5"

12"

5"

12"

5"

12"

5"

12"

5"

12"5"

12"

5"

12"

5"

12"

FINISH FLOORELEV. @ 0"

FINISH FLOORELEV. @ 0"

TOP OF BEAMELEV. @ 8'-0"

TOP OF BEAMELEV. @ 8'-0"

1'-0"1'-0"

25 SH3068 FRONT ENTRY DOOR16'-0" X 7'-0" O.H. GARAGE DOOR

SHINGLE ROOF

8'-0

"

1'-0" 1'-0"

FINISH FLOORELEV. @ 0"

FINISH FLOORELEV. @ 0"

TOP OF BEAMELEV. @ 8'-0"

TOP OF BEAMELEV. @ 8'-0"

1'-0"

1'-0"DECO. TEXTURE FIN. ON

CONC. BLK. WALL

ELECTRIC METER

A/C DISCONNECT

A/C

SHINGLE ROOF

1'-0"

FINISH FLOORELEV. @ 0"

FINISH FLOORELEV. @ 0"

TOP OF BEAMELEV. @ 8'-0"

TOP OF BEAMELEV. @ 8'-0"

1'-0"1'-0"

6'-8

"

35 SH2-25 SH 6068 SL GL DR

SHINGLE ROOF

1'-0" 1'-0"

FINISH FLOORELEV. @ 0"

FINISH FLOORELEV. @ 0"

TOP OF BEAMELEV. @ 8'-0"

TOP OF BEAMELEV. @ 8'-0"

1'-0"6

'-8

"

1'-0"

25 SH

DECO. TEXTURE FIN. ON

CONC. BLK. WALL

SHINGLE ROOF

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:

DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

FLORIDA BUILDING CODE 2017 - 6TH EDITION

1/4" = 1'-0"

02/11/2020

L:\0

-New D

ata

\1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

ORTO

N 2

019\S

UBDIV

ISIO

NS\G

ATO

R

CIR

CLE

C.C

\11179 L

OT 7

-8 B

LK 5

663 1

389 B

L\REVIT

\11179 1

389 B

L.rv

t

A-1

ELEVATION

# 1

389 B

MO

DEL

JWC

JBL

02/07/20

LOT:

7-8

BLO

CK:

566

3

SUBD

IVIS

ION:

GATO

R C

IRC

LE S

PO

T L

OTS

AD

DRS:

23

18

NE 3

6TH S

TREET

D.R

.H.

#:

57

95

60

113

GC

D J

OB #

11

179

1/4" = 1'-0"

FRONT ELEVATION

1/4" = 1'-0"

LEFT ELEVATION

1/4" = 1'-0"

REAR ELEVATION

1/4" = 1'-0"

RIGHT ELEVATION

1

1

1

1

No. Description Date1 COMPLETE MODEL CHANGE FROM

1389 BL TO A 1389 BL EXT

LANAI/CHANGE STRIPPING FROM

USP TO SIMPSON STRONG TIE

02/11/2020

WH

HB

HB

ELEV @ 0'-(-4")

2" SLO

PE

STANDARD SGD RECESS 1-1/2". IMPACT

GLASS SGD RECESS 2-1/2".

PAVER BY

OTHERS

SET A/C PAD ABOVE

FLOOD W/ 1'-0"

FREEBOARD PER

FBCR R322.2.1

RUN CONDUIT FOR

ELECTRIC AT ISLAND

PROVIDE 1/4" WATER

LINE @ REF. SPACE

FOR ICE MAKER

PAVERS BY OTHERS

38'-0"

56

'-0

"

12'-11" 10'-0" 15'-1"

8'-0

"4

8'-0

"

38'-0"

2'-5" 16'-0" 6'-7" 13'-0"

18

'-9

1/2

"2

9'-2

1/2

"

18'-6 1/2" 1'-8" 10'-8 1/2" 2'-6" 2'-6" 2'-1"

13'-3" 3'-9" 21'-0"

14

'-2

"2

'-8

"2

'-1

0 1

/2"

1'-4

"4

'-7

1/2

"1

'-6

"2

0'-1

0"

8'-0

"4

8'-0

"

56

'-0

"

5'-0

" TUB

DBL SINK

REF. SPACE

A/H

RANG

E

16'-0" X 7'-0" O.H. GARAGE DR.

6" X 12" RECESS

DRYER

WAS

HER

14'-10" 6'-2" 17'-0"

12

'-2

"4

1/2

"

5 1/2" 3'-3" 5 1/2"

FIBERGLASS SHWR

LOWEST POINT OF GARAGE SHALL BE SET ABOVE

BASE FLOOD ELEVATION PER FEMA FLOOD MAP

1'-3"1'-3"

SET W/H ABOVE FLOOD

W/ 1'-0" FREEBOARD

PER FBCR R322.2.1

PROVIDE TERMITE TREATMENT

WITH "BORA CARE"DW

15'-1"1'-4"7'-4"1'-4"12'-11"

1'-4

"6

'-8

"

1'-4

"6

'-8

"

ELEV. @ 0'-4"

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"

ELEV. @ 0'-4"

OR DOORS

21" MIN. TO

FIXTURES, 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

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:

DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

FLORIDA BUILDING CODE 2017 - 6TH EDITION

As indicated

02/11/2020

L:\0

-New D

ata

\1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

ORTO

N 2

019\S

UBDIV

ISIO

NS\G

ATO

R

CIR

CLE

C.C

\11179 L

OT 7

-8 B

LK 5

663 1

389 B

L\REVIT

\11179 1

389 B

L.rv

t

A-2

SLAB & PLUMBING

# 1

389

B

MO

DEL

JWC

JBL

02/07/20

LOT:

7-8

BLO

CK:

566

3

SUBD

IVIS

ION:

GATO

R C

IRC

LE S

PO

T L

OTS

AD

DRS:

23

18

NE 3

6TH S

TREET

D.R

.H.

