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NEW 4' C.L.P.
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OVERHEAD
WIRES
EXIST. 6' W.F.
U.P. fi ROFERT r LINE 100.00
NEW 4' C.L.F.
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POOL SWIMMING
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(BY OTHERS) (BY OTHERS) ,
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OVERHEAD I , l
WIRES `
- - - - - - -- � � D 12 12O
--- - - - - -- - - - -- -- - --
1000
Of))10
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1
(HIGHEST CROWN
OF ROAD ELEVATION)
8.47'
19.2' ASPHALT PVMT.
SW 03rd
50' TOTAL
RIGHT -OF -WAY
5 T F%��E E T_ -
NEW 4' C.L.F.
EXIST. G' W.F.
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.C.
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THICK
BUSHES
4' Cl F.
ZONING CALCULATIONS RS -3:
LOT AREA; 14000 SQ. FT.
GROUND FL. A/C .4RBA : 3 ,252 SQ. FT.
GARAGE AREA : 496 SQ FT.
REAR COVERED TERRACE s 253 SQ. FT.
COVERED ENTRY : 16e SQ FT,
TOTAL LOT COVERAGE s 4,169 Sa FT.
MAX. BLDG. COVERAGE :
BLDG. COVERAGE PROVIDED :
MAX. IMPERVIOUS AREA :
IMPERVIOUS COVERAGE PROVIDED :
5 • • r bwo
A
DOOR COMP NENTS� OF MEANS OF ESCAPE GENERAL NOTES
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 DETAILNG REINFORCED CONCRETE STRUCTURES ", U.O.N.
REQUIREMENTS OF THE FLORIDA BUILDING CODE. 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
4,200 SQ. FT. (3019. MAX) E. NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS AT JOB SITE BEFORE STARTING WORK. DISCREPANCIES SHALL
4,169 SQ. FT. WHEN THE BUILDING IS OCCUPIED. ALL LOCKING DEVICES WHICH IMPEDE BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER
OR PROHIBIT EGRESS OR WHICH CANNOT BE EASILY DISENGAGED SHALL BEFORE PROCEEDING WITH THE WORK.
r2kOO SQ. FT. (409, MAX) BE PROHIBITED.
5,59$ SQ. FT. 6. STRUCTURAL DRAWINGS SHALL COORDINATED TOGETHER WITH ARCHI-
SECURITY AND FORCED ENTRY PREVENTION TECTURAL, A /C, ELECTRICAL AND MECHANICAL DWGS., TO LOCATE
OPENINGS, DRAINS, SLEEVES, SLOPES, DEPRESSED SLABS, BOLTS,
X CURBS, Li V.
1. PROVIDE INTRUSION AND BURGLARY SECURITY DEVICES
7. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI -318
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
ACCORDANCE WITH RESISTANCE STANDARDS. g, REMOVAL OF FORMWORK SHALL BE IN ACCORDANCE WITH ACI -347
"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.
KEY CHANGES OR LOCKING AUXILLIARY SINGLE DEAD BOLT WITH
HARDENED BOLT INSERTS. 10. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN.
4. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE 11. REBARS SHOWN ON SECTIONS ARE FOR PLACEMENT DETAIL ONLY,
SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE SIZE AND AMOUNT OF REBARS ARE AS PER SCHEDULES.
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
REMOVEABLE PINS AND NON- EXPOSED SCREWS. IN WRITING, AND IT IS GIVEN THE AUTHORRY 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.
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
CONSTRUCTION. CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES.
�i 22. THE ARCHITECT / INTERIOR DESIGNER / OWNER HAS THE RIGHT TO
d 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
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' 50TTOM RAIL ACCEPTANCE.
25. CLEANING AND DEBRIS REMOVAL. THE OWNER SHALL RECIEVE THE
4, CONC. FTG. x 18' PROPERTY FREE FROM DUST, ALL GLASS SURFACES SHALL BE CLEAN AND
DEEP FOR ALL
NEW C.L.F. POSTS. DEBRIS SHALL BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL
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
I ( WEEK TO THE OWNERS SATISFACTION.
j- 26. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS
OF CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED.
27. FOR BURGLARY INTRUSION NOTES REFER TO "METROPOLITAN DADE
COUNTY CODE ", SECTION 8C /18.
28. THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL GOVERN THE
LOCATIONS OF THE INSTALLATIONS OF THE MECHANICAL AND ELECTRICAL
LOCATION
REQUIRED
PROVIDED
FRONT
25' -0'
25' -0'
LEFT SIDE
IO1 -0'
101 -11
RIGHT SIDE
10' -0'
22 ° -8'
REAR
10' -O'
10' -0'
MAXIMUM HEIGHT ALLOWED = 25' TO MEDIAN OF ROOF
LOCATION
REQUIRED
PROVIDED
FRONT
FRONT BLDG LINE
120' -0'
LEFT SIDE
10' -0'
31' -3'
RIGHT SIDE
10' -0'
22 ° -8'
REAR
10' -O'
10' -0'
2 114' POST •
81 -6' O.C.
