Final Layout - O:SEPlantCityJobsMasters1 New ......1-09-12 13'-11" Bearing 9'-4" Bearing Hatch Legend UPLIFT HGUS26-2 HGUS28-3 E 0 BOLTS MODEL 7460 MODEL 0 3485 E 0 4095 D QTY ACCESSORIES

10'-4" Tray

10'-4" Tray

10'-4" Tray

10'-4" Tray

10'-4" Tray

10'-4" Tray

Drop Gable

Drop Gable

Drop Gable

expose to wind

expose to wind

Drop Gable

K

A01

A02

A03

A04

A05

A06

A07

A08

HJ10

HJ1

0A

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5A

CJ1

CJ3

CJ5A

A09

D4

D2

B01

B02

B02

HJ1

0

CJ1

CJ3

CJ3A

CJ1

CJ3

CJ5

HJ10

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5

EJ7

EJ7

V4

V3

V2

V1

EJ7B(4)

D3(2)

D1(3)

A12(4)

A13(4)

A10(5)

EJ7(12) EJ7A(4)

A13(6)

A11(2)

A11(2)

1-06-00

78-06-00

80-00-00

70-08-00

9-04-00

80-00-00

6-00-009-02-006-00-005-10-0013-00-00

40-00-00

19-00-0021-00-00

40-00-00

5-09-08

1-07-00

1-04-00

5-09-08

5-00-00

6-00-00

4-08-005-00-005-04-00

2-08-0010-00-00

2-08-00

11-06-00

13-00-00 12-00-00

7-02-00

17-00-00

2-08-00 7-04-00 3-06-00 4-10-00

1-00-12

1-09-12

13'-11" Bearing

9'-4" Bearing

Hatch Legend

UPLIFT

HGUS26-2

HGUS28-3

0E

BOLTS

MODEL

7460

MODEL

0 3485

E

0

4095

D

QTY

ACCESSORIES

4680

665

J

SDS 1/4" x 6"

0

MODEL

1/2" WASHERS

MISCELLANEOUS

SYMBOL

HHUS46

0

QTY

2175

C

ROOF TRUSS

1/2" x 8" CARR. BOLTS

FLOOR

2175

0

0

H

SDS 1/4" x 4-1/2"

1/2" NUTS

4355

3x8 NAIL ON PLATES

K

SCREWS

895

C

QTY

2790

HGUS210-4

C

QTY

3x8 NAIL ON PLATES

2 PLY TYP.

HTU26-2 L

HTU26-2

HGUS26-2

B

SPECIAL

1 PLY TYP.

N 535

ID

HTU28

0

THA422

G

HTU26

SIMPSON CONNECTOR SCHEDULE

UPLIFT

E

SDS 1/4" x 3"

1550

MODEL

B

0

0

M

ID

3235

1/2" WASHERS

FLOOR TRUSS

C

L

M

0

1/2" NUTS

0

QTY

H

QTY

2940

SDS 1/4" x 3"

A

L

SYMBOLMODEL

G

HGUS28-2

1/2" x 8" CARR. BOLTS

MODEL

0

2140

HTU28-2

MODEL

1555

HGUS26-3

HHUS46

0

2155

1855

QTY

2155

THA426

F

JHGUS210-4

490

2155

3600

1855

2940

0

3600

LUS24 1555A*

BOLTS

4355

O

A

G

3695

0

9100

QTY

0 5320

0

MODEL

A

A

45505230

A

ROOF TRUSS

SDS 1/4" x 4-1/2"

4095

C

N

J

7460

9100

SEAT PLATES

JHTU26-2

HTU26

A*

D

3235

G OHGUS26-3

ROOF

HTU26

HU26

FLOOR TRUSS

0

THAC422F

2155

SCREWS

FLOOR TYP.

P

ACCESSORIES

E

4680

SDS 1/4" x 6"

SEAT PLATES

1

CAUTION!!!

DO NOT ATTEMPT TO ERECTTRUSSES WITHOUT REFERRING TOTHE ENGINEERING DRAWINGS ANDBSCI-B1 SUMMARY SHEETS.

ALL PERMANENT BRACING MUST BEIN PLACE PRIOR TO LOADINGTRUSSES. (ie. SHEATHING,SHINGLES, ETC.)

ALL INTERIOR BEARING WALLSMUST BE IN PLACE PRIOR TOINSTALLING TRUSSES.

REFER TO FINAL ENGINEERINGSHEETS FOR THE FOLLOWING.

1) NUMBER OF GIRDER PLIES ANDNAILING SCHEDULE.

2) BEARING BLOCK REQUIREMENTS.

3) SCAB DETAILS (IF REQUIRED)

4) UPLIFT AND GRAVITY REACTIONS.

WARNINGBackcharges Will Not Be AcceptedRegardless of Fault Without PriorNotification By Customer Within 48

Hours And Investigation ByProBuild.

NO EXECPTIONS.

The General Contractor Is ResponsibleFor All Connections Other Than Truss

to Truss, Gable Shear Wall, AndConnections. Temporary and

Permanent Bracing, And Ceiling AndRoof Diaphragm Connections.

BEARING HEIGHT SCHEDULE

4408 Airport RoadPlant City, FL 33563Ph. (813) 305-1300Fax (813) 305-1301

IMPORTANT

This Drawing Must Be Approved AndReturned Before Fabrication Will

Begin. For Your Protection Check AllDimensions And Conditions Prior To

Approval Of Plan.SIGNATURE BELOW INDICATES ALLNOTES AND DIMENSIONS HAVE

BEEN ACCEPTED.

By __________________Date_______

ROOF LOADING

TCLL:

TCDL:

BCDL:

TOTAL:

DURATION:

PSF

PSF

PSF

PSF

FLOOR LOADING

TCLL:

TCDL:

BCDL:

TOTAL:

DURATION:

PSF

PSF

PSF

PSF

VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVALSOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER

20

50

20

1.25

10

2.

REVISIONS:

4.

3.

1. Remove Interior Bearing 09/25

MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID WIND ASCE7-10ENCLOSEDEXPOSURE CATEGORY COCCUPANCY CATEGORY IIWIND LOAD 160 MPHWIND IMPORTANCE FACTOR 1.00TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOADNONCONCURRENT WITH ANY OTHER LIVE LOADS

ROOF PITCH: 5/12

CEILING PITCH: 0/12

TOP CHORD SIZE: 2 X 4

BOTTOM CHORD SIZE: 2 X 4

OVERHANG LENGTH: ---

END CUT: Plumb

CANTILEVER: 14 1/2"

TRUSS SPACING: 24"

BUILDING CODE: FRC2014

55

5

40

1.00

10

---

CITY: ---

---

SCALE:

MODEL:

ADDRESS:

PLAN DATE:

SUBDIVISION:

JOB # :

L RH

1/4"=1'-0"

DRAWN BY:

BUILDER:

DATE:

Master

PROJECT:

D. Allen

07/01/15

LOT / BLOCK:

2431

---

03/14/14

DR. Horton

10-6-14DATE:

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

JSL

JWC

A-1L

3/16" = 1'-0"

ELEVATIONS

Phon

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39) 5

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D. #

: 998

3

LOT:

82M

ODEL

:BL

OCK

:

ADDR

ESS:

1624

6 ABE

RDEE

N W

AY

SPEC

UNIT

243

1

DR H

. #: 5

7814

0082

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@ 9'-4" A.F.F.

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TOP OF BOND BEAM

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FINISH FLOOR

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2-26 SH

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

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W/ SIDE LITE

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FINISH FLOOR

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TOP OF BOND BEAM

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@ 9'-4" A.F.F.

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TO FINISH FLOOR

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3080 FRONT ENTRY DR.

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@ 0'-0" A.F.F.

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@ 0'-0" A.F.F.

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12

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5

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12

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5

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TYP.

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TYP.

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%%U%%OFRONT ELEVATION: "L"%%O

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

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CANTILEVER

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TRUSS

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TYP.

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TYP.

