09-305-001=I
0
r)
FVIciTINC.
EXISTING GROUND FLOOR PLAN
FVnTIMr,
LIFE SAFETY PLAN
1/4 In 4— �
7 71
1/4 =1 —0
15 -0 1/2"
N
I
Co
NEW BARBER SHOP AT EXISTING BUILDING
OCCUPANCY CLASSIFICATION: GROUP B / BUSINESS
(Chapter 3) FBC 2007
GROSS AREA: 1,177.29s.f.
OCCUPANCY LOAD: 1,177.29s.f./100s.f. =12 PERSONS
FBC 2007 Chapter 10, Table (1004.1.1)
LEGAL DESCRIPTION
LOT 9, LESS THE NORTHWESTERLY 16.00 feet IN BLOCK 1
OF; "LARKING PINES" ACCORDING TO THE PLAT THEREOF
AS RECORDED IN PLAT BOOK 24 AT PAGE 20 OF THE
PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA.
AND
LOT 9-A OF THE "REVISED PLAT OF LARKIN PINES" .
ACORDING TO THE PLAT THEREOF AS RECORDED
IN PLAT BOOK 53 AT PAGE 41 OF THE PUBLIC
RECORDS OF MIAMI -DADE COUNTY, FLORIDA.
WALL LEGEND:
INDICATES EXISTING RESIDENCE
INDICATES EXISTING 8 "x8 "x16"
MASONRY UNITS.
(- --I INDICATES EXISTING PARTITION
HE CONSTRUCTION DOCUMENTS HAVE BEEN
REPAIRED IN COMPLIANCE WITH FLORIDA BUILDINI
:ODE, 2007 EDITION
DOOR & WINDOW SCHEDULE (EXISTING TO REMAIN)
No.
I W
H
TYPE
MAT.
FRAME
IREMARKS
0
F ES. # 6136
6' —B"
SWING
H. WD.& CLASS
WD.
r°q
2
3' -0"
6' -8"
SWING
H. MTL
ALUM.
1177.30'
A
S -4"
3' -9"
FIXED
CLASS
ALUM.
AT EXISTING BUILDING
B
7"
6' —g"
FIXED
CLASS
ALUM.
EX15TI NG
I I r- r- C-' A F— F— T v n I A N1
*As per Table A.7.6 NFPA 101 Life Safety Code
F.A.C. 4.16.4
19' 47" min_
ELEVATION 1
SCOPE OF WORK
THE PROPOSED SCOPE OF WORK CONSIST OF:
WORKS TO BE PERFORMED:
a -) FLOOR PLAN WORKS: PLAN TO REMAIN
b-) ELECTRICAL WORKS: NEW RECEPTACLES,NEW
CONNECTORS FOR TV.AND
NEW INSTANT WATER HEATER
c -} MECHANICAL WORKS: PLAN TO REMAIN (ADD TWO
NEW EXHAUST FAN AND FRESH AIR
TO AHU CLOSET
d -) PLUMBING WORKS: NEW INSTANT WATER HEATER
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 & 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. CONTRACTOR/OWNER SHALL BE RESPONSIBLE FOR VERIFYING REQUIRED
GRADE 8 FINISHED FLOOR ELEVATIONS WITH RESPECT TO DADE COUNTY
FLOOD CRITERIA, EXISTING CROWN OF ROAD ELEVATIONS, FEDERAL
FLOOD CRITERIA OR ANY OTHER GOVERNING BODY.
6. OWNER AND CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING, BY
CERTIFIED MAIL UPON COMMENCEMENT PROJECT.
i
PLEASE NOTE - IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO FIELD VERIFY ALL JOB CONDITIONS AND DIMENSIONS.
TYPICAL A.D.A.
BATHROOM WALL ELEVATIONS
(EXISTING)
SCALE: N.T.S.
EXISTING 3/4'- WATE
SEkv —l— INE ELECT. sERVICE LINE
� r
1.26 1.40'
7 50' Wft W/F 50'
'•� s 8a" 2s' oo °w 50.00'
I H =6' ' 7150.
-M NG
TANK
AL Original Late Line
z A C Slab
!N
X
ao 3 w
�' ELECT. 1 30.05'
R y
Enc. 0.08' rn
Bldg.
EXISTING
°— o Q, Tie
�o
in H
45.08'
A.
N
I
ONE STORY CBS 15.03'
0
F ES. # 6136
J
r°q
Foot Print
W
1177.30'
NEW BARBER SHOP
o
CD
W
�
sa FL
AT EXISTING BUILDING
o_° 3s.t'
M
.
M
(1,17729 s.gft)
�
°— o Q, Tie
�o
in H
45.08'
A.
N
— Existing Conc. Slab PARKING
0.60' Di .
tip. 0
0.90;
0.00 S
0.93'
Bldg.
Tie
0.99'
Bldg.
Tie
A"
� o
1.23' Bldg. Gr.
Enc. 0 45.10'
io 21' Bldy. .
1 i
PMWG SPACE A C I in -
Asphalt in
Parking
.W•
a
PAMCMG SP 1¢ ° Asphalt
Parking
o• .
15 -6" Lot !ize
5075
Sq. Ft.
