08-471-006SITE NOTES
CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF EXISTING UTILITIES AND POINTS OF
CONNECTION BEFORE COMMENCING ANY WORK.
TREE NOTE
NO TREES ARE TO BE REMOVED, RELOCATED, DAMAGED, OR DISPLACED BY THE NEW
ADDITION. ALL NEW ROOTBALLS TO BE PLACED 2'-0" MINIMUM FROM STRUCTURE.
0
I
I
L 5'-0"
F.I.P. 1/211
NO CAP
TRIANGLE l
OF VISIBILITY r j
1�
26'-6"
NEW SETBACK
A
/ 4— NEW 8'-(
i WOOD GA
io
GRAVEL 6'
DRIVEWAY -
SITE PLAN
1/8"= 1 I -oil
9.24, EYEBROW
GRADE
F.I.P. 112"
NO CAP
Y
U
m
it �
I V)
so
z LANDSCAPING
SEE L1.0 I
NEW S-0"
WOOD GATE `
9.65'
.. GRADE
I
39'-3" EXISTING SETBACK
' M
I
lV
9.68'
GRADE
25.71' EXISTING SETBACK
0
I
N 9.48'
GRADE
LJ1N
I
---
,
39'--3" NEW SETBACK
8.94'
15'-0" REQUIRED MIN. SIDE SETBACK LANDSCAPING �
SEE L1.0
15'-1" 19'-2" 7'-2"
LANDSCAPING ¢
21-010 2'-9"
SEE L1.0 lz
Fp m
I w I
Cn u� `O
8.90'
GRADE GRADE
al
PROTECT Exlsr.
SWALE
9696 ••• •
0
Adjacent Grade Elevation
(next to the wall of the structure)
TRIANGLE
x
Ww
� FI
LO
N
w
�__J
LANDSCAPING
o
SEE L1.0
W
Cr
O
0
I
N 9.48'
GRADE
LJ1N
I
---
,
39'--3" NEW SETBACK
8.94'
15'-0" REQUIRED MIN. SIDE SETBACK LANDSCAPING �
SEE L1.0
15'-1" 19'-2" 7'-2"
LANDSCAPING ¢
21-010 2'-9"
SEE L1.0 lz
Fp m
I w I
Cn u� `O
8.90'
GRADE GRADE
al
PROTECT Exlsr.
SWALE
9696 ••• •
r-,
Adjacent Grade Elevation
(next to the wall of the structure)
TRIANGLE
x
Ww
OF VISIBILITY
SOIL STATEMENT
UPON VISUAL INSPECTION AT SITE BY THE ARCHITECT, SOIL CONDITIONS ARE HARD SAND
do ROCK WITH A MINIMUM LOAD BEARING CAPACITY OF 2000 PSF. ARCHITECT WILL INSPECT
EXCAVATIONS TO VERIFY SOIL CONDITIONS BEFORE CONCRETE IS POURED. THE BUILDING
OFFICIAL WILL BE PROVIDED WITH A STATEMENT IN THE FORM OF A LETTER FROM THE
ARCHITECT VERIFYING THE EXISTING CONDITIONS AND THE ALLOWABLE SOIL BEARING
CAPACITY. SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED DURING THE
INSPECTION, THE CONTRACTOR WILL BE NOTIFIED TO STOP WORK SO THAT THE
FOUNDATIONS CAN BE REDESIGNED OR THE SOIL CAN BE REPLACED TO MEET THE CODE
REQUIREMENTS.
Y
J
100' PROPERTY LINE
F.I.P. 1/2"
NO CAP
PROTECT EXIST.
SWALE
17' PARKWAY --\
NOTE: LANDSCAPING IS TO BE
MAINTAINED IN SUCH A MANNER TO
NOT IMPEDE THE REQUIRED TRIANGLE
OF VISIBILITY.
NOTE: THERE ARE NO DRIVEWAYS
WITHIN 10'-0" OF PROPERTY LINE
SW 65TH ST.
F.I.P. 1/2"
NO CAP
t
EXISTING
o OF VISIB
I
a
TRIANGLE
LITY
Lu
N U
Lu
H—
H
r -
o
0
EXISTING TRIANGLE
OF VISIB LITY
/,N41NORTH
9696 ••• •
r-,
Adjacent Grade Elevation
(next to the wall of the structure)
EXISTING
x
Ww
N/A
w
�__J
PROPOSED
Iz
LLJN
J
O
I
`-
• •
..•
I )CCMAIN
6561
•
S.W. 7Eth :.T6R CE0
r •
w
1,638 S.F.