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CANTILEVER

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TRUSS

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A4

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A4

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A4

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A4

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TO GRADE

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%%U%%OLEFT SIDE ELEVATION: "L"%%O

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

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%%U%%ORIGHT SIDE ELEVATION: "L"%%O

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

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%%U%%OREAR ELEVATION: "L" %%O

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

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6" SCORED BANDS ON SIDE AND REAR

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ELEVATION TYPICAL

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35 SH

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3-4080 SL. GL. DR.

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TYP.

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ELEV @ 9'-4" A.F.F.

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TOP OF FINISH FLOOR

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ELEV @ 0'-0" A.F.F.

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TOP OF BOND BEAM

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ELEV @ 9'-4" A.F.F.

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TOP OF FINISH FLOOR

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ELEV @ 0'-0" A.F.F.

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TOP OF BOND BEAM

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ELEV @ 9'-4" A.F.F.

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TOP OF FINISH FLOOR

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ELEV @ 0'-0" A.F.F.

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TOP OF BOND BEAM

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ELEVATION TYPICAL

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4'-0" X 12"

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2-35 SH

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2-25 SH

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25 SH

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25 SH

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25 SH

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ELEVATION TYPICAL

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TYP.

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ELEV @ 9'-4" A.F.F.

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TOP OF FINISH FLOOR

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ELEV @ 0'-0" A.F.F.

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TOP OF BOND BEAM

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ELEV @ 9'-4" A.F.F.

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TOP OF FINISH FLOOR

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ELEV @ 0'-0" A.F.F.

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TOP OF BOND BEAM

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ELEV @ 9'-4" A.F.F.

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TOP OF FINISH FLOOR

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ELEV @ 0'-0" A.F.F.

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TOP OF BOND BEAM

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34 SH

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2880

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TYP.

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12

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5

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12

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5

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12

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5

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12

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5

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24"X24"

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F.G.

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F.G.

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F.G.

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24"X24"

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24"X24"

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25 SH

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FIXED GLASS

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F.G.

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24"X24"

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CANTILEVER TRUSS

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CANTILEVER TRUSS

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CANTILEVER TRUSS

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B1

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B3

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B6

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B5

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A1

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B7

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WATER TABLE

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BANDING DETAILS

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E2

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E1

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D1

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D2

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C3

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D5

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A3

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A4

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C2

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A2

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C1

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ALLOW 2" FOR HURRICANE SHUTTER ATTACHMENT

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DECORATIVE BAND

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PER ELEVATION

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%%U%%OTYPICAL WINDOW BANDING DETAIL%%O

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DESIGN IN ACCORDANCE W/ THE 2014 RESIDENTIAL FLORIDA BUILDING CODE- 5TH EDITION

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%%U%%OSOFFIT DETAIL%%O

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

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CANTILEVER

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12

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5

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SEE STRUCTURAL

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

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60" HIGH WALL

10-6-14DATE:

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

JSL

JWC

A-2L

SLAB & PLUMBING

Phon

e (2

39) 5

40-1

822

Fax

(239

) 540

-775

9

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SUBD

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RESI

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R:

G.C.

D. #

: 998

3

LOT:

82M

ODEL

:BL

OCK

:

ADDR

ESS:

1624

6 ABE

RDEE

N W

AY

SPEC

UNIT

243

1

3/16" = 1'-0"

DR H

. #: 5

7814

0082

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%%USIDE ELEVATION

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%%UFRONT ELEVATION

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%%UWATER CLOSET CLEARANCE DETAIL

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%%USIDE ELEVATION

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%%UFRONT ELEVATION

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%%UVANITY SINK CLEARANCE DETAIL

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MIRROR

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FAUCET

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FAUCET

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MIRROR

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KICK PLATE

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SLOPED CEILING

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VARIES

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VARIES

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HB

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W/H

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RAISED

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SLAB

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ELEV @ 0'-(-4")

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2" SLOPE

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LOWEST POINT OF GARAGE FLOOR SHALL BE CONSTRUCTED AT OR ABOVE FLOOD ELEVATION

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6" X 12" RECESS

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SEE DETAIL

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PROVIDE 1/4" WATER

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LINE @ REF. SPACE

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FOR ICE MAKER

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SET A/C AT

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OR ABOVE

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FLOOD

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ELEVATION

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RECESS TILE

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SHWR 3 1/2"

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5'-0" TUB

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ELEV @ 0'-(-4")

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PAVERS BY OTHERS

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PAVERS BY OTHERS

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DW.

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RANGE

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D

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W

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A/H

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L.T.

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OPT.

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WING WALLS

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ELEVATION @ 0'-0"

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5'-0" TUB

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5'-0" TUB

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%%U%%OSLAB & PLUMBING PLAN:%%O

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

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4" SLAB W/ 2,500 P.S.I. CONC. W/ 6X6 #10/10 W.W.M. REINFORCING OVER 6 MIL. VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%. PROVIDE TERMITE TREATMENT WITH "BORA CARE".

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

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RECESS SGD 1-1/2" FOR CONCRETE LANAI. RECESS 2-1/2" FOR PAVER LANAI OR WHERE IMPACT WINDOWS ARE REQUIRED.

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STUB OUT FOR

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SINK

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STUB OUT FOR

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BOND BEAM & 1#5 ROD

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60" HIGH WALL W/ 8"

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KITCHEN

D R HORTON

D R HORTON

10-6-14DATE:

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

JSL

JWC

A-3L

FLOOR

3/16"=1'-0"

Phon

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39) 5

40-1

822

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(239

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D. #

: 998

3

LOT:

82M

ODEL

:BL

OCK

:

ADDR

ESS:

1624

6 ABE

RDEE

N W

AY

SPEC

UNIT

243

1

DR H

. #: 5

7814

0082

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

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%%U%%O1st FLOOR PLAN:%%O

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TB

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TOWEL BAR

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TP

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TOILET PAPER

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TOWEL BAR

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TOILET PAPER ROLL

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BATHROOM NOTES

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ALL BLOCKING TO BE PT IN SHOWERS

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ALL TUB DECKS @ 21" A.F.F.

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MARK

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1

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INTERIOR DOOR SCHEDULE

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DOOR WIDTH

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3'-0"

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2'-8"

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2'-6"

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2'-4"

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2'-0"

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1'-8"

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1'-6"

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2

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3

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4

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5

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6

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7

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NOTES

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PK. = POCKET DOOR

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B.F. = BI-FOLD DOOR

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B.P. = BI-PASS DOOR

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LV. = LOUVERED DOOR

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WIDTH

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HEIGHT

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MARK

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SIZE

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CODE

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DESCRIPTION

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PRODUCT

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QTY

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1

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2

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3

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MARK

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SIZE

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CODE

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DESCRIPTION

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PRODUCT

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QTY

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D

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C

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B

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A

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COMMENTS

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E

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F

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SQUARE FOOTAGE

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CABINET BACKING

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KITCHEN UPPER TOP @ 84" BASE TOP @35"

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MASTER BATH UPPER BASE- TOP @35"

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GUEST BATH UPPER BASE- TOP @31"

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LAUNDRY RM. UPPER TOP @84" BASE

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DOOR HEADERS

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6'-8" BIFOLD

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6'-8" SWING

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8'-0" SWING

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HEADER HEIGHT

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82" A.F.F.

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HEADER HEIGHT

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HEADER HEIGHT

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82 1/2" A.F.F.

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98 1/2" A.F.F.

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PLAN NOTES

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LIVING AREA

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GARAGE AREA

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LANAI AREA

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ENTRY AREA

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TOTAL AREA

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2431

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476

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196

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35

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3138

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------------------------------

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-----------------------------

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

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1)

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PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT PER FLORIDA BUILDING CODE R 308.3.1.

