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Community Development 18400 Murdock Circle, Port Charlotte, FL 33948
Phone: 941.743.1201 FAX: 941.764.4907 Zoning: 941.743.1964
www.CharlotteCountyFl.gov "To exceed expectations in the delivery of public services"
Application Date
Permit NumberFor Office Use Only
CSR Initials
20
Components and Cladding Design Pressures:
I certify to the best of my knowledge and belief that these plans and specifications have been designed to comply with the structural portion of the Building Code for wind, flood and gravity loads as amended and enforced by the permitting jurisdiction.
Architect / Engineer Seal
RESIDENTIAL ONE AND TWO SINGLE FAMILY DWELLING DATA SUMMARY SHEET
Florida Building Code Sixth Edition (2017)
Applicable Codes: Building, Mechanical, Plumbing, Accessibility, & Energy Codes - 6th Edition (2017) Florida
Building Code, Residential Volume. Electrical Code - NFPA 70 & NEC 2014
Method of Design per Florida Building Code (FBC) R301:
Basic Wind Speed (Vult) mph (Figure R301.2(4)
Exposure Category Section (R301.2.1.4)
Structural Forces (Section R301.4 / 301.5 / 3601.6)
Mean roof height ft
Nominal Design Wind Speed (Vasd) m.p.h.
Floor Design: Dead Loadp.s.f p.s.f
Window and Door Wind Pressure Design Loading:
Windows Doors Garage Doorsp.s.f
Roof Design: Live Load Dead Load p.s.f
Zone 1: Zone 2: Zone 3: Zone 5:Zone 4:p.s.fp.s.f p.s.f p.s.f
Protection of Openings:
Living (Sq. Ft.) Garage (Sq. Ft.) Lanai (Sq. Ft..)
Entry (Sq. Ft.) Storage (Sq. Ft.) Other (Sq. Ft.)
TOTAL (Sq. Ft.)Area Tabulation:
Signature: Date:
Doors:
Manufacturer's Product Approvals
Windows:Overhead Doors:
Mitered Glass:
Shutters:
Roof Coverings:
Soffit:
ASCE 7 MAF GuideAF & PAAISI S230
ICC 600
Florida Building Code, 6th Ed (2017)
Other:
B C
OWNER NAME: PROJECT ADDRESS:
Number & Street City, State, & Zipcode
Risk Category: I II
Flood Design Data
D Soil Design Load-Bearing Value
Roof Slope
Designer's Name:
Live Load
p.s.f
p.s.fp.s.f
p.s.f
Design Data:
12/2017 jg
TMS/ASCE
Final Floor Elevation
Print Form
160
15
124
SLAB ON GRADE
+ 33.5/-44.8 + 33.5/-44.8 + 29.4/-33.3
20 TC=20 BC=10
19.2/-30.6 19.2/-53.2 19.2/-78.8 33.5/-44.833.5/-36.3
2,416 604 211
98
3,329
SEE ATTACHED SEE ATTACHEDSEE ATTACHED
SEE ATTACHED
SEE ATTACHED
SEE ATTACHED
SEE ATTACHED
D. R. HORTON, INC. Lot 5/811 2346 Greenland Ct Punta Gorda FL 33983
N/A
2000 PSF
5:12
STRUCTURAL SYSTEM OF NORTH FL
40
see site plan
5"
12"
5"
12"
5"
12"5"
12"
5"
12"
5"
12"
5"
12"
5"
12"
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEAM (MAIN)ELEV. @ 9'-4"
TOP OF BEAM (MAIN)ELEV. @ 9'-4"
8'-0
"
2-25 SH2-26 SH 3080 ENTRY16080 OHGD8080 OHGD
SHINGLE ROOF
TOP OF BEAM (ENTRY)ELEV. @ 12'-8"
TOP OF BEAM (ENTRY)ELEV. @ 12'-8"
1'-4"1'-4"
1'-4"1'-4" 1'-4"
1'-4"
4" RAISED DECO BANDING
4" RAISED DECO BANDING
4" RAISED DECO BANDING
DECO TECTURE FINISH
11
'-0
"
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEAM (MAIN)ELEV. @ 9'-4"
TOP OF BEAM (MAIN)ELEV. @ 9'-4"
SHINGLE ROOF
2-35 SH 2-35 SH 1/2 33 SH 25 SH12080 SL GL DR
DECO TEXTURE FINISH OVER CONC. BLOCK
1'-4"
8'-0
"
1'-4"
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEAM (MAIN)ELEV. @ 9'-4"
TOP OF BEAM (MAIN)ELEV. @ 9'-4"
48" x 16" 25 SH
SHINGLE ROOF
DECO TEXTURE FINISH OVER CONC. BLOCK
TOP OF BEAM (ENTRY)ELEV. @ 12'-8"
3'-4"
1'-4"
8'-0
"
1'-4"
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEAM (MAIN)ELEV. @ 9'-4"
TOP OF BEAM (MAIN)ELEV. @ 9'-4"
25 SH 1/2 33 SH
SHINGLE ROOF
DECO TEXTURE FINISH OVER CONC. BLOCK
TOP OF BEAM (ENTRY)ELEV. @ 12'-8"
TOP OF BEAM (ENTRY)ELEV. @ 12'-8"
1'-4" 1'-4"1'-4"
3'-4"
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
1/4" = 1'-0"
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ELEVATION
24
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DRS:
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GC
D J
OB #
11
571
1/4" = 1'-0"
FRONT ELEVATION "AL"
1/4" = 1'-0"
REAR ELEVATION "AL"
1/4" = 1'-0"
RIGHT ELEVATION "AL"
1/4" = 1'-0"
LEFT ELEVATION "AL"
WH
HB
HB
OR DOORS
21" MIN. TOFIXTURES, WALLS 1'-9"
8'-0
"36" MAX.
OR DOORS
21" MIN. TO FIXTURES, WALLS
MIN.
1'-0"
19
" M
IN.
19
" M
IN.
15" MIN.TO FINISH
FRONT ELEVATION SIDE ELEVATION
WATER CLOSET CLEARANCE DETAIL
8'-0
"
FRONT ELEVATION SIDE ELEVATION
VANITY SINK CLEARANCE DETAIL
4"
2'-5
1/2
"
8'-0
"
VARIES
4"
2'-5
1/2
"VARIE
S
VARIES
8'-0
"
MIRROR
FAUCET
KICK PLATE
FAUCET
MIRROR
14'-4"16'-0"1'-4"10'-0"18'-0"
59'-8"
14'-4"16'-4"29'-0"
55
'-4
"8
"3
'-4
"
16'-8 1/2"1'-3 1/2"11'-4"
59
'-4
"
2'-3
"6
'-3
"2
'-5
1/2
"2
3'-8
1/2
"2
1'-4
"
REF. SPACE
13
'-8
"1
1'-0
"1
2'-0
"
9 1/2"3'-5"12'-1 1/2"
13'-8"1'-4"1'-8"16'-0"1'-8"8'-4"1'-4"
SET A/C PAD ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
LOWEST POINT OF GARAGE SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP
STANDARD SGD RECESS 1-1/2". IMPACT GLASS SGD RECESS RECESS 2-1/2".
PAVERS BY OTHERS
16'-0" X 8'-0" O.H. GARAGE DOOR8'-0" X 8'-0" O.H. GARAGE DOOR
TIL
E S
HO
WER
RECES
S 3
-1/2
"
5'-0
" TU
B/ S
HW
R
RUN CONDUIT FOR ELECTRIC AT ISLAND
PROVIDE 1/4" WATER LINE @ REF. SPACE FOR ICE MAKER
5'-0
" TU
B/ S
HW
R
6" X 12" RECESS
6" X 12" RECESS
PAVERS BY OTHERS
1'-11"12'-2"1'-11"11'-4"
ELEV. @ 0'-(-4")
ELEV @ 0'-(-4")
ELEV. @ 0'-(-4")
WASHER
9'-9
"3
'-1
0"
3'-1
0"
19
'-3
"
23
'-4
"3
'-0
"1
0'-8
"2
2'-4
"
2'-4"11'-2 1/2"46'-1 1/2"
2'-1"2'-7"
3'-5 1/2"5'-5"17'-9"4'-11"16'-2 1/2"2'-5"4'-10"
8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS, REQUIRED TO 8X8 BOND BEAM W/ 1#5, TOP @ 9'-4" GROUT SOLID
SAWCUT SLAB PER DETAIL 5/S-3
SET W/H ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
59
'-4
"
OPT.LT.