PAMMG SPACE IF
28' -1"
0.60' .0 " Ate:' �0" o V 4 F«ma
DiaL
--0 l9 0 a. 0 � Mail
B NEW 10 COCOPLUM $ 80" 28' Oa °W 50.00'
SHR 24" AND 2NEW 5' Sdwik'''.,
2FT N CENTER S LTARE CLUSTER
HANDICAP SIGN
9CAIE N.T.S.
2040' 30.15' 9.10'
LP EXISTING DRIVEWAY APPROACH o
�o
6.5' P way
14.0' 35.70' 3.6
•'..::- '1.90 Conc.
Curb do Gutter
.'.'.'.'............... ,.':.'.'.':.':.'.'.'.','....'.
Orgnai Lote Line .:...... ...... . .. o...... .
...... ......... ......................
.................. .... ........................... ............................. ............,...........,......
o; ::....; ::........
NORTHEAST BOUND LANES... :' :' :`.:' :: :' : ° :.' :.'.' ::
ell
. .. 30.17 Asphalt Pavement:::'::'::::':'.'::':'::':: ' :"::: : :': :' ::' :::....:.......:
............................
• 1.4' Cone Curb do Gutter.............:: •' ..'::..'.'..'...: :': .
1.4' Conc. Curb do Gutter
SOUTH DIXIE HIG3H WAY - US. #1.____
State Road., - -.'
:.. _ o :' :':: :' :' :' :'
.. p ..
::.SOUTHWEST BOUND LANES':.`:::::.':::::.':: :.'.'. .`.`.::.`.`.`..'.'.'.'.'.`.`;::
.............................
...`..':::.':: :.`:.32.30' Asphalt Pavement .. :..'.`:..... ;.:::.' ::: ;:: - . ; ..... ;:::: :..:.:... ... . ;:: ; ;.::
'2-0' Conc. Curb do Gutter ,
............
............ ...............................
EXISTING SITE PLAN
SCALE: 1'= 20'
• • •••
t • •
I
LU
J
— Existing Conc. Slab PARKING
0.60' Di .
tip. 0
0.90;
0.00 S
0.93'
Bldg.
Tie
0.99'
Bldg.
Tie
A"
� o
1.23' Bldg. Gr.
Enc. 0 45.10'
io 21' Bldy. .
1 i
PMWG SPACE A C I in -
Asphalt in
Parking
.W•
a
PAMCMG SP 1¢ ° Asphalt
Parking
o• .
15 -6" Lot !ize
5075
Sq. Ft.
PAMMG SPACE IF
28' -1"
0.60' .0 " Ate:' �0" o V 4 F«ma
DiaL
--0 l9 0 a. 0 � Mail
B NEW 10 COCOPLUM $ 80" 28' Oa °W 50.00'
SHR 24" AND 2NEW 5' Sdwik'''.,
2FT N CENTER S LTARE CLUSTER
HANDICAP SIGN
9CAIE N.T.S.
2040' 30.15' 9.10'
LP EXISTING DRIVEWAY APPROACH o
�o
6.5' P way
14.0' 35.70' 3.6
•'..::- '1.90 Conc.
Curb do Gutter
.'.'.'.'............... ,.':.'.'.':.':.'.'.'.','....'.
Orgnai Lote Line .:...... ...... . .. o...... .
...... ......... ......................
.................. .... ........................... ............................. ............,...........,......
o; ::....; ::........
NORTHEAST BOUND LANES... :' :' :`.:' :: :' : ° :.' :.'.' ::
ell
. .. 30.17 Asphalt Pavement:::'::'::::':'.'::':'::':: ' :"::: : :': :' ::' :::....:.......:
............................
• 1.4' Cone Curb do Gutter.............:: •' ..'::..'.'..'...: :': .
1.4' Conc. Curb do Gutter
SOUTH DIXIE HIG3H WAY - US. #1.____
State Road., - -.'
:.. _ o :' :':: :' :' :' :'
.. p ..
::.SOUTHWEST BOUND LANES':.`:::::.':::::.':: :.'.'. .`.`.::.`.`.`..'.'.'.'.'.`.`;::
.............................
...`..':::.':: :.`:.32.30' Asphalt Pavement .. :..'.`:..... ;.:::.' ::: ;:: - . ; ..... ;:::: :..:.:... ... . ;:: ; ;.::
'2-0' Conc. Curb do Gutter ,
............
............ ...............................
EXISTING SITE PLAN
SCALE: 1'= 20'
• • •••
t • •
•
co
LLI•
• •
..
•
•
A El
• MINE
•
• L<
• a L6
logo
UM Z
•
IMM
•
zz •
ME
•
•
R e v i s i o n
#1 REV - 04/28/09
FIRE COMENTS
#2 09/01/09 /ERPB
COMENTS
Drawn By. R. G.
Checked: M. LOPEZ
Date: 04/01/09 "
Project # 09-40
Sheet:
s
LU
W
-p
r
000
Z
M
�
ZLJL
00
W
o
�j
I.
W
r7 u? �
Q
J
to
..�
2
?
�QW
in
�
U
Lo
•
co
LLI•
• •
..
•
•
A El
• MINE
•
• L<
• a L6
logo
UM Z
•
IMM
•
zz •
ME
•
•
R e v i s i o n
#1 REV - 04/28/09
FIRE COMENTS
#2 09/01/09 /ERPB
COMENTS
Drawn By. R. G.
Checked: M. LOPEZ
Date: 04/01/09 "
Project # 09-40
Sheet:
s