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DEVICE AND SELF-LATCHING DEVICE TO E LOCATED
ON THE POOL SIDE MIN_ 3' BELOW TOP OF GATE
TO COMPLY WITH F.B.C. (BY OTHERS)
THE TOP OR BOTTOM WHICH REDUCE THE OPENINGS
TO N MORE THAN 1 3/4' AS PER F .C.
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-6 O.G. SECURITY AND FORCED ENTRY PREVENTION
LEGEND LR GENERAL NOTES FLOOD 1. CONCRETE SHALL HAVE 3,000 PSI COMPRESSIVE STRENGTH AT 19. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY ITEMS RESIDENTIAL NEW CONSTRUCTION
28 DAYS, UNLESS OTHERWISE NOTED (U.O.W,). PURCHASED BY THE OWNER AND GIVEN TO THE CONTRACTOR I PROVIDE INTRUSION AND BURGLARY SECURITY DEVICES AS SET FORTH LOT AREA : 10,T58 SQ. FT.
IN THE FLORIDA BUILDING CODE.
FOR INSTALLATION. GROUND FL. A/C AREA : 2,259 SQ.FT. 0 co
ADDRESS: 5 4 S.W. -11TH TERRACE
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS, AND 20. THE CONTRACTOR SHALL NOT PROCEED WITH ANY 2. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A SECOND FL. A/C AREA : 1,-126 60.FT.
SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI GRADE FORCE OF 300 LB, APPLIED IN ANY MOVEABLE DIRECTION AND IN
60, AND MEET ASTM A-36 SPECS. ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH IN THE FLORIDA LOT:4 4 5 LOGIC: PLAT BO 45 P E: TOTAL A/C A A : 3,955 50, FT,
` TO THE OWNER FOLLOWED BY A CHANGE ORDER.
® BUILDING CODE. HIGHEST CROWN ROAD ELEV. : 11.15' FT,N_G.V.D_ HIGHEST
3. ALL STRUCTURAL STEEL SHALL HAVE A MINIMUM. YIELD GARAGE AREA : 451 SQ.FT.
y 21. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, 3. ALL SINGLE EXTERIOR SN�NG BOORS SHALL HAVE A LOCK TO BE KEY CROWN ROAD ELEV, WAS TA FROM THE ATTACHED SURVEY
STRENGTH OF 36,000 PSI, S MEET ASTM A-36 SPECS. COVERED TERRACE : 335 50.FT. LO
SECURE AND PAY FOR ALL SANITARY FACILITIES, BARRICADES, OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY OR A CERTIFIED SURVEY PREPARED BY: COVERED VERANDA : 130 SQ. FT.
r 4. ALL DETAILING, FABRICATION AND PLACING OF REINFORCING ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE CHANGES OR LOCKING AUXILLIARY SINGLE DEAD BOLT WITH HARDENED BOLT
`r BARS MUST FOLLOW THE ACI "MANUAL OF STANDARD PRACTICE PROGRESS OF CONSTRUCTION, CONTRACTOR SHALL PROTECT INSERTS. ENTRY : 62 SQ. FT.
' �`� " ADJACENT PROPERTIES. MANUAL G. PLS. LIC.": 2262 BALCONY : 66 SQ.FT.
FOR DETAILING REINFORCED CONCRETE STRUCTURES U.O.N. 4. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SURVEYOR'S NAME
FGE. 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS 2.2. THE ARCHITECT / INTERIOR DESIGNER / OWNER HAS THE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE MAX. BLDG. COVERAGE : 3.236 SQ.FT. (30� MAX)
RIGHT TO REFUSE ANY MATERIAL AND WORKMANSHIP THAT DOES / '° ` BLDG, COVERAGE PROVIDED : 3,2163 SQ. FT.
AT JOB SITE BEFORE STARTING WORK. DISCREPANCIES SHALL NOT MEET HIGH QUALITY STANDARDS OF THE VARIOUS TRADES INACTIVE LEAF SHALL HAVE MULTIPLE POINTS OF LOCKS WITH 5/8" MIN.
BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER THROW BOLTS WITH INSERTS. EL LOWEST FIN. FL GARAGE ADJACENT
- INVOLVED. ELEV. ELEV. GRADE ELEV. MAX. IMPERVIOUS AREA : 4,315 50.FT. (40% MAX) CO E-4
BEFORE PROCEEDING WITH THE WORK, 21 THE CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD 5. JAMBS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS SHALL BE
V)1h q 6. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH OF CHANGE ORDERS AND VARIATIONS THROUGHOUT THE RABBETTTED OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE PROPOSED 1231' NM3D. 11.56 N_ViS.P. VARIES HOUSE AREA : 3,2163 SQ. FT.
4-1 /4' BOTTOMi IL ARCHI- TECTURAL, A/C, ELECTRICAL AND MECHANICAL DWGS., TO PROGRESS OF THE WORK. USE ONE SET OF DOCUMENTS PURPOSE OF THE STRIKE ANd THE INTEGRITY OF THE LOCKS ANd LATCHES, POOL A A : 1032 SQ.FT. 04 r�o
1U I EXCLUSIVELY FOR THIS JOB. U' ,�
NOTES: _ � r LOCATE OPENINGS, DRAINS, SLEEVES, SLOPES, DEPRESSED SLABS, 6, HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON IMPERVIOUS COVERAGE PROVIDED : 4,2453 5Q. FT. f393'1ie)
e L J BOLTS, CURBS, ETC. 24. THE CONTRACTOR SHALL DELIVER THE ANNOTATED JOB REMQVEABLE PINS AND NON--EXPOSED SCREWS. ALL ELECTRICAL, MECHANICAL 4 PLUMBING WILL BE PLACED AT cy) CD
1. CO E ✓4 TERMINAL POST TO BE, 2,3`15 INCHES OR ABOVE THE BASE FLOOD ELEVATION fBFE.) . NG.VD.
7. ALL CONCRETE WORK SHALL BE !N ACCORDANCE NTH RECORD SET TO THE OWNER UPON COMPLETION OF THE WORK V 1 I
OUTSIDE DIAMETER AS A CONDITION OF ACCEPTANCE. 7. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN It
I' AS BELOW B.F.E. SHALL BE PROVIDED WITH A MIN. T
DEEP FOR ALL 2. TOP,PORTION CHAIN LINK FABRI TO BE NATIONAL STANDARDS ISTITUTE'S STANDARD 297.1. 00 11711
BUILDINGS" 25. CLEANING AND DEBRIS REMOVAL. THE OWNER SHALL RELIEVE (2) OPENINGS HAVING A TOTAL NET AREA OF NO LESS THAN ONE _. A ; fT /
NEW C,LF. POSTS. EDIT 4 T WIRE TO BE SECURED TO N3/4' THE PROPERTY FREE FROM DUST, ALL GLASS SURFACES SHALL 8. VISION PANEL EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40 OF SQUARE INCH OF OFENIWS FOR EVERY SQUARE FOOT OF
TP 5ZAI L. 8. REMOVAL OF FORMWORK SHALL BE IN ACCORDANCE WITH BE CLEAN AND DEBRIS SHALL BE REMOVED FROM THE SITE. THE THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWING DOORS SHALL ENCLOSED AREA SUBJECT TO FLOODING . THE BOTTOM OF THE
AC1-347 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK." CONTRACTOR SHALL MAKE EFFORT TO MAINTAIN THE FLOOR OPENING WILL BE NO HIGHER THAN ONE (1)FOOT ABO GRADE ®t ET: .
CHAI LINK FENCE DET' IL c C4
COMPLY WITH THE AMERICAN NATIONAL STANDARD INSTITUTE'S STANDARD
9. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ARCHITECT/ CLEAN DURING CONSTRUCTION PROGRESS. LEFTOVERS FORM 2971, AND LOCATED ON DIFFERENT SIDES OF THE ENCLOSED AREA.