#:

57

95

60

113

GC

D J

OB #

11

179

1/4" = 1'-0"

SLAB & PLUMBING

1

1

11

No. Description Date1 COMPLETE MODEL CHANGE FROM

1389 BL TO A 1389 BL EXT

LANAI/CHANGE STRIPPING FROM

USP TO SIMPSON STRONG TIE

02/11/2020

WH

HB

HB

PLAN NOTES

1) VERIFY ALL ROUGH OPENING DIMENSIONS FOR

ALL WINDOWS AND DOORS

2) PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT

PER 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 SHALL

NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY)

5) PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD

GARAGE DOOR HARDWARE

6) KITCHEN KNEE WALL TO BE FRAMED W/ TOP @

34 1/2" A.F.F.

7) INSTALL SMOOTH WALLS IN KITCHEN AND ALL

BATHROOM AREAS

8) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES

@ 24" O.C. USE 5/8" DRYWALL OR 1/2" SAG

RESISTANT PER SEC. 702.3.5

9) THE GARAGE SHALL BE SEPARATED FROM THE

RESIDENCE & ATTIC BY NOT LESS THEN 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 SEPARATIION IS A

FLOOR - CEILING ASSEMBLY, THE STRUCTURE

SUPPORTING THE SEPARTION SHALL ALSO BE

PROTECTED BY NOT LESS THAN 1/2" GYPSOM BOARD

OR EQUIVALENT

10) INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN

LIVING AND GARAGE PER FLORIDA BUILDING CODE

R302.1.5,

11) ALL WINDOWS INSTALLED 72" ABOVE GRADE MUST

COMPLY WITH R612.2 MIN 24" SILL HEIGHT OR

PROVIDED 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 EQIUPMENT TO BE

INSTALLED 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 BACKING

KITCHEN

MASTER BATH

GUEST BATH

LAUNDRY ROOM

UPPER TOP @ 84" BASE TOP @ 35"

UPPER

UPPER

UPPER TOP @ 84"

BASE TOP @ 35"

BASE TOP @ 31"

BASE

SQUARE FOOTAGE

LIVING AREA

GARAGE AREA

FRONT PORCH/ ENTRY AREA

1,389

419

16

TOTAL SQUARE FOOTAGE 1,904

LANAI AREA 80

4'-6" 10'-5" 6'-0" 5'-1" 12'-0"

38'-0"

8'-0

"4

8'-0

"

25'-0" 13'-0"

29

'-6

"1

8'-6

"8

'-0

"

6'-1" 6'-10" 8'-0" 4'-7" 12'-6"

12

'-6

"5

'-7

"3

'-0

"3

'-8

"2

'-1

"2

1'-2

"

DW

DBL SINK

RANG

E

REF. SPACE

VIN

YL

SHELV

ING

VIN

YL

SHELV

ING

WAS

HER

DRYER

VINYL SHELVING

VINYL SHELVING

2

2

2

2

2

2

2

2

22

2

2

3 B

B

AC

5'-0

" TU

B/ S

HW

R

A/H

38'-0"

2 CAR GARAGE

BEDROOM #3

BEDROOM #2

GREAT ROOM

KITCHEN

MASTER SUITE

W.I.C.

NOTE: INSTALL 1-3/8"

THICK SOLID WOOD

DOOR BETWEEN LIVING &

GARAGE PER R302.5.1

MIN. R-13 OR BETTER

INSULATION

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING 8'-0" FLAT CEILING

8'-0" FLAT CEILING

BATH #2

34 1/2"

KNEEWALL

16

'-0

"1

0'-4

"2

'-4

"6

'-0

"2

'-2

"1

1'-2

"

EGRESS EGRESS

EGRESS

20'-3" 5'-3" 3'-10" 2'-2" 6'-6"

7'-4" 3'-10" 5'-5" 3'-8" 5'-3" 12'-6"

12'-11" 25'-1"

MASTER

BATH

FOYER

ENTRY

1'-4" 6'-9" 4'-11"

NOTE: THE GARAGE SHALL BE SEPERATED

FROM THE RESIDENCE AND ATTIC AREA BY

NOT LESS THAN 1/2" GYPSUM BOARD

APPLIED TO THE GARGAE SIDE

22" X 54"

ATTIC ACCESS

ESCAPE

8"

4'-0

"

16'-0" X 7'-0" O.H. GARAGE DOOR

VERIFY LOCATION

WITH SITE PLAN, A/C

NOT ENCROACH

EASEMENT

56

'-0

"

2'-5" 16'-0" 1'-1"1'-4" 4'-2"

UTILITY8'-0" FLAT

CEILING

4 1

/2"

3'-9

"

56

'-0

"

O.H

. C

ABS

O.H

. C

ABS

5 1/2" 3'-3" 5 1/2"

