11-109-001.................................................................................................................................................................................................................... ......,...
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INDEX OF
DRAWINGS
0-r04DE-RAR: K'RSNLR
FLOOD LEGEND
SP-1 1 OF 13
SITE PLAN
Additions, Remodeling, Repairs & Combination
INDEX OF DRAWINGS
ZONING INFORMATION
FLOOD LEGEND
FOLIO: 09-4035-014-0100 ADDRESS: 6720 SW. 76TH TERR. MIAMI, FLORIDA. 33143
LEGAL DESCRIPTION
SCOPE OF WORK
LOT: 2
BLOCK: 2 SUBDIVISION: MANGO TERRACE
SOIL NOTE
7'-6' SIDE SETBACK
15T. POOL HOUSE (NO NEW WORK)
7'-6"SIDE SETBACK
PLAT BOOK: 61
PAGE: 23
2 OF 13...................................
A-1 (}
DEMOLITION
MEETS & BOUND:
Nx—
DEMOLITION NOTES
A-2 (3 OF 13)......................................................................................................................................
FIRST FLOOR PLAN
r
o ' as
SCOPE OF WORK
NEW FOYER, NEW FRONT PATIO, INTERIOR REMODELING, NEW ROOF
FINISH LE
7.
as
Sa
asa
E
DOOR SCHEDULE
11250,00 (+/—)
COST OF WORK FOR INTERIOR RENOVATION 132.36 SQ. FT. AREA OF INTERIOR RENOVATION
ELECTRICAL RECONFIGURATION
18,450.00 (+/-)
COST OF WORK FOR FRONT, ADDITION 35.51 SO. FT. AREA OF COVRED PA110 ADDITION
A/C RECONFIGURATION
-
4,536.00(+/�
N5337SOFf AREA R00
COST OF WORK FOR COVERED PATIO ADDITION F FOYER & LIVING M ADDITION
A 3 ( OF 1)....................................................................................................................................
4 3.
ELEVATION
DECK
X►S7 POOL POOL DEC (O NEW WORK)
WSCHLULE
WINDOW SCHEDULE
t
t 44,841,47(+/—)
COST OF WORK FOR ROOF RECONFIGURATION 1,793.65 SO. FT. AREA OF M. BEDROOM &GARAGE ADDITION
WIND PRESSURE SCHEDULE
V)
/Z(
1 69,077.00(+/—)
TOTAL ESTIMATED CONSTRUCTION COST
}.....................................................................................................
A-4 5 OF 13.................................
EXTERIOR BUILDING ELEVATION
I I
WINDOW SCHEDULE
LO
N
OUTLINE OF EXIST. COVRED PATIO (NO NEW
WORK)
I
,
N
• 1 : i
RIF.,
WIND PRESSURE SCHEDULE
A-5 (6 OF 13).................................................................................................................................. GENERA. SPECIFICATIONS
ARCHITECTURAL DETAILS
S-1 (7 OF 13)..................................................................................................................................... FOUNDATION PLAN
FOOTING SCHEDULE
COLUMN SCHEDULE
I
r
THE OWNER OF THIS PROPERTY UNDERSTANDS THAT THE WORK AMOUNT INDICATED ABM IS GOING TO BE KEPT ON THE FLOOD ME- X
OFFICIAL PERMIT RECORD DURING A SIX (6) MONTH PERIOD FROM THE DATE OF WHICH THE CERTIFICATE OF COMPLETION
—
ROOF FRAMING PLAN
I i I
IS ISSUED. ANY REPAIR, RECONSTRUCTION, ALTERATION, ADDITION, REMODELING OR COMl NATION THEREOF IS
BEAM SCHEDULE
VDEKGROUND ELECTRICAL SERVICE 15Y F.P.L. j
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t
DONE BEFORE THE CERTIFICATE OF COMPLETION IS ISSUED, OR WITHIN THE TRACKING PERIOD, IT WILL BE CONSIDERED A
WIND LOAD CALCULATIONS
LACE EXISTING OVERHEAD SERVICE
fill
CONTINUAN F OF THE ABOVE WORK. IF THE PROPERTY IS DEOMED SUBSTAHTIWlY IMPROVED OR DWAGED AND THE
I
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I
FLOOR ELEVAIION IS NOT IN COMPM&T, THE STRUCTURE WILL BE ELEVATED IN ACCORDANCE WITH CHAPTER 11C OF THE
CONNECTION SCHEDULE
11
MVO —DARE COUNTY CODE.
S— (9 OF 1) .............................................................................................................................
STRUCTURAL. SPECIFICATIONS
OUTLINE OF EXIST. STRUCTURE
STRUCTURAL DETAILS
S— OF
STRUCTURAL DETAILS
.. ...........
STRUCTURAL DETAILS
;OM51NATION SERVICE ENTRANCE AND
200 AMPS. SEE ELECTRICAL PLANS.
E-1 (12 OF 13).....................................................................................................................................
E-2 (13 OF 13)........... ........ ................................ ,........................................................................ ........
VCTURE TO 13E
TURAL PLANS
FIO ADDITION (SEE
J)
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...................................................................................................................
