10'-0" CEILINGEXPOSED TO WIND

EXPOSED TO WIND

11'-0" CEILING

11'-0" CEILING

STEPOVERAHU

U:1052

U:1658

U:1361

U:1557

U:1557

LOADED FOR HEADERNON BEARING HEADER

LOADEDFORHEADER

NONBEARINGHEADER

STAIR OPENING

9'-4"CEILINGHT.

9'-4"CEILINGHT.

9'-4" CEILING HT.

9'-4"CEILINGHT.

9'-4"CEILINGHT.

10'-4

"TR

AY

CEILIN

GHT.

10'-0"" CEILING HT.

EXPOSEDTOWIND

10'-0"" CEILING HT.

10'-0"" CEILING HT.

10'-0"" CEILING HT.

10'-0"" CEILING HT.

11'-0"" CEILING HT.

U:1577

U:1200

U:1200

U:1200

U:1200

U:1200

U:1200

U:1200

U:1200

U:1200

U:1200

U:1200

U:1200

U:1200

U:1200

U:1121

U:1016

U:1180

U:1779

U:1335

U:1959

SS

SS

SS

C

P

AA

A

CA A A

A*

A*

A*

A*

AA

AA

C

C

LEDGER BY BUILDER

LEDGER BY BUILDER

FT1FT2

FT2A

FT2A

FT2A

FT2A

FT2A

FT2A

FT2A

FT3

FT3

FT3

FT3

FT3

FT4

FT5

A01A

A02A

A03A

A04A

H7A

EJ7A

EJ7A

EJ7A

EJ7A

EJ7A

EJ7A

EJ7

C1

C3

EJ7C

C1

C3

C5B

B04

B03

B02

H7

EJ7

C1

C3

EJ7B

C1

C3

C5A

EJ7

CJ6A

C04

H3

C1

C3

E3

E3

E3

H3

C1

C3

E3

E3

E3

E3

C1

C3

C1

C3

C02

C01

FG1

C03

H5

C3A

C3A

E3A

E3A

E3A

E3A

H5

E3A

E3A

E3A

B01

A20

D03

D02

D01

H9

C1

C3

C5

C1

C3

C5

EJ7

EJ7

EJ7

EJ7

A19

A18

A17

A16

A15

A13

A13

A13

A13

E3A

K01

K02

K03

K04

H7

H7

EJ7

EJ7

EJ7

EJ7

EJ7

C1

C3

EJ7B

C1

C3

C5A

EJ7

EJ7

EJ7

EJ7

EJ7

C1

C3

EJ7B

C1

C3

C5A

EJ7

FG2

FG3

L01

L02

L01

P01

P01

P01

P01

P01

P01

P02

P03

P04

R02 H

J8AHJ8

B

EJ5

EJ5

C1

C3

C1

C3

EJ5

EJ5

C1

C3

C1

C3

EJ5

Q07

Q05

HJ1

0A

EJ7D

EJ7D

C1

C3

CJ5

C1

C3

CJ5A

EJ7

EJ7D

EJ7D

EJ7

EJ7

Q06

Q04

HJ10B

HJ1

0B

EJ7F

EJ7F

C1

C3

CJ5A

C1

C3

CJ5A

EJ7F

EJ7F

C1

C3

CJ5A

C1

C3

CJ5A

EJ7F

Q03

Q03

Q03

Q02

Q01

Q01

Q01

R01

FM1

V3

V5

V3

V5

V3

V5

10-08-00

10-08-00

18-08-00

10-00-00

50-00-00

8-00 3-00-00

69-00-00

2-00-00

71-00-00

2-00-00

8-04-00

4-05-00

12-06-00

14-08-00

2-00-00

11-10-00 2-00-00

14-04-00

2-00-00

2-00-00

2-00-00

1-05-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

1-00-00

5-04-00

1-00-00

3-11-00

1-00-00

1-02-08

1-02-08

39-04-00

52-05-00

2-00-00

3-09-13

5-09-08

5-09-08

2-00-00

2-00-00

2-00-00

2-00-00

1-02-08

6-00-00

6-00-00

2-00-00

10-02-00

2-00-00

14-08-00

2-00-00

4-06-00

19-00-00

35-08-00

8-00-00

31-00-00

30-10-0024-02-0020-04-00

1-02-08

75-04-00

4-10-00

3-04-00

2-00-00

2-00-00

11-15

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

12-01-08

5-09-08

2-00-00

2-00-00

2-00-00

2-01-08

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

1-10-08

1-05-00

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

