10
MODEL SP-1899 CROSSROADS CONSTRUCTION CO, MARVIN GRAY (863) 859-4085 SEE STRUCTUAL DETAIL SHEET FOR ADDITIONAL NOTES: IN FIGURE 1609.3(1) OF THE CODE FOR AN ULTIMATE DESIGN WIND SPEED OF 140 MPH AS SHOWN FLORIDA BUILDING CODE 6TH EDITION (2017) THESE CONSTRUCTION PLANS ARE DESIGNED TO CONFORM WITH 4-2-19 REVISION'S DATE: SHEET 1 # OWNER/BUILDER TO VERIFY ALL DIMENSION'S AND DETAILS 704 CEDAR KNOLL DR.NORTH LAKELAND, FLORIDA 33809 DESIGNER: PROJECT: CONTACT SMOKE/CARBON DET. SMOKE DETECTOR PHONE OUTLET TV/CABLE OUTLET CEILING FAN/LIGHT EXHAUST FAN PH LIGHT FAN TV SD SD CO FAN ELECTRICAL PER NEC 2011 SWITCH 3-WAY SWITCH 110 VOLT OUTLET 220 VOLT OUTLET LIGHT FIXTURE RECESSED LIGHT (CAN) FLUORESCENT LIGHT FLOOD LIGHTS ELECTRICAL LEGEND FL.LIGHT FL.LT. LT. S S 3 1/4"=1'-0" FLOOR PLAN 19'-4" 20' 12' 32' 44' 2' 11'-4" 44' 28' 2868 WASHER DRYER KITCHEN DINING ROOM 16' 11'-4" 1668 BEDROOM 2 5068 BFD 2868 2868 ENTRY 3068 FOYER 2868 GREAT ROOM 11'-4" UTILITY 16' 10' LANAI D.W. 13'-4" 22"X36" MIN. ATTIC ACCESS SQUARE FOOTAGE GARAGE LANAI ENTRY TOTAL GARAGE LIVING 160 1899 28 1296 415 WH 2868 W.I.C. 2468 2868 1668 15' MASTER SUITE REF. 2' 9'-2" 4' 25 EGRESS 23 25 EGRESS 2'-8" 25 12-0 SGD 6'-8" TALL 1'-4" 1'-4" 25 44' 2'-8" 8'-10" 2' 4' 35 EGRESS 2'-4" 16' 2'-4" 20'-8" 16-0 OVERHEAD DR. 7' TALL 12'-8" 4'-8" 6' 1'-4" 1'-4" 44' 1'-4" 4' 12 5 LEFT ELEVATION RIGHT ELEVATION REAR ELEVATION FRONT ELEVATION 1/4"=1'-0" 1/8"=1'-0" 1/8"=1'-0" 1/8"=1'-0" 4' 44' 32' 19'-4" 20' 44' 44' 6' 2' 12'-8" 4' 4'-8" 1'-4" 1'-4" 1'-4" 20'-8" 2'-4" 16' 2'-4" 44' 28' 2'-8" 8'-10" 10' 1'-4" 16' 2'-8" 1'-4" 4' 2' 9'-2" MAX.SPACING 8'-0" POURED CELLS W/1-#5 REBAR 4" CONC. SLAB ON COMPACTED EARTH FILL OR FIBERMESH TERMITE TREATED SOIL. 6X6-W1.4/W1.4 MESH COVERED WITH 6 MIL. VISQUEEN VAPOR BARRIER. 4" LOWER THAN FIN.FL. ELEVATIONS ARE NAVD 88 DATUM FINISH FLOOR ELEVATION IS ( ) ELEV. 4" LOWER THAN FIN.FL. ELEV. 4" LOWER THAN FIN.FL. ELEV. STUCCO FIN. A/H FAN LIGHT FL.LIGHT LT. FL.LT. CD SD CD SD CD SD CD SD FAN FAN LT. LT. LT. LT. LT. LT. LT. LT. LT. LT. FAN LIGHT FAN LIGHT FAN LIGHT S S S S S S S S S S S S S S S S S S S S S S LT. S S 6' 5'-8" 3'-4" 8' 5' 5'-8" 6' 5'-4" 10'-8" 9' 2' 11'-8" GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI AFI AFI AFI AFI AFI AFI AFI AFI AFI AFI AFI 5'-4" 3' 6' 3' 5'-4" 8'-8" 6'-4" 2' 3' 6'-4" 6'-4" 4" SUNKEN 6" ELECTRICAL PANEL A/C DISCONNECT GFI 2-4 PKT S S LT. S PANTRY 6'-4" 3' 2' 11'-4" 16' PRE-CAST LINTEL 10' 11-1-19 4' OFF-SET VENT (1) 8' 6'-8" USE A 16" DEEP X 12" WIDE THICKENED FLOOR SLAB & REINFORCED W/ SLAB EDGE POURED MONOLITHIC WITH 2-#5 REBAR X CONT. 1 1 16" 12" IF DOWN CELLS ARE SPACED GREATER THAN 8'-0" O.C., 8" MASONRY WALL WITH #5 REBARS IN FILLED CELLS. PLACE 1-#5 REBAR X CONTINUOUS IN ALL LINTELS OVER DOORS & WINDOW OPENINGS 5'-0" WIDE OR STRIPS AT 16" O.C. CEILING SHALL HAVE R-30 (MIN.) 4" CONCRETE SLAB REINFORCED WITH NOTE: INTERIOR FINISH SHALL BE 1/2" DRYWALL OVER TERMITE POISONED COMPACTED FILL. OVER A 6 MIL. VAPOR BARRIER ON WWF 6x6-W1.4/W1.4 OR FIBERMESH DOUBLE COURSE KNOCK-OUT BEAM IS REQUIRED. LARGER INSULATION BOARD & 1" X 2" P.T. FURRING ROLLED FIBERGLASS INSULATION. MIN. 16" DEEP COMPOSITE LINTEL VENTED ALUM. SOFFIT APPROX. GRADE EXTERIOR FINISH PER ELEVATIONS MAXIMUM FOR ROOF PITCH SEE ELEVATIONS 2" X 4" SUB-FASCIA FASCIA & DRIP EDGE W/ 1" x 6" CEDAR SINGLE COURSE OF KNOCK-OUT BLOCK POURED SOLID & REINFORCED WITH 1-#5 REBAR X CONT. (PLACE 1-#5 L-BAR WITH 24" LEGS AT ALL CORNERS). IF DOWN CELLS ARE SPACED GREATER THAN 8'-0" O.C., DOUBLE COURSE KNOCK-OUT BEAM IS REQUIRED. USE 1-SIMPSON HETA20 PER TRUSS PLY. MAX. UPLIFT 1,810 LBS. FOR SINGLE PLY. SEE TRUSS ENGINEERING FOR UPLIFTS. MAX. OF (2) CONNECTORS PER LOCATION STEMWALL PARAMETERS: - MAXIMUM 6 COURSES IN HEIGHT OR - MAXIMUM 10 COURSES IN HEIGHT WITH UNBALANCED FILL LESS THAN 4 FEET MIN. 16" WIDE x 8" DEEP FOOTING WITH 2- #5 REBAR x CONT. (PLACE 2-#5 L-BARS WITH 30" LEGS AT ALL CORNERS) 1'MIN. 30" 1'-4" 3-20-20 CATH.CLG. 8' CLG. 8' CLG. PRE-CAST LINTEL I o (i: ’Q !0 O 3 © © at _ / ir * o © © /____ u___ * \ o © L : © 0 \ o o « A o / 0 / / / 0 © © © I 1 I / © __ I J \ © \ / © \ 'J © / © 1 \ © 1 I © l_ 0 An / p 7/16" O.S.B. SHEATHING (2-M-W RATING OR 1/2” (3)-PLY PLYWOOD SHEATHING WITH 30# FELT PAPER & 25 YEAR SHINGLES. SEE POOL COVERING NOTES LOR ADDITIONAL INFORMATION. p^n^^UMUTIMLYTip^n^^UMUiWMLiTip^nMUUMUUMUmjlOnMUUMLi^MLT^©LRIJnUUMLiTlMUWpLRIJnUUMLiTlMUWpLRIJnUTIMLYTip^n^^UMUTIMLYTip^nj inmnmnmumnmnmnmnmiimnMunmiimiimnmumiimiimnmumMmnmnmiimiimnmnmnMmmnmnmumi© jumumumumumumumu©^M0iu©Liumumumu©Liumumumumumumu0iumumumumumumumumumum0x m©unmn©M©nmnNUM©nmnmu/nMnunm©nMNUM©n©nm©ii ©j unmnmMmnmM (ALTERNATIVELY, OMIT 1x6 CEDAR RACIA & WRAP 2x4 SUBRAGIA BOARD WITH ALUM. OR wmM©mmM©MmM©UM©U©MM©umu©Mi ©' ©mnmuuuumn©© mMmMMppMMpMMMMMMMMM© i©0i©0ium©m©0i©0ium©m©0i©0 (XXKXXXK© MJM ^ ^©mu©>©C^ ©©ran ©©on© i 2’-0” © m #5 REBARS AT ALL FILLED CELLS FILLED CELLS SHALL BE LOCATED AT ALL CORNERS, CELLS ON EACH SIDE OF ALL OPENINGS, AT ALL GIRDER ATTACHMENT LOCATIONS, AND AT A MAXIMUM OF S' SPACING ALONG STRAIGHT SECTIONS OF WALLS. XL XL 01 OR SEE FOUNDATION NOTES TYPICAL ...... TERIOR WALL SECTION

MODEL SP-1899CROSSROADS CONSTRUCTION CO, · model sp-2097. crossroads construction co. these construction plans are designed to conform with florida building code 6th edition (2017)

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Page 1: MODEL SP-1899CROSSROADS CONSTRUCTION CO, · model sp-2097. crossroads construction co. these construction plans are designed to conform with florida building code 6th edition (2017)

MO

DEL

SP-

1899

CRO

SSRO

AD

S C

ONSTR

UCTI

ON C

O,

MARVIN

GRAY

(86

3) 8

59

-40

85

SEE

STR

UC

TUAL

DET

AIL

SHEE

T FO

R A

DD

ITIO

NAL

NO

TES:

IN F

IGURE

16

09

.3(1

) O

F TH

E C

OD

EFO

R A

N U

LTIM

ATE

DES

IGN W

IND

SPE

ED O

F 1

40

MPH

AS S

HO

WN

FLO

RID

A B

UIL

DIN

G C

OD

E 6

TH E

DIT

ION (2

01

7)

THES

E C

ONSTR

UC

TIO

N P

LANS A

RE

DES

IGNED

TO

CO

NFO

RM

WIT

H

4-2-19REVISION'S

DATE:

SHEET

1#

OW

NER

/BUIL

DER

TO

VER

IFY

ALL

DIM

ENSIO

N'S

AND

DET

AIL

S

70

4 C

EDAR K

NO

LL D

R.N

ORTH

LAKE

LAND

, FL

ORID

A 3

38

09

DES

IGNER

:

PRO

JEC

T:

CO

NTA

CT

SMOKE/CARBON DET.

SMOKE DETECTOR

PHONE OUTLET

TV/CABLE OUTLET

CEILING FAN/LIGHT

EXHAUST FAN

PH

LIGHTFAN

TV

SD

SDCO

FAN

ELECTRICAL PER NEC 2011

SWITCH3-WAY SWITCH

110 VOLT OUTLET220 VOLT OUTLET

LIGHT FIXTURE

RECESSED LIGHT (CAN)

FLUORESCENT LIGHT

FLOOD LIGHTS

ELECTRICAL LEGEND

FL.LIGHT

FL.LT.

LT.

SS3

1/4"=1'-0"

FLOOR PLAN

19'-4"

20

'

12

'

32

'

44

'

2'

11'-4"

44'28'

2868

WASHER

DRYER

KITCHEN

DINING ROOM 16

'

11'-4"

1668

BEDROOM 2

5068 BFD

2868

2868

ENTRY

3068

FOYER

2868

GREAT ROOM

11

'-4"

UTILITY

16'

10

'

LANAI

D.W.

13

'-4"

22"X3

6" M

IN.

ATTIC

ACCES

S

SQUARE FOOTAGE

GARAGE

LANAIENTRY

TOTAL

GARAGELIVING

160

1899

28

1296415

WH

2868

W.I.C.

2468 28681668

15'

MASTER SUITE

REF

.

2'9'-2"

4'

25 EGRESS

23

25 EGRESS

2'-8"

25

12-0 SGD 6'-8" TALL

1'-4"

1'-4

"

25

44

'

2'-8

"8

'-10

"

2'

4' 35 EGRESS

2'-4" 16' 2'-4"

20'-8"

16-0 OVERHEAD DR. 7' TALL

12'-8" 4'-8" 6'

1'-4" 1'-4"

44'

1'-4

"4

'

125

LEFT ELEVATION RIGHT ELEVATION REAR ELEVATION

FRONT ELEVATION 1/4"=1'-0"

1/8"=1'-0"1/8"=1'-0" 1/8"=1'-0"

4'

44

'

32

'

19'-4"

20

'

44

'

44'

6'

2'

12'-8"

4'

4'-8"

1'-4

"

1'-4" 1'-4"

20'-8"

2'-4"16'2'-4"

44'28'

2'-8

"8

'-10

"

10

'1'-4

"

16'

2'-8"

1'-4"

4'

2'9'-2"

MAX.SPACING 8'-0"POURED CELLS W/1-#5 REBAR

4" CONC. SLAB ON COMPACTED EARTH FILL

OR FIBERMESHTERMITE TREATED SOIL.

6X6-W1.4/W1.4 MESH COVERED WITH6 MIL. VISQUEEN VAPOR BARRIER.

4" LOWER THAN FIN.FL.

ELEVATIONS ARE NAVD 88 DATUMFINISH FLOOR ELEVATION IS ( )

ELEV.

4" LOWER THAN FIN.FL.ELEV.

4" LOWER THAN FIN.FL.ELEV.

STUCCO FIN.

