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SOIL STATEMENT :
SOIL AT THIS SITE IS SAND 4 ROCK ADEQUATE TO SUPPORT THE
DESIGN LOAD OF 2000 PSF. AFTER EXCAVATION SIGNED AND
SEALED LETTER WILL 5E SUBMITTED 5Y THE ARCHITECT OR THE
ENGINEER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE
FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE
DESIGN IS BASED ON.
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GENERAL NOTES RY THFH OWNER RANnQRIVFN FTnLTHRE�ONTTRAB Tnp FOR
FnR ANY INSITEMS I ATnNPURCHASED
1. CONCRETE SHALL HAVE 3,000 PSI COMPRESSIVE STRENGTH AT
20. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL
28 DAYS, UNLESS OTHERWISE NOTED (U.O.N.).
SERVICES OR EXTRA WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS, AND SHALL
FOLLOWED BY A CHANGE ORDER.
HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI GRADE 60, AND
21. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND
MEET ASTM A -A615 SPECS.
PAY FOR ALL SANITARY FACILITIES, BARRICADES, ENCLOSURES, AND
3. ALL STRUCTURAL STEEL SHALL HAVE A MINIMUM YIELD STRENGTH
FENCING AS NEEDED FOR AND DURING THE PROGRESS OF
OF 36,000 PSI, AND MEET ASTM A -36 SPECS.
CONSTRUCTION. CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES.
4. ALL DETAILING, FABRICATION AND PLACING OF REINFORCING
22. THE ARCHITECT / INTERIOR DESIGNER / OWNER HAS THE RIGHT TO
BARS MUST FOLLOW THE ACI "MANUAL OF STANDARD PRACTICE FOR
REFUSE ANY MATERIAL AND WORKMANSHIP THAT DOES NOT MEET HIGHEST
DETAILING REINFORCED CONCRETE STRUCTURES ", U.O.N.
QUALITY STANDARDS OF THE VARIOUS TRADES INVOLVED.
5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
23. THE CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF CHANGE
AT JOB SITE BEFORE STARTING WORK. DISCREPANCIES SHALL
ORDERS AND VARIATIONS THROUGHOUT THE PROGRESS OF THE WORK. USE
BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER
ONE SET OF DOCUMENTS EXCLUSIVELY FOR THIS JOB.
BEFORE PROCEEDING WITH THE WORK.
24. THE CONTRACTOR SHALL DELIVER THE ANNOTATED JOB RECORD SET TO
6. STRUCTURAL DRAWINGS SHALL COORDINATED TOGETHER WITH ARCHI-
THE OWNER UPON COMPLETION OF THE WORK AS A CONDITION OF
TECTURAL, A /C, ELECTRICAL AND MECHANICAL DWGS., TO LOCATE
ACCEPTANCE.
OPENINGS, DRAINS, SLEEVES, SLOPES, DEPRESSED SLABS, BOLTS,
25. CLEANING AND DEBRIS REMOVAL. THE OWNER SHALL RECIEVE THE
CURBS, ETC.
PROPERTY FREE FROM DUST, ALL GLASS SURFACES SHALL BE CLEAN AND
7. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI -318
DEBRIS SHALL BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"
MAINTAIN THE FLOOR CLEAN DURING CONSTRUCTION PROGRESS.
LEFTOVERS FORM MEALS CONSUMED ON PREMISES SHALL BE DEPOSITED IN
8. REMOVAL OF FORMWORK SHALL BE IN ACCORDANCE WITH ACI -347
SEALED CONTAINERS. THE CONTRACTOR SHALL CLEAN SITE ONCE PER
"RECOMMENDED PRACTICE FOR CONCRETE FORMWORK."
WEEK TO THE OWNERS SATISFACTION.
9. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ARCHITECT/
26. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS
ENGINEER'S APPROVAL.
OF CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED.
10. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN.
27. FOR BURGLARY INTRUSION NOTES REFER TO "METROPOLITAN DADE
11. REBARS SHOWN ON SECTIONS ARE FOR PLACEMENT DETAIL ONLY,
COUNTY CODE", SECTION 8C/18.
SIZE AND AMOUNT OF REBARS ARE AS PER SCHEDULES.
28. THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL GOVERN THE
12. CONTRACTOR SHALL OBTAIN LATEST SET OF DRAWINGS, INCLUDING
LOCATIONS OF THE INSTALLATIONS OF THE MECHANICAL AND ELECTRICAL
ANY REVISIONS, BEFORE STARTING CONSTRUCTION.
SYSTEM. CONTRACTOR MUST INFORM THE ARCHITECT BEFORE FORMING ANY
CONCRETE BEAM IF INTERFERING WITH A/C DUCT OR PLUMBING FIXTURES
13. DO NOT SUBSTITUTE MATERIALS, EQUIPMENT, OR METHODS OF
EXACT LOCATION. ANY DEVIATION FROM THE MECHANICAL / ELECTRICAL
CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN
PLANS TO ACCOMODATE THE ABOVE CONDITIONS SHALL BE MADE WITHOUT
APPROVED IN WRITING BY THE OWNER / ARCHITECT / ENGINEER.