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5)

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3)

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4)

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NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED W/ WOOD OR METAL STUDS. SPACING SHALL NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY)

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VERIFY ALL ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS

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ALL WINDOWS INSTALL 72" ABOVE GRADE MUST COMPLY WITH R 312.2.1 MIN 24" SILL HEIGHT OR PROVIDED WITH AN APPROVED WINDOW FALL PREVENTION DEVICE

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9)

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KITCHEN KNEE WALL TO BE FRAMED W/ TOP @ 41 1/2" A.F.F. W/ RAISED BAR TOP

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

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

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PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE

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INSTALL SMOOTH WALLS IN KITCHEN AND ALL BATHROOM AREAS

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7)

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8)

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2)

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6)

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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

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10)

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11)

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COMMENTS

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STUB OUT FOR GAS @ OUTDOOR KITCHEN, RANGE, WATER HEATER, AND DRYER. VERIFY WITH CONTRACTOR AND SUBDIV. SPECS. A SEPARATE PERMIT IS REQUIRED FOR GAS PIPING.

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12)

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ALL CLOSET SHELVES TO BE 12". ALL PANTRY & LINEN TO BE (4)-16" SHELVES 18" O.F.F. WITH 15" INCREMENT.

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13)

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SEE NOTE 1

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WIDTH

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HEIGHT

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OVERHEAD

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GARAGE DOOR

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192

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96

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DISTINCTION

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3080

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36

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96

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ENTRY DR.

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2880 EXT.

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30

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96

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1

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1

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1

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3

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54

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63

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38

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63

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144

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96

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54

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51

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76

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78

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HB

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HB

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L.T.

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W/H

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%%U%%O2 CAR GARAGE

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9'-4" FLAT CEILING

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%%U%%OFOYER

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%%u%%oMASTER SUITE

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COFFERED CEILING

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%%U%%OGREAT ROOM

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%%U%%OKITCHEN

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9'-4" FLAT CEILING

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22" X 36"

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ATTIC ACCESS

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BETTER INSULATION

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MINIMUM R-13 OR

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%%U%%OENTRY

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%%u%%oMSTR BATH

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%%U%%OLANAI

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9'-4" FLAT CEILING

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%%u%%oW.I.C.

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%%u%%oBEDROOM #2

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9'-4" FLAT CEILING

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%%u%%oBEDROOM #3

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9'-4" FLAT CEILING

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9'-4" FLAT CEILING

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%%U%%OUTILITY

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9'-4" FLAT CEILING

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%%u%%oBATH #3

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%%u%%oBATH

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3

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B.F.

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3

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B.F.

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5

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B.F.

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5

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B.F.

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3

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B.F.

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3

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B.F.

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TILE

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1/4 DURK

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3/4 PYW.

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MUD SET BY PLUMBER

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SHWR.

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GLS.

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TUB WALL DETAIL

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7

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%%u%%oDINING ROOM

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5'-0" TUB

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MIRROR

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5'-0" TUB

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MIRROR

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MIRROR

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MIRROR

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DW.

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SINK & DISP

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O.H CABINET

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RANGE

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REF. SPACE

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O.H CABINET

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PANTRY

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4-16" SHLV

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5

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12" VINYL SHELF

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12" VINYL SHELF

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12" VINYL SHELF

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12" VINYL SHELF

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4-16" SH.

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EGRESS

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EGRESS

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EGRESS

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2014 ACCESSIBLE

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O.H CABINET

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OPT.

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D

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W

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ESCAPE

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COFFERED

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CEILING

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3

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3

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2

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2

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2

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2

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2

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2

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2

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2

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2

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PK.

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3

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F

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A

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J

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D

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B

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B

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B

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C

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1

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2

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G

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E

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%%u%%o#2

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%%U%%ODEN

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2014 ACCESSIBLE

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3

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A/H

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B

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9'-4" FLAT CEILING

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9'-4" FLAT CEILING

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9'-4" FLAT CEILING

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9'-4" FLAT CEILING

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9'-4" FLAT CEILING

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9'-4" FLAT CEILING

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L.T.

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OPT.

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10'-4" COFFERED CEILING

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COFFERED

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CEILING

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5'-0" TUB

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H

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I

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I

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I

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COFFERED

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CEILING

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I

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4-SHLVS

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TEMPERED

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10'-4"

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10'-4"

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CEILING

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13'-11"

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4

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4

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WING

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WALLS

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A/C UNIT ON

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36" X 36" PAD

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SEE NOTE 10

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SEE NOTE 9

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DOOR

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DISTINCTION

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SEE NOTE 1

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G

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H

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I

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108

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63

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J

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SH

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35

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25

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SH

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3-4080

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SL. GL. DR.

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12" X 96"

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SIDE LITE

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2-35

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SH

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2-25 SH

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34

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SH

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2'-0" X 2'-0"

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48" X 12"

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F.G.

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2-26

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SH

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1

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15

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3

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1

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1

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1

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1

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1

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1

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1

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3

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24

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24

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63

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76

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12

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96

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48

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12

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FIXED GLASS

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SL. GL. DOOR

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FIXED GLASS

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CEILING

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4

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3

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MASTER SUITE DETAIL

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FOYER CEILING

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FOYER CEILING

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1

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3

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FOYER DETAIL

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2

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3

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HALL/FOYER DETAIL

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FOYER CEILING

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3

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3

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DEN/FOYER DETAIL

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FOYER CEILING

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1

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3

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2

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3

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3

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3

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4

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3

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1

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3

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6

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3

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FOYER CEILING

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6

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3

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FOYER DETAIL

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OPT IMPACT GLASS MAY BE INSTALLED IN LIEU OF SHUTTERS VERIFY W/ CONTRACT

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10'-4"

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

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SAFTEY GLAZED

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SAFTEY GLAZED

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VERIFY LOCATION WITH SITE PLAN, AC NOT TO ENCROACH EASEMENT.

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STUB OUT FOR

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SINK

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STUB OUT FOR

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OUTDOOR KITCHEN

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60" HIGH WALL W/ 8"

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BOND BEAM & 1#5 ROD

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2-2880 WOOD STD.

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GLASS OPTIONAL

10-6-14DATE:

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

JSL

JWC

A-4L

3/16"=1'-0"

Phon

e (2

39) 5

40-1

822

Fax

(239

) 540

-775

9

& D

esig

nG

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Coa

st D

raft

ing

SUBD

IV: B

ARRI

NGTO

N CO

VE

RESI

DENC

E FO

R:

G.C.

D. #

: 998

3

LOT:

82M

ODEL

:BL

OCK

:

ADDR

ESS:

1624

6 ABE

RDEE

N W

AY

SPEC

UNIT

243

1

ROOF & CEILING

DR H

. #: 5

7814

0082

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HB

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L.T.

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W/H

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DW.

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RANGE

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OPT.

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D

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W

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HIP

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HIP

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%%u%%oMSTR BATH

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10'-4" COFFERED

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CEILING

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%%u%%o#2

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A/H

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L.T.

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OPT.

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%%U%%OKITCHEN

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%%u%%oBEDROOM #3

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9'-4" FLAT CEILING

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%%U%%O2 CAR GARAGE

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9'-4" FLAT CEILING

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%%u%%oMASTER SUITE

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%%U%%OGREAT ROOM

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%%U%%OKITCHEN

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9'-4" FLAT CEILING

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%%U%%OENTRY

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%%U%%OLANAI

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9'-4" FLAT CEILING

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%%u%%oBEDROOM #2

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9'-4" FLAT CEILING

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%%u%%oBEDROOM #3

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9'-4" FLAT CEILING

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9'-4" FLAT CEILING

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%%U%%OUTILITY

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9'-4" FLAT CEILING

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%%u%%oBATH #3

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%%u%%oDINING ROOM

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%%u%%oBATH

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%%u%%o#4

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%%u%%oBATH

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

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%%U%%OCEILING PLAN: "L"%%O

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%%U%%OFOYER

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9'-4" FLAT CEILING

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= BEARING @ 9'-4" A.F.F.

