12-259R-002TERMITE 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"x`16" EA. ALONG
THE SOFFIT OF THE ROOF OVERHANG.
SINGLE FAMILY
4 BR 3 BA, 2,161 SF RESIDENCE
ADDRESS:5928
SW 60TH AVENUE, MIAMI, FL
ZONING: RS-4
SINGLE FAMILY
CONSTRUCTION:
TYPE III: ICS, WOOD TRUSS, SLAB ON GRADE
FOLIO: 09-4025-028-0200
ZONING DISTRICT: RS-4 SINGLE FAMILY NET LOT
WITH F,B,C EDITION 2007 / 2009
ROOF COVERINGS SHALL BE IN COMPLIANCE
FLOOD LEGEND
Residential New Construction
ADDRESS: 5928 SW 66TH STREET, MIAMI, FL 33143
LOT: 8 BLOCK- 2 — PLAT BOOK*2 -PAGE- 105
HIGHEST CROWN OF ROAD ELEV- 12.24 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'
V®ra,
LOCATION PLAN
N.T.S.
t
LEGAL DESCRIPTION:
I ADVTKI<� Tn\./m1ZTTI7' I r-IT 0 DI V D DD 0 Dr- lnc-, r)C' TUC- DHDI It'
ZONING NOTES:
RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
LOWEST FLOOR
ELEVATION
GARAGE/STORAGE
FLOOR ELEVATION
ADJACENT GRADE
ELEVATION
SWALE AREA
ELEVATION
PROPOSED
13.3 FT. NGVD
N/A FT. NGVD
12.6 FT. NGVD
12.2 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'
V®ra,
LOCATION PLAN
N.T.S.
t
LEGAL DESCRIPTION:
I ADVTKI<� Tn\./m1ZTTI7' I r-IT 0 DI V D DD 0 Dr- lnc-, r)C' TUC- DHDI It'
ZONING NOTES:
RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
STANDARD
SITE OF ADDITION TO BE FILLED AND COMPACTED, AND
ASTIM
D 2661; ASTM D 251;
FLOOR ELEVATION SHALL MATCH THAT OF EXISTING
ASTM
F 628
RESIDENCE MAIN FLOOR ELEVATION
ASTM
C 428
LOT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND
ASTIM
A 74; ASTM A 888;
DISCHARGE OF STORM WATER ONTO ADJACENT PROPERTY.
ZONING LEGEND
301
APPLICANT WILL PROVIDE SURVEYOR'S CERTIFICATION OF
ZONING DISTRICT: RS-4 SINGLE FAMILY NET LOT
AREA: 7,150 SF
ELEVATIONS AND GRADING PRIOR TO FINAL APPROVAL BY
GROSS LOT AREA: 7,695 SF
REQUIRED PROVIDED
BUILDING DEPARTMENT.
MAX FOOTPRINT ALLOWED: 30 X x NET LOT AREA:
2,145 SF 1,570 SF
8 75; ASTM B 88;
MAX IMPERVIOUS COVERAGE: 45 X x NET LOT AREA:
3,217.5 SF 1,947 SF
B 251
MAX LAWN AREA (TURF): 60 % x REQ. OPEN SPACE:
1,930.5 SIF 1,570 SF
D 2665; ASTM ID
ADDITION TO BE LEGALIZED (IF APPLICABLE): N/A
2949;
A SEPARATE PERMIT WILL BE REQUIRED FOR:
PROPOSED NEW CONSTRUCTION OR ADDITION: 1,570 SF
ASTM
WINDOWS, DOORS AND HURRICANE SHUTTERS (IF APPLICABLE)
TOTAL F001PRINT PROPOSED: 1,665 SF
CSA CAN/CSA-B 182.4
TRUSS SHOP DRAWINGS
F.A.R. MAX ALLOWED: N/A % x GROSS LOT AREA:
C 4; ASTM C 700
ELECTRICAL
EXISTING (IF APPLICABLE)::
>
MECHANICAL
GREEN AREA: 55 % MIN REQUIRED x NET LOT AREA: 3,932 SF REQ'D
PLUMBING
LLI
ROOFING
TOTAL PROPOSED: 5,203 SF
NO
FENCING (IF APPLICABLE)
NUMBER OF SITE TREES REQUIRED: 3 ROPOSED:
8
SECURITY SYSTEM (IF APPLICABLE)
NUMBER OF STREET TREES REQUIRED: 1 PROPOSED: 1
(ON SITE JMAX. 7 FT)
THERE ARE NO TREES ARE TO BE REMOVED TO ALLOW FOR
