piave,FI 349.1
pates=2D®age,,tales the apeeified pate site is fell-ed tT.--18"whieh indiestea on 18 getge prate,a'SN is',wtich indicates n high t=sim 18 Page Put-.
Southern Truss Companies,Inc. Truss: B5
r SOUTHERN 2590 N.kings Highway Project Name: 2371-A
Component solutions— TRUSS Fort Pierce,F134951 fie: 8/201 016 7.41:19 AM
Truss CQi1 PANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax � o
Version:2016.5.1[Build 5
Span Pitch Qty OHL OHR CANT L CANT R PIIES Spacing WGT/PLY
24-11-12 5/12 1 0-0-12 0-0-12 1-944 1-9-14 1 24in 116 Is
25-1-4
01�12 z21 I 1-8 6-9.0 6-11-8 1 2-11-14 q12
-1_jj 4-14 91-0 1-12 5x5 H618- 5x6 HS 18-
12 3 4 12
5� �5
m 3x4/ - - - -- - 3x41
� 2 5
o
4x4- 4x4-
12 13
10 9 6
11 4x7- 3x4- 3x4- 7
1x41 1x41
0-0-0 0.0-0
2-1-14 6-11-8 6-9-0 6-1" 2-1-14
1 2-1-14 9-1-6 15.10-6 I 22-9-14 24-11-12
Loading General CSI Summary Deflection L/ (loc) Allowed
Load (110 Bldg C.&: FBC 2014f TC: 0.83(34) Ved TL: 0.13 io L/999 (&9) L/240
TCLL: 20 TPI 1-2007 BC: 0.55(&10) Vat LL: 0.D4 in L/999 (8.9) L/3W
M. 15 Rep Mb lnsesse: Yea Wb: a51(58) Cent/OH 7L: 0.02 in UP 2L/999 (11-1) 2L I12D
BOLL: 0 DAL: 125% Cant/OH LT-- Om UP M/999 (11-1) 2LI12D -
BCDL: 10 H—TL 0.02 in 7
Plate Offsets(1nMY,An&, (1:2A3-2,(I) (2:1-12$I.R) (3:043-9,0.) (4:1-IZ34k(l) (5:1-12,3-1,22) (6:2-0,3-2,0.) CWA34,90.) (80-0,3$0.) -
(9:60.1-12,Q)
Reaction Summary
li 7vpe HgC®bo Bm Vddth Mde&at R9i Bm Pldf Max React Max Gov Uplift Max Kindupli0 Max Udifl xH�
Il Pin(V50) 1 8in Cmsde Maamry 3.W in 1,1771bs - -3941 Ma
w -394 Ibs 77 Re
7 H Rdl(V66) 1 8 in Consete Masonry 3.00 in 1,1771bs - -394 Its -39416s 0 the
Material Summary Bracing Summary
TC SP(ALSC6.20 3)#2 214 TC>�g Sbcathed a Paling d 4-4a Prd'm&.sign by ofas.
BC SP(ALSC=3)t2 2x4 BC Baciag a Sheathed Aalins st&%Q Padin design by Owen.
Wt. SP(ALW&2013)g3/Std ZA
Loads Summary
1)This toss has been desigred fa the effects due to 10 psf butt—.b d In.lead plm dead I-da.
2)This toss has been designed fa the effcts ofutind Inds is areudenee with ASCE7-10 with the(.palling user defined i pal:17D mph dtimatt Expsme C.Fully Fiiclosed,
..'e,Hip,Belding Categay E(l=1.00),Otcall Bldg Dims 82 ft x 521t,h=16 f,Nd End Zme Tess,Neither and web considered DOL-1.33,CC Zme Width 5.2 fL
3)Nfi—alaage attic Imding io aaad--with IBC T Ne I(177.1 has been applied
Member Forces Summary Tame indicates:Member ID,cam CSL max mdalfame,(max camp.r ifddr t sam m>aa,dal fbaae)
TC 12-1 aml 2lba 34 0,833 -1,13911. 6.13 0.001 2Rs
1-2 ' a542 -136 Its 45 a= .1,293 lba
2-3 a87A -1.293Its 55 0.542 -136lba
HC 6.7 0.390 I28]be (29N 8-10 0,547 1,108lbs (440Its) 11-1 0.399 127lba (2916s)
7E 0.390 1281M -2911s 1411 D.389 160 lbs 05Ihs) /
won 2 u 0.296 L07I 1m 4-ID -In 1631h (-163Ih)S7 a�6 1,on R.
_ 2-10 0.5A 1,PD Ibs (-3111M)4S 0.169 1641be (-'Its)
340 0,19 191Its (.1lbs)ss 0.xc 1,123Ibs (s13Its, �Co 1
V r
Notes: . ,
1)whm this truss has hem chesen f gaelity ass,ante inspedim,we Plate Pla t Mefnd per TPI I-20m/A3.2 shall be used Cy=1.n. _
2)P—ide aa-q t,drainage m rs e t pmding —
3)Listed wind tplin,eadims based caMwFRS Only lo,&ng r l
TAT€OF i¢
i,.� •�,pRIOP.� X
�1!►I i l 11�
NOTICE Aeopy ofthis deist sbell be hxnished to the action—tact-The desigo f this indnidual truss is base m desin erite&e and negmavents supplied by the Teas Mans&dues and relies spas the—acy Brian M Bleakly
and nmryleteness cfthe inf matim ad fcdh by the Mdmg Designs.A seal on o m this dg indicates accepenm f paf simd engi—ing respme'W fa ity solely the trms mmpmmt design shown.Se the—
gage and the-le partanl Infmmtim&.Gmenl Notes-p v f M6mal mf tim.All—1m plates shall be—&ct-d by Simpson Sheag-Ts C—pany,Inc in a.ad.=with ESR-2762.All cm 1m y90 N.Kings Hi h.FL Pis FI 34951
plates as 20 gage,mlcss the spa,hea plate size is follmred by a-as"which indicates m 18 gage plate,a-Sa 191,which indicates a high tension 18 gaupe plate.