2017

ACCESSIBLE

8'-0" FLAT

CEILING

8'-0" FLAT

CEILING

EG

RES

S

1

FIBERGLASS SHWR

PANTRY

5 5

LINEN

BALL

CATCH

6" W

ALL

12

'-2

"

15'-1"10'-0"

15'-1"1'-4"7'-4"1'-4"12'-11"

1'-4

"

1'-4

"

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'-11"

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

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

02/11/2020

L:\0

-New D

ata

\1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

ORTO

N 2

019\S

UBDIV

ISIO

NS\G

ATO

R

CIR

CLE

C.C

\11179 L

OT 7

-8 B

LK 5

663 1

389 B

L\REVIT

\11179 1

389 B

L.rv

t

A-3

FLOOR

# 1

389

B

MO

DEL

JWC

JBL

02/07/20

LOT:

7-8

BLO

CK:

566

3

SUBD

IVIS

ION:

GATO

R C

IRC

LE S

PO

T L

OTS

AD

DRS:

23

18

NE 3

6TH S

TREET

D.R

.H.

#:

57

95

60

113

GC

D J

OB #

11

179

1/4" = 1'-0"

FLOOR PLAN

DOOR SCHEDULETYPE

MARK DESCRIPTION MANUFACTURER HEIGHT WIDTH COUNT

1 3068 ENTRY DISTINCTION 6'-8" 3'-0" 1

2 2-3068 SL. GL. DR. DISTINCTION 6'-8" 6'-0" 1

3 16070 OHGD GARAGE DOOR 7'-0" 16'-0" 1

WINDOW SCHEDULE MARK DESCRIPTION MANUFACTURER COUNT HEIGHT WIDTH

A 2-25 SH 1 5'-3" 6'-4"

B 25 SH 2 5'-3" 3'-2"

C 35 SH 1 5'-3" 4'-6"

1

11

1

No. Description Date1 COMPLETE MODEL CHANGE FROM

1389 BL TO A 1389 BL EXT

LANAI/CHANGE STRIPPING FROM

USP TO SIMPSON STRONG TIE

02/11/2020

WH

HB

HB

2 CAR GARAGE

BEDROOM #3

BEDROOM #2

GREAT ROOM

KITCHEN

MASTER SUITE

W.I.C.

BATH #2

MASTER

BATH

FOYER

ENTRY

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING 8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT

CEILING

8'-0" FLAT CEILING

UTILITY8'-0" FLAT CEILING

HIP

HIP

RID

GE

HIP

HIP

RID

GE

HIP

VALLEY

HIP

VAL

LEY

8'-0" FLAT

CEILING

HIP

HIP

VAL

LEY

VALLEY

BEARING HEIGHT

= BEARING @ 8'-0"

MODEL 1389 B: ATTIC VENTILATION FBCR R806

SOFFIT ONLY (1/150) WITH ROOF VENTS (1/300)

AREAS (SQ. FT.) ATTIC VENTILATION REQUIRED ATTIC VENTILATION REQUIRED

MARK SOFFIT

2000.0 SQ. FT.

ATTIC AREA/150

7.57% -.-- 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)

13.33 SQ. FT.

"SOFFIT ONLY" QUALIFIES

SOFFIT MODEL

ACM QUAD 4, FULL VENT,

NARROW PATTERN,

8.15% FREE AIR FLOW

ATTIC

176.0 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

-

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:

DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

FLORIDA BUILDING CODE 2017 - 6TH EDITION

As indicated

02/11/2020

L:\0

-New D

ata

\1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

ORTO

N 2

019\S

UBDIV

ISIO

NS\G

ATO

R

CIR

CLE

C.C

\11179 L

OT 7

-8 B

LK 5

663 1

389 B

L\REVIT

\11179 1

389 B

L.rv

t

A-4

ROOF

# 1

389

B

MO

DEL

JWC

JBL

02/07/20

LOT:

7-8

BLO

CK:

566

3

SUBD

IVIS

ION:

GATO

R C

IRC

LE S

PO

T L

OTS

AD

DRS:

23

18

NE 3

6TH S

TREET

D.R

.H.

#:

57

95

60

113

GC

D J

OB #

11

179

1/4" = 1'-0"

ROOF PLAN

1

1

No. Description Date1 COMPLETE MODEL CHANGE FROM

1389 BL TO A 1389 BL EXT

LANAI/CHANGE STRIPPING FROM

USP TO SIMPSON STRONG TIE

02/11/2020

WH

HB

HB

TV

TV

T

PRE-WIRE FOR

FAN (TYP.)

PRE-WIRE FOR

FAN (TYP.)

PRE-WIRE FOR

FAN (TYP.)

PRE-WIRE FOR

FAN (TYP.)

SD SCD

SD

SCD

SD

GFI @ 42"

A.F.F.

KEYLESS

IN ATTIC

150 AMP PANEL

ELEC METER

DB

NOTE: VERIFY

LOCATION OF GFI

PER DECO BANDING

COACH

LIGHT

GFI @ 42"

A.F.F.

WP/GFI

W/P

GFI

WP

GFI

GFI

GFI

GFI

GFI

GFI

GFI

UNDER CAB

GFI

A/C DISCONNECT

A/C DISCONNECT

EXH.

FAN

EXH.

