13-391-004LEGAL DESCRIPTION
36 54 40 NORTON MANOR PB 61 -132 LOT 14
LOT SIZE 11.00 X 136 OR 2081 -0215 11/2002 1
FLOOD LEGEND
ADDITIONS, REMODELING, REPAIRS AND COMBINATION
FOLIO: 09- 4036 - 033 -0510 ADDRESS: 5900 SW 83rd STREET
LOT / UNIT: 142 BLOCK / BLDG: 5
SUBDIVISION: SEAVIEW PARK PLAT BOOK: 11 PAGE: 80
ELEVATION
RESIDENCE
LOWEST FLOOR
GARAGE / STORAGE
ADJACENT GRADE
EXISTING
N/A
N/A
N/A
PROPOSED
N/A
N/A
N/A
CROWN OF THE ROAD =
THE OWNER OF THIS PROPERTY UNDERSTANDS THAT THE WORK AMOUNT
INDICATED ABOVE IS GOING TO BE KEPT ON THE OFFICIAL RECORD DURING A
SIX (6) MONTH PERIOD FROM THE DATE OF WHICH THE CERTIFICATE OF
COMPLETION IS ISSUED. IF ANY ADDITIONAL REPAIR, RECONSTRUCTION, ALTERATION
ADDITION, REMODELING, OR COMBINATION THEREOF IS DONE BEFORE THE ABOVE
WORK IF THE PROPERTY IS DECLARED SUBSTANTIALLY IMPROVED OR DAMAGED
AND THE FLOOR ELEVATION IS NOT IN COMPLIANCE, THE STRUCTURE WILL BE
ELEVATED IN ACCORDANCE WITH CHAPTER 110 OF THE
MIAMI -DADS COUNTY CODE.
0' -0" = N.G.VD.
ZONING LM-V: RS -3
SINGLE FAMILY
ZONING: SINGLE FAMILY (R5-3)
HEIGHT (TO RIDGE OF ROOF):
NET LAND AREA:
LOT COVERAGE ( GOUND COVER):
EXISTING RESIDENCE =
N/A
10,411 S.F.
2,312 SF.
2,312 SF.
LOT COVERAGE = SEE CHART BELOW
REQUIRED PROPOSED
SETBACKS: FRONT NO ADDITION DONE TO EXIST.
SIDE NO ADDITION DONE TO EX15T-.
SIDE NO ADDITION DOE TO X ST.
REAR NO ADDITION DONE TO EXIST.
SITE TO BE FILLED TO COUNTY FLOOD CRITERIA ELEVATION N.G.V.D OR AN
ELEVATION NO LESS THAN THE HIGHEST APPROVED CROWN ELEVATION OF
THE ROAD ABUTTING THE PROPERTY.
AREA ADJACENT TO LAKE OR CANAL TO BE GRADED SO AS TO PREVENT
DIRECT OVERLAND DISCHARGE OF STORMWATER INTO LAKE OR CANAL.
LOT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND DISCHARGE
OF STORMWATER ONTO ADJACENT PROPERTY. APPLICANT WILL PROVIDE
CERTIFICATION PRIOR TO FINAL INSPECTION.
ANY APPLICAE3LE RESOLUTION:
NOTICE: IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY
BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT
MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
SECTION 553.19 (10) FLORIDA STATUTES, EFFECTIVE 1/10/81.
APPLICANT WILL COMPLY WITH ORDINANCE 80 -90 (SECTION 13 -13.1) OF THE
METROPOLITAN DADE COUNTY CODE, PRIOR TO STARTING CONSTRUCTION.
A SEPARATE PERMIT WILL BE REQUIRED FOR ALL DRIVEWAY APPROACHES.
CONTACT PUBLIC WORKS DEPARTMENT.
