09-696-002REMOVE
WALL-HUNG A /C.
LOCK U
B P WALL
AND REPAIR FINISH
BOTH SIDES.
EXISTING 6' -0"
HIGH WD. FENCE
W/ GATE
NEW ARALIA
HEDGE
(POLYSCIAS
BALFORIANA)
36" APART AT
PLANTING
20 -3.6 (0) (1)
'
Ts - - - - - - - - REMOVE EXISTING
CONIC. STEPS - -
L/
101-211 REMOVE REMOVE I '1'_511 21 -911
II WINDOW. DOOR-
REMOVE E EV.H 4 11 11 -11' 7v-,..41-011 -
APPLIANCE 4 BOTH - - - - _
b CABINETS SIDES THRESH.
' 2 V2 " MAX.
° p c° BREAK -
ROOM 2
• I NEW r REMOVE WINDOWS.
CABINETS BLOCK UP WALL AND REPAIR
FINISH BOTH SIDES.
I �T-1
L _1 REFRIG. st
1N,
I
I
I 1
10
Z I'
II
r
NEW CONIC. SLAB
NEW CONIC. 8TEP8 W/
HANDRAIL BOTH SIDES EXISTING
a 34" ABOVE TREAD ELECTRICAL n
N081NGS METER r"
- - - - - - - - - - - - - -
FILE ROOM e
EXISTING WLVUIA
LANDSCAPE
8
I I
NEW A/C
COMPRESSOR ON
CONIC. PAD.
SEE AC DWG'S. �(
EQUIPMENT.
36" HIGH At TIME OF
I q - KIN PLANTING
CLERICAL
B OCK UP WALL AND I x
22' -1" 4" 11' -6" REPAIR FINISH BOTH
SIDES.
REMOVE WINDOWS.
OFFICE 3 N O I BLOCK UP WALL AN
M REMOVE EXISTING r I SIDESIR FINISH BOTH
PARTITIONS AND
�p FAUX FIREPLACE *f NEW WINDOW
. I
--- - - - - -- �o D �r I cp
FILE CABINETS O
NOTE: THERE IS NO E ISTING OR a
0
AN SHELF
-
D EL
PROPOSED SPRINKLE SYSTEM IN I _2„ j REMOVE WINDOWS.
THIS SCOPE OF WORK 4 I \ • BLOCK UP WALL AN
SJAC
_ REPAIR FINISH BOTH
SIDES.
HALL 411 41' ACCESSIBLE U O I -1
TOMLET RO_ r 1 II 1 I - II I 1 1 1 1 11 10 10 - - 9 4 0 � 2
_
NEW WINDOW
Q O O O
+9 ry NGVD
O � � x
RECEPTION
ENTRY OFFICE 1 e OFFICE 2 e
0 +11.'13' NGVD NOTE - TYPICAL ALL li
O I _ AND EXTERIOR DOOR x
LOCATIONS: PROVIDE 1
VERT. REINF. IN FILLS CELL
-1' -211 4" " 411 8' -011 4" I2' -6" ill BOTH SIDES OF NEW INDOW
O 9rt1-.1A!le ETAL THRESH. 0 REMOVE O O i PLO. AS PER DETAI SHT. 8 -1.
V. 11 1; IIIIAInr]Ill t/11/11/111 .,�.,, -.
IL _CkL-sl1 � L-2
REMOVE CONC.
SLAB PORCH
AND PLANTER
t 8 -4
101_0"
)01-011
erl Y st
vVlrVr. aIVG4/f•��I� W/
JOINT 0 15' -0 "' AND CONTROL
JOINTS 51 -0" G. J. �NV�
NEW ARALIA
HEDGE
X (POLYSCIAs
BALFORIANA)
36" APART A
9 PRECAST CONIC. PAVERS ON SAND *' " •'' = PLANTING
Q 20-3.6(0)( 1)
LLa Y
< �o
81 -011 SOLDIER COURSE OF PAVERS AT G. J.
'd LANDSCAPE PERIMETER TYPICAL 1 Q
0 I BUFFER 0- 1IQKK
C14 1 20 -3.6 (0) (1) W
1 ,> 8' -0"
U = Q `, ` M LANDSCAPE
/ BUFFER
LuDd 20- 4554(a) 20 -3b (0) (1)
�- THERE SHALL BE NO PLANTING i'`' ;.
i
0 1 OR OBSTRUCTION IN T4418 AREA iii`` EXP. J.
BETWEEN THE HEIGHT OF THREE
8 I
a AND SIX FEET.
_
C)Q
�V EXISTING OAK THE � I' `,,.i' ,:�•: ;.�'��• \ 'G. J.
