12-260R-001TERMITE 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 = 1,570 SF
TOTAL AREA OF ATTIC VENT. REQUIRED = 1570/150 =10.5
SF TOTAL VENT. AREA (@ 6 "x12 " =0.5 SF EACH) = 10.5/0.5
= 21 VENTS PROVIDE 21 SCREENED VENTS OF 4"x16" EA.
ALONG THE SOFFIT OF THE ROOF OVERHANG.
SINGLE FAMILY 3 BR 2 BA, 1,570 SF RESIDENCE
ADDRESS: 6477 SW 60TH AVENUE, MIAMI, FL
ZONING: RS -4 SINGLE FAMILY
CONSTRUCTION: TYPE III: ICS, WOOD TRUSS, SLAB ON GRADE
FOLI 0: 09-4025-010-0070
WITH F,B,C EDITION 2007 / 2009
ROOF COVERINGS SHALL BE IN COMPLIANCE
FLOOD LEGEND
Residential New Construction
ADDRESS: 6477 SW 60TH AVENUE, MIAMI, FL 33143
LOT: 6 BLOCK: 1 PLAT B00 • 5 PAGE: 34
HIGHEST CROWN OF ROAD ELEV: 10.66 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'
LEGAL DESCRIPTION:
LOWEST FLOOR
ELEVATION
GARAGE /STORAGE
FLOOR ELEVATION
ADJACENT GRADE
ELEVATION
SWALE AREA
ELEVATION
PROPOSED
11,9 FT. NGVD
N/A FT. NGVD
11.4 FT. NGVD
10.9 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'
LEGAL DESCRIPTION:
STANDARD
ZONING NOTES:
LOT 6 LESS WEST 2.5 FT BLK 1 OF FRANKLIN SUBDIVISI ❑N, PB
SITE OF ADDITION TO BE FILLED AND COMPACTED, AND
5 PG 34 OF THE PUBLIC RECORDS OF MIAMI -DADE
COUNTY, FLORIDA.
F 628
ASBESTOS— CEMENT PIPE
�
� '
FLOOR ELEVATION SHALL MATCH THAT OF EXISTING
�
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RESIDENCE MAIN FLOOR ELEVATION
.t!''i . _ , �v,,,) .
CISPI
LOT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND
SPECIES
ASTM
DISCHARGE OF STORM WATER ONTO ADJACENT PROPERTY.
ZONING LEGEND
CSA A 257.1; CSA
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
ASTM
MAX IMPERVIOUS COVERAGE: 45 % x NET LOT AREA:
2,643.8 SF 1,820 SF
2949;
MAX LAWN AREA (TURF): 60 % x REQ. OPEN SPACE:
1,585.8 SF 1,421 SF
ASTM
ADDITION TO BE LEGALIZED (IF APPLICABLE): N/A
+/— 8 FT.
A SEPARATE PERMIT WILL BE REQUIRED FOR:
PROPOSED NEW CONSTRUCTION OR ADDITION: 1,570 SF
ASTM
WINDOWS, DOORS AND HURRICANE SHUTTERS (IF APPLICABLE)
TOTAL FOOTPRINT PROPOSED: 1,665 SF
VIRGINIANA
TRUSS SHOP DRAWINGS
F.A.R. MAX ALLOWED: N/A % x GROSS LOT AREA:
10 FT SITE
ELECTRICAL
EXISTING (IF APPLICABLE)::
W
MECHANICAL
GREEN AREA: 55 % MIN REQUIRED x NET LOT AREA: 3,231 SF REQ'D
PLUMBING
ROOFING
TOTAL PROPOSED: 4,525 SF
DWARF
FENCING (IF APPLICABLE)
NUMBER OF SITE TREES REQUIRED: 3 PROPOSED:
9
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:
36
ADDITION(S).
"SPECIES HEIGHT SPREAD AND DIAMETER OF ALL EXISTING AND PROPOSED
10 FT SITE
TREES AND SHRUBS TO BE PER ZONING ORD. 20 -4.5 (D)
PARKING REQUIRED (IF APPLICABLE): TOTAL PROVIDED:
SETBACKS: REQUIRED: PROVIDED:
FRONT: 25 FT 26' -4"
SIDE STREET: 15 FT N/A
SIDEYARD: 7.5 FT 7' -6" / 8' -6"
REAR: 25 FT 40' -5"
A V
i+
srr.`:i
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LD
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.4LL GI
OR SIDE
^,e*''•'!�+'1^`�xr', x. ,� ,`
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%116_14 %Rm ,'.'r x• l .,,' , la - '•i` w.p''..
� .
MIN. HIGH
;; ;,� �,. :. cuR6 BETWEi
y t ++�� ' I "' 3= 9'i• =.,.a Y ; ,. 'i•;t,b•'tt°x, K�
DRIVEWAYS
o ' *^,ti, r .ta,:: •.i•.;? ��,.ez.+.,su,wx:a-,�.!i'.;' „ ,rt:..` •, y G y ; {rl . ` f .,, y�,�'.m
H �'�' t ux -.' d ", ` mgrs ";f:,. y..,:• - 'ti# '; , k^ ;�f
tivlf ,
LOCATION PLAN
N.T.S.
0.
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a
tj r� 4
' it :.�1,.`X •e 1 ��'•
NOTE: ORIGINAL FRONT ON NW 99TH STREET
FBC TABLE 702.3 BUILDING SEWER PIPE
MATERIAL
STANDARD
6477 . a
�`A
D 2661; ASTM D 251;
(ABS) PLASTIC PIPE
•��Ata.
F 628
ASBESTOS— CEMENT PIPE
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- it
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y.. . •S
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LOCATION PLAN
N.T.S.