THE HEIGHT OF FENCES, WALL AND HEDGES SHALL NOT EXCEED 25 FEET
IN HEIGHT WITHIN 10 FEET OF THE EDGE OF ANY DRIVEWAY HEADING TO A
RIGHT OF WAY, THE HEIGHT OF FENCES IS BEING MEASURED FROM GRADE=
ELEVATION OF PUBLIC SIDEWALK OF CROWN OF ROAD.
Pervious / Impervious Sq. Ft. Calculations:
Zoning Classification: RS -3
Max Impervious Coverage ( %): 40% of 10,471 = 4,188.4 Sq. Ft. max
Impervious Breakdown
Existing Residence =
Proposed Rear Cov. area =
(Pool + Deck Area)
Proposed Driveway =
Proposed Front Porch =
Proposed Conc. Pads =
(North side of Prop.)
Total
2,312 Sq. Ft. (after demolition)
1,416.59 Sq. Ft.
N /A. (Pervious Material): Paver on Sand Bed
134.4 Sq. Ft.
2@34 S. F, 1 @a 20S. F, 1@16 16 S. F, 11 @a 3.3 S.F. = 137 Sq. Ft
3,999.99 Sq. Ft. (4,188.80 - 3,999.99) = 188.81 Sq. Ft. Remaining
5UJ 83(RD STfREET
GENERAL NOTES
ALL DIMENSIONS SHALL BE VERIFIED AT FIELD BY GENERAL CONTRACTOR
SHOULD THERE BE ANY INCONSISTENCY WITH PLAN DIMENSIONS,
ARCHITECT SHALL BE NOTIFIED (WRITTEN) FOR APPROVAL, BEFORE
PROCEEDING WITH WORK
— ���'7TTTTT/ —�T /�.
PLANS PART OF THIS SET ARE COMPLIMENTARY. INFORMATION IS
LIMITED TO ONE PLAN. DRAWINGS AND SPECIFICTATONS ARE INSTRU
OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT
WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR
THEY ARE NOT TO BE USED BY THE OWNER ON OTHER PROJECTS OR
EXTENSIONS TO THIS PROJECT, EXCEPT BY AGREEMENT IN WRITING AN
WITH APPROPRIATE COMPENSATION TH ARCHITECT. TH S ANS
FOR RERV151ON TO COMPLIANCE WITH PPLICABLE BUILDING CODES AN T' / % // / /
IS THE SOLE RESPONSIBILITY OF THE OWNER AND /OR CONTRACTOR TO
BUILD ACCORDING TO THE DRAWING . IF CONTRACTOR AND /OR
SUBCONTRACTOR FIND IT NECESSAR TO DEVIATE FROM THE ORIGINAL
APPROVED PLANS, THEN IT IS THE C NTRACTOR S AND THE SUBCONTRACT
/ / / // / /// // /// / / / /
RESPONSIBILITY TO PROVIDE THE A CHITECT WITH FOUR COPIES OF THE / / / / / / / / ///Io
PROPOSED CHANGES FOR ARCHITEC 'S APPROVAL BEFORE PROCEEDING WIT /// % / //
THE WORK
IN ADDITION THE CONTRACTOR AND UBCONTRACTOR ARE RESPONSIBLE
FOR PROCURING ALL NECESSARY A OVALS FOR THE BUILDING
AUTHORITIES FOR THE PROPOSED C NGES, BEFORE PROCEEDING
WITH THE WORK THE CONTRACTOR SUBCONTRACTOR ARE RESPONSIBLE
FOR PROCURING ALL NECESSARY IN ECTIONS AND APPROVALS FROM THE BUILDING
AUTHORITIES DURING THE EXECUTION, CONTRACTOR TO VERITY ALL EXISTING
ELECTRICAL SERVICE AND COORDIN TE WITH OWNER FOR NEW SERVICE
REQUIREMENTS AND CONTRACTORS ALL INFORM ARCHITECT OF ANY
DISCREPENCIES BEFORE COMMENCIN 5 WITH WORK x.
OWNER / BUILDER AND /OR CONTRAC OR SHALL OBTAIN NECESSARY PERMITS, ..... ....... . ........... ..... ...... .....
