HomeMy WebLinkAbout2013040227-TrussesL .s. >'· -"
REVIEWED -4-.Aff U ~ ~
REVIEW£ D. CORRECTIONS NOTED 0
REVISE AND RESUBMIT 0
NOT APffiOVED 0
i ~-g.!.~ I :z:.u.rry ~~
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; , t:L: {954} s~-3384
;;-ft,Jf_; !954-} ~f;i-89e!J
~5PPRKC:~A.i R!_VC
!F~.~.NO ~ .. :l'-'._ 33064
Checking is only for conformance with the design concept of the
Pro 1ect and compliance with the information gtVen m the Contract
Documents. Contractor is responsible for d1mens1ons to be con-
firmed and correlated at the job site. for information that pertams
solely to the fabrication processes or to techniques of construction, _ p~· ·an of the work of au traoes Cil"Y OF ECTUAE
BUO DING Difi ... _A:xf'ritfl::tN l 6 5 ·lo · ~
~rtOJES:T NAME A"''D ?.D'~;=ss:
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PARKLAND GOLF &: C.C.
PARKLAND I L--,-...~~_,.,-..r..o 1 RJ 'lcl ,.....,~. r~,z~~~ ~=~~ ~~:....v.-.:;:~
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TOLl BROTHt.RS. INC.
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h cernfv ita ~.iS Sa~~ g!Q for me trusses ~ on lhe ~.ad seaied. inclex sheet have b::~ 6:;sjgi.Bd sr.d
I = ., , ---~ ~..: . .. ~ =--:. 'C • •. --.. ~-~ ~~z\:&a.~W!ln me t-roi~ ~.g ~-2010-~t.-usses have~~~ :c· !-"" . ._."'~
pese;;:::ucee D wind ar.d fut.w<::5 as reqt..!ired ey lr-= ~~ ~=
TRUSS LOADING CONDIT"IONS
:ROOF TRUSSES FLOOR ~JSSEs
.TCPCHORDUVE i..DAO l 30~0psf 1 TOP CHORDUVELOAD 40 '
'TOP c:HORDDEAD LOAD l 15.0psf l-yop C:-iORD DE1ID !..DAD eo ,_
~~~TTO!Ii! CHORD L"VE ~--~C:~Li"'Y"E>~ '4
! . 10.0psf -5 'SCTIOMCHORD DFAD La.e.D i ~ >t • 0!6 CHORD DEAD i.OAD
TOT.AL LOAD: ! 55.0psf TOT;~ LOAi:i: I 61J l I
DtJR>\..T!GN F.ACTOR l 1.25 ~JRE\.~ FACTOR: j /.0 D
~<H.r~~~-A~7-1D /70 ~..;
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::A_ 'td<T,~ .. K~V~!!.BOGLiJ~ P.E,
t-L .. Pt.EG_ ff~1310
&_..~1} V=!= RODGcKS CiRCLE #&J!JO
MAY 2 2 2013
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30. I 70.
31. 71. 151. I
72. 152_ ' 1i92. l l I -32.
73. 113. 1 ~~ l93. I
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_34_ 7,1
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36. l -76. ! 116. 156. '96 ! 1' -.
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78. l 118. 1.58. 11'98 ! ! -...1 ~ 38.
79. 119. 1.59. j ~aa
i jvv. '39.
'40. -~s~J. 11 20. 180. !200.
55LrJ ~'~ RODGEP~ CL.~CT .F. #8000
BOC~.1.~ P~-1~1-0N ~ FL, 33487
MAY 2 2 2013
Florida Quality Truss
Main Office:1-772-545-3950
Alt.Ph: -Fax:1-772-545-3690
Engineering-List
Job#: 13HS138F
Date: 5/16/2013
Customer Information: Project Information:
Name: Contact: Name:
TOLL BROTHERS· PARKLAN Fill in later SOLANO • MEDITERRANEAN • LOT 33d FLOOR LOW RO
Address: Address: Region:
LOT 33d
City, State, Zip: City, State, Zip:
PARKLAND, FL
Salesman:
PAUL BRANCALEONE
Notes: I Loading: TC BC
LL 40 0
DL 20 5
Designer:
CRAIG MARTIN
Engineering List
Seq. Qty Span Description Truss Slope
i
OH-L CANT·L STUB-L Height
Num. TCIBC OH-R CANT·R STUB·R
1 10 26-04-08 F1 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00
169.4 lbs. each 0 I 0 00-00-00 00-00-00 00-00-00
2 1 26-04-08 F1A 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00
142.8 lbs. each 0 I 0 00-00-00 00-00-00 00-00-00
3 11 26-03-04 F2 0.00 0.00 00-00-00 oo-oo-oo I 00-00-00 01-04-00
170.8 lbs. each 0 I 0 00-00-00 oo-oo-oo I 00-00-00
4 2 25-11-04 F3 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00
168 lbs. each 0 I 0 00-00-00 00-00-00 00-00-00
5 8 18-01-04 F4 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00
100.8 lbs. each 0 I 0 00-00-00 00-00-00 00-00-00
6 2 16-07-041 F5 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00
99.40 lbs. each 0 I 0 00-00-00 00-00-00 00-00-00
7 5 15-07-04 F6 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00
91.00 lbs. each ,....._, _......., !/"-. ......... 0 I 0 00-00-00 00-00-00 00-00-00
8 4 15-04-04 F7 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00
91.00 lbs. each ........... ......-......._ / ......._ ......-0 I 0 00-00-00 00-00-00 00-00-00
9 7 15-03-04 F8 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00
93.80 lbs. each ~-....... ........... ......-~ 0 I 0 00-00-00 01-02-00 00-00-00
10 6 13-09-04 F9 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00
78.40 lbs. each ........... /'-I .................. 0 I 0 00-00-00 00-00-00 00-00-00
11 1 09-04-08 F12 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00
71.4 lbs. each ~ /"" "-! /"" 0 I 0 00-00-00 00-00-00 00-00-00
12 2 09-04-00 I F17 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00
54.6lbs. each ~ ~ ~· 0 I 0 00-00-00 00-00-00 00-00-00
13 1 09-01-04 F16A 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00
631bs. each ~ Vlll./1 0 I 0 00-00-00 02-04-00 00-00-00 i
14 1 07-10-01 F14 0.00 0.00 I 00-00-00 00-00-00 00-00-00 01-04-00
49.00 lbs. each il[~ J.L1 I
0 I 0 I 00-00-00 00-00-00 00-00-00
I I
Page 1 of 4
Engineering List
Seq. I Slope OH-L CANT-L STUB-L Height Qty Span Description Truss
Num. TCIBC OH-R CANT-R STUB-R
I
15 1 06-09-13 F15 00-00-00 00-00-00 00-00-00 01-04-00
44.80 lbs. each ~ vu 0.00 0.00 I 00-00-00 00-00-00 00-00-00
i 0 I 0 I I
16 1 I 06-09-04 I F16B 0.00 0.00 i 00-00-00 00-00-00 00-00-00 01-04-00
47.60 lbs. each ~ _VI I
i I 0 I 0 1 00-00-00 00-00-00 00-00-00
I I
17 1 I 06-07-121 F16 I oo-oo-oo 00-00-00 00-00-00 01-04-00
44.80 lbs. each ~ vu 0.00 0.00
0 I 0 00-00-00 00-00-00 00-00-00 i I
18 2 J 06-03-081 F 13 00-00-00 00-00-00 00-00-00 01-04-00
44.80 lbs. each ~ ~ 0.00 0.00
0 I 0 00-00-00 00-00-00 00-00-00
19 1 121-05-04 FG2 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00
2 ·Ply 406.0 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00
20 1 18-02-00 FG10 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00
3 -Ply 951.3 lbs. each 2x4 I 2x6 00-00-00 00-00-00 00-00-00
21 1 17-10-00 I FG1 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00
3 -Ply 1040 lbs. each 2x4 I 2x6 00-00-00 00-00-00 00-00-00
22 1 15-00-00 FG3 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00
86.80 lbs. each 2x4 I 2x6 00-00-00 00-00-00 00-00-00
23 1 13-07-12 FG5 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00
3 -Ply 705.6 lbs. each 2x4 I 2x6 00-00-00 00-00-00 00-00-00
24 1 04-08-00 FG11 ~ 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00
2 -Ply 114.8 lbs. each 2x4 I 2x6 00-00-00 00-00-00 00-00-00
25 1 04-08-00 FG12 ~ 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00
2 -Ply 114.8 lbs. each 2x4 I 2x6 00-00-00 00-00-00 00-00-00
26 1 03-06-08 FG8 ~ 51 0.00 0.00 00-00-00 00-00-00 00-00-00 01-01-00
21 lbs. each 2x4 I 2x6 00-00-00 00-00-00 00-00-00
27 1 09-06-00 FG6 0.00 0.00 00-00-00 oo-oo-oo I 00-00-00 01-04-00
56.00 lbs. each ~ 2x4 I 2x6 00-00-00 oo-oo-oo 1 00-00-00
28 1 I 04-09-oo FG7 ~ ~ 0.00 0.00 00-01-00 00-0-1-00 00-00-00 01-04-00
27.30 lbs. each 2x4 I 2x6 00-00-00 00-00-00 00-00-00
29 1 21-04-00 G3G / """' 5.00 0.00 01-04-00 oo-oo-oo I 00-00-00 03-00-03
5 -Ply 37 45 lbs. each 2x4 I 2x6 01-04-00 00-00-001 00-00-00 =
30 1 21-01-12 G6G ./ 5.00 0.00 01-04-00 00-00-00 00-00-00 02-09-11
5 -Ply 3815 lbs. each 2x4 I 2x8 00-00-00 00-00-00 00-00-00
31 1 11-00-00 K1G ~ 0.00 0.00 00-00-00 00-00-00 00-00-00 02-09-11
63. oo lbs. each 2x4 I 2x6 00-00-00 00-00-00 00-00-00
32 1 13-10-00 R1A ~~ 5.00 0.00 01-04-00 00-00-00 00-00-00 03-05-03
72.80 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00
33 1 14-00-00 R1G ~ 5.00 0.00 01-04-00 00-00-00 00-00-00 03-05-03
2 -Ply 302.4 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00
34 2 14-00-00 R2 e;~ 5.00 0.00 01-04-00 00-00-00 00-00-00 03-05-03
51.80 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00
35 1 14-00-00 I R3G =
I
01-04-00 00-00-00 00-00-00 02-07-03
I 54 60 lbs each ~n JL~ 5.00 0.00
i . . = 2x4 I 2x4 ! 00-00-00 00-00-00 00-00-00
36 3 07-11-00 MBA ~ 3.00 o.oo 1 01-05-04 oo-oo-oo 1 00-00-00 02-03-10
30.80 lbs. each 2x4 J 00-00-00 I 00-00-00
I i 2x4 I oo-oo-oo I
Page 2 of 4
Engineering List
Seq. ! Description Truss Slope OH-L CANT-L STUB-L Height Qty Span i
Num. ; TCIBC OH-R CANT-R STUB-R
I
37 1 07-11-00 : M88 ~ I 3.00 0.00 00-00-00 00-00-00 00-00-00 02-03-10
i 28 lbs. each I 00-00-00 00-00-00 00-00-00
! 2x4 I 2x4 i
38 1 I 07-11-00 I M8G ~ 3.00 0.00 I 01-05-04 00-00-00 00-00-00 02-03-10
I
I
36.40 lbs. each 2x4 I 2x6 I 00-00-00 00-00-00 00-00-00 I
39 1 07-08-00 I M7A ~ 5 _00 o.oo 1 o1-04-oo 00-00-00 00-00-00 03-10-09
i I
39.20 lbs. each 2x4 I 2x6 I 00-00-00 00-00-00 00-00-00
40 2 'I 07-08-00 l M7B ~ 5.00 0.00 ! 01-04-00 00-00-00 00-00-00 03-07-03
39.20 lbs. each 2x4 I 2x6 ' 00-00-00 00-00-00 00-00-00
I I
41 2 07-08-00 M7C ~ 5.00 0.00 01-04-00 00-00-00 i 00-00-00 02-09-03
42 lbs. each 2x4 I 2x6 00-00-00 00-00-00 i 00-00-00
I
42 2 07-08-00 M7G g(J~ 5.00 0.00 I 01-04-00 oo-oo-oo 1 00-00-00 01-11-03
55.30 lbs. each 2x4 I 2x6 00-00-00 oo-oo-oo 1 00-00-00
43 2 07-00-00 I EJ7C ,-A 5.00 0.00 00-00-00 00-00-00 00-00-00 02-09-11
28.70 lbs. each 2x4 I 2x6 I 00-00-00 00-00-00 00-00-00
I 44 2 06-04-00 M6G ;::?T,l 5.00 0.00 ! 01-04-00 00-00-00 00-00-00 01-03-09
33.6 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00
45 2 I 06-00-00 M6 A 5.00 0.00 01-04-00 00-00-00 00-00-00 03-00-03
29.4 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00
46 7 05-06-00 M5 A 5.00 0.00 01-04-00 00-00-00 00-00-00 02-09-11
26.60 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00
47 3 05-00-00 EJ5 ~ 5.00 0.00 01-04-00 00-04-08 00-00-00 02-07-03
19.6 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00
48 6 03-00-00 J3 t:: 5.00 0.00 00-00-00 oo-oo-oo I 00-00-00 02-07-03
11.20 lbs. each 2x4 I 2x4 00-00-00 oo-oo-oo 1 00-00-00
49 4 01-10-08 EJ2 ~ 5.00 0.00 I 01-04-00 oo-oo-oo I 00-00-00 01-03-09
11.20 lbs. each 2x4 I 2x4 I 00-00-00 oo-oo-oo 1 00-00-00
50 1 04-08-00 J48 ~ 3.00 0.00 I
01-05-04 00-00-00 00-00-00 02-02-06
25.2 lbs. each 2x4 I 2x4 02-10-01 00-00-00 00-00-00
I
51 1 04-08-00 J48A ~ 3.00 0.00 I 01-05-04 00-00-00 00-00-00 01-05-14
21 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00
52 3 03-00-00 CJ3 ~ 5.00 0.00 01-04-00 00-00-00 00-00-00 01-09-03
14.00 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00
53 1 03-00-00 I CJ3A ~ 5.00 0.00 00-00-00 00-00-00 00-00-00 01-09-03
9.800 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00
54 8 1 01-0o-oo CJ1 ~ 5.00 0.00 1 01-04-00 00-00-00 00-00-00 00-11-03
I 8.4 lbs. each 2x4 I 2x4 / 00-00-00 00-00-00 00-00-00
! @ I 55 2 01-00-00 CJ1A 5.00 0.00 01-04-00 00-00-00 00-00-00 01-01-03
9.100 lbs. each 2x4 I 2x6 00-00-00 00-00-00 00-00-00
56 2 I 01-00-00 CJ1B ~ 5.00 0.00 01-04-00 oo-oo-oo I 00-00-00 01-01-03
I 6.3 lbs. each 2x4 I 2x6 00-00-00 oo-oo-oo I 00-00-00 I I
57 2 1 07-00-02 HJ5 ~ 3.54 0.00 01-10-10 00-05-10 00-00-00 02-07-00
I 28 lbs. each 2x4 I 2x4 I 00-00-00 00-00-00 00-00-00
I
58 2 I o4-o2-o3 HJ38
23.11bs.each ~~ 3.54 0.00 01-10-10 00-00-00 00-00-00 01-11-00
I 2x4 I 2x6 00-00-00 00-00-00 00-00-00
I
Page 3 of 4
En gin List
Seq. Qty Description Truss Slope OH-L CANT-L STUB-L Height
Num. TCIBC OH-R CANT-R STUB-R
59 2 I HJ2 3.54 0.00 I 01-10-10 00-00-00 00-00-00 01-03-06 I
I 14.00 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00
60 06-08-00 I MV5 3.00 0.00 00-00-00 00-00-00 00-00-00 01-08-00
! 21 lbs. each 00-00-00 00-00-00 00-00-00 I 2x4 I 2x4
61 3 03-04-00 i MV3 3.00 0.00 00-00-00 00-00-00 00-00-00 00-10-00
I 2x4 I 2x4 00-00-00 00-00-00 00-00-00
Hanger Summary
Qty PartiD Description
26 AHU26 AHU26
5 AHU26-2 AHU26-2
AGUS28-3T AGUS28-3T
17 AHU46 AHU46
Trusses: 168.00
n ...... ....., A ... ~A rayc "'t VI-r
Job:(13HS138F) BOLANO-MEDITERRANEAN -LO
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R=1138# W=?-1/4" (Rigid Surface) DESC. = F1 PLT. TYP.-WAVE .. ",,;:.~ .._,, ·*··~~·-:.:::.. .... FLORIDA QUALITY TRUSS c:::·:::r::·..,.,..::::-:::-~ TEL' (0>54) '175-3384 FAX' (954) 97!1-R980 3120 N. W. 16tll TERRACE I'OMPANO BEACH, FL 33064 DESIGN C
R
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E
D
B
Y
(
I
)
S
H
A
L
L
B
E
P
E
R
A
N
N
E
X
A
3
O
F
T
P
I
1
-
2
0
0
2
S
E
C
.