0.
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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
S
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
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 ® 6" ABOVE
GRADE
RED FLAGGING TAPE
ON SUPPORTS
HIGH STRENGTH RUBBER
SUPPORTS, 3 ® 120' ART
(3) PRE —GALV. STL. SfARES
SUNK FLUSH WITH GRADE MIN.
24" IN LENGTH — SAME OPP. — TREE
STAKING TO BE DONE WITH "TREE
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 112"
z
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
SE CTIDN A- A
GROUNDCOVER SPACING VAIRES
W/ SPECIES (SEE PLANT LIST)
vy�`'`y``,' • EXCAVATE TO A MIN. DEPTH OF 6"
w "`�`jle��� AND BACKFILL W/ PLANTING SOIL
SHRUB PLANTING DETAIL
LANDSCAPE LEGEND
TREE/ SHRUB NAME
a
f BACK OF SIDEWALK
Z
--TOP OF DR"E AY
!—TOP OF CURB
NATIVE
CURB
— `FLOW
LINE OF GUTTER
— t�.I?
._—/
OF GUTTER
SPECIES
VARIES
CANOPY
(4� OR GREATER)
S
D RIVEWAY
EXIST.
SCIENTIFIC
CURB & GUTTER
YES /NO
PLANTING
DIAMETER
2% SLOPE
TREE
YES
2% SLOPE,
"•`
SLOPE VARIES ,
YES
SE CTIDN A- A
GROUNDCOVER SPACING VAIRES
W/ SPECIES (SEE PLANT LIST)
vy�`'`y``,' • EXCAVATE TO A MIN. DEPTH OF 6"
w "`�`jle��� AND BACKFILL W/ PLANTING SOIL
SHRUB PLANTING DETAIL
LANDSCAPE LEGEND
TREE/ SHRUB NAME
a
Z
a
NATIVE
aLO
H
SPECIES
HEIGHT
CANOPY
SYMBOL
TYPE
NEW
EXIST.
SCIENTIFIC
COMMON `
YES /NO
PLANTING
DIAMETER
DBH
TREE
YES
NO
QUERCUS
LIVE OAK
YES
12 FT STR
+/— 8 FT.
2" MIN.
Z
0
0
00
VIRGINIANA
W
�-
10 FT SITE
I
W
W
—
MUSA
DWARF
12 FT STIR
a
z
TREE
YES
NO
ACUMINATA
BANANA
NO
10 FT SITE
8 FT.
2" MIN.
>
SHRUB
YES
NO
CATARAC ARUM
PALM
NO
1' -6"
+/— 1.5 FT.
90
SHRUB
YES
NO
BYRSONIMA
LOCUST—
YES
V -6"
+/— 1.5 FT.
I—
M
O
1
LUCIDIA
BERRY
co)
�
O
LL
`°
J
a
o
CYPRESS
U.
I= UA
1
a
c
MULCH
YES
NO
BARK
w W w
PASPALUM
BAHIA
ate
O
GRASS
YES
NO
NOTATUM
GRASS
NO
W
O
z
2
C)
S7
SITE PLAN
SCALE: 1/8 = 1' -0"
LL.
O
1
0
E
A MMM NOM %R I 61IYR ND
QVIML A I
34,01,11m im Q 110 Mo1C1lIL`1G M
s MAY Nor t PM � 11® OR
coma= rwovr M wrnEnn o&IM or us
JOB No.: p
12.06477.SFR
REVISIONS:
1& 6 -12 -13 LANDSCAPE
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
PLOT : 100%
SHEET INDEX:
SITE PLAN
NOTES
SHEET No.:
SP -1
a
Z
a
0
o0 gag
aLO
H
M
LLj
_0
.,
= cc
o
_
r
M
LL.
O
z
Z
0
0
00
W
W
�-
Z
I
W
W
—
a
z
�
to
a
w
W
PO
I
LL
>
m
O
=
a�ati
I—
M
O
1
p
co)
�
O
LL
`°
J
a
o
U.
I= UA
1
a
c
=
aN
Gj
Z
(0
ate
O
U
N
LLI
W
O
z
2
C)
O
Q
C�o
O
A MMM NOM %R I 61IYR ND
QVIML A I
34,01,11m im Q 110 Mo1C1lIL`1G M
s MAY Nor t PM � 11® OR
coma= rwovr M wrnEnn o&IM or us
JOB No.: p
12.06477.SFR
REVISIONS:
1& 6 -12 -13 LANDSCAPE
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
PLOT : 100%
SHEET INDEX:
SITE PLAN
NOTES
SHEET No.:
SP -1
a
a
0
o0 gag
aLO
M
LLj
= cc
o
r
M
Q
O
Z
0
00
W
�-
oM
z
I
to
V ♦
::3
PO
I
A MMM NOM %R I 61IYR ND
QVIML A I
34,01,11m im Q 110 Mo1C1lIL`1G M
s MAY Nor t PM � 11® OR
coma= rwovr M wrnEnn o&IM or us
JOB No.: p
12.06477.SFR
REVISIONS:
1& 6 -12 -13 LANDSCAPE
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
PLOT : 100%
SHEET INDEX:
SITE PLAN
NOTES
SHEET No.:
SP -1
0
o0 gag
A MMM NOM %R I 61IYR ND
QVIML A I
34,01,11m im Q 110 Mo1C1lIL`1G M
s MAY Nor t PM � 11® OR
coma= rwovr M wrnEnn o&IM or us
JOB No.: p
12.06477.SFR
REVISIONS:
1& 6 -12 -13 LANDSCAPE
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
PLOT : 100%
SHEET INDEX:
SITE PLAN
NOTES
SHEET No.:
SP -1