A/H
PROVIDE TERMITE TREATMENT WITH "BORA CARE"
RANG
E
DBL
SIN
K
DW
59'-8"
3'-4
"8
"5
'-4
"
6'-8
"
11
'-0
"
12'-0"
BRASS FLOOR OUTLET W/ SWITCH
4" SLAB W/ 2,500 PSI CONC. W/ 6X6 #10/10 W.W.M. REINFORCING OVER 6 MILL VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%.
THE FINISH FLOOR SLAB SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP PLUS 1'-0" FREEBOARD PER FBCR R322.2.1. SEE SITE PLAN BY OTHERS
ELEV. @ 0'-0"
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
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SLAB & PLUMBING PLAN
24
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LOT:
14
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816
SUBD
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OB #
11
571
1/4" = 1'-0"
SLAB & PLUMBING "AL"
WH
HB
HB
PLAN NOTES
1) VERIFY ALL ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS
2) PROVIDE SAFETY GLAZING WITHIN 24" FROM EXITPER FLORIDA BUILDING CODE R 308.4.2.
3) PROVIDE SAFETY GLAZING AT BATH/ SHOWER PER FLORIDA BUILDING CODE R 308.4.5.
4) NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED W/ WOOD OR METAL STUDS. SPACING SHALLNOT EXCEED 24" O.C. (NON BEARING WALLS ONLY)
5) PROVIDE DEAD WOOD IN ATTIC FOR OVERHEADGARAGE DOOR HARDWARE
6) KITCHEN KNEE WALL TO BE FRAMED W/ TOP @34 1/2" A.F.F.
7) INSTALL SMOOTH WALLS IN KITCHEN AND ALLBATHROOM AREAS
8) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES@ 24" O.C. USE 5/8" DRYWALL OR 1/2" SAGRESISTANT PER SEC. 702.3.5
9) THE GARAGE SHALL BE SEPARATED FROM THERESIDENCE & ATTIC BY NOT LESS THEN 1/2" GYPSUMBOARD APPLIED TO THE GARAGE SIDE. GARAGESBENEATH HABITABLE ROOMS SHALL BE SEPARATEDWITH NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARDOR EQUIVALENT. WHERE THE SEPARATIION IS AFLOOR - CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARTION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSOM BOARDOR EQUIVALENT
10) INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEENLIVING AND GARAGE PER FLORIDA BUILDING CODER302.1.5.
11) ALL WINDOWS INSTALLED 72" ABOVE GRADE MUSTCOMPLY WITH R612.2 MIN 24" SILL HEIGHT ORPROVIDED WITH AN APPROVED WINDOW FALL PRVENTION DEVICE
12) ALL CLOSET SHELVES TO BE 12". ALL PANTRY &LINEN TO BE (4)-16" SHELVES 18" 0.F.F. W/ 15"INCREMENT.
13) ALL MECHANICAL AND ELECTRICAL EQUIPMENT TO BEINSTALLED AT OR ABOVE FLOOD PLUS 1'-0" FREEBOARD.
DOOR HEADERS6'-8" BI-FOLD
6'-8" SWING
8'-0" SWING
HEADER HEIGHT 82" A.F.F.
82 1/2" A.F.F.
98 1/2" A.F.F.
HEADER HEIGHT
HEADER HEIGHT
CABINET BACKINGKITCHEN
MASTER BATH
GUEST BATH
LAUNDRY ROOM
UPPER TOP @ 84" BASE TOP @ 35"
UPPER
UPPER
UPPER TOP @ 84"
BASE TOP @ 35"
BASE TOP @ 31"
BASE
14'-4"16'-0"11'-4"18'-0"
59'-8"
14'-4"16'-4"29'-0"
23
'-4
1/2
"5
'-4
1/2
"2
6'-7
"4
'-0
"
12
'-6
"3
'-1
1"
11
'-0
"6
'-9
"2
1'-2
"
1'-8"9'-8"6'-8"11'-4"
4'-0"4'-6"9'-0"
13
'-9
1/2
"2
'-4
"6
'-2
"7
'-8
"6
'-4
1/2
"1
'-8
"3
'-6
"1
7'-1
0"
3'-7"4'-6 1/2"1'-6 1/2"3'-11"17'-8 1/2"28'-4 1/2"
LANAI
NOOK
BEDROOM #2
BEDROOM #3
KITCHENLAUNDRY
3 CAR GARAGE
DINING ROOM
ENTRY
FOYER
BEDROOM #4
MASTER SUITE
MASTER BATH
W.I.C.
59
'-4
"
GREAT ROOM
3'-0"4'-0"5'-5"1'-0"28'-9"4'-0"6'-2 1/2"
1'-0
"
11'-7"13'-8"1'-4"1'-8"16'-0"1'-8"4"8'-0"1'-4"
11
'-1
1"
2'-3
1/2
"6
'-4
"2
'-4
1/2
"4
'-7
"2
'-8
"2
1'-4
"
1'-11"12'-2"1'-11"
11'-7"
13
'-0
"1
0'-8
"3
5'-8
"
12" VIN
YL
SH
ELF
12" VINYL SHELF
12" VIN
YL
SH
ELF
DBL
SIN
K
REF. SPACE
LINEN
5'-0
" TU
B/ S
HW
RTIL
E S
HO
WER
RECES
S 3
-1/2
"1
2" VIN
YL
SH
ELF
12" VIN
YL
SH
ELF
12" VINYL SHELF
3'-0"4'-1"8'-3"
LINEN
6" KNEE WALL 34 1/2" TALL
LINEN
5'-4
1/2
"3
'-4
1/2
"
OVERH
EAD C
ABIN
ETS
EGRESSEGRESS
EG
RESS
EGRESS
ADC
D
DC
A
B
E
F 1
23
4
5
SEE NOTE 9
SEE NOTE 10
2
2
2
2
2
2
6
2
5
2
2
222
2
2
2
2
6
OVERHEAD CABS
12" VINYL SHELF
MIR
.
MIR
.
MIR.
21'-3 1/2"3'-7"3'-3 1/2"4'-4"9 1/2"7'-8 1/2"
5'-0
" TU
B/ S
HW
R
8"
3'-1
0"
5'-6
"
10
'-0
"
1'-2
"2
'-8
"8
"
3'-9
"5
'-4
1/2
"3
'-4
1/2
"
RANG
E DW
DRYER WASHER
1'-4"11'-11"6'-0 1/2"
MIN. R-13 OR BETTER INSULATION
BATH #2
BATH #3
ESCAPE
3'-4
"6
'-0
"
6'-8
"1
2'-2
"5
'-1
1/2
"8
'-0
1/2
"3
'-6
"7
'-1
0"
9'-4" FLAT CEILING
12'-8" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
12'-0" FLAT CEILING
12'-0" FLAT CEILING
SAFTEY G
LAZED
PANTRY
4'-3"2'-1 1/2"
OPT.12" VINYL SHELF
59
'-4
"
OPT.LT. A/H
4
15
'-3
"8
'-0
"6
'-1
0 1
/2"
12
'-0
1/2
"
SAFTEY G
LAZED
SAFTEY GLAZED
59'-8"
FACE OF OUTSIDE WALL TO FACE OF STUD WALL FACE OF STUD TO FACE OF STUD
1/2"
3 1/2"
1/2"
FACE OF EXTERIOR WALL
1/2"
3 1/2"
1/2"TYPICAL DIMENSION STRING
INTERIOR DOOR SCHEDULE
MARK
1
2
3
DOOR WIDTH NOTES
P.K. = POCKET DOOR
B.F. = BI-FOLD DOOR
B.P. = BI-PASS DOOR
L.V. = LOUVERED DOOR
4
5
6
7
8
3'-0"
2'-8"
2'-6"
2'-4"
2'-0"
1'-8"
1'-6"
2'-10"
TOILET PAPER ROLL
2'-6"
1'-8"
TOWEL BAR
4'-0"
3'-2"
MIN.