FAN

STUB OUT FOR

GARAGE DOOR

OPENER

D

D D

D

D

D

D

E

E

K

D

ELECTRICAL HOME RUN

LOCATED BEHIND

LAUNDRY ROOM DOOR

150 AMP ELECTRICAL RISER DIAGRAM

150 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 DETECTOR

TO 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-3.04.72

SD (SMOKE DETECTOR)

SCD (CARBON MONOXIDE/ SMOKE

DETECTOR)

AFF

MS

INSTALL ALL ELECTRICAL PER NEC 2014

SCD

T

ELECTRICAL PLAN 1389

200 AMP SERVICE

TAG

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

QUANTITY PRODUCT

(X)

(X)

(X)

(10)

(2)

(X)

(X)

(2)

(X)

(X)

(1)

(X)

(X)

(X)

(X)

(X)

(X)

(FLUSH MOUNTED LT)

(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)

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:

DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

FLORIDA BUILDING CODE 2017 - 6TH EDITION

As indicated

02/11/2020

L:\0

-New D

ata

\1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

ORTO

N 2

019\S

UBDIV

ISIO

NS\G

ATO

R

CIR

CLE

C.C

\11179 L

OT 7

-8 B

LK 5

663 1

389 B

L\REVIT

\11179 1

389 B

L.rv

t

A-5

ELECTRIC

# 1

389

B

MO

DEL

JWC

JBL

02/07/20

LOT:

7-8

BLO

CK:

566

3

SUBD

IVIS

ION:

GATO

R C

IRC

LE S

PO

T L

OTS

AD

DRS:

23

18

NE 3

6TH S

TREET

D.R

.H.

#:

57

95

60

113

GC

D J

OB #

11

179

1

1

No. Description Date1 COMPLETE MODEL CHANGE FROM

1389 BL TO A 1389 BL EXT

LANAI/CHANGE STRIPPING FROM

USP TO SIMPSON STRONG TIE

02/11/2020

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 NET

CLEAR OPENING OF 5 SQUARE FEET (0.465 m2).

R310.2.1 MINMUM OPENING HEIGHT- THE MINIMUM NET CLEAR OPENING

HEIGHT SHALL BE 24 INCHES (610mm).

R310.2.1 MINMUM OPENING WIDTH- THE MINIMUM NET CLEAR OPENING

WIDTH SHALL BE 20 INCHES (508mm).

R310.1.1 OPERATIONAL CONSTRAINTS- EMERGENCY ESCAPE AND RESCUE

OPENINGS 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 WINDOW

WELL SHALL BE 9 SQUARE FEET (0.84 m2), WITH A MINIMUM HORIZONTAL

PROJECTION AND WIDTH OF 36 INCHES (914mm). THE AREA OF THE WINDOW

WELL 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" AHLL 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 ALSO 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 FLASHING

FOR SUCH PRODUCTS FOLLOW THE MANUFACTURER'S INSTALLATION REQUIREMENTS

FOR IN-DEPTH FLASHING INSTRUCTIONS, REFER TO THE FOLLOWING PUBLICATIONS:

FMA/AAMA 100

FMA/AAMA 200

FMA/WDMA 250

FMA/AAMA/WDMA 300

INSTALL "PAN" FLASHING AT THE WINDOW SILL

OPENING FOR WINDOW OR DOOR

WHERE "PAN" FLASHING IS

USED AT THE SILL, ALSO

INCORPORATE FLASHING

OR 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 R703.4

SCALE: N.T.S.

WALL SHEATHING

WITH HOUSE WRAP

OR ZIP SYSTEM

WALL SHEATHING

PAPER BACK

METAL LATH

MID WALL

WEEP SCREED

OVER FELT STRIP

MASONRY NAIL

6" WIDE FELT

MASONRY WALL

WOOD FRAMING EITHER

FLOOR TRUSS OR GABLE

END TRUSS

FELT AND

WEEP SCREED

WO

OD F

RAM

EM

ASO

NRY W

ALL

CORNER OF

BUILDING

CORNER BEAD

MITER OUT CORNER

BEAD AT MID WALL

WEEP SCREED

CAULK CENTER JOINT

IN MID WALL WEEP

SCREED 2" IN EA.

DIRECTION AT CORNER

CORNER OF

BUILDING

FULLY EMBED BACK FACE

OF WEEP SCREED IN

CAULK. LET OOZE OUT AT

CORNER AND SCREED 2"

MIN. WIDTH

WIRE LATH

WITH FELT

OVER FRAME

WALL

EXPANSION JOINT

EXPANSION JOINT OVER

WIRE LATH

DECO. TEXTURE FINISH

OVER WIRE LATH

WO

OD F

RAM

EM

ASO

NRY W

ALL

MASONRY WALLMASONRY WALL

DECO. TEXTURE FINISH

OVER WIRE LATH

EXPANSION JOINT

MASONRY WALL

EXPANSION JOINT

AMICO M-TYPE

CONTROL JOINT

AMCJM-780 OR

APPROVED EQUAL

OVER LATH (CUT

LATH BEHIND

CONTROL JOINT 1/4"

MIN. GAP) LOCATE

OVER STUD ONLY

AND PER NOTE 1

*

*NOTE 1:(AT WOOD

FRAME ONLY)

MAX OF 144 SQ. FT.

