02-279-0014
TERMITE NOTE:
ALL BUILDINGS SHALL HAVE PRE - CONSTRUCTION TREATMENT
PROTECTION AGAINST SUBTERRANEAN TERMITE. AS PER FBC
181617 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 SE
TOTAL AREA OF ATTIC VENT. REQUIRED - 2802/150 =18.68
SF TOTAL VENT. AREA (Q 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 DR 2 BA, 1,570 SF RESIDENCE
ADDRESS 6457 SW 60TH AVENUE, MIAMI, FL
ZONINGI RS -4 SINGLE FAMILY
CONSTRUCTION: TYPE III: ICS, WOOD TRUSS, SLAB ON GRADE
FOLI 0: 09- 4025 -010 -0060
WITH F,B,C EDITI ❑N 2007 / 2009
ROOF COVERINGS SHALL BE IN COMPLIANCE
FLOOD LEGEND
Residential New Construction
ADDRESS: 6457 SW 60TH AVENUE,. MIAMI, FL_ 33143
LOT: 5 BLOCK:_ 1 PLAT BOO ' 5 PAGE- 34
HIGHEST CROWN OF ROAD ELEV: 0.8_ -
0FT. NGVD. HIGHEST CROWN OF ROAD ELEVA-rl0N
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'
LOCATION
N.T.S.
PLAN
LEGAL DESCRIPTION:
LOWEST FLOOR
ELEVATION
GARAGE /STORAGE
FLOOR ELEVATION
ADJACENT GRADE
ELEVATION
SWALE AREA
ELEVATION
PROPOSED
12,0 FT. NGVD
N/A 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'
LOCATION
N.T.S.
PLAN
LEGAL DESCRIPTION:
STANDARD
ZONING NOTES:
FRANKLIN SUB PB 5 -54 LOT 5 LESS W2,5FT BLK
I LET SIZE
SITE OF ADDITION TO BE FILLED AND COMPACTED, AND
5875 SO FT FILE #k93 --1422
ASTM C 428
FLOOR ELEVATION SHALL MATCH THAT OF EXISTING
ASTM A 74; ASTM A 888;
Cn
RESIDENCE MAIN FLOOR ELEVATION
V V Y •
ASTM C 14; ASTM C 76;
LOT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND
CSA A 257.1; CSA
i
DISCHARGE OF STORM WATER ONTO ADJACENT PROPERTY.
ZONING LEGEND
ASTM B 75; ASTM B 88;
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 y x NET LOT AREA:
1,762.5 SF 1,570 SF
CSA CAN /CSA -B 182.4
MAX IMPERVIOUS COVERAGE: 45 % x NET LOT AREA:
2,643.8 SF 1,820 5F
TREE
MAX LAWN AREA (TURF): 60 7• x REQ. OPEN SPACE:
3,525.0 SF 1,820 SF
QUERCUS
ADDITION TO BE LEGALIZED (IF APPLICABLE): N/A
YES
A SEPARATE PERMIT WILL BE REQUIRED FOR:
PROPOSED NEW CONSTRUCTION OR ADDITION: 1,570 5F
2" MIN.
WINDOWS, DOORS AND HURRICANE SHUTTERS IF APPLICABLE
( )
TOTAL FOOTPRINT PROPOSED: 1,665 SF
z,
Uj
U
TRUSS SHOP DRAWINGS
F.A.R. MAX ALLOWED: N/A % x GROSS LOT AREA:
z
ELECTRICAL
EXISTING (IF APPLICABLE)::
t'
MECHANICAL
GREEN AREA: 55 % MIN REQUIRED x NET LOT AREA: 3,490 SF REQ'D
PLUMBING
ROOFING
TOTAL PROPOSED: 4,525 SF
NO
FENCING (IF APPLICABLE)
NUMBER OF SITE TREES REQUIRED: 3 PROPOSED:
3
SECURITY SYSTEM (IF APPLICABLE)
NUMBER OF STREET TREES REQUIRED: 1 PROPOSED:
1
THERE ARE NO TREES ARE TO BE REMOVED TO ALLOW FOR
NUMBER OF SHRUBS REQUIRED: 30 PROPOSED:
34
ADDITION(S).
"SPECIES HEIGHT SPREAD AND DIAMETER OF ALL EXISTING AND PROPOSED
MYRTLE
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"
yf
4` },Lai
CURD
DFP
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;
Cn
CISPI 301
V V Y •
ASTM C 14; ASTM C 76;
CONCRETE PIPE
CSA A 257.1; CSA
i
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;
PLANTING
CSA CAN /CSA -B 182.4
VITRIFIED CLAY PIPE
ASTM C 4; ASTM C 700
r"
r
... ,._.......... -,- ^. ^�- _ _ r _ — _r L
F.L! LICE � ";!r- ? or . ^:!I'iTr^
\'Ax ,F-
'�sC "3:TO.N ,4 -:t
TABLE OE CONTENTS
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
2" MIN. 0 0 G" AGOVE
GRADE —. — -�
RED FLAGGING TAPE
ON SUPPORTS —
HIGH STRENGTH RUBDER
SUPPORTS, 3 O 120" APART — -- --
(3) PRE- -GALV. STL. STAKES-- -
SUNK FLUSH WITH GRADE MIN.