4"
MIN.
4"
BATHROOM NOTES
ALL TUB DECKS @ 21" A.F.F
ALL BLOCKING TO BE PT IN SHOWERS
TOWEL BAR
TP TOILET PAPER
TB
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
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FLOOR
24
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OB #
11
571
1/4" = 1'-0"
FLOOR PLAN "AL"
SQUARE FOOTAGE
LIVING AREA 2416 SF
LANAI AREA 211 SF
GARAGE AREA 604 SF
ENTRY AREA 98 SF
TOTAL AREA 3329 SF
WINDOW SCHEDULE MARK DESCRIPTION MANUFACTURER WIDTH HEIGHT COMMENTS QTY
A 2-35 SH 9'-0" 5'-3" 2
B 48" X 16" FIXED GLASS 4'-2" 3'-4" 1
C 1/2 33 SH 2'-2" 3'-2" 2
D 25 SH 3'-2" 5'-3" 3
E 2-25 SH 6'-4" 5'-3" 1
F 2-26 SH 6'-4" 6'-4" 1
DOOR SCHEDULETYPEMARK DESCRIPTION MANUFACTURER
COMMENTS Width Height QTY
1 3080 ENTRY DISTINCTION 3'-0" 8'-0" 1
2 16080 OHGD GARAGE DOOR 16'-0" 8'-0" 1
3 8080 OHGD GARAGE DOOR 8'-0" 8'-0" 1
4 (3)-4080 SL. GL. DR. 12'-0" 8'-0" 1
5 2880 ENTRY DISTINCTION 2'-8" 8'-0" 1
OPT IMPACT GLASS MAY BE INSTALLED IN LIEU OF SHUTTERS VERIFY W/ CONTRACT
WH
HB
HB
LANAI
NOOK
BEDROOM #2
BEDROOM #3
KITCHENLAUNDRY
3 CAR GARAGE
DINING ROOM
ENTRY
FOYER
BEDROOM #4
MASTER SUITE
MASTER BATH
W.I.C.
GREAT ROOM
REF. SPACE
3'-3"
RIDGE
RID
GE
RID
GE
RID
GE
HIPHIP
HIPHIP
HIPHIP
HIP
VALLEY
VALLEY
HIP
HIP HIP
HIP
VALLEY
VALLEY
VALLEY
BATH #2
BATH #3
1'-0
"
1'-0
"
9'-4" FLAT CEILING
12'-8" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
12'-0" FLAT CEILING12'-0" FLAT CEILING
RID
GE
1'-0
"1'-0
"
MODEL 2414 A: ATTIC VENTILATION FBCR R806
SOFFIT ONLY (1/150) WITH ROOF VENTS (1/300)
AREAS (SQ. FT.) ATTIC VENTILATION REQUIRED ATTIC VENTILATION REQUIRED
MARK SOFFIT
3328.2 SQ. FT.
ATTIC AREA/150
6.66% -.-- SQ. FT. -.-%
COORDINATE VENTING REQUIREMENTS WITH ENERGY CALCULATIONS
(R.V.)
ROOF VENTS ARE NOT REQUIRED
32" BASE
22
-3/8
" BASE
LOMANCO 770-D 0.97 SQ. FT. FREE AIR
(NO ROOF VENTS)
22.19 SQ.FT.
"SOFFIT ONLY" QUALIFIES
SOFFIT MODEL
ACM QUAD 4, FULL VENT, NARROW PATTERN, 8.15% FREE AIR FLOW
ATTIC
333.3 SQ. FT.
MIN AIR FLOW OF SOFFIT
ROOF VENT MODEL
1st STORY
REQ'D AIR FLOW
OF SOFFIT
QUAD 4 SOFFIT
HAS
8.15%
ATTIC AREA/300QUANTITY OF
ROOF VENTS
-
BEARING HEIGHT
= BEARING @ 9'-4"
= INTERIOR BEARING @ 9'-4"
= BEARING @ 12'-8"
= INTERIOR BEARING @ 12'-8"
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
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4 B
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414 A
L\REVIT
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414 A
L.rv
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ROOF
24
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JBL
03/23/20
LOT:
14
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816
SUBD
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ION:
DEEP C
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DRS:
23
05 B
ONN C
OURT
D.R
.H.
#:
57
97
00
029
GC
D J
OB #
11
571
1/4" = 1'-0"
ROOF PLAN "AL"
WH
HB
HB
33
3
33
TV
TV
TV
TV
TV
T
T
P
P
P
33
200 AMP ELECTRICAL RISER DIAGRAM
200 AMP
PANELM
(2) 4/0 AL & (1) 1/0 AL
OR CU EQUIVALENT
#6 CU MIN. TO (2) GROUND RODS,
AT LEAST 6FT APART.
POWER CO.
J
ELECTRICAL NOTES:
ALL OUTLETS IN WET AREAS AND ALL
ALL ELECTRIC, ELECTRICAL EQUIPMENT AND APPLIANCES TO BE SET AT
OR ABOVE BASE FLOOD ELEVATION PLUS 1'-0" FREEBOARD.
ARC-FAULT CIRCUIT-INTERRUPTERS AND TAMPER
RESISTANT RECEPTACLES SHALL BE INSTALLED
INSTALL PHONE AND T.V PER CONTRACT.
IN DWELLING UNITS PER N.E.C 210.12 AND 406.11
EXTERIOR OUTLETS TO BE GFI'S.
NOTE: NOT ALL SYMBOLS ARE USED FOR THIS
PROJECT.
SURFACE MOUNTED CEILING LIGHT
TELEVISION RECEPTION OUTLET
AC/DC SMOKE DETECTORTO BE INTERCONNECTED
WALL MTD. BRACKET LIGHT
DIMMER SWITCH
3 WAY SWITCH
SINGLE POLE SWITCH
TELEPHONE OUTLET
MOTION SENSOR SWITCH
A/C DISCONNECT
DUPLEX FLOOD LIGHT
TRACK MTD. LIGHTS
EXHAUST FAN
PUSH BUTTON (PB) / DOOR BELL (DB)
FLUSH MOUNTED LIGHT
1/2 SWITCHED DUPLEX OUTLET
DUPLEX RECEPTACLE OUTLET
4-PLEX RECEPTACLE OUTLET
220 V RECEPTACLE OUTLET
SINGLE RECEPTACLE OUTLET
DUPLEX RECEPTACLE AT ELEV. A.F.F.
ELECTRICAL PANEL
ELECTRICAL METER
120 V JUNCTION BOX
DUPLEX RECEPTACLE - ABOVE COUNTER
3
D
SD
TV
ELECTRICAL LEGEND
2' UNDER COUNTER LIGHT
4' FLUORESCENT LIGHT
INTERCOMIC
KP
KEYPAD
ANY RESIDENT HAVING A FOSSIL-BURNING
HEATER OR APPLIANCE, A FIREPLACE, OR
AN ATTACHED GARAGE SHALL HAVE AN
OPERATIONAL CARBON MONOXIDE ALARM
INSTALLED WITHIN 10 FEET OF EACH
ROOM USED FOR SLEEPING PERPOSES.PER RULE 9B-3.04.72SD (SMOKE DETECTOR)SCD (CARBON MONOXIDE/ SMOKEDETECTOR)
AFF
MS
INSTALL ALL ELECTRICAL PER NEC 2014
SCD
T
ELECTRICAL PLAN 2414
200 AMP SERVICE
TAGABCDEFGHIJKLMNOPQ
QUANTITY PRODUCT(17)(3)(3)(15)(4)(X)(X)(2)(X)(1)
(X)(X)(X)(X)(X)(X)(X)
(FLUSH MOUNTED LIGHT)(VAPORS)(PENDANT LIGHT(10" MUSHROOMS)(24" 3 LT)(36" 4 LT)(NOT USED)(COACH LIGHTS)(COACH LIGHTS)(J BOX)
(4' FLUORESCENT)(2' FLUORESCENT)(5LT CHANDELIER)(3 LT)(PENDANT/ NOOK)(X)(X)
A/H
11
'-0
"
12'-0"
BRASS FLOOR OUTLET W/ SWITCH
STUB OUT FOR GARAGE DOOR OPENER
STUB OUT FOR GARAGE DOOR OPENER
SD
SCD
SD
SCD
SD
SDSCD
DB
ATTIC LIGHT
GFI
D
D
D
D
D
D
D
EXH. FAN/LIGHT
EXH. FAN/LIGHT
EXH. FAN/LIGHT
EXH. FAN/LIGHT
KEYLESS
A/C DISCONNECT
A/C DISCONNECT
PRE-WIRE FOR FAN (TYP.)
