Final Layout - O:SEPlantCityJobsQuotesMasters1 New ......BEARS@12'-0" THISENDOFTRUSS SPAN...

PARTIAL DROP GABLE (2X4 OUTLOOKERS)

EXPOSED

TOWIND

FlatCeiling

10'-8"@

Flat Ceiling

10'-8" @ F.F.

Flat Ceiling

10'-8" @ F.F.Flat Ceiling

12'-0" @ F.F.

2 - 2 x ( ) LEDGER

BY BUILDERBOTTOM @ 10'-8"

PARTIAL DROP GABLE(2X4 OUTLOOKERS)

AREA OF A/H

IN ATTIC

EXPOSED

TO WIND

Flat Ceiling

15'-0" @ F.F.

Flat Ceiling

9'-4" @ F.F.

Flat Ceiling

9'-4" @ F.F.

A/C INCLOSET

24"DEEP

9'-4" @ F.F.

Flat Ceiling

VAULTEDCLG

5/12PITCH

19'-0"

A02 THRU A03 ROOF TRUSSES HUNG FROM GIRDER

TRUSSES G01 & G02 LOCATED IN SECOND FLOOR

RAKE WALL FOR GABLE END

FG-03 HELD

BACK 2"

TOP @ 10'-9"BY BUILDER

2 - 2 x ( ) LEDGER

GIRDER

BEARING

@ 10'-8"

2 - 2 x ( ) LEDGER

STAIRS

TRUSSESHELDBACK3/4"

SPANSPAN

BEARS @ 12'-0"

THIS END OF TRUSS

9'-4" BRG.

10'-8" BRG.

15'-0" BRG.

HELDBACK1/2"

20"DEEP@

24"O.C.

LGBO1LGBO3

K03AA06A

HJ7BHJ7

EJ52ACJ1B

EJ52A CJ1B

8-10-00

4-04-00

4-00-00

12-07-08

2-00-00

14-00-00

2-00-00

44-08-00

11-00-00

71-08-00

21-06-00

23-11-00

18-06-00

8-02-0010-04-00

6-02-0012-04-00

10-02-00

40-00-00

6-00-00

19-08-00

2-00-00

7-00-00

1-02-08

5-09-08

2-00-00

1-06-00

24-08-00 15-04-00

40-00-00

2-00-00

1-00-00

2-00-00

3-08-00

13-08-12

3-04-00

1-02-0022-06-00

17-04-12

15-09-00

2-00-00

23-08-00

4-08-00

1-00-00

20-11-00

14-07-04

1-00-0020-05-12

21-09-00

24-10-08

23-08-08

2-00-00

1-10-08

1-02-08

5-09-08

7-00-00

2-00-00

1-02-08

12-07-00

7-09-00

17-06-00

13-04-00 6-08-08

UPLIFT

HGUS26-2

HGUS28-3

0 3485

ACCESSORIES

SDS 1/4" x 6"

1/2" WASHERS

MISCELLANEOUS

SYMBOL

HHUS46

ROOF TRUSS

1/2" x 8" CARR. BOLTS

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

1/2" NUTS

3x8 NAIL ON PLATES

SCREWS

HGUS210-4

3x8 NAIL ON PLATES

2 PLY TYP.

HTU26-2 L

HTU26-2

HGUS26-2

SPECIAL

1 PLY TYP.

THA422

SIMPSON CONNECTOR SCHEDULE

UPLIFT

SDS 1/4" x 3"

1/2" WASHERS

FLOOR TRUSS

1/2" NUTS

SDS 1/4" x 3"

SYMBOLMODEL

HGUS28-2

HTU28-2

HGUS26-3

HHUS46

THA426

JHGUS210-4

LUS24 1555A*

0 5320

45505230

ROOF TRUSS

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

SEAT PLATES

JHTU26-2

G OHGUS26-3

SPECIAL

FLOOR TRUSS

THAC422F

SCREWS

FLOOR TYP.

ACCESSORIES

SDS 1/4" x 6"

SEAT PLATES

THICKEN THIS WALL TO

A/C IN

CLOSET

GIRDER

BEARING@ 19'-0"

Flat Ceiling

9'-4" @ F.F.

Flat Ceiling

9'-4" @ F.F.

CONCEAL FG-01 GIRDER

16"DEEP

20'-4" BRG.

19'-0" BRG.