111 11l
22 1
1IIIIIYYYFFF 8 -0 -.f� I`
�o -- I��������������IIIIIIIIIIIIIIIIIIII��IIIIIIIIIIIIIIIIIIIIIIIIII��II��������������������������IIIIIIII��IIIIIIIIIIIIIIII��IIIIIIII����II' ll����IIII��IIIIIIII��IIIIIIIIIIII����II \ +981' NGVD
CONT. LINEAR DRAIN W/ METAL TRAFFIC LID
TO RETAIN RAINWATER ON THIS SITE "f' ` NEW CocoPL
)NEW COCOPl,�'1 /9'��'� NGVD 20- 45MI(C)
20- 45B1CC) �.: \ • .
C. J.
EDGE OF ASPHALT PAVING
FL OOi R. PLAN 1/4 I I _ 1 1-011
EXISTING 6' -0" WOOD FENCE
I I SOUTH e F74.00'
,
W .1 0 y 1
U.:.. ..
I REPLACE EXISTING REAR
I STEPS WITH NEW, PROVIDE A/
La I HANDRAILS AS PER F.B.C.
;.:.I
I t 14' -011
1 NEW ARALIA HEDGE
I (PPLYSCIAS LFOR
d) 11 X I 36 ' APAIRT AT
W I PLINTING _
II I EXISTING lu
I
EXISTING NE-51 RY C,15.5 I LANDSCAPE I u
I STRUCTUi� I � �
x I I
I wsvo I 1
x
35' -911
w Lij
�`
[11=
1
4
1 ri
X
szy
{
x 914,
-4,4t all
• :9G7 1
1 1
1 1 11 II
11 11" 1
6 0 9 0
:
7:1
x
VI N W
PRO E E OAK T E
(QU U8
E EXISTING
VIR31 IANA).
OAK TREE IN. TIME
ti -f " ANT ING
# �
- J
X
4*.
x C3 1
XISTIKG 3 G
LE :::........ ».:.: » »:..... i .:.:.:.:.:..: +1053 POL
M UNITE NGVD U
L P. S Er L A NEW ARALIA
NEW P.C. q HEDGE
(POLYSCIAS
PAVERS BALFORIANA)
36" APART AT
is ! PLANTING
1 1
d1 0 0
R
X ING LINEAR DRAIN WITH METAJ_ ::::. :.:::.::`:;:: <`:::' ;I r EXISTING
TREE •• TRAFFIC LID a FRENCH WER POLE
DRAIN TO RETAIN <; #�'
t0 / RAINWATER ON THIS 81TEtt;:::'''` . ``.` �t ?:a ���•C' EXISTING
�r I WATER METER
ov
lie E 11 NGVDn
T�-1 i� � �• 00 '` `
EDGE OF NEUI COCOPLUM SHRUBS VEHICULAR ACCE88 NEWOCOPLU
ASPHALT 81_0" 5' -6" 22' -011 51_611 51_011 81_011
PAVEMENT
THERE SHALL BE NO PLANTING
OR OBSTRUCTION IN THIS AREA
BETWEEN THE HEIGHT OF THREE
AND SIX FEET.
50UT�411JEST -10T�4 STiRr=r=T
S1TE FLAN Ira II _ 11-011 N ()
LEGAL DESCRIPTION:
EMS MUG PORTIO
CMAPLY IATrHJW
Ot��JPAA; ,
NFPA T FE-SAFI
nor
;ti t o FISfO,�d
BY
ILDING SHALL
CODE.
THE WEST 54 FEET OF THE NORTH 88 FEET OF THE EAST 13'1 FEET OF THE NORTH 150 FEET OF
THE WEST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION
25, TOWNSHIP 54 SOUTH, RANGE 40 EAST, OF MIAMI -DADE COUNTY FLORIDA.
FINISH SCHEDULE
LOCATION
FLOOR
BASE
WALLS
CEIL.
HT
REMARKS
ENTRY
V. TILE
WOOD
G.D.W.
PLASTER
W -4"
CLOSER AND THUMB LATCH INTERIOR KEY EXT.
RECEPTION
V. TILE
WOOD
G.D.W.
PLASTER
W -4"
CLOSER AND THUMB LATCH INTERIOR KEY EXT.
HALL
V. TILE
WOOD
GD.W.
PLASTER
8' -4"
F- E�iISTIidCx - ,
OFFICE 01
V. TILE
WOOD
G.D.W.
PLASTER
8' -4"
THUMB LATCH INTERIOR KEY EXr.
OFFICE 02
V. TILE
WOOD
GD.W.
PLASTER
8' -4"
CLOSER AND THUMB LATCH INTERIOR KEY EXT.
OFFICE 03
V. TILE
WOOD
G.D.W.
PLASTER
8' -4"
NO LOCK
TOILET ROOM
CER TILE
CER TILE
GD.WJC.T.
PLASTER
8' -4"
CER TILE TO -10" A.F.F.
FILE ROOM
V. TILE
WOOD
G.D.W.
