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Lots 17,1$,1 , 81ook i j, L PORTAL
SECTION POUR, a0o6rding to th6
Plat thereof, recorded in Plat
Book 12, at page 56, of the Public
Records of Dade County, Florida.
Sept. 19 1952
Scales shown
I HEREBY CERTTPYr That the atta-
ohed *SKETCH OP SURVEY° of the
above desoribed property is true
and correct to the best of my know
ledge and belief, as recently sur-
veyed and platted under my.direa.
t ion.
ry C. • o we . e
Registered Land Surveyor Y6O2
State of Florida..
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SURVEYCA'S CEknPiCA DON
certify that the attached "Sketc'::of_.c_t_i:
vey" of the aly..iv i1ez,c.rit.,: prc.4 i‘
true and correct t,, t!.:.fi= i ol' ,Ait kno...1
edge and beef as rc:rity ; , ,,,r , ,,,o, , ,-A!,.p. , (1,,-..
cur direction.
DONALD '1/. McIN 1 9SH & AT3OCIAIL s'.
Re: `‘....s.L.r.e.yor
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CONI1D W. McINIC ASSOC!AIES, I.
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MIAMI S GitLS, F 331243
EL \?ORTM. c:bECTIOVA FOOK
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1712 3. W, hit Street
Miami 3S, Florida
Telephones: 9-3503 86 -4092
sr:.n+rr ssxu;awv
Ii
4I FRE3X CERTIFY that the attached ' �epresint* 4
a surrey made under mY direction and is' true and
correct to the best o, ray knowie ge and belief. .
There are no encro c . e - oven.
,s
R I3 a 5 L 427
3TATZ OF. FLORIDA
ardr=rzi NavaargaakliMS2USLIZIEMP =MI SWOP
/7
According to the Plat thereof an recorded in Plat Book
Public Records of Dade County, Florida.
For /cy���� r y Data
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S/A PLENUM
FAN-COIL MOUNTED--
HORIZONTALLY -
DVE
REF.
LINES
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S
PLENUM
f■A' \\,_ CEILING
FAN-COIL ON
U
PLATFORM
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op To A / F I E R
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/
SECTION "A" n.t.s.
- OPTIO14AL
CEILING X *. onAtt4 p 7-
R/A GRILLE
IN/FILTER
SECTION "B" n.t.s.
FANCOIL SUSPENDED BY 3 THEADED 'ODS
4 • I BEAM
7 0 PIPE
4' • x 1 PITCHPANS
ROOF
/
SECTION "C" n.t.s.
PACKAGE UNIT
ON FACTORY
CURB
\- O.A. MAKE UP
ROOF
S/A PLENUM
/CEILING
x 24 - R/A
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SECTION. D"
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ELECT RR,AL_ PANEL - -- SCHEDULE
CIRC.
C.B
W'R
C.
VOLT
DESCRIPTION
WATT
NOTES
1TH.4
20
#12
1/2"
120
GENERAL LIGHTING
3591
1197SF X 3W /SF
5 -6
30
#10
3/4"
240
WATER HEATER
4000
EXISTING
7 -8
30
#6
3/4"
240
A/C
4500
EXISTING
9
20
#12
1/2"
120
SIGN
1500
NEW
10TH13
20
#12
1/2"
120
HAIR DRYERS
3000
750X4
14TH16
20
#12
1/2"
120
STYLING CHAIRS
2250
750X3
17
20
#12
1/2"
120
EXIT LIGHTS /EMERG. LIGHTS
750
6' -10'
j►
TIE -IN
TO EXISTING
g rab bar
w irldo
3 "VT
11
11
I1
11
11
11
I1
11
11
11
11
11
11
I
1
II
II
II
•
II
II
II
SCALD 1/4' = 1' -0'
fire ext.
type abc
sink
sink
f / ! /! / / / / /! / 111 e e / /! / 111 / / / / 1
styling
cabinet
w /mirror
cabinet
w /mirror
styling
cabinet
w /mirror
fire ext.
type abc
/
8'
PLAN
existing part.
I1�z
112<,% m ul
align
chair
styling chair
chair
WASH AREA
dryer
SERVICE AREA
counter top
RECEPTION AREA
19'-10'
existing sotore
existing walk way
CONSTRUCTION LEGEND
C : -
:L- - : _ : existing partition to remain
,.,m new partition (non bearing)
C existing to be removed
existotti
1
wind _ _
— FT
II
EXISTING I1
STORAGE 1 1
II
I
_
I\ I\ I I
3 0'X 8' / 1 1
EXIStIN existing part.
