HomeMy WebLinkAboutSite Plan & DetailsRECEIVED
�., p.L�ai� bG04117ty
GENERAL NOTES:
1. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING
SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR
OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A
PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. SEE 2020 FLORIDA RESIDENTIAL
CODE SECTION 202, "REGISTERED TERMITICIDE." UPON COMPLETION OF THE APPLICATION
OF THE TERMITE PROTECTIVE TREATMENT, 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 RULES AND LAWS ESTABLISHED BY THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
2. ALL WORK SHALL MEET APPLICABLE REQUIREMENTS OF THE 2020 FLORIDA BUILDING
CODE, BUILDING, 7TH EDITION AND 2020 FLORIDA BUILDING CODE, RESIDENTIAL 7TH
EDITION.
3. APPLIANCES SHALL BE ENERGY STAR LABELED - CLOTHES WASHERS, DISHWASHERS,
REFRIGERATORS AND CLOTHES DRYERS. SUPPLY HOSES TO WATER USING FIXTURES
AND APPLIANCES MUST BE ARMORED, PEX OR METAL (EXCEPT COPPER)
4. SLOPE ALL CONCRETE PAVING AWAY FROM BUILDING AT 1% MINIMUM.
SLOPE ALL CONCRETE WALKS AWAY FROM BUILDING AT 2% MINIMUM.
5. SLOPE ALL FINAL GRADING AWAY FROM BUILDING TO ENSURE POSITIVE DRAINAGE.
6. LAY NEW SOD TO COVER ALL AREAS OF YARD DISTURBED BY CONSTRUCTION ACTIVITIES.
SOD MUST BE BAHIA, ZOYSIA, OR BERMUDA
7. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND NOTIFY ARCHITECT OF ANY
DISCREPANCIES WITH PLANS AND AS -BUILT CONDITIONS PRIOR TO PROCEEDING WITH
THE WORK.
8. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN OVER
SMALL SCALE DETAILS. NOTIFY ARCHITECT WITH ANY DISCREPANCIES OVER
DIMENSIONS.
9. ALL DIMENSIONS ARE TO THE FACE OF THE STUDS (ROUGH) UNLESS OTHERWISE NOTED.
10. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, INSPECTION FEES, AND
DEPOSITS REQUIRED FOR THE INSTALLATION OF ALL WORK. IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO CALL FOR LOCAL INSPECTIONS AND OBTAIN
APPROVAL FROM THE STATE FIRE MARHSAL IF REQUIRED.
11. ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH ALL LOCAL CITY, COUNTY,
STATE OF FLORIDA AND FEDERAL CODES. THE CONTRACTOR SHALL GIVE ALL NOTICES
AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS
OF ANY PUBLIC AUTHORITY BEARING PERFORMANCE OF THE WORK.
12. VERIFY ROUGH OPENING SIZES WITH DOOR AND WINDOW MANUFACTURERS BEFORE
CONSTRUCTION IS TO BEGIN.
13. SAFETY GLAZING SHALL BE PROVIDED AT HAZARDOUS LOCATIONS AS PER SECTION
R308.4 OF THE FRC 2020,
14. COMBINATION SMOKE /CARBON MONOXIDE DETECTORS SHALL BE PROVIDED IN AND
OUTSIDE ALL SLEEPING AREAS.
15. EACH SLEEPING ROOM MUST HAVE AT LEAST ONE OPERABLE WINDOW OR EXTERIOR
DOOR APPROVED FOR EMERGENCY EGRESS OR RESCUE. UNIT MUST BE OPERABLE
FROM INSIDE TO FULL CLEAR OPENING OF 5.7 SQUARE FEET, WITH SILL HEIGHT NO MORE
THAN 44 INCHES ABOVE THE FLOOR, MINIMUM NET CLEAR OPENING HEIGHT OF 24 INCHES,
AND MINIMUM NET CLEAR OPENING WIDTH OF 20 INCHES.
16. EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE LESS THAN T-0" FEET SHALL HAVE
1 HOUR PROTECTION OF 5/8" GYP BOARD AT BOTH SIDES OF THE WALL.
17. OVERHANG PROJECTIONS WITH A FIRE SEPARATION DISTANCE LESS THAN T-0" (FEET)
SHALL BE PROVIDED WITH 5/8" GYP. BOARD UNDERSIDE FOR 1-HOUR PROTECTION.
18. ALL "GLASS OPENINGS" SHALL BE IMPACT RESISTANT GLAZING (COMPLY WITH
REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM 1996 AND OF ASTME 1886
FASTENED IN ACCORDANCE WITH TABLE R301.2.1.2 OF FRC 2020.
19. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFETY APPARATUS REQUIRED TO
ENSURE THE HEALTH AND WELFARE OF THE GENERAL PUBLIC, THE OWNERS, AND ANY
WORKERS.
20. THE CONTRACTOR SHALL HAVE THE WORK SITE CLEANED ON A DAILY BASIS. THE
DISPOSAL OF ANY WASTE SHALL BE OFF SITE AND IN A MANNER PRESCRIBED UNDER THE
LAW.
21. CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT FINISHED STRUCTURE. THEY
DO NOT INDICATE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL
MEASURES NECESSARY TO PROTECT STRUCTURE AND PERSONNEL DURING
CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO BRACING,
SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, EXCAVATION PROTECTIONS,
SCAFFOLDING, JOB SITE SAFETY, ETC. OBSERVATION VISITS TO THE SITE BY ARCHITECT,
OWNER, OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF ABOVE ITEMS.
22. IT IS RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE VARIOUS TRADES ON
BUILDING TO ALLOW SUFFICIENT ROOM FOR ALL EQUIPMENT.
23. CONTRACTOR TO COORDINATE ALL UTILITIES INSTALLATION AND CONNECTION WITH
LOCAL UTILITY COMPANY.
24. THE CONTRACTOR SHALL PROVIDE FOR POSITIVE DRAINAGE AROUND THE BUILDING
INCLUDING ANY TEMPORARY MEASURES DURING THE CONSTRUCTION SO AS TO ENSURE
NO WATER DAMAGE TO THE BUILDING.
25. ALL REMOVED TOPSOIL SHALL BE STORED AND USED FOR FINISH GRADING. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS MATERIAL PRIOR TO
FINISH GRADING.
26, CONTRACTOR SHALL COORDINATE & INSTALL WOOD BLOCKING IN FRAMING AS NEEDED
TO SUPPORT ANY ITEMS MOUNTED TO THE WALLS.
27. ALL PENETRATIONS THROUGH FIRE RATED WALLS ARE TO BE SEALED WITH CODE
APPROVED FIRESTOPPING MATERIAL.
28. THE CONTRACTOR SHALL VERIFY THE MIN. F.F. ELEV. WITH THE CITY/PARISH FEMA
ELEVATION AND BENCHMARK CERTIFICATE.
29. ALL DRIVEWAY AND SIDEWALKS SHALL MEET LOCAL DEPARTMENT OF PUBLIC WORKS
STANDARD DETAILS IF APPLICABLE.
30. CONTRACTOR SHALL PROVIDE COLOR SCHEMES FOR ALL CABINETS, COUNTERTOPS,
FLOORING AND EXTERIOR MATERIALS IN A NEUTRAL COLOR PALETTE. ALL INTERIOR
WALLS, CEILINGS AND TRIM MUST BE WHITE.
31. CONTRACTOR SHALL PROVIDE ALL PLUMBING FIXTURES, ELECTRICAL FIXTURES, DOOR
HARDWARE, BATHROOM HARDWARE, AND BATHROOM ACCESSORIES IN A CONSISTENT
MATERIAL FINISH.
32. CONTRACTOR SHALL PROVIDE CLEAN OUT LOCATIONS, TIE-IN LOCATIONS, AND WATER
AND SEWER LINE LOCATIONS ON SITE TO PERMIT DEPARTMENT FOR REVIEW.
33. CONTRACTOR SHALL PROVIDE ELECTRICAL LOAD CALCULATIONS AND ANY ADDITIONAL
ELECTRICAL INFORMATION REQUESTED BY PERMIT DEPARTMENT NOT SHOWN IN
DRAWINGS.
on -to] I I I
platcNi- 1. W.