PLASTER
8' -4"
CLERICAL
IV. TILE
WOOD
I G.D.W.
I PLASTER
5' -4"
FILE ROOM
IV. TILE
IWOOD
I G.D.W.
I PLASTER
8' -4"
DOOR SCHEDULE
o
1 SIZE
TYPE
OPER.
FIN
FRAME
REMARKS
A
3' -0" X 6' -8"
S.C. WOOD
BWINCs
PAINT
ALUM.
CLOSER AND THUMB LATCH INTERIOR KEY EXT.
B
3' -0" X 6' -8"
B.C. WOOD
SWING
PAINT
ALUM.
CLOSER AND THUMB LATCH INTERIOR KEY EXT.
C
V -0" X 6' -8"
H.C. WOOD
POCKET
STAIN
WOOD
F- E�iISTIidCx - ,
D
3' -0" X 6' -8"
H.G. WOOD
SWING
STAIN
WOOD
THUMB LATCH INTERIOR KEY EXr.
E
3' -0" X 6' -8"
H.C. WOOD
SWING
STAIN
WOOD
CLOSER AND THUMB LATCH INTERIOR KEY EXT.
F
3' -0" X 6' -8"
HAG. WOOD
SWING
STAIN
WOOD
NO LOCK
G
2' -0" X 6' -8"
WD. LOUVER
I SWING
STAIN
WOOD
WINDOW SCHEDULE
0
W x H
OPER
MATERIAL
FINISH
1
31" x 5046"
HOR ROLL.
ALUMINUM
Ere.P. WHITE
2
31" x 38Va"
NOR ROLL.
ALUMINUM
E.S.P. WHITE
3
2611211 x 2611
PROJECT.
ALUMINUM
E.S.P. WHITE
50.E
FT.
^
F'fiG- E�ISTIN�a - -
REAR SETBACK: 20 FT.
2.714
FT.
F- E�iISTIidCx - ,
SIDE INT. SETBACK: 10 FT.
16.-1 AND 1.60
FT.
REQUIRED: I SPACE PER 250 SF: 5 SPACES 2 SPACES
TWO (2) ON -SITE PARKING SPACES, AND THREE (3) OFF -SITE PARKING SPACES, PROVIDED AS
PER "PARKING SPACE LEASE" BETWEEN OWNER AND CITY OF SOUTH MIAMI, DATED MARCH 9,
2009.
25 FT. RIGHT -OF -WAY EASEMENT PROVIDED AS PER "EASEMENT AGREEMENT" BETWEEN OWNER
AND CITY OF SOUTH MIAMI, DATED JUNE 5, 2009.
GENERAL. NOTES
1_ GENEIRAL CONDITIONS
1.01 CONTRACTOR IS RESPONSIBLE FOR " CLASS A" WORKMANSHIP ON ALL NEW WORK AND IS RESPONSIBLE FOR REPAIR OF
ALL EXISTING PORTIONS DAMAGED AS A RESULT OF HIS WORK
102 CONTRACTOR SHA LL COM PL Y WITH A PPL ICA BLE CO DE S AN D REGULATIONS OF AUTHORITIES HAVING JURISDICTION.
SUBMIT COPIES OF INSPECTION REPORTS, NOTICES, AND SIMILAR COMMUNICATIONS TO THE ARCHITECT.
1.03 REQUESTS FOR SUBSTITUTIONS SHALL BE IN WRITING SUBMITTED TO THE ARCHITECT. THERE SHALL BE NO SUBSTITUTIONS
TO S PE CIFI ED MAT ER IALS , PR ODUCTS , OR SYSTEMS WITHOUT PRIOR WRITTEN APPROVAL BY THE ARCHITECT.
104 SHOP DRAWINGS, AS REQUIRED HEREIN, SHALL BE SUBMITTED TO THE ARCHITECT IN TRIPLICATE. APPROVAL IN WRITING
FROM THE ARCHITECT IS REQUIRED PRIOR TO FABRICATION OR ORDERING OF MATERIALS.
1.05 DURING TH E E NTI RE PERIOD OF DEMOLITION AND CONSTRUCTION CONTRACTOR SHALL PROVIDE PROTECTION OF THE
STRUCTURE FROM ELEMENTS AND INTRUDERS.
RU R
1.06 IF A PP B LICALE CONTRACTOR SHALL PROTECT THE PARTS OF THE PROPERTY BEING INHABITED FROM DUST AND
IS AN K THE INTERRUPTION OF UTI ITI S TO A MINIMUM_
DEER D KEEP E L E
1.01 THE CONTRACTOR SHALL PROTECT ALL EXISTING TREES AND OTHER SIGNIFICANT LANDSCAPE FEATURES TO THE BEST
OF HIS ABILITY, UNLESS INDICATED OTHERWISE IN THESE CONSTRUCTION DOCUMENTS. THE ARCHITECT SHALL BE NOTIFIED
IF ANY EXISTING TREES OR LANDSCAPE FEATURES CONFLICT WITH THE CONSTRUCTION DOCUMENTS.
