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SOIL STATEMENT .
501E AT THIS SITE IS SAND #ROCK W 4
ADEQUATE TO SUPPORT THE I SEPTIC TANK j 1 9
DESIGN LOAD OF 2000 PSF. AFTER EXCAVATION SIGNED AND E' W- 1050 GALLONS A
SEALED LETTER WILL BE SUBMITTED BY THE ARCHITECT OR THE CHAIN LINK F NGE d1
ENGINEER ATTESTING THAT tH1= SITE WAS BEEN OBSERVED AND THE -.X ---� X X
FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH TWF I FfROFERT1- LINE SO.a2 l
DESIGN IS BASED ON. 51TE F
19. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY ITEMS PURCHASED DOOR NOTES:
GENERALNOTES BY THE OWNER AND GIVEN TO THE CONTRACTOR FOR INSTALLATION. COMPONENTS OF MEANS OF ESCAPE SCALE : 1/8' = 1'-0'
1. CONCRETE SHALL HAVE 3,000 PSI COMPRESSIVE STRENGTH AT 20, THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL A. NO DOOR IN THE PATH OF MEANS OF ESCAPE SHALL BE LESS
28 DAYS, UNLESS OTHERWISE NOTED (U.O.N.). SERVICES OR EXTRA WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER THAN 28" WIDE EXCEPT THAT BATHROOM DOORS MAY BE 24" WIDE ZONING CALCULATIONS RS -3:
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS, AND SHALL FOLLOWED BY A CHANGE ORDER. UNLESS A LAGER DOOR OPENING IS REQUIRED TO SATISFY
" HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI GRADE 60, AND 21. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND REQUIREMENTS OF THE FLORIDA BUILDING CODE. LOT AREA: 14 ,325 50. FT.
MEET ASTM A -A615 SPECS. PAY FOR ALL SANITARY FACILITIES, BARRICADES, ENCLOSURES, AND B. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN
FENCING AS NEEDED FOR AND DURING THE PROGRESS OF E DOOR FROM INSIDE THE CLOSET. E OLIND FL A AREA . AW So. FT,
OPEN THE S
3. ALL STRUCTURAL STEEL SHALL HAVE A MINIMUM YIELD STRENGTH SECOND FL A// C A1A ' I So. FT.
OF 36,000 PSI, AND MEET ASTM A -36 SPECS. CONSTRUCTION. CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES. TOTAL A/C AREA : 4 ;50 5Q, FT•
C. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO ALLOW THE
4. ALL DETAILING, FABRICATION AND PLACING OF REINFORCING 22, THE ARCHITECT / INTERIOR DESIGNER / OWNER HAS THE RIGHT TO OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. GARA E AREA _ 510 5Q. FT_
BARS MUST FOLLOW THE ACI "MANUAL OF STANDARD PRACTICE FOR REFUSE ANY MATERIAL AND WORKMANSHIP THAT DOES NOT MEET HIGHEST MAR COVERED TEFRACE : 532 5a FT.
DETAILING REINFORCED CONCRETE STRUCTURES U.O.N. QUALITY STANDARDS OF THE VARIOUS TRADES INVOLVED. D. DOORS MAY BE SWINGING OR SLIDING AND ARE EXEMPT FROM THE WVERED ENTRY , 106 SQ, FT.
REQUIREMENTS OF THE FLORIDA BUILDING CODE. TOTAL AF1EA : 5408 `a FT.
5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS 23. THE CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF CHANGE
ORDERS AND VARIATIONS THROUGHOUT THE PROGRESS OF THE WORK. USE E. NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS
AT JOB SITE BEFORE STARTING WORK. DISCREPANCIES SHALL ONE SET OF DOCUMENTS EXCLUSIVELY FOR THIS JOB. TOTAL LOT COVERAGE : 3510 SQ FT.
BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER WHEN THE BUILDING IS OCCUPIED. ALL LOCKING DEVICES WHICH IMPEDE
OR PROHIBIT EGRESS OR WHICH CANNOT BE EASILY DISENGAGED SHALL MAX. BLDG. COVERAGE : 4,298 SQ. FT. (30% MAX)
BEFORE PROCEEDING WITH THE WORK. 24. THE CONTRACTOR SHALL DELIVER THE ANNOTATED JOB RECORD SET TO BE PROHIBITED.
