13-1205-001EXIST. 6' W.F.
THICK
BUSHES
1
m
O
NEW 4' G.LF.
a
i
i
i
i
i
i
i
i
i�
OVERHEAD
WIRES
EXIST. 6° W.F.
UP. I INJIP Inn nn'
NEW 4' C.L.F.
IL
n
0
POOL SWIMMING
DECK POOL
(BY OTHERS) (BY OTHERS) F
a i - - -{-y
0 I� - - - -- - - - - -I
OVERHEAD
WIRES pp
- -- fl D12 12 it
- - -- I I
TOP OF FIN. FLOOR 1-
1,_r=L. + 0' -0' DATUM
EL. + 9' -9' Nj s.V.D.
d
to -70. Q.
N
no
rr �
0 �0
Z/�
a�
I�
I�
LL1
L J I ' 2'-
1All1pr-
2' -m' I
TYP.
I-- - - - - -- - - - -
(HIGHEST CROWN
OF ROAD ELEVATION)
8.47'
192' ASPHALT PVMT,
SW &3rd 6T4t`�<EET
50' TOTAL
RIGHT- OF -WA`r
vle o
/I /I
NEW 4' GLF.
EXIST. (0' W.F.
ZONING CALCULATIONS RS-3:
LOT AREA : 140M SQ FT.
GROUND FL. A/C AREA : 3 ;52 Sa FT.
GARAGE AREA : 496 3Q. FT.
REAR COVERED TERRACE s 253 SQ. FT.
COVERED ENTRY; 168 Sc:, FT.
TOTAL LOT COVERAGE : 4,169 SGL FT.
DOOR NOTES: GENERAL NOTES
COMPONENTS OF MEANS OF ESCAPE
A. NO DOOR IN THE PATH OF MEANS OF ESCAPE SHALL BE LESS 1. CONCRETE SHALL HAVE 3,000 PSI COMPRESSIVE STRENGTH AT
THAN 28" WIDE EXCEPT THAT BATHROOM DOORS MAY BE 24" WIDE 28 DAYS, UNLESS OTHERWISE NOTED (U.O.N.).
UNLESS A LAGER DOOR OPENING IS REQUIRED TO SATISFY 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS, AND SHALL
REQUIREMENTS OF THE FLORIDA BUILDING CODE. HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI GRADE 60, AND
B. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN MEET ASTM A -A615 SPECS.
OPEN THE DOOR FROM INSIDE THE CLOSET. 3. ALL STRUCTURAL STEEL SHALL HAVE A MINIMUM YIELD STRENGTH
C. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO ALLOW THE OF 36,000 PSI, AND MEET ASTM A -36 SPECS.
OPENING. OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. 4. ALL DETAILING, FABRICATION AND PLACING OF REINFORCING
BARS MUST FOLLOW THE ACI "MANUAL OF STANDARD PRACTICE FOR
D. DOORS MAY BE SWINGING OR SLIDING AND ARE EXEMPT FROM THE DETAILING REINFORCED CONCRETE STRUCTURES U.O.N.
REQUIREMENTS OF THE FLORIDA BUILDING GORE. 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
MAX. BLDG. COVERAGE :
4,200 60. FT. (309. MAX)
E. NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS
I
BLDG. COVERAGE PROVIDED :
4,169 50. FT.
WHEN THE BUILDING IS OCCUPIED. ALL LOCKING DEVICES WHICH IMPEDE
BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER
10' -1'
RIGHT SIDE
OR PROHIBIT EGRESS OR WHICH CANNOT BE EASILY DISENGAGED SHALL
BEFORE PROCEEDING WITH THE WORK.
MAX. IMPERVIOUS AREA:
5000 SQ. FT. (40% MAX)
BE PROHIBITED.
p
IMPERVIOUS COVERAGE PROVIDED :
5,598 SQ. FT.
1
1
% I"IDCWS (UG)
SECURITY AND FORCED ENTRY PREVENTION
TECTURAL, A /C, ELECTRICAL AND MECHANICAL DWGS., TO LOCATE
INACTIVE LEAF SHALL HAVE MULTIPLE POINTS OF LOCKS WITH 5/8"
12. CONTRACTOR SHALL OBTAIN LATEST SET OF DRAWINGS, INCLUDING
OPENINGS, DRAINS, SLEEVES, SLOPES, DEPRESSED SLABS, BOLTS,
y
X
5.
