05-158-0120 0 oovu. vow
600 v v
Ild 0 v clog" 40 0 4vo 0 0 •
v V v
41 'w v
2
•:U�wv
S 4
:106wo v 'www- v UVu V VVVV
201-811
32'-0"
131-011
NET UPLIFT=L-T i<
-------
-- - - - - - - - - - - - -
57
GRAVIT'I'm2Z K
TS +20 -0!1)
T5 '+20'-0 1)
FROV, 1-DTC- 4 I-T-424
NET UPLIFT=4.0 <
U L T
USP CONNECTOR
T 4 K
GRAVIT'T=4.a K
V Y
AT EACH TRU55. SEE
T T IB
v ST
PROV. STEEL f3RAC
EEL L e
TRUSS 6CHED. THIS 5HT.
7 4
SEE DETAIL THIS 5 ET.
5 -T
b
ROOF
BELOW
;;,
/rET
_OOF
ROOF
BEL
NET UPL IFT m 2 3 K
L I
6RAVITY=23 <
PROV. STEEL BRAC<ET - 15
1 -- -- - ---
-L
------- ---i
NET UPL 7=5�6, K
L I L
SEE DETAIL THIS SHEET,
7\7 ..
-T7 .7
GFRZ14V Y =7.7 K
V Y
�CKETF-15
PRO � STEEL BRACKET-15
6 L 5f:RA
GIRDER
TRUSS
GT-3 (2-PLY
5f5f� DETAIL THIS 5�-IEET.
........
51-01
07 7`7
7�4
WOOD TRUSSES
241, O.C. (TYP')
rL
C14
!::
\v
-1
C'4
I 1
------ - ---
0
'*.
IV
1-- i
-1
(1)
6
LL---
-------
... .......
(4
(L 0
Ca
TRUSS T-2
U]
T5 +20'-0')
T5 (4201-011)
711
(P
G IRDER TRUSS GT -�a (3 IFI+'T')
(�4
ROOF
BELOU)
5-2 (+20'-il
- -
T5
20'-01
T"S 7-1
T.
NET UPLIF-Tal.3 K
GRAV17'r'=13 <
NET Uf-LIFTz1.-t K
. .
.. .. ........ __--_.._ _ (I___.__
l'
ElT 5 G;T-�
i I�
CIA
PROV. DTC USP CONNECTOR Gf;?.4VIT'rz1,2 <
AT EACH TRUSS.
PROV_ THU24 USP CONNECT-
t
fRDE (2-PLY)
SEE DETAIL THIS SHEET.
AT EACH T-2 TRUSSES.
I T5
l,20'-O"
SEE $CHED, THIS SHEET.
-T
N
ROOF -
I
5EL OW
------ ---
NET UPLIFTI::6.6 K
NET UPLIFTmI.4 K
GRAVITYm92 <
GRAVITYmI.1 K
PROV, STEEL BRACKET -IA
PROV.
STEEL 5RACKET-15
SEE DETAIL TH15 SHEET.
SEE
DETAIL THIS SHEET,
I
75 40'-;Z 1)
--- -
-- ----- --- - ----
- ----
111-011
11-4111
8'- 4 11
l'-41I
5'4"
--4"
131-8ll
-4"
201-8ll
121-411
111-011
....... .. . .. . . . ..........
NOTE,
PROVIDE 2 % TIE DOWNS UNDER
BIRDER TRU55E5 U)/ UPLIFT BETWEEN
3.0 < TO 5.0 < i TIE COLUTIN5
UNDER GIRDER TRUSSES Uj/
UPLIFT OVER 5.0 K. (TYPICAL)
A6 COr'IFONEN7
N
HIGH ROOF FRAMING PLAN
LOADS ROOF
DEAD LOAD
36
LIVE L-0.40
30
UJIND LOAD
OPEN
81-5
ENCLOSED
NET UPLIFT
OPEN
-11B
ENCLOSED
40AS,
NET UPLIFT =I.(o K
PROV. STEEL BRACKET-1B
SEE DETAIL THIS SHEET.
NET UPLIF-rml.ro <
GfRAVITY=1.5 <
PROV. PSU40 USP CONN.
