HomeMy WebLinkAboutSite Plan3" VTR
AL
-
-
2„ 2" TUB
y
-
-
2" VTR L
_1L
WC
i�. W TUB
- C
4"
AIR GAP 2" S
3"
4"
DW
2
Go 4 PLUMBING RISER
SCALE: N.T.S.
4"
4" TO S.S.
IF LUMBING NOTES:
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2014 - PLUMBING.
2. DWV PIPING SHALL BE SCHEDULE 40 PVC.
3. WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L
COPPER, CPVC, OR PEX.
4. SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN
BUILDING.
5. HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE
APPLIED TO PIPING LARGER THAN 3/4" NOMINAL DIAMETER; PIPING FROM
WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE
CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE
DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURIED
PIPING, SUPPLY AND RETURN PIPING IN RECIRCULATION SYSTEMS, PIPING
WITH RUN LENGTHS GREATER THAN 20 FEET.
6. WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2014
ENERGY CONSERVATION
NOTES:
1. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ETC.
2. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES.
3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
SCALED DIMENSIONS.
4. ALL CONSTRUCTION MUST COMPLY WITH THEFLORIDA BUILDING CODE (FBC)
2014, FBC 2014 RESIDENTIAL, FBC 2014 PLUMBNG CODE, FBC 2014
MECHANICAL CODE, FBC 2014 ENERGY CONSERVATION, AND THE NEC (NFPA
70) 2011 EDITION.
5. RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY
HEAVY TERMITE INFESTATION AREA PER FRC301.
STRUCTURAL NOTES:
26'-4"
O O
1. DESIGN LOADS IN ACCORDANCE WITH ASCE740.
2. SOIL BEARING CAPACITY: 2500 PSF (MIN.).
3. ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND 3' 4"
COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI
COMPRESSIVE STRENGTH AT 28 DAYS.
4. SLAB/FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE O� X r
STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES& STEEL REQUIREMENTS. O v
5. MINIMUM CONCRETE PROTECTION FOR REINFDRCING BARS: FOOTINGS: 3" do BEDROOM #2
BEAMS: 1-1/2" SUSPENDED SLABS: 1-1/2". o 10' - 6" X 10' - 0"
6. LAP ALL REINFORCING STEEL A MINIMUM OF BAR DIAMETERS EXCEPT AS MASTER BEDROOM
NOTED GRADE 60 STEEL MINIMUM IN BEAMS AJD COLUMNS. 12' - 6" X 11' - 4"
7. ALL LUMBER IN CONTACT WITH CONCRETE ORMASONRY SHALL BE O O
PRESSURE TREATED.
8. SPLITTING OR CRACKING OF STRUCTURAL CO'APONENTS DUE TO
INSTALLATION OF HARDWARE IS NOT PERMITTED. 5'-2"
9. UNLESS OTHERWISE NOTED, THE INSTALLATIW OF SPECIFIED HARDWARE 8
SHALL CONFORM TO THE MANUFACTURES IN:TRUCTIONS AND STANDARD CLOSET CLOSET
O 2-0"X 2'-0"X4'-10
PRACTICES. _ 4'- 10"
10. UNLESS OTHERWISE NOTED, ROOF SHEATHIN3 TO BE NAILED WITH 8d O
RING -SHANK NAILS @ 4" O.C. PERIMETER AND i" O.C. FIELD. 40" X 40" BATHROOM #1
11. UNLESS OTHERWISE NOTED FOR EXTERIOR VALLS, EXTERIOR PLYWOOD A/C PAD 14' - 4" X 13' - 4 O
SHEATHING AND INTERIOR DRYWALL IS TO BENAILED WITH 10d OR BETTER
NAILS 6" O.C. EDGES, AND 6" O.C. FIELD, ORSOREWED WITH DRYWALL0
SCREWS 1.5" LONG AND 0.131 DIA. O o 0
12. LINTELS SHALL HAVE A MINIMUM 4" BEARING JXCEPT RECESSED LINTELS
BEDROOM #3
SHALL HAVE 8" BEARING. O
0 10'-6"X10'-0"
13. PROVIDE #5 CORNER BARS W/30" MIN. LAP SPICE FOR BOND BEAM. EWH O 14. STUCCO SOFFIT NOTE: SOFFIT TO BE STUCCO OVER WIRELATH W/ 11 GA. 2" 1 v
NAILS W/ 3/8" 0 HEAD @ 6" O.C. OVER 3/8" ME_RL RIB LATH @ 6" O.C. W/ (2 36" X 62" LEVEL
LAYERS OF 15# FELT OVER EACH FRAMING MEMBER
_--LAUNDRY
T"
LANDING CENTERED
ON DOOR
WALL FINISH / INSULATION NOTES:
ACCESS
x oM 4-
1 . INTERIOR TO BE 1/2" DRYWALL FINISH.