CURBS, ETC.
(Si
E
2 FOR CONT.)
CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN
RECORDS OF MIAMI -DADE COUNTY, FLORIDA.'
PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCKS AND
APPROVED IN WRITING BY THE OWNER / ARCHITECT / ENGINEER.
7. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI -318
_
RAILS
2. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"
SETBACKS
6.
FORCE OF 300 LB. APPLIED IN ANY MOVEABLE DIRECTION AND IN
8. REMOVAL OF FORMWORK SHALL BE IN ACCORDANCE WITH ACI -347
I
REMOVEABLE PINS AND NON- EXPOSED SCREWS.
ACCORDANCE WITH RESISTANCE STANDARDS.
II
APPROVE SHOP DRAWINGS, AND TO VERIFY THE ACTUAL PLACING OF
7.
.:..FROM. °PROPQS�D .1.
REBARS IN THE FIELD
NATIONAL STANDARDS ISTITUTE'S STANDARD 297.1.
_
ORDINANCES AND THE "FLORIDA BUILDING CODE ". CURRENT
8.
VISION PANEL EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40 OF
EDITION.
THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWING DOORS
R DE(J E`
ES) C
SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARD INSTITUTE'S
9
HIGH, 4 -0 WIDE
SS E GATE
UM. AT
A L AGG E
STANDARD 297.1.
PRIOR TO WINDOW PLACEMENT.
I
WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL
17. NO TIE BEAMS SHALL BE FORMED / POURED PRIOR TO TRUSS SHOP
CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND
DRAWINGS APPROVAL.
SEE` 0 ` .FOR' CO
DE VICE
SELF-CLOSING
18. ARCHITECT / ENGINEER'S VISITS AT THE SITE
PROVIDE LOCKS EXTERIOR WINDOWS SHALL BE LOCKED WITH DEVICE
I I
CAPABLE OF WITHSTANDING A FORCE OF 150 LB. APPLIED IN AN OPERABLE
BEFORE COMMENCING OF WORK AND DURING CONSTRUCTION SHALL BE
DIRECTION.
COORDINATED WITHIN 24 HOURS IN ADVANCE PRIOR TO INSPECTION.
•t
'FERN
19. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY ITEMS PURCHASED
AND SELF-LATCHING
I
1 3/4' TOP OF
RAIL
I
i
SERVICES OR EXTRA WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER
II
FOLLOWED BY A CHANGE ORDER.
RA
»7
t
TO E LOCATED
D
E VICE B
DO SIDE MIN. 3
N THE L
O E P
21. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND
I
12
II
` F
�top�vl^, {
`�..
LCD
W TOP AT TO
GATE BEL
O P
CONSTRUCTION. CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES.
f
V7
,4 RACE
22. THE ARCHITECT / INTERIOR DESIGNER / OWNER HAS THE RIGHT TO
COMPLY W ITH F .B .G.
REFUSE ANY MATERIAL AND WORKMANSHIP THAT DOES NOT MEET HIGHEST
QUALITY STANDARDS OF THE VARIOUS TRADES INVOLVED.
_
/ ? . . OATUM
Fez E.
ORDERS AND VARIATIONS THROUGHOUT THE PROGRESS OF THE WORK. USE
I
I
I
II
..
i=L.
'W
I
r
I
.
5 .F.
I
II
4.t:.
WITH WIRE
FENCE
I
t
'
OLD CHIC
O IBRICIc
DRIVEWAY
BORDER
A
V��l
cs
I
..
'V I
ij
Ti'
LINE 100.00'
W. M. IN
PROPOSED 670
�
C.B.
SEWER LATERAL
d)
4
(SEE CIVIL PLANS
± 10' PIUY
(HIGHEST CROWN
OF ROAD ELEVATION)
8.47'
192' ASPHALT PVMT,
SW &3rd 6T4t`�<EET
50' TOTAL
RIGHT- OF -WA`r
vle o
/I /I
NEW 4' GLF.
