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
SLABS, ADD (2)-#5X36" REBARS DIAGONALLY 12" APART, 2"
FROM CORNER OF SLAB AND PLACED WITHIN UPPER THIRD OF
THE SLAB THICKNESS.
EMBEDDED ITEMS
WHERE SHOWN OR INDICATED ON THE FOUNDATION PLAN,
PROVIDE A #5 DOWEL EMBEDDED A MINIMUM OF 12" INTO
THE FOUNDATION (WITH A STANDARD HOOK). DOWEL SHALL
EXTEND A MINIMUM OF 30" ABOVE THE SLAB (OR CURB).
WHERE DOWEL HAS BEEN INADVERTENTLY OMITTED OR
MIS-LOCATED, DRILL A MINIMUM 6" INTO CONCRETE BELOW
SLAB (3" FROM EDGE ± 5/8" AND 4" FROM ENDS OF CAP
WALLS), REMOVE DUST, AND USE A TWO PART EPOXY TO
EMBED DOWEL INTO FOUNDATION SYSTEM. USE SIMPSON
EPOXY-TIE OR EQUAL EPOXY ADHESIVE DESIGNED FOR
EMBEDMENT INTO CONCRETE.
WHERE REQUIRED, 1/2" X 10" LONG TITEN HD MAY BE
USED TO REPLACE 1/2"Ø J-BOLTS. SUCH BOLTS
SHALL BE LOCATED NO CLOSER THAN 5" TO EDGES AND 6"
FROM CORNERS AND ENDS.
3. ALL EXTERIOR CMU WALLS BETWEEN OPENINGS WITH
VERTICAL REINFORCEMENT AT EACH END ARE SHEAR WALLS.
SEE FLOORPLAN SHEET FOR PLACEMENT OF VERTICAL REINFORCEMENT.
G13 ALL EXTERIOR BLOCK WALLS BETWEEN OPENINGS WITH
REINFORCED DOWN POURS AT EACH END ARE SHEAR WALLS.
G12 ALL CONNECTORS SHALL BE NAILED PER MANUFACTURES
SPECS
G11 ALL STEEL REINFORCEMENT IS GRADE 60 U.N.O. ON PLAN
G9 ONLY SHINGLES AND FASTENERS FROM THE BUILDING
DEPARTMENTS' LATEST APPROVED ROOF COVERING
MANUFACTURERS LIST (IF APPLICABLE) SHALL BE USED.
TESTING DATA FOR FASTENERS SHALL BE PROVIDED UPON
EQUEST MIN. 6 PER TAB
G7 ANCHOR POSITIONS ARE ± 1/2"
G6 GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL,
STRUCTURAL, ELECTRICAL, AND MECHANICAL WORK FOR
ANCHORED, EMBEDDED, AND SUPPORTED ITEMS,
WHICH AFFECT STRUCTURAL INTEGRITY. NOTIFY ENGINEER OF
ANY DISCREPANCIES IMMEDIATELY PRIOR TO ANY
CONTINUATION OF WORK.
G5 FRAMING CONTRACTOR IS RESPONSIBLE FOR TEMPORARY
BRACING DURING ERECTION OF TRUSSES AND FOR ALL
PERMANENT BRACING PER HIB-91 SUMMARY SHEET
G4 LUMBER EXPOSED TO WEATHER OR CONTACTING CONCRETE
OR STEEL SHALL BE PRESSURE TREATED (P.T.).
G3 HEADERS MAY BE CUT OR NOTCHED AT THE ENDS ONLY.
OTHERWISE THEY SHALL NOT BE REDUCED IN STRENGTH.
G2 MIN. LUMBER SIZES, SPACES, GRADES, AND SPECIES (UNO IN
SPECIFIC NOTES).
A) INTERIOR NON-BEARING WALLS: 2x4 STUDS AT 24" ON
CENTER. SPRUCE-PINE-FIR (SPF) #2 GRADE LUMBER (OR
BETTER) OR METAL STUDS (25ga.). CRIMPER MAY BE
USED IN LIEU OF SCREWS FOR METAL STUDS.
B) FRAME BEARING WALLS: 2x4 STUDS AT 16" ON CENTER TO
10'-0" LENGTH. OTHERWISE USE 2x6 SPF #2 GRADE
LUMBER (OR BETTER).
C) HEADERS: SOUTHERN PINE, GRADE 2, (2) 2x12's UNO ON
PLAN OR DETAILS. NAIL PLIES WITH 16d GUN NAILS AT TOP
& BOTTOM EDGES 16" O.C.
G1 DESIGN PARAMETERS
A) DESIGN LOADS: UNLESS NOTED OTHERWISE (UNO) IN
SPECIFIC NOTES
1. ROOF LOADS:
UPLIFT CALCS:
DEAD LOAD (DL): 20PSF
LIVE LOAD (LL): 20PSF
BOT CHORD (DL): 10 PSF
TOTAL LOAD: 40 PSF
DUR FACTOR: 1.25
FLOOR LOADING: 40+20 = 60 PSF
DESIGNS BASED ON WIND SPEED INTERVALS OF 3 SECOND GUST. FBC 6th
EDITION PERFORMANCE OF FASTENERS AND ANCHORS FOR COMPONENTS
AND CLADDING MAY VARY DUE TO FLYING DEBRIS.
GENERAL PLAN NOTES
1. CONCRETE SHALL BE A MINIMUM 3 1/2" THICK OVER CLEAN,
TERMITE TREATED, COMPACTED FILL AND 6 MIL POLYETHYLENE
VAPOR BARRIER.
GENERAL FOUNDATION NOTES:
2. CONCRETE SLAB SHALL CONTAIN 6"x6" #10/#10 WWM,
(MINIMUM1" COVERAGE).
3. CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE
STRENGTH OF NOT LESS THAN 3000 psi.
4. ALL 90° HOOKS ARE TO BE EXTENDED 10" MINIMUM BEYOND
THE TURN. FIELD BENDS ARE TO BE DONE COLD AND THE
DIAMETER OF THE BEND, MEASERED ON THE INSIDE OF THE
BAR, IS NOT TO BE LESS THAN (6) BAR DIAMETERS.
