5864 SW 77 TERR_EB-05-054-016 4' WIDE ACCESS GATE WITH SELF-CLOSING
DEVICE AND SELF-LATCHING DEVICE TO BE LOCATED
ON THE FOOL SIDE MIN. 3' BELOW TOP OF GATE
TO COMPLY WITH F.B.C. (BY OTHERS) cc
1"`r'" LINE 143A34" c
CQ
CC
! ! ! I
! !
oo
CO LO c
1-4 �
_ cc,, f I I
Aq A! L =
SETBACK
20"-0' C 4
! a
TUEE!rg�ss 5L E:::===4
P-SLA-Ew-Ay f I
I
I f
10 VISIBILTY 4 j WIDE ACCESS GATE I f
TRIANGLE WITH SELF-CLOSING f I 14 1 12
2 q(p I 4 �`` 4 A A
DEVICE AND 6ELF-LATCHI G I I -__ -_---___� 2 c�
! ! I I-----------� 12 I2 ' ! !
DEVICE TO E LOCATED I f I I �
I ! ON THE POOL SIDE MIN. - I �!�cy I f I E I !
3' BELOW TOP OF GATE 10' VISI ILT7
TO COMPLY WITH F .C. (BY
OTHERS) E I1 L ------ P==4---------- --- � ®®®-__ -11 - T 1ANGL
Tu Maass BL E f
OL
c
: N u
I� 9� _
! ! tUALKIU,a r I f ►`"n f l ! ,R I
! ! i1 r f s rr
C�f�l
. 4
_ - z 'D
� I I-ICJL__1IJ I� f f 4 � �„ N
fl II II II Ifs icre�av � I 1 ► T�a��p-.ass BLcac�c (� c
1 C-1 f-11-11 11 0) °� v
! �! �fl � F'C)4Lt?E�tC N �� pIaIVEUlA� � f- °� CQ
awls I f-20 H T® OF FIN. FL. I I ,� I Q.- ! cc
U I) '® ' ��
N . CD 4T - - ! ,- !
11
II �
H �� N
11 IC
I ! EI fl ! !
10' VISIBILTY
f1 E
E 25'-0 TRIANGLE s
E
! ! - .- ®® _-.--®'.®.ice-
lu
u
! ! t O.O.R.
C.O.R.
Ty LINE 143.a4, 9 51TE FLAN 0
4` WIDE ACCESS GATE WITH SELF-CLOSING °� 0,4J� 1! d 1'-
DEVICE AND SELF-LATCHING DEVICE TO BE LOCATED
ON THE POOL SIDE MIN. 3' BELOW TOE OF GATE
TO COMPLY WITH F.B.C. (BY OTHERS)
THE TOP OR TTOM WHICH DUOS THE OPENINGS B
T NO MORE THAN 1 364' AS PER F .C.
2 164' POST 364' TOP AIL
O.C. o CALCULATIONS:+ GENERAL
FLOOD LEGEND
1. CONCRETE SHALL HAVE 3,000 PSI COMPRESSIVE STRENGTH AT 19, THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY ITEMS SIDENTIAL NEW CCNBT CTION
I N THE FLORIDA BUILDING CODE.
28 DAYS, UNLESS OTHERWISE NOTED (U.O,W.), PURCHASED BY THE OWNER AND GIVEN TO THE CONTRACTOR PROVIDE INTRUSION AND BURGLARY SECURITY DEVICES AS SET FORTH LOT AREA : 10,"188 SQ. FT.
�
FOR INSTALLATION. ADDRESS: 5 4 S.W. -11TH TERRACE GROUND FL. A6C A A = 2,259 SQ.FT. 0 cc
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 90. FT.