EXIST. (0' W.F.
ZONING CALCULATIONS RS-3:
LOT AREA : 140M SQ FT.
GROUND FL. A/C AREA : 3 ;52 Sa FT.
GARAGE AREA : 496 3Q. FT.
REAR COVERED TERRACE s 253 SQ. FT.
COVERED ENTRY; 168 Sc:, FT.
TOTAL LOT COVERAGE : 4,169 SGL FT.
DOOR NOTES: GENERAL NOTES
COMPONENTS OF MEANS OF ESCAPE
A. NO DOOR IN THE PATH OF MEANS OF ESCAPE SHALL BE LESS 1. CONCRETE SHALL HAVE 3,000 PSI COMPRESSIVE STRENGTH AT
THAN 28" WIDE EXCEPT THAT BATHROOM DOORS MAY BE 24" WIDE 28 DAYS, UNLESS OTHERWISE NOTED (U.O.N.).
UNLESS A LAGER DOOR OPENING IS REQUIRED TO SATISFY 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS, AND SHALL
REQUIREMENTS OF THE FLORIDA BUILDING CODE. HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI GRADE 60, AND
B. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN MEET ASTM A -A615 SPECS.
OPEN THE DOOR FROM INSIDE THE CLOSET. 3. ALL STRUCTURAL STEEL SHALL HAVE A MINIMUM YIELD STRENGTH
C. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO ALLOW THE OF 36,000 PSI, AND MEET ASTM A -36 SPECS.
OPENING. OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. 4. ALL DETAILING, FABRICATION AND PLACING OF REINFORCING
BARS MUST FOLLOW THE ACI "MANUAL OF STANDARD PRACTICE FOR
D. DOORS MAY BE SWINGING OR SLIDING AND ARE EXEMPT FROM THE DETAILING REINFORCED CONCRETE STRUCTURES U.O.N.
REQUIREMENTS OF THE FLORIDA BUILDING GORE. 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
MAX. BLDG. COVERAGE :
4,200 60. FT. (309. MAX)
E. NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS
AT JOB SITE BEFORE STARTING WORK. DISCREPANCIES SHALL
BLDG. COVERAGE PROVIDED :
4,169 50. FT.
WHEN THE BUILDING IS OCCUPIED. ALL LOCKING DEVICES WHICH IMPEDE
BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER
10' -1'
RIGHT SIDE
OR PROHIBIT EGRESS OR WHICH CANNOT BE EASILY DISENGAGED SHALL
BEFORE PROCEEDING WITH THE WORK.
MAX. IMPERVIOUS AREA:
5000 SQ. FT. (40% MAX)
BE PROHIBITED.
p
IMPERVIOUS COVERAGE PROVIDED :
5,598 SQ. FT.
4.
6. STRUCTURAL DRAWINGS SHALL COORDINATED TOGETHER WITH ARCHI-
SIZE AND AMOUNT OF REBARS ARE AS PER SCHEDULES,
SECURITY AND FORCED ENTRY PREVENTION
TECTURAL, A /C, ELECTRICAL AND MECHANICAL DWGS., TO LOCATE
INACTIVE LEAF SHALL HAVE MULTIPLE POINTS OF LOCKS WITH 5/8"
12. CONTRACTOR SHALL OBTAIN LATEST SET OF DRAWINGS, INCLUDING
OPENINGS, DRAINS, SLEEVES, SLOPES, DEPRESSED SLABS, BOLTS,
FLOOD ZONE :
X
5.
CURBS, ETC.
13. DO NOT SUBSTITUTE MATERIALS, EQUIPMENT, OR METHODS OF
, �; ,}; q
1. PROVIDE INTRUSION AND BURGLARY SECURITY DEVICES
CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN
RECORDS OF MIAMI -DADE COUNTY, FLORIDA.'
PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCKS AND
APPROVED IN WRITING BY THE OWNER / ARCHITECT / ENGINEER.
7. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI -318
LATCHES.
RAILS
2. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"
SETBACKS
6.
