TOP OF BEAM (ENTRY) ELEV. @ 10'-8...2-35 SH 2-25 SH 2-35 SH FINISH FLOOR ELEV. @ 0" FINISH FLOOR...

8
FINISH FLOOR ELEV. @ 0" FINISH FLOOR ELEV. @ 0" TOP OF BEAM (MAIN) ELEV. @ 10' - 0" 12 5 12 5 TILE OR SHINGLE ROOF 16080 O.H.G.D. 8080 O.H.G.D. 3080 ENTRY DOOR W/ SIDELITE 25 SH 25 SH TOP OF BEAM (ENTRY) ELEV. @ 10' - 8" 8'-8" FYPON BKT12X16 FYPON BKT12X16 FINISH FLOOR ELEV. @ 0" FINISH FLOOR ELEV. @ 0" TOP OF BEAM (MAIN) ELEV. @ 10' - 0" TOP OF BEAM (MAIN) ELEV. @ 10' - 0" 12 5 12 5 TILE OR SHINGLE ROOF 2-25 SH 2-35 SH 2-35 SH FINISH FLOOR ELEV. @ 0" FINISH FLOOR ELEV. @ 0" TOP OF BEAM (MAIN) ELEV. @ 10' - 0" TOP OF BEAM (MAIN) ELEV. @ 10' - 0" TILE OR SHINGLE ROOF 12 5 12 5 12 5 8'-0" 12080 SL.GL.DR. 34 SH DECO. TEXTURE FIN. ON CONC. BLK. WALL 5'-0" FINISH FLOOR ELEV. @ 0" FINISH FLOOR ELEV. @ 0" TOP OF BEAM (MAIN) ELEV. @ 10' - 0" TOP OF BEAM (MAIN) ELEV. @ 10' - 0" TILE OR SHINGLE ROOF 12 5 12 5 12 5 8'-0" 25 SH 25 SH 25 SH DECO. TEXTURE FIN. ON CONC. BLK. WALL VINYL LAP SIDING ON CONC. BLK. WALL SCALE: DATE: DRAWN BY: CHECKED BY: PLAN: REVISED: DESIGN IN ACCORDANCE WITH THE RESIDENTIAL FLORIDA BUILDING CODE 2017 - 6TH EDITION 1/4" = 1' - 0" K:\1-MASTER 2019\2019-BUILDERS\DR HORTON 2019\MODELS\2344 E STANDARD\REVIT\2344 E.rvt A - 1 ELEVATION # 2344 E MODEL BGN 09/15/19 ADDRS: Enter address here Project Number 1/4" = 1'-0" FRONT ELEVATION 1/4" = 1'-0" REAR ELEVATION 1/4" = 1'-0" RIGHT SIDE ELEVATION 1/4" = 1'-0" LEFT SIDE ELEVATION

Transcript of TOP OF BEAM (ENTRY) ELEV. @ 10'-8...2-35 SH 2-25 SH 2-35 SH FINISH FLOOR ELEV. @ 0" FINISH FLOOR...

Page 1: TOP OF BEAM (ENTRY) ELEV. @ 10'-8...2-35 SH 2-25 SH 2-35 SH FINISH FLOOR ELEV. @ 0" FINISH FLOOR ELEV. @ 0" TOP OF BEAM (MAIN) ELEV. @ 10'-0" TOP OF BEAM (MAIN) ELEV. @ 10'-0" TILE

FINISH FLOORELEV. @ 0"

FINISH FLOORELEV. @ 0"

TOP OF BEAM (MAIN)ELEV. @ 10'-0"

12

5

12

5

TILE OR SHINGLE ROOF

16080 O.H.G.D.8080 O.H.G.D.3080 ENTRY DOOR W/ SIDELITE

25 SH 25 SH

TOP OF BEAM (ENTRY)ELEV. @ 10'-8"

8'-8

"

FYPON BKT12X16

FYPON BKT12X16

FINISH FLOORELEV. @ 0"

FINISH FLOORELEV. @ 0"

TOP OF BEAM (MAIN)ELEV. @ 10'-0"

TOP OF BEAM (MAIN)ELEV. @ 10'-0"

12

5

12

5

TILE OR SHINGLE ROOF

2-25 SH2-35 SH 2-35 SH

FINISH FLOORELEV. @ 0"

FINISH FLOORELEV. @ 0"

TOP OF BEAM (MAIN)ELEV. @ 10'-0"

TOP OF BEAM (MAIN)ELEV. @ 10'-0"

TILE OR SHINGLE ROOF

12

5 12

5

12

5

8'-0

"

12080 SL.GL.DR.34 SH

DECO. TEXTURE FIN. ON CONC. BLK. WALL

5'-0"