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BEARING HEIGHTS

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= BEARING @ 13'-11"

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9'-4" FLAT CEILING

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COFFERED

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CEILING

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COFFERED

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CEILING

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10'-4"

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10'-4"

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13'-11"

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9'-4" FLAT CEILING

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9'-4" FLAT CEILING

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HIP

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HIP

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RIDGE

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A

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A-4

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A

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A-4

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A

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A-4

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RIDGE

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ELEVATION @ WALL

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ELEVATION @ +12"

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A

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A-4

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COFFER DETAIL "A"

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SCALE: 1/2"= 1'-0"

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%%u%%oW.I.C.

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9'-4" FLAT CEILING

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A

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A-4

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A

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A-4

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1

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ATTIC AREA

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ATTIC VENTILATION

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(ATTIC AREA 1/150)

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VENTILATION REQUIRED

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20.9 SQ. FT.

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3138 SQ. FT.

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WITHOUT OFF RIDGE VENTS

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VENTILATION REQUIRED

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WITH OFF RIDGE VENTS

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OFF RIDGE EXHAUST VENT SIZES

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%%U(AREA NET FREE SQUARE FEET)

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ATTIC VENTILATION CALCULATION: attic sq. ft. / 150 = vented sq. ft.

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ATTIC VENTILATION CALCULATION: attic sq. ft. / 300 = vented sq. ft

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(FBC R806)

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

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(ATTIC AREA 1/300 INSTALL PER

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FBC R806.2 MINIMUM AREA REQUIREMENTS)

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.38 SQ. FT.

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FREE AREA

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1 SQ. FT.

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FREE AREA

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1.45 SQ. FT.

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FREE AREA

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1

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verify venting requirements

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with energy calculations

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square footage

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soffit vents

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mark

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off ridge vents

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total ventilation

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MIN AIR FLOW OF SOFFIT

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6.0%%%

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O.R.V. NOT USED

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MIN AIR FLOW OF SOFFIT

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(O.R.V.)

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%%U%%ODEN

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9'-4" FLAT CEILING

10-6-14DATE:

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

JSL

JWC

A-5L

ELECTRICAL

3/16"=1'-0"

Phon

e (2

39) 5

40-1

822

Fax

(239

) 540

-775

9

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ulf

Coa

st D

raft

ing

SUBD

IV: B

ARRI

NGTO

N CO

VE

RESI

DENC

E FO

R:

G.C.

D. #

: 998

3

LOT:

82M

ODEL

:BL

OCK

:

ADDR

ESS:

1624

6 ABE

RDEE

N W

AY

SPEC

UNIT

243

1

DR H

. #: 5

7814

0082

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HB

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L.T.

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W/H

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DW.

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RANGE

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OPT.

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D

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W

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

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GARAGE DR OPENER

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L

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OPT.

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GFI

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GFI

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GFI

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GFI

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GFI

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GFI

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H

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H

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OPT.

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OPT.

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FLOOD LIGHT SWITCH

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IN GREAT ROOM

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OPT.

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OPT.

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FLOOD LIGHT SWITCH

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IN GREAT ROOM

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A

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A

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FAN (TYP.)

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PRE-WIRE FOR

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GFI

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WP

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GFI

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WP

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EXH.

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FAN

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FAN (TYP.)

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PRE-WIRE FOR

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A

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A

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A

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A

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A

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A

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A

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A

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A

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A

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FAN (TYP.)

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PRE-WIRE FOR

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3

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Electrical Notes:

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All outlets in wet areas and all exterior outlets to be GFI's

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All electrical equipment to be set at or above base flood elevation.

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Install Arc-Fault circuit-Interrupters & Tamper-Resistant Receptacles

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shall be installed in dwelling unit. per NEC 210.12 & 406.11

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Install Phone & T.V per contract .

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INSTALL ALL ELECTRICAL PER NEC 2011

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SURFACE MOUNTED CEILING LIGHT

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TELEVISION RECEPTION OUTLET

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AC/DC SMOKE DETECTOR

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TO BE INTERCONNECTED

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WALL MTD. BRACKET LIGHT

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3 WAY SWITCH

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DIMMER SWITCH

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GFI SWITCH

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TELEPHONE OUTLET

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SINGLE POLE SWITCH

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A/C DISCONNECT

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DUPLEX FLOOD LIGHT

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TRACK MTD. LIGHTS

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EXHAUST FAN

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PUSH BUTTON

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RECESSED LIGHT

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1/2 SWITCHED DUPLEX OUTLET

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DUPLEX RECEPTACLE OUTLET

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4-PLEX RECEPTACLE OUTLET

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220 V RECEPTACLE OUTLET

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SINGLE RECEPTACLE OUTLET

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DUPLEX RECETACLE @ ELEV. A.F.F.

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ELECTRICAL PANEL

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ELECTRICAL METER

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120 V JUNCTION BOX

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T

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TIMER SWITCH

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J

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GFI

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D

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3

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SD

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TV

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ELECTRICAL LEGEND

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2' UNDER COUNTER LIGHT

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4' FLUORESCENT LIGHT

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K

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P

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KEYPAD

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ANY RESIDENT HAVING A FOSSIL-BURNING

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HEATER OR APPLIANCE, A FIREPLACE, OR

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AN ATTACHED GARAGE SHALL HAVE AN

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OPERATIONAL CARBON MONOXIDE ALARM

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INSTALLED WITHIN 10 FEET OF EACH

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ROOM USED FOR SLEEPING PERPOSES.

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PER RULE 9B-3.04.72

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DOOR BELL

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DB

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ELECTRICAL PLAN 2431

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POWER CO.

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200 AMP ELECTRICAL RISER DIAGRAM

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

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AT LEAST 6FT APART.

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(2) 4/0 AL & (1) 1/0 AL

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OR CU EQUIVALENT.

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M

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200 AMP.

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PANEL

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200 Amp Service

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A

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TAG

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QUANTITY

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PRODUCT #

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PRODUCT

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B

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C

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D

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E

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F

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G

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H

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J

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K

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N

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O

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P

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(25)

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(4)

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(1)

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(X)

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(3)

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(2)

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NOT USED

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(3)

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(X)

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(X)

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(X)

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(1)

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(3)

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(X)

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36" Avalon 4 LT

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24" Avalon 3 LT

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10" Mushrooms

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Pendant/Nook

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Vapors

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Recessed Cans

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Coach Lights

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Coach Lights

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J BOX

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5lt Chandelier

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3 LT Avalon

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Pendant Light

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NOT USED

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P3269-09

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P3268-09

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P3410-30

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P4070-09

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P5815-30

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P5683-30

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P4068-09

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P3773-09

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P-5068-09

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L

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M

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(4)

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(3)

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4' Fluorescent

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2' Fluorescent

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P7183-30

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P7186-30

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PRE-WIRE FOR

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FAN (TYP.)

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PRE-WIRE FOR

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FAN (TYP.)

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PRE-WIRE FOR

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FAN (TYP.)

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VP

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B

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A

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A

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A

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A

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EXH.

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FAN

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EXH.

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FAN

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VP

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B

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A

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A

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A

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A

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A

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3

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TV

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TV

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TV

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TV

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A

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A

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A

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A

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O

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GFI

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EXH.

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FAN

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VP

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B

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E

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OPT.

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OPT.

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FLOOD LIGHT SWITCH

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IN FOYER

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OPT.

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FLOOD LIGHT SWITCH

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IN FOYER

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TO OPT.

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LIGHTS

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42 A.F.F.

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STRUCTURED

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WIRE BOX

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L

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W/ 110 OUTLET

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E

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EXH.

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FAN

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VP

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B

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GFI

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A

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SD

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SD

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SD

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SD

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SD

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SD

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SD

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SD

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SD

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SD

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A/H

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O

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200 AMP. ELEC

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PANEL BOX

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VERIFY LOC.

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METER

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VERIFY LOC.

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TV

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W/ 110 OUTLET

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PENDANT LIGHTS

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%%u%%oFLOOR ELECTRICAL PLAN: %%O

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L.T.

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OPT.

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"J" BOX

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F

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F

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GFI

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WP

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3

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3

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O

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GFI

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WP

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GFI

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GFI

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A

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J

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D.B.