5. MINIMUM COVERAGE FOR REBAR SHALL BE 3" IN FOOTERS
AND 1 1/2" IN BOND BEAMS. HOOKS MAY BE ROTATED
HORIZONTALLY IF REQUIRED TO ACHIEVE MINIMUM COVERAGES.
6. REBAR OVERLAP SHALL BE 48 BAR DIAMETERS. (30" FOR #5 BARS).
1. MASONRY CONSTRUCTION SHALL CONFORM TO LATEST EDITION AND
ACI-531-95.
GENERAL MASONARY NOTES: (IF APPLICABLE)
2. CONCRETE BLOCKS SHALL CONFORM TO ASTM-C90 WITH
f'm=1500 pci.
3. MORTAR SHALL COMPLY TO ASTM C-270 TYPE "M" OR "S".
4. REINFORCE WALLS SHALL CONFORM TO ACI 530 AND AS SHOWN
ON PLAN AND SECTIONS USING VERTICAL & HORIZONTAL #5 @ 24" OC
IN GROUTED CELLS WITH PROPER DOWELS AND CORNER BARS
CONFORMING TO ASTM A-615.
5. WHERE SHOWN ON SHEET A1.1 CONCRETE BLOCK TO BE FILLED
SOLID WITH GROUT f'c=3000 psi MINIMUM.
IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN
POUR LOCATIONS, DRILL 5" INTO CONCRETE (NO CLOSER THAN 3 3/4" FROM
EDGES AND 5" FROM ENDS OF CAP WALLS), REMOVE DUST PER MFG.'S
INSTRUCTIONS AND USE 2 PART EPOXY TO ANCHOR #5 REBAR IN PLACE.
USE EITHER HILTI C-100 OR SIMPSON EPOXY-TIE.
DOWEL ROD REPAIR NOTES:
THE FOUNDATION DESIGN ASSUMES THAT THE SOIL HAS A MINIMUM LOAD
CARRYING CAPACITY OF 2,000 POUNDS PER SQUARE FOOT. IN THE EVENT
THE SOIL BEARING CAPACITY FALLS BELOW THE AFOREMENTIONED
MINIMUM, THIS FOUNDATION PLAN MAY BE SUPERCEDED BY AN ENGINEER
IN SPECIALIZED FOUNDATION DESIGN. CONTRACTOR SHALL NOTIFY
ENGINEER IF SOILS ARE QUESTIONABLE TO 10' DEPTH. SATISFACTORY
COMPACTION TEST OF FILL DOES NOT VERIFY LOWER SOILS ARE
ADEQUATE.
6. WINDOW TOLERANCE A MAXIMUM OF 1/4" TOLERANCE ON EACH
SIDE OF ROUGH OPENING PER MANUFACTURER'S SPECS.
1. A/C COMPRESSOR LOCATION MAY VARY- VERIFY LOCATION
WITH SURVEY.
2. SLAB SHALL BE RECESSED ON ALL EXTERIOR DOORS (EXCEPT
FRONT DOOR) IN LIVING AREAS.
EXTERIOR FINISH
1. A WATER RESISTANT BARRIER IN COMPLIANCE WITH ASTM D226 SHALL
BE APPLIED OVER STUDS OR SHEATHING PRIOR TO APPLICATION OF
CEMENT PLASTER FINISH AND HAVE PERFORMANCE EQUAL TO AT
LEAST TWO LAYERS OF GRADE D PAPER.
2. INSTALLATION OF EXTERIOR LATHING & FRAMING OVER FRAME WALLS
SHALL COMPLY WITH ASTM C1063
3. EXTERIOR PLASTER SHALL COMPLY WITH ASTM C926. OVER MASONRY
CONSTRUCTION, SCRATCH COAT SHALL BE APPROXIMATELY 3/8" THICK
AND THE FINAL COAT APPROXIMATELY 1/4" THICK. OVER SHEATHED
WOOD FROM CONSTRUCTION, A 3-COAT SYSTEM SHALL BE EMPLOYED
RESULTING IN A TOTAL THICKNESS OF 7/8"."
G10 ROOF SHEATHING IS A DIAPHRAGM - 5/8" CDX SHEATHING
(4-PLY) USE 8D RING SHANK NAILS 4" O.C. ALL WAYS & NAIL EAVE
EDGES 4" O.C.
4
ELEVATION KEYNOTE LEGEND:
1
2
3 1"x4" STUCCO BAND PER BUILDERS SPECS
4
5
6
STUCCO PER BUILDERS SPECS
16"x16" COLUMN W/ 8"x8" POST ABOVE
ROOFING PER SPECS
7
8
STUCCO OVER 8"x16" COLUMN
FRONT ELEVATION
SCALE: 1/4" = 1'-0"
REAR ELEVATION
SCALE: 1/4" = 1'-0"
0'-0" FFE
-0'-8" FG
0'-0" FFE
-0'-8" FG
0'-0" FFE
-0'-8" FG
0'-0" FFE
-0'-8" FG
10'-0" BRG10'-0" BRG
5:12
5:12
10'-0" BRG10'-0" BRG
5:12
5:12
5
12
5
12
12 2
22
33
4
STUCCO OVER 8"x8"x16" COLUMN
55
666
66
1"x4" TRIM
8
7
1"x6" TRIM
8
5:12
5
12
5/12
5/12
5
RIGHT ELEVATION
SCALE: 1/4" = 1'-0"
LEFT ELEVATION
SCALE: 1/4" = 1'-0"
0'-0" FFE
-0'-8" FG
0'-0" FFE
-0'-8" FG
0'-0" FFE
-0'-8" FG
0'-0" FFE
-0'-8" FG
5:125:12
10'-0" BRG 10'-0" BRG
5
12
5
12
5
12
10'-0" BRG 10'-0" BRG
1 22
2
5
5
66
6
66
3
3
5
12 5
12
5:12
5:12
8
7
5:12
ELEVATION KEYNOTE LEGEND:
1
2
3 1"x4" STUCCO BAND PER BUILDERS SPECS
4
5
6
STUCCO PER BUILDERS SPECS
16"x16" COLUMN W/ 8"x8" POST ABOVE
ROOFING PER SPECS
7
8
STUCCO OVER 8"x16" COLUMN
STUCCO OVER 8"x8"x16" COLUMN
1"x4" TRIM
1"x6" TRIM
1
6
2
6
-3
1
/2
"
10 11 10
4
8
9
3
6
1
6
3
6
10
6
6
FOUNDATION KEY NOTES
7 5/8" CONCRETE CURB
2
3
4
5
-3 1/2" SHOWER RECESS LOCATION
6
7
CONCRETE AS PER FOUNDATION NOTES
8
GARAGE FLOOR SHALL SLOPE 1/8 INCH PER FOOT
TOWARD OVERHEAD DOOR.