FINISH FLOORELEV. @ 0"

FINISH FLOORELEV. @ 0"

TOP OF BEAM (MAIN)ELEV. @ 10'-0"

TOP OF BEAM (MAIN)ELEV. @ 10'-0"

TILE OR SHINGLE ROOF

12

5

12

5

12

5

8'-0

"

25 SH25 SH25 SH

DECO. TEXTURE FIN. ON CONC. BLK. WALL

VINYL LAP SIDING ON CONC. BLK. WALL

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:

DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

FLORIDA BUILDING CODE 2017 - 6TH EDITION

1/4" = 1'-0"

K:\1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

ORTO

N 2

019\M

OD

ELS

\2344 E

STAND

ARD

\REVIT

\2344 E

.rvt

A-1

ELEVATION

# 2

344 E

MO

DEL

BGN

09/15/19

AD

DRS:

Ent

er

addre

ss h

ere

Pro

ject

Num

ber

1/4" = 1'-0"

FRONT ELEVATION

1/4" = 1'-0"

REAR ELEVATION

1/4" = 1'-0"

RIGHT SIDE ELEVATION

1/4" = 1'-0"

LEFT SIDE ELEVATION

Page 2: TOP OF BEAM (ENTRY) ELEV. @ 10'-8...2-35 SH 2-25 SH 2-35 SH FINISH FLOOR ELEV. @ 0" FINISH FLOOR ELEV. @ 0" TOP OF BEAM (MAIN) ELEV. @ 10'-0" TOP OF BEAM (MAIN) ELEV. @ 10'-0" TILE

WH

HB

HB

MF

2'-0

"1

'-4

"5

4'-0

"1

1'-8

"1

'-4

"

67

'-0

"3

'-4

"

5'-4" 1'-4" 8" 8'-0" 8" 1'-4" 16'-0" 1'-4"

15'-0" 6'-8" 9'-4" 18'-8"

49'-8"

21'-4" 28'-4"

2'-3

"9

'-3

"1

'-6

"

22

'-8

"4

'-4

1/2

"3

'-7

"2

'-8

1/2

"2

0'-8

"

20

'-8

"1

2'-8

"1

8'-8

"

30

'-8

"1

'-6

1/2

"2

0'-8

"2

'-9

"1

'-9

"1

2'-1

1 1

/2"

ELEV. @ 0'-(-4")

TILE SHOWERRECESS 3-1/2"

STANDARD SGD RECESS1-1/2". IMPACT GLASS SGD RECESS RECESS 2-1/2".

16'-0" X 8'-0" O.H. GARAGE DR.

PROVIDE 1/4" WATER LINE @ REF. SPACEFOR ICE MAKER

RUN CONDUIT FOR ELECTRIC AT ISLAND

8'-0" X 8'-0" O.H. GARAGE DR.ELEV. @ 0'-(-4")

PAVERS BY OTHERS

2" SLO

PE

6" X 12" RECESS

6" X 12" RECESS

METER VERIFY LOC.

PAVERS BY OTHERS

SINK & DISP

RANGE

1'-4

"

8'-0

"

2'-0" 2'-8" 9'-8" 7'-4" 28'-0"

2'-0

"

11'-2" 9'-11 1/2" 1'-10 1/2" 3'-0" 5'-5 1/2" 13'-11 1/2" 4'-3"

21'-8" 5'-4 1/2" 4'-11 1/2" 3'-0" 3'-2" 5'-2" 6'-4"

70

'-4

"

49'-8"

21'-4" 28'-4"

12'-10" 1'-4" 12'-10" 1'-4"

70

'-4

"

RECESS 3-1/2"

STUB OUT FOR OPTIONAL OUTDOOR KITCHEN & SINK

OPTIONAL 60" HIGH WALL W/ 8" BOND BEAM & 1#5 ROD

ELEV. @ 0'-(-4")

WASHERLT

9" 4'-5" 10"

8'-0

"

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"

SET A/C PAD ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1

SET W/H ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1

PROVIDE TERMITE TREATMENT WITH "BORA CARE"

REF. SPACE DW

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

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:

DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

FLORIDA BUILDING CODE 2017 - 6TH EDITION

As indicated

K:\1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

ORTO

N 2

019\M

OD

ELS

\2344 E

STAND

ARD

\REVIT

\2344 E

.rvt

A-2

SLAB & PLUMBING

# 2

344

E

MO

DEL

BGN

09/15/19

AD

DRS:

Ent

er

addre

ss h

ere

Pro

ject

Num

ber

1/4" = 1'-0"

SLAB & PLUMBING PLAN

Page 3: TOP OF BEAM (ENTRY) ELEV. @ 10'-8...2-35 SH 2-25 SH 2-35 SH FINISH FLOOR ELEV. @ 0" FINISH FLOOR ELEV. @ 0" TOP OF BEAM (MAIN) ELEV. @ 10'-0" TOP OF BEAM (MAIN) ELEV. @ 10'-0" TILE

WH

HB

HB

MF

LANAI

GREAT ROOM

KITCHEN

BEDROOM #3

STUDY MASTER SUITE

W.I.C.

