a-1 k k (1).pdf4" slab w/ 2,500 psi conc. w/ 6x6 # 10/10 w.w.m. reinforcing over 6 mill...

FINISH FLOORELEV. @ 0"


6

12

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


TOP OF BOND BEAM (LANAI)ELEV. @ 12'-0"


6

12

6

12

D2

E3

D2

D1

D3

D1

D2

D2

D2D2

D3A5X4

D2

A5

D2

D1

A5X4A5X4

A5

TYP.

1'-4"

2'-2

"

15

'-1

0"

A5

TILE OR SHINGLE ROOF

TOP OF BOND BEAM (ENTRY)ELEV. @ 16'-0"

HEEL IN TRUSS TO 18'-2 3/4"

4'-4

"1

1'-2

"

8'-0" REFERENCEELEV. @ 8'-0"


LOWER LENTIL THIS AREASEE DETAIL 7/S-4

A3

A3

6'-8

"

3'-6

"

3'-6

" 6'-0

"

2'-0

"6

"8

'-0

"

ELECTRIC METER

R 5

'-0" 1'-4"

1/2 36 SHARCH TOP

1/2 36 SHARCH TOP

1/2 36 SHARCH TOP

1/2 36 SH1/2 36 SH

72"X24"2-3080 FR. DR.

TRANSOM ABV1/2 36 SH1/2 36 SH18" x 24" FG

18" x 24" FG

18" x 24" FG1/2 35 SH1/2 35 SH



6

12

6

12

6

12





3-4080 PKT. SL. GL. DR.

8'-0

"




HEEL IN TRUSS TO ROOF PLANE

DECO TEXTURE FINISH OVER CONC. BLK

ELECTRIC METER

1'-4"

TOP OF WALL 43"

13'-7 1/2"

26 SH 26 SH 6'x6'x5' Tall

?MITERED GLASS 2880 ENTRY72"x60" FIXED GLASS

FLASHING AND DRIP EDGE PER NOTES IN TABLE 3 ON A-6

SEE STRUCTURAL

1'-4"

CANTILEVER

6

12

SOFFIT DETAIL SCALE: 3/4"=1'-0"







8080 PKT SL. GL. DR. 16080 OHGD 8080 OHGD2880 MITERED GLASS

6

12

6

12

6

12


DECO. TEXTUREFINISH ON CONC.BLOCK

1'-4"

CANTILEVERTRUSSCANTILEVER

TRUSS

1'-4"



25 SH. 25 SH. 25 SH.


A/C DISCONNECT

8'-0

"

2'-0"







6

12

6

12

6

12

3080 24 SH 26 SH 1/2 35 SH 1/2 35 SH26 SH


DECO. TEXTUREFINISH ON CONC.BLOCK

CANTILEVERTRUSS

CANTILEVERTRUSS

1'-4"1'-4"


8'-0" REFERENCEELEV. @ 8'-0"ELECTRIC METER

A/C DISCONNECT

2'-0"

HEEL IN TRUSS TO ROOF PLANE

ALLOW 2" FOR HURRICAN SHUTTERATTACHMENT2"

TYPICAL WINDOW BANDING DETAIL

6"

8"

4"

6"

A1

A2

8"

8"

10"

1'-0

"

3 1/2"

6"

6"

3 1/2"

4"

2"

4 1/2"

8"

3"

/

6"

.

2 1/2"

6"

.

3 1

/2"

1 1/2"

6"

8"

3"

10

"

10" 1 1/4"

1 1

/2"

A3

A4

D5

D2

D1

C3

C2

C1

2.74"

B1

B3

B5

B6

B7

1.59"

1 1/2"

BANDING DETAILS

6"

D4

E1

2 1/2"

1'-1

"

E2

2 1/2"

2'-3

"

E3

2 1/2"

10

"

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:

DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

FLORIDA BUILDING CODE 2017 - 6TH EDITION

As indicated

L:\0

-New D

ata\

1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

ORTO

N 2

019\M

OD

ELS

\3692 K

STAND

ARD

\REVIT

\3692 K

.rvt

A-1 K

ELEVATION

36

92 K

Pro

ject

Nam

e

JSL

11/19/19

AD

DRS:

Ent

er

addre

ss h

ere

Pro

ject

Num

ber

3/16" = 1'-0"

FRONT ELEVATION

3/16" = 1'-0"

REAR ELEVATION

3/16" = 1'-0"

LEFT SIDE ELEVATION

3/16" = 1'-0"

RIGHT SIDE ELEVATION

WH

MF

ELEV. @ 0'-(-4")

TIL

E S

HO

WER

RECES

S 3

-1/2

"

18'-0" X 8'-0" O.H. GARAGE DR.

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

RECES

S

RUN CONDUIT FOR ELECTRIC AT ISLAND

TIL

E S

HO

WER

RECES

S 3

-1/2

"

TIL

E S

HO

WER

RECES

S 3

-1/2

"

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

HB

ELEV. @ 0'-(-4")

RECESS SGD 1-1/2" FOR CONCRETE LANAI. RECESS 2-1/2" FOR IMPACT WINDOWS.