3
.
A
S
E
A
L
O
N
T
H
I
S
DRAWING I
N
D
I
C
A
T
E
S
A
C
C
E
P
T
A
N
C
E
O
F
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
I
N
G
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
S
O
L
E
L
Y
F
O
R
T
H
E
T
R
U
S
S
C
O
M
P
O
N
E
N
T
DESIGN SH
O
W
N
.
T
H
E
S
U
I
T
A
B
I
L
I
T
Y
A
N
D
U
S
E
O
F
T
H
I
S
C
O
M
P
O
N
E
N
T
F
O
R
A
N
Y
B
U
I
L
D
I
N
G
I
S
T
H
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
BUILDING
D
E
S
I
G
N
E
R
.
P
E
R
A
N
S
I
/
T
P
I
1
S
E
C
.
2
.
R
=
1
2
9
p
l
f
W
=
2
6
'
4
-
1
/
2
"
(
R
i
g
i
d
S
u
r
f
a
c
e
)
R
E
V
.
1
2
.
0
3
.
0
1
.
0
1
0
3
.
1
1
T
C
L
L
4
0
.
0
p
s
f
T
C
D
L
2
0
.
0
p
s
f
B
C
D
L
S
.
O
p
s
f
B
C
L
L
O
.
O
p
s
f
T
O
T
.
L
D
.
6
5
.
0
p
s
f
D
U
R
.
F
A
C
.
1
.
0
0
S
P
A
C
I
N
G
2
4
.
0
"
S
E
Q
=
6
0
1
9
9
6
S
C
A
L
E
=
0
.
2
5
0
0
R
E
F
0
5
-
1
6
-
2
0
1
3
C
M
0
/
A
L
E
N
.
2
6
0
4
0
8
J
O
B
#
:
1
3
H
S
1
3
8
F
T
Y
P
E
S
Y
4
2
G
A
B
L
Job:(13HS138F) BOLANO-MEDITERRANEAN -LO
T
3
3
d
F
L
O
O
R
L
O
W
R
O
O
F
I
F
2
T
H
I
S
D
W
G
.
P
R
E
P
A
R
E
D
B
Y
T
H
E
A
L
P
I
N
E
J
O
B
D
E
S
I
G
N
E
R
P
R
O
G
R
A
M
F
R
O
M
T
R
U
S
S
M
F
R
'
S
L
A
Y
O
U
T
Top chord 4x2 SP #1 Dense :T2 4x2 SP _#2_N_
1
2
A
:
Bot chord 4x2 SP #1 Dense Webs 4x2 SP _#3_12A :W4, W21 4x2 SP _#
2
_
N
_
1
2
A
:
+
2
x
6
c
o
n
t
i
n
u
o
u
s
s
t
r
o
n
g
b
a
c
k
.
S
e
e
d
e
t
a
i
l
S
T
R
B
R
I
B
R
0
2
1
1
f
o
r
b
r
a
c
i
n
g
a
n
d
b
r
i
d
g
i
n
g
r
e
c
o
m
m
e
n
d
a
t
i
o
n
s
.
M
a
x
J
T
V
E
R
T
D
E
F
L
:
L
L
:
0
.
6
6
"
D
L
:
0
.
6
7
"
r
e
c
o
m
m
e
n
d
e
d
c
a
m
b
e
r
7
/
8
"
Lumber grades designated with "12A" use design
v
a
l
u
e
s
a
p
p
r
o
v
e
d
1
/
5
/
2
0
1
2
b
y
A
L
S
C
.
Calculated vertical deflection is 0.66" due to live l
o
a
d
a
n
d
0
.
6
2
"
d
u
e
t
o
d
e
a
d
l
o
a
d
a
t
X
=
1
4
-
4
-
8
.
T
r
u
s
s
e
s
t
o
b
e
s
p
a
c
e
d
a
t
1
6
.
0
"
O
C
m
a
x
i
m
u
m
.
D
e
f
l
e
c
t
i
o
n
m
e
e
t
s
L
/
3
6
0
l
i
v
e
a
n
d
L
/
2
4
0
t
o
t
a
l
l
o
a
d
.
C
r
e
e
p
i
n
c
r
e
a
s
e
f
a
c
t
o
r
f
o
r
d
e
a
d
l
o
a
d
i
s
1
.
5
0
.
T
r
u
s
s
m
u
s
t
b
e
i
n
s
t
a
l
l
e
d
a
s
s
h
o
w
n
w
i
t
h
t
o
p
c
h
o
r
d
u
p
.
DESC. = F2 PLT. TYP.-WAVE ,··~
1
-
2
'
6
"
-
-
-
j
W
=
~
~
1
0
=3X4
1
1
3
5
1
1
1
4
x
5
(
R
)
I
I
I
3
X
5
l
l
i
2
.
X
4
1---
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
2
6
'
3
-
1
/
4
"
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
l
~ IF
7
'
6
-
3
/
4
"
2
'
8
-
1
/
2
"
8
'
8
-
3
/
4
"
7
'
3
-
1
/
4
"
_
_
_
_
,
R=1134# W=?-1/4" (Rigid Surface)
R
=
1
1
3
3
#
W
=
4
"
(
R
i
g
i
d
S
u
r
f
a
c
e
)
DESIGN CR
I
T
,
.
F
B
C
1
0
H
V
H
Z
R
E
S
f
T
P
I
-
2
0
0
7
F
T
/
R
T
•
1
2
%
(
0
%
)
/
1
(
0
)
R
E
V
.
1
2
.
0
3
.
0
3
.
0
2
2
5
.
1
5
~m~~~
~
·
~
s
l
(
s
u
i
L
i
l
i
N
G
'
c
o
M
P
O
N
E
N
T
.
i
i
A
'
F
"
r
n
'
i
'
N
F
O
R
M
A
T
I
·
o
N
i
:
'
P
U
B
L
I
S
H
e
o
'
i
i
v
'
T
P
I
.
(
T
R
u
s
s
·
P
L
A
T
E
I
N
S
T
I
T
U
T
E
.
T
C
L
L
4
0
.
0
p
s
f
S
E
Q
=
6
3
5
8
5
8
S
C
A
L
E
=
0
.
2
5
0
0
)
__ ,.:' 218 NORT
H
L
E
E
S
T
R
.
,
S
U
I
T
E
3
1
2
,
A
L
E
X
A
N
D
R
I
A
,
V
A
.
2
2
3
1
4
)
A
N
D
W
T
C
A
(
W
O
O
D
T
R
U
S
S
C
O
U
N
C
I
L
O
F
A
M
E
R
I
C
A
,
6
3
0
0
E
N
T
E
R
P
R
I
S
E
LN. MADIS
O
N
,
W
l
5
3
7
1
9
)
F
O
R
S
A
F
E
T
Y
P
R
A
C
T
I
C
E
S
P
R
I
O
R
T
O
P
E
R
F
O
R
M
I
N
G
T
H
E
S
E
F
U
N
C
T
I
O
N
S
.
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
INDICATED
,
T
O
P
C
H
O
R
D
S
H
A
L
L
H
A
V
E
P
R
O
P
E
R
L
Y
A
T
T
A
C
H
E
D
S
T
R
U
C
T
U
R
A
L
P
A
N
E
L
S
A
N
D
B
O
T
T
O
M
C
H
O
R
D
S
H
A
L
L
H
A
V
E
A
PROPERL
Y
A
T
T
A
C
H
E
D
R
I
G
I
D
C
E
I
L
I
N
G
.
T
C
D
L
2
0
.
0
p
s
f
0
5
-
1
6
-
2
0
'
1
3
FLORIDA QUALITY TRUSS L::.~ . 1 -"T.::.::::;:;L ,;:;--J ['Jd.: (?54) 1)75-.1384 FAX: (954) ?78-8980 3120 N. W. 16th TERRACE 1'01\IJ'ANO liEA(;H, Fl.. 330M "IMF'OFIT
A
N
T
"
F
U
R
N
I
S
H
C
O
P
Y
O
F
T
H
I
S
D
E
S
I
G
N
T
O
I
N
S
T
A
L
L
A
T
I
O
N
C
O
N
T
R
A
C
T
O
R
.
A
L
P
I
N
E
E
N
G
I
N
E
E
R
E
D
P
R
O
D
U
C
T
S
,
INC., SHAL
L
N
O
T
B
E
R
E
S
P
O
N
S
I
B
L
E
F
O
R
A
N
Y
D
E
V
I
A
T
I
O
N
F
R
O
M
T
H
I
S
D
E
S
I
G
N
;
A
N
Y
F
A
I
L
U
R
E
T
O
B
U
I
L
D
T
H
E
T
R
U
S
S
I
N
CONFORM
A
N
C
E
W
I
T
H
T
P
I
;
O
R
F
A
B
R
I
C
A
T
I
N
G
,
H
A
N
D
L
I
N
G
,
S
H
I
P
P
I
N
G
,
I
N
S
T
A
L
L
I
N
G
&
B
R
A
C
I
N
G
O
F
T
R
U
S
S
E
S
.
D
E
S
I
G
N
CONFORM
S
W
I
T
H
A
P
P
L
I
C
A
B
L
E
P
R
O
V
I
S
I
O
N
S
O
F
N
O
S
(
N
A
T
I
O
N
A
L
D
E
S
I
G
N
S
P
E
C
.
B
Y
A
F
&
P
A
)
A
N
D
T
P
I
.
A
L
P
I
N
E
C
O
N
N
E
C
T
O
R
PLATES A
R
E
M
A
D
E
O
F
2
0
/
1
8
/
1
6
G
A
(
W
,
H
I
S
S
/
K
)
A
S
T
M
A
6
5
3
G
R
A
D
E
4
0
/
6
0
(
W
,
K
I
H
,
S
S
)
G
A
L
V
.
S
T
E
E
L
.
A
P
P
L
Y
P
L
A
T
E
S
T
O
EACH FAC
E
O
F
T
R
U
S
S
A
N
D
,
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
L
O
C
A
T
E
D
O
N
T
H
I
S
D
E
S
I
G
N
,
P
O
S
I
T
I
O
N
P
E
R
D
R
A
W
I
N
G
S
1
6
0
A
·
Z
.
A
N
Y
INSPECTIO
N
O
F
P
L
A
T
E
S
F
O
L
L
O
W
E
D
B
Y
(
I
)
S
H
A
L
L
B
E
P
E
R
A
N
N
E
X
A
3
O
F
T
P
I
1
-
2
0
0
2
S
E
C
.
3
.
A
S
E
A
L
O
N
T
H
I
S
DRAWING
I
N
D
I
C
A
T
E
S
A
C
C
E
P
T
A
N
C
E
O
F
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
I
N
G
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
S
O
L
E
L
Y
F
O
R
T
H
E
T
R
U
S
S
C
O
M
P
O
N
E
N
T
DESIGN S
H
O
W
N
.
T
H
E
S
U
I
T
A
B
I
L
I
T
Y
A
N
D
U
S
E
O
F
T
H
I
S
C
O
M
P
O
N
E
N
T
F
O
R
A
N
Y
B
U
I
L
D
I
N
G
I
S
T
H
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
BUILDING
D
E
S
I
G
N
E
R
.
P
E
R
A
N
S
I
/
T
P
I
1
S
E
C
.
2
.
B
C
D
L
5
.
0
p
s
f
B
C
L
L
O
.
O
p
s
f
C
M
T
O
T
.
L
D
.
6
5
.
0
p
s
f
0
/
A
L
E
N
.
2
6
0
3
0
4
D
U
R
.
F
A
C
.
1
.
0
0
J
O
B
#
:
1
3
H
S
1
3
8
F
S
P
A
C
I
N
G
1
6
.
0
"
T
Y
P
E
S
Y
4
2
Job:(13HS138F) BOLANO-MEDITERRANEAN -LO
T
3
3
d
F
L
O
O
R
L
O
W
R
O
O
F
I
F
3
T
H
I
S
D
W
G
.