MASTER BATH

LAUNDRY

BEDROOM #2

3 CAR GARAGE

TILE SHOWER RECESS 3-1/2"

MIRROR

5'-0

" TUB BATH #2

12" VIN

YL

SH

ELV

ING

11

'-6

1/2

"3

3'-1

1/2

"2

4'-4

"

1'-4

"1

1'-8

"2

6'-1

"2

7'-1

1"

3'-4

"5

4'-0

"1

3'-0

"

1'-4

"2

'-0

"

57

'-4

"

3'-6" 4'-10" 6'-8" 5'-4" 1'-4"

23

'-0

"1

0'-8

"2

'-0

"4

'-0

"1

4'-4

"

20'-7 1/2"

12

'-0

"2

'-4

"4

'-0

"6

'-0

"6

'-8

"

12'-0" 2'-9 1/2" 6'-6 1/2" 4'-0" 7'-10" 3'-4 1/2" 13'-1 1/2"

12" VIN

YL

SH

ELV

ING

12" VINYL SHELVING

12" VNL SHLV

WASHERDRYER

30

'-3

1/2

"8

'-7

"1

2'-3

1/2

"

2'-3

"9

'-3

"1

'-6

"

DBL SINK W/ DISP

8'-7

1/2

"4

'-8

"

WALL TO 45" A.F.F. W/ TEMP GLS ABV

NOTE: INSTALL 1-3/8" THICKSOLID WOOD DOOR BETWEENLIVING AND GARAGE PERR302.5.1

NOTE: THE GARAGE SHALLBE SEPARATED FROM THE RESIDENCE AND ITS ATTICAREA BY NOT LESS THEN 1/2"GYPSUM BOARD APPLIED TOTHE GARAGE SIDE

D

8

8

8

8

8

8

8

8

83

8

8

83

8

8

B

A

A

A

A

4

2

1

MIR

RO

R

RANGE

REF S

PAC

E

OVERH

EAD C

ABIN

ETS

OVERHEAD CABINETS

10'-0" FLAT CEILING

COFFERED CEILING

COFFERED CEILING

FOYER

12" VNL

SHLV

15'-0" 6'-8" 9'-4" 18'-8"

49'-8"

3'-4

"

1'-4

"2

'-0

"2'-8

"

8'-0

"1

'-0

"4

'-3

1/2

"5

'-1

0 1

/2"

4'-8

"

1'-1

1 1

/2"6"

5'-2

"6

'-1

1/2

"2

'-1

"4

1/2

"

2'-2" 3'-0" 10"

8" 8" 8'-0" 8"

1'-4" 16'-0" 1'-4"

7'-0" 6'-8" 8" 7'-0" 28'-4"

11'-11" 1'-9" 7'-8"

COFFERED CEILING

3

3

33

VERIFY LOCATION WITH SITE PLAN. A/C NOT TO ENCROACH EASEMENT

MIN R-13 INSULATION

22" X 54" ATTIC ACCESS

ENTRY

PAVERS BY OTHERS

PAVERS BY OTHERS

A/H

KNEEWALL

ESCAPE

OPT.

49'-8"

21'-4" 28'-4"

70

'-4

"

70

'-4

"

STUB OUT FOR OPTIONAL OUTDOOR KITCHEN & SINK

A

C

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-8" FLAT CEILING

LT.

8'-0

"3

'-0

"

60" HIGH WALL W/ 8" BOND BEAM & 1#5 ROD

OPTIONAL

8

8

SEAT

POWDER BATH

3

RECESS 3-1/2"

10'-0" FLAT CEILING

DINING ROOM10'-0" FLAT CEILING

12" VNL SHLV

DW

10'-0" FLAT CEILING

5

4'-0

"3

'-7

"2

'-8

1/2

"

C

8'-7" 16'-2" 3'-7"

6'-2" 15'-2" 12'-10" 1'-4" 12'-10" 1'-4"

28'-4"

7'-2" 7'-3" 6'-2 1/2" 4'-3 1/2" 2'-6 1/2" 4'-0 1/2" 5'-0 1/2" 4'-2" 8'-11 1/2"

6" WALL

1'-8"

2'-9"

10

'-4

"4

'-0

"4

'-0

"

4'-3 1/2" 2'-5" 6'-4" 7'-0 1/2" 8'-11 1/2"

2'-11" 2'-9"

5'-8

1/2

"1

3'-5

1/2

"

2'-1

1"

2'-3

1/2

"

2'-2"

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

SQUARE FOOTAGELIVING AREA

GARAGE AREA

LANAI AREA

FRONT PORCH/ ENTRY AREA

2,344

618

368

38

TOTAL SQUARE FOOTAGE 3,368

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"

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 308.3.1.

