1 DRAFTING BY: CADD DESIGN & ESTIMATING GROUP 350 MYRTICE AVE. MERRITT ISLAND, FL. 32953 TELEPHONE: 321-626-5645 FAX: 321-600-2108 ABBREVIATIONS DRAWING SYMBOLS 8 12 ROOF PITCH DETAIL MARKER BUILDING SECTION KEYNOTE CMU CELL FILLED SOLID W/ (1) #5 REBAR INTERIOR ELEVATION CALLOUT D1.1 1 FOUNDATION CALLOUT DETAIL NUMBER DRAWING DETAIL IS SHOWN ON S1.1 1 COURTYARD/ LEFT PROJECT INFORMATION 6/12 FOUNDATION ELEVATION 1 ELEVATION KEYNOTES A1.2 7 DETAIL REFERENCE A2.1 1 ELEVATION DETAIL MARKER THRESHOLD AB ANCHOR BOLT HT HEIGHT AFF ABOVE FINISHED FLOOR HORZ HORIZONTAL ANCH ANCHOR HDR HEADER @ AT HB HOSE BIB B BASE (CABINET) INSUL INSULATION BLDG BUILDING INT INTERIOR BOT BOTTOM LVR LOUVER BRG BEARING MAX MAMIMUM CJ CONTROL JOINT MIN MINIMUM CL CENTER LINE NTS NOT TO SCALE CMU CONCRETE MASONRY UNIT O/C ON CENTER COL COLUMN OPT OPTIONAL CONC CONCRETE OSB ORIENTED STRAND BOARD CONT CONTINUOUS PC PRECAST CONST CONSTRUCTION PWD PLYWOOD CANT CANTILEVER PSI POUNDS PER SQUARE INCH CLG CEILING PSF POUNDS PER SQUARE FOOT DBL DOUBLE PT PRESSURE TREATED DIA - DIAMETER RBC RESIDENTIAL BUILDING CODE DN DOWN REF REFERENCE DW DISHWASHER REINF REINFORCE-ING-ED DWG DRAWING REQ REQUIRED EA EACH RNG RANGE EJ EXPANSION JOINT RO ROUGH OPENING ELEC ELECTRICAL R&S ROD AND SHELF ELEV ELEVATION SHT SHEET EQUIP EQUIPMENT SIM SIMILAR EW EACH WAY SYP SOUTHERN YELLOW PINE EXT EXTERIOR STRUCT STRUCTURAL FBC FLORIDA BUILDING CODE SGD SLIDING GLASS DOOR FFE FINISHED FLOOR ELEVATION SQ SQUARE FND FOUNDATION T&B TOP AND BOTTOM FLR FLOOR TYP TYPICAL FRP FIRE RATED PLAYWOOD UNO UNLESS NOTED OTHERWISE FT FOOT/FEET VERT VERTICAL FTG FOOTING V(S)B VANITY (SINK) BASE GYP GYPSUM W WALL (CABINET) GWB GYPSUMWALL BOARD W/ - W/O WITH - WITHOUT Drawing Schedule Page Cover Sheet Front Elevation Description Building Code Information 2 1st Floor Plan Floor Plan Notes Wall Legend Product Approvals Front & Rear Elevations Elevation Notes Elevation Details Side Elevations 11 10 Foundation Exterior Building Dimensions Plumbing Locations & Dimensions Index of All Sheets 1 6 Elevation Notes Elevation Details Roof Layout Roof Notes Drawing Symbols Area Tabulation LOT 25 BANANA RIVER DR. CLAY RESIDENCE 5 General Notes & Interior Details STRUCTURAL ENGINEER: FRONT ELEVATION CONFORMS TO: FBC 6th EDITION Structural Details Truss Layout Truss Connectors Connector Schedule Truss Notes Lintel Schedule Structural Details Structural & Flashing Details Abbreviations Project Information Square Footage Footer Details IMPACT BREVARD BREVARD SHINGLE 3 Opening Schedules (Doors & Windows) 4 1st Floor Electrical Plan Electrical Symbol Legend Electrical Plan Notes Electrical Riser Diagrams 7 Plumbing Riser Diagrams 8 9 Cabinet Details NEW FOUND HARBOR MERRITT ISLAND, FL. 32952 SQUARE FOOTAGES SQ. FT. 1ST FLOOR TOTAL LIVING 1694 1694 ENTRY COVERED LANAI GARAGE TOTAL NON-LIVING 66 234 505 805 TOTAL UNDER ROOF 2499
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1
DRAFTING BY:
CADD DESIGN & ESTIMATING GROUP
350 MYRTICE AVE.
MERRITT ISLAND, FL. 32953
TELEPHONE: 321-626-5645
FAX: 321-600-2108
ABBREVIATIONSDRAWING SYMBOLS
8
12
ROOF PITCH
DETAIL MARKER
BUILDING SECTION KEYNOTE
CMU CELL FILLED SOLID
W/ (1) #5 REBAR
INTERIOR ELEVATION
CALLOUT
D1.1
1
FOUNDATION CALLOUT
DETAIL
NUMBER
DRAWING DETAIL
IS SHOWN ON
S1.1
1
COURTYARD/ LEFT
PROJECT INFORMATION
6/12
FOUNDATION
ELEVATION
1
ELEVATION KEYNOTES
A1.2
7
DETAIL
REFERENCE
A2.1
1
ELEVATION DETAIL MARKER
THRESHOLD
AB ANCHOR BOLT HT HEIGHT
AFF ABOVE FINISHED FLOOR HORZ HORIZONTAL
ANCH ANCHOR HDR HEADER
@
AT HB HOSE BIB
B
BASE (CABINET)
INSUL INSULATION
BLDG BUILDING INT INTERIOR
BOT BOTTOM LVR LOUVER
BRG BEARING MAX MAMIMUM
CJ CONTROL JOINT MIN MINIMUM
CL CENTER LINE NTS NOT TO SCALE
CMU CONCRETE MASONRY UNIT O/C ON CENTER
COL COLUMN OPT OPTIONAL
CONC CONCRETE OSB
ORIENTED STRAND BOARD
CONT CONTINUOUS PC PRECAST
CONST CONSTRUCTION PWD PLYWOOD
CANT CANTILEVER PSI
POUNDS PER
SQUARE INCH
CLG CEILING PSF POUNDS PER SQUARE FOOT
DBL DOUBLE PT PRESSURE TREATED
DIA - Ø DIAMETER RBC
RESIDENTIAL BUILDING
CODE
DN DOWN REF REFERENCE
DW DISHWASHER REINF REINFORCE-ING-ED
DWG DRAWING REQ REQUIRED
EA EACH RNG
RANGE
EJ EXPANSION JOINT RO ROUGH OPENING
ELEC ELECTRICAL R&S
ROD AND SHELF
ELEV ELEVATION SHT SHEET
EQUIP EQUIPMENT SIM SIMILAR
EW EACH WAY SYP
SOUTHERN
YELLOW PINE
EXT EXTERIOR STRUCT STRUCTURAL
FBC
FLORIDA
BUILDING CODE
SGD
SLIDING GLASS
DOOR
FFE FINISHED FLOOR ELEVATION SQ SQUARE
FND FOUNDATION T&B TOP AND BOTTOM
FLR FLOOR TYP TYPICAL
FRP
FIRE RATED
PLAYWOOD
UNO
UNLESS NOTED
OTHERWISE
FT FOOT/FEET VERT VERTICAL
FTG FOOTING
V(S)B VANITY (SINK) BASE
GYP GYPSUM W
WALL (CABINET)
GWB
GYPSUMWALL BOARD
W/ - W/O WITH - WITHOUT
Drawing SchedulePage
Cover Sheet
Front Elevation
Description
Building Code Information
2 1st Floor Plan
Floor Plan Notes
Wall Legend
Product Approvals
Front & Rear Elevations
Elevation Notes
Elevation Details
Side Elevations
11
10
Foundation
Exterior Building Dimensions
Plumbing Locations & Dimensions
Index of All Sheets
1
6
Elevation Notes
Elevation Details
Roof Layout
Roof Notes
Drawing Symbols
Area Tabulation
LOT 25 BANANA RIVER DR.