BETWEEN CONTROL

JOINTS. NOT GREATER

THAN 18'-0" O.C. MAX

AREA RATIO OF

CONTROL

JOINTS-2-2/1 TO 1

WIRE THE CONTROL

JOINT TO LATH WITH

18 GA. GALVANIZED

WIRE AT 7' O.C. MAX.

WIRE LATH

OVER FELT

FELT PAPER

FRAME WALL

FELT STRIP

WIRE LATH OVER

MID WALL

WEEP SCREED

OVER FELT STRIPMID WALL

WEEP SCREED

OVER FELT STRIP

MITER OVER SCREED

FELT STRIP

OVER BLOCK WALL

BUILDING

MASONRY WALL

MID WALL WEEP SCREED DETAIL

WEEP SCREED DETAILINSTALL AT ALL EXTERIOR WALL LOCATIONS WHERE

WOOD STUD FRAMING IS ABOVE MASONRY WALLS.

GABLE WALL ROOF

EXTERIOR

ATTICATTICEXTERIOR

HOUSE WRAP

EXTERIOR PLYWOOD W/

RADIANT BARRIER ON

ATTIC SIDE

EXTERIOR STUD

WALL OR TRUSS

RADIANT BARRIER

GLUED TO PLYWOOD

TOP CHORD

RADIANT BARRIER: SCALE: N.T.S.

NOTE: EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND GABLE END WALLS, MUST HAVE

RADIANT BARRIER AND HOUSE WRAP.

RESIDENTIAL SPECIFICATIONS

1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT

THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL

REPORT ALL DISCREPENCIES BETWEEN THE DRAWINGS AND EXISTING

CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK.

2. THE CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK

ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES,

HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO

ATTACH AND ACCOMMODATE OTHER WORK.

3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED

TO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR

SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT

DETAIL IS SHOWN.

4. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE

FOUNDATIONS ARE DESIGNED FOR A SOIL BEARING CAPACITY OF 2,000

PSF. THE CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO

THE DESIGNER PRIOR TO COMMENCING WORK.

5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUCTION WITH JOB

SPECIFICATION AND HOUSE PLANS, MECHANICAL, ELECTRICAL,

PLUMBING, AND SITE DRAWINGS, CONSULT THESE DRAWINGS FOR

SLEEVES, DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON

STRUCTURAL DRAWINGS.

6. ALL SPECIFIED FASTENERS MAY ONLY BE SUBSTITUTED IF APPROVED BY THE

ENGINEER IN WRITING, THE INSTALLATION OF THE FASTENERS

SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.

SIMPSON FASTENERS SPECIFIED MAY BE SUBSTITUTED WITH THE SAME QUANTITY

AND EQUIVALENT STRENGTH PRODUCT.

ALL BOLTS, NUTS, WASHERS, STRAPS AND FASTENERS INCLUDING

NAILS, 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 STRAPS

AND 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, OR

PRESSURE TREATED.

8. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER

THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILTY

TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO ENSURE SAFETY OF

THE 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 CEILINGS

1X4 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" DRYWALL

SCREWS @ 6" O.C. EDGE AND FIELD.

GENERAL NOTES

1

ROOF SHEATHING

SHALL 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

WITH

8d RING SHANK NAILS @ 6" O.C. EDGE AND 6" O.C. FIELD. ENSURE THAT ALL NAILS

PENETRATE THE TOP CHORD OF THE TRUSSES WITHOUT SPLITTING. RING SHANK

NAILS

PER 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 FULL

ROUND HEAD, 2" NAIL LENGTH.

FLASHING

FLASHING SHALL BE ALUMINUM, ALUMINUM ZINC COATED STEEL 0.0179" THICK,

26 GAUGE AZ50 ALUM ZINC, OR GALVANIZED STEEL 0.0179" THICK, 26 GAUGE

ZINC COATED G90. FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE ZIP

SYSTEM ROOF SHEATHING MANUFACTURES PUBLISHED REQUIREMENTS. ALL

FLASHING AND INSTALLATION SHALL CONFORM TO SECTION R905.2.8 (1 TO 5).

DRIP EDGE

DRIP EDGE SHALL BE PROVIDED AT ALL EAVES AND GABLES OF SHINGLES ROOFS,

LAPPED A MINIMUM OF 3" @ JOINTS. THE OUTSIDE EDGE SHALL EXTEND A

MINIMUM

OF 1/2" BELOW SHEATHING AND THE INSIDE EDGE SHALL EXTEND BACK A MINMUM

OF 2". DRIP EDGE SHALL BE FASTENED AT NO MORE THAN 4" CENTERS. THERE

SHALL

BE 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 COMPLY

WITH THE PROVISIONS OF R905.3 F.B.C.

MARKING: EACH ROOF TILE SHALL HAVE A PERMANENT

MANUFACTURER'S IDENTIFICATION MARK.

APPLICATION SPECIFICATIONS: THE TILE MANUFACTURER'S WRITTEN

APPLICATION SPECIFICATIONS SHALL BE AVAILABLE AND SHALL

INCLUDED BUT NOT BE LIMITED TO THE FOLLLOWING:

1. TILE PLACEMENT AND SPACING,

2. ATTACHMENT SYSTEM NECESSARY TO COMPLY

WITH 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. UNDERLAYMENT

4. SLOPE REQUIREMENT.

CLAY AND CONCRETE ROOF TILE SPECS

5

SHINGLES

15# 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, AND

SHALL 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.