A/H

FANLIGHT

FL.LIGHT

LT.

FL.LT.

CDSD

CDSD

CDSD

CDSD

FAN

FAN

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

FANLIGHT

FANLIGHT

FANLIGHT

SS

S

SSS

SSS

SS

S S

S SS S S

SS

SS

LT.

SS

6'

5'-8"

3'-4

"8

'

5'

5'-8"

6'5'-4"

10

'-8"

9' 2'

11'-8"

GFI

GFI

GFI

GFI

GFIGFI

GFI

GFI GFI

GFI

AFI

AFI

AFI

AFI

AFI

AFI AFI

AFI

AFI

AFI

AFI

5'-4

"3

'

6' 3' 5'-4"

8'-8

"

6'-4

"2

' 3' 6'-4"

6'-4

"

4"

SUNKEN 6"

ELECTRICAL PANEL

A/C DISCONNECT

GFI

2-4 PKT

S

SLT.

S

PANTRY

6'-4" 3' 2'

11'-4"16'

PRE-CAST LINTEL

10

'

11-1-19

4' OFF-SET VENT

(1)

8'

6'-8

"

USE A 16" DEEP X 12" WIDE THICKENED

FLOOR SLAB & REINFORCED W/ SLAB EDGE POURED MONOLITHIC WITH

2-#5 REBAR X CONT.

1

1

16"

12"

IF DOWN CELLS ARE SPACED GREATER THAN 8'-0" O.C., 8" MASONRY WALL WITH #5 REBARS IN FILLED CELLS.

PLACE 1-#5 REBAR X CONTINUOUS IN ALL LINTELSOVER DOORS & WINDOW OPENINGS 5'-0" WIDE OR

STRIPS AT 16" O.C. CEILING SHALL HAVE R-30 (MIN.)

4" CONCRETE SLAB REINFORCED WITH

NOTE: INTERIOR FINISH SHALL BE 1/2" DRYWALL OVER

TERMITE POISONED COMPACTED FILL.OVER A 6 MIL. VAPOR BARRIER ONWWF 6x6-W1.4/W1.4 OR FIBERMESH

DOUBLE COURSE KNOCK-OUT BEAM IS REQUIRED.

LARGER

INSULATION BOARD & 1" X 2" P.T. FURRING

ROLLED FIBERGLASS INSULATION.

MIN. 16" DEEP COMPOSITE LINTEL

VENTED ALUM.SOFFIT

APPROX. GRADE

EXTERIOR FINISH PER ELEVATIONS

MAXIMUM

FOR ROOF PITCHSEE ELEVATIONS

2" X 4" SUB-FASCIA

FASCIA & DRIP EDGEW/ 1" x 6" CEDAR

SINGLE COURSE OF KNOCK-OUT BLOCK POURED SOLID & REINFORCED WITH 1-#5 REBAR X CONT. (PLACE 1-#5 L-BAR WITH 24" LEGS AT ALL CORNERS).IF DOWN CELLS ARE SPACED GREATER THAN 8'-0" O.C., DOUBLE COURSE KNOCK-OUT BEAM IS REQUIRED.

USE 1-SIMPSON HETA20 PER TRUSS PLY. MAX. UPLIFT 1,810 LBS. FOR SINGLE PLY. SEE TRUSS ENGINEERING FOR UPLIFTS. MAX. OF (2) CONNECTORS PER LOCATION

STEMWALL PARAMETERS: - MAXIMUM 6 COURSES IN HEIGHTOR - MAXIMUM 10 COURSES IN HEIGHT WITH UNBALANCED FILL LESS THAN 4 FEET

MIN. 16" WIDE x 8" DEEP FOOTING WITH 2- #5 REBAR x CONT.

(PLACE 2-#5 L-BARS WITH 30" LEGS AT ALL CORNERS)

1'M

IN.

30

"

1'-4"

3-20-20

CATH.CLG.

8' CLG.

8' CLG.

PRE-CAST LINTEL

I

o(i:’Q!0 O

3© ©

at _ / ir*o ©©/____

u___* \ o© L:

©0

\ o o« Ao /

0// /

©©I 1 I

/ © __ I

J\ ©\/

© \

'J ©/

© 1\© 1 I

©l_0 An/

p

7/16" O.S.B. SHEATHING (2-M-W RATING OR 1/2” (3)-PLY PLYWOOD SHEATHING WITH 30# FELT PAPER & 25 YEAR SHINGLES. SEE POOL COVERING NOTES LOR ADDITIONAL INFORMATION.

p^n^^UMUTIMLYTip^n^^UMUiWMLiTip^nMUUMUUMUmjlOnMUUMLi^MLT^©LRIJnUUMLiTlMUWpLRIJnUUMLiTlMUWpLRIJnUTIMLYTip^n^^UMUTIMLYTip^nj

inmnmnmumnmnmnmnmiimnMunmiimiimnmumiimiimnmumMmnmnmiimiimnmnmnMmmnmnmumi©

jumumumumumumumu©^M0iu©Liumumumu©Liumumumumumumu0iumumumumumumumumumum0xm©unmn©M©nmnNUM©nmnmu/nMnunm©nMNUM©n©nm©ii ©j unmnmMmnmM (ALTERNATIVELY, OMIT

1x6 CEDAR RACIA & WRAP 2x4 SUBRAGIA BOARD WITH ALUM. OR

wmM©mmM©MmM©UM©U©MM©umu©Mi ©' ©mnmuuuumn©©mMmMMppMMpMMMMMMMMM© i©0i©0ium©m©0i©0ium©m©0i©0(XXKXXXK©

MJM

^ ^©mu©>©C^©©ran©©on©i

2’-0”

©m #5 REBARS AT ALL FILLED CELLS FILLED CELLS SHALL BE LOCATED AT ALL CORNERS, CELLS ON EACH SIDE OF ALL OPENINGS, AT ALL GIRDER ATTACHMENT LOCATIONS, AND AT A MAXIMUM OF S' SPACING ALONG STRAIGHT SECTIONS OF WALLS.

XL XL 01

OR

SEE FOUNDATION NOTES

TYPICAL ......TERIOR WALL SECTION

AutoCAD SHX Text
%%UTYPICAL EXTERIOR WALL SECTION
AutoCAD SHX Text
OR
AutoCAD SHX Text
12
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
7/16" O.S.B. SHEATHING (2-M-W
AutoCAD SHX Text
RATING OR 1/2" (3)-PLY PLYWOOD
AutoCAD SHX Text
SHEATHING WITH 30# FELT PAPER &
AutoCAD SHX Text
25 YEAR SHINGLES. SEE ROOF
AutoCAD SHX Text
COVERING NOTES FOR ADDITIONAL
AutoCAD SHX Text
INFORMATION.
AutoCAD SHX Text
(ALTERNATIVELY, OMIT
AutoCAD SHX Text
1x6 CEDAR FACIA &
AutoCAD SHX Text
WRAP 2x4 SUBFACIA
AutoCAD SHX Text
BOARD WITH ALUM. OR
AutoCAD SHX Text
VINYL)
AutoCAD SHX Text
#5 REBARS AT ALL FILLED CELLS.
AutoCAD SHX Text
FILLED CELLS SHALL BE LOCATED
AutoCAD SHX Text
AT ALL CORNERS, CELLS ON EACH
AutoCAD SHX Text
SIDE OF ALL OPENINGS, AT ALL
AutoCAD SHX Text
GIRDER ATTACHMENT LOCATIONS,
AutoCAD SHX Text
AND AT A MAXIMUM OF 8' SPACING
AutoCAD SHX Text
ALONG STRAIGHT SECTIONS OF
AutoCAD SHX Text
WALLS.
AutoCAD SHX Text
SEE FOUNDATION NOTES
DDebeck
Typewritten Text
HOUSE 1 $231,600 on base lot
Page 2: MODEL SP-1899CROSSROADS CONSTRUCTION CO, · model sp-2097. crossroads construction co. these construction plans are designed to conform with florida building code 6th edition (2017)

MO

DEL

SP-

2097

CRO

SSRO

AD

S C

ONSTR

UC

TIO

N C

O.

MARVIN

GRAY

(86

3) 8

59

-40

85

SEE

STR

UC

TUAL

DET

AIL

SHEE

T FO

R A

DD

ITIO

NAL

NO

TES:

IN F

IGURE

16

09

.3(1

) O

F TH

E C

OD

EFO

R A

N U

LTIM

ATE

DES

IGN W

IND

SPE

ED O

F 1

40

MPH

AS S

HO

WN

FLO

RID

A B

UIL

DIN

G C

OD

E 6

TH E

DIT

ION (2

01

7)

THES

E C

ONSTR

UC

TIO

N P

LANS A

RE

DES

IGNED

TO

CO

NFO

RM

WIT

H

11-1-19REVISION'S

DATE:

SHEET

1#

OW

NER

/BUIL

DER

TO

VER

IFY

ALL

DIM

ENSIO

N'S

AND

DET

AIL

S

70

4 C

EDAR K

NO

LL D

R.N

ORTH

LAKE

LAND

, FL

ORID

A 3

38

09

DES

IGNER

:

PRO

JEC

T:

CO

NTA

CT

SMOKE/CARBON DET.

SMOKE DETECTOR

PHONE OUTLET

TV/CABLE OUTLET

CEILING FAN/LIGHT

EXHAUST FAN

PH

LIGHTFAN

TV

SD

SDCO

FAN

ELECTRICAL PER NEC 2011

SWITCH3-WAY SWITCH

110 VOLT OUTLET220 VOLT OUTLET

LIGHT FIXTURE

RECESSED LIGHT (CAN)

FLUORESCENT LIGHT

FLOOD LIGHTS

ELECTRICAL LEGEND

FL.LIGHT

FL.LT.

LT.

SS3

FLOOR PLAN

512

1/4"=1'-0"

5'-4

"

19

'-4"

46

'

10

'

3068

6'-4"

14'-8"

47'-4"

11'-4"

12'-8"

BEDROOM 3

18'-8"

20'

35

1'-4"

LANAI

FOYER

26'

47'-4"

12'

15'-4"

1668

8'

28

'

2'

2868

2868

5068 BFD

11'-4"

10

'2

'

25 E

GRES

S

2868

BEDROOM 2

GARAGE

12'

SQUARE FOOTAGE

1'-4"

1412

260

2097

34

391LANAI

TOTAL

ENTRY

LIVING

13

'-4"

3'-4"

5'-8

"

GARAGE

11

'-4"

13

' GREAT ROOM

2868

22"X

36" M

IN.

ATT

IC A

CCES

S

DINNING

KITCHEN

D.W.

2868

REF.

PANTRY WASHER DRYER

WH

6'

UTILITY

23

2068

1/2 35

21'-4"

MASTER BEDROOM

1/2 35

2468

2' 8'-6"

3'-4

"

6'-8

"9

'-8"

10

'3

4'-8

"1

'-4"

46

'11'-4"

1/2

32

35 EGRESS4'

LEFT ELEVATION RIGHT ELEVATION REAR ELEVATION

FRONT ELEVATION 1/4"=1'-0"

1/8"=1'-0"1/8"=1'-0" 1/8"=1'-0"

2'-8"

6'-8

"

21

'-4"

21

'-4"

6'-8

"

46

'

34

'-8"

46

'

19

'-4"

5'-4

"

47'-4"

14'-8"

1'-4

"

12'-8"

4'6'-4"

20'

18'-8"

11'-4"

47'-4"

26'

10

'

6'-8

"9

'-8"

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

2'-8"

21'-4"

8'-6"

3'-4

"

2'

MAX.SPACING 8'-0"POURED CELLS W/1-#5 REBAR

4" CONC. SLAB ON COMPACTED EARTH FILL

OR FIBERMESHTERMITE TREATED SOIL.

6X6-W1.4/W1.4 MESH COVERED WITH6 MIL. VISQUEEN VAPOR BARRIER.

4" LOWER THAN FIN.FL.

ELEVATIONS ARE NAVD 88 DATUMFINISH FLOOR ELEVATION IS ( )

ELEV.

ELEV.4" LOWER THAN FIN.FL.

4" LOWER THAN FIN.FL.ELEV.

6'

5'-8

"

3'-4" 7'

SUNKEN 6"

4' OFF-SET ROOF VENT

(2)

FL.LIGHT

LT.

SDCD

FL.LT.

FAN

FANLIGHT

FANLIGHT

FANLIGHT

FANLIGHT

FANLIGHT

FANLIGHT

SDCD

CDSD

CDSD

SDCD

FAN

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

2' 16' 2'LT.

16-0 OVERHEAD DR. 7' TALL

SSS

SS

S

SSS

SSSS

SS

SSSS

SSS

S

9068 SGD

6068 S

GD

DOOR OPENER

1'-8"

1'-8

"

8' 3'-4"

5-0 BFD

2'GFI

SS

5' 2'-4"

7'-8" 3'-4"

8'

S

3'-4"

S

LT.

5'-4

"

S

9'-8"

2-8

PKT

2'

13'-8" 6'

7'

5'-8

"2

'-8"

2'

GFI

GFI

GFI

2-8

PKT

2-8 PKT

3'-4

"

3'

3'-4

"8

'3

'-4"

12'

PRE-CAST LINTEL PRE-CAST LINTEL

GFI

AFI

AFI AFI

AFI

AFI

AFI

AFI

AFI

AFI AFI

AFI

AFI

AFI

GFI

GFI

GFI

FIRE RATED DR.W/CLOSER

ELECTRICAL PANEL

A/C

A/C DISCONNECT

GFI

GFI

6'-8

"

STUCCO FIN.

1'-4

"

1/4"=1'-0" FOUNDATION PLAN

USE A 16" DEEP X 12" WIDE THICKENED

FLOOR SLAB & REINFORCED W/ SLAB EDGE POURED MONOLITHIC WITH

2-#5 REBAR X CONT.

1

1

16"

12"

IF DOWN CELLS ARE SPACED GREATER THAN 8'-0" O.C., 8" MASONRY WALL WITH #5 REBARS IN FILLED CELLS.

