01-0106-004 REVISIONS BY
GENERAL NOTE5 GJ
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4- 09/2�/O1 GJ
1. ALL CONSTRUCTION SHALL COMPLY WITH THE PROVISIONS OF THE SOUTH
FLORIDA BUILDING CODE.
2. THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING BID AND STARTING S.W. 41St, STREET
ANY WORK. THE CONTRACTOR SHALL NOTIFY -IN WRITTING- THE ENGINEER - - - — —OF ANY ERROR, INCONSISTANCY OR OM1651ON THAT HE MAY FIND PRIOR TO
PROCEEDING WITH THE AFFECTED PORTION OF THE WORK. THE MEANS OF
CORRECTING IT SHALL BE APPROVED BY THE ENGINEER PRIOR TO THE j
IMPLEMENTATION OF THE SOLUTION.
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3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EX15TING 50.00,
UTILITIES WHETHER SHOWN HERE OR NOT AND FOR PROTECTING THEM AND
OTHER PHYSICAL PROPERTY FROM DAMAGE. THE CONTRACTOR SHALL
BEAR ALL EXPENSE OF REPAIR AND/OR REPLACEMENT OF UTILITIES EXISTING 1 ro
OR ANY OTHER EXISTING PROPERTY DAMAGED BY OPERATIONS IN _ 1° DIA
N WATER LINE
CONJUNCTION WITH THE EXECUTION OF THIS WORK. REWORKING OF DAMAGED -1
PROPERTY SHALL BE TO ORIGINAL CONDITION OR BETTER. /
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4. THE CONTRACTOR SHALL PROVIDE A COPY OF THE BUILDING PERMIT AND
ALL SUB-PERMITS TO THE ENGINEER FOR RECORDS. .°� W O
EXISTING O
S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL DEBRIS ( STORY SINGLE I W
FROM THE PREMISES AND FOR KEEPING THE SITE IN A CLEAN (BROOM) FAMILY -�
n RESIDENCE. I ^ W (�
CONDITION AT ALL TIMES. I 5809 SW 41st. ST. w 0-
MIAMI, FL ( >-
FFL. EL. 15.16' Q:� z
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL "MEANS AND METHODS" I LW Z
OF CONSTRUCTION INCLUDING SCAFFOLDING, SHORING, BRACING, ETC.
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FOR "MEANS AND METHODS" -1 e I I ^ o z 6 .14-
7. THE ENGINEER SHALL NOT BE RESPONSIBLE R E � 1 W z �
TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION, NOR FOR I I N
SAFETY MEASURES AND PROGRAMS RELATED TO THE CONSTRUCTION. c>, W Q
S. THE ENGINEER MAKE NO GUARANTEE OR WARRANTY FOR PRODUCTS I 900 GLS N � U d-
NAMES BY TRADE NAME, MANUFACTURER OR OTHER REFERENCE. SETSB SEPTIC TANK U �
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9. ALL STRUCTURAL LUMBER TO HAVE A MINIMUM e ADDITION r I T T I o ; °
Fb = 1,200 PSI (SOUTHERN PINE No. 1 M I EXISTING q Of Q ro
ANCHOR BOLTS : A 301 STD I1(TYP)FENCE I 4 8I �
FOUNDATIONS TO HAVE A MINIMUM W J _
F cL 3000 PSI X028 DAYSS, COLUMNS AND FOUND E I q I I d-
50.00' � .�''• t;�' •'�-
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PERMITTED OR -
t REQUIRED PROVIDED
LOT AREA: - 5,500SF. i i
GROSS BUILDING AREA - 1,242SF(EXIST)+29'tSFel�r39SF °�
r BUILDING STORIES: (PERMITTED) 2 1
LOT COVERAGE (ALL UNDER ROOF): 30 , 255P.ONCLUDING-ADDITION)
BUILDING HEIGHT(TO ROOF RIDGEh 25'-0" 12'-0" LEGAL D E 5CRI FT I ON:
MAXIMUM IMPERVIOUS COVERAGE (%sF) 459', 33910
EXISTING HOUSE=1,242 SF x 25%n 311 864::(25910) -
PROPOSED ADDITION= - 29'1 SF LOT 1-1 BLOCK 1
SETBACKS REQUIRED PROVIDED UJESTERFIELD MANOR SECTION THREE,
PB 21 P 9 ,
FRONT 25'-0"' 25'-2"
-1
SIDE '-6" 1'-1" DADE COUNTY, FLORIDA
SIDE STREET 15'-0" N/A
REAR 25'-0" 36'-10"
SITE TO BE FILLED TO COUNTY FLOOD CRITERIA ELEVATION EL. KG.v.D.
OR AN ELEVATION NO LESS THAN THE HIGHEST APPROVED CROWN SITE PLAN
ELEVATION OF THE ROAD ABUTTING THE PROPETY.
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 DISCWARiSE 1/16" "
= 1'-0
OF STORMWATER ONTO ADJACENT PROPERTY. Q
APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO FINAL INSPECTION. �
LOWEST FINISHED FLOOR ELEVATION 50 I L STATEMENT: W d-
(INCLUDING BASEMENT)
DISTRICT ELEVATION DEL
AS PER VISUAL INSPECTION OF THE PROPERTY A SOIL W
DADE COUNTY FLOOD CRITERIA DCEL COMPOSED OF LIMESTONE ROCK AND SAND WAS � �
CROWN OF ROAD 12101'
OBSERVED. AN ESTIMATED SOIL BEARING CAPACITY OF
DISTRICT C.H.H Sr-A OTHER W ^
REQUIRED 13.53' 2,000 PSF WAS USED FOR THE DESIGN OF THE FOUNDATION � � Q E
PROPOSED• 15.16' OF THE PROPOSED ADDITION. O W
AT THE TIME OF CONSTRUCTION THE SITE WILL BE INSPECTED
LOWEST FLOOR AS-BUILT ELEVATION SURVEY Is u.
REQUIRED BEFORE MAKING ANY INSPECTION ABOVE TO VERIFY THE SOIL.. CHARACTERISTICS AND A LETTER WILL CC
LOWEST FLOOR
•SHALL BE INCHES ABOVE FINISHED GRADE BE SUBMITTED TO THE BUILDING OFFICIAL ATTESTING THAT O (j) _+_j
THE 51TE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS a: �
ARE SIMILAR TO THOSE UPON WHICH TIDE DESIGN IS BASED. Q � U �
ANY APPLICABLE RESOLUTION : Q `�
NOTICE:
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IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE
ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY 0
BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. SECTION 553.19 (10), W
FLORIDA STATUTES, EFFECTIVE 1/10187
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A SEPARATE PERMIT WILL BE REQUIRED FOR ALL DRIVEWAY APPROACHES
ONTO PUBLIC RIGHT OF WAY. CONTACT PUBLIC WORKS DEPT.
THE HEIC-NT OF FENCES, WALL AND HEDGES SHALL NOT EXCEED 2B FEET Date 01-29-01
IN HEIGHT WITHIN 10 FEET OF THE EDGE OF ANY DRIVEWAY LEADING TO
A RIGHT OF WAY. Scale AS NOTED
THE HEIGHT OF FENCES IS BEING MEASURED FROM GRADE.GRADE EQUALS
TO THE ELEVATION OF PUBLIC SIDEWALK OR CROWN OF ROAD. Drawn G.D.J.
Job 00-320
Sheet
A-1
Of 8 Sheets