PRE-WIRE FOR FAN (TYP.)
PRE-WIRE FOR FAN (TYP.)
PRE-WIRE FOR FAN (TYP.)
PRE-WIRE FOR FAN (TYP.)
PRE-WIRE FOR FAN (TYP.)
ELECTRIC METER
200 AMP PANEL
H
GFIWP
GFI@ 42" A.F.F.
GFI@ 42" A.F.F.
GFIWP
GFIWP
GFIWP
GFI
GFI
GFI
GFI
GFI
GFIGFI
GFI
GFI
GFI
GFI
VP
GFI
GFI
AOPT.
AOPT.
AOPT.A
OPT.
A
AA
AA
A A
H
A
D
D
A
A
D
D
D
A
A
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
Y:\0-N
ew D
ata\
1-M
ASTER 2
019\2
019-B
UIL
DERS\D
R H
ORTO
N 2
019\S
UBD
IVIS
IONS\D
EEP
CREEK S
OUTH\1
1571 L
OT 1
4 B
LK 8
16 2
414 A
L\REVIT
\11571 2
414 A
L.rv
t
A-5 AL
ELECTRICAL
24
14
MO
DEL
JWC
JBL
03/23/20
LOT:
14
BLO
CK:
816
SUBD
IVIS
ION:
DEEP C
REEK S
OUTH
AD
DRS:
23
05 B
ONN C
OURT
D.R
.H.
#:
57
97
00
029
GC
D J
OB #
11
571
1/4" = 1'-0"
ELECTRICAL PLAN "AL"
RESIDENTIAL SPECIFICATIONS
1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ATTHE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALLREPORT ALL DISCREPENCIES BETWEEN THE DRAWINGS AND EXISTINGCONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK.
2. THE CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORKALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES,HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TOATTACH AND ACCOMMODATE OTHER WORK.
3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDEDTO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILARSITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENTDETAIL IS SHOWN.
4. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLEFOUNDATIONS ARE DESIGNED FOR A SOIL BEARING CAPACITY OF 2,000PSF. THE CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TOTHE DESIGNER PRIOR TO COMMENCING WORK.
5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUCTION WITH JOBSPECIFICATION AND HOUSE PLANS, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS, CONSULT THESE DRAWINGS FORSLEEVES, DEPRESSIONS AND OTHER DETAILS NOT SHOWN ONSTRUCTURAL DRAWINGS.
6. ALL SPECIFIED FASTENERS MAY ONLY BE SUBSTITUTED IF APPROVED BY THE ENGINEER IN WRITING, THE INSTALLATION OF THE FASTENERSSHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.SIMPSON FASTENERS SPECIFIED MAY BE SUBSTITUTED WITH THE SAME QUANTITYAND EQUIVALENT STRENGTH PRODUCT.ALL BOLTS, NUTS, WASHERS, STRAPS AND FASTENERS INCLUDINGNAILS, SHALL BE HOT MOPED DIPPED GALVANIZED OR STAINLESS STEEL CONTINUOUS ANCHORAGE SHALL BE PROVIDED BETWEEN ALL TRUSSES,WALL SECTIONS, BEAMS, POSTS AND FOOTINGS WITH USE OF STRAPSAND CONNECTORS AS SPECIFIED HEREIN.
7. TREATED WOOD REQUIREMENTS:-ALL TREATED WOOD EXPOSED TO WEATHER SHALL BE PROTECTED, PRESSURE TREATED,OR NATURALLY RESISTANT TO DECAY.ALL WOOD TOUCHING MASONRY OR CONCRETE SHALL BE ISOLATED, ORPRESSURE TREATED.
8. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTERTHE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILTYTO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO ENSURE SAFETY OFTHE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, OR TIE DOWNS.
9. CEILING DRYWALL INSTALLED WITHIN THE HOUSE TO TRUSSES SPACED 24" O.C.SHALL BE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5
10. LANAI CEILINGS & COVERED ENTRY CEILINGS1X4 STRIPPING @ 16" O.C. FASTENED WITH 2-8d NAILS TO EACH TRUSS. 5/8"EXTERIOR GYP. BOARD CEILING FASTENED WITH 8d NAILS OR 1-5/8" DRYWALLSCREWS @ 6" O.C. EDGE AND FIELD.
GENERAL NOTES
1
ROOF SHEATHINGSHALL BE APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER.INSTALL PANELS WITH LONG DIMENSION PLACED PERPENDICULAR TO TRUSSES.A 1/8" SPACE BETWEEN ADJACENT SHEETS SHALL BE MAINTAINED . INSTALL "H" CLIPS AT UNSUPPORTED PANEL EDGES. THE ROOF SHEATHING SHALL BE NAILED WITH8d RING SHANK NAILS @ 4" O.C. EDGE AND 6" O.C. FIELD. ENSURE THAT ALL NAILS PENETRATE THE TOP CHORD OF THE TRUSSES WITHOUT SPLITTING. RING SHANK NAILSPER R803.2.3.1 - 0.113" NOMINAL SHANK DIAMETER, RING DIAMETER OF 0.012"OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER FULLROUND HEAD, 2" NAIL LENGTH.
FLASHINGFLASHING SHALL BE ALUMINUM, ALUMINUM ZINC COATED STEEL 0.0179" THICK,26 GAUGE AZ50 ALUM ZINC, OR GALVANIZED STEEL 0.0179" THICK, 26 GAUGEZINC COATED G90. FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE ZIPSYSTEM ROOF SHEATHING MANUFACTURES PUBLISHED REQUIREMENTS. ALL FLASHING AND INSTALLATION SHALL CONFORM TO SECTION R905.2.8 (1 TO 5).
DRIP EDGEDRIP EDGE SHALL BE PROVIDED AT ALL EAVES AND GABLES OF SHINGLES ROOFS,LAPPED A MINIMUM OF 3" @ JOINTS. THE OUTSIDE EDGE SHALL EXTEND A MINIMUMOF 1/2" BELOW SHEATHING AND THE INSIDE EDGE SHALL EXTEND BACK A MINMUMOF 2". DRIP EDGE SHALL BE FASTENED AT NO MORE THAN 4" CENTERS. THERE SHALLBE A MINIMUM OF 4" WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE.
GENERAL ROOF ASSEMBLY
2
INSTALL PEEL AND STICK UNDERLAYMENT APPROVED FOR SINGLE LAYER APPLICATION UNDER TILE ROOF.THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL COMPLYWITH THE PROVISIONS OF R905.3 F.B.C.MARKING: EACH ROOF TILE SHALL HAVE A PERMANENTMANUFACTURER'S IDENTIFICATION MARK.APPLICATION SPECIFICATIONS: THE TILE MANUFACTURER'S WRITTENAPPLICATION SPECIFICATIONS SHALL BE AVAILABLE AND SHALLINCLUDED BUT NOT BE LIMITED TO THE FOLLLOWING:1. TILE PLACEMENT AND SPACING,2. ATTACHMENT SYSTEM NECESSARY TO COMPLYWITH CURRENT WIND CODE, A. AMOUNT AND PLACEMENT OF MORTART B. AMOUNT AND PLACEMENT OF ADHESIVE C. TYPE, NUMBER, SIZE AND LENGTH OF FASTENERS AND CLIPS.3. UNDERLAYMENT4. SLOPE REQUIREMENT.