PAVERS BY OTHERS

PAVERS BY OTHERS

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

2" SLO

PE

6" X 12" RECESS 6" X 12" RECESS

METER VERIFY LOC.

PAVERS BY OTHERS

0" 109'-8" 1'-8"

18'-9" 5'-9" 3'-6 1/2" 5'-8 1/2" 14'-0" 3'-4" 1'-6" 3'-4" 18'-10" 5'-1" 31'-6"

6'-1

"

2'-3

"3

'-1

0"

10

'-3

"4

'-0

"3

'-4

"6

'-4

"1

'-0

"

6'-4

"1

7'-4

1/2

"

8'-1

0"

4'-4

"9

'-1

0"

4'-2

"1

4'-8

"4

'-2

"

23

'-0

"

70

'-0

"

6'-0" 18'-0" 2'-0" 8'-0" 1'-4"1'-8"

9'-0

"9

'-1

"7

'-7

"3

'-0

"7

'-8

"3

'-0

"7

'-8

"2

3'-0

"

10

"6

'-0

"1

0"

3'-0" 3'-0"

3'-4"

8'-6

"

70

'-0

"

31

'-0

"3

9'-0

"1'-0" 14'-8" 1'-0" 6'-4" 4'-0" - -

3'-8" 4'-2" 8'-0" 7'-2"

23'-0"

20

'-0

"1

'-0

"1

8'-0

"

111'-4"

1'-0"

1'-0" 9'-0"

5'-4

"1

0'-4

"2

'-0

"2

'-8

"8

"8"

4'-0

1/2

"1

2'-3

"0

"4

'-4

1/2

"

37'-0"

38'-8" 2'-6" 4'-10" 1'-8"

29'-7" 8'-2" 4'-5" 4'-2"

SINK & DISP

RANGE

16

'-4

"1

4'-8

"

1'-9"

111'-4"

WOOD POST SEE S-1

1'-0

"1

3'-8

"1

6'-4

"

23'-0" 10'-0" 46'-4" 32'-0"

1'-0" 7'-8" 1'-4"

4'-10"

W

3'-4" 2'-8"

LT

HB

HB

HB


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%. PROVIDE TERMITE TREATMENT WITH "BORA CARE"

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"

LOWEST POINT OF GARAGE SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP

ELEV. @ 0'-(-4")

STUB OUT FOR OPTIONAL OUTDOOR KITCHEN & SINK

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

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


MIN

.

1'-7

"

FINISH

15" MIN.

10

'-0

"

FRONT ELEVATION

MAX.

3'-0"

MIN

.

1'-7

"

MIN

.

6'-8

"

SLOPED CEILING

SIDE ELEVATION

21" MIN.

TO FIXTURES,WALLS OR DOORS

MIN.

1'-0"

10

'-0

"

VARIE

S

2'-7

"4

"

MIRROR

FAUCET

SIDE ELEVATION

OR DOORS

21" MIN. TOFIXTURES, WALLS "21

VARIE

S

VARIE

S

29

1/2

" M

IN.

4"

10

'-0

"

KICK PLATE

MIRROR

VARIES

VARIES

FAUCET

FRONT ELEVATION

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:



As indicated

L:\0

-New D

ata\

1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

ORTO

N 2

019\M

OD

ELS

\3692 K

STAND

ARD

\REVIT

\3692 K

.rvt

A-2 K

SLAB-PLUMBING

36

92 K

Pro

ject

Nam

e

JSL

11/19/19

AD

DRS:

Ent

er

addre

ss h

ere

Pro

ject

Num

ber

3/16" = 1'-0"

SLAB & PLUMBING PLAN

WATER CLOSET CLEARANCE DETAIL

VANITY SINK CLEARANCE DETAIL

WD

OV

EN

WH

MF

MASTER SUITE

BEDROOM #2BEDROOM #3

3 CAR GARAGE

DINING ROOM

GREAT ROOM

KITCHEN

UTILITY

LANAI

ENTRY

CAFE

BONUS ROOMW.I.C.

W.I.C.

W.I.C.