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GFI

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O

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WP

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GFI

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GFI

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SD

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SCD

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SD (SMOKE DETECTOR)

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SCD (CARBON MONOXIDE/SMOKE DETECTOR

²

²

²

10-6-14DATE:

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

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RESIDENTIAL SPECIFICATIONS

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GENERAL NOTES

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1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT

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THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL

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REPORT ALL DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING

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

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HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO

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

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

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

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PSF. THE CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO

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SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT

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4. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE

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5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB

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SPECIFICATION AND HOUSE PLANS, MECHANICAL, ELECTRICAL,

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PLUMBING, AND SITE DRAWINGS, CONSULT THESE DRAWINGS FOR

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STRUCTURAL DRAWINGS.

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DETAIL IS SHOWN.

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CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK.

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

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ATTACH AND ACCOMMODATE OTHER WORK.

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THE DESIGNER PRIOR TO COMMENCING WORK.

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SLEEVES, DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON

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THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE

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NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, OR TIE DOWNS.

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

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ENGINEER IN WRITING, THE INSTALLATION OF THE FASTENERS

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ALL WOOD EXPOSED TO WEATHER SHALL BE PROTECTED, PRESSURE TREATED,

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

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

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TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO ENSURE SAFETY OF

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SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.

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SIMPSON FASTENERS SPECIFIED MAY BE SUBSTITUTED WITH THE SAME QUANTITY

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AND EQUIVALENT STRENGTH PRODUCT.

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7. TREATED WOOD REQUIREMENTS:-

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OR NATURALLY RESISTANT TO DECAY.

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ALL WOOD TOUCHING MASONRY OR CONCRETE SHALL BE ISOLATED, OR

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PRESSURE TREATED.

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9. CEILING DRYWALL INSTALLED WITHIN THE HOUSE TO TRUSSES SPACED 24" O.C.

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SHALL BE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5

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1

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10. LANAI CEILINGS & COVERED ENTRY CEILINGS

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1X4 STRIPPING @ 16" O.C. FASTENED WITH 2-8d NAILS TO EACH TRUSS. 5/8"

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EXTERIOR GYPBOARD CEILING FASTENED WITH 8d NAILS OR 1-5/8" DRYWALL

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SCREWS @ 6" oc EDGE AND FIELD.

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3

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4

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FLOOR SHEATHING AT 2ND FLOOR

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

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5

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SPAN RATING 48/24 OR BETTER, GLUED AND NAILED

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SHINGLES

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15# felt shall be installed under asphalt shingles. All asphalt

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shingles shall have self sealing strips or be interlocking and

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comply with ASTM D 225 or D3462, and shall be secured to the

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roof with no less than 6 fasteners per shingle strip, or a minimum

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of 2 fasteners per shingle tab. And shall in no case be fastened

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with less fasteners than that required by the manufacture.

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Installation shall comply with the manufactures requirements for

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installation in the given Florida wind zone, as determined by

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ASTM D 3161.

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FASTENERS

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Fasteners for asphalt shingles shall comply with ASTM F 1667, and

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shall be made of galvanized steel, stainless steel or aluminum with

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a minimum shank size of 12 gage (0.105 inches)with a minimum 3/8 inch

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diameter head and shall be of a length to penetrate the

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sheathing.

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The nail component of plastic cap nails shall meet or exceed the

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requirements of ASTM A 641, Class I, or equal, and shall be

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corrosion resistant by coating electro galvanization, mechanical

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galvanization, hot dipped galvanization or shall be made of

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stainless steel, non ferrous metal.

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ASPHALT SHINGLE ROOF SPEC'S

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CLAY AND CONCRETE TILE ROOF SPECS

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THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL COMPLY

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

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MARKING: EACH ROOF TILE SHALL HAVE A PERMANENT

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MANUFACTURER'S IDENTIFICATION MARK.

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APPLICATION SPECIFICATIONS: THE TILE MANUFACTURER'S WRITTEN

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APPLICATION SPECIFICATIONS SHALL BE AVAILABLE AND SHALL

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INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING:

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1. TILE PLACEMENT AND SPACING,

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2. ATTACHMENT SYSTEM NECESSARY TO

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A. AMOUNT AND PLACEMENT OF MORTAR

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B. AMOUNT AND PLACEMENT OF ADHESIVE,

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C. TYPE, NUMBER, SIZE, AND LENGTH OF FASTENERS AND CLIPS.

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3. UNDERLAYMENT

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4. SLOPE REQUIREMENT.

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INSTALL PEEL AND STICK UNDERLAYMENT APPROVED FOR SINGLE

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LAYER APPLICATION UNDER TILE ROOF.

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ROOF SHEATHING

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SHEETS SHALL BE MAINTAINED. INSTALL "H" CLIPS AT UNSUPPORTED PANEL EDGES.

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FLASHING

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FLASHING SHALL BE ALUMINUM, ALUMINUM ZINC COATED STEEL .0179 INCHES

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THICK, 26 GAGE AZ50 ALUM ZINC, OR GALVANIZED STEEL .0179 INCHES THICK, 26 GAGE

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

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SYSTEM ROOF SHEATHING MANUFACTURERS PUBLISHED REQUIREMENTS. ALL FLASHING AND

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

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SHALL BE APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER.

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DIMENSION PLACED PERPENDICULAR TO TRUSSES. A 1/8" SPACE BETWEEN ADJACENT

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GENERAL ROOF ASSEMBLY

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2

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INSTALL PANELS WITH LONG

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DRIP EDGE

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

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LAPPED A MINIMUM OF 3" @ JOINTS. THE OUTSIDE EDGE SHALL EXTEND A MINIMUM OF 1/2"

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BELOW SHEATHING AND THE INSIDE EDGE SHALL EXTEND BACK A MINIMUM OF 2". DRIP

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EDGE SHALL BE FASTENED AT NO MORE THAN 4" CENTERS. THERE SHALL BE A

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MINIMUM OF 4" WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE.

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COMPLY WITH CURRENT WIND CODE,

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FINISH FLOOR

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5.7 SQ. CLEAR OPENING

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MINIMUM EGRESS WINDOW DETAIL

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R310.1.1 MINIMUM OPENING AREA:- ALL EMERGENCY ESCAPE AND RESCUE ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQAURE FEET (0.530 m² ). ). EXCEPTION:- GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET (0.465 m² ). ). R310.1.2 MINIMUM OPENING HEIGHT:- THE MINIMUM NET CLEAR OPENING THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES (610mm). R310.1.3 MINIMUM OPENING WIDTH:- THE MINIMUM NET CLEAR OPENING THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES (508mm). R310.1.4 OPERATIONAL CONSTRAINTS:- EMERGENCY ESCAPE AND RESCUE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. R310.2 WINDOW WELLS:- THE MINIMUM HORIZONTAL AREA OF THE WINDOW THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL BE 9 SQUARE FEET (0.84 m² ), WITH A MINIMUM HORIZONTAL ), WITH A MINIMUM HORIZONTAL PROJECTION AND WIDTH OF 36 INCHES (914mm). THE AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED.

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NOTE:EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND GABLE END WALLS, MUST HAVE RADIANT BARRIER AND HOUSE WRAP.

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RADIANT BARRIER:

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SCALE: N.T.S.

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ATTIC

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EXTERIOR

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GABLE WALL

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EXTERIOR STUD WALL OR TRUSS

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EXTERIOR PLYWOOD W/ RADIANT BARRIER ON ATTIC SIDE

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HOUSE WRAP

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ROOF

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RADIANT BARRIER GLUED TO PLYWOOD

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TOP CHORD

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ATTIC

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EXTERIOR

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SLOPE TO EXTERIOR

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2

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TYPICAL WALL SECTION

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SCALE: N.T.S.

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WOOD BASE

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W/ INSULATION (MIN. R4.1)

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1/2" DRYWALL W/ TEXTURED WALLS.

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1X2 P.T. FURRING STRIPS @ 16" O.C.

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GRADE

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8"X8"X16" CONC. BLOCK

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R=30 FIBERGLASS

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INSUL.