5-09-08

1-03-08

19-00-00

1-02-08

1-02-08

1-02-08

1-02-04

1-02-08

3-09-08

4-10-00

5-09-08

2-00-00

1-02-08

19-04-00

1-00-08

3-09-08

1-02-08

24-02-00

1-02-08

19-04-00

1-02-08

1-02-08

31-00-00

1-02-08

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

1-05-00

2-00-00

2-00-00

2-00-00

2-00-00

5-09-08

5-09-08

2-00-00

14-04-00

16-08-00

9-08

2-00-00

2-00-00

1-00-00

2-00-00

1-02-08

14-03-00

3-04-00

36-07-08

50-00-00

(1) PLY FLR. TRUSSCORNER HIP

HGUS28-3

960

0

G

0

0

9100

0

765

HTU28

0

2385O

Q

N/A R

HGUS210-4

D

B

ROOF AND FLOOR TRUSS HANGER SCHEDULE

F

THJA26

0

SUR210

2435

H

HGUS26-2

HTU26

0

0

LUS24

2680

I

0

R

HGUS26-3, HGUS28-3HGUS28-4 SIMILAR

0

7460

3235

CORNER HIP

M

HTU26, HTU28 HHUS46

(3) PLY

N

1250

3410

2155

0

C

P

2980

HTU26-2

865

C

1

3235

0

4

765

0

N

G

1

HJC26

865

0

N/A

0

4310 / 4680

0

L

M

1760

HGUS26-3

L 1250

K

3600

Q

2790

ID

1550

9100

490

1855

1840

0

I

0

1440

0

2940

2940

N/A

1055

0

(1) PLY

A

E

0

1250 / 1555

QTY/RF

1530 / 3485

0

A*

1855

1440

SYMBOL

2155

SUL26

P

THA422, THA426THAC422 SIMILARHJC26

3820

A

HHUS46

0

0

6

THA422

5320

NOTE: UPLIFT VALUE FOR THA422, THAC422, THA426 HANGERS APPLY ONLY TO FACE MOUNT ISTALATION

895 A*

QTY/FL UPLIFT

B

S

1760

5230

(1) PLY

3265

1515 / 2175

D

J

2435

(1) PLY FLR. TRUSS

0

(2) PLY

3

SUL210

MODEL

HTU28-2

FLOOR

2245

1235 / 2140

SUR26

LUS24

3820

S

4355

0

2245

O

7460

4355

7460

4095

2245

3895 / 4680

10

HTU26-2, HTU28-2HGUS26-2, HGUS28-2

725

J

THA426

E

0

N/A

THJA26

THAC422

1055

0

2245

H

F

0

0

ROOF

3200 / 3600

1855

HGUS28-2 7460

K

Hatch Legend

14'-0" BEARING

10'-0" BEARING

21'-4" BEARING

TILE ROOF COVERING

24" DEEP FLOORTRUSS 24" O.C.

REVISIONS

No. DATE NOTES BY

CAUTION!!!

DO NOT ATTEMPT TO ERECT TRUSSESWITHOUT REFERRING TO THE ENGINEERINGDRAWINGS AND BSCI-B1 SUMMARY SHEETS.

ALL PERMANENT BRACING MUST BE INPLACE PRIOR TO LOADING TRUSSES. (ie.SHEATHING, SHINGLES, ETC.)

ALL INTERIOR BEARING WALLS MUST BE INPLACE PRIOR TO INSTALLING TRUSSES.

REFER TO FINAL ENGINEERING SHEETS FORTHE FOLLOWING.

1) NUMBER OF GIRDER PLIES AND NAILINGSCHEDULE.

2) BEARING BLOCK REQUIREMENTS.

3) SCAB DETAILS (IF REQUIRED)

4) UPLIFT AND GRAVITY REACTIONS.

WARNINGBACK CHARGES WILL NOT BEACCEPTED REGARDLESS OF FAULTWITHOUT PRIOR NOTIFICATION BYCUSTOMER WITHIN 48 HOURS ANDINVESTIGATION BY PROBUILD.NO EXECPTIONS.

THE GENERAL CONTRACTOR ISRESPONSIBLE FOR ALL CONNECTIONSOTHER THAN TRUSS TO TRUSS, GABLESHEAR WALL, AND CONNECTIONS.TEMPORAY AND PERMANENT BRACING,AND CEILING AND ROOF DIAPHRAMCONNECTIONS.