6'-1I0"
14'-2"
.. _ ..,,,.....
2. ALL INTERIOR GYPSUMBCARD T�e19�7HfeKmW{TH
. n" -. _r...
(43 ^" , -
1I1IiI
WASHER i -
_ _-
LONG, 19/64" HEAD; 0.098" DIAMETER, 1-1/4" L
NG; ANNULAR -RINGED; 5d
DRYER
OPENING
4'-2"
-
i COOLER NAIL, 0.086" 0, 1-5/8" LONG, 15/64" HEz
OR GYPSUM BOARD NAIL,
0.086"0, 1-5/8" LONG, 9/32" HEAD) SPACED AT r O.C. FOR NAILS AND 12" O.C.
PANTRY
FOR SCREWS.
`D
01
01
EO�
DINI
G ROOM O
op
3. WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS
13' -
" X 16' - 4"
zn
MAT GYPSUM BACKERS IN COMPLIANCE WITFIASTM C 1288, C 1325, C 1178,
DW
OR C 1278 AND INSTALLED IN ACCORDANCE FAITH MANUFACTURERS'
-
RECOMMENDATIONS AS BACKERS FOR WALL FILE IN TUB AND SHOWER
AREAS AND WALL PANELS IN SHOWER AREAS (PER FRC 702.4.1 & FRC
' O
°
KITCHEN
702.4.2)
FOOTAGE
4. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF
N 9'-10"X10,_4...
NOT GREATER THAN 450.
5. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION
2. FT.
OF NOT GREATER THAN 200.
N
1201 S.F.
6. ALL EXPOSED INSULATION MATERIALS INSTAILED ON ATTIC FLOORS SHALL
,
N
209 S.F.
HAVE A CRITICAL RADIANT FLUX NOT LESS TIAN 0.12 WATT PER SQUARE
F7771[;101-10"
REFRIG.
I
CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED
OPENING
LIVINGROOM-
135S.F.
TO THE UNDERSIDE OF THE ROOF DECK OR Gl THE ATTIC WALLS SHALL
' '
13, _ 8,,
14' _ 8„
1544 S.F.
COMPLY WITH SECTION FRC 316. -
7. PER FRC 702.2.1 ALL GYPSUM BOARD MATERILS AND ACCESSORIES SHALL
CONFORM TO ASTM C 36, C 79, C 475, C 514, 0630, C 931, C 960, C 1002, C
O
INSULATE
9608 CU. FL
1047, C 1177, C 1178, C 1278, C 1395, C 1396, Ot C 1658 AND SHALL BE
INTERIOR
INSTALLED IN ACCORDANCE WITH THE PRONSIONS OF FRC, AND ADHESIVES
L "A"
GARAGE
FOR THE INSTALLATION OF GYPSUM BOARD3HALL CONFORM TO ASTM C 557.
200A MLO
WALL W/ R-11
8. INSULATION MATERIALS, INCLUDING FACING, SUCH AS VAPOR RETARDERS
OR VAPOR PERMEABLE MEMBRANES INSTA LED WITHIN FLOOR -CEILING
164"
ASSEMBLIES, ROOF -CEILING ASSEMBLIES, VALL ASSEMBLIES, CRAWL
SPACES AND ATTICS SHALL HAVE A FLAME TREAD INDEX NOT TO EXCEED
25 WITH AN ACCOMPANYING SMOKE-DEVELWED INDEX NOT TO EXCEED 450
WHEN TESTED IN ACCORDANCE WITH ASTM: 84 OR UL 723.
GARAGE
;o 20'-0"X18,_0„
ENERGY CONSERVATIO4 NOTES:
O
----------
DOOR & WINDOW SCHEDULE
SYM.