SHALL HAVE A MINIMUM `YIELD STRENGTH OF 60,000 PSI GRADE ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION FORCE OF 300 LB. APPLIED IN ANY MOVEABLE DIRECTION AND IN
60, AND MEET AS A-36 SPECS. ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH IN THE FLORIDA LOT:4 5 BLOCK PLAT 150 45 PAGE-f � TO THE OWNER FOLLOWED BY A CHANGE ORDER. � TOTAL A/C AREA : 3,985 SQ. FT. ko
BUILDING CODE,
% 3. ALL STRUCTURAL STEEL SHALL HAVE A MINIMUM YIELD HIGHEST CROWN ROAD ELEV. : 11.15' FT.N .V.D_ HIGHEST GARAGE AREA - 451 SQ. FT.
STRENGTH OF 36,000 PSI, AND MEET ASTM A-36 SPECS, 21. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, 3. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY CROWN ROAD ELEV. WAS TAKEN FROM THE ATTACHED SURVEY
SECURE AND PAY FOR ALL SANITARY FACILITIES, BARRICADES, OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY COVERED TERRACE : 335 SQ. FT. LO
4. ALL DETAILING, FABRICATION AND PLACING OF REINFORCING ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE OR A CERTIFIED SURVEY PREPARED BY: COVERED VERANDA : 130 SQ. FT.
CHANGES OR LOCKING AUXILLIARY SINGLE DEAD BOLT WITH HARDENED BOLT
e BARS MUST FOLLOW THE ACI "MANUAL OF STANDARD PRACTICE PROGRESS OF CONSTRUCTION, CONTRACTOR SHALL PROTECT INSERTS. ENTRY : 62 SQ.FT.
FOR DETAILING REINFORCED CONCRETE STRUCTURES", U.O,N, ADJACENT PROPERTIES. MANUEL G. VE PLS, LIC,': 2262 BALCONY : 66 6Q. FT,
2. THE ARCHITECT INTERIOR DESIGNER O ER HAS THE 4. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SUR YOR'S NAME '
2
F.G . 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS / SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE MAX. BLDG. COVERAGE 3,236 SQ FT. (30% MAX)
AT JOB SITE BEFORE STARTING WORK. DISCREPANCIES SHALL RIGHT TO REFUSE ANY MATERIAL AND WORKMANSHIP THAT DOES INACTIVE LEAF SHALL HAVE MULTIPLE POINTS OF LOCKS WITH 5,68" MIN.
% NOT MEET HIGH QUALITY STANDARDS OF THE VARIOUS TRADES BLDG. COVERAGE PROVIDED : 3,2163 SQ.FT.
BE BROUGHT TO THE ATTENTION OF THE ARCH€TEGT/EN GIN EER INVOLVED. THROW BOLTS WITH INSERTS. I OWEST FIN. FL. GARAGE ADJACENT
BEFORE PROCEEDING WITH THE WORK. ELEV. ELEV. GRADE ELEV. MAX. IMPERVIOUS AREA : 4,315 SQ.FT. (40% MAX)
23, THE CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD 5• JAMBS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS SHALL BE
J 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' N.V_G.D. 1156 N.V,G.D. VARIES HOUSE A A : 3,2163 SQ_ FT.
NOTES= r f 1 364' BOTTOM 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 : 1,032 SQ_FT,
LOCATE OPENINGS, DRAINS, SLEEVES, SLOPES, DEPRESSED SLABS, EXCLUSIVELY FOR THIS JOB. 6. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON IMPERVIOUS COVERAGE PROVIDED : 42483 SQ. FT. C393°1°rQ)
BOLTS, CURBS, ETC, t°-
1. ER 4 TERMINAL POSTJO E 2315 INCHES 24. THE CONTRACTOR SHALL DELIVER THE ANNOTATED JOB REMOVEABLE PINS AND NON-EXPOSED SCREWS. ALL ELECTRICAL, MECHANICAL 4 PLUMBING WILL BE PLACED AT P41 0 co C.0
OUTSIDE DIAMETER 7. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH RECORD SET TO THE OWNER UPON COMPLETION OF THE WORK OR ABO THE BASE FLOOD ELEVATION CBF_E.) . N.G.V'.D.