LICENSES, AND CERTIFICATIONS AND IDAY ALL FEES.
OWNER / BUILDER AND /OR CONTRAC OR SHALL VERIFY ALL CONDITIONS
:ND
DIMENSIONS IN THE FIELD AND SHAL IMMEDIATELY NOTIFY THE ARCHITET
OF ANY THAT DIFFER OR INTERFERE ITH THOSE SHOWN ON THIS PLAN
BEFORE PROCEEDING WITH WORK A L DIMENSIONS SUPERSEDE SCALED DRAWINGS <:. €
OWNER / BUILDER AND /OR CONTRAC OR TO GUARD AGAINST ANY AND ALL
P05515LE HAZARDOUS CONDITIONS XP05ED HOT WIRING, ETC.) WHICH
MIGHT OCCUR AS A RESULT OF CONS RUCTION.
OWNER / BUILDER AND/OR CONTRACTOR SHALL BE RESPONSIBLE FOR
IMMEDIATE CLEANING AND REMOVAL OF ALL DEBRIS UNTIL THE PREMISES
ARE ACCEPTED IN A CLEAN, HANTAI 3LE CONDITION. `
OWNER / BUILDER AND /OR CONTRAC OR TO CHALK UP ALL PARTITIONS IN THE FIEL i
AND NOTIFY ARCHITECT PRIOR TO C NSTRUCTION. ALL NEW WALL INFILLS SHALL
BE MADE TO MATCH THICKNESS AND MATERIALS OF ADJACENT CONSTRUCTION, I . .......... ..........'
UNLESS OTHERWISE NOTED.
OWNER / BUILDER AND /OR CONTRAC OR t0 NOTIFY ARCHITECT IF BASIC A/C ,. I
DUCT SYSTEM INTERFERES WITH INST41LATION OF LIGHT FIXTURES. V ;=
OWNER / BUILDER AND /OR CONTRACTOR SHALL NOT PERMIT UNAUTHORIZED PEROO
INSIDE THE CONSTRUCTION AREA.
OWNER / BUILDER AND /OR CONTRAC OR TO INSTALL BARRIERS AND DROP TARPAU .INS' . I
AS NECESSARY AND REQUIRED AROI IND PERIMETER OF CONSTRUCTION LIMITS TO a
PROTECT THE PUBLIC. FINISHES MU51 BE PROTECTED AND ANY FINISHES DAMAGES E
SHALL BE REPLACED BY CONTRAC R IMMEDIATELY. CONTRACTOR SHALL MAINT IN "
A DUMPSTER AT A 51TE DETERMINED BY BUILDING MANAGEMENT FOR THE ENTIRE E
DURATION OF CONSTRUCTION.
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48 NOURS BEFORE 0/ J
CAI-,L TO,.L FREE
1 -800- 432 -477
U.N.C.L.E. UNOER6ROUND UTIL I TIES
NOTIFICATION CENTER
85.16' L
POOL. SAFE:T� 5ARRIEER:
THE TOP OF THE BARRIER SHALL BE AT LEAST 48 INCHES (1219 MM) ABOVE GRADE
MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL_
THE MAXIMUM VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER
SHALL BE 2 INCHES (51 MM) MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY
FROM THE SWIMMING POOL. WHERE THE TOP OF THE POOL STRUCTURE IS ABOVE GRADE
THE BARRIER MAY BE AT GROUND LEVEL OF MOUNTED ON TOP OF THE POOL STRUCTURE.
WHERE THE BARRIER IS MOUNTED ON TO OF THE POOL STRUCTURE AND THE BOTTOM OF
THE BARRIER SHALL BE 4 INCHES (102 MM).