C�
FLORIDA S31�43
-
Na
DEMOLISH EXISTING CARPORT/LAUNDRY
-295 S.F.
Mark A CaItre AR 0013380
Richard K. JonMork es, AIA AR 0015755
LOT/UNIT: 4 BLOCK/BLDG: 4
SHEET TITLE:
CD
--176 S.F.
10'-0"
r ♦ r • ♦4, • •
PA.,E: u
V .+W V
• • W
�
•
• •
� •
U
SCOPE OF WORK: ONE CMS STORY ADDITION
FLObD.,zbNE "�' . r •
`c W •
W r W •' '
THESE VARIATIONS ARE INCLUDED IN CONTRACTOR'S SCOPE OF WORK, AND NO ADDITIONAL
iX '.
COST TO CONTRACTOR'S BID SHALL BE AUTHORIZED.
200722 - JONES RES.
NEW FLORIDA ROOM REPLACEMENT
190 S.F.
OWNER AND ARCHITECT AND AWAIT RESPONSE PRIOR TO CONTINUATION OF WORK
04/18/2008
1F
TOTAL AIR CONDITIONED SPACE
100' PROPERTY LINE
F.I.P. 1/2"
NO CAP
PROTECT EXIST.
SWALE
17' PARKWAY --\
NOTE: LANDSCAPING IS TO BE
MAINTAINED IN SUCH A MANNER TO
NOT IMPEDE THE REQUIRED TRIANGLE
OF VISIBILITY.
NOTE: THERE ARE NO DRIVEWAYS
WITHIN 10'-0" OF PROPERTY LINE
SW 65TH ST.
F.I.P. 1/2"
NO CAP
t
EXISTING
o OF VISIB
I
a
TRIANGLE
LITY
Lu
N U
Lu
H—
H
r -
o
0
EXISTING TRIANGLE
OF VISIB LITY
/,N41NORTH
mu"i
TELEPHONE (305) 295-67231 FAX (305) 285-6722
535 SW 9 ST. SUITE 100 MIAMI, FL. 33130
DESIGN I CONSTRUCTION ADMINISTRATION
THE OWNER OF THIS PROPERTY UNDERSTANDS THAT THE WORK AMOUNT INDICATED ABOVE IS GOING TO DE KEPT ON BUILDING INSPECTIONS I CAD PRODUCTION
THE OFFICIAL PERMIT RECORD DURING A SIX (6) MONTH PERIOD FROM THE DATE OF WHICH THE CERTIFICATE OF
COMPLETION IS ISSUED. IF ANY ADDITIONAL, REPAIR, RECONSTRUCTION, ALTERATION, ADDITION, REMODELING OR
COMBINATION THEREOF IS DONE BEFORE THE CERTIFICATE OF COMPLETION IS ISSUED, OR WITHIN THE TRACKING CONSULTANT/ NOTES
PERIOD, IT WILL BE CONSIDERED A CONTINUANCE OF THE ABOVE WORK. IF THE PROPERTY IS DECLARED
SUBSTANTIALLY IMPROVED OR DAMAGED AND THE FLOOR ELEVATION IS NOT IN COMPLIANCE, THE STRUCTURE WILL
BE ELEVATED IN ACCORDANCE WITH CHAPTER 11C OF THE MIAMI--DADE COUNTY CODE.
0' — 0" = 9.68' NGVD
TERMITE PROTECTION
ALL BUILDINGS SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST
SUBTERRANEAN TERMITES 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 TREATMENT FOR THE
PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES APPROVALS/REVISIONS DATE
AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES.
DRAINAGE NOTE
ALL RUN --OFF IS AND WILL BE CONTAINED ON THE PROPERTY. ALL CONSTRUCTION SHALL
NOT AFFECT THE RETAINAGE OF WATER RUN-OFF ON PROPERTY. THE CONTRACTOR SHALL
CHECK GRADES AND MAINTAIN PROPER & CORRECT WATER RETAINAGE UPON COMPLETION OF
THE BUILDING ADDITION AND SITE WORK. REFER TO SURVEY FOR EXISTING SPOT ELEVATIONS.
