05-1359(3)-002I I
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10 25' -0'
SETBACK
TUW GRASS BLOCK
DRIVEWAY
10' VISIBILTY 4' WIDE ACCESS GATE `r
L TRIANGLE WITH SELF - CLOSING r
DEVICE AND SELF- LATCHI'
DEVICE TO BE LOCATED
+-�-� ON THE POOL SIDE MIN. _
3' BELOW TOP OF GATE
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1059' L= - - -
4' WIDE ACCESS GATE 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. (BY OTHERS) EXISTING CITY WATER
PROPERTY LINE 14324 SERVICE PIPE
- - -- - - - -- -- -- I
120 GALLON PROPANE
1/2 GAS Q
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1/2" WATER_ RVICE PIPE 1/2„ PRES RE REGULATOR NK GAS COCK -
UP 0 _ ,t
- - - SERVICE PIPE UP
- EXISTING WATER METER
- - - - - - - - - - - AS EMBLY, W /SHUTOFF
_ _ I L = _ _ _ I 28 -0 VALE TO BE REPLACED
SETBACK WITH 1' METER IF SMALLER.
SEE PLUMBING GAS PLA y
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BRICK PAVER til TURF GRA85 BLOCK '
POOLDECK I I m N KjIJ i DRIVEWAY (P V
(BY OTHERS) t0_P OF FIN. FL. I I `WILL'- � I w
SEE PLUME ING SAINTAR
II 4 " -47FU (L
PLAN FOR CONTINUATION
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4' HIGH PICKET FENCE (BY OTHERS)
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PROPERTY LINE 14324' - - - - -
4' WIDE ACCESS GATE 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. (BY OTHERS)
GENERAL NOTES : SECURITY AND FORCED ENTRY PREVENTION
I. CONCRETE SHALL HAVE 3,000 PSI COMPRESSIVE 19. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY ITEMS
STRENGTH AT 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
FOR INSTALLATION. FORTH IN THE FLORIDA BUILDING GODS.
S ALL REINFORCING STEEL SHALL BE DEFORMED BARS, AND 2. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING
SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI 20. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ON AND IN
FORCE OF 300 LB. APPLIED IN ANY MOVEABLE DIRECTION GRADE 60, AND MEET ASTM A -36 SPECS. ADDITIONAL SERVICES OR WORK WITHOUT PRIOR ,A ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH I THE FLORIDA
NOTIFICATION TO THE OWNER FOLLOWED BY A CHANGE
3. ALL STRUCTURAL STEEL SHALL HAVE A MINIMUM YIELD ORDER BUILDING CODE.
STRENGTH OF 36,000 PSI, AND MEET ASTM A -36 SPECS. 21. THE CONTRACTOR SHALL MAKE REQUIRED 3. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE
ARRANGEMENTS, SECURE AND PAY FOR ALL SANITARY KEY
4. ALL DETAILING, FABRICATION AND PLACING OF FACILITIES, BARRICADES, ENCLOSURES, AND FENCING AS OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE
REINFORCING BARS MUST FOLLOW THE ACI 'MANUAL OF NEEDED FOR AND DURING THE PROGRESS OF CONSTRUCTIOq CHANGES OR LOCKING AUXILLIARY SINGLE DEAD BOLT WITH
STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES. KEY e�
STRUCTURES', U.ON. 22. THE ARCHITECT / INTERIOR DESIGNER / OWNER HAS THE OF OF EXTERIOR SWING DOORS SHALL HAVE
5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND RIGHT TO REFUSE ANY MATERIAL AND WORKMANSHIP THAT SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE
CONDITIONS At JOB SITE BEFORE STARTING WORK. DOES NOT MEET HIGH QUALITY STANDARDS OF THE VARIOUS INACTIVE LEAF SHALL HAVE MULTIPLE POINTS OF LOCKS WITH 5/8' MIN.
