Final Layout - C:UsersdwoodyDesktop18041804 A …...V6 V2V4 V6A V4A V2A V6A V4A A10 A11 A12 A13 A14...

AA

AA

AA

AA

LG1

LG2

A1

A2

A3

A4

A5

A6

A7

HJ10

HJ10A

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5

CJ1A

CJ3A

CJ5ACJ1

CJ3

CJ5

B1

B2

B3

HJ7HJ7

CJ1

CJ3

CJ1

CJ3

CJ1

CJ3

CJ1

CJ3

C1

HJ7

HJ7

CJ1

CJ3

CJ1

CJ3

CJ1

CJ3

CJ1

CJ3

D1

HJ10 HJ10

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5

E1

HJ4

HJ4

EJ3

CJ1

CJ1

EJ3

CJ1

CJ1

A15

A14

A13

A12

A11

A10

V4A

V6A

V2A

V4A

V6A

V2

V4

V6

E2(2)

EJ5(6)

EJ5(3)

B4(2)

A8(6)

EJ7(9)EJ7A(5)

D2(2)

EJ7(2)

C3(4)

C2(2)

60-00-00

8-08-00

1-04-00

70-00-00

4-00-00

56-00-00

10-00-00

70-00-00

13-04-00 6-08-00 20-00-00

40-00-00

16-00-00 24-00-00

40-00-00

6-08-00

3-00-00

5-00-00

1-04-00

5-00-00

1-04-00

8-00

7-00-00

1-00-00

7-00-00

MODEL

G

THA422

8

1550

SIMPSON CONNECTOR SCHEDULE

J

1415 / 2245

ACCESSORIES

B

4310 / 4680

0

M

1/2" NUTS

0

C

ID

0

UPLIFT

HTU26

SDS 1/4" x 3"

E

M

L

7460

MODEL

MODEL

BOLTS

0

4095

D0

E

H

3x8 NAIL ON PLATES

5230

K

0

SDS 1/4" x 6"

1/2" WASHERS

0

MODEL

QTY

MISCELLANEOUS

UPLIFT

0

1530 / 3485 E

0

HGUS26-2

HGUS28-3

HTU28-2 4310 / 4680 DD0 1530 / 3485

B3895 / 4680B0 1235 / 2140HTU28

7460 FF

HGUS28-3 3235

0 HGUS28-2

H

3235

0 H 7460

QTY

SCREWS

HTU26-2

C

2790

895

QTY

C

HGUS210-4

2 PLY TYP.

3x8 NAIL ON PLATES

3235

0

1/2" WASHERS

FLOOR TRUSS

HTU26-2

L

1 PLY TYP.

N

490A* A*895

HGUS26-2

B

0 LUS24

HTU28

ID

N/A

0

HHUS46

SDS 1/4" x 3"

A1250 / 1555

2155HGUS26-3

QTY

3200 / 3600

MODEL

QTY

H

ROOF

HGUS26-3

GHGUS28-2

MODEL

1/2" x 8" CARR. BOLTS

HTU28-2

0

1235 / 2140

MODEL QTY

JHGUS210-4

2155

N/A

THA426

F

2155

490

3200 / 3600

0

N/A

3600

A

5320

1415 / 2245

O

G

L

SYMBOL

0

A

MODEL

9100

QTY

5320

3600

LUS24

1250 / 1555

0

0

A*

BOLTS

7460

C

1515 / 2175

9100

HTU26-2

SEAT PLATES

J

HTU26

A*

D

3235

0

HHUS46

SYMBOL

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

1/2" NUTS

1515 / 2175

FLOOR

QTY1/2" x 8" CARR. BOLTS

ROOF TRUSS

SDS 1/4" x 6"

SEAT PLATES

SPECIAL

SCREWS

FLOOR TRUSS

HTU26

0

O

G

3895 / 4680

E

FLOOR TYP.

ACCESSORIES

A

ROOF TRUSS

J

5230

2435 / 2245

A

F

2155

THAC422

C

4095

N

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

13'-2" BEARING

9'-4" BEARING

Hatch Legend

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.

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: 16"

END CUT: Plumb

CANTILEVER: --

TRUSS SPACING: 24"

BUILDING CODE: FRC2014

55

5

40

1.00

10

Caribbean Village

CITY: Venice

---

SCALE:

MODEL:

ADDRESS:

PLAN DATE:

SUBDIVISION:

JOB # :

1804 A RH

1/4"=1'-0"

DRAWN BY:

BUILDER:

DATE:

Master

PROJECT:

D. Allen

10/22/15

LOT / BLOCK:

.

---

01/30/13

DR. Horton

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6-08-00

A

A

A

A

A

A

A

A

C2

(2

)C

3(4

)

EJ7(2)

D2

(2

)

EJ7A(5) EJ7(9)

A8

(6

)B

4(2

)

EJ5(3)

EJ5(6)

E2

(2

)

V6

V4

V2

V6

A

V4

A

V2

A

V6

A

V4

A

A10

A11

A12

A13

A14

A15

CJ1

CJ1

EJ3

CJ1

CJ1

EJ3

H

J

4

H

J

4

E1

CJ5

CJ3

CJ1

CJ5

CJ3

CJ1

CJ5

CJ3

CJ1

CJ5

CJ3

CJ1

H

J

1

0

H

J

1

0

D1

CJ3

CJ1

CJ3

CJ1

CJ3

CJ1

CJ3

CJ1

H

J

7

H

J

7

C1

CJ3

CJ1

CJ3

CJ1

CJ3

CJ1

CJ3

CJ1

H

J

7

H

J

7

B3

B2

B1

CJ5

CJ3

CJ1

CJ5

A

CJ3

A

CJ1

A

CJ5

CJ3

CJ1

CJ5

CJ3

CJ1

H

J

1

0

A

H

J

1

0

A7

A6

A5

A4

A3

A2

A1

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