P
R
E
P
A
R
E
D
B
Y
T
H
E
A
L
P
I
N
E
J
O
B
D
E
S
I
G
N
E
R
P
R
O
G
R
A
M
F
R
O
M
T
R
U
S
S
M
F
R
'
S
L
A
Y
O
U
T
Top chord 4x2 SP #1 Dense :T2 4x2 SP _#2_N_
1
2
A
:
Bot chord 4x2 SP #1 Dense Webs 4x2 SP _#3_12A :W4, W21 4x2 SP _#2
_
N
_
1
2
A
:
+
2
x
6
c
o
n
t
i
n
u
o
u
s
s
t
r
o
n
g
b
a
c
k
.
S
e
e
d
e
t
a
i
l
S
T
R
B
R
I
B
R
0
2
1
1
f
o
r
b
r
a
c
i
n
g
a
n
d
b
r
i
d
g
i
n
g
r
e
c
o
m
m
e
n
d
a
t
i
o
n
s
.
M
a
x
J
T
V
E
R
T
D
E
F
L
:
L
L
:
0
.
6
2
"
D
L
:
0
.
6
3
"
r
e
c
o
m
m
e
n
d
e
d
c
a
m
b
e
r
3
/
4
"
~
Lumber grades designated with "12A" use design
v
a
l
u
e
s
a
p
p
r
o
v
e
d
1
/
5
/
2
0
1
2
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O
F
T
R
U
S
S
E
S
.
D
E
S
I
G
N
CONFORMS
W
I
T
H
A
P
P
L
I
C
A
B
L
E
P
R
O
V
I
S
I
O
N
S
O
F
N
O
S
(
N
A
T
I
O
N
A
L
D
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S
I
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S
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E
C
,
B
Y
A
F
&
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A
)
A
N
D
T
P
I
.
A
L
P
I
N
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C
O
N
N
E
C
T
O
R
PLATES AR
E
M
A
D
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O
F
2
0
1
1
8
1
1
6
G
A
(
W
,
H
I
S
S
I
K
)
A
S
T
M
A
6
5
3
G
R
A
D
E
4
0
1
6
0
(
W
,
K
I
H
,
S
S
)
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A
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V
.
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L
.
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P
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EACH FACE
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1
6
0
A
-
Z
.
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N
Y
INSPECTIO
N
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F
P
L
A
T
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F
O
L
L
O
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E
D
B
Y
(
I
)
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H
A
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L
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A
3
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N
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DESIGN SH
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=
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=
0
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5
0
0
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:
r
l
i
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\
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6
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9
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4
0
8
J
O
B
#
:
1
3
H
S
1
3
8
F
T
Y
P
E
S
Y
4
2
Job:(13HS138F) BOLANO-MEDITERRANEAN -LO
T
3
3
d
F
L
O
O
R
L
O
W
R
O
O
F
I
F
1
7
T
H
I
S
D
W
G
.
P
R
E
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D
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P
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J
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F
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Top chord 4x2 SP #1 Dense Bot chord 4x2 SP #2 N 12A Webs 4x2 SP _#3~ 12A
(
H
1
)
=
(
J
)
H
a
n
g
e
r
n
o
t
c
a
l
c
u
l
a
t
e
d
(
2
)
2
x
6
S
P
S
S
s
u
p
p
o
r
t
i
n
g
m
e
m
b
e
r
.
(
H
2
)
=
(
J
)
H
a
n
g
e
r
n
o
t
c
a
l
c
u
l
a
t
e
d
(
2
)
2
x
6
S
P
S
S
s
u
p
p
o
r
t
i
n
g
m
e
m
b
e
r
.
Lumber grades designated with "12A" use design
v
a
l
u
e
s
a
p
p
r
o
v
e
d
1
/
5
/
2
0
1
2
b
y
A
L
S
C
.
Truss must be installed as shown with top chord
u
p
.
D
e
f
l
e
c
t
i
o
n
m
e
e
t
s
L
/
3
6
0
l
i
v
e
a
n
d
L
/
2
4
0
t
o
t
a
l
l
o
a
d
.
C
r
e
e
p
i
n
c
r
e
a
s
e
f
a
c
t
o
r
f
o
r
d
e
a
d
l
o
a
d
i
s
1
.
5
0
.
1
-
-
-
-
-
-
2
'
6
"
-
-
-
-
-
-
1
1112X4
=
3
X
4
1
1
1
1
X
4
=
3
X
4
1
1
1
2
X
4
T ..-. ~ 1 =3X5
=
3
X
4
=
3
X
6
1---
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
9
'
4
"
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
1
R=607# H = H1 DESC. = F17 PL T. TYP.-WAVE -· '·~. ' :.:,. FLORlDA QUALITY TRUSS r==~~---I~~::~~_L~-~:-~:~:r:=~-~J I'Ll.: ('154) 975 .. 3384 FA X: (954) 97H-8980 JIZO.N.W. !6th TERRACE I'OMl'ANO !lEACH, I'L.H064 DESIGN CR
I
T
•
F
B
C
1
0
H
V
H
Z
R
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S
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T
P
1
·
2
0
0
7
F
T
/
R
T
•
1
2
%
{
0
%
)
1
1
(
0
)
~m~~~
~
~
s
1
,
8
u
l
l
o
1
N
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G
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:
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Q
;
;
;
;
;
c
,
N
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r
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s
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:
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r
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6
.
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f
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u
s
s
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P
L
A
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S
T
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T
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T
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.
218 NORTH
L
E
E
S
T
R
.
,
S
U
I
T
E
3
1
2
,
A
L
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A
,
V
A
.
2
2
3
1
4
)
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N
D
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(
W
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R
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C
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,
6
3
0
0
E
N
T
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R
P
R
I
S
E
LN, MADIS
O
N
,
W
I
5
3
7
1
9
)
F
O
R
S
A
F
E
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Y
P
R
A
C
T
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C
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S
P
R
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S
.
U
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L
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S
S
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H
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R
W
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S
E
INDICATED,
T
O
P
C
H
O
R
D
S
H
A
L
L
H
A
V
E
P
R
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P
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L
Y
A
T
T
A
C
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P
A
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L
S
A
N
D
B
O
T
T
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M
C
H
O
R
D
S
H
A
L
L
H
A
V
E
A
PROPERLY
A
T
T
A
C
H
E
D
R
I
G
I
D
C
E
I
L
I
N
G
.
*'IMF'O~T
A
N
T
'
'
F
U
R
N
I
S
H
C
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P
Y
O
F
T
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D
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S
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T
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L
A
T
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A
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T
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R
.
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L
P
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R
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R
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D
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C
T
S
,
INC., SHAL
L
N
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T
B
E
R
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S
P
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I
B
L
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F
O
R
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I
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F
R
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T
H
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N
;
A
N
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F
A
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R
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T
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R
U
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I
N
CONFORM
A
N
C
E
W
I
T
H
T
P
I
;
O
R
F
A
B
R
I
C
A
T
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N
G
,
H
A
N
D
L
I
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,
S
H
I
P
P
I
N
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,
I
N
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T
A
L
L
I
N
G
&
B
R
A
C
I
N
G
O
F
T
R
U
S
S
E
S
.
D
E
S
I
G
N
CONFORM
S
W
I
T
H
A
P
P
L
I
C
A
B
L
E
P
R
O
V
I
S
I
O
N
S
O
F
N
O
S
(
N
A
T
I
O
N
A
L
D
E
S
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G
N
S
P
E
C
,
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Y
A
F
&
P
A
)
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N
D
T
P
I
.
A
L
P
I
N
E
C
O
N
N
E
C
T
O
R
PLATES AR
E
M
A
D
E
O
F
2
0
/
1
8
/
1
6
G
A
(
W
,
H
I
S
S
/
K
)
A
S
T
M
A
6
5
3
G
R
A
D
E
4
0
/
6
0
(
W
,
K
I
H
,
S
S
)
G
A
L
V
.
S
T
E
E
L
.
A
P
P
L
Y
P
L
A
T
E
S
T
O
EACH FAC
E
O
F
T
R
U
S
S
A
N
D
,
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
L
O
C
A
T
E
D
O
N
T
H
I
S
D
E
S
I
G
N
,
P
O
S
I
T
I
O
N
P
E
R
D
R
A
W
I
N
G
S
1
6
0
A
-
Z
.
A
N
Y
INSPECTIO
N
O
F
P
L
A
T
E
S
F
O
L
L
O
W
E
D
B
Y
(
I
)
S
H
A
L
L
B
E
P
E
R
A
N
N
E
X
A
3
O
F
T
P
I
1
-
2
0
0
2
S
E
C
.
3
.
A
S
E
A
L
O
N
T
H
I
S
DRAWING I
N
D
I
C
A
T
E
S
A
C
C
E
P
T
A
N
C
E
O
F
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
I
N
G
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
S
O
L
E
L
Y
F
O
R
T
H
E
T
R
U
S
S
C
O
M
P
O
N
E
N
T
DESIGN SH
O
W
N
.
T
H
E
S
U
I
T
A
B
I
L
I
T
Y
A
N
D
U
S
E
O
F
T
H
I
S
C
O
M
P
O
N
E
N
T
F
O
R
A
N
Y
B
U
I
L
D
I
N
G
I
S
T
H
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
BUILDING
D
E
S
I
G
N
E
R
,
P
E
R
A
N
S
I
/
T
P
I
1
S
E
C
.
2
.
R
=
6
0
7
#
H
=
H
2
R
E
V
.
1
2
.
0
3
.
0
1
.
0
1
0
3
.
1
1
T
C
L
L
4
0
.
0
p
s
f
T
C
D
L
2
0
.
0
p
s
f
B
C
D
L
5
.
0
p
s
f
B
C
L
L
O
.
O
p
s
f
T
O
T
.
L
D
.
6
5
.
0
p
s
f
D
U
R
.
F
A
C
.
1
.
.
0
0
S
P
A
C
I
N
G
2
4
.
0
"
\
V
'
'
S
E
Q
=
6
0
2
0
0
6
S
C
A
L
E
=
0
.
7
5
0
0
R
E
F
0
5
-
1
6
-
2
0
'
1
3
C
M
0
/
A
L
E
N
.
9
0
4
0
0
J
O
B
#
:
1
3
H
S
1
3
8
F
T
Y
P
E
S
Y
4
2
Job:(13HS138F) BOLAND-MEDITERRANEAN -LO
T
3
3
d
F
L
O
O
R
L
O
W
R
O
O
F
I
F
1
6
A
T
H
I
S
D
W
G
.
P
R
E
P
A
R
E
D
B
Y
T
H
E
A
L
P
I
N
E
J
O
B
D
E
S
I
G
N
E
R
P
R
O
G
R
A
M
F
R
O
M
T
R
U
S
S
M
F
R
'
S
L
A
Y
O
U
T
Top chord 4x2 SP _#2_N_12A Bot chord 4x2 SP #2 N 12A Webs 4x2 SP _#3~ 12A
D
e
f
l
e
c
t
i
o
n
m
e
e
t
s
L
/
3
6
0
l
i
v
e
a
n
d
L
/
2
4
0
t
o
t
a
l
l
o
a
d
.
C
r
e
e
p
i
n
c
r
e
a
s
e
f
a
c
t
o
r
f
o
r
d
e
a
d
l
o
a
d
i
s
1
.
5
0
.
T
r
u
s
s
m
u
s
t
b
e
i
n
s
t
a
l
l
e
d
a
s
s
h
o
w
n
w
i
t
h
t
o
p
c
h
o
r
d
u
p
.
Lumber grades designated with "12A" use design
v
a
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Job:(13HS138F) SOLANO-MEDITERRANEAN -LO
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C
O
N
N
E
C
T
O
R
PLATES A
R
E
M
A
D
E
O
F
2
0
1
1
8
1
1
6
G
A
(
W
,
H
/
S
S
A
<
)
A
S
T
M
A
6
5
3
G
R
A
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4
0
1
6
0
(
W
,
K
I
H
,
S
S
)
G
A
L
V
.
S
T
E
E
L
.
A
P
P
L
Y
P
L
A
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S
T
O
EACH FAC
E
O
F
T
R
U
S
S
A
N
D
,
U
N
L
E
S
S
O
T
H
E
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W
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L
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N
,
P
O
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D
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6
0
A
·
Z
.
A
N
Y
INSPECTI
O
N
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F
P
L
A
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L
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(
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)
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L
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C
.
3
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A
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F
O
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T
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C
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N
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DESIGN S
H
O
W
N
.
T
H
E
S
U
I
T
A
B
I
L
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P
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1
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C
.
2
.
S
E
Q
=
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0
2
0
2
2
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V
.
1
2
.
0
3
.
0
1
.
0
1
0
3
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1
1
S
C
A
L
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.
0
0
0
0
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C
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L
4
0
.
0
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s
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L
2
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0
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0
5
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6
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3
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0
0
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3
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1
3
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F
S
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4
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0
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T
Y
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E
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L
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Job:(13HS138F) BOLANO-MEDITERRANEAN -LOT
3
3
d
F
L
O
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R
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Top chord 2x4 SP _#2_N_12A Bot chord 2x6 SP SS Webs 2x4 SP #3 12A :W1 2x6 SP SS: :Rt Bearing Leg 2x6 SP ss: Lumber grades designated with "12A" use design
v
a
l
u
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s
a
p
p
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o
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1
1
5
1
2
0
1
2
b
y
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Bottom chord checked for 10.00 psf non-concurre
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t
l
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v
e
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o
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.
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p
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i
a
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-
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L
u
m
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(
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,
1
.
.
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u
Truss must be installed as shown with top chord u
p
.
D
e
f
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3
6
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1115X8(R)
=
3
X
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1
1
1
2
X
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=
6
X
8
(
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T
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r
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7
-
1
1
4
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1
r
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-
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1
1
1
5
X
8
(
R
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=
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8
1
1
1
3
X
5
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l
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
9
'
6
"
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
1
1---
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
9
'
0
-
1
/
2
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~
-
-
~
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G
.
P
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D
B
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A
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R
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M
F
R
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T
R
U
S
S
M
F
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S
L
A
Y
O
U
T
Top chord 2x4 SP SS
N
e
g
a
t
i
v
e
r
e
a
c
t
i
o
n
(
s
)
o
f
-
5
5
0
#
M
A
X
.
(
S
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b
e
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)
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r
o
m
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n
-
w
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e
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p
l
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t
c
o
n
n
e
c
t
i
o
n
.