PLACE 1-#5 REBAR X CONTINUOUS IN ALL LINTELSOVER DOORS & WINDOW OPENINGS 5'-0" WIDE OR

STRIPS AT 16" O.C. CEILING SHALL HAVE R-30 (MIN.)

4" CONCRETE SLAB REINFORCED WITH

NOTE: INTERIOR FINISH SHALL BE 1/2" DRYWALL OVER

TERMITE POISONED COMPACTED FILL.OVER A 6 MIL. VAPOR BARRIER ONWWF 6x6-W1.4/W1.4 OR FIBERMESH

DOUBLE COURSE KNOCK-OUT BEAM IS REQUIRED.

LARGER

INSULATION BOARD & 1" X 2" P.T. FURRING

ROLLED FIBERGLASS INSULATION.

MIN. 16" DEEP COMPOSITE LINTEL

VENTED ALUM.SOFFIT

APPROX. GRADE

EXTERIOR FINISH PER ELEVATIONS

MAXIMUM

FOR ROOF PITCHSEE ELEVATIONS

2" X 4" SUB-FASCIA

FASCIA & DRIP EDGEW/ 1" x 6" CEDAR

SINGLE COURSE OF KNOCK-OUT BLOCK POURED SOLID & REINFORCED WITH 1-#5 REBAR X CONT. (PLACE 1-#5 L-BAR WITH 24" LEGS AT ALL CORNERS).IF DOWN CELLS ARE SPACED GREATER THAN 8'-0" O.C., DOUBLE COURSE KNOCK-OUT BEAM IS REQUIRED.

USE 1-SIMPSON HETA20 PER TRUSS PLY. MAX. UPLIFT 1,810 LBS. FOR SINGLE PLY. SEE TRUSS ENGINEERING FOR UPLIFTS. MAX. OF (2) CONNECTORS PER LOCATION

STEMWALL PARAMETERS: - MAXIMUM 6 COURSES IN HEIGHTOR - MAXIMUM 10 COURSES IN HEIGHT WITH UNBALANCED FILL LESS THAN 4 FEET

MIN. 16" WIDE x 8" DEEP FOOTING WITH 2- #5 REBAR x CONT.

(PLACE 2-#5 L-BARS WITH 30" LEGS AT ALL CORNERS)

1'M

IN.

30

"

8'

1'-4"

CATH.CLG.

8' CLG.

8' CLG.

8' CLG.

8' CLG.

8' CLG.

8' CLG.

8' CLG.

3-20-20

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7/16" O.S.B SHEATHING (2-M-W RATING OR 1/2” (3)-PLT PLYWOOD SHEATHING WITH 30# EELT PAPER & 25 YEAR SHINGLES. SEE ROOE COVERING NOTES EOR ADDITIONAL INFORMATION.imiimnmn©MmumNmumumu©HmumnmnmM©Mmnmnmnmiimnmii©nmumN©umumumMmum©

imiimnmn©MmumNmumumu©HmumnmnmM©Mmnmnmnmiimnmii©nmumN©umumumMmum©(ALTERNATIVELY. OMIT 1x6 CEDAR E A 01A & WRAP 2x4 SUBRACIA BOARD WITH ALUM. OR VIN YL)

u©unmnauM©M i ©w ©umumumumumumumumumumumumumumumumumun 0 LUUmOmUULOLUUmi 1 '©-0©-©1 iu©m©u©u©m©u©u©u©u©u©u©u©u©m "©00 .......................... ©' uumumumumumumumumumumumumumMi ©'©©MmumumM©

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□ □#5 REBARS AT ALL FILLED CELLS. FILLED CELLS SHALL BE LOCATED AT ALL CORNERS, CELLS ON EACH SIDE OF ALL OPENINGS, AT ALL GIRDER ATTACHMENT LOCATIONS, AND AT A MAXIMUM OF 8' SPACING ALONG STRAIGHT SECTIONS OF WALLS

V

SEE FOUNDATION NOTES

TYPICAL EXTERIOR WALL LECTION

AutoCAD SHX Text
%%UTYPICAL EXTERIOR WALL SECTION
AutoCAD SHX Text
OR
AutoCAD SHX Text
12
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
7/16" O.S.B. SHEATHING (2-M-W
AutoCAD SHX Text
RATING OR 1/2" (3)-PLY PLYWOOD
AutoCAD SHX Text
SHEATHING WITH 30# FELT PAPER &
AutoCAD SHX Text
25 YEAR SHINGLES. SEE ROOF
AutoCAD SHX Text
COVERING NOTES FOR ADDITIONAL
AutoCAD SHX Text
INFORMATION.
AutoCAD SHX Text
(ALTERNATIVELY, OMIT
AutoCAD SHX Text
1x6 CEDAR FACIA &
AutoCAD SHX Text
WRAP 2x4 SUBFACIA
AutoCAD SHX Text
BOARD WITH ALUM. OR
AutoCAD SHX Text
VINYL)
AutoCAD SHX Text
#5 REBARS AT ALL FILLED CELLS.
AutoCAD SHX Text
FILLED CELLS SHALL BE LOCATED
AutoCAD SHX Text
AT ALL CORNERS, CELLS ON EACH
AutoCAD SHX Text
SIDE OF ALL OPENINGS, AT ALL
AutoCAD SHX Text
GIRDER ATTACHMENT LOCATIONS,
AutoCAD SHX Text
AND AT A MAXIMUM OF 8' SPACING
AutoCAD SHX Text
ALONG STRAIGHT SECTIONS OF
AutoCAD SHX Text
WALLS.
AutoCAD SHX Text
SEE FOUNDATION NOTES
DDebeck
Typewritten Text
DDebeck
Typewritten Text
HOUSE 2 $247,800 on base lot
Page 3: MODEL SP-1899CROSSROADS CONSTRUCTION CO, · model sp-2097. crossroads construction co. these construction plans are designed to conform with florida building code 6th edition (2017)

MO

DEL

SP-

1771

CRO

SSRO

AD

S C

ONSTR

UCTI

ON C

O,

MARVIN

GRAY

(86

3) 8

59

-40

85

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DET

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IN F

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16

09

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) O

F TH

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LTIM

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DES

IGN W

IND

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F 1

40

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AS S

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7)

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E C

ONSTR

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TIO

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LANS A

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TO

CO

NFO

RM

WIT

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5-16-19REVISION'S

DATE:

SHEET

1#

OW

NER

/BUIL

DER

TO

VER

IFY

ALL

DIM

ENSIO

N'S

AND

DET

AIL

S

70

4 C

EDAR K

NO

LL D

R.N

ORTH

LAKE

LAND

, FL

ORID

A 3

38

09

DES

IGNER

:

PRO

JEC

T:

CO

NTA

CT

SMOKE/CARBON DET.

SMOKE DETECTOR

PHONE OUTLET

TV/CABLE OUTLET

CEILING FAN/LIGHT

EXHAUST FAN

PH

LIGHTFAN

TV

SD

SDCO

FAN

ELECTRICAL PER NEC 2011

SWITCH3-WAY SWITCH

110 VOLT OUTLET220 VOLT OUTLET

LIGHT FIXTURE

RECESSED LIGHT (CAN)

FLUORESCENT LIGHT

FLOOD LIGHTS

ELECTRICAL LEGEND

FL.LIGHT

FL.LT.

LT.

SS3

FLOOR PLAN

512

1/4"=1'-0"

SQUARE FOOTAGE

19

'-8"

2'-8"

48

'

13

'-8"

ENTRY

6'14'

12'-8"

BEDROOM 2

5068 B

FD

14'

15'-4"

3068

ENTRYTOTAL

GARAGELIVING

LANAI36

1771

1321302112

17

'-8"

9'

DINNING

35

DESK

1668

2868

2868

2868

KITCHEN

REF.

D.W.

2868

LANAI

8'

GREAT ROOM

WASHERDRYER

GARAGE

2868

4068 B

FD

WH

4068 BFD

2868

2468

38'

15'-8"

30'8'

25

25

12'-8"

MASTER BEDROOM

25 35

(3)

48

'

1'-4" 1'-4" 11' 4'-8"

1'-4

"

1'-4

"

4'-8" 2'-8" 10' 2'-8"

38'

10-0 OVERHEAD DR. 7' TALL

35

6'

LEFT ELEVATION RIGHT ELEVATION REAR ELEVATION

FRONT ELEVATION 1/4"=1'-0"

1/8"=1'-0"1/8"=1'-0" 1/8"=1'-0"

19

'-8"

48

'

48

'

6'

38'

6'14'

4'-8" 10'

15'-4"

2'-8" 2'-8"

38'

30'

1'-4

"

11'

8'

1'-4" 1'-4"

1'-4

"

4'-8"

SLO

PE

MAX.SPACING 8'-0"POURED CELLS W/1-#5 REBAR

4" CONC. SLAB ON COMPACTED EARTH FILL

OR FIBERMESHTERMITE TREATED SOIL.

6X6-W1.4/W1.4 MESH COVERED WITH6 MIL. VISQUEEN VAPOR BARRIER.

4" LOWER THAN FIN.FL.

ELEVATIONS ARE NAVD 88 DATUMFINISH FLOOR ELEVATION IS ( )

ELEV.

4" LOWER THAN FIN.FL.ELEV.

4" LOWER THAN FIN.FL.ELEV.

3' 9'-8"

5'-8

"

4"

SUNKEN 6"

1/4"=1'-0"

FOUNDATION PLAN

FL.LIGHTS

SDCD

FL.LT.

FAN

FANLIGHT

FANLIGHT

FANLIGHT

FANLIGHT

CDSD

FAN

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT. LT.

LT.

SSS

S

S

SS

S

SS

SS

S

S

SS

S

AFI

AFI AFI

AFI

AFI

AFI

AFI

AFI

AFI

AFI

AFI

9' 3'-4" 2' 4'-4"

7'-8

"

ATTIC ACCESSMIN.22"X36"

A/C

ELECTRICAL PANEL

A/C DISCONNECT

GFI

GFIGFI

GFI

GFI

GFI

GFIGFI

GFI

GFI

SS

LT.

LT.

LT. LT.

SS

4'-8" 5'-4"

2'-8

"

6" WALL

5'-8

"

1'-8" 3'

9'-8"

12

'-8"

5'

5'-8

"

SS

GFI

2'-8

"3

'-4"

8' DOOR OPENER

FIRE

RATE

D D

R.

W/C

LOSER

5'-8

"6

'-4"

2868

SS

3'-4" 5'

5'-4" 3'

2-8

PKT

1'-4"

3'-4

"

14

'

PRE-

CAST

LINTE

L

4' OFF-SET ROOF VENTS

STUCCO FIN.

11-1-19

FALSE GABLE

20

'

2'-8"

STUCCO BANDING TO MAKE COLUMN LOOK

20

'4

'-8"

14

'1

4'

14

'1

4'

USE A 16" DEEP X 12" WIDE THICKENED

FLOOR SLAB & REINFORCED W/ SLAB EDGE POURED MONOLITHIC WITH

2-#5 REBAR X CONT.

1

1

16"

12"

IF DOWN CELLS ARE SPACED GREATER THAN 8'-0" O.C., 8" MASONRY WALL WITH #5 REBARS IN FILLED CELLS.

PLACE 1-#5 REBAR X CONTINUOUS IN ALL LINTELSOVER DOORS & WINDOW OPENINGS 5'-0" WIDE OR

STRIPS AT 16" O.C. CEILING SHALL HAVE R-30 (MIN.)

4" CONCRETE SLAB REINFORCED WITH

NOTE: INTERIOR FINISH SHALL BE 1/2" DRYWALL OVER

TERMITE POISONED COMPACTED FILL.OVER A 6 MIL. VAPOR BARRIER ONWWF 6x6-W1.4/W1.4 OR FIBERMESH

DOUBLE COURSE KNOCK-OUT BEAM IS REQUIRED.

LARGER

INSULATION BOARD & 1" X 2" P.T. FURRING

ROLLED FIBERGLASS INSULATION.

MIN. 16" DEEP COMPOSITE LINTEL

VENTED ALUM.SOFFIT

APPROX. GRADE

EXTERIOR FINISH PER ELEVATIONS

MAXIMUM

FOR ROOF PITCHSEE ELEVATIONS

2" X 4" SUB-FASCIA

FASCIA & DRIP EDGEW/ 1" x 6" CEDAR

SINGLE COURSE OF KNOCK-OUT BLOCK POURED SOLID & REINFORCED WITH 1-#5 REBAR X CONT. (PLACE 1-#5 L-BAR WITH 24" LEGS AT ALL CORNERS).IF DOWN CELLS ARE SPACED GREATER THAN 8'-0" O.C., DOUBLE COURSE KNOCK-OUT BEAM IS REQUIRED.

USE 1-SIMPSON HETA20 PER TRUSS PLY. MAX. UPLIFT 1,810 LBS. FOR SINGLE PLY. SEE TRUSS ENGINEERING FOR UPLIFTS. MAX. OF (2) CONNECTORS PER LOCATION

STEMWALL PARAMETERS: - MAXIMUM 6 COURSES IN HEIGHTOR - MAXIMUM 10 COURSES IN HEIGHT WITH UNBALANCED FILL LESS THAN 4 FEET

MIN. 16" WIDE x 8" DEEP FOOTING WITH 2- #5 REBAR x CONT.

(PLACE 2-#5 L-BARS WITH 30" LEGS AT ALL CORNERS)

1'M

IN.

30

"

8'

6'-8

"

1'-4"

4'-8

"

3-20-20

CATH

.CLG

.

8' CLG.