THE OWNER UPON COMPLETION OF THE WORK AS A CONDITION OF BLDG. COVERAGE PROVIDED : 3,519 $0. FT.
6. STRUCTURAL DRAWINGS SHALL COORDINATED TOGETHER WITH ARCHI- ACCEPTANCE.
TECTURAL, A /C, ELECTRICAL AND MECHANICAL DWGS., TO LOCATE SECURITY AND FORCED ENTRY PREVENTION MAX. IMPERVIOUS AREA : 5,131 60. FT. (40% MAX)
OPENINGS, DRAINS, SLEEVES, SLOPES, DEPRESSED SLAMS, !BOLTS, 25, CLEANING AND DEBRIS REMOVAL, THE OWNER SHALL RECIEVE THE - IMPERVIOUS COVERAGE PROVIDED : 5,686 50. FT.
CURBS, ETC. PROPERTY FREE FROM DUST, ALL GLASS SURFACES SHALL BE CLEAN AND 1. PROVIDE INTRUSION AND BURGLARY SECURITY DEVICES
7. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH CI -318 DEBRIS SHALL BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL
MAX. FLOOR AREA RATIO
MAINTAIN THE FLOOR CLEAN DURING CONSTRUCTION PROGRESS. : 6,441 5Q. FT. C45 : MAX)
�.
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" 2. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FLOOR AREA RATIO PROVIDED 4,259 SQ. FT.
LEFTOVERS FORM MEALS CONSUMED ON PREMISES SHALL ME DEPOSITED IN FORCE OF 300 LB. APPLIED IN ANY MOVEABLE DIRECTION AND IN
8, REMOVAL OF FORMWORK SHALL BE IN ACCORDANCE WITH ACI -347 SEALED CONTAINERS. THE CONTRACTOR SHALL CLEAN SITE ONCE PER ACCORDANCE WITH RESISTANCE STANDARDS.
FLOOD ZONE AH-1
"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 3. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY
ENGINEER'S APPROVAL OF CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED, OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE SETBACKS
KEY CHANGES OR LOCKING AUXILLIARY SINGLE DEAD BOLT WITH
10, DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN, 27. FOR BURGLARY INTRUSION NOTES REFER TO "METROPOLITAN DADE HARDENED BOLT INSERTS.
11. REBARS SHOWN ON SECTIONS ARE FOR PLACEMENT DETAIL ONLY, COUNTY CODE ", SECTION SC /16,
4. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE
SIZE AND AMOUNT OF REBARS ARE AS PER SCHEDULES.
28. THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL GOVERN THE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE
12. CONTRACTOR SHALL OBTAIN LATEST SET OF DRAWINGS, INCLUDING LOCATIONS OF THE INSTALLATIONS OF THE MECHANICAL AND ELECTRICAL INACTIVE LEAF SHALL HAVE MULTIPLE POINTS OF LOCKS WITH 5/8"
ANY REVISIONS, BEFORE STARTING CONSTRUCTION, SYSTEM. CONTRACTOR MUST INFORM THE ARCHITECT BEFORE FORMING ANY MIN. THROW BOLTS WITH INSERTS.
