13-1205-002EXIST. 6' W.F.
THICK
BUSHES
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NEW 4' C.L.F.
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PROPERTY LINE 100.001
NEW 4' C.LF.
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PROPERTY LINE 100,00
W W.M. IN
C.B.
10' PWY
(HIGHEST CROWN
OF ROAD ELEVATION)
8.47'
t
192' ASPHALT PVT" IT.
+ SW 03rd 5TfREET__
50' TOTAL
RIGHT -OF -WAY
NEW 4' CLF.
EXIST. 6' W.F.
ZONING CALCULATIONS RS -3:
LOT AREA : 14000 SQ. FT.
GROUND FL. A/C AREA s 3 ;52 SQ. FT.
GARAGE AREA : 496 SQ. FT.
REAR COVERED TERRACE : 253 SQ. FT.
COVERED ENTRY : 168 SQ. FT.
TOTAL LOT COVERAGE : 4,169 SQ. FT.
MAX. BLDG. COVERAGE :
4,200 $0, FT. (30go MAX)
E. NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS
AT JOB SITE BEFORE STARTING WORK. DISCREPANCIES SHALL
DOOR NOTES:
GENERAL NOTES
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COMPONENTS OF MEANS OF ESCAPE
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OR PROHIBIT EGRESS OR WHICH CANNOT BE EASILY DISENGAGED SHALL
BE PROHIBITED.
PSI STRENGTH .
10' -0'
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A. NO DOOR IN THE PATH OF MEANS OF ESCAPE SHALL BE LESS
1. CONCRETE SHALL HAVE 3,000 CO'APRESSIY^_ .T
-`
28 DAYS, UNLESS OTHERWISE NOTED~(L".O.N.).
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THAN 28" WIDE EXCEPT THAT BATHROOM DOORS MAY BE 24" WIDE
STORM SHUTTERS
SECURITY AND FORCED ENTRY PREVEN'T'ION
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UNLESS A LAGER DOOR OPENING IS REQUIRED TO SATISFY
2. ALL REINFORCING STEEL SHALL BE DEFORMED t ARS,_ AND SHALL
X
pp 07
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI GRADE 60, AND
-
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O V b
B. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN
OPEN THE DOOR FROM INSIDE THE CLOSET.
MEET ASTM A -A615 SPECS.
3. ALL STRUCTURAL STEEL SHALL Hi QF A MINIMUM YIE3 -D STRENGTH
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C. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO ALLOW THE
OF 36,000 PSI, AND MEET ASTM A -36- 3PFCS-- -
4. ALL DETAILING, FABRICATION AND PLACING OF REINFORCING
-
OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY.
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BARS MUST FOLLOW THE ACI "MANUAL OF STANDARD PRACTICE FOR
v°
D. DOORS MAY BE SWINGING OR SLIDING AND ARE EXEMPT FROM THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
DETAIUNG REINFORCED CONCRETE STRUCTURES ", U.O.N.
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5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
ADJACENT PROPERTIES AND ACROSS THE STREET
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MAX. BLDG. COVERAGE :
4,200 $0, FT. (30go MAX)
E. NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS
AT JOB SITE BEFORE STARTING WORK. DISCREPANCIES SHALL
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BLDG. COVERAGE PROVIDED :
4,169 60. FT.
WHEN THE BUILDING IS OCCUPIED. ALL LOCKING DEVICES WHICH IMPEDE
BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER
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MAX. IMPERVIOUS AREA:
5,600 SQ. FT. (409. MAX)
OR PROHIBIT EGRESS OR WHICH CANNOT BE EASILY DISENGAGED SHALL
BE PROHIBITED.
BEFORE PROCEEDING WITH THE WORK.
10' -0'
IMPERVIOUS COVERAGE PROVIDED :
5,598 SQ. FT.