PRE-CAST LINTEL

AutoCAD SHX Text
%%UTYPICAL EXTERIOR WALL SECTION
AutoCAD SHX Text
OR
AutoCAD SHX Text
12
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
7/16" O.S.B. SHEATHING (2-M-W
AutoCAD SHX Text
RATING OR 1/2" (3)-PLY PLYWOOD
AutoCAD SHX Text
SHEATHING WITH 30# FELT PAPER &
AutoCAD SHX Text
25 YEAR SHINGLES. SEE ROOF
AutoCAD SHX Text
COVERING NOTES FOR ADDITIONAL
AutoCAD SHX Text
INFORMATION.
AutoCAD SHX Text
(ALTERNATIVELY, OMIT
AutoCAD SHX Text
1x6 CEDAR FACIA &
AutoCAD SHX Text
WRAP 2x4 SUBFACIA
AutoCAD SHX Text
BOARD WITH ALUM. OR
AutoCAD SHX Text
VINYL)
AutoCAD SHX Text
#5 REBARS AT ALL FILLED CELLS.
AutoCAD SHX Text
FILLED CELLS SHALL BE LOCATED
AutoCAD SHX Text
AT ALL CORNERS, CELLS ON EACH
AutoCAD SHX Text
SIDE OF ALL OPENINGS, AT ALL
AutoCAD SHX Text
GIRDER ATTACHMENT LOCATIONS,
AutoCAD SHX Text
AND AT A MAXIMUM OF 8' SPACING
AutoCAD SHX Text
ALONG STRAIGHT SECTIONS OF
AutoCAD SHX Text
WALLS.
AutoCAD SHX Text
SEE FOUNDATION NOTES
DDebeck
Typewritten Text
HOUSE 3 $229,900 on base lot
Page 4: MODEL SP-1899CROSSROADS CONSTRUCTION CO, · model sp-2097. crossroads construction co. these construction plans are designed to conform with florida building code 6th edition (2017)

MO

DEL

SP-

2104

CRO

SSRO

AD

S C

ONSTR

UC

TIO

N C

O.

MARVIN

GRAY

(86

3) 8

59

-40

85

SEE

STR

UC

TUAL

DET

AIL

SHEE

T FO

R A

DD

ITIO

NAL

NO

TES:

IN F

IGURE

16

09

.3(1

) O

F TH

E C

OD

EFO

R A

N U

LTIM

ATE

DES

IGN W

IND

SPE

ED O

F 1

40

MPH

AS S

HO

WN

FLO

RID

A B

UIL

DIN

G C

OD

E 6

TH E

DIT

ION (2

01

7)

THES

E C

ONSTR

UC

TIO

N P

LANS A

RE

DES

IGNED

TO

CO

NFO

RM

WIT

H

11-1-19REVISION'S

DATE:

SHEET

1#

OW

NER

/BUIL

DER

TO

VER

IFY

ALL

DIM

ENSIO

N'S

AND

DET

AIL

S

70

4 C

EDAR K

NO

LL D

R.N

ORTH

LAKE

LAND

, FL

ORID

A 3

38

09

DES

IGNER

:

PRO

JEC

T:

CO

NTA

CT

SMOKE/CARBON DET.

SMOKE DETECTOR

PHONE OUTLET

TV/CABLE OUTLET

CEILING FAN/LIGHT

EXHAUST FAN

PH

LIGHTFAN

TV

SD

SDCO

FAN

ELECTRICAL PER NEC 2011

SWITCH3-WAY SWITCH

110 VOLT OUTLET220 VOLT OUTLET

LIGHT FIXTURE

RECESSED LIGHT (CAN)

FLUORESCENT LIGHT

FLOOD LIGHTS

ELECTRICAL LEGEND

FL.LIGHT

FL.LT.

LT.

SS3

FLOOR PLAN

512

1/4"=1'-0"

6'

48

'

42

'

19

'

42

'

9'-8

"11

'

20'-8"24'2'

ENTRY

3068

18'-4"

10

'-4"

21

'-4"

15'-8"

GREAT ROOM

2868

BEDROOM 2

5068 BFD

FOYER

2868

2068

1668

11'

11

'

REF.

KITCHEN

D.W.

2068

STUDY

DRYERWASHER

UTILITY

2868

GARAGE

2104

378

SQUARE FOOTAGE

144

1582

ENTRYGARAGE

TOTAL

LIVING

ATT

IC A

CCES

S22"X

36" M

IN.

2468

W.I.C.

FIRE

RATE

D D

R.

2868

2068

26'-8"

DINING ROOM MASTER SUITE

WH

(4)

4' 7'-2" 9' 2'-8"11'-4"

3'-4

"

46'-8"

46'-8"

LEFT ELEVATION RIGHT ELEVATION REAR ELEVATION

FRONT ELEVATION 1/4"=1'-0"

1/8"=1'-0"1/8"=1'-0" 1/8"=1'-0"

15

'-8"

16

'-8"

3'-8" 9' 16'5' 1'-4"

1' 7' 1' 6' 1' 7' 1'

5' 16'9'3'-8"

46'-8"

20'-8"2'

6'

48

'

7'

FOUNDATION PLAN

24'1'7'1' 6' 1' 1'

1'-4"

46'-8"

42

'

15

'-8"

3'-4

"

7'-2"4' 9'

16

'-8"

42

'

18'

19

'

2'-8"11'-4"

1/4"=1'-0"

MAX.SPACING 8'-0"POURED CELLS W/1-#5 REBAR

4" CONC. SLAB ON COMPACTED EARTH FILL

OR FIBERMESHTERMITE TREATED SOIL.

6X6-W1.4/W1.4 MESH COVERED WITH6 MIL. VISQUEEN VAPOR BARRIER.

3'

7'-8

"

4"

SUNKEN 6"

4" LOWER THAN FIN.FL.

ELEVATIONS ARE NAVD 88 DATUMFINISH FLOOR ELEVATION IS ( )

ELEV.

4" LOWER THAN FIN.FL.ELEV.

35 EGRESS 35 EGRESS

11' 4'-8" 10'-8" 18'

16-0 OVERHEAD DR. 7' TALL

35

6068 SGD

35 25 EGRESS 25 EGRESS

22

1/2

32

35

FANLIGHT

FL.LIGHT

LT.

S

S

FL.LT.

FAN

FANLIGHT

FANLIGHT

FANLIGHT

SDCD

SDCD

SDCD

SDCD

SDCD

FAN

5'-2

"

SS S

SS

SS

SS S

SS

SSSS

LT. LT. LT.

LT.

LT.

LT. LT.

LT.

LT.LT.

LT.

LT.

LT.

LT.

LT.

LT.

S

LT.

LT.

SS

8'-4"2'

6" WALL

2'-4

"5

'2

'-4"

6'-6"

2'

10

'-6"

5'

5'-4

"

8'

PANTRY

3' 4'-8"

3'-4

"

10'1'3'-8"1'

1'

2'

3'

3'-4"

6' 5'-4"

S S S

2' 3' 3' 3'

3'

3'

3'

3'-4"

SS

SS

S

3'7'-8

"

7'-8

"

5'-8

"1

'-8"

3'

2-8 PKT

2-8

PKT

GFI GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

AFI AFI

AFI

AFI

AFI

AFI

AFI

AFIAFI

AFI

AFI AFI

AFI

AFI

3'

GFI

ELECTRICAL PANEL

A/C

A/C DISCONNECT2868

W/C

LOSER

6'

6'

48

'

48

'

8'

1'-4"

CATH.CLG.

CATH.CLG.

USE A 16" DEEP X 12" WIDE THICKENED

FLOOR SLAB & REINFORCED W/ SLAB EDGE POURED MONOLITHIC WITH

2-#5 REBAR X CONT.

1

1

16"

12"

IF DOWN CELLS ARE SPACED GREATER THAN 8'-0" O.C., 8" MASONRY WALL WITH #5 REBARS IN FILLED CELLS.

PLACE 1-#5 REBAR X CONTINUOUS IN ALL LINTELSOVER DOORS & WINDOW OPENINGS 5'-0" WIDE OR

STRIPS AT 16" O.C. CEILING SHALL HAVE R-30 (MIN.)

4" CONCRETE SLAB REINFORCED WITH

NOTE: INTERIOR FINISH SHALL BE 1/2" DRYWALL OVER

TERMITE POISONED COMPACTED FILL.OVER A 6 MIL. VAPOR BARRIER ONWWF 6x6-W1.4/W1.4 OR FIBERMESH

DOUBLE COURSE KNOCK-OUT BEAM IS REQUIRED.

LARGER

INSULATION BOARD & 1" X 2" P.T. FURRING

ROLLED FIBERGLASS INSULATION.

MIN. 16" DEEP COMPOSITE LINTEL

VENTED ALUM.SOFFIT

APPROX. GRADE

EXTERIOR FINISH PER ELEVATIONS

MAXIMUM

FOR ROOF PITCHSEE ELEVATIONS

2" X 4" SUB-FASCIA

FASCIA & DRIP EDGEW/ 1" x 6" CEDAR

SINGLE COURSE OF KNOCK-OUT BLOCK POURED SOLID & REINFORCED WITH 1-#5 REBAR X CONT. (PLACE 1-#5 L-BAR WITH 24" LEGS AT ALL CORNERS).IF DOWN CELLS ARE SPACED GREATER THAN 8'-0" O.C., DOUBLE COURSE KNOCK-OUT BEAM IS REQUIRED.

USE 1-SIMPSON HETA20 PER TRUSS PLY. MAX. UPLIFT 1,810 LBS. FOR SINGLE PLY. SEE TRUSS ENGINEERING FOR UPLIFTS. MAX. OF (2) CONNECTORS PER LOCATION

STEMWALL PARAMETERS: - MAXIMUM 6 COURSES IN HEIGHTOR - MAXIMUM 10 COURSES IN HEIGHT WITH UNBALANCED FILL LESS THAN 4 FEET

MIN. 16" WIDE x 8" DEEP FOOTING WITH 2- #5 REBAR x CONT.

(PLACE 2-#5 L-BARS WITH 30" LEGS AT ALL CORNERS)

1'M

IN.

30

"

4' OFF-SET ROOF VENT 3-20-20

PRE-CAST LINTEL

6'-8

"

AutoCAD SHX Text
%%UTYPICAL EXTERIOR WALL SECTION
AutoCAD SHX Text
OR
AutoCAD SHX Text
12
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
7/16" O.S.B. SHEATHING (2-M-W
AutoCAD SHX Text
RATING OR 1/2" (3)-PLY PLYWOOD
AutoCAD SHX Text
SHEATHING WITH 30# FELT PAPER &
AutoCAD SHX Text
25 YEAR SHINGLES. SEE ROOF
AutoCAD SHX Text
COVERING NOTES FOR ADDITIONAL
AutoCAD SHX Text
INFORMATION.
AutoCAD SHX Text
(ALTERNATIVELY, OMIT
AutoCAD SHX Text
1x6 CEDAR FACIA &
AutoCAD SHX Text
WRAP 2x4 SUBFACIA
AutoCAD SHX Text
BOARD WITH ALUM. OR
AutoCAD SHX Text
VINYL)
AutoCAD SHX Text
#5 REBARS AT ALL FILLED CELLS.
AutoCAD SHX Text
FILLED CELLS SHALL BE LOCATED
AutoCAD SHX Text
AT ALL CORNERS, CELLS ON EACH
AutoCAD SHX Text
SIDE OF ALL OPENINGS, AT ALL
AutoCAD SHX Text
GIRDER ATTACHMENT LOCATIONS,
AutoCAD SHX Text
AND AT A MAXIMUM OF 8' SPACING
AutoCAD SHX Text
ALONG STRAIGHT SECTIONS OF
AutoCAD SHX Text
WALLS.
AutoCAD SHX Text
SEE FOUNDATION NOTES
DDebeck
Typewritten Text
HOUSE 4 $257,800 on base lot
Page 5: MODEL SP-1899CROSSROADS CONSTRUCTION CO, · model sp-2097. crossroads construction co. these construction plans are designed to conform with florida building code 6th edition (2017)

MO

DEL

SP-

1584

CRO

SSRO

AD

S C

ONSTR

UCTI

ON C

O,

MARVIN

GRAY

(86

3) 8

59

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R A

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NO

TES:

IN F

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16

09

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) O

F TH

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OD

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R A

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DES

IGN W

IND

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40

MPH

AS S

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A B

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DIN

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ION (2

01

7)

THES

E C

ONSTR

UC

TIO

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LANS A

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IGNED

TO

CO

NFO

RM

WIT

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5-16-19REVISION'S

DATE:

SHEET

1#

OW

NER

/BUIL

DER

TO

VER

IFY

ALL

DIM

ENSIO

N'S

AND

DET

AIL

S

70

4 C

EDAR K

NO

LL D

R.N

ORTH

LAKE

LAND

, FL

ORID

A 3

38

09

DES

IGNER

:

PRO

JEC

T:

CO

NTA

CT

SMOKE/CARBON DET.

SMOKE DETECTOR

PHONE OUTLET

TV/CABLE OUTLET

CEILING FAN/LIGHT

EXHAUST FAN

PH

LIGHTFAN

TV

SD

SDCO

FAN

ELECTRICAL PER NEC 2011

SWITCH3-WAY SWITCH

110 VOLT OUTLET220 VOLT OUTLET

LIGHT FIXTURE

RECESSED LIGHT (CAN)

FLUORESCENT LIGHT

FLOOD LIGHTS

ELECTRICAL LEGEND

FL.LIGHT

FL.LT.

LT.

SS3

FLOOR PLAN 1/4"=1'-0"

REF

.

33

'-4"

19

'-4"

ENTRY

4'

36'

12'-8"

11'-4" 18'

19'-4"

FOYER

BEDROOM 2

WH

28'36'

11'-4"

21

'

KITCHEN

D.W.

3068

DINING ROOM

2068

GREAT ROOM

LANAI

8'

10

'-8"

10

'-4"

1668

14

'

GARAGE

SQUARE FOOTAGE

GARAGE

ENTRY

TOTAL

LANAI

LIVING

2868

39685

1584

16

10874'

ATTIC ACCESS22"X36" MIN.

DRYER WASHER

2868

W.I.C.

