12-279R-001TERMITE NOTE:
ALL BUILDINGS SHALL HAVE PRE - CONSTRUCTION TREATMENT
PROTECTION AGAINST SUBTERRANEAN TERMITE. AS PER FBC
1816,1.7 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 THE RULES AND LAWS ESTABLISHED BY
THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES."
ATTIC SPACE VENTILATION ANALYSIS
TOTAL AREA OF CEILING SPACE = 2802 SF
TOTAL AREA OF ATTIC VENT. REQUIRED = 2802/150 =18.68
SF TOTAL VENT. AREA
(@ 6 "x12 " =0.5 SF EACH) =
18.68/0.5 = 28.3
VENTS PROVIDE 29 SCREENED VENTS OF
4 "x16" EA. ALONG
THE SOFFIT OF THE ROOF OVERHANG.
SINGLE FAMILY
3 BR 2 BA, 1,570 SF RESIDENCE
ADDRESS: 6457
SW 60TH AVENUE, MIAMI, FL
ZONING: RS -4
SINGLE FAMILY
CONSTRUCTION:
TYPE III: ICS, WOOD TRUSS, SLAB ON GRADE
FOLIO: 09- 4025
- 010 -0060
ROOF COVERINGS SHALL BE IN COMPLIANCE
WITH F,B,C EDITION 2010
FLOOD LEGEND
Residential New Construction
ADDRESS. 6457 SW 60TH AVENUE, MIAMI, FL 33143
LOT: 5 BLOCK: 1 PLAT B00 • 5 PAGE: 34
HIGHEST CROWN OF ROAD ELEV• 10.80 FT. NGVD. HIGHEST CROWN OF ROAD ELEVATION
WAS TAKEN FROM THE ATTACHED CERTIFIED SURVEY, OR A CERTIFIED SURVEY PREPARED BY:
NARCISO RAMIREZ PLS LIC. #: 2779
SURVEYOR'S NAME
ALL ELECTRICAL, MECHANICAL AND PLUMBING WILL BE PLACED AT OR ABOVE THE BASE FLOOD
ELEVATION. (B.F.E.)
ALL AREAS BELOW B.F.E. SHALL BE PROVIDED WITH A MINIMUM 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 WM
ITH SCREENS OR LOUVERS. FLOOD RESISTANT MATERIALS WILL BE USED BELOW B.F.E.
FLOOD ZONE 'X'
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u
R`
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FL 3� 143
N.T.S.
LAN
LEGAL DESCRIPTION:
ZONING NOTES:
FRANKLIN SUB PB 5 -34 LOT 5 LESS W2,5FT BLK
LOWEST FLOOR
ELEVATION
GARAGE /STORAGE
FLOOR ELEVATION
ADJACENT GRADE
ELEVATION
SWALE AREA
ELEVATION
PROPOSED
12,0 FT. NGVD
NSA FT. NGVD
11.4 FT. NGVD
10,8 FT. NGVD
ALL ELECTRICAL, MECHANICAL AND PLUMBING WILL BE PLACED AT OR ABOVE THE BASE FLOOD
ELEVATION. (B.F.E.)
ALL AREAS BELOW B.F.E. SHALL BE PROVIDED WITH A MINIMUM 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 WM
ITH SCREENS OR LOUVERS. FLOOD RESISTANT MATERIALS WILL BE USED BELOW B.F.E.
FLOOD ZONE 'X'
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FL 3� 143
N.T.S.
LAN
LEGAL DESCRIPTION:
ZONING NOTES:
FRANKLIN SUB PB 5 -34 LOT 5 LESS W2,5FT BLK
1 LOT SIZE
SITE OF ADDITION TO BE FILLED AND COMPACTED, AND
5875 SQ FT FILE #93 -1422
D 2661; ASTM D 251;
(ABS) PLASTIC PIPE
ASTM
F 628
FLOOR ELEVATION SHALL MATCH THAT OF EXISTING
ASTM
C 428
RESIDENCE MAIN FLOOR ELEVATION
ASTM
A 74; ASTM A 888;
LOT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND
CISPI
301
DISCHARGE OF STORM WATER ONTO ADJACENT PROPERTY.
ZONING LEGEND
C 14; ASTM C 76;
APPLICANT WILL PROVIDE SURVEYOR'S CERTIFICATION OF
ZONING DISTRICT: RS -4 SINGLE FAMILY NET LOT
AREA: 5,875 SF
ELEVATIONS AND GRADING PRIOR TO FINAL APPROVAL BY
GROSS LOT AREA: 7,695 SF
REQUIRED PROVIDED
BUILDING DEPARTMENT.