3005 CORTEZ BLVD,
FORT PIERCE, FL 34981
FOR CONSTRUCTION
PROJECT INF
OCCUPANCY:
BUILDING CODE:
PERMIT TYPE:
ORMATION:
SINGLE FAMILY RESIDENTIAL
2020 FLORIDA BUILDING CODE, BUILDING, 7TH EDITION
2020 FLORIDA BUILDING CODE, RESIDENTIAL, 7TH EDITION
NEW CONSTRUCTION
FFE INFORMATION:
FLOOD ZONE:
X
FEMA BASE FLOOD ELEVATION:
N/A
HIGHEST ADJACENT GRADE:
16.80' NAVD88
CROWN OF THE ROAD:
18.36' NAVD88
PROPOSED FFE.:
20.30' NAVD88
ZONING INFORMATION:
ZONING CLASSIFICATION: RS-4
USE:
DWELLING, SINGLE-FAMILY
MINIMUM LOT AREA:
SINGLE FAMILY:
10,000 SF/DU
MINIMUM LOT WIDTH:
SINGLE FAMILY:
75'
MAX. BUILDING HEIGHT:
SINGLE FAMILY:
35'
FRONT YD MIN. REQ:
SINGLE FAMILY:
25'
INT SIDE YD REQ:
SINGLE FAMILY:
7.5'
CORNER SIDE YD MIN. REQ:
SINGLE FAMILY:
20'
REAR YD MIN. REQ:
SINGLE FAMILY:
15'
BUILDING
INFORMATION:
FIRST FLOOR:
1992 SF
FRONT PORCH:
187 SF
REAR PORCH:
178 SF
BUILDING HEIGHT:
17' - 0 7/8"
CONDITIONED AREA
VOLUME:
14,464 CF
INDEX OF DRAWINGS
G-1 TITLE SHEET
C-1 I SITE PLAN & DETAILS
A-1
JARCHITECTURAL PLANS
A-2
ELEVATIONS
A-3
DETAILS
A-4
VINYL SIDING DETAILS RAISED HOUSE
E-1 ELECTRICAL PLAN
M-1
MECHANICAL
M-2
MECHANICAL
M-3
MECHANICAL
P-1 PLUMBING PLAN
S-1
STRUCTURAL NOTES
S-2
FOUNDATION PLANS & DETAILS
S-3
FOUNDATION DETAILS
S-4
FRAMING PLANS & DETAILS
S-5
FRAMING PLANS & DETAILS
S-6
FRAMING DETAILS
S-7
DETAILS
A.SM- EC
q
3 wm
Lllvd
vI[y1011wa &UllN
.Ww, A"
to
Y
N
t0
❑
N
N
N
0
U
❑
F-
z
w
0
U
Of
w
EL
0
z
<M
J
W
U)
Z
z
O
Q
r
Y
(�
O
r,
C
W
LU
J
w
LL
V)
N
z_
t7
z
Q
z CD
w rn
z
w
,
Ill w0N
o
O
°N' S
w
v in
z
ry
fn
d
Cn
Q
00-0
Cr
W
0
0
❑M
G
J
J J
LL
m
N W
Lo
J_
�w
O
D
LU
Oa
O
m
UH
'
W
Lo
o�
O
LLO
Project Number 2019-15
Date 11/23/2021
Drawn By SM
Checked By IP
FOR CONSTRUCTION
G®1
RECtxiVED
LUG'e'UUnty
Permitting
PROPOSED NEW
SINGLE-FAMILY
RESIDENCE
FFE 20.30' NAVD88
60'-0"
EL 16.66'
330' - 3 1/4"
EL 13.85'
PROPERTY LINE
o REAR YARD SETBACK
I
II
I
i
I
-----------------
---------- I
I
�
I
li I
,
I
I
I
I
I I
�
�
� I
,
II I
I
toI I z
I
I
F , J
I
wa
�
Ali I
w
Cq
w1 a
o1
I
I
m
�
7' - 6„
I I
I
I
II
I
I
I
00
I I
7 6„
w I
I
I
o
�
I
� I
� �
-
I
I
I
I
I
I
I
EXISTING FENCE
,
i
I
I
I
I
I
I
I I
I
I
I
I
o
I
_
4 A.
134' - 3 1 /2"
I
I
FL. 15 43'
i,
I �
�I ,m
0 iD
� I,v
I (n
W
M D
m1 I�
I
I
I
I
I
EL 16.