3) PROVIDE SAFETY GLAZING AT BATH/ SHOWER PER FLORIDA BUILDING CODE R 308.3.1.

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) 2X6 KITCHEN KNEE WALL 34 1/2" TO TOP

7) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES@ 24" O.C. USE 5/8" DRYWALL OR 1/2" SAGRESISTANT PER SEC. 702.3.5

8) 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

9) INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEENLIVING AND GARAGE PER FLORIDA BUILDING CODER302.1.5,

10) ALL WINDOWS INSTALLED 72" ABOVE GRADE MUSTCOMPLY WITH R312.2.1 MIN 24" SILL HEIGHT ORPROVIDED WITH AN APPROVED WINDOW FALL PRVENTION DEVICE

11) STUB OUT FOR GAS @ OUTDOOR KITCHEN, RANGE,WATER HEATER, AND DRYER. VERIFY WITHCONTRACTOR AND SUBDIV. SPECS. A SEPERATEPERMIT IS REQUIRED FOR GAS PIPING.

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 BE INSTALLED AT OR ABOVE FLOOD PLUS 1'-0" FREEBOARD.

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

K:\1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

ORTO

N 2

019\M

OD

ELS

\2344 E

STAND

ARD

\REVIT

\2344 E

.rvt

A-3

FLOOR

# 2

344

E

MO

DEL

BGN

09/15/19

AD

DRS:

Ent

er

addre

ss h

ere

Pro

ject

Num

ber

1/4" = 1'-0"

FLOOR PLAN

DOOR SCHEDULETYPEMARK DESCRIPTION MANUFACTURER HEIGHT WIDTH COMMENTS COUNT

1 16080 OHGD GARAGE DOOR 8'-0" 16'-0" 1

2 8080 OHGD GARAGE DOOR 8'-0" 8'-0" 1

3 (3)-3080 SL. GL. DR. DISTINCTION 8'-0" 9'-0" 1

4 3080 FRONT ENTRY6 PANEL

DISTINCTION 8'-0" 3'-0" 1

5 14" SIDE LITE DISTINCTION 8'-0" 1'-2" 1

WINDOW SCHEDULE MARK DESCRIPTION MANUFACTURER HEIGHT WIDTH COMMENTS COUNT

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

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

C 2-35 SH 5'-3" 9'-0" 2

D 54"X18"FIXED GLASS

1'-6" 4'-6" 1

Page 4: TOP OF BEAM (ENTRY) ELEV. @ 10'-8...2-35 SH 2-25 SH 2-35 SH FINISH FLOOR ELEV. @ 0" FINISH FLOOR ELEV. @ 0" TOP OF BEAM (MAIN) ELEV. @ 10'-0" TOP OF BEAM (MAIN) ELEV. @ 10'-0" TILE

WH

HB

HB

MF

LANAI

GREAT ROOM

KITCHEN

BEDROOM #3

STUDY MASTER SUITE

W.I.C.

MASTER BATH

LAUNDRY

BEDROOM #2

3 CAR GARAGE

BATH #2

10'-0" FLAT CEILING

10'-0" FLAT CEILING COFFERED CEILING

COFFERED CEILING

FOYER

COFFERED CEILING

HIP

HIP

VALLEY

VALLEY

RID

GE

HIP HIP

HIP

RID

GE

RID

GE

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

HIP

HIP HIP

RID

GE

HIP

HIPVALLEY

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-8" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

ENTRY

POWDER BATH

A

A-4

B

A-4

A

A-4

A/H

ATTIC VENTILATIONVERIFY VENTING REQUIREMENTSWITH ENERGY CALCULATIONS

WITHOUT OFF RIDGE VENTS WITH OFF RIDGE VENTS (O.R.V.)

ATTIC AREA(FBC R806)

VENTILATION REQUIRED(ATTIC AREA 1/150)

VENTILATION REQUIRED(ATTIC AREA 1/300 INSTALL PER

FBC R806.2 MINIMUM AREA REQUIREMENTS)

MARK

1

SQUARE FOOTAGE

2344 SQ. FT.

SOFFIT VENTS

20.90 SQ. FT.

MIN AIR FLOW

OF SOFFIT

6.62%

OFF RIDGE VENTSMIN AIR FLOW

OF SOFFIT

TOTAL

VENTILATION

O.R.V. NOT USED

ATTIC VENTILATION CALCULATIONATTIC VENTILATION CALCULATION

ATTIC SQ. FT. / 150 = VENTED SQ. FT. ATTIC SQ. FT. / 300 = VENTED SQ. FT.