BATH #2

TIL

E S

HO

WER

RECES

S 3

-1/2

"

TIL

E S

HO

WER

RECES

S 3

-1/2

"

TIL

E S

HO

WER

RECES

S 3

-1/2

"

5'-0

" TUB

VINYL SHELVINGVINYL SHLV

VIN

YL

SHELV

ING

VIN

YL

SHLV

VINYL SHELVING

VINYL SHELVING

VIN

YL

SHELV

ING

VIN

YL

SHELV

ING

VIN

YL

SHELV

ING

VIN

YL

SHELV

ING

SEAT

MIRROR

MIRROR

MIR

MIR

1

3

5

1

4

2

6 7

E

E

E

FG

BG

B

G

G

H

B

B

A

A

A

D

D

D

RANGE

DBL SINK

DW

OVERHEAD CABINETS

OVERHEAD CABINETS

OVERH

EAD

CABS

VIN

YL

SHELV

ING

13'-0" COFFERED CEILING

STUDY13'-0" COFFERED CEILING





FOYER13'-0 COFFERED CEILING

13'-0 COFFERED CEILING

PANTRY

10'-0" FLAT CEILING

10'-0" FLAT CEILING

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

12'-0" FLAT CEILING

21'-6" 14'-2 1/2" 16'-1" 8'-3" 12'-11" 12'-2 1/2" 24'-6"

0"

2'-6

"1

1'-4

"2

'-6

"1

3'-8

"1

'-0

"

31

'-0

"3

9'-0

"

1'-0

"1

9'-0

"1

'-0

"1

8'-0

"

1'-0" 14'-8" 1'-0" 6'-4" 10'-0"

3'-4

"7

'-4

"

5'-4

"8

'-2

"2

'-2

"2

'-0

"2

'-8

"8

"8"

4'-2

"1

2'-0

"8

"3

'-1

0"

23'-0" 1'-0" 9'-0" 1'-9" 8'-10" 30'-1 1/2" 5'-7 1/2"

1'-4"

-

4'-5

"2

'-8

"1

'-1

1"

2'-6

"2

'-8

"2

'-8

"1

'-3

"6

'-0

"1

'-7

"3

'-0

"1

0"

6'-0

"1

0"

3'-0

"5

'-6

1/2

"2

'-1

1/2

"

7'-7

"7

'-8

"1

3'-8

"1

8'-1

"

47

'-0

"2

3'-0

"

4'-9

5/8

"3

'-0

3/8

"2

'-8

"2

'-8

"5

'-8

"4

'-2

"

70

'-0

"

70

'-0

"

6'-0" 18'-0" 2'-0" 8'-0" 1'-4"

3'-4"

7'-1

1 1

/2"

8"

4'-0

1/2

"8

"7

'-7

1/2

"2

5'-4

"1

0'-1

0 1

/2"

6'-5

1/2

"6

'-4

1/2

"

16'-1" 7'-5" 5'-4" 3'-6" 8'-6" 5'-2"

6'-1

0"

8'-3

1/2

"1

3'-1

"9

'-2

5/8

"1

5'-3

7/8

"4

'-5

"1

2'-1

0"

18'-9" 5'-9" 3'-6 1/2"2'-11 1/2" 3'-2" 13'-3" 6'-6" 4'-0" 13'-11" 7'-6" 30'-4"1'-8"

10

'-2

"1

2'-1

0"

23

'-0

"

1'-6" 20'-0" 1'-0" 5'-0"

10'-2"

12'-0" FLAT CEILING

MITERED GLASSWINDOW SILL AT2'-8" A.F.F. HEAD AT9'-4" OR 9'-0" FIELD VERIFY

GALLERY12'-0" FLAT CEILING

3

3

2

2

2

3

2

2

2

2

2

1P.K.

5 5

3 3

2

4

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

22" X 54"ATTIC ACCESS

MIN. R-13 INSULATION

SAFETY G

LAZED

A/HUNIT

SAFETY G

LAZED

LINEN

VERIFY LOCATION WITHSITE PLAN, A/C NOT TOENCROACH EASEMENT

VERIFY LOCATION WITHSITE PLAN, A/C NOT TOENCROACH EASEMENT

SAFETY GLAZED

EGRESSEGRESS

SAFETY GLAZED SAFETY GLAZED

12"X12"MASONRYCOLUMNS


8'-8

"4

'-2

"

5'-0

"

11'-7"

20

'-0

"8

'-9

"6

'-0

"

2'-9"

I

30'-4"

16'-0" FLAT CEILING

12'-0" FLAT CEILING

12'-0" FLAT CEILING

12'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

12'-0" FLAT CEILING

10'-0" FLAT CEILING


LANAI

111'-4"

BATH #3

C CC

J

2'-8"

8" 4'-2" 8'-0" 4'-0"

2017 ACCESSIBLE

6" WALL

6" W

ALL

6" WALL

6" W

ALL

6" W

ALL

REF SPACE

3'-4"

ESC

APE

4'-8

"6

'-2

"2

'-7

"

LINEN

NICHE

NICHE

POST

SAFETY GLAZED

D

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

CROWN M&M 41M

DRYWALL BOX BEAMS 12" X 8" DEEP

MASTER BATH

2'-0

"

2'-0"

2'-0"

2'-0

"

2'-0"

2'-0

"

2'-0

"2

'-0

"

-

PRIVACY WALL

PRIVACY WALL

111'-4"

33'-0" 46'-4" 30'-4" 1'-8"

2

6" WALL

BOX OUT BEAMS SAME THICKNESS AS COLUMNS ALL THE WAY ACROSS REAR WOOD BOX 8" DEEP

UP OVER SLIDER

WOOD BOX 8" DEEP UP OVER SLIDER

8'-0

"

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) 2X6 KITCHEN KNEE WALL 34" 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 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

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"

SQUARE FOOTAGELIVING AREA

GARAGE AREA

LANAI AREA

ENTRY AREA

3,697

726

755

46

TOTAL SQUARE FOOTAGE 5,224

2'-6"

1'-8

"

4'-0

"

MIN.