CLAY AND CONCRETE ROOF TILE SPECS
4
SHINGLES15# FELT SHALL BE INSTALLED UNDER ASPHALT SHINGLES. ALL ASPHALT SHINGLES SHALL HAVE SELD-SEALING STRIPS OR BE INTERLOCKING AND COMPLY WITH ASTM D 225 OR D 3462, ANDSHALL BE SECURED TO THE ROOF WITH NO LESS THAN 6 FASTENERS PER SHINGLE STRIP, OR A MINIMUM OF 2 FASTENERS PER SHNGLE TAB, AND SHALL IN NO CASSE BE FASTENED WITH LESS FASTENERS THAN THAT REQUIRED BY THE MANUFACTURE.INSTALLATION SHALL COMPLY WITH MANUFACTURES REQUIREMENTS FOR INSTALLATION IN THE GIVEN FLORIDA WIND ZONE, AS DETERMINED BY ASTM D 3161.
FASTENERSFASTENERS FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM F 1667, AND SHALL BE MADE WITH GALVANIZED STEEL, STAINLESS STEEL OR ALUMINUM WITH A MINIMUM SHANK SIZE OF 12 GAUGE (0.105") WITH A MINIMUM 3/8" DIAMETER HEAD SHANK AND SHALLBE A LENGTH TO PENTRATE THE SHEATHING
THE NAIL COMPONENT OF PLASTIC CAP NAILS SHALL MEET OR EXCEEDTHE REQUIREMENTS OF ASTM A 641, CLASS 1, OR EQUAL, AND SHALL BE CORROSION RESTITANT BY ELECTRO GALVANIZATION, MECHANICAL GALVANIZATION, HOT DIPPED GALVANIZATION OR SHALL BE MADE OF STAINLESS STEEL, NON-FERROUS METAL
ASPHALT SHINGLE ROOF SPEC'S
3
A.P.A. RATED STURDI-FLOOR, EXPOSURE 1, TONGUE & GROOVE EDGESSPAN RATING 48/24 OR BETTER, GLUED AND NAILED
FLOOR SHEATHNG AT 2ND FLOOR
5
R310.2.1 MINMUM OPENING AREA- ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET (0.530 m2).
EXCEPTION- GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NETCLEAR OPENING OF 5 SQUARE FEET (0.465 m2).
R310.2.1 MINMUM OPENING HEIGHT- THE MINIMUM NET CLEAR OPENINGHEIGHT SHALL BE 24 INCHES (610mm).
R310.2.1 MINMUM OPENING WIDTH- THE MINIMUM NET CLEAR OPENINGWIDTH SHALL BE 20 INCHES (508mm).
R310.1.1 OPERATIONAL CONSTRAINTS- EMERGENCY ESCAPE AND RESCUEOPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS.
R310.2.3 WINDOW WELLS- THE MINIMUM HORIZONTAL AREA OF THE WINDOWWELL SHALL BE 9 SQUARE FEET (0.84 m2), WITH A MINIMUM HORIZONTALPROJECTION AND WIDTH OF 36 INCHES (914mm). THE AREA OF THE WINDOWWELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED.
MINIMUM EGRESS WINDOW DETAIL
1'-8" MIN.
2'-0
" M
IN.
3'-8
" M
AX.
FINISH FLOOR
5.7 SQ. FT. CLEAR OPENING
R703.4 - WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED BY THE WINDOW OR DOOR MANUFACTURER OR BY THE FLASHING MANUFACTURER, "PAN FLASHING" SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER-RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OF PROTECTION AT THE HEAD AND SIDES.
"PAN FLASHING" IS A GENERIC TERM THAT USED TO REFER TO "METAL PAN FLASHING". HOWEVER MANY MODERN MATERIALS HAVE BEEN DEVELOPED FOR THE SAME FUNCTION SUCH AS:- FLEXIBLE PEEL AND STICK FLASHING MEMBRANE-FLUID APPLIED FLASHINGFOR SUCH PRODUCTS FOLLOW THE MANUFACTURER'S INSTALLATION REQUIREMENTS
FOR IN-DEPTH FLASHING INSTRUCTIONS, REFER TO THE FOLLOWING PUBLICATIONS:FMA/AAMA 100FMA/AAMA 200FMA/WDMA 250FMA/AAMA/WDMA 300
INSTALL "PAN" FLASHING AT THE WINDOW SILL
OPENING FOR WINDOW OR DOOR
WHERE "PAN" FLASHING IS USED AT THE SILL, ALSOINCORPORATE FLASHINGOR PROTECTION AT THE HEAD AND SIDES
THE FLASHING INSTRUCTIONS FROM THE WINDOW/ DOOR MFR., OR THE FLASHING MFR.,
SHALL SUPERCEDE THIS DETAIL
PAN FLASHING PER R703.4SCALE: N.T.S.
WALL SHEATHINGWITH HOUSE WRAPOR ZIP SYSTEMWALL SHEATHING
PAPER BACKMETAL LATH
MID WALLWEEP SCREEDOVER FELT STRIPMASONRY NAIL
6" WIDE FELT
MASONRY WALL
WOOD FRAMING EITHERFLOOR TRUSS OR GABLEEND TRUSS
FELT ANDWEEP SCREED
WO
OD F
RAM
EM
ASO
NRY W
ALL
CORNER OFBUILDING
CORNER BEAD
MITER OUT CORNERBEAD AT MID WALLWEEP SCREED
CAULK CENTER JOINT IN MID WALL WEEP SCREED 2" IN EA.DIRECTION AT CORNER
CORNER OFBUILDING
FULLY EMBED BACK FACEOF WEEP SCREED INCAULK. LET OOZE OUT ATCORNER AND SCREED 2"MIN. WIDTH
WIRE LATHWITH FELTOVER FRAMEWALL
EXPANSION JOINT
EXPANSION JOINT OVERWIRE LATH
DECO. TEXTURE FINISHOVER WIRE LATH
WO
OD F
RAM
EM
ASO
NRY W
ALL
MASONRY WALLMASONRY WALL
DECO. TEXTURE FINISHOVER WIRE LATH
EXPANSION JOINT
MASONRY WALL
EXPANSION JOINT
AMICO M-TYPECONTROL JOINTAMCJM-780 ORAPPROVED EQUALOVER LATH (CUTLATH BEHIND CONTROL JOINT 1/4"MIN. GAP) LOCATEOVER STUD ONLYAND PER NOTE 1
*
* NOTE 1:(AT WOODFRAME ONLY)MAX OF 144 SQ. FT.BETWEEN CONTROLJOINTS. NOT GREATERTHAN 18'-0" O.C. MAXAREA RATIO OFCONTROL JOINTS-2-2/1 TO 1
WIRE THE CONTROLJOINT TO LATH WITH18 GA. GALVANIZEDWIRE AT 7' O.C. MAX.
WIRE LATHOVER FELT
FELT PAPER
FRAME WALL
FELT STRIP
WIRE LATH OVERMID WALLWEEP SCREEDOVER FELT STRIPMID WALL
WEEP SCREEDOVER FELT STRIP
MITER OVER SCREED
FELT STRIPOVER BLOCK WALL
BUILDING MASONRY WALL
MID WALL WEEP SCREED DETAIL
WEEP SCREED DETAILINSTALL AT ALL EXTERIOR WALL LOCATIONS WHEREWOOD STUD FRAMING IS ABOVE MASONRY WALLS.
GABLE WALL ROOF
EXTERIOR
ATTICATTICEXTERIOR
HOUSE WRAP
EXTERIOR PLYWOOD W/RADIANT BARRIER ON ATTIC SIDE
EXTERIOR STUDWALL OR TRUSS
RADIANT BARRIERGLUED TO PLYWOOD
TOP CHORD
RADIANT BARRIER: SCALE: N.T.S.