OFF RIDGE EXHAUST VENT SIZES(AREA NET FREE SQUARE FEET)

6'-0" BASE

BASE

-2'-0"

25" BASE

25" BASE

18" BASE

17" BASE

1.45 SQ. FT.

FREE AREA

1 SQ. FT.

FREE AREA

.38 SQ. FT.

FREE AREA

ELEVATION @ BEARING

ELEVATION @ +24"

BEARING HEIGHT

= BEARING @ 10'-0"

= BEARING @ 10'-8"

= INTERIOR BEARING

@ 10'-0"

ELEVATION @ +12"

ELEVATION @ BEARING

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:

DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

FLORIDA BUILDING CODE 2017 - 6TH EDITION

As indicated

K:\1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

ORTO

N 2

019\M

OD

ELS

\2344 E

STAND

ARD

\REVIT

\2344 E

.rvt

A-4

ROOF

# 2

344

E

MO

DEL

BGN

09/15/19

AD

DRS:

Ent

er

addre

ss h

ere

Pro

ject

Num

ber

1/4" = 1'-0"

ROOF PLAN

3/8" = 1'-0"A-4A COFFER DETAIL

3/8" = 1'-0"A-4B COFFER DETAIL B

Page 5: TOP OF BEAM (ENTRY) ELEV. @ 10'-8...2-35 SH 2-25 SH 2-35 SH FINISH FLOOR ELEV. @ 0" FINISH FLOOR ELEV. @ 0" TOP OF BEAM (MAIN) ELEV. @ 10'-0" TOP OF BEAM (MAIN) ELEV. @ 10'-0" TILE

WH

HB

HB

MF

PPP

TV

TV

TV

TV

TV

T

T

J

ELECTRICAL NOTES:

ALL OUTLETS IN WET AREAS AND ALL

ALL ELECTRIC, ELECTRICAL EQUIPMENT AND APPLIANCES TO BE SET AT

OR ABOVE BASE FLOOD ELEVATIONS 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)

RECESSED 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

DB

SCD

SD

SD

SCD

SD

SD

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)

STUB OUT FOR GARAGE DOOR OPENER

ELEC METER

200 AMP PANEL

GFI @ 42" A.F.F.

GFI @ 42" A.F.F.

VP

EXH. FAN

EXH. FAN

EXH. FAN

GFI WP

GFI WP

GFI WP

VP

A A

AA

A

A

A

A A A

A

A A

AA

OPT.OPT.

OPT.OPT.

OPT. OPT.

OPT.OPT.

A/H

OPT.

OPT.

A

GFI

GFI

GFI @ 42" A.F.F.

GFI

GFI

A

A

AA

ELECTRICAL PLAN 2344

200 AMP SERVICE

TAGABCDEFGHIJKLMNOPQ

QUANTITY PRODUCT(37)(3)(5)(X)(5)(X)(X)(3)(X)(1)

(4)(3)(X)(X)(X)(X)(X)

(RECESSED CANS)(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)

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.

300 AMP ELECTRICAL RISER DIAGRAM

150 AMP

PANEL

150 AMP

PANELM

(2) 2/0 AL & (1) 1/0 AL

OR CU EQUIVALENT

#6 CU MIN. TO (2) GROUND RODS,

AT LEAST 6FT APART.

POWER CO.

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:

DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

FLORIDA BUILDING CODE 2017 - 6TH EDITION

As indicated

K:\1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

ORTO

N 2

019\M

OD

ELS

\2344 E

STAND

ARD

\REVIT

\2344 E

.rvt

A-5

ELECTRICAL

# 2

344

E

MO

DEL

BGN

09/15/19

AD

DRS:

Ent

er

addre

ss h

ere

Pro

ject

Num

ber

1/4" = 1'-0"

ELECTRICAL PLAN

STUB OUT FOR OPTIONAL OUTDOOR KITCHEN & SINK

OPTIONAL WP GFI BELOW COUNTER TOP FRO FRIDGE

OPTIONAL WP GFI ABOVE COUNTER TOP

Page 6: TOP OF BEAM (ENTRY) ELEV. @ 10'-8...2-35 SH 2-25 SH 2-35 SH FINISH FLOOR ELEV. @ 0" FINISH FLOOR ELEV. @ 0" TOP OF BEAM (MAIN) ELEV. @ 10'-0" TOP OF BEAM (MAIN) ELEV. @ 10'-0" TILE

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 @ 6" 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

TILE ROOF PER NOTE 4 ON A-6.OR 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

