120 Keyes Ct - BC03-002236 (INTERIOR REMODEL) (A)PERMIT ADDRESS
CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY OWNER
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
FEE
FEE
SUBDIVISION
jOA MOA '# 3
PERMIT # ! '�9244 DATE 607 6.00,
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(1) #50 HAIRPIN CONTINUOUS "TURNDOWN" EDGE
CONYINUOU5,"TURN--DOWN" EDGE A5 PER FOUNDATION PLAN
PER DETAIL 1� X 1� FTG A5 PERDETAIL"1Ea' X 1�' FTG" -�
300o P51 CONCRETE AS
BEYOND CONC. PIER. 3000 PSI CONCRETE BEYOND GONG. PIER.
., - �. : •.. -.. ..e,•
_: , ::,: i '• ' ANCHOR BOLTS OR 4 ANCHOR BOLTS OR 4
\`\JI • '. ,.,.o•, '....'- EPDXIED BOLTS PER,, ° EPDXIED BOLTS PER
44 4 4 .4 ° d
. ENGINEERS APPROVA p 4
O 24" p a' a .4 4 a ENGINEERS APPROVAL 4
... ':: (2) #5 DOWELS °
(5) #5 DOWELSCED �" O.G. °
a
4_ •p 4. a a'
fro' 1✓ • •• q d • •
36" IN LENGTH
P4"
4 (2) #50 DOWELS
(2) #SQIDOWELS (3) #5,0 C@ 0" O.G.
CONT @ P _RI[ IF
REV. # DATE BY:
(1) #510 HAIRPIN 1 07/23/01 KJS
AS PER FOUNDATIO NbB/oa/o1 Kis
3 103/25/02 KJ5
�- 3000 PSI CONCRETE
C 4
4
(4) #50 DOWELS @ .9" O.G.
— 271N LENGTH, O.C.E.W.
J
CONT: @ PERIMETER 1 rn" 20"
„ 11 1 DG" IN LENGTH FOOTINGS
SECTION 1�v X 1� FTG FOOTINGS 1� 32 �C�-i®r� „�11
_.____ --- •— . DFS" X 3�" GONG. PIER
5eG-�ion 1181, —_ -
II 48" X 48" LONG. PIER s�Qi�: �° -1,_0„
S�'GTI O F I /—\
Scclle: 1" _
5cQie: T' 1,-0„
Stop Split -Face I dock
See Elevation
3'-41 0 -8..
Split -Face Block �
J � �
I
I �
0
_ I
1.U.
Begin Struck .f -� -_
IL
_F
J
i G
o � o
L
CA, rFF
(typicol)
ODI
O' . Leg
SECTION 4'x4' L PIER SECTION 3'>c3' SIDEWP\L.L
? ? 114'
gp� 30'
30.
49' 4"T 16' 17-5" � 2'. 12' -
— — — — — — — — — —
B B B g I \�
Knock Out area
(1) #5'filled cell
(Typical)
Control Joint
(Typical)
Slope 3/4" for O.H.D:i
(7. ypico
psi concrete on mill visqueen over �o
compacted clean fill dirt, that has been
pretreated for vermin. .5owcut all control joints
Within 24- hours after placement of concrete, to a
depth of 1/3. the thickness of the concrete.
I
I
4-" Thief Concrete Slab
Split -Face Block L
J ,1-1,
J B B B
F
l
6 L
~4�-- Be in ruck G.M.U.
2 8„ � � 102'
Stop Split -Face Block
See Elevation 24' _ 30' 30'
30'
6 LL # M
RV`jV WEI 0 4- Ot 0 �q 0
> a 0
By: c 3 Up
of
Sanford F 1 Pre ° ention Di 0-
o o v
V
DRAWN 13Y
SAN�ORD WILDING OMT. FLW
THESE FLANS ARE REVIEWED AND CONDITIONALLY CHECKED
ACCEP ED FOR PERMIT. A PERMIT ISaUED SHALL SE TNE:)
CONST UED TO BE A LICENSE TO PROCEED WITH
Ln THF WORK AND NOT AS AUTHORITY TO VIOLATE, DATE
r- CANCEL, AL Tr_R, OR SET ASIDE ANY OF THE 22 June 01
FROVIS ONS OF THF; TE(:HNICAL. COUE:3, NOR SHALL
ISSUAINCE OF A f' CRI11IT PREVENT THE BUILDING JOB NO.
DEPT' FROM T'HCFtFAF'FEFt REQUIRING A CORREC- x
TION Oi EF;ROR• ON THE PLAINS, CONSTRUCTION
OR OTH --A VIOLATIONS OF THE COQ]l .
SCALE
r� 3/16„ _ T-0„
SHEET OF
PERMIT
x
FO U N DAT10 N PLAN
I
O
General Notes: (A/G Design Gritc.ria)
(1) Three Ton Air Gonditioning LJnIts,
400 cfm per lion at the air handlers system
.08 c -Fm friction loss design for return air
.1 cfm -Friction loss design for air oupply
Each Register Duct insulated
Rheem Manuf. 10 seer Min..Standard or Equal
q
REV. # DATE BY.