NUMBER OF SHRUBS REQUIRED: 30 PROPOSED:
46
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 60'-6"
SIDE STREET- 15 FT N/A
SIDEYARD: 7.5 FT 79- 6" / 89- 6"
REAR: 25 FT 30'-5"
Uj
OR
4! MIN. I
CURB BE
DRIVEWK
NOTE: ORIGINAL FRONT ON NW 99TH STREET
FBC TABLE 702.3 BUILDING SEWER PIPE
MATERIAL
STANDARD
ACRYLONITRIDE BUTADIENE STYRENE
ASTIM
D 2661; ASTM D 251;
(ABS) PLASTIC PIPE
ASTM
F 628
ASBESTOS-CEMENT PIPE
ASTM
C 428
CAST IRON PIPE
ASTIM
A 74; ASTM A 888;
CISPI
301
SPECIES
ASTIM
C 14; ASTM C 76;
CONCRETE PIPE
CSA A 257.1; CSA
TYPE
CAN/CSA A 257.2
COPPER OR COPPER-ALLOY TUBING
ASTIM
8 75; ASTM B 88;
(TYPE "K" OR -L")
ASTM
B 251
POLYVINYL CHLORIDE (PVC)
ASTIM
D 2665; ASTM ID
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 SIDEWALK
CURB
EWATT�
TOP OF DRIVE ---Top Of
CURB
— — — — — — FLO—W L—NE _0F _GU I— !JP OF GLITTER
J VARIES
(4� OR GREATER)
7`'!�7%�,,_
DRIMEWAY
CURB & GUTTER
2% SLOPE
27, VLOPE,
OPE vA?,TS
SEMONA-A
TABLE OF CONTENTS I
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
z
2" MIN. 0 0 6" ABOVE
GRADE
RED FLAGGING TAPE
ON SUPPORTS
HIGH STRENGTH RUBBER
SUPPORTS. 3 0 120* APART Z5
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(3) PRE-GALV. STL S:F*KE9 om
SUNK FLUSH NTH GRADE MIN. -1 m
LO 0
24" IN LENGTH - SAME OPP. TREE z
STAKING TO BE DONE NTH 'TREE S-`
STAKE KITS BY LAWSON LANDSCAPE�
(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
TREE PLANTING DETA
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
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PLANTING SOIL
UNEXCAVATED FOR SUPPORT
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LANDSCAPE LEGEND
GROUNDCOVER SPACING VAIRES
W1 SPECIES (SEE PLANT LIST)
EXCAVATE TO A MIN. DEPTH OF 6"
AND BACKFILL W/ PLANTING SOIL
TREE/ SHRUB NAME
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Amplum
JOB No.:
12.05928.SFR
01
REVISIONS:
5-24-13 LANDSCAPE
6-17-13 CU
DATE: 3/5/2012
CHECKE)BY:
DRAWN BY: SRL
PLOT: 100%
SHEET INDEX:
SITE PLAN
NOTES
'SHEET No.:
SP-1
L
z
R
0
LU
LO
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LAJ
z
x
0
.j
1U6
CD
z
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C=)
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Amplum
JOB No.:
12.05928.SFR
01
REVISIONS:
5-24-13 LANDSCAPE
6-17-13 CU
DATE: 3/5/2012
CHECKE)BY:
DRAWN BY: SRL
PLOT: 100%
SHEET INDEX:
SITE PLAN
NOTES
'SHEET No.:
SP-1
L
R
LO
LAJ
C=)
.j
CD
z
C=)
Go
W
C:)
C-)
>
at:
in
Uj
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LU
Cn
rl")
CO
Ufflm" �V =� 000 Nr W167 =A M M Nime
OW MAY Wr K WMW
06j�= =
coma= WNW W
Amplum
JOB No.:
12.05928.SFR
01
REVISIONS:
5-24-13 LANDSCAPE
6-17-13 CU
DATE: 3/5/2012
CHECKE)BY:
DRAWN BY: SRL
PLOT: 100%
SHEET INDEX:
SITE PLAN
NOTES
'SHEET No.:
SP-1
L