FASTENERS

FASTENERS 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 SHALL

BE A LENGTH TO PENTRATE THE SHEATHING

THE NAIL COMPONENT OF PLASTIC CAP NAILS SHALL MEET OR EXCEED

THE 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

4

A.P.A. RATED STURDI-FLOOR, EXPOSURE 1, TONGUE & GROOVE EDGES

SPAN RATING 48/24 OR BETTER, GLUED AND NAILED

FLOOR SHEATHNG AT 2ND FLOOR

6

3

DOOR AND WINDOW ANCHORAGE

ANCHORAGE REQUIRMENTS- ALL PASS AND SLIDING GLASS DOORS AND ALL WINDOW

ASSEMBLIES SHALL BE ANCHORED TO THE MAIN WIND FORCE RESISTING SYSTEM IN A

MANNER SPECIFIED BY THE PUBLISHED MANUFACTURERS LITERATURE. THERE SHALL BE NO

SUBSTITUTION OF ALTERNATE FASTENINGS UNLESS PROVIDED BY THE MANUFACTURER AND

APPROVED BY THE BUILDING DESIGN ENGINEER.

MASONRY OPENING

WHERE WINDOW FRAME IS DESIGN TO FASTEN WITH SCREWS THROUGH THE FRAME AND INTO

THE MSANORY, THE BUCK MATERIAL IS SIMPLY A SPACER. THE BUCK MAY BE FASTENED WITH

THE T NAILS OR ANY SUITABLE FASTENER TO TACK IT INTO POSITION PRIOR TO WINDOW

INSTALLATION. FASTEN WINDOW FRAME PER MFR INSTRUCTIONS. A WINDOW FASTENER

SHALL PENETRATE MASONRY BY 2 1/4" MIN.

WHERE WINDOW FRAME IS DESIGNED TO FASTEN ONLY TO THE WOOD BUCK (IE, FLANGED

FRAME WITH WOOD SCREWS) THE BUCKS SHALL BE 2X WOOD WITH STRUCTURAL

FASTENING TO THE MASNORY WITH 1/4 X 3 3/4 MASONRY SCREWS @ 24" OC AND 6" FROM

EACH END.

WOOD FRAMED OPENING- ALL DOORS AND WINDOWS SHALL BE INSTALLED ACCORDING

TO THE PUBLISHED MANUFACTURERS LITERATURE OF THE ASSEMBLY BEING INSTALLED

TO THE ROUGH SUBSTRATE OPENING. SHIMS SHALL BE MADE OF MATERIALS CAPABLE

OF RESISTING THE APPLIED LOADS AND SHALL BE LOCATED NEAR EACH FRAME

FASTENER TO MINIMIZE DISTORTION OF THE FRAME AS THE FASTENERS ARE

TIGHTENED .

CONC. FOOTING

SEE FOUNDATION PLAN

FOR SIZE AND

REINFORCING.

1/2" DRYWALL W/

TEXTURED WALLS

1X2 P.T. FURRING STRIPS @ 24"

O.C. W/ INSULATION (MIN. R4.1)

WOOD BASE

4" CONC. SLAB ON 6 MIL.

VISQUEEN VAPOR BARRIER ON

MECHANICALLY COMPACTED FILL

@ 95%.

DECO. CEMENT

FINISH PER ASTM C-926

SILL SET IN MORTAR

SEE ENERGY CODE FORMS FOR

INSULATION R-VALUES

1X4 P.T. STRIP

ROOF SHEATHING PER SCHEDULE 2/S-3.

AND PER NOTES IN TABLE 3 ON A-6

WOOD TRUSSES @ 24" O.C. (TYPICAL.)

DESIGNED BY DELEGATED TRUSS

ENGINEER.

EMBEDDED STRAP AT EACH

TRUSS PER ROOF FRAMING PLAN.

FLASHING AND DRIP

EDGE PER NOTES IN

TABLE 3 ON A-6

2X6 MIN. SUB FASCIA

VENTED SOFFIT SHALL

MEET R703.1.2.1 SEE

TABLE 3 ON S-3

WINDOW, SEE SCHEDULE AND PLAN

DRYWALL CEILING PER

NOTE 9 IN TABLE 1 ON A-6

GRADE

TYPICAL WALL SECTION

TILE ROOF PER NOTE 5 ON A-6. OR

SHINGLE ROOF PER NOTE 4 ON A-6

PROVIDE VENTILATION

PER R806.1

PRECAST LINTEL SEE FRAMING PLAN

WINDOW BUCKS SEE TABLE 2 ON A-6

1X4 P.T. BUCK W. BED OF

CONTINUOUS CAULK UNDER

8X8 CONTINUOUS BOND

BEAM W/ 1 #5, GROUT

SOLID

SLOPE TO EXTERIOR

PRECAST CONCRETE SILL

PROVIDE TERMITE TREATMENT

WITH "BORA CARE".

D

W

12" M

IN. 4

" M

IN.

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:

DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

FLORIDA BUILDING CODE 2017 - 6TH EDITION

As indicated

02/11/2020

L:\0

-New D

ata

\1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

ORTO

N 2

019\S

UBDIV

ISIO

NS\G

ATO

R

CIR

CLE

C.C

\11179 L

OT 7

-8 B

LK 5

663 1

389 B

L\REVIT

\11179 1

389 B

L.rv

t

A-6

SECTIONS

# 1

389

B

MO

DEL

JWC

JBL

02/07/20

LOT:

7-8

BLO

CK:

566

3

SUBD

IVIS

ION:

GATO

R C

IRC

LE S

PO

T L

OTS

AD

DRS:

23

18

NE 3

6TH S

TREET

D.R

.H.

