09-305-002i
0
M
EX15TING
EXISTING GROUND FLOOR PLAN
TO BE
FXISTINC,
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1/4 =1 -0
N
NEW BARBER SHOP:
WORK CLASSIFICATION: INTERIOR LEGALIZATION
OCCUPANCY CLASSIFICATION: GROUP B / BUSINESS
(Chapter 3) FBC 2007
GROSS AREA: 1,177.29s.t
OCCUPANCY LOAD: 1,177.29s.f /100s.f=12 PERSONS ISCOPE OF WWORKI
FBC 2007 Chapter10, Table (1004.1.1) —
R THE PROPOSED SCOPE OF WORK CONSIST OF:
GET PERMITS FOR NEW BARBER SHOP.
LEGAL DESCRIPTION WORKS TO BE PERFORMED:
LOT 9, LESS THE NORTHWESTERLY 16.00 feet IN BLOCK 1 a -) FLOOR PLAN WORKS: PLAN TO REMAIN
OF; "LARKING PINES" ACCORDING TO THE PLAT THEREOF b -) ELECTRICAL WORKS: NEW RECEPTACLES,NEW
AS RECORDED IN PLAT BOOK 24 AT PAGE 20 OF THE CONNECTORS FOR TV -AND
PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. NEW INSTANT WATER HEATER
AND c-) MECHANICAL WORKS: PLAN TO REMAIN (ADD TWO
LOT 9 -A OF THE "REVISED PLAT OF LARKIN PINES" NEW EXHAUST FAN AND FRESH AIR
ACORDING TO THE PLAT THEREOF AS RECORDED
IN PLAT BOOK 53 AT PAGE 41 OF THE PUBLIC TO AHU CLOSET
RECORDS OF MIAMI -DADE COUNTY, FLORIDA. d -) PLUMBING WORKS: AND NEW INSTANT WATER HEATER
WALL LEGEND:
INDICATES EXISTING RESIDENCE
I INDICATES EXISTING 8 "x8 "x16"
0D MASONRY UNITS.
INDICATES EXISTING PARTITION
THE CONSTRUCTION DOCUMENTS HAVE BEEN
PREPARED IN COMPLIANCE WITH FLORIDA BUILDING
CODE, 2007 EDITION
DOOR 4 WINDOW SCHEDULE (EXISTING TO
REMAIN)
No.
W
N
TYPE
MAT.
FRAME
REMARKS
I
3' -0"
&' -8'
SUWs
R 11I0.4 CLASS
LLD.
2
V -0'
6' -8'
SUJIAICs
K MTL
ALUM.
A
3' -4'
3' -9'
FIXED
CLASS
ALUM.
o
B
1 1"
1 6' -8■
I FlXED
CLASS
ALUM.
,' ,°
INTERIOR FINISHED
(AS PER F.B.C. TABLE 803.5)- UNSPRINKLERED
(AS PER N.F.P.A. TABLE A.10.2.2)
1.- ROOMS AND ENCLOSED SPACES: CLASS "C"
2.- EXIT ACCESS CORRIDORS AND OTHER
EXITWAYS: CLASS "B"
CLASS "A ": FLAME SPREAD INDEX 0 -25
SMOKE- DEVELOPED INDEX 0-450
CLASS "B ": FLAME SPREAD INDEX 26 -75
SMOKE - DEVELOPED INDEX 0-450
CLASS "C ": FLAME SPREAD INDEX 76 -200
SMOKE- DEVELOPED INDEX 0-450
GENERAL NOTES:
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND ANGLES
AND ALL OTHER EXISTING CONDITIONS PRIOR TO COMMENCING ANY WORK.
CONTRACTOR TO ALSO VERIFY AND APPROVE ALL INFORMATION ON DRAWINGS.
ACCEPTANCE OF THESE PLANS CONSTITUTES APPROVAL, PLEASE NOTIFY
ENGINEER BY CERTIFIED MAIL OF ANY CONFLICTS OR DISCREPANCIES, IF ANY.
2. CONTRACTOR SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR
ALL TEMPORARY BRACING AND SHORING REQUIRED TO MAINTAIN PLUMBNESS
AND STABILITY OF ALL STRUCTURAL ELEMENTS DURING CONSTRUCTION.
3. THE CONTRACTOR SHALL OBTAIN FROM ALL SUBCONTRACTORS THE
FINAL APPROVED SITE AND LOCATION OF ALL OPENINGS TO BE
PROVIDED FOR RESPECTIVE TRADES. HE SHALL BE
RESPONSIBLE FOR
LOCATION AND DETAILS.
4. ALL CONCRETE FOR FOUNDATIONS 8A SLABS ON GRADE SHALL
REACH 2500 P.S.I. COMPRESSIVE STRENGTH AT 28 DAYS, AND ALL
COLUMNS, GROUTED CELLS, SLABS ABOVE GRADE AND TIE BEAMS SHALL
REACH 3000 P.S.I. COMPRESSIVE STRENGTH MINIMUM AT 28 DAYS
UNLESS OTHERWISE NOTED.
5. CONTRACTORIOWNER SHALL BE RESPONSIBLE FOR VERIFYING REQUIRED
GRADE $ FINISHED FLOOR ELEVATIONS WITH RESPECT TO DADE COUNTY
LIFE SAFETY PLAN
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#1 REV-04 /28/09
FIRE COMENTS
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::: 04/01 /09
Project # 0940
------------------------ fLORDA EAST COAST - -- - - - - - -- - - --
kTSITE PLAN sheet
, q=v SCALE: 1'= 20' A�l
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