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1X4 P.T. STRIP.

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SIZE AND REINFORCING.

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FOUNDATION PLAN FOR

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CONCRETE FOOTING SEE

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WINDOW, SEE SCHEDULE AND PLAN.

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PER NOTE 9 IN

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DRYWALL CEILING

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TABLE 1 ON A-6

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SEE ENGINEERING

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PRECAST LINTEL

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FLASHING AND DRIP EDGE

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PER NOTES IN TABLE 2 ON A-6

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EMBEDDED STRAP AT EACH

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TRUSS PER ROOF FRAMING PLAN.

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

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DESIGNED BY DELEGATED TRUSS ENGINEER.

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ROOF SHEATHING PER SCHEDULE 2/S-3

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TILE ROOF PER NOTE 4 ON A-6.

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AND PER NOTES IN TABLE 2 ON A-6

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2x6 MIN. SUB FASCIA

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1X4 P.T. BUCK W/ BED

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OF CONTINOUS CAULK

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UNDER, SEE 13/S-3

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SILL SET IN MORTAR

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PRECAST CONCRETE SILL

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DECORATIVE CEMENT FINISH

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PER ASTMC-926

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8"X8" CONTINUOUS

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SEE ENGINEERING

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BOND BEAM

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VENTED ALLUM SOFFIT

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SHALL MEET R703.1.3

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PROVIDE VENTILATION

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PER R806.1

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SEE TABLE 3 ON S-3

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PROVIDE TERMITE TREATMENT WITH "BORA CARE".

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CORNER OF

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MID WALL

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FELT STRIP

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BUILDING

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CORNER BEAD

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WEEP SCREED

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FELT STRIP

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WIRE LATH

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EXPANSION JOINT

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OVER FELT

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OVER FELT STRIP

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BUILDING

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BUILDING

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FELT STRIP

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EXPANSION JOINT

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CORNER OF

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BUILDING

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MASONRY WALL

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OVER WIRE LATH

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EXPANSION JOINT

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OVER BLOCK WALL

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OVER WIRE LATH

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EXPANSION JOINT

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DECO. TEXTURED FINISH

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OVER WIRE LATH

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DECO. TEXTURED FINISH

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FRAME WALL

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FELT OVER

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FRAME WALL

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WIRE LATH

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OVER FELT

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MID WALL

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WEEP SCREED

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OVER FELT STRIP

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WIRE LATH OVER

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MID WALL

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WEEP SCREED

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OVER FELT STRIP

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FRAME WALL

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FELT PAPER

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MITER OVER SCREED

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WIRE THE CONTROL

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JOINT TO LATH WITH

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18 GA. GALVANIZED

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WIRE AT 7' O.C. MAX.

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AMICO M-TYPE

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CONTROL JOINT

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AMCJM-780 OR

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APPROVED EQUAL

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OVER LATH (CUT

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LATH BEHIND

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CONTROL JOINT 1/4'

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MIN. GAP) LOCATE

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OVER STUD ONLY

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AND PER NOTE 1

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FULLY EMBED BACK FACE

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OF WEEP SCREED IN

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CAULK. LET OOZE OUT AT

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CORNER AND SCREED 2"

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MIN. WIDTH

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MITER OUT CORNER

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BEAD AT

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MID WALL

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WEEP SCREED

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*

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NOTE 1:

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MAX OF 144 SQ. FT.

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BETWEEN CONTROL

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JOINTS. NOT GREATER

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THAN 18'-0"O.C. MAX

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AREA RATIO OF

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CONTROL JOINTS-2-2/1 TO 1

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(AT WOOD

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FRAME ONLY)

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*

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CAULK CENTER JOINT

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IN MID WALL WEEP

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SCREED 2" IN EA.

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DIRECTION AT CORNER

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WOOD FRAME

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MASONRY WALL

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%%UMASONRY WALL

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%%UMASONRY WALL

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MASONRY WALL

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%%UWEEP SCREED DETAIL

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INSTALL AT ALL EXTERIOR WALL LOCATIONS WHERE

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WOOD STUD FRAMING IS ABOVE MASONRY WALLS.

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MID WALL

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WEEP SCREED

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OVER FELT STRIP

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MASONRY NAIL

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6" WIDE FELT

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METAL LATH

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MASONRY WALL

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PAPER BACK

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WALL SHEATHING

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WITH HOUSE WRAP

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OR ZIP SYSTEM

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WALL SHEATHING

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WOOD FRAMING EITHER FLOOR TRUSS OR GABLE END TRUSS

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C

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L

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FELT AND

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WEEP SCREED

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%%UMID WALL WEEP SCREED DETAIL

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OVER

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WITH FELT

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FRAME WALL

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WIRE LATH

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WOOD FRAME

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MASONRY WALL

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SCALE: N.T.S.

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%%UPAN FLASHING PER R703.8.1.1

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R703.8.1.1 - 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 also incorporate flashing or protection at the head and sides.

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"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 n Stick Flashing Membrane - Fluid Applied Flashing For such products, follow the manufacturer's installation instructions.

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INSTALL "PAN" FLASHING AT THE SILL

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WHERE "PAN" FLASHING IS USED AT THE SILL, ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES

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EXTERIOR WALL

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OPENING FOR WINDOW OR DOOR

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THE FLASHING INSTRUCTIONS FROM THE WINDOW / DOOR MFR., OR THE FLASHING MFR., SHALL SUPERCEDE THIS DETAIL.

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For in-depth flashing installation instructions, refer to the following publications: FMA/AAMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AAMA/WDMA 300

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4" CONC. SLAB ON 6 MIL. VISQUEEN VAPOR BARRIER ON MECHANIALLY COMPACTED FILL PROVIDE TERMITE TREATMENT WITH "BORA CARE".

10-6-14DATE:

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

JSL

JWC

FOUNDATION

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HB

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W/H

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RAISED

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SLAB

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ELEV @ 0'-(-4")

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2" SLOPE

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LOWEST POINT OF GARAGE FLOOR SHALL BE CONSTRUCTED AT OR ABOVE FLOOD ELEVATION

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6" X 12" RECESS

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SEE DETAIL

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PROVIDE 1/4" WATER

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LINE @ REF. SPACE

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FOR ICE MAKER

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PAD FOOTING SCHEDULE

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1'-2"

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1'-2"

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1'-0"

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1'-0"

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1'-0"

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DEPTH

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E

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D

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5'-0"

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4'-0"

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5'-0"

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4'-0"

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C

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A

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B

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USED

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TYPE

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3'-6"

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2'-6"

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3'-0"

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WIDTH

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3'-6"

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2'-6"

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3'-0"

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LENGTH

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6-#5

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5-#5

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6-#5

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5-#5

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-

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-

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SHORT WAY

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4-#5

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3-#5

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4-#5

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BOTTOM REINF.

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4-#5

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3-#5

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4-#5

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LONG WAY

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REMARKS

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-

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-

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-

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1-#5

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CONT.

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0'-8"

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TE

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0'-8"

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1'-8"

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1'-0"

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1'-0"

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WALL FOOTING SCHEDULE

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0'-10"

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0'-8"

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DEPTH

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1'-8"

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F6

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F5

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F4

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F3

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F2

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F1

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USED

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TYPE

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1'-4"

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1'-4"

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1'-4"

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1'-0"

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CONT.

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CONT.

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CONT.

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CONT.

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1'-8"

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1'-4"

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WIDTH

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CONT.

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CONT.

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LENGTH

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SHAPE

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2-#5

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2-#5

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2-#5

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2-#5

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BOTTOM

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REINFORCING

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2-#5

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2-#5

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ADD CURB TO

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GARAGE, SEE

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DETAIL

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8"

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F6A

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8"

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CONT.

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1-#5

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CONT.

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2 #5 BARS

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4" CONC. SLAB

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GARAGE DOOR RECESS

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SCALE: 1/2" = 1'-0"

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GRADE

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RECESS

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3" CLEAR COVER.

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2 #5 CONT. W/

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FIN. GRADE

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'F3' FOOTING

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5" MIN.

