07-1416-0202' -0" 6 EQUAL SPACES = 10' -8" 6 EQUAL SPACES = 10' -8" 2' -0"
C-' MT O Q MT N SEE NOTE 4 FOR
TIE BEAM (TYP,
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ROOF FRAMING PLAN
SCALE: 1/4" = V -0"
NOTES:
1, ROOF SHEATHING SHALL BE PRESSURE - TREATED 19/32" APA RATED 40/20
EXPOSURE 1 PLYWOOD ERECTED WITH FACE GRAIN PERPENDICULAR TO
SUPPORTS AND A MINIMUM 2 SPAN CONTINUOUS CONDITION. FASTEN
SHEATHING TO SUPPORTS (TRUSSES) WITH 8d RING SHANK NAILS 0 6 "ox.
AT PANEL EDGES & INTERMEDIATE SUPPORTS.
2. "OT" DENOTES OVERFRAME TRUSS.
"ST" DENOTES STANDARD TRUSS.
"GT" DENOTES GIRDER TRUSS (2 PLY MIN).
"MT" DENOTES MONOTRUSS.
"CJ" DENOTES CORNER JACK.
3. OVERFRAME TRUSSES SHALL BE DESIGNED WITH A WIDTH OF 3 1/2" TYPICAL
4. 8 "02" TIE BEAM W/ (2) #5 T &B. #308" STIRRUPS CAPS ALL EXTERIOR
MASONRY UNLESS OTHERWISE NOTED (SEE 1/S -5).
5. FOR TYPICAL DETAILS AND SECTIONS SEE S -04.
6. SEE ARCH, DRAWINGS FOR ROOF SLOPES & ELEVATIONS.
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TRUSS MFR.
BY _ cal" �"l �CINN
(TYP O CORNER,.------,j �(;L'f% �@ -yYj� �,iQA- '
MONOTRUSSES)
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28�5 _-Sev1^1Ia-AVe _n ue
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A Av29-$2,
Architecture
Interior Design
Planning
Construction Mgt.
Joseph Greenberg
N.C.A.RoB.
AR #5953
Registered Architect:
Florida N. Carolina
Georgia S. Carolina
(305) 446 -4354
FAX: 444 -0181
project name
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revision
drawn by
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checked by
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sheet title
ROOF PLAN
sheet number
S -3
STRUCTURAL ENGINEER
nE�5M1 F_ CUE�NCA
I'120��5510NAL �NGINE�12
2223,!, � 3N AVr, 499
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ROOF TRUSS CONNECTION
SCHEDULE
REACTION
MARK
REQUIRED CONNECTOR
DOWNWARD
UPWARD
O1
1269
LB
1020 LB
SIMPSON
LTA1 W/(12) 10dx%" NAILS TO TRUSS
SIMPSON
FGTR W/(18) SDS 4 %3" SCREWS TO
2O
4978
LB
4137 LB
TRUSS &
W/(2) Vx5" TITEN HD TO WALL PLUS
SIMPSON
LTA1 W/(12) 10dx1h" NAILS TO TRUSS
3O
827
LB
730 LB
SIMPSON
LTA1 W/(12) 10dX1Y2" NAILS TO TRUSS
4
1932
LB
1617 LB
SIMPSON
DOUBLE HETA (1 EA. SIDE OF 2 PLY
TRUSS) W/(12) 10dX%" NAILS TO EACH TRUSS
9 "u1n,
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Arc -h itect, _T n.�c.
28�5 _-Sev1^1Ia-AVe _n ue
Coral - Gables, F1_,
A Av29-$2,
Architecture
Interior Design
Planning
Construction Mgt.
Joseph Greenberg
N.C.A.RoB.
AR #5953
Registered Architect:
Florida N. Carolina
Georgia S. Carolina
(305) 446 -4354
FAX: 444 -0181
project name
w
U
Z
w z
1-40
w�
D
ce
>=
D Q
m
J
Q
�U_
C E
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project number I
date
JUNE 15, 2007
revision
drawn by
SP
checked by
DC
sheet title
ROOF PLAN
sheet number
S -3
STRUCTURAL ENGINEER
nE�5M1 F_ CUE�NCA
I'120��5510NAL �NGINE�12
2223,!, � 3N AVr, 499
STf,TE bF;
0