2. SITIE WORG
2.01 FILL CLEAN SAND AND GRAVEL WITHIN 4" OF FINISH GRADE OF GRASS AND PLANTING.
2.02 SOIL TREATMENT: SOIL UNDER SLABS SHALL BE TREATED WITH "ALDRIN" 0.5 q. APPLY 3 GALLONS PER 10 SQUARE FEET
OR 02 GALLONS PER LINEAR FOOT. CONFORM TO LOCAL APPLICABLE ORDINANCES. WORK TO BE EXECUTED BY DULY
LICENSED EXTERMINATING CONTRACTOR PROVIDE STANDARD WARRANTY.
3. CONR
CETE - SEE STRUCTURAL GENERAL NOTES.
4. MAS /ON IR I - SEE STRUCTURAL GENERAL NOTES_
/5. METALS- SEE STRUCTURAL GENERAL NOTES.
6. C,4RFENTRY - SEE STRUCTURAL GENERAL NOTES.
-1. MILLWORK
lml ALL WOOD SHALL BE AIR DRIED IN VAPOR D RY KI NS 12 . MAXIMUM MOISTURE CONTENT STAIN GRADE. CONCEALED
PLYWOOD AND PLYWOOD CORES (NO PARTICLE BOARD) SHALL BE EXTERIOR TYPE PLYWOOD CONFORMING TO US.
DEPT. OF COMMERCE PS 1 -66, BEARING APA GRADE MARK IN ACCORDANCE WITH AMERICAN PLYWOOD ASSOCIATION,
GRADE C -C PLUGGED EXT- APA OR BETTER THICKNESS AS INDICATED OR IN ACCORDANCE WITH APPROVED SHOP
DRAWINGS.
'1'02 EXPOSED SURFACES, TRIM, CASINGS, BASES, ETC.-AND ALL WOODWORK RECEIVING STAIN FINISH .: SELECT WHITE BIRCH
OR MAPLE, STAIN GRADE MATERIAL. TRIM RECEIVING PAINT FINISH: CLEAR FIR
8_ WEATHER PROTECTION
8.01 SLOPED ROOFING: EXISTING TO REMAIN. REPAIR IF DISTURBED BY NEW WORK.
8.02 FLASHING: EXISTING TO REMAIN. REPAIR IF DISTURBED BY NEW WORK
8.03 CAULKING: ACRYLIC LATEX GUN GRADE, DAP LATEX OR APPROVED EQUAL.
8'04 THERMAL INSULATION IN ATTIC: EXISTING TO REMAIN. REPAIR IF DISTURBED BY NEW WORK
8.05
VAPOR BARRIER SHALL BE COMMERCIAL STANDARD CS 238, 6 MIL. POLYETHYLENE FILM, "VISQUEEN" OR APPROVED
EQUAL, WITH 6" LAPS, AND /OR AS SPECIFIED ON STRUCTURAL DRAWINGS.
S. WINDOWS E DOORS
9.01 WINDOWS AND GLAZING: "PGT" ALUM. WINDOWS. SEE WINDOW SCHEDULE FOR TYPE AND SIZES_
9.02 DOORS
a. DOORS "A" AND "8"
PGT INDUSTRIES SERIES FD -101
7/16" LAM. GLASS
NOA • 06- 0801.07
VERIFY DIMENSIONS PRIOR
TO ORDERING ANY DOORS
9.03 b. INTERIOR DOORS: ECONOMY GRADE, AWI SEC. 1300, BIRCH VENEER, PAINT GRADE (UNLESS OTHERWISE NOTED).
GLASS DOORS, WINDOWS ADJACENT TO TUBS /SHOWERS, AND GLASS TUB /SHOWER ENCLOSURES SHALL BE CATEGORY II
904 SAFETY GLASS TYPICAL. GLASS PANELS WITHIN 48" ADJACENT TO DOORS SHALL BE CATEGORY II SAFETY GLASS
TYPICAL.
9.05 DOOR HARDWARE: COMPLY WITH NFPA 80 AND NFPA 101, AND FLORIDA STATUTES 553.501 - 553.531, FLORIDA AMERICANS
WITH DISABILITIES AND ACCESSIBILITY IMPLEMENTATION ACT.
9.06
DOOR HANDLES: SCHLAGE "SCH- ELAN" LEVER TYPE, STAINLESS STEEL SATIN CHROME FINISH, OR APPROVED EQUAL.
9.01
DOOR CLOSERS: DORMA, LCN, RUSSWIN, SARGENT YALE OR APPROVED EQUAL.