6850 Taylor Road Punta Gorda, Fl. 33950Phone: 941-575-2250 / Fax:941-575-0319

IMPORTANT

This Drawing Must Be Approved And ReturnedBefore Fabrication Will Begin. For Your Protection

Check All Dimensions And Conditions Prior ToApproval Of Plan.

SIGNATURE BELOW INDICATES ALL NOTESAND DIMENSIONS HAVE BEEN ACCEPTED.

By _________________________Date___________

NOTES:1) ALL DIMENSIONS ARE FEET-INCHES-SIXTEENTHS.2) DO NOT CUT OR ALTER TRUSSES IN ANY WAY.3) ALL REACTIONS ARE UNDER 5000 LBS. UNLESS NOTE OTHERWISE.4) ALL UPLIFTS ARE UNDER 1000 LBS. UNLESS NOTED OTHERWISE.5) FRAMING REQUIRED BELOW TRUSSES TO GET DESIRED CEILING CONDITIONS.6) ONLY TRUSS TO TRUSS CONNECTIONS SUPPLIED W/ TRUSS PACKAGE.

CERTIFIED PLANT

Truss Technician

ProBuild East

11212

ProBuild East

TTT Level III

TM

MIKE DAVIS

DATE DRAWN 3/7/2016

DATE PRINTED 3/7/2016

MASTERJOB No.

WIND LOAD 160 MPH

EXPOSURE CATEGORY C

OCCUPANCY CATEGORY II

IMPORTANCE FACTOR 1.0

WIND DURATION FACTOR 1.60

OPENING CONDITIONS ENCLOSED

GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS

TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORDLIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS

DESIGN CODE FBC2014/TPI2007

WIND CODE MWFRS (Directional)/C-C HYBRID WIND ASCE 7-10

TRUSS LOADING FLOOR

TCLL 40 PSF

TCDL 10 PSF

BCLL 0 PSF

BCDL 5 PSF

TOTAL 55 PSF

DURATION 1.25

TCDL / TO RESIST UPLIFT 5 PSF

BCDL / TO RESIST UPLIFT 5 PSF

TRUSS LOADING

ROOF PITCH 5/12

CEILING PITCH FLAT

TOP CHORD SIZE 2 x 4 MIN.

BOTTOM CHORD SIZE 2 x 4 MIN.

OVERHANG LENGTH N/A

CANTILEVER 1' 2 1/2"

END CUT PLUMB

FLOOR TRUSS SPACING 24"

ROOF TRUSS SPACING 24"

ROOF PITCH

BUILDER DR Horton

PROJECT 3148 M RH

MODEL 3148 M

ADDRESS --

CITY, STATE --, FL.

LOT --

COUNTY --

DRAWN BY D.W.

ENG. BY D.W.

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CJ6

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C04

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C1

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E3

E3

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H

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C1

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E3

E3

E3

E3

C1

C3

C1

C3

C02

C01

FG

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C03

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C3

A

C3A

E3

A

E3

A

E3

A

E3

A

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E3

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E3

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A

B01

A20

D0

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D0

2

D0

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H

9

C1

C3

C5

C1

C3

C5

EJ7

EJ7

EJ7

EJ7

A19

A18

A17

A16

A15

A13

A13

A13

A13

E3

A

K01

K02

K03

K04

H

7

H

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EJ7

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EJ7

EJ7

C1

C3

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B

C1

C3

C5A

EJ7

EJ7

EJ7

EJ7

EJ7

C1

C3

EJ7

B

C1

C3

C5A

EJ7

FG

2

FG3

L01

L02

L01

P01

P01

P01

P01

P01

P01

P02

P03

P04

FM1

V3

V5

V3

V5

S S S S S S

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A A A

C

AA

A

A*

A*

A*

A*

R02

H

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8

A

H

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B

EJ5

EJ5

C1

C3

C1

C3

EJ5

EJ5

C1

C3

C1

C3

EJ5

Q0

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Q0

5

H

J

1

0

A

EJ7D

EJ7D

C1

C3

CJ5

C1

C3

CJ5

A

EJ7

EJ7D

EJ7D

EJ7

EJ7

Q0

6

Q0

4

H

J

1

0

B

H

J

1

0

B

EJ7F

EJ7F

C1

C3

CJ5A

C1

C3

CJ5

A

EJ7F

EJ7F

C1

C3

CJ5A

C1

C3

CJ5

A

EJ7F

Q0

3

Q0

3

Q0

3

Q0

2

Q0

1

Q0

1

Q0

1

R01

V3

V5

A A A AC