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF TRADES INVOLVED. THROW BOLTS WITH INSERTS.
THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE
WORK 23. THE CONTRACTOR SHALL MAINTAIN AN ACCURATE 5. JAMBS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS SHALL BE
6. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH RECORD OF CHANGE ORDERS AND VARIATIONS THROUGHOUT RABBETTTED OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE
ARCHI- TECTURAL, A/C, ELECTRICAL AND MECHANICAL DWGS., THE PROGRESS OF THE WORK. USE ONE SET OF DOCUMENTS PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCKS AND
TO LOCATE OPENINGS, DRAINS, SLEEVES, SLOPES, DEPRESSED EXCLUSIVELY FOR THIS JOB. LATCHES.
SLABS, BOLTS, CURBS, ETC. 6. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON
24. THE CONTRACTOR SHALL DELIVER THE ANNOTATED JOB REMOVEABLE PINS AND NON - EXPOSED SCREWS.
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH RECORD SET TO THE OWNER UPON COMPLETION OF THE WORK
ACI -301 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR AS A CONDITION OF ACCEPTANCE. 1. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN
BUILDINGS' 25. CLEANING AND DEBRIS REMOVAL. THE OWNER SHALL NATIONAL STANDARDS ISTITUTE'S STANDARD 2911.
8. REMOVAL OF FORMWORK SHALL BE M ACCORDANCE WITH RECIEVE THE PROPERTY FREE FROM DUST, ALL GLASS 8. VISION PANEL EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40 OF
ACI -341 'RECOMMENDED PRACTICE FOR CONCRETE SURFACES SHALL BE CLEAN AND DEBRIS SHALL BE THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWING DOORS
ORMW REMOVED FROM THE SITE. THE CONTRACTOR SHALL MAKE SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARD INSTITUTE'S
"B CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR EFFORT TO MAINTAIN THE FLOOR CLEAN DURING STANDARD 291.1.
ARCHITECT / ENGINEER'S APPROVAL. CONSTRUCTION PROGRESS. LEFTOVERS FORM MEALS
CONSUMED ON PREMISES SHALL BE DEPOSITED IN SEALED S. WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO
10. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. WNTAMMMTRACTOR IS SOLELY RESPONSIBLE FOR MEANS PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED
AND METHODS OF CONSTRUCTION, AND FOR THE SEQUENCES POSITION AND SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM
11. REBARS SHOWN ON SECTIONS ARE FOR PLACEMENT DETAIL AND PROCEDURES TO BE USED. MACS ASSOCIATION STANDARDS FOR FORCE ENTRY RESISTANCE, AAMA
ONLY, SIZE AND AMOUNT OF REBARS ARE AS PER SCHEDULES. 21 FOR BURGLARY INTRUSION NOTES REFER TO 13033 PROVIDE LOCKS. EXTERIOR WINDOW SHALL BE LOCKED WITH
12. CONTRACTOR SHALL OBTAIN LATEST SET OF DRAWINGS, 'METROPOLITAN DADE COUNTY CODE', SECTION 8C /18. DEVICE CAPABLE OF WITHSTANDING A FORCE OF 150 LB. APPLIED IN AN
GRASS IN BETWEEN INCLUDING ANY REVISIONS, BEFORE STARTING CONSTRUCTION OPERABLE DIRECTION.
BROKEN KEYSTONE 28. THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL
13. DO NOT SUBSTITUTE MATERIALS, EQUIPMENT, OR METHODS GOVERN THE LOCATIONS OF THE INSTALLATIONS OF THE 10. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR
BROKEN KEYSTONE OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES MECHANICAL AND ELECTRICAL SYSTEM. CONTRACTOR MUST SCOPE OR VISION PANELS.