2868

5'

MASTER SUITE 12'-8"

5068 B

FD

2868

44

'

125

LEFT ELEVATION RIGHT ELEVATION REAR ELEVATION

FRONT ELEVATION 1/4"=1'-0"

1/8"=1'-0"1/8"=1'-0" 1/8"=1'-0"

2'

13

'-4"

21

'-4"

44

'

4' 1'-8"16'1'-8"

44

'

13

'-4"

33

'-4"

44

'

19

'-4"

18'

16'

19'-4"

36'

12'-8"

4'-4"

4'

1'-8" 1'-8"

11'-4"28'

2'

10

'-8"

8'

21

'-4"

5'-4"

FOUNDATION PLAN 1/4"=1'-0"

36'

FL.LIGHT

FL.LT.

FANLIGHT

FANLIGHT

FANLIGHT

FAN

FAN

LT.

LT.

LT.

LT.

LT.LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

CDSD

CDSD

CDSD

16-0 OVERHEAD DR. 7' TALL

35

35

25

12

6068 SGD

25 EGRESS 25 EGRESS

5'-4"11'-4"1'-4"

1'-4

"

2'

S SS

SS

S S

S

SS

SS

SSS

SSS SS

SS

S

SS

11

'

6'-4" 3' 2' 5'

4'

9'-8

"

1'-4"

8'

2'

2'-8

"2'-4"

2-8 PKT

2-8 PKT

2-0

PKT

9'-8"5'-4"5'-8"

17

'2

'-4"

2'-6

"

SLO

PE

BORA-CARE TERMITICIDE (WOOD TREATMENT)

6X6-W1.4/W1.4 MESH COVERED WITH4" CONC. SLAB ON COMPACTED EARTH FILL

23% Disodium Octaborate Tetrahydrate

6 MIL. VISQUEEN VAPOR BARRIER.

ASSUMED ELEV.100.67'

MAX.SPACING 8'-0"POURED CELLS W/1-#5 REBAR

ELEV.100.33'

OR FIBERMESH

6'4'

3'

4"

100.33'ELEV.

100.33'ELEV.

7'-8"7'5'-4"13'-8"

8'-8

"3

'-4"

2'-4

"

6'

2'-6

"

5'-4

"3

'

6'-8

"

FL.LT.

AFI

GFI

AFI

AFI

AFI

AFI

AFI

AFI

AFI

AFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

6" WALLFI

RE

RATE

D D

R.

W/C

LOSER

LIN.

ELECTRICAL PANEL

GFI

A/C

A/C DISCONNECT

PRE-CAST LINTEL

(5)

11-1-19

8'

3-20-20

USE A 16" DEEP X 12" WIDE THICKENED

FLOOR SLAB & REINFORCED W/ SLAB EDGE POURED MONOLITHIC WITH

2-#5 REBAR X CONT.

1

1

16"

12"

IF DOWN CELLS ARE SPACED GREATER THAN 8'-0" O.C., 8" MASONRY WALL WITH #5 REBARS IN FILLED CELLS.

PLACE 1-#5 REBAR X CONTINUOUS IN ALL LINTELSOVER DOORS & WINDOW OPENINGS 5'-0" WIDE OR

STRIPS AT 16" O.C. CEILING SHALL HAVE R-30 (MIN.)

4" CONCRETE SLAB REINFORCED WITH

NOTE: INTERIOR FINISH SHALL BE 1/2" DRYWALL OVER

TERMITE POISONED COMPACTED FILL.OVER A 6 MIL. VAPOR BARRIER ONWWF 6x6-W1.4/W1.4 OR FIBERMESH

DOUBLE COURSE KNOCK-OUT BEAM IS REQUIRED.

LARGER

INSULATION BOARD & 1" X 2" P.T. FURRING

ROLLED FIBERGLASS INSULATION.

MIN. 16" DEEP COMPOSITE LINTEL

VENTED ALUM.SOFFIT

APPROX. GRADE

EXTERIOR FINISH PER ELEVATIONS

MAXIMUM

FOR ROOF PITCHSEE ELEVATIONS

2" X 4" SUB-FASCIA

FASCIA & DRIP EDGEW/ 1" x 6" CEDAR

SINGLE COURSE OF KNOCK-OUT BLOCK POURED SOLID & REINFORCED WITH 1-#5 REBAR X CONT. (PLACE 1-#5 L-BAR WITH 24" LEGS AT ALL CORNERS).IF DOWN CELLS ARE SPACED GREATER THAN 8'-0" O.C., DOUBLE COURSE KNOCK-OUT BEAM IS REQUIRED.

USE 1-SIMPSON HETA20 PER TRUSS PLY. MAX. UPLIFT 1,810 LBS. FOR SINGLE PLY. SEE TRUSS ENGINEERING FOR UPLIFTS. MAX. OF (2) CONNECTORS PER LOCATION

STEMWALL PARAMETERS: - MAXIMUM 6 COURSES IN HEIGHTOR - MAXIMUM 10 COURSES IN HEIGHT WITH UNBALANCED FILL LESS THAN 4 FEET

MIN. 16" WIDE x 8" DEEP FOOTING WITH 2- #5 REBAR x CONT.

(PLACE 2-#5 L-BARS WITH 30" LEGS AT ALL CORNERS)

1'M

IN.

30

"

CATH.CLG.

8' CLG.8' CLG.

8' CLG.

8' CLG.

PRE-CAST LTL.

AutoCAD SHX Text
%%UTYPICAL EXTERIOR WALL SECTION
AutoCAD SHX Text
OR
AutoCAD SHX Text
12
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
7/16" O.S.B. SHEATHING (2-M-W
AutoCAD SHX Text
RATING OR 1/2" (3)-PLY PLYWOOD
AutoCAD SHX Text
SHEATHING WITH 30# FELT PAPER &
AutoCAD SHX Text
25 YEAR SHINGLES. SEE ROOF
AutoCAD SHX Text
COVERING NOTES FOR ADDITIONAL
AutoCAD SHX Text
INFORMATION.
AutoCAD SHX Text
(ALTERNATIVELY, OMIT
AutoCAD SHX Text
1x6 CEDAR FACIA &
AutoCAD SHX Text
WRAP 2x4 SUBFACIA
AutoCAD SHX Text
BOARD WITH ALUM. OR
AutoCAD SHX Text
VINYL)
AutoCAD SHX Text
#5 REBARS AT ALL FILLED CELLS.
AutoCAD SHX Text
FILLED CELLS SHALL BE LOCATED
AutoCAD SHX Text
AT ALL CORNERS, CELLS ON EACH
AutoCAD SHX Text
SIDE OF ALL OPENINGS, AT ALL
AutoCAD SHX Text
GIRDER ATTACHMENT LOCATIONS,
AutoCAD SHX Text
AND AT A MAXIMUM OF 8' SPACING
AutoCAD SHX Text
ALONG STRAIGHT SECTIONS OF
AutoCAD SHX Text
WALLS.
AutoCAD SHX Text
SEE FOUNDATION NOTES
DDebeck
Typewritten Text
HOUSE 5 $208,900 on base lot
Page 6: MODEL SP-1899CROSSROADS CONSTRUCTION CO, · model sp-2097. crossroads construction co. these construction plans are designed to conform with florida building code 6th edition (2017)

MO

DEL

SP-

2079

CRO

SSRO

AD

S C

ONSTR

UC

TIO

N C

O.

MARVIN

GRAY

(86

3) 8

59

-40

85

SEE

STR

UC

TUAL

DET

AIL

SHEE

T FO

R A

DD

ITIO

NAL

NO

TES:

IN F

IGURE

16

09

.3(1

) O

F TH

E C

OD

EFO

R A

N U

LTIM

ATE

DES

IGN W

IND

SPE

ED O

F 1

40

MPH

AS S

HO

WN

FLO

RID

A B

UIL

DIN

G C

OD

E 6

TH E

DIT

ION (2

01

7)

THES

E C

ONSTR

UC

TIO

N P

LANS A

RE

DES

IGNED

TO

CO

NFO

RM

WIT

H

11-18-19REVISION'S

DATE:

SHEET

1#

OW

NER

/BUIL

DER

TO

VER

IFY

ALL

DIM

ENSIO

N'S

AND

DET

AIL

S

70

4 C

EDAR K

NO

LL D

R.N

ORTH

LAKE

LAND

, FL

ORID

A 3

38

09

DES

IGNER

:

PRO

JEC

T:

CO

NTA

CT

SMOKE/CARBON DET.

SMOKE DETECTOR

PHONE OUTLET

TV/CABLE OUTLET

CEILING FAN/LIGHT

EXHAUST FAN

PH

LIGHTFAN

TV

SD

SDCO

FAN

ELECTRICAL PER NEC 2011

SWITCH3-WAY SWITCH

110 VOLT OUTLET220 VOLT OUTLET

LIGHT FIXTURE

RECESSED LIGHT (CAN)

FLUORESCENT LIGHT

FLOOD LIGHTS

ELECTRICAL LEGEND

FL.LIGHT

FL.LT.

LT.

SS3

FLOOR PLAN 1/4"=1'-0"

10

'

1423LIVING

32

'15

'

16'

18'-8"

20'

47'-4"

512

2'

GARAGE

TOTAL

LANAIENTRY

2079

398

78180

12'-8"

BEDROOM 2 ENTRY

14'-8"

2'

5'-4

"

25 253068

25 EGRESS

21'-4"20

68

4068 BFD

47'-4"

22'-8"

14

'5

'-6"

DRYER WASHER

22"X

36" M

IN.

ATT

IC A

CCES

S

SQUARE FOOTAGE

GARAGE

2868

MASTER SUITE

UTILITY

25 E

GRES

S

2868

2868

REF

.

12'-8"

6'-4

"

2468

9'-4

"

11'-4"

1668

BEDROOM 3

GREAT ROOM WH

FOYER

1668

2868

2868

2868

DINING ROOM

23

KITCHEN

LANAI

10

'

25 E

GRES

S

4068 BFD

4068 BFD

19'-4"

6'-8

"

5'-4"

D.W.

23

8'

9'-6

"

48

'

16-0 OVERHEAD DR. 7' TALL

19

'-8"

LEFT ELEVATION RIGHT ELEVATION REAR ELEVATION

FRONT ELEVATION 1/4"=1'-0"

1/8"=1'-0"1/8"=1'-0" 1/8"=1'-0"

6'-8

"

48

'

4'-8"

2'-8" 8"

8"

1'-4" 1'-4"18'

1'-4

"

15'-4" 3'-4" 2' 5'-4"

9' 6'

3'-4" 6'-4"3'-4

"2

'

8"2'-8"

48

'

19

'-8"

48

'

5'-4

"

32

'

14'-8"

47'-4"

2'

20'

18'-8"

16' 2' 4'-8"

12'-8"

5'-4"

6'-8

"

47'-4"

9'-6

"

22'-8"

8'

9'-4

"

8"

6'-8

"

18'

19'-4"

1'-4"

1'-4

"

1'-4"

SLO

PE

MAX.SPACING 8'-0"POURED CELLS W/1-#5 REBAR

4" CONC. SLAB ON COMPACTED EARTH FILL

OR FIBERMESHTERMITE TREATED SOIL.

6X6-W1.4/W1.4 MESH COVERED WITH6 MIL. VISQUEEN VAPOR BARRIER.

100.67'ASSUMED ELEV.

ELEV.100.33'

ELEV.100.33'

ELEV.100.33'

8'

3'

SUNKEN 6"

1/4"=1'-0"

FOUNDATION PLAN

FANLIGHT

FL.LIGHT

LT.

S

SDCD

FL.LT.

FAN

FL.LT.FAN

SDCD

SDCD

SDCD

SDCD

FANLIGHT

FANLIGHT

FANLIGHT

FANLIGHT

LT.

LT.LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

S

SSS

SS

SS

S

SSS

SS

SSLT.

2'

S S

S

S S

SSS

S

5'-4

"2

'

7'-8"3'-4"

5'-4"2'

SSS

5068 SGD

6" WALLGFI

GFI

GFI

GFIGFI

GFI

GFI

GFI

GFI

GFI

GFI GFI

2-8 PKT

2-0

PKT

6'-8" 9'

6'-4

"

3'

3'

8'6'

5'

4'

4'

25 E

GRES

S

AFI

AFI

AFI

AFI

AFI

AFI

AFIAFI

AFI

AFI

AFI

AFI

AFI

11'-4"

8'3'-8"

16

'-8"

3'

3'-8

"

PRE-CAST LINTEL

9'-4

"

GFI

S

S

LT. LT.

FIRE RATED DR.W/CLOSER

GFI

A/C ELECTRICAL PANEL

GARAGE DOOR OPENER

8' CLG.

(6)

2'

CATH.CLG.

8' CLG.

8' CLG.

8' CLG.

8' CLG.

8'

6'-8

"

1'-4"

3-20-20

USE A 16" DEEP X 12" WIDE THICKENED

FLOOR SLAB & REINFORCED W/ SLAB EDGE POURED MONOLITHIC WITH

2-#5 REBAR X CONT.

1

1

16"

12"

IF DOWN CELLS ARE SPACED GREATER THAN 8'-0" O.C., 8" MASONRY WALL WITH #5 REBARS IN FILLED CELLS.

PLACE 1-#5 REBAR X CONTINUOUS IN ALL LINTELSOVER DOORS & WINDOW OPENINGS 5'-0" WIDE OR

STRIPS AT 16" O.C. CEILING SHALL HAVE R-30 (MIN.)

4" CONCRETE SLAB REINFORCED WITH

NOTE: INTERIOR FINISH SHALL BE 1/2" DRYWALL OVER

TERMITE POISONED COMPACTED FILL.OVER A 6 MIL. VAPOR BARRIER ONWWF 6x6-W1.4/W1.4 OR FIBERMESH

DOUBLE COURSE KNOCK-OUT BEAM IS REQUIRED.

LARGER

INSULATION BOARD & 1" X 2" P.T. FURRING

ROLLED FIBERGLASS INSULATION.