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7" HOOK, EMBED

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#5 DOWEL WITH

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'F3' WITH CURB AT GARAGE

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5" MIN. BELOW

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7" HOOK, EMBED

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#5 DOWEL WITH

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GARAGE FLOOR

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OF FLOOR

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VARIES WITH SLOPE

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IN FOOTING DIMENSIONS

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CURB IS OPTIONAL & NOT INCLUDED

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3" CLEAR COVER.

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2 #5 CONT. W/

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FIN. GRADE

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'P' PAVERS DETAIL ENTRY/LANAI

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PAVERS

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8"x8" CONC. RIBBON

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W/ 1 #5 ROD CONT.

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GRADE

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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.

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%%uFOUNDATION PLAN

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

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3'X3' CONC.

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SET A/C AT

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OR ABOVE

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FLOOD

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ELEVATION

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RECESS TILE

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SHWR 3 1/2"

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5'-0" TUB

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ELEV @ 0'-(-4")

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PAVERS BY OTHERS

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P

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P

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P

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F3 W/ CURB

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F3 W/ CURB

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F3

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F3

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F3

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F3

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F3

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F3

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F3

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F3

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F3

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F3

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F3

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A

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A

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F3

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8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 9'-4". ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.

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PAVERS BY OTHERS

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DW.

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RANGE

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D

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W

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%%U%%OFOUNDATION PLAN: %%O

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

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A/H

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L.T.

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OPT.

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WING WALLS

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ELEVATION @ 0'-0"

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A

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A

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5'-0" TUB

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5'-0" TUB

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A

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F6A

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F6A

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F6A

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F3

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

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A

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SAND

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A

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4" SLAB W/ 2,500 P.S.I. CONC. W/ 6X6 #10/10 W.W.M. REINFORCING OVER 6 MIL. VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%. PROVIDE TERMITE TREATMENT WITH "BORA CARE".

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RECESS SGD 1-1/2" FOR CONCRETE LANAI. RECESS 2-1/2" FOR PAVER LANAI OR WHERE IMPACT WINDOWS ARE REQUIRED.

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'F6A' STEP DOWN

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1 #5

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3" CLEAR COVER

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CAPE CORAL, FL 33904

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(239) 549-4554

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OF NORTH FLORIDA

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STRUCTURAL

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SYSTEMS

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1634 S.E. 47th ST SUITE #3

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CA# 8829

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

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FORM SLAB TO SHAPE OF WING WALLS

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STUB OUT FOR

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SINK

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STUB OUT FOR

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BOND BEAM & 1#5 ROD

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60" HIGH WALL W/ 8"

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KITCHEN

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F1

10-6-14DATE:

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

JSL

JWC

3/16"=1'-0"

S-2 L

ROOF

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L.T.

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

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%%U%%OROOF PLAN: "L"%%O

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OPT.

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#5 BAR IN GROUTED CELL,

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WITH 7" HOOK INTO TOP

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OF BOND BEAM.

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HIP

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HIP

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RIDGE

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%%U8F8-OB

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%%u%%oMSTR BATH

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10'-4" COFFERED

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CEILING

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%%u%%o#2

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%%U%%OKITCHEN

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%%u%%oBEDROOM #3

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9'-4" FLAT CEILING

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%%U%%O2 CAR GARAGE

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9'-4" FLAT CEILING

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%%u%%oMASTER SUITE

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%%U%%OGREAT ROOM

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%%U%%OKITCHEN

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9'-4" FLAT CEILING

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%%U%%OENTRY

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%%U%%OLANAI

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9'-4" FLAT CEILING

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%%u%%oBEDROOM #2

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9'-4" FLAT CEILING

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%%u%%oBEDROOM #3

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9'-4" FLAT CEILING

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%%U%%OUTILITY

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9'-4" FLAT CEILING

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%%u%%oBATH #3

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%%u%%oDINING ROOM

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%%u%%oBATH

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%%u%%o#4

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%%u%%oBATH

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%%U8F16-1B/1T

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%%U8F16-1B/1T

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%%U%%OFOYER

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9'-4" FLAT CEILING

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%%UPRECAST LINTEL SCHEDULE

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%%U8F8-1B

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%%U8F8-0B

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'1B' DENOTES 1#5 BOTTOM WITH 7" HOOK EACH END OR EXTEND 24" BEYOND OPENING. '0B' DENOTES "NO REBAR"

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8" PRECAST LINTEL

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%%U8F16-1B/1T

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1 #5 BOTTOM

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1 #5 TOP

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

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WALL ABOVE WITH BOND BEAM AT TOP

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#5 VERTICAL, ABOVE LINTEL ONLY WHERE NOTED ON PLAN

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HOOK #5 BAR INTO TOP OF BOND BEAM

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= BEARING @ 9'-4" A.F.F.

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BEARING HEIGHTS

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= BEARING @ 13'-11"

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%%U8F8-1B

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%%U8F8-OB

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%%U8F8-OB

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%%U8F8-OB

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%%U8F8-OB

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%%U8F8-OB

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%%U8F8-1B

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8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 9'-4". ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.

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%%U8F8-OB

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%%U8F8-OB

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%%U8F8-0B

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%%U8F8-1B

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%%U8F8-0B

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%%U8F8-0B

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%%U8F8-0B

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S-3

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11

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S-3

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11

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%%U8F16-1B/1T

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SIM.

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CORNER BARS IN BOND BEAM PER 8/S-3

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EMBED 1-META16 AT ALL TRUSSES EXCEPT AS NOTED AT GIRDERS

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8"x8" CONTINUOUS MASONRY

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BOND BEAM AT TOP OF WALL.

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WITH 1 #5 BAR. PROVIDE CORNER

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BARS PER 8/S-3

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1-META16 @ A01

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1-META16 @ A01

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%%U8F8-0B

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%%U8F8-OB

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BOTTOM @ 10'-4"

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ADD COURSING AS NEEDED TO 8X8 BOND BEAM W/ 1-#5, TOP @ 13'-11"

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DUAL BEARING KNEEWALL TO 13'-11"

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%%U8F8-1B

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9'-4" FLAT CEILING

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9'-4" FLAT CEILING

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COFFERED

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CEILING

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COFFERED

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CEILING

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10'-4"

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10'-4"

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CEILING

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13'-11"

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9'-4" FLAT CEILING

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9'-4" FLAT CEILING

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HIP

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HIP

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RIDGE

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KNEEWALL TO ROOF

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KNEEWALL TO ROOF

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RIDGE

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PLAN NOTES: 1) ROOF TRUSS BEARING ELEVATION VARIES, SEE LEGEND. 2) ROOF FRAMING SHALL BE WOOD TRUSSES DESIGNED BY A DELEGATED TRUSS ENGINEER PER DESIGN CRITERIA ON SHEET S-3. 3) PROVIDE STRAPPING AT TRUSSES PER NOTES ON THIS SHEET. 4) FOR NAILING OF ROOF DECK, SEE 1 AND 2 ON S-3. 5) 8F8-1B etc., DENOTES PRECAST LINTEL ABOVE DOOR/WINDOW OPENING PER SCHEDULE THIS SHEET. 6) AT TRUSS BEARING, PROVIDE 8x8 MASONRY BOND BEAM W/ 1 #5 CONTINUOUS, SEE DETAIL 2/A-6.

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(+23.3, -26.0)

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%%u%%oW.I.C.