ADDITIONAL COST TO THE OWNER.
14. THIS OFFICE DOES NOT ACCEPT ANY RESPONSIBILITY FOR THE
29, THE CONTRACTOR SHALL PRODUCE, BY MEANS OF SHOP DRAWINGS, ALL
INTERPRETATION OF THESE PLANS BY OTHERS, UNLESS REQUESTED
ADDITIONAL DETAILS WHICH ARE INFERABLE FROM THESE PLANS AND
IN WRITING, AND IT IS GIVEN THE AUTHORITY TO CHECK AND
WHICH ARE NECESSARY FOR THE EXECUTION AND COMPLETION OF THE
APPROVE SHOP DRAWINGS, AND TO VERIFY THE ACTUAL PLACING OF
WORK. ALL SHOP DRAWINGS ARE TO BE APPROVED BY TEH ARCHITECT
REBARS IN THE FIELD
BEFORE THE WORK COMMENCES.
15. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF LOCAL
ORDINANCES AND THE "FLORIDA BUILDING CODE% CURRENT
30. THE CONTRACTOR MUST FURNISH ALL LABOR, TOOLS, MATERIALS AND
EDITION.
EQUIPMENT NECESSARY TO EXECUTE THE CONSTRUCTION OF THIS JOB.
16. WINDOW MANUFACTURER TO VERIFY ALL WINDOW OPENINGS AT FIELD
31. UPON ACCEPTANCE AS SUBSTANTIALLY COMPLETE, THE ARCHITECT
SHALL ISSUE THE CONTRACTOR A "PUNCHLIST ", INDICATING THE
PRIOR TO WINDOW PLACEMENT.
OBSERVED DEFICIENCIES IN THE WORK. THE CONTRACTOR SHALL MAKE
17. NO TIE BEAMS SHALL BE FORMED / POURED PRIOR TO TRUSS SHOP
SUCH CORRECTIONS AND ACHIEVE FINAL COMPLETION WITHIN 14
DRAWINGS APPROVAL.
CALENDAR WORKING DAYS.
18. ARCHITECT / ENGINEER'S VISITS AT THE SITE
32. CONTRACTOR TO VERIFY THAT THERE ARE NO PERTINENT FEATURES
DURING CONSTRUCTION SHALL BE SCHEDULED WITH CONTRACTOR
ON THE ADJACENT PROPERTIES AND ACROSS THE STREET
BEFORE COMMENCING OF WORK AND DURING CONSTRUCTION SHALL BE
THAT MAY AFFECT THE ONSITE SEWAGE TREATMENT
COORDINATED WITHIN 24 HOURS IN ADVANCE PRIOR TO INSPECTION.
AND DISPOSAL SYSTEM INSTALLATION.
ERTY LINE 135.69'
PROPERTY LINE 150.82'
DOOR NOTES:
COMPONENTS OF MEANS OF ESCAPE
A. NO DOOR IN THE PATH OF MEANS OF ESCAPE SHALL BE LESS
THAN 28" WIDE EXCEPT THAT BATHROOM DOORS MAY BE 24" WIDE
UNLESS A LAGER DOOR OPENING IS REQUIRED TO SATISFY
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
B. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN
OPEN THE DOOR FROM INSIDE THE CLOSET.
C. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO ALLOW THE
OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY.
D. DOORS MAY BE SWINGING OR SLIDING AND ARE EXEMPT FROM THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
E. NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS
WHEN THE BUILDING IS OCCUPIED. ALL LOCKING DEVICES WHICH IMPEDE
OR PROHIBIT EGRESS OR WHICH CANNOT BE EASILY DISENGAGED SHALL
BE PROHIBITED.
SECURITY AND FORCED ENTRY PREVENTION
1. PROVIDE INTRUSION AND BURGLARY SECURITY DEVICES
2. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A
FORCE OF 300 LB. APPLIED IN ANY MOVEABLE DIRECTION AND IN
ACCORDANCE WITH RESISTANCE STANDARDS.
3. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY
OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE
KEY CHANGES OR LOCKING AUXILLIARY SINGLE DEAD BOLT WITH
HARDENED BOLT INSERTS.
4. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE
SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE
INACTIVE LEAF SHALL HAVE MULTIPLE POINTS OF LOCKS WITH 5/8"
MIN. THROW BOLTS WITH INSERTS.
5. JAMBS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS SHALL BE
RABBETTTED OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE
PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCKS AND
LATCHES.
6. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON
REMOVEABLE PINS AND NON- EXPOSED SCREWS.
7. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN
NATIONAL STANDARDS ISTITUTE'S STANDARD 297.1.
8. VISION PANEL EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40 OF
THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWING DOORS
SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARD INSTITUTE'S
STANDARD 297.1.
9. WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL
CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND
SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MAGS
ASSOCIATION STANDARDS FOR FORCE ENTRY RESISTANCE , AAMA 13033
PROVIDE LOCKS EXTERIOR WINDOWS SHALL BE LOCKED WITH DEVICE
CAPABLE OF WITHSTANDING A FORCE OF 150 LB. APPLIED IN AN OPERABLE
DIRECTION.
10. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE
OR VISION PANELS.
SITE FLAN
SCALE : 1/5' = 1' -0'
7ONTNr. CAT.CTTT.ATT(1Nq Rq -`q-
SECOND FL. A/C AREA :
1,888 SQ. FT.
TOTAL A/C AREA :
4 ,259 Sa FT.
GARAGE AMA :
510 Sa FT.
REAR COVERED TERRACE :
532 SQ. FT.
COVERED ENTRY :
106 $Q FT.
TOTAL AREA :
SA08 SQ FT.
TOTAL LOT COVERAGE :
31519 SQ FT.
MAX. BLDG. COVERAGE :
4 ,298 SQ. FT. (30% MAX)
BLDG. COVERAGE PROVIDED :
3,519 SQ. FT.
MAX. IMPERVIOUS AREA:
5,131 SQ. FT. (40% MAX)
IMPERVIOUS COVERAGE PROVIDED :
5086 SQ. FT.
MAX. FLOOR AREA RATIO :
6,441 SQ. FT. (45% MAX)
FLOOR AREA RATIO PROVIDED:
4 ,259 80. FT.
FLOOD ZONE :
AH -1
SETBACKS
AWNINGS
LOCATION
REQUIRED
PROVIDED
FRONT
25' -0'
25' -2'
IST FLOOR LEFT SIDE
10' -0'
15' -6'
IST FLOOR RIGHT SIDE
10' -0'
12' -8'
IST FLOOR REAR
25' -0'
38' -0'
2ND FLOOR LEFT SIDE
15' -0'
15' -6'
2ND FLOOR RIGHT SIDE
15' -0'
15' -0'
2ND FLOOR REAR
25' -0'
50' -4'
MAXIMUM HEIGHT ALLOWED = 25' TO MEDIAN OF ROOF
POOL SETBACKS :
LOCATION
REQUIRED
PROVIDED
FRONT
FRONT BLDG LINE
IOS' -0'
LEFT SIDE
10' -0'
24' -6'
RIGHT SIDE
10' -0'
45' -6'
REAR
12'- 6'
112-8
-----------
4 "WCWS (UG) FROM WM IN
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15' -2' 1 IV
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LIMEROCK BASE OVER
WELL COMPACTED EARTH
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CHICAGO BRICK PAVERS
(40% PERVIOUS) OVER 2" SAND FILL
6" LAYER OF LIMEROCK
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CHICAGO 5RICK 1 AVER DETAIL
SCALE 3/4' = 1' -0'
IAN
F:G.E.
AIL
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OUTSIDE DIAMETER
BENT 4 TIE WIRE TO 5E SECURED TO 1 3/4' D GONG. FtG. x 18'
TOP RAIL. NEW C.FOR OSTS.
TO BE UNDER SEPARATE PERMIT
CHAIN LINK PENCE D�'1"A f
SCALE : N.T.S.
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A SEPARATE PERMIT AND PRODUCT CONTROL
APPROVAL,`,,,,,
APPLICABLE, IS
REQUIRED FOR
THE FOLLOWING ITEMS:
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STRUCTURAL GLAZING
WOOD TRUSSES
unsm
ROOFING
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RIDGE VENTILATION
CURTAIN WALLS
MULLIONS
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PRECAST SYSTEMS
HANDRAILS
RAILS
-----------
4 "WCWS (UG) FROM WM IN
2" PVC SLEEVE WHEN IS RUNNING
10' FROM SEPTIC SYSTEM
15' -2' 1 IV
8 "X CONC. CURB
W/ 1#5 CONT. ON
LIMEROCK BASE OVER
WELL COMPACTED EARTH
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OF ROD ELEVA (IUN) 00
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CHICAGO BRICK PAVERS
(40% PERVIOUS) OVER 2" SAND FILL
6" LAYER OF LIMEROCK
nAkA0A, -TCn T!l nQ% IICAICITV
COMPACTED TO DE
98% DENSITY
CHICAGO 5RICK 1 AVER DETAIL
SCALE 3/4' = 1' -0'
IAN
F:G.E.
AIL
NOTES: Lj
OUTSIDE DIAMETER
BENT 4 TIE WIRE TO 5E SECURED TO 1 3/4' D GONG. FtG. x 18'
TOP RAIL. NEW C.FOR OSTS.
TO BE UNDER SEPARATE PERMIT
CHAIN LINK PENCE D�'1"A f
SCALE : N.T.S.
•� E
•
A SEPARATE PERMIT AND PRODUCT CONTROL
APPROVAL,`,,,,,
APPLICABLE, IS
REQUIRED FOR
THE FOLLOWING ITEMS:
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STRUCTURAL GLAZING
WOOD TRUSSES
DOORS
ROOFING
vdN
RIDGE VENTILATION
CURTAIN WALLS
MULLIONS
SIGNS
GL•A
PRECAST SYSTEMS
HANDRAILS
RAILS
FENCES
STORM SHUTTERS
STEEL JOISTS
STORE FRONT
AWNINGS
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