1
07/23/01
KJ,S
2
08/08/01
KJs
3
03/25/02
KJS
4
04/22/03
KJS
i
F-lectricol
= 20 Amp, 110v Switch
t:3 = 20 Amp, 110v Switch 3 Way
= Telephone Outlet
= Computer Outlet
f"P 110v Duplex Receptacle Water proof
110v Duplex Receptacle
= 110v Quad Receptacle
M.H. Recessed Light Fixture
400w Metal Halide Light Fixture
with 300 watt Quartz Restrike Lamp
-�- =400w Metal Halide Light Fixture
= 220v Duplex Receptacle
= Emergency Light with Battery pack
= Exit and Emergency Light with Battery c
= Flourescent Light 3 Tube with parabolic L er
= Flourescent Light with parabolic Lense
Ern. 'Huc `r.Lt _emergency Flourescent Light
= Track Light
Exit Sign
Exit Lt.
-0 _ Fan Vent with Light
® = Fan Vent
0 ® Central Vac Outlet
VAC
- = Wall Sconse
= H.V.A.C. Register
= H.V.A.C. Rag
=Phone Board
�� = Computer Board
NO -FES:
1. Entire Building is Designed in
Accordance with 2001 Fla. Bldg. Code
120 mph, 3 second gust, wind
speeds in miles per hour (mph) at 33 feet
above ground for Exposure C Category,
and 100 fastest mile per hour wind
speeds, with 20 P.S.F. - Live Load.
2. Construction Type IV, Storage
Classification, Max. Allowable Area:
0,000 s.f. , Nonsprinkled and (1Z,:'evised)
DRAWN BY
FL.W
GHEGKED
TND
DATE
22 June 01
J06 NO.
x
/SCIALE
3F'/-16" = T-0"
SHEET OF
---.-
X
unpro-rec-rea ouiiaing, per Q.rry or anrara. FL0012 PLAN
f2F=V # I f7ATF- BY;
'01 KJ5
X01 KJS
02 KJS
1
°°'n'e°' Sealed `ugh' Tinted Glass ("P"°° SOUTHEAST ELEVATION-
Dark
NORTHWEST ELEVATION ------------- --
4-OOW./M.H. FI. Lt. Arch. Metal panels 1�
Dark Bronze Aluminum L-) I r-1 vv 1 L C..- v c...i
Light Tinted Glass (typical)
a,,.x 4nnVX/ /ISI H R I -t Arch. Metal Panels � �r. �Jr 12
Bronze Aluminum Pointed / Sealed
No��-i -HEA 7 ELEVATION Light +Ated Gloss (typical)
w
VI
o -o O
c�
DRAWN BY
F'LW
GHEGKED
TND
DATE
22 June 01
JOB NO.
x
sHFar 3OF
��eVISeC�� x
L VATION-1�3
3'-0"
T
Elevation
2'x4' Drop or Drywall Gelling
Painted Drywall
3'-0
a
z--
E5evotion
. Handicap Bathroom
(4) 250 MGM, A,
(1) #ro, Or., Cu.,
21/2 Metal Conduit
Tenant #1
(2) 5/8" dia. x 20' long Copper
Glad Steel Ground Rode
Grounded to Building
ELE-GTRIG/AL RISER DI/AGF,--/AM
CTI ., 1n' p1A„em \ ire,+
STRUCTURAL STEEL
MANUFACTURER HAS
DESIGNED THE PURLINS
TO ACCOMODATE THE
DEAD LOAD OF EACH
AIR HANDLER
RETURN AIR DUCT
(SEE PLAN)
BLOWERAEV/
COIL UNIT`""-,
TOR
REV. # DATE
BY -
1 07/23/01
KJS
2 08/08/01
KJS
3 03/25/02
KJS
3/8' THREADED RODS ATTACHED TO CHANNEL
SUPPORTS AT AR HANDLER 1/2' HOLE DRII LED
THRU BOTTOM OF PURLIN WITH 1' FLAT
WASHER LOCK WASHER $ NUT ATTACHED
TO EACH HANGER ROD SUPPORT. (TYP.)
SUPPLY AIR DUCT/
(SEE PDAN)
GHANNEL SUPPORTS
UNDER ENTIRE UNIT
TRAPPED CONDENSATES
DRAIN. DRIP ON GRADE
RY
AUXILARY DRAIN PAN WI"11 I
_
OR INTO DRYWELL. 3/4'
FLOAT rrCH,DRAI PAN TO
MINIMUM ORAS NOTED
BE 2' DEEP AND 2' LARGER
THAN UNIT ON ALL UNIT SIDES
FIRESTAT AS REQUIRED
BY LOCAL JURISDICTION
CONDENSING UNIT ON GRAD
FILTER REMOVAL SPACE
SEE REFLECT. GL'G PLAN
SHUTOFF_
/I VALVES
4' THICK CONCRETE PAD
4' LARGER THAN UNIT
ONALL SIDES
-�--SERVIGE VALVES W/
GHARGING FITTINGS
REFRIGERAN PASSAGE THRU EXTERIOR
LINES. HANG FROM WALL. SEAL WEATHER
STRUCTURE ABOVE AND INSECT TIGHT.
H -V -A -G- INSTALLATION DETAIL
Building Section
Mansard Designed by
Metal Bldg. Monuf.
(1)#5 Dowel CED Header Course
Header Course tobe
Smooth Regular G.M.U.
(1)#5 Dowel CO Eo.vertical Down Gell
Note: Location of Split -Face Block
C1
Ci
LL m
6 L Ot ° O
o od
16
�1l U I ~
/ 1
PRAWN BY
FLW
CHECKED
TND °
DATE
22 June 01
JOB NO.
X
SGPLE
NOTED
5F-1EEf OF
C�e��sed) �
DETAIL-S/EGTIONS