ACCESS GATES, WHEN PROVIDED, SHALL BE SELF - CLOSING AND SHALL COMPLY WITH THE
REQUIREMENTS OF SECTIONS 4242.11.1.1 THROUGH 4242.11.1.1 AND SHALL BE EQUIPPED WITH A
SELF - LATCHING LOCKING DEVICE LOCATED ON THE POOL SIDE OF THE GATE. WHERE THE
DEVICE RELEASE IS LOCATED NO LESS THAN 54 INCHES (1372 MM) FROM THE BOTTOM OF
THE GATE, THE DEVICE RELEASE MECHANISM MAY BE LOCATED ON EITHER SIDE OF THE
GATE AND SO PLACED THAT IT CANNOT BE REACHED BY A YOUNG CHILD OVER THE TOP
OR THROUGH ANY OPENING OR GAP FROM THE OUTSIDE. GATES THAT PROVIDE ACCESS
TO THE SWIMMING POOL MUST OPEN OUTWARD AWAY FROM THE POOL. THE GATES AND
BARRIER SHALL HAVE NO OPENING GREATER THAN Ys INCH (121 MM) WITHIN IS INCHES (451
MM) OF THE RELEASE MECHANISM.
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EXISTING SITE PLAN
SCALE : 3/32" = l' -0"
LOT COVERAGE: Square Footage Calculations:
Existing Total
Square Footage: 2,312 2,312
SUJ 83RD STfREET
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Lot Coverage: Maximum Allowed = 30% 10,471 x.30% = 39141.3
Proposed = 22.08% (2,312 110,471)
Green Area: Residence & Pool Area = 3,141.00
Proposed Driveway / Pavers = 1,590.60
Total = 4,731.60
10,471 - 4,731.60 = 5,739.4 (54.8 %)Total Area
NEW MAILBOX
LOCATION.
CONTRACTOR TO
COORDINATE
WITH USPS AND
CITY OF S. MIAMI
NORTH
FROP05ED SITE PLAN_'
sC;ALE : 3/32 . l'-011
i
NOTE:: TERMITE PROTECTION
ALL BUILDINGS SHALL HAVE A PRE - CONSTRUCTION TREATMENT
PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS
AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND
CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT
TO PRECONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST
SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE
ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST
CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE
BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE
PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN
ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
TREE NOTE::
EXISTING TREES TO REMAIN UNDISTURBED. PROVIDE A 10' -0" BARRIER
AROUND EXISTING TREES. NO MACHINERY, CHEMICALS, MATERIALS,
EQUIPMENT, FILL AND /OR PEOPLE TO BE WITHIN PERMITER OF BARRIER
SCOPE: OF UJORK:
THE SCOPE OF WORK FOR THIS PROJECT CONSISTS OF:
1.THE REMOVAL OF THE EXISTING ASPHALT DRIVEWAY.
2NEW PERVIOUS DRIVEWAY AT THE FRONT AND SIDE OF
THE EXISTING RESIDENCE.
3. NEW PERVIOUS PATHWAY CONNECTING DRIVEWAY(S).
4. NEW CORAL STONE DECK LOCATED AT THE BACK OF
THE EXISTING RESIDENCE.
5. NEW ro -0 HIGH WOOD FENCE TO RUN ALONG THE
BACK AND SIDE YARD.
6. NEW CONCRETE PORCH WITH CORAL STONE VENEER
-1. NEW CONCRETE PAVERS LOCATED AT THE SIDE OF THE
EXISTING RESIDENCE.
Revisions
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48 NOURS BEFORE 0/ J
CAI-,L TO,.L FREE
1 -800- 432 -477
U.N.C.L.E. UNOER6ROUND UTIL I TIES
NOTIFICATION CENTER
85.16' L
POOL. SAFE:T� 5ARRIEER:
THE TOP OF THE BARRIER SHALL BE AT LEAST 48 INCHES (1219 MM) ABOVE GRADE
MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL_
THE MAXIMUM VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER
SHALL BE 2 INCHES (51 MM) MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY
FROM THE SWIMMING POOL. WHERE THE TOP OF THE POOL STRUCTURE IS ABOVE GRADE
THE BARRIER MAY BE AT GROUND LEVEL OF MOUNTED ON TOP OF THE POOL STRUCTURE.