FORCE OF 300 LB. APPLIED IN ANY MOVEABLE DIRECTION AND IN
8. REMOVAL OF FORMWORK SHALL BE IN ACCORDANCE WITH ACI -347
:
REMOVEABLE PINS AND NON- EXPOSED SCREWS.
ACCORDANCE WITH RESISTANCE STANDARDS.
LOCATION
REQUIRED
PROVIDED
FRONT
25' -0'
25' -0'
LEFT SIDE
10' -0'
10' -1'
RIGHT SIDE
10' -0
10' -0'
REAR
25' -0'
35' -0'
MAXIMUM HEIGHT ALLOWED = 25' TO MEDIAN OF ROOF
POOL SETBACKS :
LOCATION
REQUIRED
PROVIDED
FRONT
FRONT BLDG LINE
120' -0'
LEFT SIDE
10' -0'
31' -3'
RIGHT SIDE
10' -0'
22' -8'
REAR
10' -0'
IO' -0'
4' -0' HIGH, (2)4' -0' WIDE
ALUM. ACCESS GATES WITH
SELF- CLOSING DEVICE
AND SELF - LATCHING
DEVICE TO BE LOCATED
ON THE POOL SIDE MIN. 3'
BELOW TOP OF GATE TO
COMPLY WITH F.B.G.
ui
t�
nu
1J-
1L
_THICK
BUSHES
2 1/4' POST
8' -6' Q.G. -7
N 24. THE CONTRACTOR SHALL DELIVER THE ANNOTATED JOB RECORD SET TO
THE OWNER UPON COMPLETION OF THE WORK AS A CONDITION OF
1 3/4' BOTTOM RAIL ACCEPTANCE.
NOTES:
OUTSIDE DIAMETER 25. CLEANING AND DEBRIS REMOVAL, THE OWNER SHALL RECIEVE THE
SENT TIE WIRE TO BE SECURED TO 1 3/4' I'h CONC. FTG. x IS' PROPERTY FREE FROM DUST, ALL GLASS SURFACES SHALL BE CLEAN AND EEF FOR ALL
TOP RAIL. NEW C.LF POSTS. DEBRIS SHALL BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL
MAINTAIN THE FLOOR CLEAN DURING CONSTRUCTION PROGRESS.
TO BE UNDER SEPARATE PERMITI LEFTOVERS FORM MEALS CONSUMED ON PREMISES SHALL BE DEPOSITED IN
SEALED CONTAINERS. THE CONTRACTOR SHALL CLEAN SITE ONCE PER
CHAIN LINK F NG DETAIL
WEEK TO THE OWNERS SATISFACTION.
1
S 26. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS
Sr-'ALE : N.T.S.
OF CONSTRUCTION AND FOR THE SEQUENCES AND PROCEDURES TO BE USED.
27. FOR BURGLARY INTRUSION NOTES REFER TO "METROPOLITAN DADE
COUNTY CODE" SECTION BC 18.
28. THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL GOVERN THE
NOTE LOCATIONS OF THE INSTALLATIONS OF THE MECHANICAL AND ELECTRICAL
OPPOSITE GATE IS MIRROR SYSTEM. CONTRACTOR MUST INFORM THE ARCHITECT BEFORE FORMING ANY
SIMILAR IN DOUBLE GATE /
1 -3 4 " TOP RAIL
CONCRETE BEAM IF INTERFERING WITH A/C DUCT OR PLUMBING FIXTURES
SELF CLOS IN G HINGE G E 9 -0 WIDE x 5'-0" HIGH DOUBLE EXACT LOCATION. ANY DEVIATION FROM THE MECHANICAL ELECTRICAL
TYP. OF 4 EACH GATE CHAIN LINK GATE, SELF CLOSING PLANS TO ACCOMODATE THE ABOVE CONDITIONS SHALL BE MADE WITHOUT
4"- METAL POST SELF LATCHING. ADDITIONAL COST TO THE OWNER.
29. THE CONTRACTOR SHALL PRODUCE, BY MEANS OF SHOP DRAWINGS, ALL
NEW 6' -0" HIGH CHAIN LINK FENCE WITH ADDITIONAL DETAILS WHICH ARE INFERABLE FROM THESE PLANS AND
2 -1/2" 0 METAL POSTS AT 8' -0" MAX.