TOILET ROOM AND EXAM ROOM DOORS SHALL HAVE THUMB LATCH LOCK ON INTERIOR WITH KEY OPERATION FROM
EXTERIOR
10. KNISHES
101 PLASTER: "MATCH EXISTING BUILDING STANDARD.. �`A��
10.02 STUCCO: TWO GOATS, MATCH EXISTING. SOU�O n ♦ ♦'�r•
10.03 MOISTURE RESISTANT WALLBOARD: 1/2" "DUROCK" BEHIND ALL TILED SURFAm.O NI
%. C
10.04 CERAMIC TILE: AS SELECTED BY OWNER NOTE: IN WET AREAS, TILE SHALL BETIDED ON MINIMUM 6 FT.
A.F.F. $
1005 PAINT: PREMIUM GRADE PRATT t LAMBERT OR APPROVED EQUAL.
a. EXTERIOR APPLICATIONS:
1. ZING- COATED METALS: WASH WITH MINERAL 5PIRITS3 -1
I COAT W/ GALVANIZED IRON PRIMER R00 VE�6
2 COATS PRO -MAR ALKYD FLAT EXTERIOR FINISH. / I
2. WOOD -PAINT FINISH: ;=
I COAT EXTERIOR WOOD PRIMER-
2 COATS A -100 SEMI -GLOSS LATEX HOUSE t TRIM PAINT.
3. STUCCO: 2 GOATS WEATHER PERFECT ACRYLIC LATEX FLAT WITH MILDEW - INHIBITOR ADDITIVE.
In- INTERIOR APPLICATION: CITY OF SOUTH MIA M
1. PLASTER: BUILDING DEPT.
+
I COAT WALL 4 WOOD PRIMER
I COAT PRO -MAR LATEX FLAT WALL PAINT. STRWCTURA CTION
2. WOOD PAINT FINISH:'
I COAT WALL 4 WOOD PRIMER
I GOAT PRE -MAR ALKYD SEMI -GLOSS ENAMEL.
3. WOOD STAIN FINISH: •kPPROVED BY.,
2 COATS OIL BASED STAIN. `
2 GOATS MOISTURE CURED NON - YELLOWING POLYURETHANE VARNISH. tK
10 .06 WINDOW SILLS: COLOR AND VEIN PATTERN TO MATCH BUILDING STANDARD. _I y•
11. SPECIALTIES
IIIDI FIRE EXTINGUISHER: UL- LISTED, MULTI- PURPOSE DRY CHEMICAL TYPE, 2- A:10 -5:C, 5 lb- CAPACITY
12. ,APPLIANCES- NOT APPLICABLE.
13. TOILET ROOM ACCESSORIES
13.01 GRAB BARS: STAINLESS STEEL, SATIN FINISH, 11/2" DIAMETER, 18ga. MIN. WALL THICKNESS, CONCEILED MOUNTING WITH
MANUFACTURER PROVIDED FLANGES AND ANCHORS. 1�2" CLEARANCE TO WALL.
13.02 FIXED TILT STAINLESS STEEL FRAMED MIRROR UNIT: 3" MIN. TAPER TOP TO BOTTOM
13.03 TOILET PAPER DISPENSER: STAINLESS STEEL. PROVIDE ALTERNATE BID TO INCLUDE PAPER TOILET SEAT COVER
DISPENSER
13.04 SOAP DISPENSER: PROVIDE ALTERNATE BID TO INCLUDE SOAP DISPENSER
13.05 PAPER TOWEL DISPENSER: PROVIDE ALTERNATE BID TO INCLUDE PAPER TOWEL DISPENSER
14. ELECTRICAL - SEE ELECTRICAL DRAWINGS
15. MECHANICAL - SEE MECHANICAL DRAWINGS
1&. PLUMBING'S - SEE PLUMBING DRAWINGS
16.01 WATER CLOSET: AMERICAN STANDARD CADET II ELONGATED BOWL " 2216.110 H.C., WHITE WITH OP•EIV FRONT SEAT CHURCH
• 9500C. PROVIDE BOLT GAPS.
16.02 LAVATORY: AMERICAN STANDARD WALL HUNG H.G. LUCERNE • 0355.012" \i" •.' �'� �; �', -y'
•.
16.03 LAVATORY FAUCET: GOOSENECK SPOUT, HERITAGE OR APPROVED EQUAL. � '� ; „^�3` � • ,•,
16.04 LAVATORY HANDLES: CHICAGO FAUCET « 895 -311 OR APPROVED EQUAL, LEVER TYPE BLADE`I fktNDLES�,411 sN CENTER.
16.05 LAVATORY ACCESSORIES: ,
a. E3 AERATOR - -- •e
b. 321A GRID STRAINER WITH TAILPIECE ;�. c7a '• .` ;
c. SIMMONS MCGUIRE 8812 P -TRAP OR EQUAL WITH A.D.A. COMPLIANCE ,'�,u • ,� • • ° • u. • o o ° ° �.J ,
�nt
16.06 FLOOR DRAIN: ZURN MODEL Z -415 CAST IRON F.D. WITH FLANGE, TYPE S STRAINER AND 1/2" f TRAP
PRIMER SHALL BE INSTALLED ON COLD WATER SUPPLY AS PER PLANS. �I�1111111111��`tk
ZONING LEGEND. IIf'O"
D 1STfRICT
ITEM REQUIRED
PROVIDED
1- - - -
NET LOT AREA: '1,500 S.F.