I
I N
I
I 55'- 3 3/8"
I EL 16.80
I I
I
I(n
la
A I,m NEW 4" CONC ETE
0 D WALK AY
rn A
m Io
A
o I Im
o Z I I i
m D m d
n m
T-6 r.6 m
tD
14
I I
II
o
,
I
I I
I
I
m I z
wl
�I
I �
aI I0
UJ
Yli I�
EL 11.93' SHED d
I
- NEW 4" CONCRETE PAD
I
ROOF
4' - 0" / OVERHANG
SEPTIC TANK T - 6"
o
80, - EL 16.80 '
I
I
'— EL. 18.111 I I
a [AjREA II
II
EL 16.80'
EL15.31•
0 7' - 2" WELL ri lssa'
N II
I
E1165a'
r- I
I
El
� I
NEW 6" DRIVEWAY, I
I
CURB CUT PER LOCAL
REQUIREMENTS
— 16.34 --
__ ______
FRONT YARD SETBACK
r, 2? PROPERTY LINE
FFE INFORMATION:
FLOOD ZONE:
FEMA BASE FLOOD ELEVATION:
HIGHEST ADJACENT GRADE:
CROWN OF THE ROAD:
PROPOSED FFE.:
SITE PLAN LEGEND
EXISTING GRADE
�$EL xxxx PROPOSED GRADE
'�)MEx MATCH EXISTING GRADE
FFE FINISH FLOOR ELEVATION
LOW POINT OF SWALE
e� ► SLOPE ARROW
34d1 =17.[II&IYI=19wi10I1[oY11 *3
X
N/A
16.80' NAVD88
18.36' NAVD88
20.30' NAVD88
1. ALL PAVEMENT IN PUBLIC RIGHT OF WAY SHALL MEET THE DETAILS AND
REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION.
2. ALL CURB CUTS AND DRIVEWAY APRONS SHALL MEET THE DETAILS AND
REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION.
3. ALL SIDEWALKS WITHIN THE PROPERTY BOUNDARY TO BE 4" THICK, 4000
PSI W/ 6x6-W2.9xW2.9 WWF, AND SHALL RECEIVE BROOM FINISH 90 DEG.
TO THE DIRECTION OF TRAVEL.
4. ALL DRIVEWAYS WITHIN THE PROPERTY BOUNDARY TO BE 6" THICK, 4000
PSI W/ 6x6-W2.9xW2.9 WWF, AND SHALL RECEIVE BROOM FINISH 90 DEG.
TO THE DIRECTION OF TRAVEL.
5. SLOPE ALL CONCRETE PAVING AWAY FROM BUILDING AT 1% MINIMUM.
SLOPE ALL CONCRETE WALKS AWAY FROM BUILDING AT 2% MAXIMUM.
6. SLOPE ALL FINAL GRADING AWAY FROM BUILDING TO ENSURE POSITITVE
DRAINAGE. MAXIMUM SLOPE FOR LANDSCAPED AREAS IS 25%.
7. LAY NEW SOD TO COVER ALL AREAS OF YARD DISTURBED BY
CONSTRUCTION ACTIVITIES.
8. SITE GRADING PLAN BASED ON AVAILABLE SURVEY DATA. EXISTING
DRAINAGE PATTERNS TO BE CONFIRMED IN FIELD BY THE CONTRACTOR.
9. CONTRACTOR SHALL REGRADE SITE IMMEDIATELY ADJACENT TO THE
NEWLY CONSTRUCTED HOUSE TO PROVIDE POSITIVE DRAINAGE AWAY
FROM THE FOUNDATION OF THE HOME.