#:

57

95

60

113

GC

D J

OB #

11

179

No. Description Date1 COMPLETE MODEL CHANGE FROM

1389 BL TO A 1389 BL EXT

LANAI/CHANGE STRIPPING FROM

USP TO SIMPSON STRONG TIE

02/11/2020

1

WH

HB

HB

38'-0"

56

'-0

"

12'-11" 10'-0" 15'-1"

8'-0

"4

8'-0

"

38'-0"

2'-5" 16'-0" 6'-7" 13'-0"

ELEV @ 0'-(-4")

2" SLO

PE

ELEV @ 0'-(-4")

PAVER BY

OTHERS

SET A/C PAD ABOVE

FLOOD ELEVATION

W/ 1'-0" FREEBOARD

PER FBCR R322.2.1

RUN ELECTRIC IN

CONDUIT FOR KITCHEN

ISLAND

PROVIDE 1/4" WATER

LINE @ REF. SPACE

FOR ICE MAKER

PAVERS BY OTHERS

18

'-9

1/2

"2

9'-2

1/2

"

18'-6 1/2" 1'-8" 10'-8 1/2" 2'-6" 2'-6" 2'-1"

13'-3" 3'-9" 21'-0"

14

'-2

"2

'-8

"2

'-1

0 1

/2"

1'-4

"4

'-7

1/2

"1

'-6

"2

0'-1

0"

8'-0

"4

8'-0

"

56

'-0

"

1'-11" 6'-2" 1'-11"

16'-0" X 7'-0" O.H.G.D.

6" X 12" RECESS

INSTALL 1-3/8" THICK SOLID

WOOD DOOR BETWEEN LIVING

AND GARAGE PER FLORIDA

BUILDING CODE R302.5.1

DBL SINK

DW

RANG

E

REF. SPACE

5'-0

" TU

B/ S

HW

R

WAS

HER

F3

F3

F3

F3

F3

F3

F3 W

/ C

URB

F6A

F3

12

'-2

"4

1/2

"

A/H

F3

SAWCUT SLAB

PER 5/S-3

#5 BAR IN GROUTED CELL, LAP

25" WITH #5 DOWEL OUT OF

SLAB WITH 7" HOOK INTO TOP

OF BOND BEAM 4'-0" O.C.

MAX.

8F8-1B SET AT GARAGE DOOR

HEAD HEIGHT, ADD COURSING

AS REQUIRED TO TO 8X8 BOND

BEAM W/ 1#5, TOP @ 8'-0"

GROUT SOLID

F6A

WIDEN FOOTING

UNDER BUMP

OUT

AA

DRYER

FIBERGLASS SHWR

LOWEST POINT OF GARAGE SHALL BE SET ABOVE

BASE FLOOD ELEVATION PER FEMA FLOOD MAP

SET W/H ABOVE

FLOOD W/ 1'-0"

FREEBOARD PER

FBCR R322.2.1

11

S-3

STANDARD SGD RECESS 1-1/2". IMPACT

GLASS SGD RECESS 2-1/2".

PROVIDE TERMITE TREATMENT

WITH "BORA CARE"

1'-4"7'-4"1'-4"

1'-4

"

1'-4

"

A

A

ELEV. @ 0'-4"

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"

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

"

8"X8" CONC. RIBBON

W/ 1 #5 ROD CONT.

1" 3"

8"

8"

PAVERSMORTAR

6"

10

"

GRADE

4" CONC. SLAB

(2) #5 RODS

CONT.

1'-0"

RECESS

3" CLEAR COVER1 #5

8"

8"

TYPE LENGTH 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 SCHEDULE

US

ED 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 TO

GARAGE, SEE

DETAIL

PROVIDE CORNER BARS PER 6/S-3

FOUNDATION PLAN

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.

6. PROVIDE PRESSURE TREATED BUCKS AT WINDOWS/ DOORS PER DETAIL 7/S-3.

SCALE: 1/4" = 1'-0"

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

US

ED

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:

DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

FLORIDA BUILDING CODE 2017 - 6TH EDITION

As indicated

02/11/2020

L:\0

-New D

ata

\1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

ORTO

N 2

019\S

UBDIV

ISIO

NS\G

ATO

R

CIR

CLE

C.C

\11179 L

OT 7

-8 B

LK 5

663 1

389 B

L\REVIT

\11179 1

389 B

L.rv

t

S-1

FOUNDATION PLAN

# 1

389

B

MO

DEL

JWC

JBL

02/07/20

LOT:

7-8

BLO

CK:

566

3

SUBD

IVIS

ION:

GATO

R C

IRC

LE S

PO

T L

OTS

AD

DRS:

23

18

NE 3

6TH S

TREET

D.R

.H.

