HomeMy WebLinkAbout0506-1220 CONSTRUCTION PLAN100' 4"
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25'
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STE NE N E 4' 1011 14' 4" ABASE _.-
NGLE
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A THIS BAY A
-
14' X 10 OR D004
j NOTE• SEE FLOOR PLAN '
SH �N 2 FOR LOCATION OF
7' X 30' GREASE PIT IN
j THIS BAY.
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3' Z 1/2" 3070
STEEL ANGLE, THIS WALL 0 L
!LINE OF STEEL
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3 7/8 ..
TYPE (B)
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11 ;(e 5' 0" O.C. MAX.)
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TYPES B a C COLS.
THIS END WALL ONLY
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ANCHOR BOLT AND FOUNDATION
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- ANCHOR BOLTS W/ 1 1/2" PROJ.
CONCEALED FASTENERS ORA-RACHMENTS I/2"x?w LG. ANCHOR BOLTS
AR CONTRACTOR OF RECORD HE W/ I I/2" PROJ
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3070 SWING DOORS
1/2" 0 X 6" LG
ANCHOR BOLTS W/ 1 1/2" PROJ.
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I' 915/8 l/
ST. LUCIE COUNTY
PLAN REVIEW
BLDG:
DATE:
:
DATE
DATE:
PLUMBDATE:
MECH:
DATE:
3/4" 0 X 1' 6" LG. ANCHOR BOLTS
*5 ROD X 20' LG.
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—TREATED SOIL
2 *5 RODS CONT.
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2"
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211
14'
14'0" X 16'0" O.H. DOORS------_-----_
SCANNED
0Y
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THESE PLANS HAVE BEEN REVIEWED
IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE,
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLYWITH ALLAPPLICABLE CQDES�
5/8" 0 X 113" LG A.B.
2 *5 RODS
CONT.
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SECTION 8
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' 100 4
2 4'
A GLESE
A THIS SAY1
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NOTE • SEE FLOOR PLAN
SH A 2 FOR LOCATION OF
j 7' X 30' GREASE PIT IN
iTHIS BAY.
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;LINE OF STEEL
21 /4"
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31/2"
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TYPE (B
25'
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'STEEL. ANGLE, THIS WALL(NLY
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W 41
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,
' 3'21/2" 217" oc
ANCHOR BOLT AND FOUNDATION
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-TREATED SOIL
2 #5 RODS CONT.
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THOSE PLANS HAVE BEEN R
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WILDING CODE,
7" LG. ANCHOR BOLTS
W/1 1/2" PROJ
1
3070 SWING DOORS
1/2" 0 X 6" LG
ANCHOR BOLTS W/ 11/2" PROJ.
1' 5/811915/8"
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THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
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MAYBE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES,
2`6"' SQUARE
SECT . 'A'
{ 2` 14'
Ila 4
' 3 7/8"
C' 1 1/4"
2t1
14'0" X 16'0" _ O.H. DOORS.
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5/8" 0 X 1' 3" LG A.B.
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THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT:
MAY BE NECESSARY IN ORDER TO'
COMPLY WITH ALL APPLICABLE CODES
DOUBLE SINK
TIE DRAIN
TO REST I
OFFICE NO.2
FILECOPY
3070
OFFICE NO. I
ELECT. OUTLETS
UPSTAIRS `ONLY
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20' E.H.
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FLOADA
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THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
x MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES; .
CONCEALED FASTENERS OR ATTACHMENTS
ARECONTRACTOR OF RECORDHE
CROSS SECTION @ _FRAME
1/4" g 1'
0
DEAD LOAD LIVE__ LOAD
9.5
2' 9.32 17.03 17.03
HE
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HE
HA"
6RA VRE
DEAD LOAD WIND LOAD
HA HE RA RE__
16.07. 96 14i, 7 7
A & S 60' x 100' x 20' E.H.
MULLINS, INC.
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OPEN BAY
1'6" ROOF EXTENSION • FRONT ONLY
20' E.H.
.I 1
OPEN BAY
1'6" ROOF EXTENSION • FRONT ONLY
20' E.H.
.I 1
i
THESE PLANS HAVE BEEN REVIEWED
ACCORDANCE WITH THE FLORIM
BUILDING CODE,
CO clEASHEPEP NSB MDFTNENTS
pRE CZOR Op RECORD
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS J
mrl n 1►I000PTnOt THAT
LEFT SIDE VIEW
FILE COPY
OPEN END VIEW
20'E.H.