PRECAST SYSTEMS
6. STRUCTURAL DRAWINGS SHALL COORDINATED TOGETHER WITH ARCHI-
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FENCES 5 ,t '•'.,; "±
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STORM SHUTTERS
SECURITY AND FORCED ENTRY PREVEN'T'ION
TECTURAL, A /C, ELECTRICAL AND MECHANICAL DWGS., TO LOCATE
OPENINGS, DRAINS, SLEEVES, SLOPES, DEPRESSED SLABS, BOLTS,
AWNINGS
FLOOD ZONE :
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FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE
CURBS ETC
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R1��001i116i 44-m
LOCATION
REQUIRED
PROVIDED
FRONT
25' -0'
25' -0'
LEFT SIDE
10' -0'
10' -1'
RIGHT SIDE
10' -0'
221 -8'
REAR
25'-0'
10' -0'
MAXIMUM HEIGHT ALLOWED - 25' t0 MEDIAN OF ROOF
LOCATION
REQUIRED
PROVIDED
FRONT
FRONT BLDG LINE
120' -0'
LEFT SIDE
10' -0''
31' -3'
RIGHT SIDE
10' -0' :
221 -8'
REAR
10' -0'
10' -0'
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NOTES:
�d OUTSIDE DIAMETER
n BENT t TIE WIRE TO BE SECURED TO 13/4'
lt_ TOP RAIL.
n 011E L TO BE UNDER SEPARATE PERMIT
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SCALE N.T.S.
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�- SLIGHTLY a Or �..tuHT..Y LI,"v1tTEA3 SOIL NOTE
.:. uTsO'v5 Or D tNFll :l3 OPPOSITE GATE IS MIRROR
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/� SIMILAR IN DOUBLE GATE
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Ora AREA SELF CLOSING HINGE
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4+ T I.E °. T 2 F•'F:; 4 IDE.R AID LONGER`THAN THE TYP. OF 4 EACH GATE
PF?OPOSED AHSORPTIOt4 BED OR OPAIN TRENCH
4 "N METAL POST
NEW 6' -0" HIGH CHAIN LINK FENCE WITH
2 -1/2" 0 METAL POSTS AT 8' -0" MAX.
PROVIDE 4 "- METAL POSTS AT GATES
1 -3/4 ", TOP RAIL -,
4' C.Lr -.
ie contractor (or desigmeel is required to P4009n a soil
sg adjacent to the drainf laid excavation at 04 time of final
)ection. Prior to Final Approval, the FDOM lrasg' 00r shall
ess the soil boring And compare the results S4 Of orlgiral
evaluation subrrr4i"d, A IRlnspection fee will lsa,ssess8d
the contractof It t14t Al 04 Jobsite at the afr 4P4 Sims,
1. PROVIDE INTRUSION AND BURGLARY SECURITY DEVICES �' \ E�
7. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI -318 ( ) Z
2. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"
FORCE OF 300 LB. APPLIED IN ANY MOVEABLE DIRECTION AND IN 8, REMOVAL OF FORMWORK SHALL BE IN ACCORDANCE WITH ACI -347 r"
ACCORDANCE WITH RESISTANCE STANDARDS.
"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/ �
OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE ENGINEER'S APPROVAL. q
KEY CHANGES OR LOCKING AUXILUARY SINGLE DEAD BOLT WITH
HARDENED BOLT INSERTS. 10. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. o
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
INACTIVE LEAF SHALL HAVE MULTIPLE POINTS OF LOCKS WITH 5/8" 12. CONTRACTOR SHALL OBTAIN LATEST SET OF DRAWINGS, INCLUDING
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
RABBETTTED OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN
PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCKS AND APPROVED IN WRITING BY THE OWNER / ARCHITECT / ENGINEER.