Bot chord 2x6 SP SS :B2 2x4 SP #2 N 12A: Webs 2x4 SP #3 12A - --:Lt Level Return 2x4 SP _#3_12A:
1
7
0
m
p
h
w
i
n
d
,
1
5
.
0
0
f
t
m
e
a
n
h
g
t
,
A
S
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7
-
1
0
,
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L
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D
b
l
d
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X
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,
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n
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=
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.
0
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B
C
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.
O
p
s
f
.
G
C
p
i
(
+
/
-
)
=
0
.
1
8
Lumber grades designated with "12A" use design
v
a
l
u
e
s
a
p
p
r
o
v
e
d
1
/
5
/
2
0
1
2
b
y
A
L
S
C
.
(H 1) = (J) Hanger not calculated (5)2x6 SP SS supporting member.
W
i
n
d
l
o
a
d
s
b
a
s
e
d
o
n
M
W
F
R
S
w
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d
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a
l
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a
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s
.
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d
v
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s
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e
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0
0
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s
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o
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-
c
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c
u
r
r
e
n
t
l
i
v
e
l
o
a
d
.
l
l
~
I
,
Deflection meets L/360 live and L/240 total load. C
r
e
e
p
i
n
c
r
e
a
s
e
f
a
c
t
o
r
f
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e
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v
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l
o
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d
s
.
All wind load cases on this truss have a 1.33 durat
i
o
n
f
a
c
t
o
r
.
M
W
F
R
S
l
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=3X4(81) T 8-3/16" "'3X4 { 61~
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1
1
3
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6
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8
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:
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R=67/-550# Rw
=
4
7
8
#
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=
2
0
6
#
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L
=
2
8
6
/
-
4
6
#
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(Rigid Surface)
R
=
1
1
2
2
#
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=
7
7
9
#
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=
B
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R
=
3
3
7
#
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1
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H
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H
1
DESC. = M7A PLT. TYP.-WAVE ,. -~ •.· '•. ~.-; ' -~~ .. ~-~· ..• : ..... FLORIDA QUALITY TRUSS [~_:_ --r '::::::.:::=::~~-.-::-:-:-::::] I'E!.' ('IS4) '175-J3H4 FA X: (954} 97X-8980 3120 N. W. 16th Tl.;RRAC.E P()l\U'ANO llb\Cll, FL 33064 DESIGN C
~
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s
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#
:
1
3
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S
1
3
8
F
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P
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N
Job:(13HS138F) SOLANO-MEDITERRANEAN -LOT
3
3
d
F
L
O
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R
L
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W
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7
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F
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R
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S
S
M
F
R
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S
L
A
Y
O
U
T
Top chord 2x4 SP SS
N
e
g
a
t
i
v
e
r
e
a
c
t
i
o
n
(
s
)
o
f
-
4
7
6
#
M
A
X
.
(
S
e
e
b
e
l
o
w
)
f
r
o
m
a
n
o
n
-
w
i
n
d
l
o
a
d
c
a
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r
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q
u
i
r
e
s
u
p
l
i
f
t
c
o
n
n
e
c
t
i
o
n
.
Bot chord 2x6 SP SS :82 2x4 SP _#2_N_12A: Webs 2x4 SP #3 12A :Lt Level Return 2x4 SP _#3_12A:
1
7
0
m
p
h
w
i
n
d
,
1
5
.
0
0
f
t
m
e
a
n
h
g
t
,
A
S
C
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7
-
1
0
,
C
L
O
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D
b
l
d
g
,
L
o
c
a
t
e
d
a
n
y
w
h
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i
n
r
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o
f
,
R
I
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K
C
A
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,
E
X
P
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,
w
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n
d
T
C
D
L
=
S
.
O
p
s
f
,
w
i
n
d
B
C
D
L
=
5
.
0
p
s
f
.
G
C
p
i
(
+
/
-
)
=
0
.
1
8
Lumber grades designated with "12A" use design v
a
l
u
e
s
a
p
p
r
o
v
e
d
1
/
5
/
2
0
1
2
b
y
A
L
S
C
.
(H 1) = (J) Hanger not calculated (5)2x6 SP SS supporting member.
W
i
n
d
l
o
a
d
s
b
a
s
e
d
o
n
M
W
F
R
S
w
i
t
h
a
d
d
i
t
i
o
n
a
l
C
&
C
m
e
m
b
e
r
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e
s
i
g
n
&
r
e
a
c
t
i
o
n
s
.
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e
n
d
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Deflection meets L/360 live and L/240 total load. C
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All wind load cases on this truss have a 1 .33 durati
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Job:(13HS138F) BOLANO-MEDITERRANEAN ·LOT
3
3
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Top chord 2x4 SP SS :T2 2x4 SP _#2_N_12A:
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Bot chord 2x6 SP SS :B2 2x4 SP #2 N 12A: Webs 2x4 SP #3 12A ---:Lt Level Return 2x4 SP _#3_12A:
1
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Lumber grades designated with "12A" use design
v
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.
(H1) = (J) Hanger not calculated (5)2x6 SP SS supporting member.
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d
l
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Deflection meets L/360 live and L/240 total load. C
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e
p
i
n
c
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l
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a
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All wind load cases on this truss have a 1.33 durat
i
o
n
f
a
c
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W
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1
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p
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5
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8
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l
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d
(
2
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2
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6
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(
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;
(
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b
l
e
s
u
p
p
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r
t
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g
m
e
m
b
e
r
.
Truss checked for 200# movable concentrated loa
d
a
l
o
n
g
B
o
t
t
o
m
C
h
o
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d
,
n
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t
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h
d
e
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i
g
n
g
r
a
v
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t
y
l
o
a
d
s
.
All wind load cases on this truss have a 1 .33 durati
o
n
f
a
c
t
o
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.
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W
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=
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#
:
1
3
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3
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F
T
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Job:(13HS138F) SOLANO-MEDITERRANEAN -LOT 3
3
d
F
L
O
O
R
L
O
W
R
O
O
F
I
E
J
5
T
H
I
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D
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G
.
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J
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F
R
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T
R
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S
M
F
R
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L
A
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Top chord 2x4 SP SS Bot chord 2x4 SP _#2_N_12A
1
7
0
m
p
h
w
i
n
d
,
2
1
.
6
8
f
t
m
e
a
n
h
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t
,
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S
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-
1
0
,
C
L
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D
b
l
d
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d
w
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n
4
.
5
0
f
t
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m
r
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e
d
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e
,
R
I
S
K
C
A
T
I
I
,
E
X
P
C
,
w
i
n
d
T
C
D
L
=
5
.
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p
s
f
,
w
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B
C
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=
5
.
0
p
s
f
.
G
C
p
i
(
+
/
-
)
=
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.
1
8
:Lt Level Return 2x4 SP _#3_12A:
W
i
n
d
l
o
a
d
s
b
a
s
e
d
o
n
M
W
F
R
S
w
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d
d
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l
C
&
C
m
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m
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.
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v
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x
p
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d
t
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w
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Lumber grades designated with "12A" use design v
a
l
u
e
s
a
p
p
r
o
v
e
d
1
/
5
/
2
0
1
2
b
y
A
L
S
C
.
Bottom chord checked for 10.00 psf non-concurren
t
l
i
v
e
l
o
a
d
.
Truss checked for 200# movable concentrated load
a
l
o
n
g
B
o
t
t
o
m
C
h
o
r
d
,
n
o
n
c
o
n
c
u
r
r
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n
t
w
H
h
d
e
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g
n
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r
a
v
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t
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l
o
a
d
s
.
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e
f
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o
n
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t
s
L
/
3
6
0
l
i
v
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d
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4
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l
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d
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3
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.
T 6-3116" _t'3X4 ~I =3X4(
B
1
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f
-
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t
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1
1
2
5
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R
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1
9
6
#
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=
2
6
8
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A
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<
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1
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1----
1
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-
-
-
-
-
-
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-
~
DESC. = EJS PLT. TYP.-WAVE ,····W ""' -~~n ,~;,,.,.,, FLORlDA QUALITY TRUSS [~.~~~=r.-=-/ -~-T~::·.'::-.3-:. ,.r···1 ru., <''·';.Jl 975-3384 FAX' (954} 971!-8980 31ZON.W. !6tbTERRACE POMPANO BEACH, FL 330M
R
=
4
7
7
#
U
=
4
3
1
#
R
L
=
2
5
2
/
-
2
9
#
W
=
3
"
(
R
i
g
i
d
S
u
r
f
a
c
e
)
DESIGN CRI
T
•
F
B
C
1
0
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V
H
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/
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P
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2
0
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.
218 NORTH
L
E
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S
T
R
.
.
S
U
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E
3
1
2
,
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2
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3
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N
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Job:(13HS138F) SOLANO-MEDITERRANEAN -LOT
3
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Lumber grades designated with" 12A" use design
v
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p
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5
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Job:(13HS138F) SOLANO-MEDITERRANEAN -LOT
3
3
d
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L
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R
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Top chord 2x4 SP SS Bot chord 2x4 SP #2 N 12A
1
7
0
m
p
h
w
i
n
d
,
1
5
.
0
0
f
t
m
e
a
n
h
g
t
,
A
S
C
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-
1
0
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C
L
O
S
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D
b
l
d
g
,
L
o
c
a
t
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d
a
n
y
w
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,
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X
P
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,
w
i
n
d
T
C
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L
=
5
.
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n
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B
C
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s
i
.
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C
p
i
(
+
/
-
)
=
0
.
1
8
Webs 2x4 SP #3-12A :Lt Level Return 2x4 SP _#3_12A: Lumber grades designated with "12A" use design v
a
l
u
e
s
a
p
p
r
o
v
e
d
1
/
5
/
2
0
1
2
b
y
A
L
S
C
.
Bottom chord checked tor 10.00 psi non-concurren
t
l
i
v
e
l
o
a
d
.
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i
n
d
l
o
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d
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c
t
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.
(
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1
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(
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)
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a
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a
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c
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6
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P
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3
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4
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3
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d
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Top chord 2x4 SP SS Bot chord 2x4 SP #2 N 12A
1
7
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Webs 2x4 SP #3-12A :Lt Level Return 2x4 SP _#3_12A: Lumber grades designated with "12A" use design v
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(
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=
(
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m
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.
Bottom chord checked for 10.00 psi non-concurren
t
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3
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Truss checked for 200# movable concentrated loa
d
a
l
o
n
g
B
o
t
t
o
m
C
h
o
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d
,
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DESC. = J48A PL T. TYP.-WAVE f-.-FLORIDA QUALITY TRUSS r~~-~==~~r~~~~. ~ --~-·--·~===~J I'LL: ('1$4) 975-.1384 FAX~ (954) 978 .. &9KO :tTZON.W. 16tbTERRACh I'OMl'ANO !lEACH, Fl. .!3064 1
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,
R
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Lt Level Return 2x4 SP _#3_12A:
W
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n
d
l
o
a
d
s
a
n
d
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e
a
c
t
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M
W
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.
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All wind load cases on this truss have a 1.33 dura
t
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a
c
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=
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PB[I)lJCT
CODE ClEAR OVEBAI.L O¥EBAll. JOIST HEADER 1.BAD !JIJIWDI rAC1liB LOAD llUIW'Imi D\CIDR
wmm ~ ~ ~----~~~------~--~--~---.--~----+---.----.~~--;
(in} [10) lin) SIZE QTJ SIZE mY 1 1.15 1.25 1Ji 1 1.15 1.25 1Ji
IDS2:12-2
liiS212-3
liiS210-3T
i1JS2t2-3f
1112 12. 1 518 57115
1112 12 1 518 615f16
1112 12 1 518 815116
1 i/2 12 1 518 10 15f16
3 12 3118 5 7/16
3 12 3118 615f16
3 12 3118 815116
3 12 3 118 1015116
3 12 3 7/16 5 7/16
3 12 3 7/16 615fi6
3 12 37116 815fi6
3 12 3 7/16 1015116
31/2 12 3518 57116
31/2 12 3518 615116
3112 12 3518 81:1f16
31/2 12 1015f16
4112 12 5 7116
4112 12 14518 615f16
41/2 12 4518 815116
4112 12 4518 1015116
4112 12 5 5 7/16
4112 12 5 615116
4112 12 5 815ft€
4112 12 5 10:5.116
iOd X i-"!1.2 Nails ale Q_14-~ ~ -~.f:
iOd COhi!!!Oi! Nails an;(L1~X~-~
16rl Comrr:-on NaiS ara 0_10Z";;:: as=
EV . .:!..LUA"'flrn'l RE.CORT
FOR
41/4
4114
41/4
41/4
41/4
41/4
41/4
41.14
41/4
4114
4114
41/4
4114
41/4
4114
41/4
4_1/4
41/4
41i4
41!4
IT"~/ BGG CON~~ fiUCTION R~XJV,fARE
p-RE,PARE!) FOR 'l:;
FLOR!l?A PRODUCT A.d!::PRO~i"..AL 14EJ7S
~3,2!Yifl
(Arr-~£~:1 ~ 13., 2fliU as rn.;Ed ~
~~ ~laitL~~~ .. F~FL~~
m"'iB< .. ~ c.~GPt.-p inc
~~tm-.re
i-~Ciiy~ F~~
C~Zl8
0..14B"X1..5" 30 fi.162"J:3.5" 40 6565 7410 '7410 7410
fi.148"x1.5" 38 0.162"J:3.5" !il 8210 8855 8865 8855
0.148"x1.5" 45 0.162"J:3.5" 60 92-40 !JZ40 9240 9240
0.1~ 24 0.162"x3.5" 30 4925 5035 5035 5035
0.1~ 30 0.16'2"l:3.5" 40 6565 7410 7410 7410
0.148"x3.fr 38 0.162"J:3.5" !il 8210 8865 8865 8855
6475 6475
0.148"l:3.1r 24 0.162":a.5" 30 4925 5035 5035 5035
0.148"x3.ll" 30 0.162":3.5" 40 6565 7410 7410 7410
2100 2100
7410
0.148"x3ll" 46 0.162"X3.5" 60
0.1~ 24 0.162"X3.5" 30
0.141rx3.D" 30 fi.162"1:3.5" 4} 7410 7410 7410
il.14ir-..3.0" 38 0.162"X3.5" 50
il.148"J:Sil" 46 il.162":3..5" 60 9240 9240 9240 9240
[[ u
The prom~ descr"ihed ID iiis repu.i na~ been~~ ~~&a~ me
fe4-uit~l~ otme Rur!da ~~tg !:.~ ar!d ~-tiiirl ID Deb CIA~ ~1~ the
P-~ida at~m.y 0~£~..en used in ~-da-ICe ~ ~~ ~l~laOC!fl ~:Jrt..