C)* U m
Z
E--�I m
@3
F� C
� � v
WOE a
f� O 0-4
E--i
W o._
E
E-
w
0
co
0
•
•
\J L
.. x
LO
O O
W
W
G
U �
W
A �+
v) E i
W U
fY LO
PROVIDE 4 "- METAL POSTS AT GATES
SURFACE MOUNTED TENSION SPRING
RECOMMENDED PRACTICE FOR CONCRETE FORMWORK.
3.
ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY
9. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ARCHITECT/
BEFORE THE WORK COMMENCES.
OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE
ENGINEER'S APPROVAL.
KEY CHANGES OR LOCKING AUXILLIARY SINGLE DEAD BOLT WITH
U°
uushine8�1
HARDENED BOLT INSERTS.
10. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN.
p
TYPICAL SL
11. REBARS SHOWN ON SECTIONS ARE FOR PLACEMENT DETAIL ONLY,
4.
THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE
SIZE AND AMOUNT OF REBARS ARE AS PER SCHEDULES,
SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE
' I
O
INACTIVE LEAF SHALL HAVE MULTIPLE POINTS OF LOCKS WITH 5/8"
12. CONTRACTOR SHALL OBTAIN LATEST SET OF DRAWINGS, INCLUDING
THE FOLLOWING ITEMS:,
MIN. THROW BOLTS WITH INSERTS.
ANY REVISIONS, BEFORE STARTING CONSTRUCTION.
5.
JAMBS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS SHALL BE
13. DO NOT SUBSTITUTE MATERIALS, EQUIPMENT, OR METHODS OF
, �; ,}; q
RABBETTTED OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE
CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN
RECORDS OF MIAMI -DADE COUNTY, FLORIDA.'
PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCKS AND
APPROVED IN WRITING BY THE OWNER / ARCHITECT / ENGINEER.
11.4
LATCHES.
RAILS
FENCES
14. THIS OFFICE DOES NOT ACCEPT ANY RESPONSIBILITY FOR THE
6.
HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON
INTERPRETATION OF THESE PLANS BY OTHERS, UNLESS REQUESTED
REMOVEABLE PINS AND NON- EXPOSED SCREWS.
IN WRITING, AND IT IS GIVEN THE AUTHORITY TO CHECK AND
APPROVE SHOP DRAWINGS, AND TO VERIFY THE ACTUAL PLACING OF
7.
GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN
REBARS IN THE FIELD
NATIONAL STANDARDS ISTITUTE'S STANDARD 297.1.
15. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF LOCAL
ORDINANCES AND THE "FLORIDA BUILDING CODE ". CURRENT
8.
VISION PANEL EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40 OF
EDITION.
THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWING DOORS
SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARD INSTITUTE'S
16. WINDOW MANUFACTURER TO VERIFY ALL WINDOW OPENINGS AT FIELD
STANDARD 297.1.
PRIOR TO WINDOW PLACEMENT.
9.
WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL
17. NO TIE BEAMS SHALL BE FORMED / POURED PRIOR TO TRUSS SHOP
CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND
DRAWINGS APPROVAL.
SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MAGS
ASSOCIATION STANDARDS FOR FORCE ENTRY RESISTANCE , AAMA 13033
18. ARCHITECT / ENGINEER'S VISITS AT THE SITE
PROVIDE LOCKS EXTERIOR WINDOWS SHALL BE LOCKED WITH DEVICE
DURING CONSTRUCTION SHALL BE SCHEDULED WITH CONTRACTOR
CAPABLE OF WITHSTANDING A FORCE OF 150 LB. APPLIED IN AN OPERABLE
BEFORE COMMENCING OF WORK AND DURING CONSTRUCTION SHALL BE
DIRECTION.
COORDINATED WITHIN 24 HOURS IN ADVANCE PRIOR TO INSPECTION.
10. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE
19. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY ITEMS PURCHASED
OR VISION PANELS.
BY THE OWNER AND GIVEN TO THE CONTRACTOR FOR INSTALLATION.