MAX FOOTPRINT ALLOWED: 30 % x NET LOT AREA:
1,762.5 SF 1,570 SF
B 251
MAX IMPERVIOUS COVERAGE: 45 % x NET LOT AREA:
2,643.8 SF 1,820 SF
D 2665; ASTM D
MAX LAWN AREA (TURF): 60 % x REQ. OPEN SPACE:
3,525.0 SF 1,820 SF
ASTM D 3034;
ADDITION TO BE LEGALIZED (IF APPLICABLE): N/A
ASTM
A SEPARATE PERMIT WILL BE REQUIRED FOR:
PROPOSED NEW CONSTRUCTION OR ADDITION: 1,570 SF
CSA CAN /CSA -B 182.4
WINDOWS, DOORS AND HURRICANE SHUTTERS (IF APPLICABLE)
TOTAL FOOTPRINT PROPOSED: 1,665 SF
C 4; ASTM C 700
TRUSS SHOP DRAWINGS
F.A.R. MAX ALLOWED: N/A % x GROSS LOT AREA:
W
ELECTRICAL
EXISTING (IF APPLICABLE)::
CD
MECHANICAL
GREEN AREA: 55 % MIN REQUIRED x NET LOT AREA:
3,490 SF REQ'D
PLUMBING
ROOFING
TOTAL PROPOSED: 4,525 SF
ERA
FENCING (IF APPLICABLE)
NUMBER OF SITE TREES REQUIRED: 3 PROPOSED:
3
SECURITY SYSTEM (IF APPLICABLE)
NUMBER OF STREET TREES REQUIRED: 1 PROPOSED:
1 J
THERE ARE NO TREES ARE TO BE REMOVED TO ALLOW FOR
NUMBER OF SHRUBS REQUIRED: 30 PROPOSED:
31
ADDITION(S).
"SPECIES, HEIGHT, SPREAD AND DIAMETER OF ALL EXISTING AND PROPOSED
TREES AND SHRUBS TO BE PER ZONING ORD. 20 -4.5 (D)
PARKING REQUIRED (IF APPLICABLE): TOTAL PROVIDED:
SETBACKS: REQUIRED: PROVIDED:
FRONT: 25 FT 25' -1"
SIDE STREET: 15 FT N/A
SIDEYARD: 7.5 FT 7' -6" / 8' -6'
REAR: 25 FT 40' -5"
:1
w
4! L ui
OR SIDE
V
�1
4' MIN. HIGH
CURB BM:
DRNEWAYS
NOTE: ORIGINAL FRONT ON NW 99TH STREET
FBC TABLE 702.3 BUILDING SEWER PIPE
MATERIAL
STANDARD
ACRYLONITRIDE BUTADIENE STYRENE
ASTM
D 2661; ASTM D 251;
(ABS) PLASTIC PIPE
ASTM
F 628
ASBESTOS- CEMENT PIPE
ASTM
C 428
CAST IRON PIPE
ASTM
A 74; ASTM A 888;
CISPI
301
SPECIES
ASTM
C 14; ASTM C 76;
CONCRETE PIPE
CSA A 257.1; CSA
TYPE
CAN CSA A 257.2
COPPER OR COPPER -ALLOY TUBING
ASTM
B 75; ASTM B 88;
(TYPE "K" OR "L ")
ASTM
B 251
POLYVINYL CHLORIDE (PVC)
ASTM
D 2665; ASTM D
PLASTIC PIPE (TYPE DWV) SDR26,
2949;
ASTM D 3034;
SDR35, SDR41, PS50 OR PS100
ASTM
F 891; CSA B 182.2;
+/- 8 FT.
CSA CAN /CSA -B 182.4
VITRIFIED CLAY PIPE
ASTM
C 4; ASTM C 700
BACK OF SIDENALK
10P OF DRIVEWAY TOP OF CUPS
CJ:,*
FLOW LBJE 0 GUT R . ; - - - - - - - OF GUTTER
VARIES
(4� OR GREATER) 3'
DRIVEWAY
CURB & GUTTER
2% SLOPE
` S1.0.°� YARIrS
SECTION A -A
SP -1 SITE PLAN, ZONING NOTES, LEGENDS
A -1 FLOOR PLAN, GENERAL NOTES, SCHEDULES
A -2 ELEVATIONS
A -3 BUILDING SECTIONS, DETAILS
S -1 FOUNDATION PLAN, DETAILS, NOTES
S -2 ROOF FRAMING PLAN, DETAILS
M -1 MECHANICAL PLAN, NOTES, DETAILS
E -1 ELECTRICAL PLAN, PANEL SCHEDULE, NOTES
P -1 PLUMBING PLAN, NOTES, DETAILS
'r
2" MIN. 0 0 6" ABOVE
GRADE
RED FLAGGING TAPE
ON SUPPORTS
HIGH STRENGTH RUBBER
SUPPORTS, 3 ® 120' APART
(3) PRE -GALV. STL STAffES
SUNK FLUSH WITH GRADE MIN.