NOTE: EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND GABLE END WALLS, MUST HAVERADIANT BARRIER AND HOUSE WRAP.
8"X8"X16" CONC. BLOCK
CONCRETE FOOTING SEEFOUNDATION PLAN FORSIZE AND REINFORCING.
PRECAST CONCRETE SILL 1/2" DRYWALL W/ TEXTURED WALLS
WOOD BASE
1X2 P.T. FURRING STRIPS @ 24" O.C.W/ INSULATION (MIN. R4.1)
4" CONC. SLAB ON 6 MIL. VISQUEEN VAPOR BARRIER ON MECHANICALLY COMPACTED FILL @ 95%.
DECO. CEMENT FINISHPER ASTM C-926
SILL SET IN MORTAR
SEE ENERGY CODE FORMS FOR INSULATION R-VALUES
1X4 P.T. STRIP
VENTED SOFFITSHALL MEET R703.1.2.1SEE TABLE 3 ON S-3
DRYWALL CEILINGPER NOTE 9 INTABLE 1 ON A-6
GRADE
PROVIDE TERMITE TREATMENT WITH "BORA CARE".
SLOPE TO EXTERIOR
ROOF SHEATHING PER SCHEDULE 2/S-3.AND PER NOTES IN TABLE 2 ON A-6
SHINGLE ROOF PER NOTE 3 ON A-6
EMBEDDED STRAP AT EACHTRUSS PER ROOF FRAMING PLAN.
FLASHING AND DRIP EDGE PER NOTESIN TABLE 2 ON A-6
WINDOW, SEE SCHEDULE AND PLAN.
PRECAST LINTEL SEE FRAMING PLAN
WINDOW BUCKS SEE TABLE 2 ON A-61X4 P.T. BUCK W. BED OF CONTINUOUS CAULK UNDER
PROVIDE VENTILATIONPER R806.1
8"X8" CONTINUOUSBOND BEAM W/1 #5, GROUT SOLID
WOOD TRUSSES @ 24" O.C. (TYPICAL)DESIGNED BY DELEGATED TRUSS ENGINEER.
2X6 MIN. SUB FASCIA
4"
MIN
.
12"
MIN
.D
W
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
Y:\0-N
ew D
ata\
1-M
ASTER 2
019\2
019-B
UIL
DERS\D
R H
ORTO
N 2
019\S
UBD
IVIS
IONS\D
EEP
CREEK S
OUTH\1
1571 L
OT 1
4 B
LK 8
16 2
414 A
L\REVIT
\11571 2
414 A
L.rv
t
A-6
SECTIONS
24
14
MO
DEL
JWC
JBL
03/23/20
LOT:
14
BLO
CK:
816
SUBD
IVIS
ION:
DEEP C
REEK S
OUTH
AD
DRS:
23
05 B
ONN C
OURT
D.R
.H.
#:
57
97
00
029
GC
D J
OB #
11
571
WH
HB
HB
FOUNDATION
PLAN NOTES:1. TOP OF GROUND FLOOR SLAB DATUM ELEVATION 0'-0"2. "F#" DENOTES CONTINUOUS WALL FOOTING TYPE PER SCHEDULE THIS SHEET.3. PROVIDE #5 VERTICAL REINFORCING AT DOT LOCATIONS SHOWN ON PLAN FROM
FOOTING TO BOND BEAM.4. ALL DIMENSIONS ARE TO OUTSIDE FACE OF MASONRY WALLS. SOME SLAB EDGES
MAY EXTEND BEYOND FACE OF WALL.5. FOR DIMENSIONS OF ROUGH OPENINGS IN MASONRY WALLS, COORDINATE WITH
WINDOW/ DOOR SUPPLIER.
SCALE: 1/4" = 1'-0"
TYPELENGTH WIDTH DEPTH
CONT. 1'-4"
1'-8"
1'-0"
1'-4"
1'-4"
F1
F2
F3
F4
F5
1'-8"
1'-0"
1'-0"
2-#5
SHAPE
WALL FOOTING SCHEDULEUSED BOTTOM
REINFORCING
F6
F6A
TE
CONT.
CONT.
CONT.
CONT.
CONT.
CONT.
CONT.
1'-4"
0'-8"
0'-8" 0'-8"
0'-8"
1'-8"
0'-10"
0'-8"
2-#5
2-#5
2-#5
2-#5
2-#5
1-#5
1-#5
ADD CURB TOGARAGE, SEEDETAIL
TYPE LENGTH WIDTH DEPTH
2'-6" 2'-6"
3'-0"3'-0"
3'-6"3'-6"
4'-0"4'-0"
5'-0"5'-0"
A
B
C
D
E
1'-0"
1'-0"
1'-0"
1'-2"
1'-2"
3-#5 3-#5
4-#5 4-#5
4-#5 4-#5
5-#5 5-#5
6-#5 6-#5
-
-
-
-
-
REMARKSLONG WAY SHORT WAY
BOTTOM REINF.
PAD FOOTING SCHEDULE
USED
1'-8
"
FIN. GRADE
#5 DOWEL WITH
7" HOOK, EMBED
5" MIN.
2 #5 CONT. W/
3" CLEAR COVER.
1'-0"
1'-0"
MIN
.
2'-1
"
1'-8
"
FIN. GRADE
#5 DOWEL WITH
7" HOOK, EMBED
5" MIN. BELOW
GARAGE FLOOR
2 #5 CONT. W/
3" CLEAR COVER.1'-0"
1'-0"
MIN
.
7 5/8"
.
VARIES WITH
SLOPE OF FLOOR
CURB IS OPTIONAL & NOT INCLUDED
IN FOOTING DIMENSIONS
2'-1
"
3" CLEAR COVER2 #5
8"
1'-4"
8"X8" CONC. RIBBON
W/ 1 #5 ROD CONT.
1" 3"
8"
8"
PAVERSMORTAR
14'-4"16'-0"1'-4"10'-0"18'-0"
59'-8"
14'-4"16'-4"29'-0"
55
'-4
"8
"3
'-4
"
16'-8 1/2"1'-3 1/2"11'-4"
59
'-4
"
2'-3
"6
'-3
"2
'-5
1/2
"2
3'-8
1/2
"2
1'-4
"
REF. SPACE
9 1/2"3'-5"12'-1 1/2"
1'-4"13'-8"1'-4"1'-8"16'-0"1'-8"8'-4"1'-4"
SET A/C PAD ABOVE
FLOOD W/ 1'-0"
FREEBOARD PER
FBCR R322.2.1
LOWEST POINT OF GARAGE SHALL BE SET ABOVE
BASE FLOOD ELEVATION PER FEMA FLOOD MAP
STANDARD SGD RECESS 1-1/2". IMPACT
GLASS SGD RECESS RECESS 2-1/2".
PAVERS BY OTHERS
16'-0" X 8'-0" O.H. GARAGE DOOR8'-0" X 8'-0" O.H. GARAGE DOOR
6'-0
"
TIL
E S
HO
WER
RECES
S 3
-1/2
"
5'-0
" TU
B/ S
HW
R
RUN CONDUIT FOR
ELECTRIC AT
ISLAND
PROVIDE 1/4" WATER
LINE @ REF. SPACE
FOR ICE MAKER
5'-0
" TU
B/ S
HW
R
6" X 12" RECESS6" X 12" RECESS
PAVERS BY OTHERS
1'-11"12'-2"1'-11"11'-4"
ELEV. @ 0'-(-4")
ELEV @ 0'-(-4")
ELEV. @ 0'-(-4")
WASHER
9'-9
"3
'-1
0"
3'-1
0"
19
'-3
"
26
'-4
"1
0'-8
"2
2'-4
"
2'-4"11'-2 1/2"46'-1 1/2"
2'-1"2'-7"
3'-5 1/2"5'-5"17'-9"4'-11"16'-2 1/2"2'-5"4'-10"
DBL
SIN
K
INDICATES (1) #5 VERTICAL BARS IN
GROUTED CELL, LAP 25" W/ #5 DOWEL
OUT OF SLAB W/ 7" HOOK INTO TOP
OF OF BOND BEAM @ 48" O.C. MAX
F3 W
/ CU
RB P
F6
F3
F3 W
/ C
URB
F6
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3 F3
F3 PP P
8F8-1B SET AT GARAGE DOOR HEAD
HEIGHT, ADD COUSRING AS,
REQUIRED TO 8X8 BOND BEAM W/ 1#
5, TOP @ 9'-4" GROUT SOLID
NOTE: INSTALL 1-3/8" THICK
SOLID WOOD DOOR BETWEEN
LIVING & GARAGE PER R302.5.1
A
A
A/H
SAWCUT SLAB
PER DETAIL 5/S-3
SET W/H ABOVE FLOOD W/ 1'-0"
FREEBOARD PER FBCR R322.2.1
12
'-6
"
A
AA
B
B
9'-2
"
C
8'-6
"
A
A
7'-0"
AA
A
4'-6
"5
'-6
"1
3'-8
"1
1'-0
"1
2'-0
"
A
B
B
7'-0"
A A
59
'-4
"
F3
7'-0"
F5
OPT.