Ls<L N. ENGINEER'S APPROVAL. MEALS CONSUMED ON PREMISES SHALL BE DEPOSITED IN SEALED OP INGS WILL BEE EQUIPPED WITH SCREENS O LOUVERS. FLOOD
CONTAINERS. 9, WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL R515TANT MATERIAL5 WILL BE USED BELOW B.F.E. .
10. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 26. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND SO
METHODS OF CONSTRUCTION, AND FOR THE SEQUENCES AND AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MAGS ASSOCIATION THE SITE WILL BE GRADED IN A MANNER TO PREVENT THE LOCATION REQUIRED PROVIDED 0 co
` 11. REBARS SHOWN ON SECTIONS ARE FOR PLACEMENT DETAIL PROCEDURES TO BE USED. STANDARDS FOR FORCE ENTRY RESISTANCE, AAMA 13033 PROVIDE LOCKS. FLOODING OF ADJACENT PROPERTIES. WHERE NECESSARY FRONT 25'-0' 25'°O'
ONLY, SIZE AND AMOUNT OF KEBABS ARE AS PER SCHEDULES. -11 FOR BURGLARY INTRUSION NOTES REFER TO '"METROPOLITAN EXTERIOR WINDOW SHALL BE LOCKED WITH DEVICE CAPABLE OF INTERCEPTOR SWALES WILL BE CONSTRUCTED ON-SITE WITH i5T FLOOR SIDE 1'-6' '1'-6'
WITHSTANDING A FORCE OF 150 LB. APPLIED IN AN OPERABLE DIRECTION. NO ENCROACHMENT OVER ADJACENT PROPERTIES.
12. CONTRACTOR SHALL OBTAIN LATEST SET OF DRAWINGS, DADE COUNTY CODE", SECTION 8C/18. 1ST FLOOR SIDE -I°-6' il"-9'
SC
INCLUDING ANY REVISIONS, BEFORE STARTING CONSTRUCTION. 28. THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL FRONT MAIN ENTRANCE BOORS SHALL BE PROVIDED WITH A DOOR
GOVERN THE LOCATIONS OF THE INSTALLATIONS OF THE SCOPE OR VISION PANELS. 2ND FLOOR SIDE 15"-0' 15 1-0'
13. DO NOT SUBSTITUTE MATERIALS, EQUIPMENT, OR METHODS MECHANICAL AND ELECTRICAL SYSTEM, CONTRACTOR MUST INFORM 2ND FLOOR SIDE 15'-0" 24'-10'
OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES THE ARCHITECT BEFORE FORMING ANY CONCRETE BEAM IF ,qR 25`-0' 25'-0'
HAVE BEEN APPROVED IN WRITING BY THE OWNER / ARCHITECT / INTERFERING WITH A/C DUCT OR PLUMBING FIXTURES EXACT
ENGINEER. LOCATION, ANY DEVIATION FROM THE MECHANICAL / ELECTRICAL MAXIMUM HEIGHT ALLOWED = 25' TO MEDIAN ROOF vi
14. THIS OFFICE DOES NOT ACCEPT ANY RESPONSIBILITY FOR PLANS TO ACCOMODATE THE ABOVE CONDITIONS SHALL BE MADE
THE INTERPRETATION OF THESE PLANS BY OTHERS, UNLESS WITHOUT ADDITIONAL COST TO THE OWNER.