24" IN LENGTH - SAME OPP. - TREE
STAKING TO BE DONE WITH "TREE to
STAKE KITS BY LAWSON LANDSCAPE P
(800)833 -5323 OR EQUAL
NOTE:
FOR TREES LOCATED BELOW POWER LINES
TRUNK CLEAR OF BRANCH MIN. 4' -0" -
MIN. 8' -0" IN HEIGHT - MIN. CALIPER 17¢"
SOIL BERM TO HOLD WATER
3" DEEP LAYER OF
APPROVED MULCH
BACKFILL WITH
PLANTING SOIL
UNEXCAVATED FOR SUPPORT
TREE PLANTING DETAIL
PLANT MATERIAL SHALL NOT BE
PRUNED PRIOR TO INSTALLTION.
AFTER PLANTS HAVE BEEN
INSTALLED,
EACH PLANT SHALL BE PRUNED
FOR UNIFORMITY
AFTER INSTALLTION, CUT STRING
AND REMOVE BURLAP
FROM TOP OF ROOT BALL
BACKFILL W/ PLANTING SOIL
GRANULAR FILL MATERIAL
OR EXISTING GRADE
z 3" DEEP LAYER
OF APPROVED
�—MULCH-
GROUNDCOVER SPACING VAIRES
W/ SPECIES (SEE PLANT LIST)
°`� `� `P , win'. EXCAVATE TO A MIN. DEPTH OF 6"
/ 3. AND BACKFILL W/ PLANTING SOIL
SHRUB PLANTING DETAIL
LANDSCAPE LEGEND
TREE/ SHRUB NAME
a
R
NATIVE
LLI
a
�
SPECIES
HEIGHT
CANOPY
SYMBOL
TYPE
NEW
EXIST.
SCIENTIFIC
COMMON
YES /NO
PLANTING
DIAMETER
DBH
J
TREE
YES
NO
QUERCUS
LIVE OAK
YES
12 FT STIR
+/- 8 FT.
2" MIN.
W
Z
I
VIRGINIANA
W
E
10 FT SITE
CD
cc
W
TREE
TREE
YES
NO
ERA
MANGO
NO
12 FT ST
8 FT.
2" MIN.
W
t0
O
=
W
O
n
INDICA
NDICA
>
acv)ati
10 FT SITE
0
opfflik
GROUND
COVER
YES
NO
CHAMAEDOREA
CATARACTARUM
CAT
PALM
NO
1' -6"
+/- 1.5 FT.
ca
o
SHRUB
YES
NO
BYRSONIMA
LOCUST-
YES
1' -6"
+/- 1.5 FT.
U.
Lld Q
1
LUCIDIA
BERRY
=C4
a
�
�
oN
CYPRESS
a
LLj
MULCH
YES
NO
z..
BARK
W W
GRASS
YES
NO
PASPALUM
BAHIA
NO
O
W
O
O
NOTATUM
GRASS
w W W w w W w W W W w W w
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w O w w w w w w w w w w w w W W w W W W w
C w w W w W w W Y W W w w w w W Y W Y W w w
w w W w W w w w w W W w &XIST4NG w w
w w w w w w w w w w MANGOwTR w w w
W W w w w w w w w W W w w w w w w W
W W w w w w w w w w W w w w
w w W w w w w w w W W w w w w w W W w
w w w w w w w w w W w w w w w w W
w w w w w W w w w W w w w w
w W W W W w w w w w w w W w W w w w
W ;11 "w W W W w w w w to w w w w w w ��
w7 w W W w w w 4 Q w w w w 6 w
w w w w W W w w w w w w w w w w
w
/ 5 w
/ w w
w
SITE PLAN
SCALE: 1/8 = 1' -0"
i
LL
O
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JOB No.:
12.06457.SFR
REVISIONS:
1 6 -12 -13 LANDSCAPE
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
PLOT: 100%
SHEET NIT DEX
SITE PLAN
NOTES
SHEET No.:
SP -1
a
R
LLI
a
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M
LLJ
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O
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Q ,`
Q
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I
W
W
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ra
CD
cc
W
VI
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Z
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ch
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O
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U.
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1
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a
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a
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O
W
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cn
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a� wr iar � ouw+omm► u® a
JOB No.:
12.06457.SFR
REVISIONS:
1 6 -12 -13 LANDSCAPE
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
PLOT: 100%
SHEET NIT DEX
SITE PLAN
NOTES
SHEET No.:
SP -1
a
R
a
�
M
LLJ
co
�
O
O
J
>
Q ,`
Q
O
Z
O
00
M
�.I
W
z
I
E
CD
W
VI
¢
ice;
Q
(n
t0
O
U
:3
O
n
IR7/AM �w RitI11Y1� � �
1�1t✓�Jlm 1�I a M AIgf1�6 M
a� wr iar � ouw+omm► u® a
JOB No.:
12.06457.SFR
REVISIONS:
1 6 -12 -13 LANDSCAPE
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
PLOT: 100%
SHEET NIT DEX
SITE PLAN
NOTES
SHEET No.:
SP -1