LT.
PROVIDE TERMITE TREATMENT
WITH "BORA CARE"
RANG
E
DW
59'-8"
3'-4
"8
"5
'-4
"
6'-8
"
11
'-0
"
12'-0"
BRASS FLOOR
OUTLET W/ SWITCH
(2) #5 RODS CONT. W/
3" CLEAR COVER
1'-0
"
1'-4"
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
Y:\0-N
ew D
ata
\1-M
ASTER 2
019\2
019-B
UIL
DERS\D
R H
ORTO
N 2
019\S
UBD
IVIS
IONS\D
EEP
CREEK S
OUTH\1
1571 L
OT 1
4 B
LK 8
16 2
414 A
L\REVIT
\11571 2
414 A
L.rv
t
S-1 AL
FOUNDATION PLAN
24
14
MO
DEL
JWC
JBL
03/23/20
LOT:
14
BLO
CK:
816
SUBD
IVIS
ION:
DEEP C
REEK S
OUTH
AD
DRS:
23
05 B
ONN C
OURT
D.R
.H.
#:
57
97
00
029
GC
D J
OB #
11
571
1/2" = 1'-0"
F3 FOOTING
1/2" = 1'-0"
F3 WITH CURB AT GARAGE
1/2" = 1'-0"
F6 STEP DOWN
1/2" = 1'-0"
"P" PAVERS DETAIL ENTRY/LANAI
1/4" = 1'-0"
FOUNDATION PLAN "AL"
PROVIDE CORNER BARS IN FOOTING PER 6/S-3
1/2" = 1'-0"
F5 FOOTING
WH
HB
HB
D3
EJ4
VG4
V1
V5
V3
V4
V2
V6
V1
V3
V2
CJ6
CJ6
J1A
J2
J2
J2
B1
CJ5
EJ2
J2
J2
B3
A12
A20
A4
A7
A10
A3
A18
A16
A13
A21
J2
J2J2
J2
A11
A6
J6
J6
J6
J6
A15
A23
A19
A9
A17
A22
A8
J4
J4
J4
J4
CJ12 C
J12A
5
A2
A1
EJ6
EJ6
A14
EJ8
EJ8
VG3
D2
J2
J2
J2
J2
D4
CJ9
CJ9
J4
J4
J4
J4
D1
EJ4A
VG2
J2J2
J2
J2
C1
CJ9A
CJ9A
J4J4
J4 J4
VG1
V7
B2
M1
GROUT SOLIDAT HANGER
SIMPSONLGUM210-2-SDS
HANGER
TRUSS D4
SIMPSONHGAM10KTA
EMBEDDED STRAP AT EACH ROOFTRUSS, SEE ROOF PLAN. BREAK
OUT WEB OF BLOCK AS NEEDED TOPROPERLY LOCATE EACH STRAP
ROOF SHEATHING PERSCHEDULE 2/S-3
9'-4"
12'-8"
8"x8" CONTINUOUS MASONRYBOND BEAM w/ 1-#5, GROUTSOLID. PROVIDE CORNER BARSPER DETAIL 6/S-3
#5 VERT. IN GROUTED CELL ATDOT LOCATIONS ON PLAN (48"OC MAX EXTERIOR)
SOFFITS SHALL MEET WINDDESIGN PRESSURES PERR703.1.2.1. FOR FIELD
FRAMING, SEE TABLE 2/S-3
TRUSS C1
1 SCALE: 3/4" = 1'-0"
STRAPPING AT TRUSS D4
PLAN NOTES:
1. ROOF TRUSS BEARING ELEVATION VARIES, SEE
LEGEND.
2. ROOF FRAMING SHALL BE WOOD TRUSSES DESIGNED
BYA DELEGATED TRUSS ENGINEER PER DESIGN
CRITERIA ON SHEET S-3.
3. PROVIDE STRAPPING AT TRUSSES PER NOTES ON THIS
SHEET.
4. FOR NAILING OF ROOF DECK, SEE 1 AND 2 ON S-3.
5. 8F8-1B etc., DENOTES PRECAST LINTEL ABOVE
DOOR/WINDOW OPENING PER SCHEDULE THIS SHEET.
6. AT TRUSS BEARING, PROVIDE 8x8 MASONRY BOND
BEAM W/ 1 #5 CONTINUOUS, SEE DETAIL 11/S-3.
WALL ABOVE WITH BOND
BEAM AT TOP
#5 VERTICAL, ABOVE
LINTEL ONLY WHERE
NOTED ON PLAN
'1B' DENOTES 1#5 BOTTOM
WITH 7" HOOK EACH END OR
EXTEND 24" BEYOND OPENING.
'0B' DENOTES "NO REBAR"
8" PRECAST LINTEL
GROUT SOLID
1'-4" GROUTED
1#5 TOP
1#5 BOTTOM
8F8-1B
8F8-0B
8F16-1B/1T
PRECAST LINTEL AT SWING DOORS, USE 2" RECESS STYLE
LINTEL IF NEEDED FOR ROUGH OPENING.
LINTELS BEAR 4" MIN. EACH END
ROOF SHEATHING
8d RING SHANK @
6" O.C.
16d NAILS
@ 8" O.C.
2" X () BLOCKING W/
BEVEL CUT TOP
ROOF TRUSS
BEVELLED BLOCKING DETAIL
LANAI
NOOK
BEDROOM #2
BEDROOM #3
KITCHENLAUNDRY
3 CAR GARAGE
DINING ROOM
ENTRY
FOYER
BEDROOM #4
MASTER SUITE
MASTER BATH
W.I.C.