LATCHES. 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 W 0
REMOVEABLE PINS AND NON - EXPOSED SCREWS. IN WRITING, AND IT IS GIVEN THE AUTHORITY TO CHECK AND w
APPROVE SHOP DRAWINGS, AND TO VERIFY THE ACTUAL PLACING OF
7. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN REBARS IN THE FIELD W
NATIONAL STANDARDS ISTITUTE'S STANDARD 297.1. 15. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF LOCAL �••i�•�
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 F�
CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND DRAWINGS APPROVAL_
SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MAGS 18, ARCHITECT /ENGINEER'S VISITS AT THE SITE
ASSOCIATION STANDARDS FOR FORCE ENTRY RESISTANCE , AAMA 13033
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
g SERVICES OR EXTRA WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER
FOLLOWED BY A CHANGE ORDER.
a
t 21. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND
PAY FOR ALL SANITARY FACILITIES, BARRICADES, ENCLOSURES, AND
FENCING AS NEEDED FOR AND DURING THE PROGRESS OF
vet ,, CONSTRUCTION. CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES.
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22. THE ARCHITECT / INTERIOR DESIGNER / OWNER HAS THE RIGHT TO
y 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
FGE. ORDERS AND VARIATIONS THROUGHOUT THE PROGRESS OF THE WORK. USE
ONE SET OF DOCUMENTS EXCLUSIVELY FOR THIS JOB.
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.
25. 1 CLEANING AND DEBRIS REMOVAL. THE OWNER SHALL RECIEVE THE
I'4 CONC. FTG. X 18' PROPERTY FREE FROM DUST, ALL GLASS SURFACES SHALL BE CLEAN AND
DEEP FOR ALL DEBRIS SHALL BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL
SEW C.L.F. POSTS.
MAINTAIN THE FLOOR CLEAN DURING CONSTRUCTION PROGRESS.
LEFTOVERS FORM MEALS CONSUMED ON PREMISES SHALL BE DEPOSITED IN
SEALED CONTAINERS. THE CONTRACTOR SHALL CLEAN SITE ONCE PER
+ WEEK TO THE OWNERS SATISFACTION. .> x
26. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS
_ 5
- O CONSTRUCTION AND FOR THE SEQUENCES AND PROCEDURES TO BE USED. 0
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27. FOR BURGLARY INTRUSION NOTES REFER TO "METROPOLITAN DADE
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COUNTY CODE" SECTION 8C/18.
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28. THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL GOVERN THE (�
LOCATIONS OF THE INSTALLATIONS OF THE MECHANICAL AND ELECTRICAL
- " SYSTEM. CONTRACTOR MUST INFORM THE ARCHITECT BEFORE FORMING ANY in
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`1 3 4 TOP RAIL
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CONCRETE BEAM IF INTERFERING WITH A/C DUCT OR PLUMBING FIXTURES
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9 -0 WIDE x 5'-0" HIGH, DOUBLE EXACT LOCATION. ANY DEVIATION FROM THE MECHANICAL ELECTRICAL
CHAIN LINK GATE, SELF CLOSING PLANS TO ACCOMODATE THE ABOVE CONDITIONS SHALL BE MADE WITHOUT
SELF LATCHING. ADDITIONAL COST TO THE OWNER.
29. THE CONTRACTOR SHALL PRODUCE, BY MEANS OF SHOP DRAWINGS, ALL
ADDITIONAL DETAILS WHICH ARE INFERABLE FROM THESE PLANS AND
WHICH ARE NECESSARY FOR THE EXECUTION AND COMPLETION OF THE E-4
SURFACE MOUNTED TENSION SPRING WORK. ALL SHOP DRAWINGS ARE TO BE APPROVED BY TEH ARCHITECT to
AT TOP AND BOTTOM OF EACH GATE BEFORE THE WORK COMMENCES Z
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30. THE CONTRACTOR MUST FURNISH ALL LABOR, TOOLS, MATERIALS AND 0
TYPICAL �+ ' ( 1 EQUIPMENT NECESSARY TO EXECUTE THE CONSTRUCTION OF THIS JOB. 0
�7�� CLOSING DO1.t�1... 31. UPON ACCEPTANCE AS SUBSTANTIALLY COMPLETE, THE ARCHITECT a
SHALL ISSUE THE CONTRACTOR A "PUNCHUST ", INDICATING THE I I
GATE DETAIL OBSERVED DEFICIENCIES IN THE WORK. THE CONTRACTOR SHALL MAKE
SCALE: N.T.S.