SEE TRUSS SCHED- THIS SHT
NET UFLtr--rml.'B <
GfRAVITYm2.0 <
PROV. STEEL BRACKET -IC
SEE DETAIL THIS SHEET -
NET UPLtFT-5-& K
GR4VITY;:7.-1 K
PROV. P5U40 U5f=' CONN.
eF-E TRUSS SCHEID- 7H15 eHT.
T,I=-r I]=] ir--r = 0 eA e
GRAVIT'f'=12.0 K
PROV- STEEL BRACKET -IA 4 I-NVPT,416
SEE DETAIL 4 5CHED. THIS SHEET.
NET UPLIF:T=1.3 <
GRAVITY= 1.3 K
PROV, DTC USfm CONNECTOR,
AT EACH TRUSS.
SEE DETAIL THIS SHEET.
NET UPLIFT--2.0 K
GR4VI TT= 1-8 <
PROV. STEEL BRACKET-15
SEE DETAIL T4415 5HEET,
PRODUCT
CODE
FASTENERS
DESIGN LOADS ()
UPLIFT
PERPENDICULAR
TO WALL
. PARALELL TOIbsWALL
THRU SEAT PL.
T .. STRAP
THRU
TOWARD
STRAP
AWAY FROM
STRAP
DTC
4-10dx1-1/2",19-10dx1-1/2"
1410
1200
680(2)
800(1)
Dade County Approval No. 01-0724.06
DTC USP CONNECTOR
TOP
CONC. BE
ZL
TIE SEAM
CL)f:P,NEf;R
TRUSS CONNECTORS SCHEDULr::*",,,
U.S.F.
Stock No
1
-STEEL
GAUGE
FASTENER SCHECOLE
ALLOWABLE LOADS (Lbw}
1-
RK
MEMAS-CODES
SEAT PLATE
TRUSS/RAFTER
F1
F2
UPLF-T DF-L
1337 wx
DTC14
4-106x1'12
(S) 106
680
1200
1410
1410
DC-01-012406
TA24
14
(11) 106XII/2
255
34Ea
12-10
120
DC-01-01312.05
HSU40
7
S- 3/4"# T. BOLTS
2- 3/4"# T. BOLTS
6250
6250
DC-00-1218.03
TUH25
I(b
(22) leod
(10)1(06
11506
11305
DC-02-1(028.02
NVHTA16
14
6-106XI112
(16)106
Irol-I
I543
2133
2133
DC-03-0224-10
EHUH 28-2N
14
(32) 1-IN20,4
(14) HN20A
2'1e0
27SO
DC-00-0022.01
U0
STL. BRACKET No 1
SCALE:
SCHEDULE
MARK
DESCRIPTION
i
MARK
DESCRIPTION
ANGLE 3"x3"x1,/4" LIJ/ 12" EXTENDED
5's"O DIAt-I. 4-41LTI <UJI< BOLT II
I
LEG (FS 36 k61) SEE DUr-z.
(CARBON 5TL.) 2 REa'D.
STEEL PLATE e-1/4"x4;Ix'/4I1
PREFABRICATED TWO OR
2
(F�=3ro ksl)
THREE PLAT' TRUSSES.
STEEL PLATE 111/4"x4"0411
1"IiN- N5" EXT. GRADE PLYWOOD
(Fsg36 k5l)
SEE PLAN FOR NAILING REa'tIT5.
ONE (1) 54'�# BOLT THRU BOLT
t-IIN. 8"x12" CONC- TIE 5E,41'1
FOR TWO PLY TRUSS.
(fr-'--3,000
ONE (1) D IAIl. THRU BOLT
S
GONG. "45ONRY BLOCK.
FOR THREE FLY TRUSS.
WIF
CORNER TWO PLY
ALTERNATE GIRDER
MAX. UPLIFT=7.2 K MAX. UPL1FT=5.8 K
B
4''2
THREE PLY
GIRDER
MAX. UPLIFT=7.2 K
040,
C
L4 L
D
8
O
r*
O
LO
0
co
to
0
co
W5
LL
0
•
o
0
t-
w
J
9
d
r,
v-
00
F-
z
>
0
LL al
Z
Lil <
w LU
C)
w
7
DATE
JAN 2-1� 20055
REVISIONS
COMMISSION NUMIIER
DRAWING NUMBER
Q343
OF 6