4,152
8F.
PRE- EXISTING
LOT FRONTAGE: 75 FT.
54
FT.
PF'F- EXISTING ,
FRONT SETBACK: Z5 FT.
50.E
FT.
^
F'fiG- E�ISTIN�a - -
REAR SETBACK: 20 FT.
2.714
FT.
F- E�iISTIidCx - ,
SIDE INT. SETBACK: 10 FT.
16.-1 AND 1.60
FT.
PRE - EXISTING
MAX. HEIGHT: 25 FT. (2 STORY)
12 FT. (I STORY)
_
BLDG. AREA: (MAX) 2,250 SF.
1,129.1'1
SF-
-
PAVING:
1,496.66
SP_
_ -
tOtAL
MAX. BLDG. COVERAGE: 30 %
23.19p
%
-
MAX. IMPERVIOUS COVERAGE: -i5 %
55.5
%
MAX. F.A.R. 30 %
23:16
9G
ON -SITE PARKING (BUSINESS AND F'ROFES810NAL OFFICE USE)s
REQUIRED: I SPACE PER 250 SF: 5 SPACES 2 SPACES
TWO (2) ON -SITE PARKING SPACES, AND THREE (3) OFF -SITE PARKING SPACES, PROVIDED AS
PER "PARKING SPACE LEASE" BETWEEN OWNER AND CITY OF SOUTH MIAMI, DATED MARCH 9,
2009.
25 FT. RIGHT -OF -WAY EASEMENT PROVIDED AS PER "EASEMENT AGREEMENT" BETWEEN OWNER
AND CITY OF SOUTH MIAMI, DATED JUNE 5, 2009.
GENERAL. NOTES
1_ GENEIRAL CONDITIONS
1.01 CONTRACTOR IS RESPONSIBLE FOR " CLASS A" WORKMANSHIP ON ALL NEW WORK AND IS RESPONSIBLE FOR REPAIR OF
ALL EXISTING PORTIONS DAMAGED AS A RESULT OF HIS WORK
102 CONTRACTOR SHA LL COM PL Y WITH A PPL ICA BLE CO DE S AN D REGULATIONS OF AUTHORITIES HAVING JURISDICTION.
SUBMIT COPIES OF INSPECTION REPORTS, NOTICES, AND SIMILAR COMMUNICATIONS TO THE ARCHITECT.
1.03 REQUESTS FOR SUBSTITUTIONS SHALL BE IN WRITING SUBMITTED TO THE ARCHITECT. THERE SHALL BE NO SUBSTITUTIONS
TO S PE CIFI ED MAT ER IALS , PR ODUCTS , OR SYSTEMS WITHOUT PRIOR WRITTEN APPROVAL BY THE ARCHITECT.
104 SHOP DRAWINGS, AS REQUIRED HEREIN, SHALL BE SUBMITTED TO THE ARCHITECT IN TRIPLICATE. APPROVAL IN WRITING
FROM THE ARCHITECT IS REQUIRED PRIOR TO FABRICATION OR ORDERING OF MATERIALS.
1.05 DURING TH E E NTI RE PERIOD OF DEMOLITION AND CONSTRUCTION CONTRACTOR SHALL PROVIDE PROTECTION OF THE
STRUCTURE FROM ELEMENTS AND INTRUDERS.
RU R
1.06 IF A PP B LICALE CONTRACTOR SHALL PROTECT THE PARTS OF THE PROPERTY BEING INHABITED FROM DUST AND
IS AN K THE INTERRUPTION OF UTI ITI S TO A MINIMUM_
DEER D KEEP E L E
1.01 THE CONTRACTOR SHALL PROTECT ALL EXISTING TREES AND OTHER SIGNIFICANT LANDSCAPE FEATURES TO THE BEST
OF HIS ABILITY, UNLESS INDICATED OTHERWISE IN THESE CONSTRUCTION DOCUMENTS. THE ARCHITECT SHALL BE NOTIFIED
IF ANY EXISTING TREES OR LANDSCAPE FEATURES CONFLICT WITH THE CONSTRUCTION DOCUMENTS.