1 3/4' TOP OF
RAIL
20. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL
SERVICES OR EXTRA WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER
FOLLOWED BY A CHANGE ORDER.
t
21. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND
a ,z I_ _
R
PAY FOR ALL SANITARY FACILITIES, BARRICADES, ENCLOSURES, AND
FENCING AS NEEDED FOR AND DURING THE PROGRESS OF
CONSTRUCTION. CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES.
V7
22. THE ARCHITECT / INTERIOR DESIGNER / OWNER HAS THE RIGHT TO
REFUSE ANY MATERIAL AND WORKMANSHIP THAT DOES NOT MEET HIGHEST
QUALITY STANDARDS OF THE VARIOUS TRADES INVOLVED.
23. THE CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF CHANGE
Fez E.
ORDERS AND VARIATIONS THROUGHOUT THE PROGRESS OF THE WORK. USE
ONE SET OF DOCUMENTS EXCLUSIVELY FOR THIS JOB.
N 24. THE CONTRACTOR SHALL DELIVER THE ANNOTATED JOB RECORD SET TO
THE OWNER UPON COMPLETION OF THE WORK AS A CONDITION OF
1 3/4' BOTTOM RAIL ACCEPTANCE.
NOTES:
OUTSIDE DIAMETER 25. CLEANING AND DEBRIS REMOVAL, THE OWNER SHALL RECIEVE THE
SENT TIE WIRE TO BE SECURED TO 1 3/4' I'h CONC. FTG. x IS' PROPERTY FREE FROM DUST, ALL GLASS SURFACES SHALL BE CLEAN AND EEF FOR ALL
TOP RAIL. NEW C.LF POSTS. DEBRIS SHALL BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL
MAINTAIN THE FLOOR CLEAN DURING CONSTRUCTION PROGRESS.
TO BE UNDER SEPARATE PERMITI LEFTOVERS FORM MEALS CONSUMED ON PREMISES SHALL BE DEPOSITED IN
SEALED CONTAINERS. THE CONTRACTOR SHALL CLEAN SITE ONCE PER
CHAIN LINK F NG DETAIL
WEEK TO THE OWNERS SATISFACTION.
1
S 26. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS
Sr-'ALE : N.T.S.
OF CONSTRUCTION AND FOR THE SEQUENCES AND PROCEDURES TO BE USED.
27. FOR BURGLARY INTRUSION NOTES REFER TO "METROPOLITAN DADE
COUNTY CODE" SECTION BC 18.
28. THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL GOVERN THE
NOTE LOCATIONS OF THE INSTALLATIONS OF THE MECHANICAL AND ELECTRICAL
OPPOSITE GATE IS MIRROR SYSTEM. CONTRACTOR MUST INFORM THE ARCHITECT BEFORE FORMING ANY
SIMILAR IN DOUBLE GATE /
1 -3 4 " TOP RAIL
CONCRETE BEAM IF INTERFERING WITH A/C DUCT OR PLUMBING FIXTURES
SELF CLOS IN G HINGE G E 9 -0 WIDE x 5'-0" HIGH DOUBLE EXACT LOCATION. ANY DEVIATION FROM THE MECHANICAL ELECTRICAL
TYP. OF 4 EACH GATE CHAIN LINK GATE, SELF CLOSING PLANS TO ACCOMODATE THE ABOVE CONDITIONS SHALL BE MADE WITHOUT
4"- METAL POST SELF LATCHING. ADDITIONAL COST TO THE OWNER.
29. THE CONTRACTOR SHALL PRODUCE, BY MEANS OF SHOP DRAWINGS, ALL
NEW 6' -0" HIGH CHAIN LINK FENCE WITH ADDITIONAL DETAILS WHICH ARE INFERABLE FROM THESE PLANS AND
2 -1/2" 0 METAL POSTS AT 8' -0" MAX.
