13-474R-003A—A
TIE BEAM DROP AT DOOR
& WINDOW OP GS.
SCALE -Y4'=1'—O"
lut,
AT BOTTOM 8-
4-
4" 114: k
Cli r
+4+
+ +
+
��w "A a rm Is ag
MNDOW OPEN' G D E,T �",j�71.11ACTORE NLIVUE
SCALE 3/ " -1' -0"
1&M'nf1Ai crAl& an c. o, Q, F r T1 n W A-A
PIGGY BACK DETAIL
SCALE 3/4"=V-0"
6TRUCTURAL NOTES-
C..
SHEATIiNG 0. 1 - % W
DR32SI'M 24-
3
3
3
3
2
1
2
2
1
2
':3
Loads on Components and Cladding for Building w/Ht<= 60ft.
PIGGYBACK ROOF FRAMING
4
1 3
1
1
fo
1A
"ITY OF SOUTH
BUILDING DE PT.
STRUCTUPL SECTION
NOTE:
BRACING FOR THE SYSTEM IS DESIGNED AND BOTH
POSITIVE AND NEGATIVE PRESSURE AND MEETS THE
REQUIREMENTS OF CHAPTER 23 FLORIDA BUILDING CODE
2906.17
A
I
A
-111K L
5'-1 E 2)i:l
sae
Co
O%9K 45*
Detailed Wind Load design (Method 2) per ASCE 7-05
2Figure 6-11— External Pressure Coeficients, GCp
Loads on Components and Cladding for Building w/Ht<= 60ft.
PIGGYBACK ROOF FRAMING
4
fo
SCALE Y4"=1'-O"
tai a
s.
12