3'-2"

TOWEL BAR

TOILET PAPER ROLL

MIN.

4".

MIN.

4".

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

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

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:



As indicated

L:\0

-New D

ata\

1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

ORTO

N 2

019\M

OD

ELS

\3692 K

STAND

ARD

\REVIT

\3692 K

.rvt

A-3 K

FLOOR

36

92 K

Pro

ject

Nam

e

JSL

11/19/19

AD

DRS:

Ent

er

addre

ss h

ere

Pro

ject

Num

ber

3/16" = 1'-0"

FLOOR PLAN

DOOR SCHEDULETYPEMARK DESCRIPTION MANUFACTURER HEIGHT WIDTH COMMENTS COUNT

1 2880 ENTRY DISTINCTION 8'-0" 2'-8" 2

2 3080 ENTRY DISTINCTION 8'-0" 3'-0" 1

3 (2)-4080 PKT SL. GL. DR. DISTINCTION 8'-0" 8'-0" 1

4 2-3080 FR. DOORS DISTINCTION 8'-0" 6'-0" 1

5 (3)-4080 PKT SL. GL. DR. DISTINCTION 8'-0" 12'-0" 1

6 18080 O.H.G.D CLOPAY 8'-0" 18'-0" 1

7 8080 O.H.G.D. CLOPAY 8'-0" 8'-0" 1

TOTAL: 8

WINDOW SCHEDULE MARK DESCRIPTION MANUFACTURER HEIGHT WIDTH COMMENTS COUNT

A 18"X24" FIXED GLASS 2'-0" 1'-6" 3

B 1/2 35 SH 5'-0" 2'-2" 4

C 25 SH 5'-0" 3'-1" 3

D 1/2 36 SH (1/2 ARCH TOP) 6'-0" 2'-0" 4

E 1/2 36 SH RAD TOP 6'-0" 2'-0" 3

F 24 SH 4'-0" 3'-1" 1

G 26 SH 6'-0" 3'-1" 4

H 60"X72" FIXED GLASS 5'-0" 6'-0" 1

I 24"X72" TRANSOM 2'-0" 6'-0" 1

J MITERED GLASS 5'-4" 3'-0" 1

TOTAL: 251" = 1'-0"DIMENSION SCHEDULE

WD

OV

EN

WH

MF

MASTER SUITE

BEDROOM #2

BEDROOM #3

3 CAR GARAGE

DINING ROOM

GREAT ROOM

KITCHEN

UTILITY

LANAI

ENTRY

CAFE

BONUS ROOMW.I.C.

W.I.C.

W.I.C.

BATH #2


STUDY13'-0" COFFERED CEILING




11'-0"COFFERED CEILING

FOYER13'-0"COFFERED CEILING


PANTRY

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

12'-0" FLAT CEILINGRIDGE

RIDGE

RIDGE

RIDGE

RIDGE

RID

GE

RID

GE

HIP HIP

HIP

HIP

HIP

HIP

HIP

HIP

HIP

HIP

HIP

HIP

HIP

HIP

HIP

HIP

HIP

VALLEY

VALLEY

VALLEY

VALLEY

VALLEY

VALLEY

12'-0" FLAT CEILING

12'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

11"

11"

1'-0"

2'-0"

2'-0"

2'-0"

2'-0" 2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"


12'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

12'-0" FLAT CEILING

LANAI

ATTIC ACCESS

ATTIC ACCESS

VALLEY

12'-0" FLAT CEILING

12'-0" FLAT CEILING

12'-0" FLAT CEILING

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

10'-0" FLAT CEILING

16'-0" FLAT CEILING

AD

D H

EEL

IN

TRUSSES T

O 1

2'-0

"

12'-0" FLAT CEILING

12'-0" FLAT CEILING

BATH #3

FEILD FRAME CRICKET

MASTER BATH

2'-0"

2'-0

"

BEARING HEIGHT

= BEARING @ 10'-0"

= BEARING @ 12'-0"

= BEARING @ 16'-0"

= INTERIOR BEARING

@ 12'-6"

= INTERIOR BEARING

@ 12'-1 1/2"

= INTERIOR BEARING

@ 12'-0"

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

5446 SQ. FT.

SOFFIT VENTS

36.3 SQ. FT.

MIN AIR FLOW

OF SOFFIT

----- %

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

6"

6" 2'-0" 3'-4"