!
RE\1EWEO q. A'f~\1~ L..S .y. ~
REVIEWED, CORRECTIONS NOTED 0
REVISE AND RESUBMIT 0
NOT APffiOVED 0
Checking is only for conformanc_e with the deSign concept of the
Project and compliance with the mformaliOn gtven tn the Contract
Documents. Contractor is responsible for dimensions to be con-
firmed and correlated at the job site, for information that pert~ms
solely to the fabrication processes or to techniques of construction,
and for coordination of the work of aU traoes !
i i ~ H · {954-) 9~-3384
j;-Jt~{95~):;I~
• JSM Aj<;_~~RE CJl·Y OF P~S#JG.:-Yu~Z LE;6
. ~t2...:..l}
13535 PA.~ C:ENTR~ Bt."VL:
tF~.~JID BiACH, FL 33064 Bu-rr :DJNG Dl!i'ARTMEt~ 1
PARKLAND GOLF & C.C.
PARKLAND
TOLL BROTHERS, INC.
~aAiEMENi:
certi'ylhet~..e s~wii!9 fa"~tr"tlSSeS ~an me ~seaisd index sheet have~~~ and
jde::ii~ :ad fcriiu .. p;a.Ee liiliib 1i1e Floiii;!a ~ Code 2010.. i ~trusses have bean designed ~ }:~-=-~iUs
· _ -_ w;wimi and ron::~ as required byti-=~~-s:
I
I
I
TRUSS~ eotiDIT"IONS
;ROOF TRUSSES
.TOP CHORDLNELOAD 30~0psf
'TOP CHORDDEAD LOAD 15Jlpsf
~CHORD IJ'VE!...UAD -
'SOTTDU-CHORD DE'--.D LOAD 1 O.Opllf
TOTAL~ 55.0psf
DURA~ F.PCT"Clft l 1.25
~OOR iRussEs
TOP CHORD l..NEI.DAD
"TTP C:--iORO DBID LOAD
~! oOi.li ~-iORD I filE • ~ ~
~~·~C~DEADt..OAD
TOT~¥..~
~Rl\....-:>N cAC7~ ~ ,I; --..= ·~ ~ ,; I. f.J!i"C
170
L=~ Calsoor..,. C -TT ~;,.:::;-~~-~~ ::o_r,l?_ V. r~-· K...-"""0! ~~~ ~::z;, 11.~;;,
ie:o-npL~ ~used for G~: •
4-0
eo --s
I 6J)
' /.()D
~ll.~_i:sa is E ~JSX ..,1.:_~ ~~.:~_in ~-::-.ce_wih r!Dfi.ls 9-I-_ tB 61G1~3i.?C<3 ! he ~__..-=s ~!"~~~ lL_ ma-u ___b_.a=<!; tii~ £a till& or"~ ~and ~./Sd b¥ n-~-As ~..e.<'"'" bv my seal, ~ r,;.::.::-~ fcSi~y ihat-Ihe ~,S ;;!fa~I~! is Ir~IS ~-i CO£!= -J iu trae t -i c: =.:_.y ~ A.?:L~~ ar:srl ~--
::A.-Y±=KTA KL\V.~~JGLU, P .. E ..
FL .. PEG. 1!~1310
a...vJ VI~ RODGERS CiRGi F #&300
MAY 2 2 2013
..
Customer Information:
Florida Quality Truss
Main Office:1-772-545-3950
Alt.Ph: -Fax:1-772-545-3690
Engineering-List
Job#: 13HS138R
Date: 5/16/2013
Project Information:
Name: Contact: Name:
TOLL BROTHERS· PARKLAN Fill in later SOLANO • MEDITERRANEAN • LOT 33d UPPER ROOF
Address: Address: Region:
LOT 33d
City, State, Zip: City, State, Zip:
PARKLAND, FL
~::_~_i_~-~~-'._:_::_:_EO_N_E------------~ ~N-o-~-s-:--------------------------------------~1 ~Lo_a_m-ng_: __ ~L_L ____ :_: ______ :_O: __ _
Engineering List
Seq. Qty Span Description Truss Slope
I
OH·L CANT-L STUB·L Height
Num. TCIBC OH-R CANT-R STUB·R
1 1 41-07-04 A1G ~ 5.00 0.00 01-04-00 00-00-00 00-00-00 08-10-05
2 -Ply 1260 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00
2 1 41-07-04 A2 I 01-04-00 00-00-00 00-00-00 08-10-05 I~ 5.00 0.00
292.61bs.each 1 ~~ 2x4 I 2x4 01-04-12 00-00-00 00-00-00
3 1 i A3 I~ 01-04-00 00-00-00 00-00-00 08-10-05 1 41-07-04 5.00 0.00
281.4lbs.each l..a~j 2x4 I 2x4 01-04-12 00-00-00 00-00-00
4 1 41-07-04 A4 ~I 5.00 0.00 01-04-00 00-00-00 00-00-00 08-07-00
285.6 lbs. each 2x4 I 2x4 01-04-12 00-00-00 00-00-00 .
5 1 I 41-o7-o4 AS ~ 5.00 0.00 01-04-00 00-00-00 00-00-00 07-09-00
277.2 lbs. each 01-04-12 00-00-00 00-00-00 -2x4 I 2x4
6 1 41-07-04 A6G ~-""J>o.c,. 5.00 0.00 01-04-00 00-00-00 00-00-00 06-11-00
260.4 lbs. each 2x4 I 2x4 01-04-12 00-00-00 00-00-00
7 1 41-07-04 A7G 5.00 0.00 01-04-00 00-04-08 00-00-00 07-01-15 JT\~ 2 -Ply 1030 lbs. each -2x4 I 2x4 00-00-00 00-00-00 00-00-00
8 1 44-11-00 A8 5.00 0.00 01-04-00 00-04-08 00-00-00 06-04-09
250.6 lbs. each ./1'(} \/'.~ 2x4 I 2x4 00-00-00 00-00-00 00-00-00
9 1 44-11-00 A9 5.00 0.00 01-04-00 00-04-08 00-00-00 06-01-00
253.4 lbs. each ~ . J·, I _,.I>c:,..
2x4 I 2x4 00-00-00 00-00-00 00-00-00
1 44-11-00 A10 i ' 1 o1-o4-oo I 05-03-00 10 I : 5.00 0.00 00-04-081 00-00-00
254.Bibs. each I ..<"(J">,~CZi?sv'] 2x4 I 2x4 j 00-00-00 00-00-00 00-00-00
11 1 44-11-00 A11 I, 5.00 0.00 ! 01-04-00 00-04-08 00-00-00 04-05-00
239.4 lbs. each ........-N--..... ......_ ......_ //
2x4 I 2x4 j 00-00-00 00-00-00 00-00-00 i
12 1 I 44-11-00 I A 12G : 5.00 o.oo I o1-o4-oo 00-04-08 00-00-00 03-07-00
I 2 -Ply 1022 lbs. each 2x4 I 2x4 1
1
00-00-00 00-00-00 00-00-00
I
13 1 39-04-00 I C1
I
I o1-o4-oo 00-00-00 00-00-00 06-01-00 ~· 5.00 0.00
212.8 lbs. each 2x4 I 2x4 i
00-00-00 00-00-00 00-00-00
I, 39-04-00 I C2 ~! ' 14 1 5.00 0.00 ! 01-04-00 00-00-00 00-00-00 05-03-00
I I 212.8 lbs. each :4 2x4 I 2x4 I 01-04-00 00-00-00 00-00-00
I I
Page I of 4
•.
Seq. Qty ' Span Description Truss
Num.
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
i 39-04-00 C3
' !
I
1 I 39-04-00 !! C4G
: I 2 -Ply
I
!33-1 o-08 I 01
1 133-10-08 II 02
3
33-10-08 03
133-1 0-08 04
17-10-00 FGR1 I 2 -Ply
06-06-081 FGR2
I I 2 -Ply
15-09-04 I H1 G
! 2 -Ply
15-09-04 H2
15-09-04 H3
15-09-04 H4
15-09-04 H5G
09-08-08 L 1
09-09-04 L 1 A
09-08-08 L2G
09-03-00 S 1 G
09-03-00 S2
09-03-00 S3
09-03-00 S4G
2 -Ply
1 05-02-05 I M5G
I
I I
2 I 03-03-02 M5A
I,
I
i
207.2 lbs. each
912.8 lbs. each
249.2 lbs. each
260.4 lbs. each ~~
!~I
219.81bs. each I.~ I
! ----<v" ~-:.
208.61bs. each I ~ \1./
I
358.4 lbs. each
128.8 lbs. each IQ"",I,-.-:::I:=::=::.--===-.....::=~=::ii::j~
442.4 lbs. each
85.40 lbs. each
85.40 lbs. each
92.4 lbs. each
99.40 lbs. each ~I
67.2 lbs. each
61.60 lbs. each
64.4 lbs. each
92.40 lbs. each
103.6 lbs. each
82.60 lbs. each : ~
308.0 lbs. each
72.1 lbs. each
~
42.70 lbs. each ~
J
I
i
I
I
I
i
I
'I
I
Page 2 of 4
Engineering List
Slope
TC/BC
OH-L CANT-L STUB-L
OH-R CANT-R STUB-R
5.00 0.00
2x4 I 2x4
5.00 0.00
2x4 I 2x4
5.00 0.00
2x4 I 2x4
5.00 0.00
I
i 01-04-00 00-00-00
I 01-04-00 00-00-00
I
I
I 01-04-00 00-00-00
01-04-00 00-00-00
: 01-04-00 00-00-00
00-00-00 00-00-00
01-04-00 00-00-00
2x4 1 2x4 00-00-00 00-00-00
5 _00 o.oo 1 01-04-00 oo-oo-oo
2x4 1 2x4 1 00-00-00 00-00-00
I
01-04-00 00-04-08 5.00 0.00
2x4 1 2x4 00-00-00 00-00-00
0.00 0.00
2x4 I 2x4
00-00-00 00-00-00
00-00-00 00-00-00
0.00 0.00 i 00-00-00
2x4 I 2x4 ' 00-00-00
00-00-00
00-00-00
5.00 0.00
2x4 I 2x6
5.00 0.00
2x4 I 2x4
5.00 0.00
2x4 I 2x4
5.00 0.00
2x4 I 2x4
5.00 0.00
2x4 I 2x6
5.00 0.00
2x4 I 2x4
5.00 0.00
2x4 I 2x4
01-04-00 00-00-00
01-04-12 00-00-00
I
01-04-00 00-00-00
01-04-12 00-00-00
01-04-00 00-00-00
01-04-12 00-00-00
01-04-00 00-00-00
01-04-12 00-00-00
01-04-12 00-00-00
01-04-12 00-00-00
01-04-12 00-00-00
01-04-12 00-00-00
01-04-12 00-00-00
00-00-00 00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
5.oo o.oo 1 01-04-12 oo-oo-oo oo-oo-oo
2x4 1 2x4 I 01-04-12 00-00-00 00-00-00
4.90 0.00 1 02-00-11 00-00-00 00-00-00
2x4 1 2x6 i 02-00-11 00-00-00 00-00-00
4.16 o.oo 1 oo-oo-oo oo-oo-oo oo-oo-oo
2x4 1 2x4 1 00-00-00 00-00-00 00-00-00
l
i 00-00-00 00-00-00 00-00-00 2.78 0.00
2x4 1 2x4
1
00-00-00 00-00-00 00-00-00
o.oo o.oo 1 oo-oo-oo oo-oo-oo oo-oo-oo
2x4 1 2x6 1 00-00-00 oo-oo-oo [ oo-oo-oo
I o1-o5-o1 4.90 0.00 I
2x4 I 2x4 i 00-00-00
!
4.90 0.00 i 01 -05-01
2x4 I 2x4 i 01-02-15
00-00-00 00-00-00
00-00-00 00-00-00
oo-oo-oo I oo-oo-oo I oo-oo-oo I oo-oo-oo
Height
04-05-00
03-07-00
08-10-05
08-09-00
08-09-15
07-11-15
01-04-00
01-04-00
04-05-09
04-05-09
03-09-08
03-08-09
03-08-09
03-08-09
03-08-09
02-11-00
06-11-09
06-01-15
05-04-02
04-09-11
07-00-00
06-08-09
Seq.
Num.
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
Qty · Span Description Truss
2
2
2
'1 03-05-04 M5B
1.
i 02-11-12
I
i 03-02-09
!