LEGAL DESCRIPTION
LOT 4, BLOCK 4, "'LUDLAM ESTATES", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN
PLAT BOOK 60, PAGE 4, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA.
ZONING INFORMATION
9696 ••• •
r ..•♦r• •••.
Adjacent Grade Elevation
(next to the wall of the structure)
EXISTING
9.68 FT. NGVD
N/A
HIGHEST
9.68 FT. NGVD
PROPOSED
9.68 FT. NGVD
FLOOD LEGEND
LOWEST
9.49 FT. NGVD
V V 4
ADDITIONS REMODELING REPAIRS & COMBINATIONS
• •
..•
I )CCMAIN
6561
•
S.W. 7Eth :.T6R CE0
r •
_
1,638 S.F.
05-4036-042-0200 MIAMI,
FOLIO: ADDRESS:
FLORIDA S31�43
-
Na
DEMOLISH EXISTING CARPORT/LAUNDRY
-295 S.F.
Mark A CaItre AR 0013380
Richard K. JonMork es, AIA AR 0015755
LOT/UNIT: 4 BLOCK/BLDG: 4
SHEET TITLE:
DEMOLISH EXISTING FLORIDA ROOM (REPLACE)
--176 S.F.
LUDLAM ESTATES 60
SUBDIVISION: PUT ROOK:
r ♦ r • ♦4, • •
PA.,E: u
V .+W V
• • W
�
•
• •
� •
U
SCOPE OF WORK: ONE CMS STORY ADDITION
FLObD.,zbNE "�' . r •
`c W •
W r W •' '
mu"i
TELEPHONE (305) 295-67231 FAX (305) 285-6722
535 SW 9 ST. SUITE 100 MIAMI, FL. 33130
DESIGN I CONSTRUCTION ADMINISTRATION
THE OWNER OF THIS PROPERTY UNDERSTANDS THAT THE WORK AMOUNT INDICATED ABOVE IS GOING TO DE KEPT ON BUILDING INSPECTIONS I CAD PRODUCTION
THE OFFICIAL PERMIT RECORD DURING A SIX (6) MONTH PERIOD FROM THE DATE OF WHICH THE CERTIFICATE OF
COMPLETION IS ISSUED. IF ANY ADDITIONAL, REPAIR, RECONSTRUCTION, ALTERATION, ADDITION, REMODELING OR
COMBINATION THEREOF IS DONE BEFORE THE CERTIFICATE OF COMPLETION IS ISSUED, OR WITHIN THE TRACKING CONSULTANT/ NOTES
PERIOD, IT WILL BE CONSIDERED A CONTINUANCE OF THE ABOVE WORK. IF THE PROPERTY IS DECLARED
SUBSTANTIALLY IMPROVED OR DAMAGED AND THE FLOOR ELEVATION IS NOT IN COMPLIANCE, THE STRUCTURE WILL
BE ELEVATED IN ACCORDANCE WITH CHAPTER 11C OF THE MIAMI--DADE COUNTY CODE.
0' — 0" = 9.68' NGVD
TERMITE PROTECTION
ALL BUILDINGS SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST
SUBTERRANEAN TERMITES 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 TREATMENT FOR THE
PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES APPROVALS/REVISIONS DATE
AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES.
DRAINAGE NOTE
ALL RUN --OFF IS AND WILL BE CONTAINED ON THE PROPERTY. ALL CONSTRUCTION SHALL
NOT AFFECT THE RETAINAGE OF WATER RUN-OFF ON PROPERTY. THE CONTRACTOR SHALL
CHECK GRADES AND MAINTAIN PROPER & CORRECT WATER RETAINAGE UPON COMPLETION OF
THE BUILDING ADDITION AND SITE WORK. REFER TO SURVEY FOR EXISTING SPOT ELEVATIONS.
LEGAL DESCRIPTION
LOT 4, BLOCK 4, "'LUDLAM ESTATES", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN
PLAT BOOK 60, PAGE 4, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA.