2. SITIE WORG
2.01 FILL CLEAN SAND AND GRAVEL WITHIN 4" OF FINISH GRADE OF GRASS AND PLANTING.
2.02 SOIL TREATMENT: SOIL UNDER SLABS SHALL BE TREATED WITH "ALDRIN" 0.5 q. APPLY 3 GALLONS PER 10 SQUARE FEET
OR 02 GALLONS PER LINEAR FOOT. CONFORM TO LOCAL APPLICABLE ORDINANCES. WORK TO BE EXECUTED BY DULY
LICENSED EXTERMINATING CONTRACTOR PROVIDE STANDARD WARRANTY.
3. CONR
CETE - SEE STRUCTURAL GENERAL NOTES.
4. MAS /ON IR I - SEE STRUCTURAL GENERAL NOTES_
/5. METALS- SEE STRUCTURAL GENERAL NOTES.
6. C,4RFENTRY - SEE STRUCTURAL GENERAL NOTES.
-1. MILLWORK
lml ALL WOOD SHALL BE AIR DRIED IN VAPOR D RY KI NS 12 . MAXIMUM MOISTURE CONTENT STAIN GRADE. CONCEALED
PLYWOOD AND PLYWOOD CORES (NO PARTICLE BOARD) SHALL BE EXTERIOR TYPE PLYWOOD CONFORMING TO US.
DEPT. OF COMMERCE PS 1 -66, BEARING APA GRADE MARK IN ACCORDANCE WITH AMERICAN PLYWOOD ASSOCIATION,
GRADE C -C PLUGGED EXT- APA OR BETTER THICKNESS AS INDICATED OR IN ACCORDANCE WITH APPROVED SHOP
DRAWINGS.
'1'02 EXPOSED SURFACES, TRIM, CASINGS, BASES, ETC.-AND ALL WOODWORK RECEIVING STAIN FINISH .: SELECT WHITE BIRCH
OR MAPLE, STAIN GRADE MATERIAL. TRIM RECEIVING PAINT FINISH: CLEAR FIR
8_ WEATHER PROTECTION
8.01 SLOPED ROOFING: EXISTING TO REMAIN. REPAIR IF DISTURBED BY NEW WORK.
8.02 FLASHING: EXISTING TO REMAIN. REPAIR IF DISTURBED BY NEW WORK
8.03 CAULKING: ACRYLIC LATEX GUN GRADE, DAP LATEX OR APPROVED EQUAL.
8'04 THERMAL INSULATION IN ATTIC: EXISTING TO REMAIN. REPAIR IF DISTURBED BY NEW WORK
8.05
VAPOR BARRIER SHALL BE COMMERCIAL STANDARD CS 238, 6 MIL. POLYETHYLENE FILM, "VISQUEEN" OR APPROVED
EQUAL, WITH 6" LAPS, AND /OR AS SPECIFIED ON STRUCTURAL DRAWINGS.
S. WINDOWS E DOORS
9.01 WINDOWS AND GLAZING: "PGT" ALUM. WINDOWS. SEE WINDOW SCHEDULE FOR TYPE AND SIZES_
9.02 DOORS
a. DOORS "A" AND "8"
PGT INDUSTRIES SERIES FD -101
7/16" LAM. GLASS
NOA • 06- 0801.07
VERIFY DIMENSIONS PRIOR
TO ORDERING ANY DOORS
9.03 b. INTERIOR DOORS: ECONOMY GRADE, AWI SEC. 1300, BIRCH VENEER, PAINT GRADE (UNLESS OTHERWISE NOTED).
GLASS DOORS, WINDOWS ADJACENT TO TUBS /SHOWERS, AND GLASS TUB /SHOWER ENCLOSURES SHALL BE CATEGORY II
904 SAFETY GLASS TYPICAL. GLASS PANELS WITHIN 48" ADJACENT TO DOORS SHALL BE CATEGORY II SAFETY GLASS
TYPICAL.
9.05 DOOR HARDWARE: COMPLY WITH NFPA 80 AND NFPA 101, AND FLORIDA STATUTES 553.501 - 553.531, FLORIDA AMERICANS
WITH DISABILITIES AND ACCESSIBILITY IMPLEMENTATION ACT.
9.06
DOOR HANDLES: SCHLAGE "SCH- ELAN" LEVER TYPE, STAINLESS STEEL SATIN CHROME FINISH, OR APPROVED EQUAL.
9.01
DOOR CLOSERS: DORMA, LCN, RUSSWIN, SARGENT YALE OR APPROVED EQUAL.