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 5. JAMBS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS SHALL BE
CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN PLANS TO ACCOMODATE THE ABOVE CONDITIONS SHALL BE MADE WITHOUT RABBETTTED OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE
PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCKS AND
LOCATION
REQUIRED
PROVIDED
FRONT
FRONT BLDG LINE
109' -O'
15T FLOOR LEFT SIDE
10' -0'
24' -6'
15T FLOOR RIGHT SIDE
10' -0"
12' -8'
1ST FLOOR REAR
25' -0'
38' -0'
2ND FLOOR LEFT SIDE
15' -0'
15' -6'
2ND FLOOR RIGHT SIDE
15' -0"
151 -0'
2ND FLOOR REAR
25' -0'
501-4`
APPROVED IN WRITING MY THE OWNER / ARCHITECT / ENGINEER, ADDITIONAL COST TO THE OWNER,
LATCHES. MAXIMUM HEICsNt ALLOWED = 25' t0 MEDIAN OF ROOF
14. THIS OFFICE DOES NOT ACCEPT ANY RESPONSIBILITY FOR THE 29. THE CONTRACTOR SHALL PRODUCE, WY MEANS OF SHOP DRAWINGS, ALL V
INTERPRETATION OF THESE PLANS BY OTHERS, UNLESS REQUESTED ADDITIONAL DETAILS WHICH ARE INFERABLE FROM THESE PLANS AND 6. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON POOL SETBACKS
IN WRITING, AND IT IS GIVEN THE AUTHORITY TO CHECK AND WHICH ARE NECESSARY FOR THE EXECUTION AND COMPLETION OF THE REMOVEABLE PINS AND NON- EXPOSED SCREWS. 1
APPROVE SHOP DRAWINGS, AND TO VERIFY THE ACTUAL PLACING OF WORK. ALL SHOP DRAWINGS ARE TO BE APPROVED BY TEH ARCHITECT
7. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN
REBARS IN THE FIELD DEFORE THE WORK COMMENCES,
NATIONAL STANDARDS iSTITUTE'S STANDARD 297.1.
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
EQUIPMENT NECESSARY TO EXECUTE THE CONSTRUCTION OF THIS JOB. 8, VISION PANEL EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40 OF
EDITION. THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWING DOORS
WINDOW OPENINGS AT FIELD 31. UPON ACCEPTANCE AS SUBSTANTIALLY COMPLETE, THE ARCHITECT SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARD INSTITUTE'S
"
LOCATION
REQUIRED
PROVIDED
FRONT
FRONT BLDG LINE
109' -O'
LEFT SIDE
10' -0'
24' -6'
RIGHT SIDE
IO' -0'
45' -6'
RE=AR
12' -6'
18' -5'
16. WINDOW MANUFACTURER TO VERIFY ALL SHALL ISSUE THE CONTRACTOR A "PUNCHLIST , INDICATING THE
STANDARD 197.1.
PRIOR TO WINDOW PLACEMENT.
OBSERVED DEFICIENCIES IN THE WORK. THE CONTRACTOR SHALL MAKE
17. NO TIE BEAMS SHALL ME FORMED / POURED PRIOR TO TRUSS SHOP SUCH CORRECTIONS AND ACHIEVE FINAL COMPLETION WITHIN 14 S. WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL
DRAWINGS APPROVAL. CALENDAR WORKING DAYS. CAN BE LIFTED FROM 'THE TRACKS WHEN IN THE LOCKED POSITION AND 0 • • • . • "" • • • •
SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MAGS
t 18, ARCHITECT / ENGINEER'S VISITS AT THE SITE 32, CONTRACTOR TO VERIFY THAT THERE ARE NO PERTINENT FEATURES ASSOCIATION STANDARDS FOR FORCE ENTRY RESISTANCE , AAMA 13033
DURING CONSTRUCTION SHALL BE SCHEDULED WITH CONTRACTOR ON THE ADJACENT PROPERTIES AND ACROSS THE STREET PROVIDE LOCKS EXTE:F %IOR WINDOWS SHALL BE LOCKED WITH DEVICE
BEFORE COMMENCING OF WORK AND DURING CONSTRUCTION SHALL BE THAT MAY AFFECT THE ONSITE SEWAGE TREATMENT CAPABLE OF WITHSTANDING A FORCE OF 150 LB, APPLIED IN AN OPERABLE M I
COORDINATED WITHIN 24 HOURS IN ADVANCE PRIOR TO INSPECTION. AND DISPOSAL SYSTEM INSTALLATION. DIRECTION,
10, FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE i
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TOP RAIL, NEW G.L.F. POSTS.
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A SEPARATE PERMIT AND PRODUCT CONTROL AP T ,WHEN.; ; 74- 1
APPLI CABLE UIRED FOR THE FOLLOWING
IS REQUIRED
STRUCTURAL GLAZING WOOD TRUSSES DOORS ROOFING :r` WINDCg1Ql�
RIDGE VENTILATION CURTAIN WALLS MULLIONS SIGNS .t GLOSS W I of 1
PRECAST SYSTEMS HANDRAILS RAILS FENCES ;�'• .�`• {, Gw * .
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