ZONING INFORMATION
Lowest Floor Elev.(including
basement/sunken areas)
Cara e/ Storage Floor
Elev_ Aon
Adjacent Grade Elevation
(next to the wall of the structure)
EXISTING
9.68 FT. NGVD
N/A
HIGHEST
9.68 FT. NGVD
PROPOSED
9.68 FT. NGVD
N/A
LOWEST
9.49 FT. NGVD
BUILDING FOOTPRINT ANALYSIS
r
mu"i
TELEPHONE (305) 295-67231 FAX (305) 285-6722
535 SW 9 ST. SUITE 100 MIAMI, FL. 33130
DESIGN I CONSTRUCTION ADMINISTRATION
THE OWNER OF THIS PROPERTY UNDERSTANDS THAT THE WORK AMOUNT INDICATED ABOVE IS GOING TO DE KEPT ON BUILDING INSPECTIONS I CAD PRODUCTION
THE OFFICIAL PERMIT RECORD DURING A SIX (6) MONTH PERIOD FROM THE DATE OF WHICH THE CERTIFICATE OF
COMPLETION IS ISSUED. IF ANY ADDITIONAL, REPAIR, RECONSTRUCTION, ALTERATION, ADDITION, REMODELING OR
COMBINATION THEREOF IS DONE BEFORE THE CERTIFICATE OF COMPLETION IS ISSUED, OR WITHIN THE TRACKING CONSULTANT/ NOTES
PERIOD, IT WILL BE CONSIDERED A CONTINUANCE OF THE ABOVE WORK. IF THE PROPERTY IS DECLARED
SUBSTANTIALLY IMPROVED OR DAMAGED AND THE FLOOR ELEVATION IS NOT IN COMPLIANCE, THE STRUCTURE WILL
BE ELEVATED IN ACCORDANCE WITH CHAPTER 11C OF THE MIAMI--DADE COUNTY CODE.
0' — 0" = 9.68' NGVD
TERMITE PROTECTION
ALL BUILDINGS SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST
SUBTERRANEAN TERMITES 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 TREATMENT FOR THE
PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES APPROVALS/REVISIONS DATE
AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES.
DRAINAGE NOTE
ALL RUN --OFF IS AND WILL BE CONTAINED ON THE PROPERTY. ALL CONSTRUCTION SHALL
NOT AFFECT THE RETAINAGE OF WATER RUN-OFF ON PROPERTY. THE CONTRACTOR SHALL
CHECK GRADES AND MAINTAIN PROPER & CORRECT WATER RETAINAGE UPON COMPLETION OF
THE BUILDING ADDITION AND SITE WORK. REFER TO SURVEY FOR EXISTING SPOT ELEVATIONS.
LEGAL DESCRIPTION
LOT 4, BLOCK 4, "'LUDLAM ESTATES", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN
PLAT BOOK 60, PAGE 4, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA.
ZONING INFORMATION
FBGC GREEN BUILDING CA.�C. {SITE)
ZONING
RS -3
SQL ,
'.
GROSS LOT AREA 10000 5F
r r
AREA OF ROOF = 2966 SF
TOTAL LOT AREA:
10,000 S.F.
PATIO 604 SFS,
TOTAL IMPERVIOUS AREA INCL. ROOF O.H. = 3905 SF
BUILDING FOOTPRINT ANALYSIS
r
FGBC PERVIOUS AREA (GROSS LOT/PERV AREA = 607.
3 PTS.
EXISTING RESIDENCE AND CARPORT
1,638 S.F.
SITE INVESTIGATION
DEMOLISH EXISTING CARPORT/LAUNDRY
-295 S.F.
Mark A CaItre AR 0013380
Richard K. JonMork es, AIA AR 0015755
AND TO ANALYZE THE NATURE AND EXTENT OF THE WORK TO BE PERFORMED.
SHEET TITLE:
DEMOLISH EXISTING FLORIDA ROOM (REPLACE)
--176 S.F.
SLIGHT VARIATION OF ROUTING AND CONSTRUCTION SHOULD BE ANTICIPATED BY THE
1
CONTRACTOR IN ORDER TO AVOID CONFLICTS WITH EXISTING INSTALLATION AND THE
INSTALLATION OF OTHER TRADES.
NEW ADDITION/REPLACEMENT AT FRONT
843 S.F.
Job No. Drawing No.
THESE VARIATIONS ARE INCLUDED IN CONTRACTOR'S SCOPE OF WORK, AND NO ADDITIONAL
COST TO CONTRACTOR'S BID SHALL BE AUTHORIZED.
200722 - JONES RES.