GREAT ROOM
REF. SPACE
3'-3"
RIDGE
RID
GE
RID
GE
RID
GE
HIP
HIP
HIPH
IP
HIP
HIP
HIP
VAL
LEY
VAL
LEY
HIP
HIP
HIP
HIP
VAL
LEY V
ALLEY
VALLEY
WHERE ROOF SHEATHING
CONTACTS ONLY THE EDGE
OF ROOF TRUSSES, INSTALL
BEVELLED BLOCKING PER
DETAIL THIS SHEET (DR
HORTON COMPANY
REQUIRMENT)
(+33.5, -36.3) WIND PRESSURES PER
ASCE7-10, 160 MPH, EXPOSURE C, AND
CONVERTED TO ALLOWABLE STRESS
DESIGN PRESSURES USING 0.6W LOAD
FACTOR. (Vasd=124 MPH, RISK CAT II,
ENCLOSED, kd=0.85, H-15'0
8X8 CONTINUOUS MASONRY BOND
BEAM AT TOP OF WALL W/ 1#5
BAR.PROVIDE CORNER BARS PER
8/S-3
CORNER BARS IN BOND
BEAM PER DETAIL 8/S-3
8F8-1B SET GARAGE DOOR HEAD
HEIGHT, ADD COURSING AS REQUIRED
TO 8X8 BOND BEAM W/ 1#5 TOP @
9'-4" ADD VER @ 48" O.C. GROUT
SOLID
8F8-0B8F8-0B
8F8
-0B
8F8
-0B
8F8-0B
8F8-0B
8F8
-0B
8F8-0B
8F8
-0B
THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE &
ATTIC BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO
THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED WITH NOT LESS THAN 5/8" TYPE "X"
GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS
A FLOOR-CEILING ASSEMBLY THE STRUCTURE SUPPORTING THE
SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN
1/2" GYPSUM BOARD OR EQUIVALENT
8F8-1B
8F8-1B
(+28.2 -31.5)
(+28.2 -31.5)
8F8-OB
(+33.5 -36.3)
(+33.5 -36.3)
(+3
3.5
-36
.3)
(+3
3.5
-36
.3)
(+33.5 -36.3) (+33.5 -36.3)
(+33.5 -36.3)
(+33.5 -36.3)
(+33.5 -36.3)
(+3
3.5
-36
.3)
(+3
3.5
-36
.3)
8F8-1B
8F8
-OB
(+3
3.5
-36
.3)
(+33.5 -36.3)
ATTIC ACCESS
BATH #2
BATH #3
1'-0
"
9'-4" FLAT CEILING
12'-8" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
12'-0" FLAT CEILING
12'-0" FLAT CEILING
#5 CORNER BAR IN
BOND BEAM PER 8/S-3
SEE DETAIL 9/S-3 WHERE
LINTEL AS LANAI /ENTRY
INSTERSECTS MAIN WALL,
TYPICAL
2'-0
"
1'-0
"1'-0
"
1-HETA20
@ D4
1-META16
@ D1
HU28 HANGER
@ D3
GABLE BRACE
NOT REQUIRED
OUTLOOKERS
PER 12/S-3
8F16-1B/1T
1-META16
@ B1OUTLOOKERS
PER 12/S-3
NO GABLE BRACE
REQUIRED
1-META16
@ B1
1-META16
@ D1
1-HETA20
@ B3
HU28 HANGER
@ B2&B2A
1-META16
@ A13
LGUM210-2-SDS
@ B3 FILL W/
BLOCKING
MTS16, TYP.
2-2X12 HEADER W/
1-MSTA18 EACH END
& HTT5 BOTTOM
3-HTS20 @A23
3-2X6 POST HTT5
BOTTOM
STUD BEARING WALLS, 2X4 OR 2X6
SPF # 2 @ 16" O.C. WITH BLOCKING
AT MID POINT, SPH4 OR SPH6 TOP
AND BOTTOM AT 16" O.C. PT SILL
PLATE WITH 1/2"X6" EXPANSION BOLT
@ 32" O.C. WITH 2" WASHER
SIMPSON LGUM210-2-SDS
@ GIRDER D4, GROUT CELLS
SOLID AT HANGER
1-META16,
TYP.
1-HETA20
@ A1
8F16-1B/1T
1-META16,
TYP.
8F8-1B
1-META16
@ A13
8F16-1B/1T
1-META16
@ A13
EXTERIOR CEILING PER
SCHEDULE 2/S-3
1-META16
@ A23
1-META16,
TYP.
13
S-3 13
S-3
FILED FRAME
CRICKET
FILED FRAME
CRICKET
SIM
2-MTS16
@ A21 &
A22
2-HTS20
@ A15
BEARING HEIGHT
= BEARING @ 9'-4"
= INTERIOR BEARING @ 9'-4"
= BEARING @ 12'-8"
= INTERIOR BEARING @ 12'-8"
TRUSS STRAPPING TO MASONRY
MAX TRUSS UPLIFT
@ 24" OC (LBS)CONNECTOR FASTENER
1450
1810
2120
1875 (1 PLY)
1795 (2 PLY)
2365 (2 PLY)
2365 (2 PLY)
3965/SYP 3330/SPF
4235/SYP 3640/SPF
4670/SYP 4015/SPF
5445/SYP 5360/SPF
10690/SYP 10690/SPF
10790/SYP 10790/SPF
(1) META16 TO 40
(1) HETA16 TO 40
(1) HHETA16 TO 40
(2) META16 TO 40
(2) META16 TO 40
(2) HETA16 TO 40
(2) HHETA12 TO 40
MGT (2 PLY)
HTT4
HTT5
HTT5KT
(1)HGT - 2
(1)HGT - 3
(8) 0.148x11/2 ", EMBED 4"
(9) 0.148x11/2", EMBED 4"
(10) 0.148x11/2", EMBED 4"
(10) 0.148x11/2", EMBED 4"
(14) 0.162x31/2", EMBED 4"
(12) 0.162x31/2", EMBED 4"
(12) 0.162x,31/2" EMBED 4"
(22) 0148x3" ATR, EPOXY 12"
(18) 0.162x21/2", 5/8" ATR, EPOXY 12"
(26) 0.148x3", 5/8", ATR, EPOXY 12"
(26) SD#10x21/2, 5/8," ATR, EPOXY
(26) 0.148x3" TO GIRDER
(2) 3/4" Ø ATR, EPOXY 12"
(16) 0.148x3" TO GIRGER,
(2) 3/4" Ø ATR, EPOXY 12"
INSTALL
META16 AT
ALL
TRUSSES
TO 1450 lb
UPLIFT. FOR
HIGHER
UPLIFTS,
SEE NOTES
ON PLAN.
NOTES:
1. PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED
ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE AND
SUITABLE FOR THE GEOMETRY. EMBED STRAP ON -C OF WALL.
2. CONNECTORS ARE SIMPSON STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE
INSTALLED IN STRICT ACCORDANCE WITH SIMPSON PRINTED INSTUCTIONS.
SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD.
3. WHERE EMBEDDED STRAPS ARE MISSING, OR MIS-LOCATED, INSTALL RETROFIT STRAP PER
10/S-3.
R4-021020
TRUSS STRAPPING TO STUDWALL/ WOOD BEAM
MAX TRUSS UPLIFT
@ 24" OC (LBS)CONNECTOR FASTENER
850
1700
2550
1125
2250
3375
4500
(1)MTS16 TO 20
(2) MTS16 TO 20
(3) MTS16 T0 20
(1) HTS20 TO 30
(2) HTS20 TO 30
(3) HTS20 TO 30
(4) HTS20 TO 30
(14) 10dx1-1/2"
(14) 10dx1-1/2"
(14) 10dx1-1/2"
(24) 10dx1-1/2"
(24) 10dx1-1/2"
(24) 10dx1-1/2"
(24) 10dx1-1/2"
INSTALL AT ALL
TRUSSES TO
840 lb UPLIFT.
FOR HIGHER
UPLIFTS, SEE
NOTES ON
PLAN.
NOTES:
1. PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING
POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED
TRUSS DESIGN PACKAGE.
2. CONNECTORS ARE SIMPSON SRTONG TIE. ALL CONNECTORS SHALL BE
INSTALLED IN STRICT ACCORDANCE WITH SIMPSON PRINTED INSTUCTIONS.
R2
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
Y:\0-N
ew D
ata
\1-M
ASTER 2
019\2
019-B
UIL
DERS\D
R H
ORTO
N 2
019\S
UBD
IVIS
IONS\D
EEP
CREEK S
OUTH\1
1571 L
OT 1
4 B
LK 8
16 2
414 A
L\REVIT
\11571 2
414 A
L.rv
t
S-2 AL
ROOF FRAMING PLAN
24
14
MO
DEL
JWC
JBL
03/23/20
LOT:
14
BLO
CK:
816
SUBD
IVIS
ION:
DEEP C
REEK S
OUTH
AD
DRS:
23
05 B
ONN C
OURT
D.R
.H.
#:
57
97
00
029
GC
D J
OB #
11
571
1/4" = 1'-0"
ROOF FRAMING PLAN "AL"
TRUSS BEARING CONDITIONS AND
STRAPPING IS BASED ON TRUSS
LAYOUT PREPARED BY SCOSTA
JOB # 44142 DATED: 08/15/18
REVISED: 01/14/2020
”
” ”
” ”
”