REQUESTED IN WRITING, AND IT IS GIVEN THE AUTHORITY TO 29. THE CONTRACTOR SHALL PRODUCE, BY MEANS OF SHOP DOOR NOTES:
CHECK AND APPROVE SHOP DRAWINGS, AND TO VERIFY THE DRAWINGS, ALL ADDITIONAL DETAILS WHICH ARE INFERABLE FROM COMPONENTS OF MEANS OF ESCAPE LEGAL DESCRIPTION
ACTUAL PLACING OF REBARS IN THE FIELD THESE PLANS AND WHICH ARE NECESSARY FOR THE EXECUTION
15. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF AND COMPLETION OF THE WORK. A. NO DOOR IN THE PATH OF MEANS OF ESCAPE SHALL BE LESS THE EAST 45 FEET OF LOT 5 AND THE WEST 30 FEET OF LOT 5 OF
LOCAL ORDINANCES AND THE "FLORIDA BUILDING CODE", 30. THE CONTRACTOR MUST FURNISH ALL LABOR, TOOLS, THAN 28" WIDE EXCEPT THAT BATHROOM DOORS MAY BE 24" WIDE "FAIRGLADE PARK" ACCORDING TO THE PLAT THEREOF AS RECORDED IN fi MATERIALS AND EQUIPMENT NECESSARY TO EXECUTE THE UNLESS A LAGER DOOR OPENING IS REQUIRED TO SATISFY PLAT BOOK 45 AT PAGE 80 OF THE PUBLIC RECORDS OF MIAMI-DADE
CURRENT EDITION. CONSTRUCTION OF THIS JOB. REQUIREMENTS OF THE FLORIDA BUILDING CODE. COUNTRY, FLORIDA.
16, WINDOW MANUFACTURER TO VERIFY ALL WINDOW OPENINGS 31. UPON ACCEPTANCE AS SUBSTANTIALLY COMPLETE, E B. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN r,
AT FIELD PRIOR TO WNDOW PLACEMENT. ARCHITECT SHALL ISSUE THE CONTRACTOR A "PUNCHLIST", OPEN THE DOOR FROM INSIDE THE CLOSET. SOIL STATEMENT
17, NO TIE BEAMS SHALL BE FORMED / POURED PRIOR TO INDICATING THE OBSERVED DEFICIENCIES IN THE WORK. THE C. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO ALLOW THE
I
CONTRACTOR SHALL MAKE SUCH CORRECTIONS AND ACHIEVE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. SOIL AT THIS SITE IS SAND A ROCK ADEQUATE SUPPORT THE }
TRUSS SHOP DRAWINGS APPROVAL. FINAL COMPLETION WITHIN 14 CALENDAR WORKING DAYS. D. DOORS MAY BE SWINGING OR SLIDING. DESIGN LOAD OF 2000 PSF. AFTER EXCAVATION SIGNED AND
18. ARCHITECT / INTERIOR DESIGN ENGINEER'S VISITS AT THE 32. CONTRACTOR TO VERIFY THAT THERE ARE NO PERTINENT E. NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST SEALED LETTER WILL BE SUBMITTED BY THE ARCHITECT OR THE c} ,
SITE DURING CONSTRUCTION SHALL BE SCHEDULED WITH FEATURES ON THE ADJACENT PROPERTIES AND ACROSS THE EGRESS WHEN THE BUILDING IS OCCUPIED. ALL LOCKING DEVICES WHICH ENGINEER ATTESTING THAT THE SITE HAS BEEN HOSE UPON AND
CONTRACTOR BEFORE COMMENCING OF WORK AND DURING STREET THAT MAY AFFECT THE ONSITE SEWAGE TREATMENT AND IMPEDE OR PROHIBIT EGRESS OR WHICH CANNOT BE EASILY DISENGAGED THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH 0
CONSTRUCTION SHALL BE COORDINATED WITHIN 24 HOURS IN DISPOSAL SYSTEM INSTALLATION. SHALL BE PROHIBITED. THE DESIGN IS BASED ON. C3
ADVANCE PRIOR TO INSPECTION.
heed no.
A SEPARATE PERMIT AND PRODUCT CONTROL APPROVAL, WHEN
CALL 48 HOURS
APPLICABLE, IS REQUIRED FOR THE FOLLOWING ITEMS: BEFORE YOU DIG I -I: U, .
STRUCTURAL GLAZING WOOD TRUSSES DOORS ROOFING WINDOWSa.
RIDGE VENTILATION CURTAIN WALLS MULLIONS SIGNS GLASS WALL IT THE LAW! °
PRECAST SYSTEMS HANDRAILS RAILS FENCES DRIVEWAYS 1-800-432-4770 of
STORM SHUTTERS STEEL JOISTS STOREFRONT AWNINGS DECKS SUNSHINE STATE ONE CAL_OF FLORIDA, INC.
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