HVAC PAD SIZE MAY VERY PER MANUFACTURE SPECS
18x18x16DP W/ 3 - #5 EA WAY
2" CURB @ PORCH PERIMETER
STUB UP FOR KITCHEN ISLAND ELECTRICAL
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
9
WEATHER LIP @ OVERHEAD DOOR
10
48x48x16DP
1 - #5 LONGTUDINAL REINF TOP
4 - #5 EA WAY REINF BOT
7
NOTE: REFERENCE ONLY. FOR TRUSS PLACEMENT & TRUSS-TO-TRUSS CONNECTORS,
SEE TRUSS MANUFACTURER'S DRAWINGS.
TRUSS LAYOUT
SCALE: 1/4" = 1'-0"
10'-0"
BRG.
WALL
ATTIC STORAGE
ENTRY BRG. @ 10'-0"
W/ BEAMS BY BUILDER
PORCH BRG. @ 10'-0"
W/ BEAMS BY BUILDER
10'-0"
FLT.
CLG.
10'-0"
FLT.
CLG.
10'-0"
FLT.
CLG.
10'-0"
FLT.
CLG.
10'-0"
FLT.
CLG.
CJ1
CJ1
CJ1
CJ1
CJ3
CJ3
CJ3
CJ3
CJ5
CJ5
CJ5
CJ5
H
J
7
H
J
7
H7-2P
LY
H9
H11
H13
CJ1
CJ1
H
J
3
EJ3
MH
3
CJ1
CJ1
CJ1
CJ1
CJ3
CJ3
CJ3
CJ3
CJ5
CJ5
CJ5
CJ5
H
J
7
H
J
7
H7B
H9B
CJ1
CJ1
CJ3
CJ3
CJ5
CJ5
H
J
7
H7A
-2P
LY
H9A
H11A
H13A
H15A
H17A
CJ1
CJ1
CJ3
CJ3
H
J
5
MH
5
EJ7
EJ7
EJ7
EJ5
H15
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
M1
C1B
C2B
TO STUD:
BOTH TOP PLATES
TO STUD:
BOTH TOP PLATES
TO STUD:
BOTH TOP PLATES
PLATES OR
LINTEL BEAM:
CONNECTOR
MAKE
RAFTER OR TRUSS
LINTEL BEAM:
TO BOTH TOP
PLATES OR
RAFTER OR TRUSS
TO BOTH TOP
CONNECTOR
MAKE
LINTEL BEAM:
RAFTER OR TRUSS
TO BOTH TOP
PLATES OR
MAKE
CONNECTOR
CONNECTORCONNECTOR
ALL THREAD
ROD (WHERE
APPLICABLE)
CONNECTOR
SPH4 W/12
10d x 1-1/2
MAKE MAKE
CONNECTOR
MAKE
1/2" ANCHOR
BOLT
MAKE
BOTTOM PLATE:
STUD TO
BOTTOM PLATE:
STUD TO
BOTTOM PLATE:
STUD TO
CONNECTOR
CONNECTOR
FIRST FLOOR STUD
TO BOTTOM FLOOR
TO BOTTOM FLOOR
FIRST FLOOR STUD
CONNECTORCONNECTOR
MAKE MAKE
TO BOTTOM FLOOR
FIRST FLOOR STUD
CONNECTOR
MAKE
CONNECTOR
MAKE
BOTTOM PLATE TO
FOUNDATION
FOUNDATION
BOTTOM PLATE TO
CONNECTOR
MAKEMAKE
FOUNDATION
BOTTOM PLATE TO
CONNECTOR
MAKEMAKE
ANCHOR AND TIE-DOWN CONNECTION SCHEDULE
BOTH TOP PLATES
TO STUD:
RAFTER OR TRUSS
TO BOTH TOP
PLATES OR
LINTEL BEAM:
PER TRUSS
CONNECTORS:
0-1,450
LAYOUT:
UPLIFT
REQ'D
A
IDENTIFY LOCATION
OF CONNECTIONS
SIMPSON
CONNECTOR
MAKE
STUD TO
BOTTOM PLATE:
CONNECTOR
FIRST FLOOR STUD
TO BOTTOM FLOOR
STUD:
CONNECTORCONNECTOR
MAKE MAKE
BOTTOM PLATE TO
FOUNDATION
CONNECTOR
MAKEMAKE
ALL THREAD
ROD (WHERE
APPLICABLE)
SIMPSON
(2) HTS20
META16
SIMPSON
SIMPSON
1-PLY; 2,035 MAX
2-PLY; 2,500 MAX
UPLIFT
REQ'D
CONNECTORS:
LAYOUT:
PER TRUSS
OF CONNECTIONS
IDENTIFY LOCATION
B
(2) HETA16
IDENTIFY LOCATION
OF CONNECTIONS
PER TRUSS
LAYOUT:
CONNECTORS:
REQ'D
UPLIFT
C
IDENTIFY LOCATION
CONNECTORS:
LAYOUT:
PER TRUSS
OF CONNECTIONS
0-1,450
D
SIMPSON SIMPSON
1,451-2,900
SIMPSON
(2) HTS20
NOTE: ALTERNATE CONNECTORS ARE ALLOWABLE UPON WRITTEN APPROVAL FROM THE ENGINEER/DESIGNER OF RECORD PRIOR TO INSTALLATION.