CLAY RESIDENCE
5
General Notes & Interior Details
STRUCTURAL ENGINEER:
FRONT ELEVATION
CONFORMS TO:
FBC 6th EDITION
Structural Details
Truss Layout
Truss Connectors
Connector Schedule
Truss Notes
Lintel Schedule
Structural Details
Structural & Flashing Details
Abbreviations
Project Information
Square Footage
Footer Details
IMPACT
BREVARD
BREVARD
SHINGLE
3
Opening Schedules (Doors & Windows)
4
1st Floor Electrical Plan
Electrical Symbol Legend
Electrical Plan Notes
Electrical Riser Diagrams
7
Plumbing Riser Diagrams
8
9
Cabinet Details
NEW FOUND HARBOR
MERRITT ISLAND, FL. 32952
SQUARE
FOOTAGES
SQ. FT.
1ST FLOOR
TOTAL LIVING
1694
1694
ENTRY
COVERED LANAI
GARAGE
TOTAL NON-LIVING
66
234
505
805
TOTAL UNDER ROOF 2499
2
SQUARE
FOOTAGES
SQ. FT.
1ST FLOOR
TOTAL LIVING
1694
1694
ENTRY
COVERED LANAI
GARAGE
TOTAL NON-LIVING
66
234
505
805
TOTAL UNDER ROOF 2499
MASTER
BEDROOM
W.I.C.
WH
WA
SH
ER
DR
YE
R
HV
AC
RE
F
W.I.C.
M.BATH
13'-0" x 17'-8"
13'-0" x 6'-0"
DINING
KITCHEN
BEDROOM #2
BEDROOM #3
BATH #2
10'-8" x 10'-8"
12'-0" x 11'-0"
12'-0" x 13'-0"
13'-3" x 13'-0"
15'-7" x 16'-11"
GREAT ROOM
14'-4" x 5'-1"
GARAGE
19'-8" x 19'-11"
UTILITY
COVERED LANAI
26'-0" x 8'-0"
ENTRY
RA
NG
E
MIC
RO
DW
NOOK
9'-7" x 9'-7"
1R
&
1
S
1R & 1S1R & 1S
1R
&
1
S
4 SHS
4 S
HS
4 S
HS
1R
&
1
S
1R & 1S
4
1414 139 9
9
1
7
15
8
10'-0" FLAT CEILING
CONCRETE
10'-0" FLAT CEILING
CONCRETE
10'-0" FLAT CEILING
TILE
10'-0" FLAT CEILING
TILE
10'-0" FLAT CEILING
TILE
10'-0" FLAT CEILING
TILE
10'-0" FLAT CEILING
TILE
10'-0" FLAT CEILING
TILE
10'-0" FLAT CEILING
TILE
10'-0" FLAT CEILING
TILE
10'-0" FLAT CEILING
TILE
10'-0" FLAT CEILING
TILE
10'-0" FLAT CEILING
CONCRETE
10'-0" FLAT CEILING
TILE
10'-0" FLAT CEILING
TILE
3
3
3
3
A/C
C
OM
P
11
12 12
12
12
05
21
02
12
07
08
10
11
16
14
03
13
15
17
19
20
18
01
09
06
04
A
G
H
D
E
F
C
B
4 SHS
9
1616
3
INTERIOR ELEVATIONS
SCALE: 1/4" = 1'-0"
CABINET BLOCKING
SCALE: 11x17 1/4" = 1'-0" 34x22 1/2" = 1'-0"
18'-0"
96" F
OR
42" U
PP
ER
S
90" F
OR
36" U
PP
ER
S
84" F
OR
30" U
PP
ER
S
54" LO
WE
R C
AB
IN
ET
36" B
AS
E18" T
YP
.