K:\1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

ORTO

N 2

019\M

OD

ELS

\2344 E

STAND

ARD

\REVIT

\2344 E

.rvt

A-6

SECTIONS

# 2

344

E

MO

DEL

BGN

09/15/19

AD

DRS:

Ent

er

addre

ss h

ere

Pro

ject

Num

ber

Page 7: TOP OF BEAM (ENTRY) ELEV. @ 10'-8...2-35 SH 2-25 SH 2-35 SH FINISH FLOOR ELEV. @ 0" FINISH FLOOR ELEV. @ 0" TOP OF BEAM (MAIN) ELEV. @ 10'-0" TOP OF BEAM (MAIN) ELEV. @ 10'-0" TILE

WH

HB

HB

MF

1'-4

"1

1'-8

"5

4'-0

"1

'-4

"2

'-0

"

67

'-0

"3

'-4

"

15'-0" 5'-4" 1'-4" 8" 8'-0" 8" 1'-4" 16'-0" 1'-4"

15'-0" 6'-8" 9'-4" 18'-8"

49'-8"

28'-4"

2'-3

"9

'-3

"1

'-6

"

22

'-8

"4

'-4

1/2

"3

'-7

"2

'-8

1/2

"

20

'-8

"1

2'-8

"1

8'-8

"

30

'-8

"1

'-6

1/2

"2

0'-8

"2

'-9

"1

'-9

"1

2'-1

1 1

/2"

ELEV. @ 0'-(-4")

TILE SHOWERRECESS 3-1/2"

16'-0" X 8'-0" O.H. GARAGE DR.

PROVIDE 1/4" WATER LINE @ REF. SPACEFOR ICE MAKER

RUN CONDUIT FOR ELECTRIC AT ISLAND

8'-0" X 8'-0" O.H. GARAGE DR.ELEV. @ 0'-(-4")

STANDARD SGD RECESS 1-1/2". IMPACT GLASS SGD RECESS 2-1/2".

PAVERS BY OTHERS

2" SLO

PE

6" X 12" RECESS

6" X 12" RECESS

METER VERIFY LOC.

PAVERS BY OTHERS

SINK & DISP

RANGE

1'-4

"2

'-0

"

8'-0

"

2'-0" 2'-8" 9'-8" 7'-4" 28'-0"

2'-0

"

AA

A

INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.5.1

8F8-1B SET AR GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 10'-0" ADD #5 VERT @ 48" O.C. GROUT ALL SOLID

70

'-4

"

49'-8"

21'-4" 28'-4"

70

'-4

"

14'-2" 14'-2"

F3 W

/ C

URB

RECESS 3-1/2"

F3

F3 W/ CURB

F6

F6A

P P

F3

11'-2" 9'-11 1/2" 1'-10 1/2" 3'-0" 5'-5 1/2" 13'-11 1/2" 4'-3"

21'-8" 5'-4 1/2" 4'-11 1/2" 3'-0" 3'-2" 5'-2" 6'-4"

F3

F3

F3

F3

F6A

A

A

A

A

AA

16" SQAURE MASONRY COLUMN W/ (4) #5 VERTICAL

STUB OUT FOR OPTIONAL OUTDOOR KITCHEN & SINK

60" HIGH WALL W/ 8" BOND BEAM & 1#5 ROD

OPTIONAL

F3

SAWCUT SLAB PER DETAIL 5/S-3

P

F3

#5 BAR IN GROUTED CELL. 25" WITH #5 DOWEL OUT OF SLAB, WITH 7" HOOK INTO TOP OF BOND BEAM

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"

SET A/C PAD ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1

SET W/H 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

9" 4'-5" 10"

PROVIDE TERMITE TREATMENT WITH "BORA CARE"

DWREF. SPACE

WASHERLT

1'-8

"

FIN. GRADE

#5 DOWEL WITH7" HOOK, EMBED5" MIN.

2 #5 CONT. W/3" CLEAR COVER.

1'-0"

1'-0"

MIN

.

2'-1

"

1'-8

"

FIN. GRADE

#5 DOWEL WITH7" HOOK, EMBED5" MIN. BELOWGARAGE 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 INCLUDEDIN FOOTING DIMENSIONS

2'-1

"

3" CLEAR COVER2 #5

8"

1'-4"

8"X8" CONC. RIBBONW/ 1 #5 ROD CONT.

1" 3"

8"

8"

PAVERSMORTAR

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

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

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. # DENOTES PAD FOOTING AT CONCENTRATED LOADS PER SCHEDULE THIS SHEET.

4. PROVIDE #5 VERTICAL REINFORCING AT DOT LOCATIONS SHOWN ON PLAN FROM FOOTING

TO BOND BEAM.