I
' M5C
FGR4
I 07-07-12 M7B
I
I
32 07-00-00 EJ7D
2 05-00-00 M5D
2 05-00-00 : EJ5D
i
1 03-06-00 l J36
I
I 03-06-00
I J36G
1 I 03-05-04 J38G
3 02-11-04 EJ3
02-01-12 J24
1 01-11-04 J2
4 05-00-00 CJ5D
a 1 03-0o-oo
i
8 1 01-00-00
I
CJ3D
CJ1D
6 00-11-04 CJ1E
I HJ7D
I
2 I 09-10-01
1 I 07-00-02 HJ5D
I
1 I 04-10-10 HJ36
I
2 I 04-01-02 I HJ3E
I 1
1
' 1 1
• 02-11-11 HJ24
44.10 lbs. each
44.1 lbs. each
47.60 lbs. each
~ . I
42lbs. each
I/
28.00 lbs. each ~
22.40 lbs. each
21 lbs. each
18.20 lbs. each
22.40 lbs. each
36.40 lbs. each
18.20 lbs. each ~
16.8lbs. each I~
I
11.20 lbs. each
21 lbs. each
15.40 lbs. each
9.100 lbs. each
12.6 lbs. each
47.60 lbs. each
29.41bs. each ~
22.40 lbs. each I~
23.81bs. each ~
~~
19.6 lbs. each I ~=
i
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I
Page 3 oi 4
Engineering List
Slope
TCIBC
OH-L
OH-R
01-05-01 4.90 0.00 1
2x4 I 2x4 1 01 ·0 1-1 3
4.90 0.00
2x4 I 2x4
01-08-08
01-03-00
o.oo o.oo I, oo-oo-oo
2x6 I 2x6 00-00-00
5.00 0.00
2x4 I 2x4
5.00 0.00
2x4 I 2x4
4.90 0.00
2x4 I 2x4
5.00 0.00
2x4 I 2x4
5.00 0.00
2x4 I 2x4
5.00 0.00
2x4 I 2x6
5.00 0.00
2x4 I 2x6
01-04-00
00-00-00
\ 01-04-00
00-00-00
01-04-05
00-00-00
01-04-00
00-00-00
01-04-00
00-00-00
01-04-00
00-00-00
01-04-12
00-00-00
CANT-L STUB-L
CANT-R STUB-R
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-04-08
00-00-00
00-00-00
00-00-00
00-00-13
00-00-00
00-04-08
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
00-00-00
Height
06-09-00
06-08-10
05-10-11
02-09-00
03-07-00
02-06-12
02-09-00
02-01-08
02-01-08
02-07-01
5.00 0.00 01-04-12 00-00-00 00-00-00 02-11-00
2x4 1 2x4 00-00-00 00-00-00 00-00-00
5.00 0.00 01-04-12 00-00-00 00-00-00 02-07-01
2x4 1 2x4 00-00-00 00-00-00 00-00-00
5.00 0.00
2x4 I 2x4
5.00 0.00
2x4 I 2x4
5.00 0.00
2x4 I 2x4
00-00-00
00-00-00
01-04-00
00-00-00
01-04-00
00-00-00
5 _00 O.OO I 01-04-00
2x4 I 2x6
5.00 0.00
2x4 I 2x4
3.54 0.00
2x4 I 2x4
3.54 0.00
2x4 I 2x4
00-00-00
01-04-12
00-00-00
I
01-10-10
00-00-00
01-10-10
00-00-00
5
I
01-10-10 3. 4 0.00
2x4 I 2x4 00-00-00
I 3.54 o.oo I o1-11-11
2x4 I 2x4 I 00-00-00
3 5 I o1-11-11 . 4 o.oo I
2x4 I 2x4 i 00-00-00
00-00-00 00-00-00
00-00-00 00-00-00
00-00-DO 00-00-00
00-00-00 00-00-00
00-00-00 00-00-00
00-00-00 00-00-00
00-00-00 00-00-00
00-00-00 00-00-00
00-00-00 00-00-00
00-00-00 00-00-00
00-00-00 00-00-00
00-00-00 00-00-00
00-05-1 0 00-00-00
00-00-00 00-00-00
00-00-00 I 00-00-00
00-00-00 00-00-00
00-00-00 00-00-00
00-00-00 00-00-00
oo-oo-oo I oo-oo-oo
I
00-00-00 I 00-00-00
I
02-06-00
02-09-00
01-11-00
01-01-00
02-01-00
03-06-12
02-08-12
02-01-04
02-10-12
02-06-13
Engineerin List
Seq. Qty
Num.
Truss Description Slope OH-l CANT-l STUB-l Height
TC/BC OH-R CANT-R STUB-R
59 04-00-00 . MV4 5.00 0.00 00-00-00 00-00-00 00-00-00 01-08-00
14.00 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00
60 5.00 0.00 00-00-00 00-00-00 00-00-00 00-10-00
2x4 I 2x4 00-00-00 00-00-00 00-00-00
Hanger Summary
Qty PartiD Description
15 AHU26 AHU26
3 AGUS26-2T AGUS26-2T
2 SSR26 SSR26
2 SSL26 SSL26
Trusses: 133.00
Page 4 of 4
Job:(13HS138R) BOLANO-MEDITERRANEAN -LOT
3
3
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Top chord 2x4 SP _#2_N_12A :T1, T5 2x4 SP #1
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e
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e
:
Bot chord 2x6 SP SS :B 1 2x4 SP #2 N 12A: :B2 2x4 SP SS: -- -Webs 2x4 SP #3 12A :W8 2x4 SP #2 N
1
2
A
:
:W19 2x4 SP #1 Dense: :W20 2x6 SP SS: --:Lt Slider 2x4 SP #3 12A: BLOCK LENGTH =
1
.
2
2
3
'
:Lt Level Return 2x4 SP _#3_12A: Lumber grades designated with "12A" use design
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Special loads
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------(Lumber Dur.Fac.=1.25 I Plate Dur.Fac.= 1.25
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TC-From 92 p~ at -1.33 to 92 p~ at 19.67 TC-From 92 plf at 19.67 to 92 plfat 23.93 TC-From 92 p~ at 23.93 to 92 plf at 28.67
1
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TC-From 92 plf at 28.67 to 92 plf at 37.40 TC-From 92 plf at 37.40 to 134 plf at 41.60 BC-From 20 plf at 0.00 to 20 plf at 2.50 BC-From 20 plf at 2.50 to 20 plf at 15.17 BC-From 20 plf at 15.17 to 20 p~ at 16.17 BC-From 20 plf at 16.17 to 20 p~ at 29.60 BC-From 20 plf at 29.60 to 20 plf at 41.60 PLB-From 10plfat-1.29to 10plfat-0.10 TC-438.00 lb Cone. Load at 37.40 BC-4184.19 lb Cone. Load at 34.00 BC-511.23 lb Cone. Load at 35.40 BC-514.20 lb Cone. Load at 37.40 BC-2094.58 lb Cone. Load at 39.46 Wind loads based on MWFRS with additional C&
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9
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MWFRS loads based on trusses located at least
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3
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(
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DESC. = A1G PLT. TYP.-WAVE -· "::.\,. FLORIDA QUALITY TRUSS :::-......... ,-I'LL: ('JH) 975-HH·I FAX: (954) 97X·K980 .H20N.W.I6tb1'ER!tACE I'OMI'ANO REACH, Fl.. .13064 DESIGN C
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PLATES A
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0
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1
8
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1
6
G
A
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DESIGN SH
O
W
N
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T
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w
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;
:
R
=
2
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7
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#
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#
:
1
3
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3
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4
.
0
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C
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~ Job:(13HS138R) SOLANO-MEDITERRANEAN -LO
T
3
3
d
U
P
P
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R
R
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F
I
A
4
Top chord 2x4 SP #1 Dense :T1 2x4 SP SS: :T3, T4 2x4 SP #2 N 12A:
T
H
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D
W
G
.
P
R
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(
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)
1
p
l
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(
s
)
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R
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s
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t
i
o
n
i
n
g
r
e
q
u
i
r
e
m
e
n
t
s
.
Bot chord 2x4 SP #1 Dense :B1 2x4 SP #2 N
1
2
A
:
:82 2x4 SP SS: ---
1
7
0
m
p
h
w
i
n
d
,
2
4
.
7
4
I
t
m
e
a
n
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g
t
,
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7
-
1
0
,
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L
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D
b
l
d
g
,
n
o
t
l
o
c
a
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d
w
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h
i
n
1
3
.
0
0
f
t
f
r
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m
r
o
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e
d
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,
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K
C
A
T
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.
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X
P
C
.
w
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n
d
T
C
D
l
=
5
.
0
p
s
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,
w
i
n
d
B
C
D
L
=
5
.
0
p
s
f
.
G
C
p
i
(
+
/
-
)
=
0
.
1
8
Webs 2x4 SP #3 12A :W8, W17 2x4 SP #2
N
1
2
A
:
:W182x6SPss: --
-
-
:Lt Slider 2x4 SP #3 12A: BLOCK LENGTH =
1
.
2
2
3
'
:Lt Level Return 2x4SP _#3_12A::Rt Level Retu
r
n
2
x
4
S
P
_
#
3
_
1
2
A
:
W
i
n
d
l
o
a
d
s
b
a
s
e
d
o
n
M
W
F
R
S
w
i
t
h
a
d
d
i
t
i
o
n
a
l
C
&
C
m
e
m
b
e
r
d
e
s
i
g
n
&
r
e
a
c
t
i
o
n
s
.
C
a
l
c
u
l
a
t
e
d
h
o
r
i
z
o
n
t
a
l
d
e
f
l
e
c
t
i
o
n
i
s
0
.
1
9
"
d
u
e
t
o
l
i
v
e
l
o
a
d
a
n
d
0
.
2
4
"
d
u
e
t
o
d
e
a
d
l
o
a
d
.
4
-
Lumber grades designated with "12A" use design
v
a
l
u
e
s
a
p
p
r
o
v
e
d
1
/
5
/
2
0
1
2
b
y
A
L
S
C
.
(a) Continuous lateral bracing equally spaced on
m
e
m
b
e
r
.
O
r
2
x
6
#
3
o
r
b
e
t
t
e
r
"
T
"
b
r
a
c
e
.
8
0
%
l
e
n
g
t
h
o
f
w
e
b
m
e
m
b
e
r
.
A
t
t
a
c
h
e
d
with 16d Box or Gun (0.135"x3.5",min.)nails@ 6"
O
C
.
{
b
)
C
o
n
t
i
n
u
o
u
s
l
a
t
e
r
a
l
b
r
a
c
i
n
g
e
q
u
a
l
l
y
s
p
a
c
e
d
o
n
m
e
m
b
e
r
.
O
r
1
x
4
#
3
S
R
B
S
P
F
-
S
o
r
b
e
t
t
e
r
"
T
"
b
r
a
c
e
.
8
0
%
l
e
n
g
t
h
o
f
w
e
b
m
e
m
b
e
r
.
A
t
t
a
c
h
e
d
w
i
t
h
8
d
B
o
x
o
r
G
u
n
(
0
.
1
1
3
"
x
2
.
5
"
,
m
i
n
.
)
n
a
i
l
s
@
6
"
O
C
.
B
o
t
t
o
m
c
h
o
r
d
c
h
e
c
k
e
d
f
o
r
1
0
.
0
0
p
s
f
n
o
n
-
c
o
n
c
u
r
r
e
n
t
l
i
v
e
l
o
a
d
.
Calculated vertical deflection is 0.45" due to live l
o
a
d
a
n
d
0
.
5
8
"
d
u
e
t
o
d
e
a
d
l
o
a
d
a
t
X
=
1
5
-
2
-
0
.
D
e
f
l
e
c
t
i
o
n
m
e
e
t
s
L
/
3
6
0
l
i
v
e
a
n
d
L
/
2
4
0
t
o
t
a
l
l
o
a
d
.
C
r
e
e
p
i
n
c
r
e
a
s
e
f
a
c
t
o
r
f
o
r
d
e
a
d
l
o
a
d
i
s
1
.
5
0
.
All wind load cases on this truss have a 1.33 dura
t
i
o
n
f
a
c
t
o
r
.
T
r
u
s
s
c
h
e
c
k
e
d
f
o
r
2
0
0
#
m
o
v
a
b
l
e
c
o
n
c
e
n
t
r
a
t
e
d
l
o
a
d
a
l
o
n
g
B
o
t
t
o
m
C
h
o
r
d
,
n
o
n
c
o
n
c
u
r
r
e
n
t
w
i
t
h
d
e
s
i
g
n
g
r
a
v
i
t
y
l
o
a
d
s
.
M
W
F
R
S
l
o
a
d
s
b
a
s
e
d
o
n
t
r
u
s
s
e
s
l
o
c
a
t
e
d
a
t
l
e
a
s
t
1
2
.
3
7
f
t
.
f
r
o
m
r
o
o
f
e
d
g
e
.
I f.--Co ~---
-
-
-
-
-
-
-
-
-
-
-
-
-
1
9
'
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
~
1
2
5
V
"
"
4
'
8
-
1
3
/
1
6
"
-
t
-
-
-
-
9
'
1
-
3
/
1
6
"
·
I
I
·
7
'
5
-
1
/
4
"
-
-
-
-
1
(
b
)
T
T
t
o
T
i
?
i
~
'
~
C
o
"
'
:
;
;
.
1
1
'
8
·
5
/
1
6
"
l
_
1
8" ~--
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
4
1
'
7
-
1
/
4
"
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
~
. w
~
r~+ -t
-
~
1
2
'
8
"
.
.
.
2
5
'
5
-
1
/
4
"
t
-
l
R=2467# U=1409# RL=3
6
5
/
-
3
3
1
#
W
=
6
"
(Rigid Surface) DESC. = A4 PLT. TYP.-WAVE ..... FLORIDA QUALITY TRUSS r~~~-~~~,~.~-~~r~-:~~=-:::~1 'I'EL: (').54) '175-.l:!Hol FAX: (954)9711-8980 JI20N,W.16rhTERitAC.E l'OMI'ANO REACH, FL 330M DESIGN CRI
T
•
F
B
C
1
0
H
V
H
Z
R
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f
T
P
I
-
2
0
0
7
F
T
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R
T
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2
0
%
(
0
%
)
1
1
(
0
)
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l
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s
1
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s
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218 NORTH
L
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T
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1
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,
A
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2
2
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INDICATED,
T
O
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PROPERLY
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N
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1
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A
(
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.
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N
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S
F
O
L
L
O
W
E
D
B
Y
(
I
)
S
H
A
L
L
B
E
P
E
R
A
N
N
E
X
A
3
O
F
T
P
I
1
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2
0
0
2
S
E
C
.
3
.
A
S
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A
L
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T
H
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S
DRAWING I
N
D
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C
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A
C
C
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P
T
A
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C
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F
P
R
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DESIGN SH
O
W
N
.
T
H
E
S
U
I
T
A
B
I
L
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A
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B
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P
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S
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B
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Y
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BUILDING D
E
S
I
G
N
E
R
.
P
E
R
A
N
S
I
I
T
P
I
1
S
E
C
.
2
.
R
=
2
4
7
6
#
U
=
1
5
0
0
#
W
=
5
-
1
/
4
"
(
R
i
g
i
d
S
u
r
f
a
c
e
)
R
E
V
.
1
2
.
0
3
.
0
1
.
0
1
0
3
.
1
1
T
C
L
L
3
0
.
0
p
s
f
T
C
D
L
1
5
.
0
p
s
f
B
C
D
L
1
0
.
0
p
s
f
B
C
L
L
O
.
O
p
s
f
T
O
T
.
L
D
.
5
5
.
0
p
s
f
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R
.
F
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C
.
1
.
2
5
S
P
A
C
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N
G
2
4
.
0
"
_
J
_
_
S
E
Q
=
6
0
0
8
1
8
S
C
A
L
E
=
0
.
1
6
6
7
0
5
-
1
6
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2
0
1
3
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M
0
/
A
L
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N
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4
1
0
7
0
4
J
O
B
#
:
1
3
H
S
1
3
8
R
T
Y
P
E
C
O
M
N
Job:(13HS138R) SOLANO-MEDITERRANEAN -LO
T
3
3
d
U
P
P
E
R
R
O
O
F
I
A
5
Top chord 2x4 SP _#2_N_12A :T1, T2 2x4 SP S
S
:
:T4 2x4 SP #1 Dense:
T
H
I
S
D
W
G
.