UPLIFT
REQ'D
MASONRY
MASONRY
WOOD
WOOD
SPH4 W/12
10d x 1-1/2
HTS20
1/2" ANCHOR
BOLT(2) HTS20
1. TRUSS TO MASONRY OR CONCRETE CONNECTORS TO BE TYPE A, UNLESS NOTED OTHERWISE IN CONNECTION SCHEDULE.
2. TRUSS TO WOOD FRAME WALL CONNECTORS TO BE TYPE C, UNLESS NOTED OTHERWISE IN CONNECTION SCHEDULE.
SIMPSON
WIND LOAD INFORMATION
THIS BUILDING HAS BEEN DESIGNED AS AN
ENCLOSED STRUCTURE IN ACCORDANCE WITH THE
6th EDITION FLORIDA BUILDING CODE.
1. WIND SPEED - 116 MPH NOMINAL; 150 ULTIMATE
2. WIND IMPORTANCE FACTOR - 1
3. BUILDING CATEGORY - II
4. WIND EXPOSURE - D
5. INTERNAL PRESSURE COEFFICIENT - ±.18
6. COMPONENT & CLADDING DESIGN WIND PRESSURE
SEE TABLE 1
7. THIS RESIDENCE OCCURS WITHIN THE WIND-BORNE
DEBRIS REGION FOR 140 MPH AND ABOVE,
ACCORDING TO ASCE 7-10 AND 6th EDITION FLORIDA
BUILDING CODE - RESIDENTIAL, CHAPTER 3.
8. ALL STRUCTURES ON THIS PLAN ARE DESIGNED AS
ENCLOSED OPENINGS AND THE TRUSS ENGINEERING
SHALL BE PREPARED AS SUCH
TABLE 1
COMPONENTS AND CLADDING PRESSURE TABLE
ENCLOSED STRUCTURE - 150 MPH ULTIMATE
EXPOSURE D, ROOF ANGLE 7° < Ø <= 27°
MEAN ROOF HEIGHT, 15' <= H
ZONE
1 ROOF
2 ROOF EDGE
3 ROOF CORNER
4
5
LOCATION
EFFECTIVE WIND
AREA (SQ FT)
COMPONENT
PRESSURE (PSF)
SF < 10
10 < SF < 20
20 < SF < 50
50 < SF < 100
SF < 10
10 < SF < 20
20 < SF < 50
50 < SF < 100
SF < 10
10 < SF < 20
20 < SF < 50
50 < SF < 100
SF < 10
10 < SF < 20
20 < SF < 50
50 < SF < 100
100 < SF < 500
20.6 -32.3
18.8 -30.9
16.3 -29.4
14.6 -29.4
35.7 -38.2
34.1 -36.8
31.9 -33.8
30.3 -32.3
26.6 -29.4
20.6 -55.9
18.8 -51.5
16.3 -45.6
14.6 -41.2
20.6 -83.8
18.8 -77.9
16.3 -70.6
14.6 -64.7
SF < 10
10 < SF < 20
20 < SF < 50
50 < SF < 100
100 < SF < 500
35.7 -47.0
34.1 -44.1
31.9 -39.7
30.3 -36.8
26.6 -29.4
WALL
WALL CORNER
GARAGE DOOR LOADS
WIDTH (FT) HEIGHT (FT)
9 7 +31.3/-35.4 PSF
16 7 +30.0/-33.4 PSF
2 - 2x12 w/
1
2
" PLYWD BETWEEN
2 - 2x12 w/
1
2
" PLYWD BETWEEN
2 - 2x12 w/
1
2
" PLYWD BETWEEN
SIMPSON HUC410
SIMPSON HUC410
2 - 2x12 w/
1
2
" PLYWD BETWEEN
2 - 2x12 w/
1
2
" PLYWD BETWEEN
2 - 2x12 w/
1
2
" PLYWD BETWEEN
SIMPSON HUC410
2 - 2x12 w/
1
2
" PLYWD BETWEEN
SIMPSON HUC410
ADJACENT WALL (BEARING)
6
SCALE: NTS
SEE FOUNDATION
PLAN
2x PRESS. TREAT.
BOTTOM PLATE
2X STUD
(2) 2x TOP PLATE
PRE-ENGINEERED
WOOD TRUSSES
SPACED 24" O.C.
5/8" TYPE X
DRYWALL
TYPICAL GARAGE
5/8" TYPE X
DRYWALL
5/8" GYPSUM DRYWALL
BASEBOARD
1/2" GYPSUM DRYWALL
2x CEILING
BLOCKING
A
SCALE: NTS
TYPICAL GARAGE GOAL POST
A
SEE ELEV.
SCALE: NTS
P.T. (2x4) CONT.
3
INTERNAL BEARING WALL
TYPICAL BLOCK WALL TO
NOTE:
SEE CONNECTOR SCHEDULE FOR STUD TO TOP & BOTTOM PLATE #RR &
#SS. ANCHOR BOLTS 1/2" x 10" @ 32" MAX O.C.
SP4
TYPICAL INTERIOR WALL
2
SCALE: NTS
TILE ROOF OVER PEEL & STICK ON
3/4" PLYWOOD ANCHOR W/8d RING
SHANK NAILS AT 6" O/C. (UNO) @ 4"
ON EDGES
SEE FOUNDATION PLAN
R-30 INSULATION OVER AIR
CONDITIONED SPACE
(1) #5 CONT. AND (1)#5 CORNER BAR
WITH 25" TYPICAL OVERLAPS AND
CONC. FILL fc = 3000 psi.
CLEANOUT OPENING EACH
GROUTED CELL
GROUT FILL BEYOND
TYPICAL
(1) #5 DOWEL MIN. 6" EMB AND 25"
LAP TYPICAL.
2x6 FASCIA W/
ALUMINUM
COVERING
ALUMINUM DRIP EDGE
VINYL SOFFIT
8" U-SHAPE CONC.
BLOCK
TRUSS ANCHOR - SEE
ANCHOR SCHEDULE.
PRE-ENGINEERED WOOD
TRUSSES SPACED 24" O.C.
SEE FOUNDATION
PLAN
2x PRESS. TREAT.
BOTTOM PLATE
2X STUD
2x TOP PLATE
PRE-ENGINEERED
WOOD TRUSSES
SPACED 24" O.C.
6" x 1/2" WEDGE
ANCHORS @ 2'-0"
O.C.
(2X4) SPF @
16" O.C.