5. ALL DIMENSIONS ARE TO OUTSIDE FACE OF MASONRY WALLS. SOME SLAB EDGES MAY

EXTEND BEYOND FACE OF WALL.

6. FOR DIMENSIONS OF ROUGH OPENINGS IN MASONRY WALLS, COORDINATE WITH WINDOW/

DOOR SUPPLIER.

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

SCALE: 3/16" = 1'-0"

6"

10

"

GRADE

4" CONC. SLAB

(2) #5 RODS CONT.

1'-0"

RECESS

3" CLEAR COVER1 #5

8"

8"

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:

DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

FLORIDA BUILDING CODE 2017 - 6TH EDITION

As indicated

K:\1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

ORTO

N 2

019\M

OD

ELS

\2344 E

STAND

ARD

\REVIT

\2344 E

.rvt

S-1

FOUNDATION PLAN

# 2

344

E

MO

DEL

BGN

09/15/19

AD

DRS:

Ent

er

addre

ss h

ere

Pro

ject

Num

ber

1/4" = 1'-0"

FOUNDATION PLAN

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

1/2" = 1'-0"

GARAGE DOOR RECESS1/2" = 1'-0"

"F6A" STEP DOWN

Page 8: TOP OF BEAM (ENTRY) ELEV. @ 10'-8...2-35 SH 2-25 SH 2-35 SH FINISH FLOOR ELEV. @ 0" FINISH FLOOR ELEV. @ 0" TOP OF BEAM (MAIN) ELEV. @ 10'-0" TOP OF BEAM (MAIN) ELEV. @ 10'-0" TILE

WH

HB

HB

V5

V3

V7

V5A

V3

V5

A2

A1

A1

A1

A1

A1

A1

A1

A2A

EJ5

CJ5C

EJ5

EJ5

EJ5

EJ5

EJ5A

CJ3

CJ1

EJ7

EJ7

EJ7

EJ7

EJ7

CJ5

CJ3

CJ1

CJ5

CJ3

CJ1

CJ5

CJ3

CJ1

HJ7

HJ7

A3A

A4A

A5A

A6A

A7A

A8A

A9A

A10A

A11A

A12A

A13A

CJ5J

CJ3H

CJ1

EJ7H

CJ5H

CJ3H

CJ1

HJ7H

B1

CJ5B

CJ3

CJ1

EJ7

EJ7

EJ7

CJ5

CJ3

CJ1

CJ5

CJ3

CJ1

CJ5

CJ3

CJ1

HJ7H

J7

B2

CJ5

CJ3

CJ1

CJ5

CJ3

CJ1

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

CJ5A

CJ3

CJ1

CJ5A

CJ3

CJ1

EJ7

EJ7

EJ7

EJ7A

EJ7A

EJ7A

EJ7A

EJ7A

EJ7A

EJ7A

HJ7

A3

A4

A5

A6

A7

A8

A9

A10

A11

MF

TRUSS STRAPPING TO MASONRY

MAX TRUSS UPLIFT @ 24" OC (LBS)

CONNECTOR FASTENER

161518702430 (1 PLY)2800 (2 PLY)3170 (2 PLY)5005

(1) HTA16-18(1) HTA20 (2)HTA16- 18(2)HTA16 -18(2) HTA20 HTT45

10-10dx1/2", EMBED 4"10-10dx1/2", EMBED 4"10-10dx1/2", EMBED 4"10-10dx1/2", EMBED 4"10-10dx 1/2", EMBED 4"5/8"ø ATR, EPOXY 12"

INSTALL HTA 16-18 AT ALL TRUSSES TO 1615 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/L OF WALL.

2. CONNECTORS ARE USP STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP 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.

4. ' ATR' = ALLTHREAD. DRILL AND EPOXY WITH USP EPOXY PER MFR. INSTRUCTIONS. REV2

TRUSS STRAPPING TO STUDWALL/ WOOD BEAM

MAX TRUSS UPLIFT @ 24" OC (LBS)

CONNECTOR FASTENER

1005201030151285257038555140

(1)MTW16(2) MTW16(3) MTW16(1) HTW20 (2) HTW20(3) HTW20 (4) HTW20

12-10dX1-1/2"12-10dX1-1/2"12-10dX1-1/2"24-10dX1-1/2"24-10dX1-1/2"24-10dX1-1/2"24-10dX1-1/2"

INSTALL AT ALL TRUSSES TO 1005 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 USP STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTUCTIONS. REV2

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

1'-4"

GR

OU

TE

D

1#5 TOP

1#5 BOTTOM

8F8-1B8F8-0B

8F16-1B/1T

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 AND FLOOR TRUSS BEARING ELEVATION VARIES, SEE LEGEND.