1' 0 CONC. FTG. x 18' ACI-301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR AS A CONDITION OF ACCEPTANCE. 7. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN P4 04 DEEP FOR ALL 2. TOP POTION OF CHAIN LINK.FABRIC TO BE NATIONAL STANDARDS ISTITUTE'S STANDARD 297.1. ALL A AS BELOW BF.E. SHALL BE PROVIDED WITH A MIN. T f
BUILDINGS" 25. CLEANING AND DEBRIS REMOVAL. THE OWNER SHALL RECIEVE (2) OPENINGS HAVING A TOTAL NET AREA OF NO LESS THAN ONE
NEW CL F. POSTS. BENT IL. W1 TO BE SECURED TO 1 364° THE PROPERTY FREE FROM DUST, ALL GLASS SURFACES SHALL SQUARE INCH OPENING FOR EVERY SQUARE FOOT OF ✓
TOP ' IL. `�. 8. REMOVAL OF FORMWORK SHALL BE IN ACCORDANCE WITH 8. VISION PANEL EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40 OF E . Lii
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 THE I
ACI-347 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK." CONTRACTOR SHALL MAKE EFFORT TO MAINTAIN THE FLOOR COMPLY WITH THE AMERICAN NATIONAL STANDARD INSTITUTE'S STANDARD OPENING WILL BE NO HIGHER THAN ONE (I)FOOT ABOVE GRADE itF531c � �� pr �sln�n •' �'
9. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ARCHITECT/ CLEAN DURING CONSTRUCTION PROGRESS. LEFTOVERS FORM 297.1. AND LOCATED ON DIFFERENT SIDES OF THE ENCLOSED AREA.
L 77.5. ENGINEER'S APPROVAL, MEALS CONSUMED ON PREMISES SHALL BE DEPOSITED IN SEALED OPENINGS WILL BEEQUIPPED WITH SCREENS, OR LOU RS. FLOOD 0 co
CONTAINERS. 9. WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL RESISTANT MATERIALS WILL BE USED BELOW BF.E. .
1
SETBACKS
0. 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 MACS ASSOCIATION THE SITE WILL BEGRADED IN A MANNER TOP NT THE LOCATION REQUIRED PROVIDED
11. KEBABS 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 NECE65A Y a_
ONLY, SIZE AND AMOUNT OF REBARS ARE AS PER SCHEDULES. „ EXTERIOR WINDOW SHALL BE LOCKED WITH DEVICE CAPABLE OF INTERCEPTOR SWALES WILL BE CONSTRUCTED ON-SITE WITH FRONT 25 0 28 0
27. FOR BURGLARY INTRUSION NOTES REFER TO METROPOLITAN WITHSTANDING A FORCE OF 150 LB. APPLIED IN AN OPERABLE DIRECTION, NO ENCROACHMENT OVER ADJACENT PROPERTIES_ IST FLOOR SIDE
12. CONTRACTOR SHALL OBTAIN LATEST SET OF DRAWINGS, DADE COUNTY CODE", SECTION 8C/18, IST FLOOR SIDE
INCLUDING ANY REVISIONS, BEFORE STARTING CONSTRUCTION.