JACK STUD
FULL STUD
FACE NAIL FULL
STUD TO JACK W/
10d GUN NAILS @
12" O/C
STAGGERED
SPH4 UNLESS OTHERWISE NOTED
SIMPSON LSTA16
SEE FOUNDATION
PLAN
PT 2x6x8' TYP. EACH END
1/2" DIA WEDGE ANCHOR 3 1/2"
EMBED.
(1) #5 CONT.
PT 2x6x16' ATTACHED WITH SHOT IN
CASE HARDENED NAILS
SEE CONNECTOR SCHEDULE
NOTE:
A 1/2" DIA x4 1/2" LG. MIN. WEDGE ANCHOR MAY BE USED
IN LIEU OF 1/2" DIA J-BOLTS.
(1)#5 CONT.
(1)#5 CONT.
#5 DWL W/ 25" O/LAP
SEE FOUNDATION PLAN
16" PT 2x8 FOR TORSION SPRING
(AS REQ'D)
1/2" GYPSUM DRYWALL
SEE FLOOR PLAN & WINDOW
SCHEDULE FOR SIZE
MARBLE WINDOW SILL
BASEBOARD
1/2" DRYWALL
CEILING BOARD
SEE
CONNECTOR
SCHEDULE
(2) 2x8 HEADER U.N.O.
2 COURSES LINTEL BLOCK
FILL SOLID W/ (1) #5 REBAR CONT.
EACH
(1)#5 CONT.
REAR PORCH DETAIL
SCALE: NTS
5
#5 DOWEL MIN. 6" EMB AND 25"
LAP TYPICAL
SEE FOUNDATION
PLAN
#5 REBAR TYPICAL
STUCCO FINISH OVER CMU
COLUMN
8"x16" CMU COLUMN FILLED
SOLID WITH 3000 P.S.I. CONC.
TYPICAL
PRE ENGINEERED TRUSS
SEE CONNECTOR SCHEDULE
PRECAST LINTEL W #5 CONT. @
AND (1)#5 CORNER BAR WITH
25" TYPICAL OVERLAPS AND
CONC. FILL fc = 3000 psi
ATTACH 1x4 WOOD BUCK W/ 2"
CASE HARD NEUMATIC GUN NAILS
STAGGERED AT 12" O.C, 1-1/2" MIN.
EMBEDMENT
FIFOIL W/ 3/4" FURRING STRIPS
OVER
VINLY SOFFIT
2x6 FASCIA
W/ ALUMINUM
COVERING
1x2 ALUMINUM DRIP
EDGE
TYPICAL EXTERIOR BEARING WALL
1
SCALE: NTS
2X MID
BLOCKING
1/2" Ø J-BOLT OR WEDGIT MIN 10"
EMBEDMENT @ 32" OC
INSULATION
TYPICAL
SHEAR SPECIFICATIONS (WALL SHEATHING)
8
SCALE: NTS
7/16" OSB
8
TYPICAL INTERIOR BEARING WALL
7
SCALE: NTS
SEE FOUNDATION
PLAN
1/2" Ø J-BOLT OR WEDGIT MIN 10"
EMBEDMENT @ 32" OC
2x PRESS. TREAT.
BOTTOM PLATE
2X STUD
SEE CONN. SCHED
(2) 2x TOP PLATE
SEE CONN. SCHED
PRE-ENGINEERED
WOOD TRUSSES
SPACED 24" O.C.
1/2" DRYWALL
2X MID
BLOCKING
PORCH DETAIL
SCALE: NTS
9
#5 DOWEL MIN. 6" EMB AND 25"
LAP TYPICAL
SEE FOUNDATION
PLAN
#5 REBAR TYPICAL
STUCCO FINISH OVER CMU
COLUMN
8"x16" CMU COLUMN FILLED
SOLID WITH 3000 P.S.I. CONC.
TYPICAL
(2) 2x12 HEADER
(2) SIMPSON HETA20
@ EACH COLUMN
TRUSS TO BEAM
USING SIMPSON HTS20
8
#5 HORIZ REINF. TYP
#5 VERT REINF. TYP
#5 CORNER BAR 15" MIN. OLAP
WALL HEIGHT TRANSISTION1113
SCALE: NTS
DOOR/SLIDING DOOR BUCK ANCHOR DETAIL
SCALE: NTS
PC LINTEL
PT 1x6 DOOR BUCK STRIPS
ANCH TO BLOCK W/ 1 X 6 OR 1
X8 WITH 2 ROWS OF 2" CASE
HARD NEUMATIC GUN NAILS
AT 12" O.C
0144
SEE CONNECTOR SCHEDULE
J-BOLT AT 24" O.C.
2x4 PT BOTTOM PLATE
WITH (2)-10d
DOUBLE 2x4 TOP PLATE
WALL STUDS TO TRUSS
SIDE NAIL 2x4 KNEE
KNEEWALL DETAIL
SCALE: NTS
PRE ENGINEERED TRUSSES
TYPICAL
CONCRETE BLOCK
W/ FILLED CELL
1x4 WOOD BUCK W/ 2" CASE
HARD NEUMATIC GUN NAILS
STAGGERED AT 12" O.C, 1-1/2"
MIN. EMBEDMENT
DOOR BUCK ATTACHMENT DETAIL
CONC. BLOCK W/ FILLED CELL -
TYP. ALL OPENINGS
1x4 WOOD BUCK W/ 2" CASE HARD
NEUMATIC GUN NAILS STAGGERED
AT 12" O.C, 1-1/2" MIN. EMBEDMENT
ATTACHMENT DETAIL
WINDOW BUCK
TYPICAL NAILING SCHEDULE
NAILSCHED SCALE: NTS
GENERAL VALLEY NOTES:
1501
SCALE: NTS
VALLEY FRAMING DETAIL
8d RING SHANK
NAILS @ 4" O/C ON
EDGES & 4" WITHIN
48" OF GABLE END
8d RING SHANK
NAILS @ 4" O/C ON
JOINTS AND
EDGES & 4" IN
FIELD
3/4" PLYWOOD
8
AT LEAST ONE TRUSS
SPACE
PRE-ENGINEERED
WOOD TRUSSES
MINIMUM 2"x4" TRUSS BRACING
MINIMUM (2) 12d PER JOINT
OVERLAP
TRUSS BRACING OVERLAP DETAIL(TYP.)
6"
OVERLAP TRUSS BRACING
N.T.S.