II
II
II
EXISTING I
OFFICE
1
existing part. I 1
11
II
I I
I I
i I
/X
II
L T. _� -_� -�- -�._ .
/7/1717/7/1/Z :
new 5' -0" wall
partition
dryer
dryer
dryer
t v
Di)
1
1
1
1
1'
I �
I-0 •
I-
SCALD 1/4' =
� 2
II
1 1 15
I
I
II Lcabinet'
.3 11 w /mirror
-° 1 1 14
27 I
II
Q) 1
1
11
sink
sink
1 w /mirror
10 13
fire ext.
type abc
fire ext.
type abc :m ngit
n
WASI -I i 4RE4
Ilexist.
3L
/ /! / /7.07! 1 / r / / / /!! /! / / / / / r 2 . e / /! e
II
3 ll
styling chair
styling chair
I I
cabinet I I exist.
w /mirror 11
3 ll
17
N.
z
X 11
/ 0X11 FT
5
EXISTING
STORAGE
_
styling cha ir
SERVICE AREA
counter to
3'0 "X6'8
EXIS lNG
4TT
exist. l 1
II
II
ll
RECEPTION AREA
existing walk way
EXISTING
OFFICE
LI
ex
II
dryer
2
' /!!! /./ / /! /! /!!! /!//./ /Axi / /z /!/! /./!.!! / /!!! / /z/ / //! / / /!i
" dryer
�l e
dryer 12
exist g.
elect.
pn. /
11
13
3
0)
• 0
I .
I_0
Iw
In
IQ)
TO THE BEST OF MY ABILITY AND KNOWLEDGE
TI-HS BUILDING APPEARS TO BE iN COMPLIANCE
WITH THE SFBC AND HANDICAPPED REQUIREMENTS
FOR LIVING AREA.
ELECTRICAL PLAN
HANDICAP MINIMUM REQUiREMENTS:
VESTIBULES, IF APPLICABLE,
'T STALL
e
WATER CLOSET SEAT
a URINAL
LAVATORY
MOWERS & TUB$
)OR DRAIN
>:ROR
CRAB BAR
' SINKS
• DAMMING FOUNTAINS
SHELF MAXIMUM 4O'AF F.
DOOM TO STALL: &TM S1+ GINGOU1'' BELFCLOSIMPI
e CLEAR FLOOR SPACE ASTMS TOM. ELKS
SCOPE CP WORK
I- 4ANDICAP BATI-IROOM
PROVIDE GAB BARS AT TOILET
EXTEND PARTITION FOR WAND1CAP
ACCESS
ELECTRICAL
PROVIDE EMERGENCY LIGHTS AND NEW
OUTLETS FOR HAIR DRYERS SEE PLAN
MECHANICAL
NO WORK IS REQUIRED (EXISTING)
ZONING
NO CHANGE iN ZONING
STRUCTURAL
SEE PLAN FOR NEW PARTITION
(NO BEARING PARTITION)
CONCRET. .
COMPRESSIVE STRENGI -IT OF CONCRETEAT 28 DAYS
SLAB ON FILL 2500P31
ALL OTHER CONCRETE 3000PSI
MAXIMUM SIXE AGGREGATE 3/4'
MAXIMUM PERMISSIBLE SLUMP 5'
REINFORCING STEEL
SHALL CONFORM TO ASTM A -615 GRADE 60
FABRICATED ACCORDING TO TI-4E MANUAL
OF STANDARD PRACTiCEFOR DETAILING
REINFORCING CONCRETE STRUCTURE LAP
CONTINUOUS TOP.
CLEAR COVER FOR REINFORCING
BEAMS AND COLUMNS: 1 1/2'
SLABS 3/4"
FORMED FACE IN CONTACT W /EARTH 2'
UNFOi•Ri" RED FACES 3"
REINFORCED BARS CONFORMING TO ASTM A -615
GRADE 60
EXCEPT COLUMNS TIES TO BE GRADE 40
WOOD
ALL WOOD IN CONTACT W/ CONCRETE
SHALL BE PRESSURE TREATED.
PRIMARY WOOD FRAMING MEMBERS SHALL BE
NO. 2 SOUTHERN PINE OR BETTER, SURFACE DRY,
USED AT 19% MAX. WITH TI-4E FOLLOWING STRESS
RATINGS.
Fb SINGLE MEMBER 1200 PSI
Fb REPETiVE MEMBERS 1400 PSI
Fv 94 PSI
Fc PERPENDICULAR TO GRAIN 565 PSI
E 1600000 PSI
1. Unless otherwise noted (u.o.n,) on Pions or in the Specificotions, the
following General Structural Notes shall apply to this Project.