2. ROOF AND FLOOR 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 13/S-3.

7. "SW" DENOTES PLYWOOD SHEARWALL PER SCHEDULE THIS SHEET.

LANAI

GREAT ROOM

KITCHEN

BEDROOM #3

STUDY MASTER SUITE

W.I.C.

MASTER BATH

LAUNDRY

BEDROOM #2

3 CAR GARAGEBATH #2

10'-0" FLAT CEILING

COFFERED CEILING

COFFERED CEILING

FOYER

COFFERED CEILING

8F8

-0B

8F8

-0B

8F8

-0B

8F8-0B 8F8-1B

8F1

6-1

B/1

T

8F8

-0B

8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 10'-0". ADD VER @ 48" O.C. GROUT ALL SOLID.

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 SEPERATION IS A FLOOR-CEILING ASSEMBLY THE STRUCTURE SUPPORTING THE SEPERATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT

WHERE DRYWALL CEILING IS APPLIED TO TRUSSES AT 24" O.C. USE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5

#5 VERTICAL @ DOT LOCATION (48" O.C. MAX) IN GROUTED CELL W/ 7" HOOK INTO BOND BEAM

8"X8" CONTINUOUS MASONRY BOND BEAM AT TOP OF WALL. WITH 1 #5 BAR. PROVIDE CORNER BARS PER 8/S-3

CORNER BARS IN BOND BEAM PER 8/S-3

ATTIC ACCESS

EXTERIOR CEILING PER 2/S-3

HIP

HIP

VALLEY

VALLEY

RID

GE

HIP

HIP

HIP

RID

GE

HIP

RID

GE

HIP

HIP

HIP

HIP

RID

GE

10'-0" FLAT CEILING

10'-0" FLAT CEILING10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-8" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

ENTRY

POWDER BATH

1-HTA16-18 @ A11

(+3

1.2

-3

3.8

)

(+3

1.2

-3

3.8

)

8F8-1B

(+31.2 -33.8)

8F16-1B/1T8F16-1B/1T

(+2

7.6

-3

1.2

)

1-HTA20 @ A11

1-HTA16-18 TYP.

(+31.2 -33.8) (+31.2 -33.8)

1-HTA16-18 @ A11

WHERE ROOF SHEATHING CONTACTS ONLY THE EDGE OF ROOF TRUSSES. INSTALL BEVELLED BLOCKING PER DETAIL THIS SHEET ( DRHORTON REQUIREMENT)

1-HTA16-18, TYPICAL

(+3

1.2

-3

3.8

)

1-HTA16-18, TYPICAL

(+3

1.2

-3

3.8

)

STUD BEARING WALL, 2X4 SPF #2 @ 16" O.C. WITH BLOCKING AT MID POINT, SPH4 TOP AND BOTTOM AT 16" O.C. PT SILL PLATE WITH 1/2"X6" EXPANSION BOLT @ 32" O.C. WITH 2" WASHER

2-MTW16, TYP.

8F8-0B

(+31.2 -41.8) (+31.2 -33.8)

8F8-0B 8F8-0B

(+27.6 -31.2)

(+26.4 -29.4)

(+31.2, -33.8) WIND PRESSURES PER ASCE7-10, 170 MPH, EXPOSURE B, AND CONVERTED TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR (Vasd= 124 MPH, RICK CAT II, ENCLOSED, kd=0.85, H <30')

(+31.2 -33.8)

1-HTA16-18 @ A13A

1-HTW20 @ A13A

8F8-1B, BOTTOM @ 8'-8" W/ COURSING TO 8X8 BOND BEAM W/ 1#5, TOP @ 10'-8"

12

S-3

11

S-3

1

S-4

8X8 CONTINUOUS MASONRY BOND BEAM AT TOP OF WALL WITH 1 #5 BAR, PROVIDE CORNER BARS PER 8/S-3

BEARING HEIGHT

= BEARING @ 10'-0"

= BEARING @ 10'-8"

= INTERIOR BEARING

@ 10'-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

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:

DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

FLORIDA BUILDING CODE 2017 - 6TH EDITION

As indicated

K:\1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

ORTO

N 2

019\M

OD

ELS

\2344 E

STAND

ARD

\REVIT

\2344 E

.rvt

S-2

ROOF FRAMING PLAN

# 2

344

E

MO

DEL

BGN

09/15/19

AD

DRS:

Ent

er

addre

ss h

ere

Pro

ject

Num

ber

1/4" = 1'-0"

ROOF FRAMING PLAN

TRUSS BEARING CONDITIONS AND STRAPPING IS BASED ON TRUSS LAYOUT PREPARED BY BUILDERS FIRST SOURCE JOB# MASTER DATED: 01/29/18 REVISED: NONE