WHERE THE BARRIER IS MOUNTED ON TO OF THE POOL STRUCTURE AND THE BOTTOM OF
THE BARRIER SHALL BE 4 INCHES (102 MM).
ACCESS GATES, WHEN PROVIDED, SHALL BE SELF - CLOSING AND SHALL COMPLY WITH THE
REQUIREMENTS OF SECTIONS 4242.11.1.1 THROUGH 4242.11.1.1 AND SHALL BE EQUIPPED WITH A
SELF - LATCHING LOCKING DEVICE LOCATED ON THE POOL SIDE OF THE GATE. WHERE THE
DEVICE RELEASE IS LOCATED NO LESS THAN 54 INCHES (1372 MM) FROM THE BOTTOM OF
THE GATE, THE DEVICE RELEASE MECHANISM MAY BE LOCATED ON EITHER SIDE OF THE
GATE AND SO PLACED THAT IT CANNOT BE REACHED BY A YOUNG CHILD OVER THE TOP
OR THROUGH ANY OPENING OR GAP FROM THE OUTSIDE. GATES THAT PROVIDE ACCESS
TO THE SWIMMING POOL MUST OPEN OUTWARD AWAY FROM THE POOL. THE GATES AND
BARRIER SHALL HAVE NO OPENING GREATER THAN Ys INCH (121 MM) WITHIN IS INCHES (451
MM) OF THE RELEASE MECHANISM.
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EXISTING SITE PLAN
SCALE : 3/32" = l' -0"
LOT COVERAGE: Square Footage Calculations:
Existing Total
Square Footage: 2,312 2,312
SUJ 83RD STfREET
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Lot Coverage: Maximum Allowed = 30% 10,471 x.30% = 39141.3
Proposed = 22.08% (2,312 110,471)
Green Area: Residence & Pool Area = 3,141.00
Proposed Driveway / Pavers = 1,590.60
Total = 4,731.60
10,471 - 4,731.60 = 5,739.4 (54.8 %)Total Area
NEW MAILBOX
LOCATION.
CONTRACTOR TO
COORDINATE
WITH USPS AND
CITY OF S. MIAMI
NORTH
FROP05ED SITE PLAN_'
sC;ALE : 3/32 . l'-011
i
NOTE:: TERMITE PROTECTION
ALL BUILDINGS SHALL HAVE A PRE - CONSTRUCTION TREATMENT
PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS
AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND
CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT
TO PRECONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST
SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE
ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST
CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE
BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE
PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN
ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
TREE NOTE::
EXISTING TREES TO REMAIN UNDISTURBED. PROVIDE A 10' -0" BARRIER
AROUND EXISTING TREES. NO MACHINERY, CHEMICALS, MATERIALS,
EQUIPMENT, FILL AND /OR PEOPLE TO BE WITHIN PERMITER OF BARRIER
SCOPE: OF UJORK:
THE SCOPE OF WORK FOR THIS PROJECT CONSISTS OF:
1.THE REMOVAL OF THE EXISTING ASPHALT DRIVEWAY.
2NEW PERVIOUS DRIVEWAY AT THE FRONT AND SIDE OF
THE EXISTING RESIDENCE.
3. NEW PERVIOUS PATHWAY CONNECTING DRIVEWAY(S).
4. NEW CORAL STONE DECK LOCATED AT THE BACK OF
THE EXISTING RESIDENCE.
5. NEW ro -0 HIGH WOOD FENCE TO RUN ALONG THE
BACK AND SIDE YARD.
6. NEW CONCRETE PORCH WITH CORAL STONE VENEER
-1. NEW CONCRETE PAVERS LOCATED AT THE SIDE OF THE
EXISTING RESIDENCE.
Revisions
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Job No.
12 -014
Date 04/08/13
Scale.- . ?SHOWN
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AA`= 26001560
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