HomeMy WebLinkAbout3850 Orlando DrREFERENCED PLAN NOTES
v
LEGEND
A portion of Lot 24 as shown on the plat
PLANTER_, ..�
1 REMOVE PORTION OF EXISTING 7
RELOCATE EXISTING LIGHT
CONCRETE BLOCK TO iC!`ii
Plat Book 6 , Page 92 of the PLIbl i
Records of Seminole County Florida and
-
_--=�� -- -
EXISTING Wil -1 NC,4 CONT
PLANTER AS INDICATED.
FIXTURES. COORDINATE LOCATION
follows:
CONTRACTOR SHALL. BE RESPONSIBLE
W ITA FACILITY MANAGER.
Q DENOTES
Lot "'A" as shown on the aforesaid plat;
TWO EXISTING SPOT LIGHTS
FOR: REGRADING EXISTING BERM
CONTRACTOR TO BE RESPONSIBLE
NEW 4"aCONCRETE SLAB
on the centerline of State Road 15 and2500
PSI,
TO PROVIDE POSITIVE DRAINAGE
FOR: EXTENDING CONDUIT AND
TO BE
RELOCATED
AWAY FROM AND AROUND NEW
WIRING AS REQUIRED; ROUTING OF
right-of-way line of said State Road 15
— ONE NO. 4 VERTICAL
RETAINING WALL CONFIGURATION;
CONDUIT BENEATH EXISTING SLABS:
S.25-47'00" W. along said Westerly
3p Q A
Q6`WO'NO.5 CONT,
RELOCATION AND REWORKING OF
REPAIR AND REPLACEMENT OF ALL
DENOTES
N. 64-174'55' W. for 220.00 feet; thence
REFERENCED NOTES
IRRIGATION SYSTEM COMPONENTS'
DAMAGED SURFACES CAUSED BY WORK
S. 64-17"55' W. for 220.00 feet to the
_
REPLACEMENT OF SOD AND PLANTING
INCLUDING PAVEMENT, CONC., SOD,
AS REQUIRED.
ETC.
— ---=DENOTES
— _
WALL TO BE DEMOLISH
2 NEW RETAINING WALL CONSTRUCTED
OF B'• C,M.U., FLUTED TO MATCH
IN MODULE, GRANO.
D-ENOTES
SECTION OF PLANTER TO
BE REMOVED
COLOR, E
COLOR, ETC. SEE DETAIL. NO.
FOR ADDITIONAL INFORMATION,
3 NEW CONCRETE SLAB AND PAVERS
TO MATCH EXISTING ENTRY.
DENOTES
N E•W RETAINING WALL
PROVIDE RECESS TO ACCOMMODATE
NEW PAVERS TO MATCH EXISTING
ELEVATION,
N DENOTES
EXISTING RECESS CANS TO
BE
d PROVIDE NEW 2 x 2 SUSPENDED
/
REMOVED
CEILING GRID AND TILE TO AATCH
F.XISTIi4G RANX LOBBY,
GENERAL
NOTES
5 - CONTRACTOR SHALL RE RESPONSIBLE
FOR COORDINATING AND PROVIDING
ALL, ELECTRICAL REQUIREMENTS OF
EXISTING ATM EQUIPMENT.
CONTRACTOR TO ALSO BE
RESPONSIBLE FOR VERIFICATION OF
ALL. DIMENSIONS OF EXISTING
EQUIPMENT FOR MASONRY CUT–OUT
PRIOR TO COMMENCEMENT OF WORK,
F CONTRACTOR SHALL BE RESPONSIBLE
FOR FURNISHING AND INSTALLATION
OF SEPARATE INDEPENDENT A/C
SYSTEM, INCLUDING: ALI.
REQUIREMENTS FOR PERMITTING;
ENERGY CALCULATIONS (IF
REQUIRED); COMPLIANCE WITH AL1..
APPLICABLE CODES AND STANDARDS;
COORDINATION OF ELECTRICAL.
REQUIREMENTS; LOCATION OF UNIT;
ETC.
DOOR & HARDWARE SCHEDULE
DENOTES DOOR NUMBER DESIGNATION
DENOTES HARDWARE TYPE
DENOTES DOOR TYPE
q�BUILDING STANDARD LOCKSET & CLOSER
LEVER ACTION MATCH EXIST. FINISH
BUILDING STANDARD 3,-0' x FULL FtEIGH'T
U x 1-3/4' SOLID CORE WOOD DOOR
AND HOLLOW METAL FRAME
iT
REFLECTED IL PLAN
0 INSTALL NEW CEILING AT 8'-0' HEIGHT
DRIVE '
THRU �— I
TELLERS
I
CS 0
I
I
ti I
CU
-LIMITS OF CONS"TR`UCTION --,
NEW WALL
� � I
i'
8 i 4
6
Vh, •
E` i
SCALE: 1 16,':1' -0'
0
z
IN
0
EXISTING
PARKING
,PROVISIONS FOR NEW OPENING
IN EXISTING CONCRETE BLOCK WALL
� � I
3 '
' _ I
2
i I I
5
7 I
i
_ I ❑ z ❑ 1 it _-1
Elellil a Section
N.T.S.