2'-0" 5'-0" 2'-0"

6"

2'-0"

3'-4"

A/H

A/H

AIR HANDLER DETAIL

ELEVATION @ BEARING

ELEVATION @ +24"

ELEVATION @ +12"

ELEVATION @ BEARING

COFFER DETAIL "A"

COFFER DETAIL "B" SCALE: 3/8"=1'-0"

SCALE: 3/8"=1'-0"A

A-4

B

A-4

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:



As indicated

L:\0

-New D

ata\

1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

ORTO

N 2

019\M

OD

ELS

\3692 K

STAND

ARD

\REVIT

\3692 K

.rvt

A-4 K

ROOF

36

92 K

Pro

ject

Nam

e

JSL

11/19/19

AD

DRS:

Ent

er

addre

ss h

ere

Pro

ject

Num

ber

3/16" = 1'-0"

CEILING PLAN

WD

OV

EN

WH

MF

3

3

33

33

3

33

3

33

3

3

3

3

33

3

3333

3

PPP

3

TV

TV TV

TV

TV

T

T

3

TV

3

3

3 3

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)

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

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.

ELECTRICAL PLAN 3692 "K"

200 AMP SERVICE

TAGABCDEFGHIJKLMNOPQ

QUANTITY PRODUCT(42)(4)(3)(X)(5)(X)(X)(4)(X)(X)

(X)(7)(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)

GFI

GFI

GFI

SD

SD

SD

SD

VP

EXH.FAN

STUB OUT FOR GARAGE DOOR OPENER

ELECTRIC METER

200 AMP PANELEXH.FAN

GFI @42" A.F.F.

WP GFI

WP GFIDB

STUB OUT FOR GARAGE DOOR OPENER

SD

GFIGFI

GFI

VP

WP GFI

WP GFI

WP GFI

WP GFI

WP GFI

GFI @42" A.F.F.

GFI @42" A.F.F.

GFI @42" A.F.F.

TO POOL LIGHTS

TO OPTFLOOD LIGHTAT REAR

PRE-WIRE FORFAN (TYP)





PRE-WIRE FOR FAN (TYP)




LOCATE SWITCH FOR DISPOSAL IN BASECABINET UNDER SINK

GFI

GFI

GFI

LIGHT SWITCH &OUTLET IN ATTIC

GFI

LIGHT SWITCH &OUTLET IN ATTIC

EXH.FAN

EXH. FAN

A/C DISCONNECT(A/H IN ATTIC)

A/C DISCONNECT(A/H IN ATTIC)

A/C DISCONNECT

A/C DISCONNECT

TO OPT. FLOOD LIGHTAT FRONT

A

AA

A

B

AA

A

A

A

A A

A A

A

A

A

A A

AA

A

A

A

A

A

AA

A

A

A

AAA

A

A A

L

L L

L

L

EE

E

EE

AA

A

A

E

H

H

B

B

B

VPVP L

C C C

L

H H H

GFI GFI

GFI

SCD

SCD

SCD

SCD

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:



As indicated

L:\0

-New D

ata\

1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

ORTO

N 2

019\M

OD

ELS

\3692 K

STAND

ARD

\REVIT

\3692 K

.rvt

A-5 K

ELECTRICAL

36

92 K

Pro

ject

Nam

e

JSL

11/19/19

AD

DRS:

Ent

er

addre

ss h

ere

Pro

ject

Num

ber

3/16" = 1'-0"

ELECTRICAL

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

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.

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.

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:



As indicated

L:\0

-New D

ata\

1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

ORTO

N 2

019\M

OD

ELS

\3692 K

STAND

ARD

\REVIT

\3692 K

.rvt

A-6 K

SECTIONS

36

92 K

Pro

ject

Nam

e

JSL

11/19/19

AD

DRS:

Ent

er

addre

ss h

ere

Pro

ject

Num

ber

WD

OV

EN

WH

MF



8'-0

"

3'-0"

HALLWAY



10

'-0

"

8'-10"

DINING



8'-0

"

10

'-0

"

14'-5"

DINING FOYERHALLWAY



10

'-0

"

20'-0"

OPEN TO FOYER



8'-0

"

3'-0"



4'-0"

8'-0

"



8'-0

"

3'-0"

111'-4"

4'-0

"

MASTER SUITE


3 CAR GARAGE

DINING ROOM

GREAT ROOM

KITCHEN

UTILITY

LANAI

ENTRY

CAFE

BONUS

ROOM

W.I.C.

W.I.C.

W.I.C.

