DRH 3148 L LH - C:MiTekJobsPlantCity C09D.R. Horton 8 8 L 8 L LO… · q07 q05 h j 1 0 a c1 c3 cj5...

10'-0" CEILINGEXPOSED TO WIND

EXPOSED TO WINDCeiling 14'0"

11'-0" CEILING

11'-0" CEILING

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U:1

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9'-4

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10'-0"" CEILING HT.

10'-0" CEILING HT.

10'-0"" CEILING HT.

11'-0" CEILING HT.

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U:1

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U:1

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U:1

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U:1

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U:1

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U:1

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U:1

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12-0

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10-0

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18-0

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50-0

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2-04-00

67-08-00

2-00

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77-08-00

10-08-00

12-0

6-00

14-08-00

2-00

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11-10-00 2-00-00

14-0

4-00

2-00

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2-00

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2-00

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1-00-00

5-04

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1-00-00

1-00

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1-02-08

52-0

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3-09

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5-09-08

2-00

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2-00

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1-02

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6-00-00

6-00

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10-02-00

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14-08-00

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4-06-00

19-0

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8-00-00

31-0

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

1-02

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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

5-09-08

2-00

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2-00

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2-00

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2-01

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2-00

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2-00

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2-00

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5-09-08

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1-02

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1-02

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1-02-08

1-02-04

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1-02

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19-04-00

1-00

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3-09-08

1-02

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24-02-00

1-02

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2-00-00

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7-09-08

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32-00-006-00-00

19-0

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(1) PLY FLR. TRUSSCORNER HIP

HGUS28-3

960

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0

0

9100

0

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2680

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0

7460

3235

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HTU26, HTU28 HHUS46

(3) PLY

N1250

3410

2155

0

C

P2980

HTU26-2

865

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7

3235

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6

765

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865

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N/A

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9100

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1855

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1055

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3820

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HHUS46

0

0

0

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

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725

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THA426

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N/A

THJA26

THAC422

1055

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2245

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F

00

ROOF

3200 / 3600

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HGUS28-2 7460

K

24" DEEP FLOORTRUSS 24" O.C.

(8) 3.5 SEAT PLATE

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.

4408 Airport Road, Plant City, FL 33563Ph. (813) 305-1300. Fax (813) 305-1301

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.

DATE DRAWN 7/13/2016DATE PRINTED 7/13/2016

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 ROOF

TCLL 20 PSF

TCDL 25 PSF

BCLL 0 PSF

BCDL 10 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 L LH

MODEL 3148 L

ADDRESS ---

CITY, STATE ---

LOT Master

COUNTY ---

DRAWN BY Ernesto Paiz

ENG. BY Ernesto Paiz

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