NOTES:
OUTSIDE DIAMETER
BENT 4 TIE WIRE TO BE SECURED TO 1 3/4'
TOP RAIL.
TO BE UNDER SEPARATE PERMIT
,�HAIN LINK FENCE I ETA
SCALE : N.T.S.
NOTE :
OPPOSITE GATE IS MIRROR
SIMILAR IN DOUBLE GATE
SELF CLOSING HINGE
TYP. OF 4 EACH GATE
4 "- 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 -,
1 -3/4" TOP RAIL SYSTEM. CONTRACTOR MUST INFORM THE ARCHITECT BEFORE FORMING ANY
CONCRETE BEAM IF INTERFERING WITH A/C DUCT OR PLUMBING FIXTURES
9' -O" WIDE x 5' -0" HIGH, DOUBLE EXACT LOCATION. ANY DEVIATION FROM THE MECHANICAL / ELECTRICAL
CHAIN LINK GATE, SELF CLOSING 'I T Y OF SOUTH Pv,11A vl'PLANS TO ACCOMODATE THE ABOVE CONDITIONS SHALL BE MADE WITHOUT
SELF LATCHING. BUILDING DEPT. ADDITIONAL COST TO THE OWNER.
S "I'lU( TT AL SPEC -T°I tll 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
SURFACE MOUNTED TENSION SPRING PV, WORK. ALL SHOP DRAWINGS ARE TO BE APPROVED BY TEH ARCHITECT i�
AT TOP AND BOTTOM OF EACH GATE h`g ' " "� `° BEFORE THE WORK COMMENCES. Z
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4 -30. THE CONTRACTOR MUST FURNISH ALL LABOR, TOOLS, MATERIALS AND U
'r f" EQUIPMENT NECESSARY TO EXECUTE THE CONSTRUCTION OF THIS JOB.
O
TYPICAL SELF CLOSING DOU5LE 31. UPON ACCEPTANCE AS SUBSTANTIALLY COMPLETE, THE ARCHITECT a �
GA TEE EE DE"T"AIL... SHALL ISSUE THE CONTRACTOR A "PUNCHLIST ", INDICATING THE
OBSERVED DEFICIENCIES IN THE WORK. THE CONTRACTOR SHALL MAKE q I I
SCALE: N.T.S.
SITE PLAN
�« 1 /S, = V -0,
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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
SOIL AT THIS SITE IS SAND t ROCK ADEQUATE TO SUPPORT THE AND DISPOSAL SYSTEM INSTALLATION, rn
DESIGN LOAD OF 2000 PSF. AFTER EXCAVATION SIGNED AND q
SEALED LETTER WILL Bt� SUBMITTED BY THE ARCHITECT OR THE O
ENGINEER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE
FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE
DESIGN IS BASED ON.
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 cv
PLAT 500K 43, AT PAGE 31, FORMERLY KNOWN AS EAST j OF LOT 23 N O
AND LOT 22, BLOCK 16, OF THE PLAT OF RECORD IN PLAT 500K 2!�A .
AT PAGE 31. ALSO THE WEST I OF LOT 21 OF BLOCK 16 OF THE a" '
AMENDED PLAT OF PALM MIAMI HEIGHTS, ACCORDING TO THE PLAT'.
THEREOF AS RECORDED IN PLAT BOOK 25, PAGE art, OF THE PUBC
LI` " <� 0
RECORDS OF MIAMI -DADE COUNTY, FLORIDA. t, ,� 11-4
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MIAMI HEIGHTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN cv
PLAT 500K 43, AT PAGE 31, FORMERLY KNOWN AS EAST j OF LOT 23 N O
AND LOT 22, BLOCK 16, OF THE PLAT OF RECORD IN PLAT 500K 2!�A .
AT PAGE 31. ALSO THE WEST I OF LOT 21 OF BLOCK 16 OF THE a" '
AMENDED PLAT OF PALM MIAMI HEIGHTS, ACCORDING TO THE PLAT'.
THEREOF AS RECORDED IN PLAT BOOK 25, PAGE art, OF THE PUBC
LI` " <� 0
RECORDS OF MIAMI -DADE COUNTY, FLORIDA. t, ,� 11-4
b $34
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A SEPARATE
PERMIT AND PRODUCT CONTROL
"PROVA � �
APPLICABLE,
IS REQUIRED FOR
THE FOLLOWING ITEMSz`� °'
STRUCTURAL GLAZING
WOOD TRUSSES
DOORS
ROOFING WIN3aW
RIDGE VENTILATION
CURTAIN WALLS
MULLIONS
SIGNS GLASS*` ¢, 1 of 6
PRECAST SYSTEMS
HANDRAILS
RAILS
FENCES
STORM SHUTTERS
STFFI_ JOISTS
STOREFRONT
AWNINGS