BATH #2

STUDY

MASTER

BATH

FOYER

PANTRY

GALLERY

A-7

3

A-7 1

A-7 4

A-7 2

A-7

7

A-76

A-7

5

BATH #3

A-74

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:



As indicated

L:\0

-New D

ata\

1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

ORTO

N 2

019\M

OD

ELS

\3692 K

STAND

ARD

\REVIT

\3692 K

.rvt

A-7 K

INTERIOR WALLSECTIONS

36

92 K

Pro

ject

Nam

e

JSL

11/19/19

AD

DRS:

Ent

er

addre

ss h

ere

Pro

ject

Num

ber

1/2" = 1'-0"A-7 K4 DINING HALLWAY

1/2" = 1'-0"A-7 K3 DINING/ FOYER

1/2" = 1'-0"A-7 K1 DINING/ FOYER/ HALLWAY

1/2" = 1'-0"A-7 K2 GREAT ROOM

1/2" = 1'-0"A-7 K6 MASTER BEDROOM

1/2" = 1'-0"A-7 K7 MASTER BEDROOM ENTRY

1/2" = 1'-0"A-7 K5 NOOK/ HALLWAY

1/8" = 1'-0"

INTERIOR WALL SECTIONS

WH

MF

1'-8

"

FIN. GRADE

#5 DOWEL WITH7" HOOK, EMBED5" MIN.

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

1'-0"

1'-0"

MIN

.

2'-1

"

3" CLEAR COVER2 #5

8"

8"

ELEV. @ 0'-(-4")

ELEV. @ 0'-(-4")

TIL

E S

HO

WER

RECES

S 3

-1/2

"

18'-0" X 8'-0" O.H. GARAGE DR.

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

RECES

S

RUN CONDUIT FOR ELECTRIC AT ISLAND

TIL

E S

HO

WER

RECES

S 3

-1/2

"

TIL

E S

HO

WER

RECES

S 3

-1/2

"

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

HB

ELEV. @ 1 1/2")


PAVERS BY OTHERS

PAVERS BY OTHERS

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

2" SLO

PE

6" X 12" RECESS 6" X 12" RECESS

METER VERIFY LOC.

PAVERS BY OTHERS

0" 85'-0" 3'-3" 21'-5" 1'-8"

18'-9" 5'-9" 3'-6 1/2" 5'-8 1/2" 14'-0" 4'-10" 3'-4" 18'-10" 5'-1" 31'-6"

6'-1

"

2'-3

"3

'-1

0"

10

'-3

"1

3'-8

"1

'-0

"

6'-4

"1

7'-4

1/2

"

8'-1

0"

4'-4

"9

'-1

0"

4'-2

"1

4'-8

"4

'-2

"

23

'-0

"

70

'-0

"

6'-0" 18'-0" 2'-0" 8'-0" 1'-4"1'-8"

9'-0

"9

'-1

"7

'-7

"3

'-0

"7

'-8

"3

'-0

"7

'-8

"

10

"6

'-0

"1

0"

2'-0 1/8" 3'-0"

3'-4"

8'-6

"

70

'-0

"

31

'-0

"3

9'-0

"

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

3'-8" 4'-2" 8'-0" 4'-0" 2'-8"

23'-0"

20

'-0

"1

'-0

"1

8'-0

"2

'-4

1/8

"4

'-1

1 7

/8"

3'-4

"3'-0

1/8

"

111'-4"

1'-0"

1'-0"

5'-4

"1

0'-4

"4

'-8

"1

'-4

"4

'-2

"1

2'-0

"4

'-6

"

23'-0" 10'-0" 46'-4" 32'-0"

37'-0"

9'-4

"

38'-8" 2'-6" 4'-10" 1'-8"

29'-7" 8'-2" 4'-5" 4'-2"

SINK & DISP

RANGE

17

'-3

7/8

"1

4'-8

"

F3F3F3

F3

F3 W/ CURB

F3 W

/ C

URB

F6A

F6A

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

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

8F8-1B SET AT 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.

B

B

B

B

F3

F5

SAWCUT SLAB PER DETAIL 5/S-3

F3

F3

F5

F3

F3

P

P

-3'-0"

A B

A

C

CA

C

F3

F3

P

F1

C

A

A

A

A

10'-10 1/8"

B

35'-1 1/2"

B

5'-11 7/8"

A

A

A

33'-9 7/8"

12" SQUARE MASONRY COLUMNS W/ 4#5 VERT.& #3 TIES @ 8" O.C. GROUT SOLID 4 LOCATIONS

1'-0

"1

2'-8

1/8

"

12

'-1

1"

4'-0" - -3'-4" 2'-8"

20'-1"43" HIGH WALL W/ 8" BOND BEAM & 1#5 ROD


HB

HB

HB


F3

F3

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%. PROVIDE TERMITE TREATMENT WITH "BORA CARE"

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"



LOWEST POINT OF GARAGE SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP

(2) #5 RODS CONT. W/3" CLEAR COVER

1'-0

"

1'-4"

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

"

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

1" 3"

8"

8"

PAVERSMORTAR

6"

10

"

GRADE

4" CONC. SLAB

(2) #5 RODS CONT.