P
R
E
P
A
R
E
D
B
Y
T
H
E
A
L
P
I
N
E
J
O
B
D
E
S
I
G
N
E
R
P
R
O
G
R
A
M
F
R
O
M
T
R
U
S
S
M
F
R
'
S
L
A
Y
O
U
T
W
i
n
d
l
o
a
d
s
b
a
s
e
d
o
n
M
W
F
R
S
w
i
t
h
a
d
d
i
t
i
o
n
a
l
C
&
C
m
e
m
b
e
r
d
e
s
i
g
n
&
r
e
a
c
t
i
o
n
s
.
Bot chord 2x4 SP SS :81 2x4 SP #2 N 12A: :83 2x4 SP #1 Dense: - --
(
a
)
C
o
n
t
i
n
u
o
u
s
l
a
t
e
r
a
l
b
r
a
c
i
n
g
e
q
u
a
l
l
y
s
p
a
c
e
d
o
n
m
e
m
b
e
r
.
O
r
2
x
6
#
3
o
r
b
e
t
t
e
r
"
T
"
b
r
a
c
e
.
8
0
%
l
e
n
g
t
h
o
f
w
e
b
m
e
m
b
e
r
.
A
t
t
a
c
h
e
d
w
i
t
h
1
6
d
B
o
x
o
r
G
u
n
(
0
.
1
3
5
"
x
3
.
5
"
,
m
i
n
.
)
n
a
i
l
s
@
6
"
O
C
.
,
Webs 2x4 SP #3 12A :WB, W16 2x4 SP #2
N
1
2
A
:
:W172x6SPss: --
-
-
:Lt Slider 2x4 SP #3 12A: BLOCK LENGTH;
1
.
2
2
3
'
:Lt Level Return 2x4 SP _#3_12A::Rt Level Retu
r
n
2
x
4
S
P
_
#
3
_
1
2
A
:
Lumber grades designated with "12A" use design
v
a
l
u
e
s
a
p
p
r
o
v
e
d
1
/
5
/
2
0
1
2
b
y
A
L
S
C
.
( .. ) 2 plate(s) require special positioning. Refer to
s
c
a
l
e
d
p
l
a
t
e
p
l
o
t
d
e
t
a
i
l
s
f
o
r
s
p
e
c
i
a
l
p
o
s
i
t
i
o
n
i
n
g
r
e
q
u
i
r
e
m
e
n
t
s
.
170 mph wind, 24.33 ft mean hgt, ASCE 7-10, CL
O
S
E
D
b
l
d
g
,
n
o
t
l
o
c
a
t
e
d
w
i
t
h
i
n
1
3
.
0
0
f
t
f
r
o
m
r
o
o
f
e
d
g
e
,
R
I
S
K
C
A
T
I
I
,
E
X
P
C
,
wind TC DL;5.0 psf, wind BC DL;5.0 psf. GCpi(
+
f
-
)
;
0
.
1
8
Calculated horizontal deflection is 0.20" due to liv
e
l
o
a
d
a
n
d
0
.
2
6
"
d
u
e
t
o
d
e
a
d
l
o
a
d
.
(b) Continuous lateral bracing equally spaced on
m
e
m
b
e
r
.
O
r
1
x
4
#
3
S
R
B
S
P
F
-
S
o
r
b
e
t
t
e
r
"
T
"
b
r
a
c
e
.
8
0
%
l
e
n
g
t
h
o
f
w
e
b
member. Attached with 8d Box or Gun (0.113"x2.
5
"
,
m
i
n
.
)
n
a
i
l
s
@
6
"
O
C
.
(c) Continuous lateral bracing equally spaced on
m
e
m
b
e
r
.
O
r
2
x
4
#
3
o
r
b
e
t
t
e
r
"
T
"
b
r
a
c
e
.
8
0
%
l
e
n
g
t
h
o
f
w
e
b
m
e
m
b
e
r
.
A
t
t
a
c
h
e
d
with 16d Box or Gun (0.135"x3.5",min.)nails@ 6"
O
C
.
Bottom chord checked for 10.00 psf non-concurr
e
n
t
l
i
v
e
l
o
a
d
.
Calculated vertical deflection is 0.06" due to live l
o
a
d
a
n
d
1
.
0
0
"
d
u
e
t
o
d
e
a
d
l
o
a
d
a
t
X
;
1
5
-
2
-
0
.
All wind load cases on this truss have a 1.33 dura
t
i
o
n
f
a
c
t
o
r
.
1
2
D
e
f
l
e
c
t
i
o
n
m
e
e
t
s
L
/
3
6
0
l
i
v
e
a
n
d
L
/
2
4
0
t
o
t
a
l
l
o
a
d
.
C
r
e
e
p
i
n
c
r
e
a
s
e
f
a
c
t
o
r
f
o
r
d
e
a
d
l
o
a
d
i
s
1
.
5
0
.
~
T
r
u
s
s
c
h
e
c
k
e
d
f
o
r
2
0
0
#
m
o
v
a
b
l
e
c
o
n
c
e
n
t
r
a
t
e
d
l
o
a
d
a
l
o
n
g
B
o
t
t
o
m
C
h
o
r
d
,
n
o
n
c
o
n
c
u
r
r
e
n
t
w
i
t
h
d
e
s
i
g
n
g
r
a
v
i
t
y
l
o
a
d
s
.
M
W
F
R
S
l
o
a
d
s
b
a
s
e
d
o
n
t
r
u
s
s
e
s
l
o
c
a
t
e
d
a
t
l
e
a
s
t
1
2
.
1
6
f
t
.
f
r
o
m
r
o
o
f
e
d
g
e
.
5
'
4
"
-
-
+
-
9
'
1
-
3
/
1
6
"
·
I
·
<
'
;
5
'
5
-
1
/
4
"
1
7
'
~
I
·
·
I
T
5
c
:
:
:
:
:
"
"
b
>
~
~
~
)
~
F
-
.
1
:
:
:
r
:
"
"
'
~
~
J
/
L
~
>
\
1
R
,
~
4
X
8
:
1
~
~
x
4
1
'
8
~
~
-
DESC. = AS PL T. TYP.-WAVE .. .. :.~., FLORlDA QUALITY TRUSS c:~~I~==-~~~~:~:J I'LL: ('154) '17~-33114 FA X: (954) 978-8980 3120 N.W. 1.6ch TERRACE 1'01\U'ANO J.!EACH, FL J3()64
~
~
~
+
~
t
~
1
2
'
8
"
R
=
2
4
7
1
#
U
=
1
4
2
3
#
R
L
=
3
3
3
/
-
2
9
9
#
W
=
6
"
(
R
i
g
i
d
S
u
r
f
a
c
e
)
DESIGN CRI
T
•
F
B
C
1
0
H
V
H
Z
R
E
S
!
T
P
I
-
2
0
0
7
F
T
I
R
T
•
2
0
%
(
0
%
)
1
1
(
0
)
~'m~"i'
~
~
~
s
1
(
s
u
l
l
'
D
I
N
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G
'
c
o
M
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O
N
E
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T
.
i
i
P
:
F
'
e
'
i
-
Y
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'
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c
i
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M
A
r
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o
N
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:
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s
f
i
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l
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o
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i
i
.
Y
~
i
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i
.
r
r
R
u
s
s
·
P
L
A
T
E
I
N
S
T
I
T
U
T
E
.
218 NORTH
L
E
E
S
T
R
.
,
S
U
I
T
E
3
1
2
,
A
L
E
X
A
N
D
R
I
A
,
V
A
.
2
2
3
1
4
)
A
N
D
W
T
C
A
(
W
O
O
D
T
R
U
S
S
C
O
U
N
C
I
L
O
F
A
M
E
R
I
C
A
,
6
3
0
0
E
N
T
E
R
P
R
I
S
E
LN, MADIS
O
N
,
W
I
5
3
7
1
9
)
F
O
R
S
A
F
E
T
Y
P
R
A
C
T
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C
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S
P
R
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R
F
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R
M
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T
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F
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C
T
I
O
N
S
.
U
N
L
E
S
S
O
T
H
E
R
W
I
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E
INDICATED,
T
O
P
C
H
O
R
D
S
H
A
L
L
H
A
V
E
P
R
O
P
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R
L
Y
A
T
T
A
C
H
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D
S
T
R
U
C
T
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R
A
L
P
A
N
E
L
S
A
N
D
B
O
T
T
O
M
C
H
O
R
D
S
H
A
L
L
H
A
V
E
A
PROPERLY
A
T
T
A
C
H
E
D
R
I
G
I
D
C
E
I
L
I
N
G
.
"IMPORT
A
N
T
"
F
U
R
N
I
S
H
C
O
P
Y
O
F
T
H
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D
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A
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T
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A
L
P
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N
G
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N
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R
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D
P
R
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D
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C
T
S
,
INC., SHAL
L
N
O
T
B
E
R
E
S
P
O
N
S
I
B
L
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F
O
R
A
N
Y
D
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V
I
A
T
I
O
N
F
R
O
M
T
H
I
S
D
E
S
I
G
N
:
A
N
Y
F
A
I
L
U
R
E
T
O
B
U
I
L
D
T
H
E
T
R
U
S
S
I
N
CONFORM
A
N
C
E
W
I
T
H
T
P
I
:
O
R
F
A
B
R
I
C
A
T
I
N
G
,
H
A
N
D
L
I
N
G
,
S
H
I
P
P
I
N
G
,
I
N
S
T
A
L
L
I
N
G
&
B
R
A
C
I
N
G
O
F
T
R
U
S
S
E
S
.
D
E
S
I
G
N
CONFORM
S
W
I
T
H
A
P
P
L
I
C
A
B
L
E
P
R
O
V
I
S
I
O
N
S
O
F
N
O
S
(
N
A
T
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O
N
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L
D
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C
,
B
Y
A
F
&
P
A
)
A
N
D
T
P
I
.
A
L
P
I
N
E
C
O
N
N
E
C
T
O
R
PLATES AR
E
M
A
D
E
O
F
2
0
/
1
8
/
1
6
G
A
(
W
,
H
/
S
S
/
K
)
A
S
T
M
A
6
5
3
G
R
A
D
E
4
0
/
6
0
(
W
,
K
/
H
,
S
S
)
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A
L
V
.
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T
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L
.
A
P
P
L
Y
P
L
A
T
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T
O
EACH FACE
O
F
T
R
U
S
S
A
N
D
,
U
N
L
E
S
S
O
T
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C
A
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D
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I
G
N
,
P
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P
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D
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A
W
I
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S
1
6
0
A
-
Z
.
A
N
Y
INSPECTIO
N
O
F
P
L
A
T
E
S
F
O
L
L
O
W
E
D
B
Y
(
I
)
S
H
A
L
L
B
E
P
E
R
A
N
N
E
X
A
3
O
F
T
P
I
1
-
2
0
0
2
S
E
C
.
3
.
A
S
E
A
L
O
N
T
H
I
S
DRAWING I
N
D
I
C
A
T
E
S
A
C
C
E
P
T
A
N
C
E
O
F
P
R
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F
E
S
S
I
O
N
A
L
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N
E
E
R
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G
R
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P
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B
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T
Y
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L
Y
F
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U
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S
C
O
M
P
O
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Lumber grades designated with "12A" use design
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Special loads ------(Lumber Dur.Fac.=1.25/ Plate Dur.Fac.=1.25
)
TC-From 92 p~ at -1.33 to 92 p~ at 7.53
(
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TC-From 92 p~ at 7.53 to 92 plf at 13.71
B
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TC-From 92 p~ at 13.71 to 92 plf at 24.76 TC-From 92 plf at 24.76 to 92 plf at 30.36
T
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TC-From 92 plf at 30.36 to 92 plf at 39.67 TC-From 92 plf at 39.67 to 92 plf at 44.92 BC-From 20 plf at 0.00 to 20 plf at 8.92 BC-From 20 plf at 8.92 to 20 p~ at 16.92 BC-From 20 plf at 16.92 to 20 plf at 30.92 BC-From 20 plf at 30.92 to 20 p~ at 44.92 PLB-From 10 plf at -1.29 to 10 plf at -0.10 TC-89.61 lb Cone. Load at 43.02 BC-219.33 lb Cone. Load at 43.02 Left cantilever is exposed to wind (H 1) = (J) Hanger not calculated (2)2x6 SP SS supporting member. {b) Continuous lateral bracing equally spaced on
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with 16d Box or Gun (0.135"x3.5",min.)nails@ 6"
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Deflection meets L/360 live and L/240 total load.
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All wind load cases on this truss have a 1.33 dura
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Top chord 2x4 SP SS :T2, T3 2x4 SP _#2_N_12
A
:
:T5 2x4 SP #1 Dense:
1
7
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p
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2
3
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9
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=
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8
Bot chord 2x4 SP #2 N 12A :B3 2x4 SP #1 De
n
s
e
:
Webs 2x4 SP #3 -12A :W12 2x4 SP #1 Den
s
e
:
:Lt Stub Wedge 2x4 SP _#3_12A::Lt Level Retur
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2
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Top chord 2x4 SP #1 Dense :T1 2x4 SP SS: :T4, T5 2x4 SP #2 N 12A: Bot chord 2x4 SP #1 Dense :81 2x4 SP #2 N
1
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Webs 2x4 SP #3 12A :W4, W13 2x4 S-P #2
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:Lt Stub Wedge :fx4 SF> _#3_12A::Lt Level R8iur
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v
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(H 1) = (J) Hanger not calculated (2)2x6 SP SS supporting member. (a) Continuous lateral bracing equally spaced on
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Job:(13HS138R) SOLANO-MEDITERRANEAN -LOT
3
3
d
U
P
P
E
R
R
O
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F
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A
1
1
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Top chord 2x4 SP SS :T2, T3 2x4 SP #1 Dense:
N
e
g
a
t
i
v
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r
e
a
c
t
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n
(
s
)
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f
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9
1
#
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(
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b
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p
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f
t
c
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n
e
c
t
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o
n
.
Bot chord 2x4 SP #1 Dense :81 2x4 SP #2 N 1
2
A
:
Webs 2x4 SP #3 12A :W4, W12 2x4 SP #2
N
1
2
A
:
:Lt Stub Wedge iX4 SP _#3_12A::LI Level Retur
n
2
X
4
S
P
_
#
3
_
1
2
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:
1
7
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(
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=
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1
8
Lumber grades designated with "12A" use design
v
a
l
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e
s
a
p
p
r
o
v
e
d
1
/
5
/
2
0
1
2
b
y
A
L
S
C
.
