final layout - o:seplantcityjobsquotesmasters1 new ... - l… · final layout -...

12'-4"

COFFERED

CLG

10'-4"

COFFERED

CLG

11'-4" FLAT CLG

10'-4"

COFFERED

CLG

10'-4"

COFFERED

CLG

24" RECESSED A/H

ELEVATION L-RH

14'-0"

FLAT CLG

KNEEWALL @9'-4"

UP TO 14'-0"

INT.BRG.WALL@12'-4"

10'-4"

COFFERED

CLG

A*A*

A*

A*

K

A1

A2

A3

A4

A5

A6

A7

A8

HJ1

0A

HJ10

CJ1

CJ3

CJ5A

CJ1

CJ3

CJ5A

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5

A9

A10

A10

A10

A9

A11

A11

A12

A12

A12

A12

A12

A12

B3

B4

B5

B5

B5

B6

A15

A15

A14

A13

A13

HJ7

CJ1

CJ3

CJ1

CJ3HJ7

CJ1

CJ3

CJ1

CJ3

B1

B1 G1

B2

G2

C1

C1

C2

C3

C3

C3

C4

EJ5(2)EJ5(2)

E1(3)

EJ7(12) EJ7A(4)

10-00

59-10-00

9-04-00

70-00-00

21-02-005-10-0013-00-00

40-00-00

15-04-0024-08-00

40-00-00

70-00-00

3-09-08

5-09-08

5-00-00

6-00-00

6-02-008-00-006-08-00

10-00

4-10-00

10-00

12-08-00

6-00-00

18-04-00

2-00-00

10-00-00

2-00-00

2-00-00

11-00-00

15-00-0012-08-0012-04-00

7-00-00

14-00-00

3-04-00

11-00-00

1-04-00

10-00

9-02-00

10-00

2-00-08

1-08-00

7-04-006-06-007-04-00

8-0814'-0" BRG. HGT.

9'-4" BRG. HGT.

Bearing Elevation

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

4

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"

120 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. Changed to Exposure C 08/11/14

REVISIONS:

4.

3.

1. Hanger C2 into Raised Lintel perStrucSys 07/01

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

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CITY: ---

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SCALE:

MODEL:

ADDRESS:

PLAN DATE:

SUBDIVISION:

JOB # :

1983 - Elev L-RH

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

DRAWN BY:

BUILDER:

DATE:

Master

PROJECT:

D. Allen

06/30/15

LOT / BLOCK:

---

---

01/09/14

DR. Horton