1'-0"

RECESS

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"

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 TOGARAGE, SEEDETAIL

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:



As indicated

L:\0

-New D

ata\

1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

ORTO

N 2

019\M

OD

ELS

\3692 K

STAND

ARD

\REVIT

\3692 K

.rvt

S-1 K

FOUNDATION

36

92 K

Pro

ject

Nam

e

JSL

11/19/19

AD

DRS:

Ent

er

addre

ss h

ere

Pro

ject

Num

ber

1/2" = 1'-0""F3" FOOTING

1/2" = 1'-0""F6A"

3/16" = 1'-0"

FOUNDATION PLAN K

1/2" = 1'-0""F5" 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

WH

MF

A4

A2

A3

A1

A15

A12

A18

A17

A14

A16

A13

GE1

V4

V5

V6

V7

V4

V5

V4

V4

V4

J4E

J4E

H3

J4D

J4D

J2E

J2E

J2E

J2E

H2

CJ6D

CJ6

D

H1

J6B

HJ4BA

EJ8C

J6BA

J4B

H

CJ1

2BL

J2B

J2B

J2B

CJ12B

J6B

L

J6BL

J4B

J4B

A23

A22

A25

A26

A24

A21

A20

A29

A27

A28

EJ6AJ2

J2

J4C

J4C

MG6

CJ9A

J2D

CJ6

C

J2

J2

J2

L6

L5CJ6B

EJ4C

B2

B1

B2A

B7

A6

A7

A5

EJ8A

D3

B6

B4

J2

J2

CJ6

EJ4

EJ4

EJ4

J2

J2

CJ5J

4

J4

J2

J2

CJ5

J4

J4

G2

L7

V3

V2

V1

MG4

B3

A10

A9

A8

G1

M1

A11

EJ8EEJ8

EJ8

EJ8C

L

L2

L1

L9

A19

EJ5

PB1

PB1

EJ4G

EJ4G

L3

G3

K3

K2

EJ8D

EJ8C

A

MG1

MG1

B2B

PB

2

D1

D4

B5

MG3

V4

V5

V7

V8

K1

EJ4A

J2B

H

BEARING HEIGHT

= BEARING @ 10'-0"

= BEARING @ 12'-0"

= BEARING @ 16'-0"

= INTERIOR BEARING

@ 12'-6"

= INTERIOR BEARING

@ 12'-1 1/2"

= INTERIOR BEARING

@ 12'-0"

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 SCHEDULEAT SWING DOORS, USE 2" RECESS STYLE LINTEL IF NEEDED FOR ROUGH OPENING.

2'-0"

GR

OU

TE

D

1#5 TOP

1#5 BOTTOM

8F24-1B/1T

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 11/S-3.

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 2/S-4.

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

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

SEE DETAIL 9/S-3 WHERE LINTEL AT LANAI/ENTRY INTERSECTS MAIN WALL, TYPICAL









10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

12'-0" FLAT CEILINGRIDGE

RIDGE

RIDGE

RIDGE

RIDGE

RID

GE

RID

GE

HIP HIP

HIP

HIP

HIP

HIP

HIP

HIP

HIP

HIP

HIP

HIP

HIP

HIP

HIP

HIP

HIP

VALLEY

VALLEY

VALLEY

VALLEY

VALLEY

VALLEY

12'-0" FLAT CEILING

12'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING


12'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

12'-0" FLAT CEILING

ATTIC ACCESS

ATTIC ACCESS

VALLEY

12'-0" FLAT CEILING

12'-0" FLAT CEILING

12'-0" FLAT CEILING

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

10'-0" FLAT CEILING

16'-0" FLAT CEILING

12'-0" FLAT CEILING

12'-0" FLAT CEILING

8F8-0B8F8-0B 8F8-0B

8F8

-0B

8F8

-0B

8F8

-0B

8F8

-0B

8F8

-0B

8F8

-0B

8F8

-0B

8F8-1B BOTTOM @ 11'-4" W/ COURSING TO 8X8 BOND BEAM W/ (1) #5 TOP @ 16'-0"

8F8

-0B

8F8

-0B

8F8-1B 8F8-1B

8F8

-0B

8F8

-0B

8F8

-0B

8F8-0B

8F8-0B8F8-0B8F8-0B8F8-0B8F8-0B

8F8

-0B

8F8

-0B

8F8-0B 8F8-0B

8F8-1B AT DOOR HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1#5, TOP @ 12'-0", GROUT SOLID

8F8

-0B

8F8

-0B

1-HTA16-18 TYP.

NO

N B

EARIN

G

NON BEARING

SUSPNEDED HEADERS PER DETAIL 1 & 2/S-4

STEP U

P B

EAM

12

S-3

1-HTA16-18 TYP.