Left cantilever is exposed to wind (b) Continuous lateral bracing equally spaced on
m
e
m
b
e
r
.
O
r
1
x
4
#
3
S
R
B
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P
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b
r
a
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.
8
0
%
l
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n
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t
h
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f
w
e
b
member. Attached with Sd Box or Gun (0.113"x2.
5
"
,
m
i
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.
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n
a
i
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@
6
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C
.
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(
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(
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Deflection meets L/360 live and L/240 total load.
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1---
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9
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Top chord 2x6 SP SS :T1 2x4 SP SS: Bot chord 2x4 SP #1 Dense :81 2x4 SP #2 N
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2
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:
Webs 2x4 SP #3 12A :W2 2x6 SP-ss: -:W3, W11 2x4 SP Ml5ense: :W5 2x4 SP #2 N
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:
:Lt stub Wedge 2x4 SP _#3_12A::Lt Level Retur
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v
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170 mph wind, 22.24 ft mean hgt, ASCE 7-10, CL
O
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C
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All wind load cases on this truss have a 1.33 dura
t
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Top chord 2x4 SP #1 Dense Bol chord 2x4 SP #1 Dense Webs2x4SP #2 N 12A:W1,W102x6SP
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TC-From 92 p~ at -2.06 to 92 p~ at 2.25 TC-From 46 plf at 2.25 to 46 plf at 4.63 TC-From 46 plf at 4.63 to 46 plf at 7.00
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TC-From 92 p~ at 7.00 to 92 p~ at 11.31 BC-From 20 plf at 0.00 to 20 p~ at 2.25
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PLB-From 10 plf at -2.02 to 10 p~ at -0.80 PLB-From 10 plf at 10.05 to 10 plf at 11.27 TC-320.00 lb Cone. Load at 4.47, 4.78
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Top chord 2x4 SP _#2_N_12A Bot chord 2x6 SP SS Webs 2x4 SP #3 12A :Lt Level Return 2x4 SP _#3_12A:
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Lumber grades designated with "12A" use desig
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Wind loads and reactions based on MWFRS.
1
7
0
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h
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2
1
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7
9
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8
(H1); (J) Hanger not calculated (1 )2x6 SP SS supporting member.
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Deflection meets L/360 live and L/240 total load.
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DESIGN C
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PLATES A
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1
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6
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A
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INSPECTI
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DESIGN S
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#
:
1
3
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1
3
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H
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P
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N
Job:(13HS138R) BOLAND-MEDITERRANEAN -L
O
T
3
3
d
U
P
P
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R
R
O
O
F
I
J
3
8
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Top chord 2x4 SP _#2_N_12A Bot chord 2x6 SP SS Webs 2x4 SP #3 12A :W1 2x6 SP SS: :Lt Level Return 2x4 SP _#3_12A: Lumber grades designated with "12A" use desig
n
v
a
l
u
e
s
a
p
p
r
o
v
e
d
1
/
5
/
2
0
1
2
b
y
A
L
S
C
.
170 mph wind, 22.24 ft mean hgt, ASCE 7-10, C
L
O
S
E
D
b
l
d
g
,
L
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c
a
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,
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,
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n
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=
5
.
0
psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 (H 1) = (J) Hanger not calculated (1 )2x6 SP SS supporting member. Bottom chord checked for 10.00 psf non-concurr
e
n
t
l
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v
e
l
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a
d
.
S
p
e
c
i
a
l
l
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-
-
-
-
-
-
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L
u
m
b
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D
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r
.
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a
c
.
=
1
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2
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.
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.
=
1
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.
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.
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1
5
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4
B
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.
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4
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.
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6
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1
6
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0
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9
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C
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.
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1
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3
4
1
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e
.
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.
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.
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.
1
8
W
i
n
d
l
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a
d
s
a
n
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a
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.
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p
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d
t
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w
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d
p
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s
s
u
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.
Truss checked for 200# movable concentrated l
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a
d
a
l
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n
g
B
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t
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m
C
h
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2
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/
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1
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-
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e
f
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t
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3
6
0
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.
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Lumber grades designated with "12A" use desig
n
v
a
l
u
e
s
a
p
p
r
o
v
e
d
1
/
5
/
2
0
1
2
b
y
A
L
S
C
.
Defiection meets L/360 live and L/240 total load.
C
r
e
e
p
i
n
c
r
e
a
s
e
f
a
c
t
o
r
f
o
r
d
e
a
d
l
o
a
d
i
s
1
.
5
0
.
All wind load cases on this truss have a 1.33 dur
a
t
i
o
n
f
a
c
t
o
r
.
B
o
t
t
o
m
c
h
o
r
d
c
h
e
c
k
e
d
f
o
r
1
0
.
0
0
p
s
i
n
o
n
-
c
o
n
c
u
r
r
e
n
t
l
i
v
e
l
o
a
d
.
f
)
~3X4 io ~ 111
3
X
5
(
G
1
)
R
1
2
5
[
:
:
?
"
"
T
r
u
s
s
c
h
e
c
k
e
d
f
o
r
2
0
0
#
m
o
v
a
b
l
e
c
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n
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e
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t
r
a
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e
d
l
o
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d
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l
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o
t
t
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m
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d
,
n
o
n
c
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n
t
w
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s
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g
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r
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v
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t
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l
o
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d
s
.
R
=
2
0
1
#
U
=
2
6
6
#
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A
I
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a
,
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i
o
N
~
i
l
i
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1----
1
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4
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5
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-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
1
DESC. = CJ5D PL T. TYP.-WAVE : .. .. FLORIDA QUALITY TRUSS r""":'.'"'""""~~r·n••""";:;""r'~:;:.-:~-T'"~--"~ L-----~-" ___ ....__;_ _____ i--~--_:::.:_.:..;-.; ______ J IU .: ('1.;4) '175-.1:184 F.· .... X: (954) 97K-R980 Jl20N.W. l61hTERI~ACE I'Ol\IJ'ANO BE.ACH, FL 33064
R
=
4
2
9
#
U
=
3
8
2
#
R
L
=
2
5
2
/
-
2
9
#
W
=
6
"
(
R
i
g
i
d
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f
a
c
e
)
DESIGN C
R
I
T
,
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F
B
C
1
0
H
V
H
Z
R
E
S
f
T
'
P
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-
2
0
0
7
F
T
/
R
T
•
2
0
%
(
0
%
)
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1
(
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)
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s
1
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l
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l
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s
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,
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r
R
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s
s
·
P
L
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I
N
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T
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T
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T
E
.
218 NORT
H
L
E
E
S
T
R
.
,
S
U
I
T
E
3
1
2
,
A
L
E
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A
,
V
A
.
2
2
3
1
4
)
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N
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A
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T
R
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S
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,
6
3
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0
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N
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P
R
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LN, MADIS
O
N
,
W
I
5
3
7
1
9
)
F
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A
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Y
P
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D
,
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INC., SHA
L
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PLATES A
R
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M
A
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F
2
0
/
1
8
/
1
6
G
A
(
W
,
H
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/
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)
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R
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0
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1
6
0
A
-
Z
.
A
N
Y
INSPECTI
O
N
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F
P
L
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L
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(
I
)
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A
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L
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P
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A
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3
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3
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A
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F
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R
T
H
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T
R
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C
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P
O
N
E
N
T
DESIGN S
H
O
W
N
.
T
H
E
S
U
I
T
A
B
I
L
I
T
Y
A
N
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F
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B
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B
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L
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F
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E
BUILDING
D
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S
I
G
N
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R
.
P
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R
A
N
S
I
/
T
P
I
1
S
E
C
.
2
.
R
=
2
5
1
#
U
=
3
4
#
N
A
I
L
E
D
S
E
Q
=
6
0
0
7
6
3
R
E
V
.
1
2
.
0
3
.
0
1
.
0
1
0
3
.
1
1
S
C
A
L
E
=
1
.
0
0
0
0
T
C
L
L
3
0
.
0
p
s
f
R
E
F
T
C
D
L
1
5
.
0
p
s
f
0
5
-
1
6
-
2
0
1
3
B
C
D
L
1
0
.
0
p
s
f
B
C
L
L
O
.
O
p
s
f
C
M
T
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T
.
L
D
.
5
5
.
0
p
s
f
0
/
A
L
E
N
.
D
U
R
.
F
A
C
.
1
.
2
5
J
O
B
#
:
1
3
H
S
1
3
8
H
S
P
A
C
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N
G
2
4
.
0
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T
Y
P
E
J
A
C
K
Job:(13HS138R) SOLANO-MEDITERRANEAN -L
O
T
3
3
d
U
P
P
E
R
R
O
O
F
I
C
J
3
D
T
H
I
S
D
W
G
.
P
R
E
P
A
R
E
D
B
Y
T
H
E
A
L
P
I
N
E
J
O
B
D
E
S
I
G
N
E
R
P
R
O
G
R
A
M
F
R
O
M
T
R
U
S
S
M
F
R
'
S
L
A
Y
O
U
T
Top chord 2x4 SP _#2_N_12A Bot chord 2x4 SP #2 N 12A :Lt Stub Wedge 2x4 S-P _#3_12A :Lt Level Retu
r
n
2
x
4
S
P
_
#
3
_
1
2
A
:
1
7
0
m
p
h
w
i
n
d
,
2
1
.
4
1
f
t
m
e
a
n
h
g
t
,
A
S
C
E
7
-
1
0
,
C
L
O
S
E
D
b
l
d
g
,
L
o
c
a
t
e
d
a
n
y
w
h
e
r
e
i
n
r
o
o
f
,
R
I
S
K
C
A
T
I
I
,
E
X
P
C
,
w
i
n
d
T
C
D
L
=
5
.
0
p
s
f
,
w
i
n
d
B
C
D
L
=
5
.
0
p
s
f
.
G
C
p
i
(
+
/
-
)
=
0
.
1
8
Lumber grades designated with "12A" use desig
n
v
a
l
u
e
s
a
p
p
r
o
v
e
d
1
/
5
/
2
0
1
2
b
y
A
L
S
C
.
Deflection meets L/360 live and L/240 total load.
C
r
e
e
p
i
n
c
r
e
a
s
e
f
a
c
t
o
r
f
o
r
d
e
a
d
l
o
a
d
i
s
1
.
5
0
.
W
i
n
d
l
o
a
d
s
b
a
s
e
d
o
n
M
W
F
R
S
w
i
t
h
a
d
d
i
t
i
o
n
a
l
C
&
C
m
e
m
b
e
r
d
e
s
i
g
n
&
r
e
a
c
t
i
o
n
s
.
B
o
t
t
o
m
c
h
o
r
d
c
h
e
c
k
e
d
f
o
r
1
0
.
0
0
p
s
f
n
o
n
-
c
o
n
c
u
r
r
e
n
t
l
i
v
e
l
o
a
d
.
,
;
.
.
.
,
.
,
All wind load cases on this truss have a 1.33 dur
a
t
i
o
n
f
a
c
t
o
r
.
T
r
u
s
s
c
h
e
c
k
e
d
f
o
r
2
0
0
#
m
o
v
a
b
l
e
c
o
n
c
e
n
t
r
a
t
e
d
l
o
a
d
a
l
o
n
g
B
o
t
t
o
m
C
h
o
r
d
,
n
o
n
c
o
n
c
u
r
r
e
n
t
w
i
t
h
d
e
s
i
g
n
g
r
a
v
i
t
y
l
o
a
d
s
.
~3X4 io ~ 1113
X
5
(
G
1
)
R
R
=
1
1
1
#
U
=
2
6
5
#
N
A
I
L
E
D
1
2
5
[
?
"
I
I
:
:
~
L
?
;
1----
1
'
4
"
3
'
-
-
-
-
-
-
-
-
-
i
DESC. = CJ30 PLT. TYP.-WAVE -· ~ "'-FLORIDA QUALITY TRUSS c~~~_--: .. -·r·~:·~~---·~-r~~:=.:~ :_--:~~ I"L.L: ('>S-1) 975-3384 FAX: (<J5-I) <J7S-89SO 3120N.W.l6thTERRACE 1'01\ll'ANO llt.:ACH, FL 33064
R
=
3
4
4
#
U
=
5
7
2
#
R
L
=
3
3
0
/
-
2
9
#
W
=
6
"
(
R
i
g
i
d
S
u
r
f
a
c
e
)
DESIGN C
R
I
T
•
F
B
C
1
0
H
V
H
Z
R
E
S
/
T
P
I
-
2
0
0
7
F
T
/
R
T
•
2
0
%
(
0
%
)
/
1
(
0
)
R
=
2
2
7
#
U
=
3
0
#
N
A
I
L
E
D
~1Y.1~
~
~
~
~
s
1
(
s
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i
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c
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i
.
l
-
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s
A
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F
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r
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8
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v
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.
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r
r
i
u
s
s
·
P
L
A
T
E
I
N
S
T
I
T
U
T
E
.
218 NORT
H
L
E
E
S
T
R
.
,
S
U
I
T
E
3
1
2
,
A
L
E
X
A
N
D
R
I
A
,
V
A
.
2
2
3
1
4
)
A
N
D
W
T
C
A
(
W
O
O
D
T
R
U
S
S
C
O
U
N
C
I
L
O
F
A
M
E
R
I
C
A
,
6
3
0
0
E
N
T
E
R
P
R
I
S
E
LN. MADIS
O
N
,
W
I
5
3
7
1
9
)
F
O
R
S
A
F
E
T
Y
P
R
A
C
T
I
C
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.
Lumber grades designated with "12A" use desig
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All wind load cases on this truss have a 1.33 dur
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Top chord 2x4 SP SS Bot chord 2x4 SP #2 N 12A :Lt Stub Wedge 2x4 S-P _#3_ 12A :Lt Level Retu
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Lumber grades designated with "12A" use desig
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The following trusses need concentrated loads at
t
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c
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side requires 46 lbs and the 3-0-0 span/setback
m
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c
a
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.
Hipjack supports 5-0-0 setback jacks with 0-4-0
c
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Truss checked for 200# movable concentrated l
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DESC. = HJ5D PLT. TYP.-WAVE ·-_ ' FLORIDA QUALITY TRUSS [~~.-~~=~=~~~~L~.~==-=-~;,.1 IU .: ('15-4) 975-JJ84 FA X: (954) 978-8980 JJ2ll:-;.w.l6thTJ£RitACL 1'01\ll'ANO IlEAC!!, FL J.JOM
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DESIGN CR
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