MIN. 16" DEEP COMPOSITE LINTEL

VENTED ALUM.SOFFIT

APPROX. GRADE

EXTERIOR FINISH PER ELEVATIONS

MAXIMUM

FOR ROOF PITCHSEE ELEVATIONS

2" X 4" SUB-FASCIA

FASCIA & DRIP EDGEW/ 1" x 6" CEDAR

SINGLE COURSE OF KNOCK-OUT BLOCK POURED SOLID & REINFORCED WITH 1-#5 REBAR X CONT. (PLACE 1-#5 L-BAR WITH 24" LEGS AT ALL CORNERS).IF DOWN CELLS ARE SPACED GREATER THAN 8'-0" O.C., DOUBLE COURSE KNOCK-OUT BEAM IS REQUIRED.

USE 1-SIMPSON HETA20 PER TRUSS PLY. MAX. UPLIFT 1,810 LBS. FOR SINGLE PLY. SEE TRUSS ENGINEERING FOR UPLIFTS. MAX. OF (2) CONNECTORS PER LOCATION

STEMWALL PARAMETERS: - MAXIMUM 6 COURSES IN HEIGHTOR - MAXIMUM 10 COURSES IN HEIGHT WITH UNBALANCED FILL LESS THAN 4 FEET

MIN. 16" WIDE x 8" DEEP FOOTING WITH 2- #5 REBAR x CONT.

(PLACE 2-#5 L-BARS WITH 30" LEGS AT ALL CORNERS)

1'M

IN.

30

"

PRE-CAST LINTEL

AutoCAD SHX Text
%%UTYPICAL EXTERIOR WALL SECTION
AutoCAD SHX Text
OR
AutoCAD SHX Text
12
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
7/16" O.S.B. SHEATHING (2-M-W
AutoCAD SHX Text
RATING OR 1/2" (3)-PLY PLYWOOD
AutoCAD SHX Text
SHEATHING WITH 30# FELT PAPER &
AutoCAD SHX Text
25 YEAR SHINGLES. SEE ROOF
AutoCAD SHX Text
COVERING NOTES FOR ADDITIONAL
AutoCAD SHX Text
INFORMATION.
AutoCAD SHX Text
(ALTERNATIVELY, OMIT
AutoCAD SHX Text
1x6 CEDAR FACIA &
AutoCAD SHX Text
WRAP 2x4 SUBFACIA
AutoCAD SHX Text
BOARD WITH ALUM. OR
AutoCAD SHX Text
VINYL)
AutoCAD SHX Text
#5 REBARS AT ALL FILLED CELLS.
AutoCAD SHX Text
FILLED CELLS SHALL BE LOCATED
AutoCAD SHX Text
AT ALL CORNERS, CELLS ON EACH
AutoCAD SHX Text
SIDE OF ALL OPENINGS, AT ALL
AutoCAD SHX Text
GIRDER ATTACHMENT LOCATIONS,
AutoCAD SHX Text
AND AT A MAXIMUM OF 8' SPACING
AutoCAD SHX Text
ALONG STRAIGHT SECTIONS OF
AutoCAD SHX Text
WALLS.
AutoCAD SHX Text
SEE FOUNDATION NOTES
DDebeck
Typewritten Text
HOUSE 6 $248,800 on base lot
Page 7: MODEL SP-1899CROSSROADS CONSTRUCTION CO, · model sp-2097. crossroads construction co. these construction plans are designed to conform with florida building code 6th edition (2017)

MO

DEL

SP-

2156

CRO

SSRO

AD

S C

ONSTR

UCTI

ON C

O,

MARVIN

GRAY

(86

3) 8

59

-40

85

SEE

STR

UC

TUAL

DET

AIL

SHEE

T FO

R A

DD

ITIO

NAL

NO

TES:

IN F

IGURE

16

09

.3(1

) O

F TH

E C

OD

EFO

R A

N U

LTIM

ATE

DES

IGN W

IND

SPE

ED O

F 1

40

MPH

AS S

HO

WN

FLO

RID

A B

UIL

DIN

G C

OD

E 6

TH E

DIT

ION (2

01

7)

THES

E C

ONSTR

UC

TIO

N P

LANS A

RE

DES

IGNED

TO

CO

NFO

RM

WIT

H

6-28-19REVISION'S

DATE:

SHEET

1#

OW

NER

/BUIL

DER

TO

VER

IFY

ALL

DIM

ENSIO

N'S

AND

DET

AIL

S

70

4 C

EDAR K

NO

LL D

R.N

ORTH

LAKE

LAND

, FL

ORID

A 3

38

09

DES

IGNER

:

PRO

JEC

T:

CO

NTA

CT

SMOKE/CARBON DET.

SMOKE DETECTOR

PHONE OUTLET

TV/CABLE OUTLET

CEILING FAN/LIGHT

EXHAUST FAN

PH

LIGHTFAN

TV

SD

SDCO

FAN

ELECTRICAL PER NEC 2011

SWITCH3-WAY SWITCH

110 VOLT OUTLET220 VOLT OUTLET

LIGHT FIXTURE

RECESSED LIGHT (CAN)

FLUORESCENT LIGHT

FLOOD LIGHTS

ELECTRICAL LEGEND

FL.LIGHT

FL.LT.

LT.

SS3

FLOOR PLAN 1/4"=1'-0"

1640LIVING

48

'

19

'-4"

48

'

48'-8"

11'-4"20'

18'-8"

TOTAL

GARAGE

ENTRYLANAI

2156

48

40068

17'-4"

13'-8"

BEDROOM 2

ENTRY

12'-4"

48'-8"

11'-4"

LANAI

DINNING

FOYER

16

'-8"

5'-8"

23

25

12'-8"

10

'SQUARE FOOTAGE

GARAGE

2868

REF.

22"X

36" M

IN.

ATT

IC A

CCES

S

3068

WH

D.W.

KITCHEN UTILITY W

ASHER

DRYER

17'-4"

16'

25

GREAT ROOM

25

25

25

11

'

13

'-4"

11

'

2868

5068 B

FD

STUDY/BEDROOM

25 EGRESS

2868

2868

2868

3068

2868

2868

1668

2868

2868

2868

24

20'

6'-4"12'

MASTER BEDROOM 6'

25 E

GRES

S

25 EGRESS

2068

1'-4

"1

1'-6

"5

'-10

"

15

'-6"

12

'

LEFT ELEVATION RIGHT ELEVATION REAR ELEVATION

FRONT ELEVATION 1/4"=1'-0"

1/8"=1'-0"1/8"=1'-0" 1/8"=1'-0"

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

1'-4"

2' 16' 2' 6'-4"

512

16

'4

'

8'

4'

4'

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

2'

4'

35 EGRESS

1/2

32

5068 B

FD

2-4

PKT

2-8

PKT

5' 3'

2'-4" 3'-4"

5'-8

"

11

'1

1'-4

"

5'-4"2'

13'-4" 2'

5'-4"

4'

5'-8

"6

'7

'-4"

1'-4

"

1'-4

"

3-0

BFD

7'-8" 3' 8' 1' 5'-4" 3'-4" 3'-8"

1'-4"

10

'

16-0 OVERHEAD DR. 8' TALL

8'

16

'

48

'

19

'-4"

48

'

11'-4"

48'-8"

2'

18'-8"

20'

16' 2' 6'-4"

17'-4"

6'

11'-4"

48'-8"

11

'-6"

5'-1

0"

4'

1'-4"

17'-4"

1'-4

"

1'-4"

1'-4

"

1'-4"

15

'-6"

5'-4"

9'-4"

4'

4'

1'-4"

4' 1

2'

20'

6'

1'-4"

1'-4

"

1/4"=1'-0"

FOUNDATION PLAN

SLO

PE

BORA-CARE TERMITICIDE (WOOD TREATMENT)

6X6-W1.4/W1.4 MESH COVERED WITH4" CONC. SLAB ON COMPACTED EARTH FILL

23% Disodium Octaborate Tetrahydrate

6 MIL. VISQUEEN VAPOR BARRIER.

ASSUMED ELEV.100.67'

MAX.SPACING 8'-0"POURED CELLS W/1-#5 REBAR

OR FIBERMESH

ELEV.100.33'

ELEV.100.33'

ELEV.100.33'

GIRDER TRUSS GIRDER TRUSS

6'

20

'-4"

100.33'ELEV.

FL.LIGHT

LT.

FL.LT.

FANLIGHT

FANLIGHT

FANLIGHT

FANLIGHT

SDCD

SDCD

SDCD

SDCD

SDCD

FAN

FAN FAN

S

SS

SS

SSS

SS

S

S

SS

S

SS

SS

S

SS

SSS

S

SS

S

S

LT.

LT.

LT.LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT. LT.

LT.

LT.

GFI

AFI

GFI GFI

GFI

GFI

GFI

GFI

GFIGFI

GFI

GFI

GFI

AFI

AFIAFI

AFI

AFI

AFI AFI

AFI

AFI

AFI

AFI

AFI

AFI

LT.

LT. LT.

SS

SS

S

2-4 PKT

W/SD.LT. TEMP.GL.FIRE RATED DR.

W/CLOSER

ELECTRICAL PANEL

GFI

A/C

A/C DISCONNECT

6'-8"

1'-4

"8

'-4"

SS

6'-8

"

STUCCO FIN.STUCCO FIN.

(7)

11-1-19

8'

1'-4"

CATH.CLG.

8' CLG.

8' CLG.

8' CLG.

9068 SGD

PRE-CAST LINTEL

PRE-CAST LINTEL

4'

PRE-

CAST

LINTE

L

3-20-20

USE A 16" DEEP X 12" WIDE THICKENED

FLOOR SLAB & REINFORCED W/ SLAB EDGE POURED MONOLITHIC WITH

2-#5 REBAR X CONT.

1

1

16"

12"

IF DOWN CELLS ARE SPACED GREATER THAN 8'-0" O.C., 8" MASONRY WALL WITH #5 REBARS IN FILLED CELLS.

PLACE 1-#5 REBAR X CONTINUOUS IN ALL LINTELSOVER DOORS & WINDOW OPENINGS 5'-0" WIDE OR

STRIPS AT 16" O.C. CEILING SHALL HAVE R-30 (MIN.)

4" CONCRETE SLAB REINFORCED WITH

NOTE: INTERIOR FINISH SHALL BE 1/2" DRYWALL OVER

TERMITE POISONED COMPACTED FILL.OVER A 6 MIL. VAPOR BARRIER ONWWF 6x6-W1.4/W1.4 OR FIBERMESH

DOUBLE COURSE KNOCK-OUT BEAM IS REQUIRED.

LARGER

INSULATION BOARD & 1" X 2" P.T. FURRING

ROLLED FIBERGLASS INSULATION.

MIN. 16" DEEP COMPOSITE LINTEL

VENTED ALUM.SOFFIT

APPROX. GRADE

EXTERIOR FINISH PER ELEVATIONS

MAXIMUM

FOR ROOF PITCHSEE ELEVATIONS

2" X 4" SUB-FASCIA

FASCIA & DRIP EDGEW/ 1" x 6" CEDAR

SINGLE COURSE OF KNOCK-OUT BLOCK POURED SOLID & REINFORCED WITH 1-#5 REBAR X CONT. (PLACE 1-#5 L-BAR WITH 24" LEGS AT ALL CORNERS).IF DOWN CELLS ARE SPACED GREATER THAN 8'-0" O.C., DOUBLE COURSE KNOCK-OUT BEAM IS REQUIRED.

USE 1-SIMPSON HETA20 PER TRUSS PLY. MAX. UPLIFT 1,810 LBS. FOR SINGLE PLY. SEE TRUSS ENGINEERING FOR UPLIFTS. MAX. OF (2) CONNECTORS PER LOCATION

STEMWALL PARAMETERS: - MAXIMUM 6 COURSES IN HEIGHTOR - MAXIMUM 10 COURSES IN HEIGHT WITH UNBALANCED FILL LESS THAN 4 FEET

MIN. 16" WIDE x 8" DEEP FOOTING WITH 2- #5 REBAR x CONT.

(PLACE 2-#5 L-BARS WITH 30" LEGS AT ALL CORNERS)

1'M

IN.

30

"

AutoCAD SHX Text
%%UTYPICAL EXTERIOR WALL SECTION
AutoCAD SHX Text
OR
AutoCAD SHX Text
12
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
7/16" O.S.B. SHEATHING (2-M-W
AutoCAD SHX Text
RATING OR 1/2" (3)-PLY PLYWOOD
AutoCAD SHX Text
SHEATHING WITH 30# FELT PAPER &
AutoCAD SHX Text
25 YEAR SHINGLES. SEE ROOF
AutoCAD SHX Text
COVERING NOTES FOR ADDITIONAL
AutoCAD SHX Text
INFORMATION.
AutoCAD SHX Text
(ALTERNATIVELY, OMIT
AutoCAD SHX Text
1x6 CEDAR FACIA &
AutoCAD SHX Text
WRAP 2x4 SUBFACIA
AutoCAD SHX Text
BOARD WITH ALUM. OR
AutoCAD SHX Text
VINYL)
AutoCAD SHX Text
#5 REBARS AT ALL FILLED CELLS.
AutoCAD SHX Text
FILLED CELLS SHALL BE LOCATED
AutoCAD SHX Text
AT ALL CORNERS, CELLS ON EACH
AutoCAD SHX Text
SIDE OF ALL OPENINGS, AT ALL
AutoCAD SHX Text
GIRDER ATTACHMENT LOCATIONS,
AutoCAD SHX Text
AND AT A MAXIMUM OF 8' SPACING
AutoCAD SHX Text
ALONG STRAIGHT SECTIONS OF
AutoCAD SHX Text
WALLS.
AutoCAD SHX Text
SEE FOUNDATION NOTES
DDebeck
Typewritten Text
HOUSE 7 $259,800 on base lot
Page 8: MODEL SP-1899CROSSROADS CONSTRUCTION CO, · model sp-2097. crossroads construction co. these construction plans are designed to conform with florida building code 6th edition (2017)

MO

DEL

SP-

2069

CRO

SSRO

AD

S C

ONSTR

UC

TIO

N C

O.