1-HTA16-18 @ D1

1-HTA16-18 @ D1

1-HTT45 THIS SIDE OF D4 W/ 5/8" Ø ALL THREAD DRILL & EPOXY MIN. 12" EMBED

2-HTA20 @ D4

EXTERIOR CEILING PER 2/S-3

2-HTA16-18 @ G2

2-HTA16-18 @ G2

1-HTA16-18 @ A1

8F16-1B/1T

EXTERIOR CEILING PER 2/S-3

8F2

4-1

B/1

T

8F16-1B/1T

8F1

6-1

B/1

T

1-HTA16-18 @ L3

2-HTA16-18 @ B7

2-HTA16-18 @ B7

12

S-3

1-HTA16-18 @ B1

1-HTA16-18 @ B1

1-HTT45 @ B1 W/ 5/8" Ø ALL THREAD DRILL & EPOXY MIN. 12" EMBED

MASTER SUITE


3 CAR GARAGE

DINING ROOM

GREAT ROOM

KITCHEN

UTILITY

LANAI

ENTRY

CAFE

BONUS ROOMW.I.C.

W.I.C.

W.I.C.

BATH #2

STUDY

FOYER

PANTRY

GALLERY

BATH #3

HEADER PER 12/S-3

MTW16 AT TRUSS

STUD BEARING WALL, 2X4 SPF #2 @ 16" O.C. W/ SPH4 TOP & BOTTOM @ 16" O.C. 1/2"X6" EXPANSION BOLT @ 32" O.C W/ 2" WASHER.

12'-0" FLAT CEILING

8F8-0B AT DOOR HEAD HEIGHT AND AT 4" ABOVE ARCH TOP WINDOW. WOOD FRAME ARCH.

WOOD FRAME ARCH

1-HTA16-18 TYP.

MTW16 AT TRUSS

1-HTA16-18 TYP.

HEADER PER 12/S-3

HTT5KT @ B7 PER DETAIL 3/S-4 W/ 51/4X51/4 PSL POST

TOP OF WALL 10'-0" FOR BEARING OF LVL

NO GABLE END BRACING REQUIRED

NO GABLE END BRACING REQUIRED

HTA16-18 @ 32" O.C. @ INSIDE FACE OF GABLE

HTA16-18 @ 32 O.C. @ INSIDE FACE OF GABLE

12'-1/2" BEARING

MASTER BATH

WHERE ROOF SHEATHING CONTACTS ONLY THE EDGE OF

ROOF TRUSSES, INSTALL BEVELLED BLOCKING PER DETAIL THIS SHEET ( DR HORTON

REQUIRMENT )

TB4

TB3

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

CAST-IN-PLACE CONCRETE BEAM SCHEDULE

I.D W x D TOP BARS BOT 'L1' BOT 'L2' TIES TYPE NONE

TB1

TB2

TB3

TB4

US

ED

8" X16"

8" X16"

8" X16"

8" X16"

2- #5

2- #5

2- #5

2- #5

2- #5

2- #5

3- #5

3- #5 2- #5

NONE -

#3 @ 7"

#3 @ 7"

#3 @ 6"

1,2,3

1,2,3

1,2,3

1 2 3

TIE & STIRRUP TYPES

NOTES:

1. THE DISTANCE FROM THE FACE OF SUPPORT TO THE FIRST TIE OR STIRRUP SHALL BE 1/2 THE TIE SPACING, OR 6" MAX. (ie, FOR TIE SPACING = 6", LOCATE FIRST TIE 3" FROM FACE OF COLUMN). 2. BOTTOM BARS ARE IN 2 LAYERS AND SHALL HAVE 1" CLEAR SPACE BETWEEN LAYERS AS SHOWN IN DETAIL.

TOP REINFORCING

CONCRETE BEAM

#3 STIRRUP WITH #5 & #6 BARS. #4 STIRRUP WITH #7 - #11 BARS.

'L2' 2ND LAYER OF BOTTOM REINFORCING, IF SPECIFIED

'L1' BOTTOM REINFORCING

s = MINIMUM CLEAR SPACE BETWEEN BARS WHICH IS THE LARGEST OF 1" OR 1 BAR DIAMETER OR 1.33 X MAX. AGGREGATE DIAMETER

1 1/2" MIN CLEAR TO STIRRUPS

s

s

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:



As indicated

L:\0

-New D

ata\

1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

ORTO

N 2

019\M

OD

ELS

\3692 K

STAND

ARD

\REVIT

\3692 K

.rvt

S-2

ROOF FRAMING PLAN

36

92 K

Pro

ject

Nam

e

JSL

11/19/19

AD

DRS:

Ent

er

addre

ss h

ere

Pro

ject

Num

ber

3/16" = 1'-0"

ROOF FRAMING PLAN

TRUSS BEARING CONDITIONS AND STRAPPING IS BASED ON TRUSS LAYOUT PREPARED BY SCOSTA, JOB# 45150K, DATED: 07/12/13 REVISED: 06/18/18

1/2" = 1'-0"BEVELLED BLOCKING

a-1 k k (1).pdf4" slab w/ 2,500 psi conc. w/ 6x6 # 10/10 w.w.m. reinforcing over 6 mill...

Documents