TO MATCH LOWER FLOOR

LOCATION OF ANGLE WALL

CJ5ACJ5B

3-09-08

1-02-08

5-09-08

17-06-08

18-08-08

1-02-08

3-09-08

10-10-00

6-00-00

1-02-00

1-00-00

15-04-00

50-08-00

5-00-00

2-00-00

7-00-00

2-00-00

1-06-00

2-00-00

11-00-00

2-04-00

16-10-08

1-00-08

20-09-00

4-08-0812-01-00

1-04-00

52-00-00

2-00-00

1-02-08

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

TOTAL:

DURATION:

FLOOR LOADING

TOTAL:

DURATION:

VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVAL

SOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER

REVISIONS:

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

CITY: ---

SCALE:

MODEL:

ADDRESS:

PLAN DATE:

SUBDIVISION:

JOB # :

2587 L

1/4"=1'-0"Arch D

DRAWN BY:

BUILDER:

Master

PROJECT:

D. Allen

06/30/15

LOT / BLOCK:

01/09/14

DR. Horton

PARTIAL DROP GABLE (2X4 OUTLOOKERS)

EXPOSED

TOWIND

FlatCeiling

10'-8"@

Flat Ceiling

10'-8" @ F.F.

Flat Ceiling

10'-8" @ F.F.Flat Ceiling

12'-0" @ F.F.

2 - 2 x ( ) LEDGER

PARTIAL DROP GABLE(2X4 OUTLOOKERS)

DROP GABLE (2X4 OUTLOOKERS)

AREA OF A/H

IN ATTIC

EXPOSED

TO WIND

Flat Ceiling

15'-0" @ F.F.

Flat Ceiling

9'-4" @ F.F.

20"DEEP@

24"O.C.

Flat Ceiling

9'-4" @ F.F.

A/C INCLOSET

24"DEEP

9'-4" @ F.F.

Flat Ceiling

VAULTEDCLG

5/12PITCH

19'-0"

A02 THRU A03 ROOF TRUSSES HUNG FROM GIRDER

TRUSSES G01 & G02 LOCATED IN SECOND FLOOR

RAKE WALL FOR GABLE END

FG-03 HELD

BACK 2"

TOP @ 10'-9"BY BUILDER

2 - 2 x ( ) LEDGER

GIRDER

BEARING

@ 10'-8"

2 - 2 x ( ) LEDGER

STAIRS

TRUSSESHELDBACK3/4"

SPANSPAN

BEARS @ 12'-0"

THIS END OF TRUSS

9'-4" BRG.

10'-8" BRG.

15'-0" BRG.

HELDBACK1/2"

LGBO1LGBO3

8-10-00

4-04-00

2-00-00

12-07-08

2-00-00

14-00-00

2-00-00

44-08-00

11-00-00

71-08-00

21-06-00

23-11-00

18-06-00

8-02-0010-04-00

6-02-0012-04-00

10-02-00

40-00-00

6-00-00

19-08-00

2-00-00

1-08-00

2-00-00

7-00-001-02-08

5-09-08

2-00-00

1-06-00

24-08-00 15-04-00

40-00-00

2-00-00

1-00-00

2-00-00

3-08-00

13-08-12

3-04-00

1-02-0022-06-00

17-04-12

15-09-00

2-00-00

23-08-00

4-08-00

1-00-00

20-11-00

14-07-04

1-00-0020-05-12

21-09-00

24-10-08

23-08-08

13-00-00

17-06-00

7-09-00

11-04-08

13-04-00 6-08-08

UPLIFT

HGUS26-2

HGUS28-3

2 3485

ACCESSORIES

SDS 1/4" x 6"

1/2" WASHERS

MISCELLANEOUS

SYMBOL

HHUS46

ROOF TRUSS

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

1/2" NUTS

3x8 NAIL ON PLATES

SCREWS

HGUS210-4

3x8 NAIL ON PLATES

2 PLY TYP.

HTU26-2 L

HTU28-2

HGUS26-2

SPECIAL

1 PLY TYP.

THA422

SIMPSON CONNECTOR SCHEDULE

UPLIFT

SDS 1/4" x 3"

1/2" WASHERS

FLOOR TRUSS

1/2" NUTS

SDS 1/4" x 3"

SYMBOLMODEL

HGUS28-2

HTU28-2

HGUS26-3

HHUS46

THA426

JHGUS210-4

LUS24 1555A*

0 5320

45505230

ROOF TRUSS

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

SEAT PLATES

JHTU26-2

G OHGUS26-3

SPECIAL

FLOOR TRUSS

THAC422F

SCREWS

FLOOR TYP.

ACCESSORIES

SDS 1/4" x 6"

SEAT PLATES

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

TOTAL:

DURATION:

FLOOR LOADING

TOTAL:

DURATION:

VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVAL

SOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER

REVISIONS:

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

CITY: ---

SCALE:

MODEL:

ADDRESS:

PLAN DATE:

SUBDIVISION:

JOB # :

2587 LM Floor

1/4"=1'-0"Arch D

DRAWN BY:

BUILDER:

Master

PROJECT:

D. Allen

06/30/15

LOT / BLOCK:

01/09/14

DR. Horton

FG-02A

FG-01A

K03AA06A

HJ7BHJ7B

CJ5ACJ5B

Final Layout - O:SEPlantCityJobsQuotesMasters1 New ......BEARS@12'-0" THISENDOFTRUSS SPAN...

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