Main Street 321 FLOORS-
LIVE LOAD= 40psf
DEAD LOAD= 15psf
(CARPET or WOOD)
DEAD LOAD= 20psf
(TILE)
DEFLECTION CRITERIA:
CARPET or WOOD= U480 LL
L/240 DL
TILE= L/600 LL
U360 DL
1
ROOF (TRUSS)-
LIVE LOAD= TC 20psf
BC 10psf
DURATION FACTOR: 1.25
DEAD LOAD= TC 7psf
r BC 5psf
1 �S
ROOF (CONN.FRAME)- � U
RAFTER LOAD= 20psf LL
10psf DL
DURATION FACTOR: 1.25
CEILING LOAD= 20psf LL
10psf DL
HANGER AT EXISTING _
TIE BEAM ( TYP. of 2) BUILDING CODE:2001 FLORIDA BUILDING CODE C)
WIND DESIGN METHOD'ASCE 7-98 —j
BASIC WIND SPEED: 120 mph
�- EZIaJINCa 51ERUCTURE
BUILDING CATEGORY:II
I
IIII WIND IMPORTANCE FACTOR: 1.00
WIND EXPOSURE:B
- - - DESIGN FOR OPEN STRUCTURE
II II �
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lull
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x II II x
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51DEWALK 'N II II NQ
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II II •
16" x 16" CMU COLUMN
NEW 48" x 48" x 12" FTG. II II w/ (4) "5's VERTICAL
w/ (6) "5'S EACH WAY II (I AND 03 TIES at 12"oc.
TYP. of 2) ( SEE DETAILS OF P05T
II (I CONNECTION TO BEAMS)
. EMBEDDED PLATES
3(0" CANTILEVER- II 2) 55T- A35 CLIP II
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FOUNDATION PFEAM INCA PLAN
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\ ROOF AS REQUIRED
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FRE-ENG. TRUSS ROOF
3)�" x 16" PSL. BEAM
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411
4�� 4" x 6" x -/e" ANGLE
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NOTE: NOT DIP GALVANIZE fi
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AFTER FABRICATION CITY GF ATLANTIC 6EACH LL.- SHEET:
BUILDING OFFICE �' phr"
ROOF F1�AMING Pl�l DETAILS OF TYPICAL CeOLU'�N J-1 if e` �
TO IBEAM CONNECTIONS
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