#:

57

95

60

113

GC

D J

OB #

11

179

1/4" = 1'-0"

FOUNDATION

1/2" = 1'-0"

"F3" FOOTING

1/2" = 1'-0"

"F3" WITH CURB AT GARAGE

1/2" = 1'-0"

"P" PAVERS DETAIL ENTRY/ LANAI

1/2" = 1'-0"

GARAGE DOOR RECESS

1/2" = 1'-0"

"F6A" STEP DOWN

1

1

11

No. Description Date1 COMPLETE MODEL CHANGE FROM

1389 BL TO A 1389 BL EXT

LANAI/CHANGE STRIPPING FROM

USP TO SIMPSON STRONG TIE

02/11/2020

WH

HB

HB

A5J3

J3

A2

J3

J1

J1J1

CJ10

A4

J5

J5 J5

A1

A6

A3

CJ1

0

J3

A5

J3

J3

A2

J1

J1

J1

J5

A4

J5

J5

A6

A3

A1A

J3

J1

J5 C

J10

J3

J1

J5

EJ7A

EJ7C

EJ7B

CJ1

0

A7

CJ2 C

J2A

J1

J1

J1

J1

B1

CJ4 C

J4

EJ7

EJ7

EJ7

EJ7

EJ7D

B2

EJ3

V1

V2

GREAT ROOMMASTER SUITE

BEDROOM #3

BATH #2

BEDROOM #2

2 CAR GARAGE

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 ROOM 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

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

UTILITY8'-0" FLAT CEILING

MASTER

BATH

W.I.C. (+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')

HIP

HIP

RID

GE

HIP

HIP

RID

GE

HIP

VALLEY

HIP

VAL

LEY

WHERE ROOF SHEATHING

CONTACTS ONLY THE EDGE OF

ROOF TRUSSES, INSTALL

BEVELLED BLOCKING PER DETAIL

THIS SHEET (DR HORTON

COMPANY REQUIRMENT)

8F8-0B8F8-0B8F8-0B

ENTRY

FOYER

(+33.5 -44.8) (+33.5 -36.3) (+33.5 -36.3)

EGRESS

EG

RES

S

EGRESS

8F8

-0B

8F8-0B

8F8-0B

8F8-1B

8'-0" FLAT

CEILING

8'-0" FLAT

CEILING

(+3

3.5

-3

6.3

)

(+33.5 -36.3)(+28.2 -31.5)

(+33.5 -36.3)

1-HETA20

@ A11-HETA20

@ A1

1-HETA20

@ A1

1-HETA20

@ A1

#5 BAR IN GROUTED CELL,

WITH 7" HOOK INTO TOP

OF BOND BEAM

EMBED META16 AT ALL

TRUSSES, EXCEPT AS

NOTED AT GIRDERS

8"X8" CONTINUOUS

MASONRY BOND BEAM AT

TOP OF WALL W/ 1#5

BAR. PROVIDE CORNER

BARS PER 8/S-3

11

S-3

EMBED META16 AT ALL

TRUSSES, EXCEPT AS

NOTED AT GIRDERS

8F8-1B SET AT GARAGE DOOR

HEAD HEIGHT, ADD COURSING AS

REQUIRED TO 8X8 BOND BEAM W/

1#5 TOP @ 8'-0" GROUT SOLID

CORNER BARS IN BOND

BEAM PER DETAIL 8/S-3

BOT @ 7'-4"

HIPH

IP

VAL

LEY

VALLEY

8F16-1B/1T

8F1

6-1

B/1

T

8F1

6-1

B/1

T

1-META16

@ B11-META16

@ B1

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

GR

OU

T S

OLID

8F8-1B

8F8-0B

PRECAST LINTEL SCHEDULE

AT SWING DOORS, USE 2" RECESS STYLE

LINTEL IF NEEDED FOR ROUGH OPENING.

LINTELS BEAR 4" MIN. EACH END

PLAN NOTES:

1. ROOF TRUSS BEARING @ 8'-0".

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 AND FLOOR 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.

BEARING HEIGHT

= BEARING @ 8'-0"

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

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 18"

16-0.148x3" TO GIRDER,

(2)3/4" ATR, EPOXY 12"

16-0.148x3" TO GIRGER,

(2)3/4" 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

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:

DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

FLORIDA BUILDING CODE 2017 - 6TH EDITION

As indicated

02/11/2020

L:\0

-New D

ata

\1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

ORTO

N 2

019\S

UBDIV

ISIO

NS\G

ATO

R

CIR

CLE

C.C

\11179 L

OT 7

-8 B

LK 5

663 1

389 B

L\REVIT

\11179 1

389 B

L.rv

t

S-2

ROOF FRAMING PLAN

# 1

389

B

MO

DEL

JWC

JBL

02/07/20

LOT:

7-8

BLO

CK:

566

3

SUBD

IVIS

ION:

GATO

R C

IRC

LE S

PO

T L

OTS

AD

DRS:

23

18

NE 3

6TH S

TREET

D.R

.H.

#:

57

95

60

113

GC

D J

OB #

11

179

1/4" = 1'-0"

ROOF FRAMING PLAN

TRUSS BEARING CONDITIONS AND STRAPPING IS

BASED ON TRUSS LAYOUT PREPARED BY SCOSTA

JOB#: 44115BL DATED: 12/12/19 REVISED: NONE

1

1

No. Description Date1 COMPLETE MODEL CHANGE FROM

1389 BL TO A 1389 BL EXT

LANAI/CHANGE STRIPPING FROM

USP TO SIMPSON STRONG TIE

02/11/2020

” ”” ”

” ”