NEW FLORIDA ROOM REPLACEMENT
190 S.F.
OWNER AND ARCHITECT AND AWAIT RESPONSE PRIOR TO CONTINUATION OF WORK
04/18/2008
Scale:
TOTAL AIR CONDITIONED SPACE
2200 S.F.
NEW FRONT PORCH
114 S.F.
Z
NEW FLORIDA REAR PORCH
118 S.F.
W
0
Lu
TOTAL PROPOSED BUILDING COVERAGE: 2432 S.F.
EXISTING BRICK PAVER PATIO 0 REAR
EXISTING BRICK PAVER DRIVE
353 S.F.
651 S.F.
0
C)
co
W
TOTAL IMPERVIOUS SURFACES 1004 S.F.
0
cM
TOTAL BUILDING + IMPERVIOUS SURFACES
3436 S.F.
Q
Z
WC)
IMPERVIOUS SURFACE ALLOWED (7.)
40%U)W
�—
ALLOWABLE S.F.: 10,000 S.F. x 407• =
4000 S.F.
W
of
C-0
0
SETBACKS
Z
J
SETBACKS: REQUIRED MIN.
PROPOSED ADDITION
<
LL
FRONT 25'-0" FT.?='
37'-2" FT. 0
U)
z
SIDE RIGHT 7'-6" FT.
FT.
18'-11" FT. r
16'-7" FT. +
W
0
uj
SIDE LEFT (STREET) 15'-0" 1
FT.
IT—
<
REAR 25'-0" FT.
25'-10"
CLASSIFICATION OF WORK
ALTERATION -LEVEL 3
Q
SCOPE OF WORK IS AN ADDITION OF XXX S.F. (XX%)
�
�
LEED-H GREEN BUILDING
CALL. (SITE)
�C
10,000 SF (GROSS LOT) -2966 SF (ROOF AREA) =
7004 SF
IMPERVIOUS SURFACE NOT UNDER ROOF =
DRIVE 335 SF
PATIO 604 SF
939 SF
TOTAL PERVIOUS AREA =
6095 SF
LEED-H ((GROSS LOT- ROOF)/PERV. AREA) =
867.
2 PTS.
LEED-H (TURF AREA / LANDSCAPED AREA) =
47%
2 PTS.
I
FBGC GREEN BUILDING CA.�C. {SITE)
SQL ,
'.
GROSS LOT AREA 10000 5F
r r
AREA OF ROOF = 2966 SF
^: f.°�,
IMPERVIOUS SURFACE NOT UNDER ROOF = DRIVE 335 SF
PATIO 604 SFS,
TOTAL IMPERVIOUS AREA INCL. ROOF O.H. = 3905 SF
TOTAL PERVIOUS AREA = 6095 SF7,7
r
FGBC PERVIOUS AREA (GROSS LOT/PERV AREA = 607.
3 PTS.
SITE INVESTIGATION
BEFORE BIDDING, CONTRACTOR VISIT THE SITE TO INVESTIGATE THE EXISTING CONDITIONS
Mark A CaItre AR 0013380
Richard K. JonMork es, AIA AR 0015755
AND TO ANALYZE THE NATURE AND EXTENT OF THE WORK TO BE PERFORMED.
SHEET TITLE:
CONTRACTOR'S WORK INVOLVES EXISTING BUILDING SYSTEMS AND FACILITIES.
SITE PLAN
SLIGHT VARIATION OF ROUTING AND CONSTRUCTION SHOULD BE ANTICIPATED BY THE
1
CONTRACTOR IN ORDER TO AVOID CONFLICTS WITH EXISTING INSTALLATION AND THE
INSTALLATION OF OTHER TRADES.
Job No. Drawing No.
THESE VARIATIONS ARE INCLUDED IN CONTRACTOR'S SCOPE OF WORK, AND NO ADDITIONAL
COST TO CONTRACTOR'S BID SHALL BE AUTHORIZED.
200722 - JONES RES.
IF CONTRACTOR IDENTIFIES ANY DESCREPANCIES IN THE FIELD, CONTRACTOR IS TO NOTIFY
Drawn By:
III
Date Plotted: A1.0
OWNER AND ARCHITECT AND AWAIT RESPONSE PRIOR TO CONTINUATION OF WORK
04/18/2008
Scale:
(VARIES — SEE DRAWING)