24" IN LENGTH — SAME OPP. — TREE
STAKING TO BE DONE WITH "TREE
STAKE KITS BY LAWSON LANDSCAPE P W
(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 1kz"
YT 0 Z
I�
zi
SIz
z
C
I �
170
z
\4- -"SOIL BERM TO HOLD WATER
- -3" DEEP LAYER OF
nrrlAV VLu mvu n
— 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
GROUNDCOVER SPACING VAIRES
W/ SPECIES (SEE PLANT LIST)
EXCAVATE TO A MIN. DEPTH OF 6"
AND BACKFILL W/ PLANTING SOIL
SHRUB PLANTING DETAIL
LANDSCAPE LEGEND
TREE/ SHRUB NAME
• V Y
G
Y
V.Y U U G
�
v•
V •
NATIVE
Yu
••
Cn
Vv
V V Y •
•
V
i
SPECIES
HEIGHT
CANOPY
V
SYMBOL
TYPE
NEW
EXIST.
SCIENTIFIC
COMMON
YES /NO
PLANTING
DIAMETER
DBH
UG• •
TREE
YES
NO
QUERCUS
LIVE OAK
YES
12 FT STIR
+/- 8 FT.
2" MIN.
(p
z,
Uj
U
�
VIRGINIANA
z
0
10 FT SITE
t'
�x4y
`
TREE
YES
NO
LAGERSTROEMIA
CREPE
YES
STIR
12 FT ST
8 FT.
2" MIN.
it
SPECIOSA
MYRTLE
10 FT SITE
z
TREE
YES
NO
MANGIFERA
MANGO
W
12 FT STIR
8 FT.
2" MIN.
>
co)
J
Ca
Q
INDICA
NO
10 FT SITE
F—.
TREE
YES
NO
PHOENIX
ROEBELENII
ROBELINI
PALM
NO
12 FT STIR
10 FT SITE
8 FT.
2" MIN.
�
GROUND
YES
NO
OPHIOPOGON
MONDO
NO
1' -6"
+ /-- 1.5 FT.
o
Cl)
COVER
C4
JAPONICUS
GRASS
z..
� ;
SHRUB
YES
NO
BYRSONIMA
LOCUST-
YES
V -6"
+/- 1.5 FT.
a
�
�1
o
d
LUCIDIA
BERRY
i
MULCH
YES
NO
PASPALUM
PINE BARK
M
BAHIA
GRA55
YES
:N�
NOTATUM
GRASS
NO
i
eo'—o°
°o a
°moo a
MSOV
G V V G
• V Y
G
Y
V.Y U U G
�
v•
V •
•
Yu
••
Cn
Vv
V V Y •
•
V
i
•
•
V
V
V
V
U• G G G
U V •
•
•
♦
U
V V
•VU
UG• •
G
•
aY1u
G V U
• V•U •
V • • V U
V • G U
V V W Y V
W•• W u V U N•
u • �
•••• •
u • G
u • •
•• Y i i V•• V• •
'31 i'a5.i Cr T 1JIi A 11. SF. C T I 0FN1
,DUl'( 191.
r AL mum
APPEA" 1111011001 00I8111U1[ wMNIM. AM
IIANIU 111Mr WW OF IIB: A1111IIIITBC1. SK
UK MAY NQ' i BUA ICA , "
81 NAM 110TH KIT Bir1'IBA BF m
ABET.
JOB N o.:
12.06501.SFR
SITE PLAN
SCALE: 1/8 - 1' -0"
I
uU
V G Y
U
•4•
•
•
z
�
•
y 000
•
see
Cn
Q
LO
I
J��
U V U•
W W
•
G
vt U
u U
ii0 U
J
,� ,•�
\r�iJ'J
i
0°0
�
O
III
00
W
Ld
CD
(p
z,
Uj
U
�
cr_
Q
z
0
_
t'
W
Z
W
Uj
it
0
z
CC
W
W
UL
>
co)
J
Ca
Q
F—.
M
O
1
0
�
LL.
�
J
Q
O
o
Cl)
C4
z..
H-
W
Cn
w
ti
a
�
m
o
d
,v
i
0
I
Lo
I
L
d
II
C
C�
N
REVISIONS:
I
i
i
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
,PLOT: 1007o
SHEET INDEX:
SITE PLAN
NOTES
SHEET No.:
SP -1
I
p
J
I
JY a
i
a
Q
LO
I
cc
K?
J
,� ,•�
¢
0°0
7`
O
00
W
Ld
CD
(p
z,
Uj
U
�
cr_
Q
U)
0
_
�
0
I
Lo
I
L
d
II
C
C�
N
REVISIONS:
I
i
i
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
,PLOT: 1007o
SHEET INDEX:
SITE PLAN
NOTES
SHEET No.:
SP -1
I
p
J
I
JY a
0
I
Lo
I
L
d
II
C
C�
N
REVISIONS:
I
i
i
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
,PLOT: 1007o
SHEET INDEX:
SITE PLAN
NOTES
SHEET No.:
SP -1
I
p
J
I