COMPACTED SANDY GRAVEL HAVE BEEN APPROVED IN WRITING BY THE OWNER / INFORM THE ARCHITECT BEFORE FORMING ANY CONCRETE
ROAD BASE ARCHITECT / ENGINEER BEAM IF INTERFERING WITH A/C DUCT OR PLUMBING FIXTURES
CONCRETE CURB EXACT LOCATION. ANY DEVIATION FROM THE MECHANICAL /
14. THIS OFFICE DOES NOT ACCEPT ANY RESPONSIBILITY FOR ELECTRICAL PLANS TO ACCOMODATE THE ABOVE
THE INTERPRETATION OF THESE PLANS BY OTHERS, UNLESS CONDITIONS SHALL BE MADE WITHOUT ADDITIONAL COST TO
O AND IT IS GIVEN THE AUTHORITY TO TT�{E o R DOOR NOTES:
(�Op�O REQUESTED IN WRITING, 29. 1 "H�ONTRACTOR SHALL PRODUCE, BY MEANS OF SHOP COMPONENTS OF MEANS OF ESCAPE
00 �Oo pO �o"" �O� o g o • , �, • • CHECK AND APPROVE SHOP DRAWINGS, AND TO VERIFY THE
O O o OO, oopa ACTUAL PLACING OF REBARS IN THE FIELD DRAWINGS, ALL ADDITIONAL DETAILS WHICH ARE INFERABLE
o °�- `'ij $ �, EXECUTION AND COMPLETN WHICH THE WORK. FOR THE A NNO DOOR IN THE PATH OF MEANS OF ESCAPE SHALL BE LESS
O �d 15. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF WIDE EXCEPT THAT BATHROOM DOORS MAY BE 24 WIDE
Oa ° ° oo �'o p ° LOCAL ORDINANCES AND THE 'FLORIDA BUILDING CODE', 30. THE CONTRACTOR MUST FURNISH ALL LABOR, TOOLS, UNLESS A LAGER DOOR OPENING IS REQUIRED TO SATISFY
I I I I I CURRENT EDITION. MATERIALS AND EQUIPMENT NECESSARY TO EXECUTE THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.
IIII I I I I I I I I I I CONSTRUCTION OF THIS JOB. B. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN
At FIELD PRIOR TO WINDOW PLACEMENT.
A WINDOW MANUFACTURER TO VERIFY ALL WINDOW OPENINGS 31. UPON ACCEPTANCE AS SUBSTANTIALLY COMPLETE, THE OPEN THE DOOR FROM INSIDE THE CLOSET.
ARCHITECT SHALL ISSUE THE CONTRACTOR A 'PUNCHLIST',
I I IIII IIII IIII lr BELOW BASE COURSE INDICATING THE OBSERVED DEFICIENCIES IN THE WORK. THE C. EVERY 15ATNROOM DOOR LOOK SNA1.�. �� 'I'
DEPTH 17. NO TIE BEAMS SHALL $E FORMED /POURED PRIOR TO D�51C�N�D TO ALLOW �' I�
I � 6 MIL. IMPERMEABLE PLATE TRUSS SHOP DRAWINGS APPROVAL. CONTRACTOR SHALL MAKE SUCH CORRECTION$ AND ACHIEVE OPENING OF TN;E LOCKED DOOR FROM TN>c OUTSIDE IN AN EME U! rf
OR LINER 18. ARCHITECT / INTERIOR DESIGN ENGINEER'S VISITS AT THE FINAL COMPLETION WITHIN 14 CALENDAR WORKINC, DAYS. D RGENCY,
NorE: I I - SITE DURING CONSTRUCTION SHALL BE SCHEDULED WITH D' DOORS MAY BE $WINGING OR SLIDING.