9
10
NTS
DETAIL
NTS
MTL DRIP EDGE
SHINGLE ROOFING
FELT UNDERLAYMENT
VINYL DRIP/WEEP SCREED
STUCCO/CV FINISH ASSEMBLY
LAP BARRIERS OVER NAILING
FLANGE
OFF-RIDGE VENT PER FBC 2016
R905 AND R806
DETAIL DETAIL
EXTEND 30# ROOFING FELT UP
WALL 7" MIN
5 X 5 METAL FLASHING OVER
ROOFING FELT (NAIL TO ROOF
DECK NOT WALL SHEATHING)
SIDING/CV FINISH ASSEMBLY
W/ 15# FELT OVER APPROVED
HOUSEWRAP
LAP FELT AND HOUSEWRAP
OVER VINYL STUCCO STOP/
WEEP
SHINGLE ROOFING
CAP SHINGLE - DO NOT NAIL
INSTALL WITH ROOF CEMENT
WALL SHEATHING
ROOF CEMENT
VENT STACK FLASHING PER FBC
2104 R905
NTS
NOTES:
1. INSTALL IN STRICT ACCORDANCE WITH
MANUFACTURERS WRITTEN INSTRUCTIONS
2. APPLY ROOFING CEMENT OR SELF-ADHERING
FLASHING OVER FLANGE AT HEAD ONLY
VENT STACK. SEE PLUMBING FOR
SIZE & LOCATIONS
PREFORMED FLEXIBLE BOOT
FLASHING W/ INTEGRAL FLANGE
SET IN PLASTIC ROOF CEMENT
INSTALL FLANGE OVER SHINGLE
AT BASE
INSTALL OFF-RIDGE VENT
FLANGE OVER SHINGLE AT
BASE
SCREEN
KICK-OUT FLASHING (SEE
DETAIL)
EXTEND KICK-OUT 2"
BEYOND FASCIA
5"
MIN
5"
MIN
WATER
TIGHT
SEAL
5x5 METAL FLASHING
NTS
8"
MIN
NOTES:
1. INSTALL IN STRICT ACCORDANCE WITH
MANUFACTURERS WRITTEN INSTRUCTIONS
2. APPLY ROOFING CEMENT OR SELF-ADHERING
FLASHING OVER FLANGE AT HEAD ONLY
FIBERGLASS SHINGLE ROOFING
OVER 30# FELT OVER 7/16" OSB
OVER PRE-ENG WD TRUSSES
INSTALL SHINGLES OVER OFF-RIDGE
VENT FLANGE AT HEAD
FIBERGLASS SHINGLE ROOFING
OVER 30# FELT OVER 7/16" OSB
OVER PRE-ENG WD TRUSSES
INSTALL SHINGLES OVER
FLANGE AT HEAD
DETAIL
VALLEY FLASHING PER FBC 2016
R905
24" WIDE METAL VALLEY FLASHING
OVER 30# FELT
OPTIONAL: 36" WIDE SELF-ADHERING ROOFING
UNDERLAYMENT CENTERED ON VALLEY
(GRACE ICE AND WATER SHIELD OR EQUAL)
DIRECTLY OVER
7
16
" OSB OVER PRE-ENG WD
TRUSSES @24" O.C. PRIME SHEATHING PER
MANUF. INSTRUCTIONS
NTS
VALLEY SHINGLE INSTALLATION:
INSTALL SHINGLES USING 'WEAVE' METHOD.
1. EXTEND (1) FULL END SHINGLE MIN 12" PAST
CENTER LINE OF VALLEY. SEE MANUF WRITTEN
INSTRUCTION FOR ADDITIONAL INSTALLATION
INFORMATION
2. DO NOT NAIL 6" MIN FROM VALLEY CENTER LINE
OPTIONAL: LEAD BOOT FLASHING W/
INTEGRAL FLANGE SET IN PLASTIC
ROOF CEMENT
FIBERGLASS SHINGLE ROOFING
OVER 30# FELT OVER 7/16" OSB
OVER PRE-ENG WD TRUSSES
GALVANIZED METAL OFF-RIDGE VENT
WITH BAFFLE. SET IN PLASTIC ROOF
CEMENT OR SEALANT
FASCIA
NOTE: INSTALL KICKOUT
FLASHING AT BOTTOM OF ROOF &
WALL INTERSECTIONS
WALL/KICKOUT FLASHING PER
FBC 2016 R905
DETAIL
WALL FLASHING PER FBC 2104
R905
STEP 5
APPROVED HOUSEWRAP
OVER SHEATHING OVER
WD STUD WALL
LINE OF DOOR
OPENING
CUT HOUSEWRAP
FOLD HOUSEWRAP IN
AND AROUND JAMBS
INSTALL DOOR PLUMB,
LEVEL AND SQUARE PER
MANUFACTURERS
WRITTEN INSTRUCTIONS
INSTALL 6" WIDE
SELF-ADHERING MEMBRANE
FLASHING OVERLAPPING
DOOR FRAME |"
4"
|"
|"
1"
MIN
|"
INSTALL 6" WIDE
SELF-ADHERING MEMBRANE
FLASHING OVERLAPPING
DOOR FRAME |"
EXTEND SELF-ADHERING
MEMBRANE FLASHING 1" MIN
BEYOND JAMB FLASHING
SET THRESHOLD IN BED OF
SEALANT
APPLY SEALANT AT
CORNERS AND FRONT
EDGE OF THRESHOLD
SEE DOOR DETAILS FOR
FINISH/TRIM DETAILS
DOOR FLASHING INSTALLATION DETAILS
STEP 4STEP 3STEP 2STEP 1
STEP 5
MODIFIED "I" CUT IN
HOUSEWRAP
APPROVED HOUSEWRAP OVER
SHEATHING OVER WD STUD
WALL
LINE OF WINDOW
OPENING
TEMPORARILY FOLD-UP
& SECURE HOUSEWRAP
(OR TUCK FLAP UNDER)
AT HEAD
FOLD HOUSEWRAP IN
AT JAMBS & SILL
INSTALL 9" WIDE
SELF-ADHERING FLEXIBLE
MEMBRANE FLASHING AT SILL
APPLY 3/8" NOM.