ZONING INFORMATION PHASE ONE 01
THE INFORMATION BELOW WAS DETERMINED FROM SURVEY 109-0181 DATED 02-12/2009 BY THOMAS J. KELLY. INC. LB. NO. 6486
SURVEYORS —MAPS —LAND PLANNERS. 333 PALERMO AVENUE, CORAL GABLES FL 33134. (TEL: 305-444-7692)
SITEZONING................................................................... RS-3
NET SITE DIMENSIONS......................................................................... 141.84x 75.00'
NET SITE AREA .................................................. 10,638 SQ. FT. (100%)
ALLOWABLE ACTUAL
AREA EXISTING ENCLOSED BUILDING ....................... NA........................................................... 1,494.00 SQ.FT
AREA EXISTING REAR COVERED PATIO ................... NA........................................................... 735.00 SOFT
AREA EXISTING POOL HOUSE ...................................... NA..,........................................................ 151.20 SQ.FT
TOTAL AREA OF EXISTING ROOFED BUILDING ...............NA........................................................... 2,380.20 SQ.FT
AREA OF FOYER ADDITION ............................ 25% OF EXIST'.= 595 SQ, FT.......... 35.51 SQ.FT (1.49%
AREA OF FRONT COVRED PATIO ADDITION .................. 25% OF EXIST.= 790.90 SO. FT.......... 53.37 SQ.FT
r BUILDING LOT COVERAGE ....................................... 30% OF 10,638.0 S.F=3,191.40 S.F... 2,468.88 SQ.FT (23.21%)
TOTAL AREA OF ROOFED BUILDING ....................... NA .......................................................... 2,468.88 SQ.FT
TOTAL AREA EXIST. POOL & POOL DECK ............. NA........................................................... 1,229.25 SOFT
TOTAL AREA PAVING ............. NA ............................................ _............. 105.00 SOFT
TOTAL IMPERVIOUS AREA. . .......................... ........ 40% OF 10,638 S.F.=4,255.20 ST ...... 3,803.13 SQ.FT �35.75%j
TOTAL LANDSCAPE AREA ...................................... NA........................................................... 6,834.87 SQ.FT 64.25%
BUILDING SETBACKS
FRONT...................... .... ................................ ........ .. 25'-0................. ... ................................ 30'-3'
SIDE.................................................................... 7'-6' MIN....................... 7'-10'
REAR.................................................................... 25'-0' MIN............................................. 25-11'
BUILDING ELEVATIONS
BASEFLOOD ELEVATION....................................................................................................................... 'X' ZONE
EXIST. FINISH FLOOR ELEVATION ........................................................................................................... 13.19' N.G.V.D.
TOP OF NEW TIE BEAM MATION ....................................... ..--- ........... ................ ................ ......... 9'-6 Y'(+/—) A.F.G.
MEAN NEW ROOF ELEVATION ........................................................................................................... 12'-10' (+/—)A.F.G.
TOP OF NEW ROOF ELEVATION ........................................................................................................... 15'-8' (+/—) A.F.G.
SCOPE OF WORKCITY OF SOUTH M1,4M
EPT.
IS LIMITED TO THE FOLLOWING ITEMS:
1. INTERIOR REMODELING OF EXISTING FOYER & M. BEDROOM . STRUCTURAL SECTION
2. THE ADDITION OF NEW FRONT COVERED PATIO & FOYER.
3. THE INSTALLATION OF NEW METAL ROOF OVER NEW & EXISTING STRUCTURE.
THE WORK SHALL BE BASED ON THESE PLANS AND ANY ADDITIONAL WORK NEEDED TO COMPLETE THE PROJECT. 4"PROVED BY.
LEGAL DESCRIPTION
LOT 2, BLOCK 2, SUBDIVISION: MANGO TERRACE, ACCORDING TO THE PLAT THEREOFAS RECORDED IN PLAT BOOK 61, PAGE 23, OF THE PUBLIC
RECORDS OF DADE'''COUNTY, FLORIDA.
EXISTING SEPTIC TANK AND DRAIN FIELD. SEE SOIL NOTE
ATTACHED SEPTIC TANK AND DRAIN FIELD
CERTIFICATION (NO NEW WORK) UPON VISUAL INSPECTION OF OPEN EXCAVATION, A SIX INCH (6') LAYER OF TOPSOIL ON SOLID ROCK RIDGE CAPABLE OF A SAFE BEARING
CAPACITY OF 2,000 P.S.F. THE FOUNDATION SHALL BE BEARING ON UNDISTURBED NATURAL SOIL ANY VOIDS FOUND DURING FOUNDATION
EXCAVATION TO BE FILLED WITH CONCRETE OR SOIL STABILIZATION PROCEDURES STATED IN STRUCTURAL SPECIFICATIONS TO BE FOLLOWED.
EATER METER AND MAIN SERVICE WATER LINE( THE ARCHITECT AND OR ENGINEER SHALL BE INFORMED OF WHEN THE FOUNDATION TRENCH HAS BEEN EXCAVATED IN ORDER FOR THE
SITE PLAN
V WORK) SCHEDULING OF AN ON SITE INSPECTION BEFORE PROCEEDING WITH THE WORK.
A LETTER WILL BE SUBMITTED AFTER THE GROUND HAS BEEN BROKEN ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE
5CALE : 3/32'= IV NC}RTIi FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED. THE LETTER WILL BE SIGNED AND SEALED BY AND
ARCHITECT AND OR AN ENGINEER IN ORDER TO CERTIFY THE EXISTING SOIL CONDITIONS.
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