SC FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR
28, THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL SCOPE OR VISION PANELS. 2ND FLOOR SIDE la`-0'
13. DO NOT SUBSTITUTE MATERIALS, EQUIPMENT, OR METHODS GOVERN THE LOCATIONS OF THE INSTALLATIONS OF THE
OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES MECHANICAL AND ELECTRICAL SYSTEM, CONTRACTOR MUST INFORM 2ND FLOOR SIDE 15'-0" 24"-10' vi
HAVE BEEN APPROVED IN WRITING BY THE OWNER / ARCHITECT / THE ARCHITECT BEFORE FORMING ANY CONCRETE BEAM IF AR 25'-0' 25'-0'
ENGINEER. INTERFERING WITH A/C DUCT OR PLUMBING FIXTURES EXACT
LOCATION. ANY DEVIATION FROM THE MECHANICAL / ELECTRICAL MAXIMUM HEIGHT ALLOWED 25' TO MEDIAN OF ROOF °
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, 4J
REQUESTED IN WRITING, AND IT IS GIVEN THE AUTHORITY TO 29. THE CONTRACTOR SHALL PRODUCE, BY MEANS OF SHOP DOOR NOTES: F-4
CHECK AND APPROVE SHOP DRAWINGS, AND TO VERIFY THE DRAWINGS, ALL ADDITIONAL DETAILS WHICH ARE INFERABLE FROM COMPONENTS OF MEANS OF ESCAPE
ACTUAL PLACING OF REBARS IN THE FIELD THESE PLANS AND WHICH ARE NECESSARY FOR THE EXECUTION MIGAL DESCRIPTION
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
CURRENT EDITION. 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
CONSTRUCTION OF THIS JOB. REQUIREMENTS OF THE FLORIDA BUILDING CODE.
16. WINDOW MANUFACTURER TO VERIFY ALL WINDOW OPENINGS COUNTRY, FLORIDA.
AT FIELD PRIOR TO WINDOW PLACEMENT. 31. UPON ACCEPTANCE AS SUBSTANTIALLY COMPLETE, THE B. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN
ARCHITECT SHALL ISSUE THE CONTRACTOR A "PUNCHLIST", OPEN THE DOOR FROM INSIDE THE CLOSET. o c'
INDICATING THE OBSERVED DEFICIENCIES IN THE WORK. THE C. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO ALLOW THE
17. NO TIE BEAMS SHALL BE FORMED / POURED PRIOR TO CONTRACTOR SHALL MAKE SUCH CORRECTIONS AND ACHIEVE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY, SOIL AT THIS SITE IS SAND & ROCK ADEQUATE TO 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 C!
18. ARCHITECT / INTERIOR DESIGN ENGINEER'S VISITS AT THE SEALED LETTER WILL BE SUBMITTED BY THE ARCHITECT OR THE
32. CONTRACTOR TO VERIFY THAT THERE ARE NO PERTINENT E. NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST Q) C3
SITE DURING CONSTRUCTION SHALL BE SCHEDULED WITH ENGINEER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND
FEATURES ON THE ADJACENT PROPERTIES AND ACROSS THE EGRESS WHEN THE BUILDING IS OCCUPIED. ALL LOCKING DEVICES WHICH
CONTRACTOR BEFORE COMMENCING OF WORK AND DURING THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH �,
STREET THAT MAY AFFECT THE QNSITE SEWAGE TREATMENT AND IMPEDE OR PROHIBIT EGRESS OR WHICH CANNOT BE EASILY DISENGAGED
CONSTRUCTION SHALL BE COORDINATED WITHIN 24 HOURS IN DISPOSAL SYSTEM INSTALLATION. SHALL BE PROHIBITED. THE DESIGN IS BASED ON. 0
ADVANCE PRIOR TO INSPECTION.
sheet A SEPARATE PERMIT AND PRODUCT CONTROL .
APPROVAL, CALL 48 HOURS11� )
APPLICABLE, REQUIRED BEFORE YOU DIG ,
•O
STRUCTURAL. GLAZING WOOD TRUSSES DOORS ROOFING WINDOWS
Ln
RIDGE VENTILATION CURTAIN WALLS MULLIONS SIGNS GLASS WALL. IT'S THE LAW! �
PRECAST SYSTEMS HANDRAILS RAILS FENCES DRIVEWAYS 1-800-432-4770
STORM SHUTTERS STEEL JOISTS STORE FRONT AWNINGS
DECKS SUNSHINE STATE ONE CALL OF FLORIDA INC. X" a
� S
r�,