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

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ENTRY CEILING PER 2/S-3

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LANAI CEILING PER 2/S-3

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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

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S-4

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1

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9'-4" FLAT CEILING

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HUC26-2 @CJ3A W/ (6) 1/4X2 1/4 TITEN

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TRUSS BEARING CONDITIONS AND STRAPPING IS BASED ON TRUSS LAYOUT PREPARED BY PROBUILD, JOB #: MASTER, DATED: 07/1/15, REVISED: 09/25/14

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(+33.5, -44.8)

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(+33.5, -36.3)

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(+33.5, -36.3)

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2-HETA20 @ A01

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(+33.5, -36.3)

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(+33.5, -36.3)

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(+33.5, -36.3) WIND PRESSURES PER ASCE7-10, 160 MPH, EXPOSURE C, AND CONVERTED TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR. (Vasd=124 MPH, RISK CAT II, ENCLOSED, kd=0.85, H=15')

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(+33.5, -36.3)

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(+33.5, -36.3)

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(+33.5, -36.3)

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(+33.5, -36.3)

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(+33.5, -36.3)

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(+33.5, -36.3)

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(+33.5, -36.3)

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(+33.5, -36.3)

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(+33.5, -44.8)

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META16 @32" O.C. @ INSIDE FACE OF GABLE TRUSS

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(+28.2, -31.5)

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TRUSS B02 BEARS 4" ON MASONRY @ 9'-4"

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(1)HETA16 TO 40

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10-10dx1~8", EMBED 4"

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INSTALL META16 AT ALL TRUSSES TO 1450 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.

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NOTES: 1) PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE AND SUITABLE FOR THE GEOMETRY. EMBED STRAP ON ~C OF WALL. 2) CONNECTORS ARE SIMPSON STRONG TIE. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH SIMPSON PRINTED INSTRUCTIONS. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD. 3) WHERE EMBEDDED STRAPS ARE MISSING, OR MIS-LOCATED, INSTALL RETROFIT STRAP PER 10/S-3.

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(1)HHETA16 TO 40

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(2)HHETA12 TO 22

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1810

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2235

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1985 (1 PLY)

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1900 (2 PLY)

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2500 (2 PLY)

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2500 (2 PLY)

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(2)META12 TO 40

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(2)META12 TO 40

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(2)HETA12 TO 40

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14-16d", EMBED 4"

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14-16d, EMBED 4"

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12-10dx1~8", EMBED 4"

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12-10dx1~8", EMBED 4"

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14-16d", EMBED 4"

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TRUSS STRAPPING TO MASONRY

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MAX TRUSS UPLIFT

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1450

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@ 24" OC (LBS)

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CONNECTOR

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(1)META16 TO 40

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9-10dx1~8", EMBED 4"

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FASTENER

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REV 2

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NO BEARING

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CAPE CORAL, FL 33904

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(239) 549-4554

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OF NORTH FLORIDA

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STRUCTURAL

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SYSTEMS

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1634 S.E. 47th ST SUITE #3

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CA# 8829

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B02

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B02

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1-META16 @ B01

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1-META16 @ B01

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B01

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%%U%%ODEN

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Category

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Simpson

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Pounds

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USP

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Pounds

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Misc

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H2.5A

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U=535

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RT7A

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U=565

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Truss straps

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H10A

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U=1015

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RT16A

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U=1160

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Embedded

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1-META16

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U=1450

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1-HTA16-18

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U=1625

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2-META16 (1 ply)

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U=1985

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2-HTA16-18 (1 ply)

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U=2430

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2-META16 (2 ply)

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U=1900

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2-HTS16-18 (2 ply)

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U=2800

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1-HETA20

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U=1810

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1-HTA20

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U=1870

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2-HETA20 (1 ply)

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U=2035

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2-HTA20 (1 ply)

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U=2430

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2-HETA20 (2 ply)

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U=2500

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2-HETA20 (2 ply)

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U=3170

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Twisted

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MTS16

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U=860

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MTW16

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U=1005

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HTS20

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U=1245

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HTW20

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U=1285

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HTSM16

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U=1020

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HTWM16

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U=1145

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HTSM20

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U=1020

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HTWM20

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U=1145

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Flat Straps

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MSTA12

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U=810

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MSTA12

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U=810

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MSTA18

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U=1130

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MSTA18

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U=1130

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MSTA24

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U=1455

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MSTA24

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U=1455

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MSTAM24

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U=1500

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MSTAM36

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U=1945

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MSTAM36

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U=1870

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MSTAM36

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U=1945

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Coil Straps

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CS18-R

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U=1370

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RS18-R

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U=1375

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CS16-R

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U=1705

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RS16-R

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U=1730

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Stud Straps

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SPH4

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U=1065

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SPTH4

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U=1730

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SPH6

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U=1065

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SPTH6

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U=1730

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SPH8

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U=1065

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SPTH8

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U=1730

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SP1

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U=535 (SPF)

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SPT22

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U=645 (SPF)

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SP2

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U=605 (SPF)

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SPT24

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U=970 (SPF)

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Anchors

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LTT20B

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U=1290 (SPF)

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HTT45

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U=5005 (SPF)

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HTT4 (12~6" HIGH)

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U=3640 (SPF)

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HTT45

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U=5005 (SPF)

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HTT5 (16" HIGH)

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Hangers

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HTU26

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U=670 R=2735

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THD26

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U=2265 R=2645

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LGUM28-2 SDS

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U=2435 R=8250

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LGUM28-3-SDS

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U=2435 R=8290

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HU28

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HU48

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HU410

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HUS26

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U=1550 R=2950

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HUS26

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U=1925 R=2760

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LUS26

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U=1165 R=940

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JUS26

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U=1115 R=870

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HUC28-2

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HGUS28-3

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MBHU3.56/11.25 KT

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U=1720 R=2440

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UMH358

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U=3550 R=3550

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Straps

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Straps

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CONVERSION FROM SIMPSON TO USP CONNECTORS

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LU28

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U=850 R=1335

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U=885 R=1295

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JL28

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(To Wood)

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U=3235 R=7460

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THDH28-3

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U=2665 R=7785

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(To Masonry)

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(To Masonry)

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(To Masonry)

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(To Masonry)

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HU26

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(To Masonry)

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U=290 R=1545

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U=575 R=2400

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U=1085 R=4350

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U=1810 R=5085

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U=1085 R=4350

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16" HIGH VERIFY FIT

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ON ROOF TRUSSES

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(

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LGUM28-2 SDS

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LGUM28-3-SDS

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HD210

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U=2770 R=8155

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U=2770 R=8155

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U=595 R=3110

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(To Masonry)

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(To Wood)

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(To Wood)

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(To Wood)

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(To Wood)

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(To Wood)

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(To Wood)

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Model: Various

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Model:3946

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Model:2178

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Model:1519SS

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Townhome

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Model:3103

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Townhome

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Model:4377, 2583

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Model:2587

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Model:1585

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Model:4377

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Model:2587

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Model:3609, 5350

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1983

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HTT4

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U=5005 (SYP)

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HD410

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U=1305 R=5000

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HD412

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U=1305 R=5750

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HD210-2IF

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U=1305 R=5000

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HD28

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U=595 R=2000

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U=4235 (SYP)

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10~7" HIGH. USE

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WHERE FIT IS AN ISSUE

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(

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U=3885 (SPF)

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U=4465 (SYP)

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HTT45

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U=5005 (SPF)

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U=5005 (SYP)

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U=4015 (SPF)

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U=4670 (SYP)

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THE FOLLOWING USP HARDWARE LISTED HAVE EQUAL OR GREATER CAPACITY THAN THE EQUIVALENT SIMPSON PRODUCT, THEREFORE THE PRODUCTS ARE DIRECT SUBSTITUTIONS WITH NO NEED TO CHECK THE VALUES. THE VALUES ARE LISTED FOR CONVENIENT REFERENCE

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THE FOLLOWING USP HANGERS MEET JOB SPECIFIC LOAD REQUIREMENTS (EVEN THOUGH SOME DO NOT EXCEED THE SIMPSON RATINGS)

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STUB OUT FOR

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SINK

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STUB OUT FOR

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BOND BEAM & 1#5 ROD

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60" HIGH WALL W/ 8"

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KITCHEN

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9'-4" FLAT CEILING

Documents

Final Layout - O:SEPlantCityJobsMasters1 New ......1-09-12 13'-11" Bearing 9'-4" Bearing Hatch Legend UPLIFT HGUS26-2 HGUS28-3 E 0 BOLTS MODEL 7460 MODEL 0 3485 E 0 4095 D QTY ACCESSORIES