2. If any errors or omissions oppear on the Pions, Specifications or other
documents, the Contractor shall notify the Engineer in writing of such
omissions or errors prior to proceeding with any work which appears in
question. In the event of the Contractors failure to give such notice,
he shall be held responsible for the results of any such errors or
omissions and the cost of rectifying the some.
3. Do not conceal ony work until required information is recorded. All
locations for future connections or tie -ins shall be left unburied and
uncovered until the Engineer record the information.
Mittimum x ironed:0ot OponIng tit testoont
68' x 68r rntnn dear *ft 'shaft and watat
cloud Inside same ate
19* to 29" A.F.F.
17' A.F.F. ELONGATE - R. VALVE 44' Alt
MAXIMUM TO BOTTOM 28' MINIMUM TO 34'
CONTROL. VALVE LEVER TYPE
TO COMPLY IF RE001110
IN REMOTE AREA .
MAXIMUM 44" AF.P. TO BOTTOM
33' MAXIMUM TO TOP 111E'O(AMETFR
MAXIMUM 34" A.F.F.
36' TO TOP OF SPOUT
INTRUSION AND BURGLAR NOTES, CI- IAPTER 36
1. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING
.4 FORCE OF 300 LBS, APPLIED IN ANY MOVABLE DIRECTION AND IN
ACCORDANCE W/RESISTANCE STANDARDS SET FORTH IN METRO SC.
2. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO SE
KEY OPERATED FROM EXTERIOR W/A MINIMUM OF 6000 POSSIBLE KEY
CHANGES OR LOCKING AUXILIARY SINGLE DEAD BOLT 1.111114 HARDENED
BOLT INSERTS.
3. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE
SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE
INACTIVE LEAF OF THESE PAIRS OF DOORS SHALL HAVE MULTIPLE
POINT LOCKS WITH 5/6' MIN. TI-4R.,1 BOLTS WITH INSERTS.
4. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR
DEAD BOLTS OR A BOLT OR PIN NOT REMOVABLE OR OPERABLE
FROM EXTERIOR AT TI-4E JAMB, HEAD, SILL OR AT MEETING MUL-
LiONS. THESE DOORS SHALL BE REINFORCED IN THE STRIKE AND LOCK
AREA TO MAINTAIN BOLT STRENGHT EFFECTIVENESS, IF NECESSARY AND
SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM OUTSIDE WHiCH
WOULD FACILITATE READY ENTRY FROM OUTSIDE.
5. HINGES ON EXTERIOR OUT SWING DOORS SHALL WAVE NON REMOVABLE
PiNS.
6. JAMBE OF ALL EXTERIOR OFFSET TYPE iN SWING DOORS SHALL BE RASET-
TED, OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE PURPOSE OF
THE STRIKE AND THE INTEGRITY OF LOCKS AND LATCHES.
1. SINGLE, SWINGING, EXTERIOR DOORS, IF WOOD SHALL BE SOLID CORE OR
NOT LESS THAN 1 5/S' THICK
a GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL
STANDARDS JNSTITUTE'S- STANDARD 291.1
9. VISION PANELS iN EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40' OF THE
INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWINGING DOORS SHALL
COMPLY WITH AMERICAN NATIONAL STANDARD INSTITUTE'S STANDARD 291.1
10. SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED
SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCK
POSITION AND SO AS TO COMPLY WITH THE ARCHITECTURAL ALUM. MFGS. ASSOC.
STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 13033
11. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE
OR VISION PANEL.
12. DOORS AND WINDOWS BY YALE OGRON PRODUCTS OR EQUAL. SLIDING DOORS
NO. 5651, AWNING WINDOW NO. 5104, HORIZONTAL ROLLING NO. 5113
TOTAL
SANITARY RISER DiA.
TOTAL 19,591W
19,591W /240 = 82 AMPS
PROVIDE 150 AMPS PANEL
AREA OP WORK
EXISTING OFFICE BUILDiN
LOCATION SKETCH
Vt• DRTWALL
EXITING PARKING
N
EXISTING CEILING) TO REMAIN
1 102X5 S4 METAL STIDS RMER CON
SECURE TO eOTTOM EXISTRO -.•.
1 laX7 0/0 METAL 0T1D0 REALER CONT.
SECURE TO EXISTING 61-AEI
gOTInbtri CON.
elect. meters
location
SIR
WALL secTI DN
i
1
,
1
L
WATER RISER D iA.
19,591
EXISTING OFFICE BUILDING
Ca148
AN
'1
before you dU
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DRAWN BY
EB
CHECKED BY
GC
DATE
03.01.01
PROJECT NO.
01 -010
DRAWING NO.
OF ONE