TOILET ROOM AND EXAM ROOM DOORS SHALL HAVE THUMB LATCH LOCK ON INTERIOR WITH KEY OPERATION FROM
EXTERIOR
10. KNISHES
101 PLASTER: "MATCH EXISTING BUILDING STANDARD.. �`A��
10.02 STUCCO: TWO GOATS, MATCH EXISTING. SOU�O n ♦ ♦'�r•
10.03 MOISTURE RESISTANT WALLBOARD: 1/2" "DUROCK" BEHIND ALL TILED SURFAm.O NI
%. C
10.04 CERAMIC TILE: AS SELECTED BY OWNER NOTE: IN WET AREAS, TILE SHALL BETIDED ON MINIMUM 6 FT.
A.F.F. $
1005 PAINT: PREMIUM GRADE PRATT t LAMBERT OR APPROVED EQUAL.
a. EXTERIOR APPLICATIONS:
1. ZING- COATED METALS: WASH WITH MINERAL 5PIRITS3 -1
I COAT W/ GALVANIZED IRON PRIMER R00 VE�6
2 COATS PRO -MAR ALKYD FLAT EXTERIOR FINISH. / I
2. WOOD -PAINT FINISH: ;=
I COAT EXTERIOR WOOD PRIMER-
2 COATS A -100 SEMI -GLOSS LATEX HOUSE t TRIM PAINT.
3. STUCCO: 2 GOATS WEATHER PERFECT ACRYLIC LATEX FLAT WITH MILDEW - INHIBITOR ADDITIVE.
In- INTERIOR APPLICATION: CITY OF SOUTH MIA M
1. PLASTER: BUILDING DEPT.
+
I COAT WALL 4 WOOD PRIMER
I COAT PRO -MAR LATEX FLAT WALL PAINT. STRWCTURA CTION
2. WOOD PAINT FINISH:'
I COAT WALL 4 WOOD PRIMER
I GOAT PRE -MAR ALKYD SEMI -GLOSS ENAMEL.
3. WOOD STAIN FINISH: •kPPROVED BY.,
2 COATS OIL BASED STAIN. `
2 GOATS MOISTURE CURED NON - YELLOWING POLYURETHANE VARNISH. tK
10 .06 WINDOW SILLS: COLOR AND VEIN PATTERN TO MATCH BUILDING STANDARD. _I y•
11. SPECIALTIES
IIIDI FIRE EXTINGUISHER: UL- LISTED, MULTI- PURPOSE DRY CHEMICAL TYPE, 2- A:10 -5:C, 5 lb- CAPACITY
12. ,APPLIANCES- NOT APPLICABLE.
13. TOILET ROOM ACCESSORIES
13.01 GRAB BARS: STAINLESS STEEL, SATIN FINISH, 11/2" DIAMETER, 18ga. MIN. WALL THICKNESS, CONCEILED MOUNTING WITH
MANUFACTURER PROVIDED FLANGES AND ANCHORS. 1�2" CLEARANCE TO WALL.
13.02 FIXED TILT STAINLESS STEEL FRAMED MIRROR UNIT: 3" MIN. TAPER TOP TO BOTTOM
13.03 TOILET PAPER DISPENSER: STAINLESS STEEL. PROVIDE ALTERNATE BID TO INCLUDE PAPER TOILET SEAT COVER
DISPENSER
13.04 SOAP DISPENSER: PROVIDE ALTERNATE BID TO INCLUDE SOAP DISPENSER
13.05 PAPER TOWEL DISPENSER: PROVIDE ALTERNATE BID TO INCLUDE PAPER TOWEL DISPENSER
14. ELECTRICAL - SEE ELECTRICAL DRAWINGS
15. MECHANICAL - SEE MECHANICAL DRAWINGS
1&. PLUMBING'S - SEE PLUMBING DRAWINGS
16.01 WATER CLOSET: AMERICAN STANDARD CADET II ELONGATED BOWL " 2216.110 H.C., WHITE WITH OP•EIV FRONT SEAT CHURCH
• 9500C. PROVIDE BOLT GAPS.
16.02 LAVATORY: AMERICAN STANDARD WALL HUNG H.G. LUCERNE • 0355.012" \i" •.' �'� �; �', -y'
•.
16.03 LAVATORY FAUCET: GOOSENECK SPOUT, HERITAGE OR APPROVED EQUAL. � '� ; „^�3` � • ,•,
16.04 LAVATORY HANDLES: CHICAGO FAUCET « 895 -311 OR APPROVED EQUAL, LEVER TYPE BLADE`I fktNDLES�,411 sN CENTER.
16.05 LAVATORY ACCESSORIES: ,
a. E3 AERATOR - -- •e
b. 321A GRID STRAINER WITH TAILPIECE ;�. c7a '• .` ;
c. SIMMONS MCGUIRE 8812 P -TRAP OR EQUAL WITH A.D.A. COMPLIANCE ,'�,u • ,� • • ° • u. • o o ° ° �.J ,
�nt
16.06 FLOOR DRAIN: ZURN MODEL Z -415 CAST IRON F.D. WITH FLANGE, TYPE S STRAINER AND 1/2" f TRAP
PRIMER SHALL BE INSTALLED ON COLD WATER SUPPLY AS PER PLANS. �I�1111111111��`tk