MARVIN

GRAY

(86

3) 8

59

-40

85

SEE

STR

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TUAL

DET

AIL

SHEE

T FO

R A

DD

ITIO

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NO

TES:

IN F

IGURE

16

09

.3(1

) O

F TH

E C

OD

EFO

R A

N U

LTIM

ATE

DES

IGN W

IND

SPE

ED O

F 1

40

MPH

AS S

HO

WN

FLO

RID

A B

UIL

DIN

G C

OD

E 6

TH E

DIT

ION (2

01

7)

THES

E C

ONSTR

UC

TIO

N P

LANS A

RE

DES

IGNED

TO

CO

NFO

RM

WIT

H

11-18-19REVISION'S

DATE:

SHEET

1#

OW

NER

/BUIL

DER

TO

VER

IFY

ALL

DIM

ENSIO

N'S

AND

DET

AIL

S

70

4 C

EDAR K

NO

LL D

R.N

ORTH

LAKE

LAND

, FL

ORID

A 3

38

09

DES

IGNER

:

PRO

JEC

T:

CO

NTA

CT

SMOKE/CARBON DET.

SMOKE DETECTOR

PHONE OUTLET

TV/CABLE OUTLET

CEILING FAN/LIGHT

EXHAUST FAN

PH

LIGHTFAN

TV

SD

SDCO

FAN

ELECTRICAL PER NEC 2011

SWITCH3-WAY SWITCH

110 VOLT OUTLET220 VOLT OUTLET

LIGHT FIXTURE

RECESSED LIGHT (CAN)

FLUORESCENT LIGHT

FLOOD LIGHTS

ELECTRICAL LEGEND

FL.LIGHT

FL.LT.

LT.

SS3

FLOOR PLAN 1/4"=1'-0"

119LANAI

19

'-8"

11

'-4"

11'

46

'4

2'

46

'

BEDROOM 3

19'-4"

48'

20'-8"11'-4"

4'

10'-8"

12' 4'

ENTRY

TOTAL 2069

21

48'

7'

20'-8"

10

'-4"

8'-8

"

14

'

15'-4"

5068 BFD

GREAT ROOM

BEDROOM 2

16

'

2868

2068

4068 BFD

2868

1668

2868

11'-4"

KITCHEN

11

'

REF.

D.W.

WASHER

3068

ENTRY

FOYER

FIRE

RATE

D D

R.

22"X

36" M

IN.

ATT

IC A

CCES

S

GARAGELIVING

SQUARE FOOTAGE

1478451

GARAGE

DRYERWH

2868

2868

UTILITY

3'-4

"

5'-8"

2868

4'

2868

15'-4"

10'-8"

12'

DINING ROOM 12'

LANAI MASTER SUITE

2468

2'-8

"

W.I.C.

(8)

3'-4" 6'-6"

5'-4

"3'-4

"

2'-8"

3'-4

"1

5'-8

"

11

'2

'

3'-4"

4'

2'

18

'-8"

2'-4" 16' 2'-4"

6'

12

5

LEFT ELEVATION RIGHT ELEVATION REAR ELEVATION

FRONT ELEVATION 1/4"=1'-0"

1/8"=1'-0"1/8"=1'-0" 1/8"=1'-0"

FANLIGHT

FL.LIGHT

LT.

S

S

SDCD

FL.LT.

FAN

FAN

SDCD

SDCD

SDCD

SDCD

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.LT.

LT.

LT.

FANLIGHT

FANLIGHT

FANLIGHT

FANLIGHT

S

SS

S

SS

SS

S

SS

SSSS

SS

SS

S

SSS

SS

16-0 OVERHEAD DR. 7' TALL

10'-8" 4'-8" 6'

6'

15

'-8"

4'11'-4"

46

'

42

'4

6'

19

'-8"

4'

48'

FOUNDATION PLAN

12'

3'-4"

16'

20'-8"

19'-4"

1/4"=1'-0"

2'-4" 2'-4"

4'

15'-4"

48'

3'-4

"

12'

3'-4"

5'-4

"3'-4

"

18

'-8"

20'-8"

6'-6"

8'-8

"

2'-8"

SLO

PE

MAX.SPACING 8'-0"POURED CELLS W/1-#5 REBAR

4" CONC. SLAB ON COMPACTED EARTH FILL

OR FIBERMESHTERMITE TREATED SOIL.

6X6-W1.4/W1.4 MESH COVERED WITH6 MIL. VISQUEEN VAPOR BARRIER.

100.67'ASSUMED ELEV.

ELEV.100.33'

100.33'ELEV.

100.33'ELEV.

3'

2'-4

"1

'-8"

5'-8" 2'-4" 5'-8"

SUNKEN 6"

5'-4

"

5'-4

" GARAGE DOOR OPENER

35 EGRESS

35 EGRESS

GFI

AFI

GFI

GFI

6" WALL

2868

W/C

LOSER ELECTRICAL PANEL

A/C

A/C DISCONNECT

AC DISCONNECT

GFI

6'-4"2' 6'-8"

4'-8" 2'-8"

6'-1"

AFI

AFI

AFI

AFI

AFI

AFI

AFI

AFI

AFI

AFI

AFI5

'

5'-4

"

7'-8"

3'-4"

GFI

GFI

1/2

32 T

EMPE

RED

GL.

35

35

6068 SGD

5'-2

"4

'-8"

5'-8"2'3'-8"

2' 3'-4" 3'-4" 3'

3'-4

"4

'-8"

3'-4

"3

'

SS

GFI

GFI

GFI

SS

S

8' 5'

5'

8'-4

"8

'-4"

35

(2) 25 EGRESSPRE-CAST LINTEL

24 T

EMPE

RED

GL.

2'

10'-0" CLG.

10'-0" CLG. 10'-0" CLG.

10'-0" CLG.

10'-0" CLG.

10'-0" CLG.

PANTRY

S

4' OFF-SET VENT

STUCCO FIN.

STUCCO FIN.

STUCCO FIN.

3-20-20

8'

6'-8

"

1'-4"

USE A 16" DEEP X 12" WIDE THICKENED

FLOOR SLAB & REINFORCED W/ SLAB EDGE POURED MONOLITHIC WITH

2-#5 REBAR X CONT.

1

1

16"

12"

IF DOWN CELLS ARE SPACED GREATER THAN 8'-0" O.C., 8" MASONRY WALL WITH #5 REBARS IN FILLED CELLS.

PLACE 1-#5 REBAR X CONTINUOUS IN ALL LINTELSOVER DOORS & WINDOW OPENINGS 5'-0" WIDE OR

STRIPS AT 16" O.C. CEILING SHALL HAVE R-30 (MIN.)

4" CONCRETE SLAB REINFORCED WITH

NOTE: INTERIOR FINISH SHALL BE 1/2" DRYWALL OVER

TERMITE POISONED COMPACTED FILL.OVER A 6 MIL. VAPOR BARRIER ONWWF 6x6-W1.4/W1.4 OR FIBERMESH

DOUBLE COURSE KNOCK-OUT BEAM IS REQUIRED.

LARGER

INSULATION BOARD & 1" X 2" P.T. FURRING

ROLLED FIBERGLASS INSULATION.

MIN. 16" DEEP COMPOSITE LINTEL

VENTED ALUM.SOFFIT

APPROX. GRADE

EXTERIOR FINISH PER ELEVATIONS

MAXIMUM

FOR ROOF PITCHSEE ELEVATIONS

2" X 4" SUB-FASCIA

FASCIA & DRIP EDGEW/ 1" x 6" CEDAR

SINGLE COURSE OF KNOCK-OUT BLOCK POURED SOLID & REINFORCED WITH 1-#5 REBAR X CONT. (PLACE 1-#5 L-BAR WITH 24" LEGS AT ALL CORNERS).IF DOWN CELLS ARE SPACED GREATER THAN 8'-0" O.C., DOUBLE COURSE KNOCK-OUT BEAM IS REQUIRED.

USE 1-SIMPSON HETA20 PER TRUSS PLY. MAX. UPLIFT 1,810 LBS. FOR SINGLE PLY. SEE TRUSS ENGINEERING FOR UPLIFTS. MAX. OF (2) CONNECTORS PER LOCATION

STEMWALL PARAMETERS: - MAXIMUM 6 COURSES IN HEIGHTOR - MAXIMUM 10 COURSES IN HEIGHT WITH UNBALANCED FILL LESS THAN 4 FEET

MIN. 16" WIDE x 8" DEEP FOOTING WITH 2- #5 REBAR x CONT.

(PLACE 2-#5 L-BARS WITH 30" LEGS AT ALL CORNERS)

1'M

IN.

30

"

AutoCAD SHX Text
%%UTYPICAL EXTERIOR WALL SECTION
AutoCAD SHX Text
OR
AutoCAD SHX Text
12
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
7/16" O.S.B. SHEATHING (2-M-W
AutoCAD SHX Text
RATING OR 1/2" (3)-PLY PLYWOOD
AutoCAD SHX Text
SHEATHING WITH 30# FELT PAPER &
AutoCAD SHX Text
25 YEAR SHINGLES. SEE ROOF
AutoCAD SHX Text
COVERING NOTES FOR ADDITIONAL
AutoCAD SHX Text
INFORMATION.
AutoCAD SHX Text
(ALTERNATIVELY, OMIT
AutoCAD SHX Text
1x6 CEDAR FACIA &
AutoCAD SHX Text
WRAP 2x4 SUBFACIA
AutoCAD SHX Text
BOARD WITH ALUM. OR
AutoCAD SHX Text
VINYL)
AutoCAD SHX Text
#5 REBARS AT ALL FILLED CELLS.
AutoCAD SHX Text
FILLED CELLS SHALL BE LOCATED
AutoCAD SHX Text
AT ALL CORNERS, CELLS ON EACH
AutoCAD SHX Text
SIDE OF ALL OPENINGS, AT ALL
AutoCAD SHX Text
GIRDER ATTACHMENT LOCATIONS,
AutoCAD SHX Text
AND AT A MAXIMUM OF 8' SPACING
AutoCAD SHX Text
ALONG STRAIGHT SECTIONS OF
AutoCAD SHX Text
WALLS.
AutoCAD SHX Text
SEE FOUNDATION NOTES
DDebeck
Typewritten Text
HOUSE 8 $249,800 on base lot
Page 9: MODEL SP-1899CROSSROADS CONSTRUCTION CO, · model sp-2097. crossroads construction co. these construction plans are designed to conform with florida building code 6th edition (2017)

MO

DEL

SP-

2084

CRO

SSRO

AD

S C

ONSTR

UCTI

ON C

O,

MARVIN

GRAY

(86

3) 8

59

-40

85

SEE

STR

UC

TUAL

DET

AIL

SHEE

T FO

R A

DD

ITIO

NAL

NO

TES:

IN F

IGURE

16

09

.3(1

) O

F TH

E C

OD

EFO

R A

N U

LTIM

ATE

DES

IGN W

IND

SPE

ED O

F 1

40

MPH

AS S

HO

WN

FLO

RID

A B

UIL

DIN

G C

OD

E 6

TH E

DIT

ION (2

01

7)

THES

E C

ONSTR

UC

TIO

N P

LANS A

RE

DES

IGNED

TO

CO

NFO

RM

WIT

H

12-2-19REVISION'S

DATE:

SHEET

1#

OW

NER

/BUIL

DER

TO

VER

IFY

ALL

DIM

ENSIO

N'S

AND

DET

AIL

S

70

4 C

EDAR K

NO

LL D

R.N

ORTH

LAKE

LAND

, FL

ORID

A 3

38

09

DES

IGNER

:

PRO

JEC

T:

CO

NTA

CT

SMOKE/CARBON DET.

SMOKE DETECTOR

PHONE OUTLET

TV/CABLE OUTLET

CEILING FAN/LIGHT

EXHAUST FAN

PH

LIGHTFAN

TV

SD

SDCO

FAN

ELECTRICAL PER NEC 2011

SWITCH3-WAY SWITCH

110 VOLT OUTLET220 VOLT OUTLET

LIGHT FIXTURE

RECESSED LIGHT (CAN)

FLUORESCENT LIGHT

FLOOD LIGHTS

ELECTRICAL LEGEND

FL.LIGHT

FL.LT.

LT.

SS3

FLOOR PLAN 1/4"=1'-0"

44'-8"

5'

24'

DINING ROOM

W.I.C.

11'-8"

44'-8"

21'-4"

20'

19

'-4"

WH

35

47

'-4"

36

'

12

'-4"

7'-8"

ENTRY

BEDROOM 2

15'-8"

12'5068 B

FD

35 5'-4"

1'-4

"

14

'

UTILITY

20'-8"

12

'

11'

22"X36" MIN.ATTIC ACCESS

GARAGE

FOYER

3068

2868

KITCHEN

REF.

D.W.

2868

16

'-4"

WASHERDRYER

2868 2868

4068 BFD

2868

GREAT ROOM

1268 SGD

25

25

20'-8"

MASTER SUITE

14'

2068

2468

3'

1/2 35

6068 S

GD

1/2 35

SQUARE FOOTAGE

419207

1407

2084

LANAI

TOTAL

LIVING

ENTRYLANAI

GARAGE

10

'

51

23

'

47

'-4"

2'

10

'

1'-4"10'2'

7'-4"

125

LEFT ELEVATION RIGHT ELEVATION REAR ELEVATION

FRONT ELEVATION 1/4"=1'-0"

1/8"=1'-0"1/8"=1'-0" 1/8"=1'-0"

2'

1/2 32

2'-8" 16' 2'-8"

47

'-4"

36

'

19

'-4"2

3'

47

'-4"

7'-8"

44'-8"

16'21'-4"

20'

2'-8" 2'-8"

5'-4"

15'-8"

1'-4

"

10'24'

44'-8"

5'

2'

2'

10

'

7'-4"

20'-8"

2'

1'-4"

10

'

FL.LIGHT

LT.

S

SDCD

FL.LT.