ITEM
OPENING DESIGN
PRESSURES
PRODUCT RATED
DESIGN PRESSURES
MANUFACTURER
MODEL N0.
PRODUCT APPROVAL
NUMBER
GLASS
TYPE
1
2868 INTERIOR DOOR
±70
O
3068 SEC. DOOR
SEE ELEV'S -
± 67
THERMA-TRU
SMOOTH STAR
FL#5891.2
3
5068 SGD
SEE ELEV'S
± 65
CUSTOM WINDOW SYST.
SGD-8920
FL#10272.1
IMPACT
4
SH 22
SEE ELEV'S
± 70
CUSTOM WINDOW SYST.
SH-8100
FL#16177.1
IMPACT
5O
SH 25 (EGRESS)
SEE ELEV'S
± 70
CUSTOM WINDOW SYST.
SH-8100
FL#16177.1
IMPACT
6
SH 35
SEE ELEV S
± 70
CUSTOM WINDOW SYST.
SH-8100
FL#16177.1
IMPACT
7
1068 INTERIOR BIFOLD DOOR
8
4068 INTERIOR BIFOLD DOOR
9
2868 POCKET DOOR
10
8' W X T H GARAGE DOOR
SEE ELEV'S
+50 / -60
DAB
824 / 811 `"
NOA# 16-0330.02
ROOFING MATERIAL
Vult = 160 MPH
Vult = 194 MPH
OWENS CORNING
SHINGLES
NOA# 16-0425.01
1. RESIDENCE SHALL BE IN ACCORDANCE WITF'FLORIDA BULDING CODE 2014
ENERGY CONSERVATION RESIDENTIAL.
2. ATTIC ACCESS DOORS OR HATCHES FROM C)NDITIONED SPACES TO
COVERED PORCH
6' - 0" X 16' - 0"
UNCONDITIONED SPACES SHALL BE WEATHIRSTRIPPED AND INSULATED TO
A LEVEL EQUIVALENT TO THE INSULATION 01 THE SURROUNDING SURFACES,
-0BL 2X12
A WOOD FRAMED OR EQUIVALENT BAFFLE a RETAINER IS REQUIRED TO BE
WOOD BEAM
(TMP.)
PROVIDED WHEN LOOSE FILL IS INSTALLED,'O PREVENT LOOSE FILL FROM
SPILLING INTO THE LIVING SPACE.
I
10
3. THE BUILDING THERMAL ENVELOPE SHALL BI CONSTRUCTED TO LIMIT AIR
LEAKAGE IN ACCORDANCE WITH THE REQUIFE_MENTS R402.4.1 THROUGH
4'-8 - -�
4. THE BUILDING SHALL BE TESTED FOR AIR LEIKAGE IN ACCORDANCE WITH
f' 26'4"
R402.4.1.2.
5. WINDOWS, SKYLIGHTS, AND SLIDING GLASS IOORS SHALL HAVE AN AIR
INFILTRATION RATE OF NO MORE THAN 0.3 GM PER SQUARE FT, AND
SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT, AND MUST BE
TESTED, LISTED, AND LABELED IN ACCORDAFCE WITH R402.4.3.
6. CONTRACTOR SHALL PROVIDE ENERGY PERIORMANCE LEVEL (EPQ DISPLAY
CARD IN ACCORDANCE WITH FBC 2014 ENERGY CONSERVATION R401.3.
FLOOR PLAN
A _U SCALE: N.T.S.
THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC PURPOSES ONLY. SIZE AND
LOCATION MAY VARY TO MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER
WITH ANY QUESTIONS REGARDING DIMENSIONS.
ENGINEERING LICENS
". .;
a " { p
SERIAL 4:
3B BC A2 2100 ODDO 004C 1287 DF
PROJECT NUMBER:
HFH - 1200
REVISIONS:
DESCRIPTION
DATE
BY
RE
CONSTRUCTION DRAWINGS
04/26/17
AG
A
REV ELEC. SERVICE
07/05/17
AG
B
CABINET DETAILS/ SITE PLAN
08/10/2017
AG
C
ADDED VOLUME UNDER AIR
08/17/2017
AG
D
SITE NAME:
7508 COQUINA AVE
PROJECT:
xll 8TOTBI
SITE ADDRESS:
7508 COQUINA AVE.
FORT PIERCE, FL 34951
F1IVI\. -_...
FLOOR PLAN