CONTINUOUS BEAD
OF SEALANT AT
JAMBS AND HEAD or
APPLY TO BACK OF
WINDOW NAILING
FLANGE IN LINE W/
PRE-PUNCHED HOLES
OR SLOTS.
INSTALL WINDOW
PLUMB, LEVEL AND
SQUARE PER
MANUFACTURERS
WRITTEN
INSTRUCTIONS
INSTALL 6" WIDE
SELF-ADHERING
MEMBRANE FLASHING
OVER NAILING
FLANGE AT JAMBS
FOLD HOUSEWRAP DOWN
& TAPE DIAGONAL CUT &
ACROSS HEAD OF
WINDOW
SLOPE SILL R.O. TO EXTERIOR
NOTE:
1. WINDOW INSTALLATION AND FLASHING DETAILS ARE
CONSISTENT WITH ASTM 2112 METHOD A-1 EXCEPT
SELF-ADHERING MEMBRANE FLASHINGS ARE USED
2. IT IS THE INSTALLATION CONTACTORS RESPONSIBILTY TO
VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING
HOUSEWRAP, SEALANTS & SELF-ADHERING FLASHING
MATERIALS USED DURING CONSTRUCTION.
3. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN
SPECIFICATIONS
WARNING: SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOT
COMPATIBLE.
CUT HOUSEWRAP AT
45 DEG ANGLE
7"
7"
135^
ALIGN FLASHING W/
INT. EDGE OF SILL
R.O.
6" TYP
5"
EXTEND MEMBRANE
FLASHING MIN 1" BELOW
SILL FLEXIBLE FLASHING
1"
MIN
EXTEND SELF-ADHERING
MEMBRANE FLASHING 1"
MIN BEYOND JAMB
FLASHING
EXTEND FLASHING UP JAMBS 6" MIN
INSTALL 6" WIDE
SELF-ADHERING
MEMBRANE FLASHING
OVER NAILING
FLANGE AT HEAD
MECHANICALLY
FASTEN FANNED
EDGE (CAP NAILS,
STAPLES) IF REQUIRED
BY FLASHING
MANUFACTURER
INTERIOR VIEW
SEAL WINDOW FRAME TO
INSIDE OF R.O. W/ SEALANT
AT SILL AND A MIN 12" UP
BOTH JAMBS TO FORM A
BACK DAM. SEAL BALANCE
OF FRAME WITH SEALANT OR
NON-EXPANDING FOAM
(PROVIDE BACKER ROD
WHERE REQUIRED)
SELF-ADHERING
FLEXIBLE FLASHING at
SILL, FLUSH TO
INTERIOR FRAMING.
WINDOW FLASHING INSTALLATION DETAILS
4" WIDTH OF ASPHALT
ROOFING DETAILS
4:12 or GREATER SLOPE
SHINGLE NAILING
N.T.S.
NON-CORRODING
MTL EAVE DRIP
TO PROVIDE DRIP EDGE
PLACE SHINGLES {"
OVER EAVE AND RAKE EDGES
FIRST COURSE
BUT DO NOT CROWD
CLOSE TOGETHER
PLACE SHINGLES
END OF FIRST
TRIM 6"-7" FROM
PLASTIC ROOF CEMENT
ALL STARTER COURSE
PLASTIC ROOF CEMENT
4" WIDTH OF ASPHALT
AND EACH OTHER IN A
SHINGLES TO UNDERLAYMENT
ALONG RAKES, CEMENT
NON-CORRODING
MTL EAVE DRIP
SHINGLE
STARTER COURSE
SHINGLES
TRIM TABS FROM
AND EACH OTHER IN A
SHINGLES TO UNDERLAYMENT
ALONG RAKES, CEMENT
2 X 6 FASCIA
PT 1 X 2
UNDERLAYMENT
OVER EAVE AND RAKE EDGES
TO PROVIDE DRIP EDGE
PLACE SHINGLES {"
METAL DRIP EDGE SET IN PLASTIC
ROOF CEMENT & NAILED
4" MIN END LAP OFFSET
END LAPS BY 6'-0"
ALONG EAVES PLACE
UNDERLAYMENT ON TOP OF
METAL DRIP EDGE
ALONG RAKE PLACE DRIP EDGE
ON TOP OF UNDERLAYMENT
2" MIN SIDE LAP
36" WIDE UNDERLAYMENT INSTALLED WITHOUT
WRINKLES. USE ONLY ENOUGH NAILS TO HOLD
UNDERLAYMENT IN PLACE UNTIL COVERED BY
SHINGLES
ROOF SHEATHING
INSTALL PER MANUFACTURERS INSTRUCTIONS AND FLORIDA PRODUCT APPROVALS
INSTALL PER R905
MASTER
BEDROOM
W.I.C.
WH
WA
SH
ER
220
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
220
RA
NG
E
MIC
RO
DW
NOOK
9'-7" x 9'-7"
J
A/C
C
OM
P
J
J
SS
PH
TV
CM/SD
CM/SD
CM/SD
CM/SD
CM/SD
S S
SS
WP
S
GF
I
GF
I
S
CLNG
DB
SS
S
3
S
3
GF
I
S SS
4
SS
4
S
S
GF
IG
FI
GFI GFI
PH
TV
S
4
S
3
SS
3
S
3
WP-GFI
WP-GFI
U
C
SS
TV
TV
SS
S
S
3
S
3
S
3
S
GFI
S
50
AM
P
2
3
S
3
CLNG
5
S
TV
TV OUTLET
3
SWITCH
S
S
R
4
DUPLEX
RHEOSTAT
220
CT
GFI
1/2 HOT
S
J
JUNCTION
DOOR BELL
GD
PH
DB
FLOOR
CLNG
S
SPLIT WIRED DUPLEX
PHONE OUTLET
GARAGE DOOR
220 VOLT OUTLET
FLOOR DUPLEX
CEILING DUPLEX
QUADRUPLEX
ELECTRICAL LEGEND
THREE-WAY SWITCH
FOUR-WAY SWITCH
GFCI DUPLEX
COUNTERTOP DUPLEX
T
SD
S
SPEAKER
CM
FLOODLIGHT
VENT
CEILING LIGHT
RECESSED EYEBALL LIGHT
EYEBALL LIGHT
WALL HUNG LIGHT
RECESSED CEILING LIGHT
LANDSCAPING LIGHT
HEAT, VENT AND LIGHT
HEAT AND VENT
HEAT AND LIGHT
VENT AND LIGHT
THERMOSTAT
SMOKE DETECTOR
SD/CM SMOKE C. MONOXIE DETECTOR
11
ELECTRICAL PLAN
SCALE: 1/4" = 1'-0"
FLUORESCENT LIGHT
ELECTRICAL PLAN NOTES
1. ARC FAULTS ARE REQUIRED EVERYWHERE
SPECIFIED IN NEC 2008 210.12.