10. THE CONTRACTOR SHALL NOT ALTER SITE DRAINAGE PATTERNS IN A
WAY THAT DIRECTS ADDITIONAL FLOWS ONTO ADJACENT PROPERTIES,
PREMOLDED JOINT MATERIAL
OR JOINT FILLER LEFT FLUSH
WITH SURFACE OF SIDEWALK
w
w #4 DOWELS 16" LONG @ 12"
O.C., WITH SLEEVES CHAIRS,
U CENTERED 2" FROM SURFACE
0?
<'A EL 16.65'
F_I. 17.06 - El 18A7'
F I- 18.36' F I- 17.36' r L 16 80'
CORTEZ BLVD
264' - 8 1/4"
m SITE PLAN
7K U 1 " = 40'-0"
EXISTING CONCRETE
PAD TO REMAIN
EXISTING POWER POLE
TO REMAIN
EXISTING GRAVEL
DRIVEWAY TO REMAIN
6x6-W2.9xW2.9 WWF SUPPORTED
ON CHAIRS @ MIN. ONE PER 9
SQUARE FEET OF WIRE
1/2" EXPANSION JOINT
4 d N
a as
°a, d
SELECT FILL OR AS THIS HALF OF DOWEL SHALL BE
DETERMINED BY GREASED UNLESS PLASTIC OR
FIELD CONDITIONS EPDXY COATED DOWEL IS USED
n SIDEWALK EXPANSION JOINT (EJ)
U NOT TO SCALE
PREMOLDED JOINT MATERIAL
OR JOINT FILLER LEFT FLUSH
WITH SURFACE OF SIDEWALK 6x6-W2.9xW2.9 WWF SUPPORTED
ON CHAIRS @ MIN. ONE PER 9
#4 DOWELS 16" LONG @ 12" —A N
SQUARE FEET OF WIRE
O.C., WITH SLEEVES CHAIRS,
CENTERED 2" FROM
1/2" EXPANSION U
N JOINT 7
d ae N
o
,L
J
M
THIS HALF OF DOWEL SHALL BE
SELECT FILL OR AS GREASED UNLESS PLASTIC OR
DETERMINED BY EPDXY COATED DOWEL IS USED
FIELD CONDITIONS
n DRIVEWAY EXPANSION JOINT (EJ)
U NOT TO SCALE
n SWALE SECTION
1/4" = 1'-0"
1:1171AiIJ1
U
W
10'-0
TYP.
n CONCRETE DRIVEWAY
U NOT TO SCALE
90' MAX.
TTYPr TYP
3 CONCRETE SIDEWALK
NOT TO SCALE
SAWCUT OR HARDBOARD
PREFORMED STRIP
6x6-W2.9xW2.9 WWF SUPPORTED
ON CHAIRS @ MIN. ONE PER 9
SQUARE FEET OF WIRE w
N
N U
m, e
'a d
L d
z
�_J
SELECT FILL OR AS
DETERMINED BY
FIELD CONDITIONS
A, DRIVEWAY CONTROL JOINT (CJ)
NOT TO SCALE
6x6-W2.9xW2.9 WWF SUPPORTED
ON CHAIRS @ MIN. ONE PER 9 =
SQUARE FEET OF WIRE7/
a
0
n SIDEWALK CONTROL JOINT (CJ)
U NOT TO SCALE
SAWCUT OR HARDBOARD
PREFORMED STRIP
N
l0
O
N
�
N
0
0
N
z
w
O
r-
w
a
d
z
M
F_
W
N
Z
CN
UQ
ad
U)
o
S
W
WLL.
ly
N
Z
Z
Q
Z o
Qo
•c
rn
Z
c)
J 0)
m
W
00
Wm
W
O N
O
2
33
O
W
C015
N
4 U)
W
Z `
3
y
m
Q
O
J J
U.
m
�
o
NW
J
Mx
FO
® n°
O
LU
U
0
O
I.L
`Q
Project Number 2019-15
Date 11 /23/2021
Drawn By SM
Checked By IP
FOR CONST54CTION
'
\\\ i9t99 tg®®
®�\ JOSIEp/yxN
®or
+ems.
STATE OF
O° �
p®®® °'® �i A ae
C.1