C)* U m
Z
E--�I m
@3
F� C
� � v
WOE a
f� O 0-4
E--i
W o._
E
E-
w
0
co
0
•
•
\J L
.. x
LO
O O
W
W
G
U �
W
A �+
v) E i
W U
fY LO
PROVIDE 4 "- METAL POSTS AT GATES
SURFACE MOUNTED TENSION SPRING
WHICH ARE NECESSARY FOR THE EXECUTION AND COMPLETION OF THE
WORK. ALL SHOP DRAWINGS ARE TO BE APPROVED BY TEH ARCHITECT
vi
1 -3/4" TOP RAIL
AT TOP AND BOTTOM OF EACH GATE
BEFORE THE WORK COMMENCES.
z
4' C.L.F.
30. THE CONTRACTOR MUST FURNISH ALL LABOR, TOOLS, MATERIALS AND
U°
uushine8�1
O
EQUIPMENT NECESSARY TO EXECUTE THE CONSTRUCTION OF THIS JOB.
p
TYPICAL SL
GLOSCI'JC I�OUSL
31. UPON ACCEPTANCE AS SUBSTANTIALLY COMPLETE, THE ARCHITECT
GATE DETAIL
SHALL ISSUE THE CONTRACTOR A "PUNCHLIST ", INDICATING THE
OBSERVED DEFICIENCIES IN THE WORK. THE CONTRACTOR SHALL MAKE
' I
O
SCALE: N.T.S.
N
SITS PLAN
SCALE : 1 /8' = 1' -0'
2 SUCH CORRECTIONS AND ACHIEVE FINAL COMPLETION WITHIN 14
CALENDAR WORKING DAYS.
32. CONTRACTOR TO VERIFY THAT THERE ARE NO PERTINENT FEATURES
SOIL STATEMENT : ON THE ADJACENT PROPERTIES AND ACROSS THE STREET
THAT MAY AFFECT THE ONSITE SEWAGE TREATMENT nl
SOIL AT THIS SITE IS SAND t ROCK ADEQUATE TO SUPPORT THE AND DISPOSAL SYSTEM INSTALLATION. t/!
DESIGN LOAD OF 2000 PSF. AFTER EXCAVATION SIGNED AND q .4. 0
SEALED LETTER WILL BE SUBMITTED BY THE ARCHITECT OR THE 0
ENGINEER ATTESTING: THAT THE SITE HAS BEEN OBSERVED AND THE
FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE V
DESIGN 15 BASED ON. CD
LEGAL DESCRIPTION :
THE EAST 15 FEET OF THE WEST 205 FEET OF THE SOUTH 140 FEET OF
TRACT M OF THE REVISED PLAT OF THE AMENDED PLAT OF PALM
MIAMI HEIGHTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN
C
PLAT BOOK 43, AT PAGE 31, FORMERLY KNOWN AS EAST j OF LOT 23
uushine8�1
O
AND LOT 22, BLOCK 18, OF THE PLAT OF RECORD IN PLAT BOOK 25,
~
TO
m
�'
AT PAGE 31. ALSO THE WEST I OF LOT 21 OF BLOCK 18 OF THE
RC3V ; . :WHEN ,
A-1
APPLICABLE,
IS REQUIRED FOR
THE FOLLOWING ITEMS:,
AMENDED PLAT OF PALM MIAMI HEIGHTS, ACCORDING TO THE PLAT
THEREOF AS IN 25, 31, OF THE
7d
-_ °°
`
WOOD TRUSSES
v
RECORDED PLAT BOOK PAGE PUBLIC
, �; ,}; q
0
O
RECORDS OF MIAMI -DADE COUNTY, FLORIDA.'
" cd
>~ ,t;
11.4
uushine8�1
sheet no.
TO
m
A SEPARATE
PERMIT AND PRODUCT CONTROL
sheet no.
ptl1
A SEPARATE
PERMIT AND PRODUCT CONTROL
RC3V ; . :WHEN ,
A-1
APPLICABLE,
IS REQUIRED FOR
THE FOLLOWING ITEMS:,
STRUCTURAL GLAZING
WOOD TRUSSES
DOORS
ROOFING '`WINDOWS
RIDGE VENTILATION
CURTAIN WALLS
MULLIONS
SIGNS GLASS WALL
I of (p
PRECAST SYSTEMS
HANDRAILS
RAILS
FENCES
STORM SHUTTERS
STEEL JOISTS
STORE FRONT
AWNINGS