32. CONTRACTOR TO VERIFY THAT THERE ARE NO PERTINENT E. NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST
COMPACTED SUBGRADE, 953. MODIFIED PROCTOR DENSITY CONTRACTOR BEFORE COMMENCING OF WORK AND DURING FEATURES ON THE ADJACENT PROPERTIES AND ACROSS THE EGRESS WHEN THE BUILDING IS OCCUPIED. CONSTRUCTION SHALL BE COORDINATED WITHIN 24 HOURS IN STREET THAT MAY AFFECT THE ONSITE SEWAGE TREATMENT IMPEDE OR PROHIBIT EGRESS OR ADVANCE PRIOR TO INSPECTION. AND DISPOSAL SYSTEM INSTALLATION. PIED. ALL LOCKING DEVICES WHICH
DRIVEWAY D E to I DISENGAGED SHALL BE PROHIBITED WHICH CANNOT BE EASILY
N.T.S.
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FLOOD LEGEND
RESIDENTIAL NEW CONSTRUCTION
ADDRESS: 5864 S.W. 11tH TERRACE
LOT:4 s 5 BLOCK: PLAT BOOK: 45 PAGE: 80
HIGHEST CROWN OF ROAD ELEv.: 11.15' FT. NG.YD. HIGHEST
CROWN OF ROAD ELEV. WAS TAKEN FROM THE ATTACHED SURVEY
OR A CERTIFIED SURVEY PREPARED BY:
MANUEL G. VERA PLS. LIC.0, 2262
SURvEYOR'S NAME
CONTRACTOR TO VERIFY
LOWEST FIN. FL.
GARAGE
ADJACENT
15' -0'
ELEV.
ELEV.
GRADE ELEV.
PROPOSED
1231' N.Vj3.D.
1156 N.V.GD.
VARIES
ALL ELECTRICAL, MECHANICAL t PLUMBING WILL BE PLACED AT
OR ABOVE THE BASE FLOOD ELEVATION (BF.E.). 10.0' NG.VD.
ALL AREAS BELOW S.F.E. SHALL BE PROVIDED WITH A MIN. OF TWO
(2) OPENINGS HAVING A TOTAL NET AREA OF NO LESS THAN ONE
SQUARE INCH OF OPENING FOR EVERY SQUARE FOOT OF
ENCLOSED AREA SUBJECT TO FLOODING . THE BOTTOM OF THE
OPENING WILL BE NO HIGHER THAN ONE (1) FOOT ABOVE GRADE
AND LOCATED ON DIFFERENT SIDES OF THE ENCLOSED AREA,
OPENINGS WILL BE EQUIPPED WITH SCREENS OR' LOUVERS. FLOOD
RESISTANT MATERIALS WILL BE USED BELOW BFE. .
THE SITE WILL BE GRADED IN A MANNER TO PREVENT THE
FLOODING OF ADJACENT PROPERTIES. WHERE NECESSARY
INTERCEPTOR SWALES WILL BE CONSTRUCTED ON -SITE WITH
NO ENCROACHMENT OVER ADJACENT PROPERTIES.
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SERVICE PIPE
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LOCATION
REQUIRED
rTO EXISTING SERVICE PIPE.
FRONT
25' -0'
28' -0'
1ST FLOOR SIDE
1' -6'
1' -6'
CONTRACTOR TO VERIFY
1' -6'
II' -9'
2ND FLOOR SIDE
15' -0'
151_01
10' VISIBILTY
I EXACT LOCATION ON SITE
24' -10'
REAR
25' -0'
TRIANGLE
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SUNSHINE STATE ONE CALL OF FLORIDA, INC,
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ZONING CALCULATIONS:
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LOT AREA : 10,188 SQ. FT.
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GROUND FL. A/C AREA : 2 ,259 SQ. FT.
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SECOND FL. A/C AREA : 1,726 SQ. FT.
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TOTAL A/C AREA : 3,985 SQ. FT.
GARAGE AREA : 451 SQ. FT.
COVERED TERRACE: 335 SO. FT.
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COVERED VERANDA : 130 60. FT,
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ENTRY : 62 SQ. FT.
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BALCONY- 66 50. FT.