I�
SITE PLAN
SCALE : vs' = V -0'
2 SUCH CORRECTIONS AND ACHIEVE FINAL COMPLETION WITHIN 14
CALENDAR WORKING DAYS.
32. CONTRACTOR TO VERIFY THAT THERE ARE NO PERTINENT FEATURES
. Ltd, �a EP -11 1 SOIL STATEMENT : ON THE ADJACENT PROPERTIES AND ACROSS THE STREET
SOIL AT THIS SITE IS SAND t ROCK ADEQUATE TO SUPPORT THE THAT MAY AFFECT THE INSTAL SEWAGE TREATMENT
:� .t ,,., ., . �, AND DISPOSAL SYSTEM INSTALLATION.
;a`L r C7IOi;f DESIGN LOAD OF 2000 PSF. AFTER EXCAVATION SIGNED AND
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REQUIRED FOR
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SEALED LETTER WILL BE SUBMITTED BY THE ARCHITECT OR THE
WOOD TRUSSES
DOORS
ROOFING.. •t WWD-6
RIDGE VENTILATION
CURTAIN WALLS
MULLIONS
GSSe;filAl� �` ' �`' of 6
SIGNS .E' ' "LA
PRECAST SYSTEMS
ENGINEER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE
RAILS
FENCES 5 ,t '•'.,; "±
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STORM SHUTTERS
STEEL JOISTS
STORE FRONT
AWNINGS
FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE
�
-
DESIGN IS BASED ON.
-
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LEGAL DESCRIPTION
THERE ARE NO PERTINENT FEATURES ON THE
ADJACENT PROPERTIES AND ACROSS THE STREET
THE EAST 15 FEET OF THE WEST 205 FEET OF THE SOUTH 140 FEET OF
THAT MAY AFFECT THE ONSITE SEWAGE TREATMENT
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TRACT 19 OF THE REVISED PLAT OF THE AMENDED PLAT OF PALM
AND DISPOSAL SYSTEM INSTALLATION.
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MIAMI HEIGHTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN
PLAT BOOK 43, AT PAGE 31, FORMERLY KNOWN AS EAST J OF LOT 23
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AND LOT 22, BLOCK 18, OF THE PLAT OF RECORD IN PLAT BOOK 25,
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AT PAGE 31. ALSO THE WEST J OF LOT 21 OF BLOCK 18 OF THE
_
AMENDED PLAT OF PALM MIAMI HEIGHTS, ACCORDING TO THE PLAT
THEREOF AS RECORDED IN PLAT BOOK 25, PAGE 31, OF THE PUBLIC
4,
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RECORDS OF MIAMI -DADE COUNTY, FLORIDA.
sheet no.
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REQUIRED FOR
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STRUCTURAL GLAZING
WOOD TRUSSES
DOORS
A SEPARATE PERMIT AND PRODUCT CONTROL
APPROVAL,
APPLICABLE, IS
REQUIRED FOR
THE FOLLOWING ITEM:
STRUCTURAL GLAZING
WOOD TRUSSES
DOORS
ROOFING.. •t WWD-6
RIDGE VENTILATION
CURTAIN WALLS
MULLIONS
GSSe;filAl� �` ' �`' of 6
SIGNS .E' ' "LA
PRECAST SYSTEMS
HANDRAILS
RAILS
FENCES 5 ,t '•'.,; "±
\\�n
STORM SHUTTERS
STEEL JOISTS
STORE FRONT
AWNINGS