1, CONTRACTOR TO BE RESPONSIBLE FOR SECURING AND SHORING OF
EXISTING WALL CONSTRUCTION AS REQUIRED TO MAINTAIN
STRUCTURAL INTEGRITY OF EXISTING CONSTRUCTION.
2. SAW CUT POCKET FOR NEW PRE -FAB CONC. LINTEL, :AND SAW CUT
EXISTING MASONRY FROM THE INSIDE OF THE BUILDING.
3. SET NEW PRE -FAB CONC. LINTEL USING HIGH STRENGTH MORTAR.
4• REPAIR EXTERIOR/INTERIOR FINISHES: MAINTAIN
REQUIRED FIRE RATING (IF ANY).
5. FILL EXISTING CONC. BLOCKS AT EACH JAMB WITH GROUT; PROVIDE
CLEAN OUT AT BASE OF EACH JAMB TO ENSURE COMPLETE FILLING OF
BLOCK CELLS.
6. THE CONIC. LINTEL SHALL BEAR A MINIMUM
OF 8'• ON EACH SIDE OF NEW OPENING.
CONTRACTOR TO INSTALL NEW CONCRETE BLOCK TO MATCH EXISTING.
LINE-UP ALL MORTAR JOINTS TO EXISTING ROWS,
DNTINUOUS METAL'STUD RUNNER,
VCHORED TO DECK -
EXIST. FINISH CLG.
EFER TO FLOOR PLAN FOR LOCATIONS THAT j
EQUIRE INSULATION (FOR SOUND ATTENUAT104).
N. E ,W C E I Li N -G • T O M A- T C t-4;- •E- X I S T
AT 6'-0" A.F,F — o;
ONTINUOUS WALL ANGLE (EDGE CUT OF CEILING
ILE SHALL BE AS SPECIFIED, REFER TO
EFLECTED CEILING FLAN). - -
ETAL STUDS AT 2a' O.0 -FROM( FLOOR SLAB' -TO
ECK ABOVE WITH ONE Cl) LAYER GYP. BD_ FROM
LOOR SLAB -TC -81 -ABOVE- FINISHED CEILING. -
DOTE: METAL STUD SIZE: 5r�
tY?SUM BOARD THICKNESS:
_TYPICAL THIS WALL TYPE, U.O.N.,_
:ONTIN000S METAL STUD RUNNER_.
,NCHOR TO FLOOR SLAB .AT 24' O.C.
WALL SECTION. -
LEGAI. DESCRIPTI,IDN
LEGAL
MATCH PLANTER---
CONCRETE BLOCK CAP
A portion of Lot 24 as shown on the plat
PLANTER_, ..�
of "'Lake Minnie 'Es'tates" as recorded in
;a �'
CONCRETE BLOCK TO iC!`ii
Plat Book 6 , Page 92 of the PLIbl i
Records of Seminole County Florida and
-
_--=�� -- -
EXISTING Wil -1 NC,4 CONT
being more 'particularly described as
follows:
Commence at the Nor theast£rl,y corner of
SEALER
Lot "'A" as shown on the aforesaid plat;
-thence S. 25-47' 00' W. (bearings based
_
NEW 4"aCONCRETE SLAB
on the centerline of State Road 15 and2500
PSI,
600 as shown on the Florida State{1;
Department of Transportation sight -of-
way map for same) along the 'Westerly
!= .
right-of-way line of said State Road 15
— ONE NO. 4 VERTICAL
r and 600 for 355.00 feet to the Point of
Beginning ('P.O.B.); thence continue
baa a'
o
S.25-47'00" W. along said Westerly
3p Q A
Q6`WO'NO.5 CONT,
right-of-way line for 290.00 feet thence
_ -
N. 64-174'55' W. for 220.00 feet; thence
3A
N. 25`47'00' F. for 290.00 feet; thence
- 1`®4
S. 64-17"55' W. for 220.00 feet to the
_
Point 0f Beginning.
Containing 1,464 acres, more or less.
NTS.
NEY
SCALE: 1/2':1'-0'
date media
issued to
-3/4' PLY WD TOP &
SPL ASHW/LAM PLAST
ALL EXP, SURF.
1'—s•
3'-0' N
A.F.----
1x3 SUB -FRAME
& W ALL CLEAT
ANCH W/EXP BOLTS
3/4' PLYWD BRACE & CLEAT
W/LAM PLAST ALL EXP.
SURF, ANCH TO EXIST
WALL W/EXP BOLTS
3,,CNTR DETAIL
F111 1': 1; - 0.
date no.
41 IV I
revisions
6
by
approval drawn by scale floor no.
M� F A L
project no. checked by date
101-001 L HOLL-ON 4/22/99
drawing title drawing no.
ATM ADDITION A-1
i
PERMIT DATE
RESIDENTIAL COMMERCIAL
ADDRESS %,- Z I a,),l o o
OWNER-rc, Q
CONTRACTOR 1p
VALUATION
_2A2��_ PERMIT FEE
THIS APPROVAL DOES NOT Cr,,ANT PERMISSION To
VIOLATE ANY APPL9CABLE CODE-. KEEPSTHIS PLAN
ON JOB AT ALL TIMES.