PARTIAL DROP GABLE (2X4 OUTLOOKERS)

EXPOSED

TOWIND

FlatCeiling

10'-8"@

F.F.

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.

CANT.

A/C

CHASE

ABOVE

A/C INCLOSET

24"DEEP

3-PLY

9'-4" @ F.F.

Flat Ceiling

VAULTEDCLG

5/12PITCH

TOP@

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

2-PLY

2-PLY

GIRDER

BEARING

@ 10'-8"

2 - 2 x ( ) LEDGER

BY BUILDERBOTTOM @ 9'-4"

STAIRS

SPAN

SPAN

SPAN

TRUSSESHELDBACK3/4"

SPAN

SPAN

SPANSPAN

SPAN

BEARS @ 12'-0"

THIS END OF TRUSS

SPAN

SPAN

SPAN

SPAN

9'-4" BRG.

10'-8" BRG.

15'-0" BRG.

HELDBACK1/2"

20"DEEP@

24"O.C.

A

AA

AA

AA

AA

AA

AA

AA

AA

AA

AA

LGBO1LGBO3

LGBO2

B01A

B01B

B01C

B03

B03

B04

B04

K02A

K03AA06A

A05A

A04A

A04

A04

A04

A04

A03

A03

A03

A02

A02

A02

A02

A02

A02

A02

A02

A02

A02

A01

C01

C02

C03

C04

C04

C04

C04

C04

C04

C04

HJ5

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5

EJ7

EJ7

EJ7

HJ7BHJ7

B

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5

EJ7

EJ7

EJ7

CJ1

CJ3

CJ5

EJ7

EJ7

EJ7

CJ1

CJ3

CJ5

HJ5

2

CJ1A

CJ3B

CJ1A

CJ3B

EJ52

EJ52

EJ52

EJ52

HJ5

2B

HJ52A

CJ1B

CJ3C

EJ52ACJ1B

CJ3D

CJ1B

CJ3C

EJ52A CJ1B

CJ3E

8-10-00

4-04-00

4-00-00

12-07-08

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

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

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

1-06-00

24-08-00 15-04-00

40-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

1-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

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

2-00-00

2-00-00

2-00-00

2-00-00

1-10-08

1-02-08

5-09-08

7-00-00

2-00-00

2-00-00

1-02-08

1-02-08

12-07-00

7-09-00

17-06-00

13-04-00 6-08-08

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

23

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

SPECIAL

FLOOR TRUSS

0

THAC422F

2155

SCREWS

FLOOR TYP.

P

ACCESSORIES

E

4680

SDS 1/4" x 6"

SEAT PLATES

THICKEN THIS WALL TO

A/C IN

BELOW

CLOSET

GIRDER

BEARING@ 19'-0"

2-PLY

2-PLY

SPAN

Flat Ceiling

9'-4" @ F.F.

Flat Ceiling

9'-4" @ F.F.

SPAN

CONCEAL FG-01 GIRDER

16"DEEP

16"DEEP

20'-4" BRG.

19'-0" BRG.

TO MATCH LOWER FLOOR

LOCATION OF ANGLE WALL

NOTE:

A

A

D01

D02

D03

D04

D04

D04

D04

D04

D04

D04

D04

D04

D04

D04

D05

D05

D05

D05

D08A

D07

D06

D05

HJ5A

HJ7

CJ1

CJ3A

CJ5A

EJ7A

EJ7A

EJ7A

EJ7A

CJ5A

CJ3A

CJ1

CJ3A

CJ5ACJ5B

CJ1

CJ3A

CJ1

CJ3A

EJ5

MG01A

G02

G01A

HJ7A

H01A

HJ5A

HJ5

B

CJ1

CJ3A

EJ5

EJ5

CJ1D

CJ3H

EJ5

EJ5

CJ1

CJ3F

CJ1E

CJ3G

V01

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

2-00-00

2-00-00

2-00-00

7-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

1-06-00

2-00-00

2-00-00

2-00-00

11-00-00

2-04-00

16-10-08

1-00-08

20-09-00

4-08-0812-01-00

8-08

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

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 APPROVAL

SOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER

20

50

20

1.25

10

2.

REVISIONS:

4.

3.

1.

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 # :

2587 L

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

DRAWN BY:

BUILDER:

DATE:

Master

PROJECT:

D. Allen

06/30/15

LOT / BLOCK:

---

---

01/09/14

DR. Horton

PARTIAL DROP GABLE (2X4 OUTLOOKERS)

EXPOSED

TOWIND

FlatCeiling

10'-8"@

F.F.

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)

DROP GABLE (2X4 OUTLOOKERS)

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.

CANT.

A/C

CHASE

ABOVE

A/C INCLOSET

24"DEEP

3-PLY

9'-4" @ F.F.

Flat Ceiling

VAULTEDCLG

5/12PITCH

TOP@

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

2-PLY

2-PLY

GIRDER

BEARING

@ 10'-8"

2 - 2 x ( ) LEDGER

BY BUILDERBOTTOM @ 9'-4"

STAIRS

SPAN

SPAN

SPAN

TRUSSESHELDBACK3/4"

SPAN

SPAN

SPANSPAN

SPAN

BEARS @ 12'-0"

THIS END OF TRUSS

SPAN

SPAN

SPAN

SPAN

9'-4" BRG.

10'-8" BRG.

15'-0" BRG.

HELDBACK1/2"

DD

LGBO1LGBO3

LGBO2

FGE1

F1

F1

F1

F1

F1

F1

F6

F6

F6

F6

F6

F5

F5

F5

F4

F3

F3

F3

F3

F3

F3

F3

F3

F2

F2

FG-02

FG-01

FG-03

8-10-00

4-04-00

2-00-00

2-00-00

12-07-08

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

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

2-00-00

2-00-00

2-00-00

2-00-00

1-08-00

2-00-00

2-00-00

2-00-00

2-00-00

7-00-001-02-08

5-09-08

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

1-06-00

24-08-00 15-04-00

40-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

1-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

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

0E

BOLTS

MODEL

7460

MODEL

2 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

HTU28-2

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

SPECIAL

FLOOR TRUSS

0

THAC422F

2155

SCREWS

FLOOR TYP.

P

ACCESSORIES

E

4680

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

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 APPROVAL

SOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER

20

50

20

1.25

10

2.

REVISIONS:

4.

3.

1.

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 # :

2587 LM Floor

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

DRAWN BY:

BUILDER:

DATE:

Master

PROJECT:

D. Allen

06/30/15

LOT / BLOCK:

---

---

01/09/14

DR. Horton

Th

is s

ign

atu

re a

nd

sea

l is

fo

r w

ork

per

form

ed b

y t

he

Str

uct

ura

l E

ng

inee

r o

f R

eco

rd

(SE

R)

rela

ted

to

Str

uct

ura

l E

ng

inee

rin

g o

nly

. N

o w

ork

was

per

form

ed b

y t

he

SE

R i

n

oth

er d

isci

pli

nes

su

ch a

s ar

chit

ectu

ral,

mec

han

ical

, p

lum

bin

g,

elec

tric

al,

fire

, li

fe

safe

ty,

acce

ssib

ilit

y,

ener

gy

, si

te w

ork

, ci

vil

, o

r g

eote

chn

ical

.

ST

RU

CT

UR

AL

EN

GIN

EE

RIN

G

FGE1

F1

F1

F1

F1

F1

F1

F6

F6

F6

F6

F6

F5

F5

F5

F4

F3

F3

F3

F3

F3

F3

F3

F3

F2

F2

B01A

B01B

B01C

B03

B03

B04

B04

FG-02A

FG-01A

K02A

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