2. ALL RECEPTACLES MUST BE TAMPER RESISTANT
NEC 2008406.11
ELECTRICAL PLAN KEY NOTES
NOTE TO ELECTRICIAN:
ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION
OUTLETS PER NEC 210-12(b)
SMOKE & CARBON MONOXIDE DETECTORS ARE TO BE IN EACH
BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY,
AND CLOSE TO STAIRS GOING UP.
SMOKE & CARBON MONOXIDE DETECTORS SHALL BE WIRED TO
COMPLY W/ NFPA 72.
USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES.
ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF.
ELECTRICAL DESIGN SHALL COMPLY WITH THE EDITION OF THE
NEC AS ADOPTED BY THE FLORIDA BUILDING CODE.
DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR
THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10'OF A/C
CONDENSER).
NOTES TO PLIUMBER:
ALL PLUMBING WILL COMPLY TO 2010 FL. PLUMBING CODE
WATER HEATER SHALL HAVE PAN AS REQUIRED, AND RELIEF
VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING.
ELECTRICAL NOTES
ALL 120V RECEPTACLES INSTALLED IN BATHROOMS, GARAGES,
OUTDOORS, IN UNFINISHED BASEMENTS, UNDER FLOOR AREAS,
KITCHEN COUNTER TOPS, KITCHEN ISLAND AND WITHIN 6-FEET
OF A SINK SHALL BE GROUND FAULT CIRCUIT INTERRUPTER
PROTECTED
BATHROOMS RECEPTACLE OUTLETS SHALL BE SUPPLIED BY
AT LEAST ONE 20A BRANCH CIRCUIT, THIS CIRCUIT SHALL
FEED NO OTHER OUTLETS
ALL DWELLING UNIT BEDROOM BRANCH CIRCUITS FEEDING
LIGHTING OR POWER OUTLETS OR SMOKE DETECTORS IN
BEDROOMS SHALL BE PROTECTED BY AN ARC-FAULT
CIRCUIT INTERRUPTERS
LIGHTING FIXTURES LOCATED ABOVE SHOWER AND BATHTUB
AREAS SHALL BE RATED MOISTURE RESISTIVE
RECEPTACLE OUTLETS SHALL BE SPACED SUCH THAT ANY
POINT ALONG THE WALL AT THE FLOOR LEVEL IS NOT MORE
THAN 6' FROM A RECEPTACLE WITHOUT CROSSING A
DOORWAY. WALL SPACES GREATER THAN 2' IN WIDTH SHALL
BE PROVIDED WITH A RECEPTACLE. RECEPTACLES IN THE
FLOOR WITHIN 18" OF THE OF THE WALL ALSO MEET THE
REQUIREMENT. THESE RECEPTACLES SHALL BE PROVIDED IN
KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS,
DENS, BEDROOMS, OR SIMILAR ROOMS.
ALL SWITCHES ON A MULTIPLE SWITCHED CIRCUIT SHALL BE
CONTROLLED BY THE DIMMER SWITCH ON THAT CIRCUIT.
ALL RECESSED FIXTURES SHALL BE LABELED AS BEING
CERTIFIED TO HAVE A LEAKAGE RATING OF LESS THAN 2.0 AT
75 PASCAL.
ALL OUTDOOR LIGHTING MUST BE HIGH EFFICACY OR
CONTROLLED BY A MOTION SENSOR WITH INTEGRAL
PHOTOCONTROL.
SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL
SLEEPING AREAS.
SMOKE DETECTORS SHALL BE "HARD WIRED"/INTERCONNECTED
AND SHALL BE EQUIPPED WITH BATTERY BACKUP.
PROVIDE UFER OR OTHER APPROVED GROUND.
PROVIDE TWO DEDICATED 20 AMP SMALL APPLIANCE BRANCH
CIRCUITS FOR THE KITCHEN, LIMITED TO SUPPLYING WALL AND
COUNTER SPACE OUTLETS ONLY.
LIGHT FIXTURES LOCATED IN TUB OR SHOWER ENCLOSURES
SHALL BE LABLED "SUITABLE FOR WET LOCATIONS" OR
"SUITABLE FOR DAMP LOCATIONS."
INCANDESCENT LIGHTING FIXTURES RECESSED INTO INSULATED
CEILINGS SHALL BE I.C. RATED BY UL OR OTHER APPROVED
AGENCY.
ELECTRICAL WITHIN 6 FEET OF ATTIC ACCESS SHALL BE
PROTECTED.
NON-METALLIC SHEATHED CABLE SHALL BE SECURED BY
STAPLES, CABLE TIES, STRAPS, HANGERS, OR SIMILAR AT
INTERVALS NOT EXCEEDING 4-1/2 FEET AND WITHIN 12 INCHES
OF EVERY CABINET, BOX OR FITTING. FLAT CABLES SHALL NOT
BE STAPLED ON EDGE.
PANEL
200 AMP
#4 COPPER
METER
2" PVC OFFSET
WITH (3) #4/0
THHN ALUMINUM
SERVICE CABLE
4/0 ALUMINUM
200 AMP
DISC.
ALUMINUM
(3) #4/0 THHN
2" PVC WITH
UNDERGROUND ELECTRICAL RISER
GROUND PER NFPA 70
AND BONDING
ARTICLE 250: GROUNDING
ATTIC LIGHT WITH SWITCH
PLUMBING RISER
SCALE: NTS
50 AMP WP-GFI FOR POOL SERVICE
OUTLET AND CABLE HOOKUP TO BE LOCATED
APPROX. @ 60" AFF
OUTLET TO BE LOCATED UNDER SOFFIT