60" LO
WE
R C
AB
IN
ET
20"
82" F
OR
U
PP
ER
C
AB
IN
ET
A
MASTER BATH
LIGHT LIGHT
B
UTILITY
WASHER DRYER
C
KITCHEN
D
KITCHEN
REF RANGE
MICRO
E
KITCHEN
F
KITCHEN
G
KITCHEN
OPEN TO GREAT ROOM
LIGHT
H
BATH
OPEN TO
GREAT ROOM
I
BATH
CODE :FBC 5TH EDITION
PROJECT ADDRESS:
PROJECT NAME:
ENGINEER:
TYPE OF CONST.: CMU FRM
BLDG. DESIGN: ENCLOSED PARTIALLY ENCLOSED OPEN
WIND SPEED (ULT):
EXPOSURE D
INTERNAL PRESSURE COEFFICIENT:
IMPORTANCE FACTOR
MEAN BLDG. HEIGHT ft.
OVERHANG ft ROOF PITCH /12
ROOF D.L. SHINGLES TILE L.L=20
FLOOR L.L. 40 psf DL psf
WINDOW/DOOR DESIGN PRESSURES ON ELEVATION YES NO
COMPONENTS and CLADDING WIND PRESSURES
SHUTTERS YES NO
IMPACT RESISTANT ASSEMBLY YES NO
GARAGE DOOR PRESSURES (SEE SHEET 7)
LOT 25 BANANA RIVER DR. MERRITT ISLAND FL. 32952
18-0050-WIL
BEN SCHWARTZ
X-
X -
-
150 MPH
+0.18/ -0.18
1.0
<15'
166
-
X
20
- -
SEE TABLE 1, SHT. 7
- X
X -
FOUNDATION NOTES
DESIGN CRITERIA
FOUNDATION DESIGN IS BASED UPON AN ASSUMED ALLOWABLE SOIL
CONTACT PRESSURE OF 2000 PSF WITH A MINIMUM MODIFIED
PROCTOR DENSITY OF 95% PER ASTM D1557.
SOIL PREPARATION FOR AREAS UNDER BUILDING SLAB
SUBTERRANEAN TERMITE PROTECTION SHALL BE APPLIED PER LOCAL
JURISDICTION AND A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED
TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL
COMPANY. WHERE PERMITTED PER LOCAL JURISDICTION,
SUBTERRANEAN TERMITE POST-TREATMENT MAY BE BORACARE
APPLIED TO GROUND FLOOR WOOD SURFACES IN-LIEU OF SOIL
TREATMENT.
MATERIALS
CONCRETE
CONCRETE FOR SLABS, CURBS, AND FOUNDATIONS SHALL
HAVE A MINIMUM F'C OF 3000 PSI AT 28 DAYS.
CONCRETE MASONRY UNITS (CMU)
CMU AT OR BELOW GRADE SHALL CONFORM TO ASTM C90
WITH A MINIMUM F'M OF 1500 PSI AND SHALL USE TYPE 'M'
OR 'S' MORTAR. FILL ALL CELLS AT OR BELOW GRADE WITH 3000
PSI GROUT
REINFORCING STEEL (REBAR)
REBAR SHALL BE GRADE 60 (FY 60000 PSI)
CONSTRUCTION
FOOTINGS
COVER FOR REBAR AGAINST EARTH SHALL BE 3". PROVIDE
MINIMUM LAPS OF 48 BAR DIAMETERS (30" FOR #5 BARS).
SLABS
SLABS SHALL BE A MINIMUM OF 3-1/2" THICK OVER CLEAN
COMPACTED FILL AND 6 MIL POLYETHYLENE VAPOR BARRIER
(WITH JOINTS SEALED PER CODE). AT INTERIOR CORNERS OF