GE
MAX. BLDG. COVERAGE : 3,236 SQ. FT. (303. MAX)
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BLDG. COVERAGE PROVIDED : 3,2163 50. FT.
MAX. IMPERVIOUS AREA: 4 ,315 SQ. FT. (40% MAX)
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HOUSE AREA : 3 ,2163 SQ. FT.
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POOL AREA: 1032 SQ. FT.
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IMPERVIOUS COVERAGE PROVIDED : 4 ,2483 SQ. FT. 139313 °) �i �s,
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LOCATION
REQUIRED
PROVIDED
FRONT
25' -0'
28' -0'
1ST FLOOR SIDE
1' -6'
1' -6'
1ST FLOOR SIDE
1' -6'
II' -9'
2ND FLOOR SIDE
15' -0'
151_01
2ND FLOOR SIDE
15' -0'
24' -10'
REAR
25' -0'
25' -0'
MAXIMUM HEIGHT ALLOWED - 25' TO MEDIAN OF ROOF
LEGAL DESCRIPTION :
m
THE EAST 45 FEET OF LOT 5 AND THE WEST 30 FEET OF LOT 5 OF
"FAIRGLADE PARK" ACCORDING TO THE PLAT THEREOF AS RECORDED IN
PLAT BOOK 45 AT PAGE 80 OF THE PUBLIC RECORDS OF MIAMI -DADE 0
COUNTRY, FLORIDA. 4
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SOIL AT THIS SITE IS SAND & ROCK ADEQUATE TO SUPPORT THE \
DESIGN LOAD OF 2000 PSF. AFTER EXCAVATION SIGNED AND 0 c
SEALED LETTER WILL BE SUBMITTED BY THE ARCHITECT OR THE U CD THE ENGINEER
FOUNDATION CONDITIONS ARETSIMI ARBTONTHO OBSERVED E UPON AND
WHICH
THE DESIGN IS BASED ON. � m
A SEPARATE
APPLICABLE,
PERMIT AND PRODUCT CONTROL APPROVAL, WHEN
IS REQUIRED
FOR
STRUCTURAL GLAZING WOOD TRUSSES
THE FOLLOWING
ITEMS:
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RIDGE VENTILATION
CURTAIN WALLS
DOORS
MULLIONS
.Q)
WINDOWS
PRECAST SYSTEMS
HANDRAILS
1_1
THE EAST 45 FEET OF LOT 5 AND THE WEST 30 FEET OF LOT 5 OF
"FAIRGLADE PARK" ACCORDING TO THE PLAT THEREOF AS RECORDED IN
PLAT BOOK 45 AT PAGE 80 OF THE PUBLIC RECORDS OF MIAMI -DADE 0
COUNTRY, FLORIDA. 4
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SOIL AT THIS SITE IS SAND & ROCK ADEQUATE TO SUPPORT THE \
DESIGN LOAD OF 2000 PSF. AFTER EXCAVATION SIGNED AND 0 c
SEALED LETTER WILL BE SUBMITTED BY THE ARCHITECT OR THE U CD THE ENGINEER
FOUNDATION CONDITIONS ARETSIMI ARBTONTHO OBSERVED E UPON AND
WHICH
THE DESIGN IS BASED ON. � m
A SEPARATE
APPLICABLE,
PERMIT AND PRODUCT CONTROL APPROVAL, WHEN
IS REQUIRED
FOR
STRUCTURAL GLAZING WOOD TRUSSES
THE FOLLOWING
ITEMS:
RIDGE VENTILATION
CURTAIN WALLS
DOORS
MULLIONS
ROOFING
WINDOWS
PRECAST SYSTEMS
HANDRAILS
RAILS
SIGNS
GLASS WALL
STORM SHUTTERS
STEEL JOISTS
STORE FRONT
FENCES
AWNINGS
DRIVEWAYS
DECKS
CALL 48 HOURS
Sheet
no
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SUNSHINE STATE ONE CALL OF FLORIDA, INC,
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