SLO

PE

MAX.SPACING 8'-0"POURED CELLS W/1-#5 REBAR

4" CONC. SLAB ON COMPACTED EARTH FILL

OR FIBERMESHTERMITE TREATED SOIL.

6X6-W1.4/W1.4 MESH COVERED WITH6 MIL. VISQUEEN VAPOR BARRIER.

100.67'ASSUMED ELEV.

ELEV.100.33'

ELEV.100.33'

ELEV.100.33'

FANLIGHT

FANLIGHT

FANLIGHT

FANLIGHT

FL.LT.

FAN

FAN

CDSD

CDSD

CDSD

1/4"=1'-0"

FOUNDATION PLAN

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.LT.

16-0 OVERHEAD DR. 7' TALL

2'

6'-4

"

8' 6'-8

"

S

S

S

S

SS

SS

SS

SS

S

S

SS

SSS

S

SSS

S

5'-4"5'

11

'-4"

5'-8

"

5'

8'-4"

1'-8

"3

'-4"

15'-8"

SS

GFI

AFI

AFI

AFI

AFI

AFI

AFI

AFI

AFI AFI

AFI

GFI

GFI

GFIGFI

GFI

GFI

GFI

GFIGFI

5'

5'-4

"5

'

8'-4"

2-4 PKT5

'3

'-4"

1'-8

"

3'

2-8

PKT

S

10

'

14'

3'

2'

3'

7'

3'

PRE-CAST LINTEL

PRE-CAST LINTEL6

'-8"

STUCCO FIN.

3-20-204' OFF-SET ROOF VENT

8'

1'-4"

USE A 16" DEEP X 12" WIDE THICKENED

FLOOR SLAB & REINFORCED W/ SLAB EDGE POURED MONOLITHIC WITH

2-#5 REBAR X CONT.

1

1

16"

12"

IF DOWN CELLS ARE SPACED GREATER THAN 8'-0" O.C., 8" MASONRY WALL WITH #5 REBARS IN FILLED CELLS.

PLACE 1-#5 REBAR X CONTINUOUS IN ALL LINTELSOVER DOORS & WINDOW OPENINGS 5'-0" WIDE OR

STRIPS AT 16" O.C. CEILING SHALL HAVE R-30 (MIN.)

4" CONCRETE SLAB REINFORCED WITH

NOTE: INTERIOR FINISH SHALL BE 1/2" DRYWALL OVER

TERMITE POISONED COMPACTED FILL.OVER A 6 MIL. VAPOR BARRIER ONWWF 6x6-W1.4/W1.4 OR FIBERMESH

DOUBLE COURSE KNOCK-OUT BEAM IS REQUIRED.

LARGER

INSULATION BOARD & 1" X 2" P.T. FURRING

ROLLED FIBERGLASS INSULATION.

MIN. 16" DEEP COMPOSITE LINTEL

VENTED ALUM.SOFFIT

APPROX. GRADE

EXTERIOR FINISH PER ELEVATIONS

MAXIMUM

FOR ROOF PITCHSEE ELEVATIONS

2" X 4" SUB-FASCIA

FASCIA & DRIP EDGEW/ 1" x 6" CEDAR

SINGLE COURSE OF KNOCK-OUT BLOCK POURED SOLID & REINFORCED WITH 1-#5 REBAR X CONT. (PLACE 1-#5 L-BAR WITH 24" LEGS AT ALL CORNERS).IF DOWN CELLS ARE SPACED GREATER THAN 8'-0" O.C., DOUBLE COURSE KNOCK-OUT BEAM IS REQUIRED.

USE 1-SIMPSON HETA20 PER TRUSS PLY. MAX. UPLIFT 1,810 LBS. FOR SINGLE PLY. SEE TRUSS ENGINEERING FOR UPLIFTS. MAX. OF (2) CONNECTORS PER LOCATION

STEMWALL PARAMETERS: - MAXIMUM 6 COURSES IN HEIGHTOR - MAXIMUM 10 COURSES IN HEIGHT WITH UNBALANCED FILL LESS THAN 4 FEET

MIN. 16" WIDE x 8" DEEP FOOTING WITH 2- #5 REBAR x CONT.

(PLACE 2-#5 L-BARS WITH 30" LEGS AT ALL CORNERS)

1'M

IN.

30

"

CATH. CLG.CATH. CLG.

AutoCAD SHX Text
%%UTYPICAL EXTERIOR WALL SECTION
AutoCAD SHX Text
OR
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12
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2'-0"
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7/16" O.S.B. SHEATHING (2-M-W
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RATING OR 1/2" (3)-PLY PLYWOOD
AutoCAD SHX Text
SHEATHING WITH 30# FELT PAPER &
AutoCAD SHX Text
25 YEAR SHINGLES. SEE ROOF
AutoCAD SHX Text
COVERING NOTES FOR ADDITIONAL
AutoCAD SHX Text
INFORMATION.
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(ALTERNATIVELY, OMIT
AutoCAD SHX Text
1x6 CEDAR FACIA &
AutoCAD SHX Text
WRAP 2x4 SUBFACIA
AutoCAD SHX Text
BOARD WITH ALUM. OR
AutoCAD SHX Text
VINYL)
AutoCAD SHX Text
#5 REBARS AT ALL FILLED CELLS.
AutoCAD SHX Text
FILLED CELLS SHALL BE LOCATED
AutoCAD SHX Text
AT ALL CORNERS, CELLS ON EACH
AutoCAD SHX Text
SIDE OF ALL OPENINGS, AT ALL
AutoCAD SHX Text
GIRDER ATTACHMENT LOCATIONS,
AutoCAD SHX Text
AND AT A MAXIMUM OF 8' SPACING
AutoCAD SHX Text
ALONG STRAIGHT SECTIONS OF
AutoCAD SHX Text
WALLS.
AutoCAD SHX Text
SEE FOUNDATION NOTES
DDebeck
Typewritten Text
HOUSE 9 $247,800 on base lot
Page 10: MODEL SP-1899CROSSROADS CONSTRUCTION CO, · model sp-2097. crossroads construction co. these construction plans are designed to conform with florida building code 6th edition (2017)

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TV/CABLE OUTLET

CEILING FAN/LIGHT

EXHAUST FAN

PH

LIGHTFAN

TV

SD

SDCO

FAN

ELECTRICAL PER NEC 2011

SWITCH3-WAY SWITCH

110 VOLT OUTLET220 VOLT OUTLET

LIGHT FIXTURE

RECESSED LIGHT (CAN)

FLUORESCENT LIGHT

FLOOD LIGHTS

ELECTRICAL LEGEND

FL.LIGHT

FL.LT.

LT.

SS3

1/4"=1'-0"

FLOOR PLAN

44'

12'

12'

30'-8"

2868

2868

12

'1

4'

MASTER SUITE

2468

2868

5068 BFD

BEDROOM 2

42

'

2'

19

'

24

'

22

'-8"

2468

REF.

15'

ENTRY

ATTIC

ACCES

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IN.

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GARAGELIVING

GARAGE

5068 B

FD

ENTRY

TOTAL

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5068 B

FD

262

72

1768

133

1301

3068

9'

DINING ROOM

DRYER

WH

WASHER

2868

6'

GREAT ROOM

13'-4"

2868

KITCHEN

10

'

LANAI

8'-8

"1

0'-8

"

40

'2

'

2' 10' 2'

14'-8" 14' 15'-4"

44'

4'

2'-8"

4'

1'-4"

3'-4"

10'

125

LEFT ELEVATION RIGHT ELEVATION REAR ELEVATION

FRONT ELEVATION 1/4"=1'-0"

1/8"=1'-0"1/8"=1'-0" 1/8"=1'-0"

42

'

44'

14'

2'

12'-8"

30'-8"

44'

42

'

14'-8"

2'

1/4"=1'-0"

FOUNDATION PLAN

40

'

10

'-8"

8'-8

"

15'-4"

19

'

2'

42

'

10' 2'

4'

24

'

10'

6'

3'-4"

13'-4"

4'

10

'

2'-8"

1'-4"

SLO

PE

MAX.SPACING 8'-0"POURED CELLS W/1-#5 REBAR

4" CONC. SLAB ON COMPACTED EARTH FILL

OR FIBERMESHTERMITE TREATED SOIL.

6X6-W1.4/W1.4 MESH COVERED WITH6 MIL. VISQUEEN VAPOR BARRIER.

100.67'ASSUMED ELEV.

ELEV.100.33'

100.33'ELEV.

100.33'ELEV.

FANLIGHT

FL.LIGHT

LT.

S

SDCD

FL.LT.

FAN

FANLIGHT

FANLIGHT

FANLIGHT

SDCD

SDCD

FAN

4'-8" 35 EGRESS

2'

10-0 OVERHEAD DR. 7'TALL

358"

SS

SS

SSS

SSS

SSS

S S

S

SS

S

S

S

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT. LT.

LT. LT.

LT.

2'

2'-8

"

3' 5'

7'-4

"

S

2'

5'

8'-8

"

5'-4"

3'-4

"

3'-4" 1'-8"

3'-4

"

SSS

11'-4"

5'-4"3'-8"

8068 SGD

35

PRE-CAST LINTELGFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

AFI

AFI

AFI

AFI AFI

AFI

AFI

AFI AFI

AFIAFI

25 E

GRES

S1/2

32

2-8

PKT

23

2-8 PKT

5'-10"

5'-4

"

3'-4"5'

3'

6'-4

"

ELECTRICAL PANEL

A/C

15

'-4"

3'

4' 5'

SUNKEN 6"

3-20-20

CATH.CLG.

4' OFF-SET VENTS

8'

6'-8

"

1'-4"

STUCCO FIN.

8"X8" BLOCK COLUMNW/ DBL.2X12 WOOD BEAM

USE A 16" DEEP X 12" WIDE THICKENED

FLOOR SLAB & REINFORCED W/ SLAB EDGE POURED MONOLITHIC WITH

2-#5 REBAR X CONT.

1

1

16"

12"

IF DOWN CELLS ARE SPACED GREATER THAN 8'-0" O.C., 8" MASONRY WALL WITH #5 REBARS IN FILLED CELLS.

PLACE 1-#5 REBAR X CONTINUOUS IN ALL LINTELSOVER DOORS & WINDOW OPENINGS 5'-0" WIDE OR

STRIPS AT 16" O.C. CEILING SHALL HAVE R-30 (MIN.)

4" CONCRETE SLAB REINFORCED WITH

NOTE: INTERIOR FINISH SHALL BE 1/2" DRYWALL OVER

TERMITE POISONED COMPACTED FILL.OVER A 6 MIL. VAPOR BARRIER ONWWF 6x6-W1.4/W1.4 OR FIBERMESH

DOUBLE COURSE KNOCK-OUT BEAM IS REQUIRED.

LARGER

INSULATION BOARD & 1" X 2" P.T. FURRING

ROLLED FIBERGLASS INSULATION.

MIN. 16" DEEP COMPOSITE LINTEL

VENTED ALUM.SOFFIT

APPROX. GRADE

EXTERIOR FINISH PER ELEVATIONS

MAXIMUM

FOR ROOF PITCHSEE ELEVATIONS

2" X 4" SUB-FASCIA

FASCIA & DRIP EDGEW/ 1" x 6" CEDAR

SINGLE COURSE OF KNOCK-OUT BLOCK POURED SOLID & REINFORCED WITH 1-#5 REBAR X CONT. (PLACE 1-#5 L-BAR WITH 24" LEGS AT ALL CORNERS).IF DOWN CELLS ARE SPACED GREATER THAN 8'-0" O.C., DOUBLE COURSE KNOCK-OUT BEAM IS REQUIRED.

USE 1-SIMPSON HETA20 PER TRUSS PLY. MAX. UPLIFT 1,810 LBS. FOR SINGLE PLY. SEE TRUSS ENGINEERING FOR UPLIFTS. MAX. OF (2) CONNECTORS PER LOCATION

STEMWALL PARAMETERS: - MAXIMUM 6 COURSES IN HEIGHTOR - MAXIMUM 10 COURSES IN HEIGHT WITH UNBALANCED FILL LESS THAN 4 FEET

MIN. 16" WIDE x 8" DEEP FOOTING WITH 2- #5 REBAR x CONT.

(PLACE 2-#5 L-BARS WITH 30" LEGS AT ALL CORNERS)

1'M

IN.

30

"

AutoCAD SHX Text
%%UTYPICAL EXTERIOR WALL SECTION
AutoCAD SHX Text
OR
AutoCAD SHX Text
12
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
7/16" O.S.B. SHEATHING (2-M-W
AutoCAD SHX Text
RATING OR 1/2" (3)-PLY PLYWOOD
AutoCAD SHX Text
SHEATHING WITH 30# FELT PAPER &
AutoCAD SHX Text
25 YEAR SHINGLES. SEE ROOF
AutoCAD SHX Text
COVERING NOTES FOR ADDITIONAL
AutoCAD SHX Text
INFORMATION.
AutoCAD SHX Text
(ALTERNATIVELY, OMIT
AutoCAD SHX Text
1x6 CEDAR FACIA &
AutoCAD SHX Text
WRAP 2x4 SUBFACIA
AutoCAD SHX Text
BOARD WITH ALUM. OR
AutoCAD SHX Text
VINYL)
AutoCAD SHX Text
#5 REBARS AT ALL FILLED CELLS.
AutoCAD SHX Text
FILLED CELLS SHALL BE LOCATED
AutoCAD SHX Text
AT ALL CORNERS, CELLS ON EACH
AutoCAD SHX Text
SIDE OF ALL OPENINGS, AT ALL
AutoCAD SHX Text
GIRDER ATTACHMENT LOCATIONS,
AutoCAD SHX Text
AND AT A MAXIMUM OF 8' SPACING
AutoCAD SHX Text
ALONG STRAIGHT SECTIONS OF
AutoCAD SHX Text
WALLS.
AutoCAD SHX Text
SEE FOUNDATION NOTES
DDebeck
Typewritten Text
HOUSE 10 $229,900 on base lot