01-0106-005 = REVISIONS BY
GENERAL NOTE 5 1- 05/21 GJ
j 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. 41at. STREET
ANY WORK. THE CONTRACTOR SHALL NOTIFY -IN WRITTING- THE ENGINEER - - - —� -
OF ANY ERROR, INCONSISTANGY OR OMISSION 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 B
IMPLEMENTATION OF THE SOLUTION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING ���0
UTILITIES WHETHER BROWN HERE OR NOT AND FOR PROTECTING TI—IEi"f AND 0
OTHER PHYSICAL PROPERTY FROM DAMAGE. THE CONTRACTOR SHALL
BEAR ALL EXPENSE OF REPAIR ,AND/OR REPLACEMENT OF UTILITIES Ex1sTING j
OR ANY OTHER EXISTING PROPERTY DAMAGED BY OPERATIONS IN
N
WATER LINE
CONJUNCTION WITH THE EXECUTION OF THIS WORK. REWORKING OF DAMAGED
PROPERTY SHALL BE TO ORIGINAL CONDITION OR SETTER. �-
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4. THE CONTRACTOR SHALL PROVIDE A COPY OF THE BUILDING PERMIT AND r-,
ALL SUB-PERMITS TO THE ENGINEER FOR RECORDS. L dN-
EXISTING tZ O (n O
ONE
E. 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 W -i
CONDITION AT ALL TIMES. C I 1; mSI E . st. I -�
MIAMI, FL I Ld �-
FFL. EL. 15.16' or_ Z
(o. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL "MEANS AND METHODS" W Z
OF CONSTRUCTION INCLUDING SCAFFOLDING, SHORING, BRACING, ETC. e I z D
t e I _ w CD
-1. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR "MEANS AND METHODS", �' I D Z p d-
N z
TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION, NOR FOR `� I RIV-6 =� I W �
SAFETY MEASURES AND PROGRAMS RELATED TO THE CONSTRUCTION. co w Q g n
1D _
r " EXISTING �' O
S. THE ENGINEER MAKE NO GUARANTEE OR WARRANTY FOR PRODUCTS I SOO GLS N U
NAMES BY TRADE NAME, MANUFACTURER OR OTHER REFERENCE. SET 13 1 SEPTIC LANK > U O
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= I NEW O � g Ln
9. ALL STRUCTURAL LUMBER TO HAVE A MINIMUM 0 ADDITION f I T T l I I- O
Fb = 1,200 PSI (SOUTHERN PINE No. 1 0 EXISTING
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I�,,• 5
ANCHOR BOLTS : A 30-1 STD WIRE FENCE 3 g I Q 7.4L
ALL CONCRETE FOR SEAMS, COLUMNS AND FOUNDATIONS TO HAVE A MINIMUM (ItYP) Q I I w
F'c = 3000 PSI Q 28 DAYS I I � I I 0 N' -`�`' ., J:
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L4
500' u Li G
ZONING:
PERMITTED OR ::1 ✓ ��2 ��
REQUIRED PROVIDED
NO
LOT AREA: - 5,50mSF. •—f c
GROSS BUILDING AREA - 1,242SF(EXIST)+2'B1SF=1539SF
BUILDING STORIES: (PERMITTED) 2 1
LOT COVERAGE (ALL UNDER ROOFS 309 289VINCLUDING-ADDITION)
BUILDING HEIGHT(TO ROOF RIDGE). 25'-0" 12'-0" LEGAL D E SCR I FT I ON-
MAXIMUM IMPERVIOUS COVERAGE (%SF) 45% 339
EXISTING HOUSE■1,242 SF x 25%■ 311 SF(25%) - LOT 1-1 $LOCK I
.PROPOSED ADDITION - 297 OF WESTERFIELD MANOR SECTION THREE,
a SETBACKS REQUIRED PROVIDED
P8 21 P 9
• FRONT 25'-m"' 25'-2" DADE COUNTY, FLORIDA
SIDE '1'-6" 7'-1"
SIDE STREET 15'-0" N/A
REAR 25'-0" 36'-10"
SITE To BE FILLED To COUNTY FLOOD CRITERIA ELEVATION EL. Ntz.V.p.
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 t0 PREVENT DIRECT OVERLAND DISCHAR35 1/16"
OF STORMWATER ONTO ADJACENT PROPERTY.
APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO FINAL INSPECTION. D
LOWEST FINISHED FLOOR ELEVATION SO +— `��'`�`� I I ENT: d
(INCLUDING BASEMENT)
DISTRICT ELEVATION DEL AS PER VISUAL INSPECTION OF THE PROPERTY A SOIL W
DADS COUNT(' FLOOD CRITERIA DCEL COMPOSED OF LIMESTONE ROCK AND SAND WAS ~
GROWN OF ROAD 12b1'
OBSERVED. AN ESTIMATED SOIL REARING CAPACITY OF -� 11 1
DISTRICT C.H.H SF.H OTHER W -
2,000 PSF WAS USED FOR THE DESIGN OF THE FOUNDATION
REQUIRED 1353' OF THE PROPOSED ADDITION. � �
PROPOSED• 15.16' O LL D
AT THE TIME OF CONSTRUCTION THE SITE WILL BE INSPECTED W Q
LOWEST FLOOR AS-BUILT ELEVATION SURVEY 10
REQUIRED BEFORE MAKING ANY INSPECTION ABOVE TO VERIFY THE SOIL CHARACTERISTICS AND A LETTER WILL N
LOWEST FLOOR = z
BE SUBMITTED TO THE WILDING OFFICIAL ATTESTING THAT L. 00
*SHALL BE INCHES ABOVE FINISHED GRADE THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS O
D D 00
ARE SIMILAR TO THOSE UPON WHICH THE DESIGN 15 BASED. Q (0
ANY APPLICABLE RESOLUTION
NOTICE: o
��
IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE
ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY O
BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. SECTION 553.19 (10), W O '
FLORIDA STATUTES, EFFECTIVE 1110101 DO n
u7 t1.
A SEPARATE PERMIT WILL BE REQUIRED FOR ALL DRIVEWAY APPROACHES
` ONTO PUBLIC RIGHT OF WAY. CONTACT PUBLIC WORKS DEPT.
THE HEIGHT OF FENCES, WALL AND HEDGES SHALL NOT EXCEED 25 FEET Date 01-29-01
r: 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
Drawn G.D.J.
TO THE ELEVATION OF PUBLIC SIDEWALK OR CROWN OF ROAD.
c �
Job 00-320
Sheet
A-1
Of 8 Sheets