309 PLAZA RES23-0026 Main House Upper TRUSS Layout MSA A
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CJ1CJ3CCJ3CCJ3CCJ3CCJ3CCJ3CCJ3CCJ3CCJ3CCJ3CCJ3CCJ3CCJ3CCJ3CCJ3CV04V02V04V02V024V020V016V012AV08AV04AV024AV020AV016AV012V08V04BAll beams to be supplied by builder
All walls shown must be loading36-04-0536-04-0514-08-00 14-08-00
61-04-00
14-00-08 33-02-09 14-00-15
61-04-00
23-02-00 18-00-00 20-02-00
29-10-009-01-11 18-01-0023-01-001X1X 1X1X
Hatch Legend
10'-1-1/8" Wall Elev
21'-9" Wall Elev
22'-9" Wall Elev
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 48Hours And Investigation ByProBuild.NO EXECPTIONS.
The General Contractor Is ResponsibleFor All Connections Other Than Trussto Truss, Gable Shear Wall, AndConnections. Temporay andPermanent Bracing, And Ceiling AndRoof Diaphram Connections.
HARDWARE
BEARING HEIGHT SCHEDULE
516 6th Ave. EastBradenton, FL 34208Ph. (941) 746-2161Fax (941) 306-4762
REVISIONS:
IMPORTANT
This Drawing Must Be Approved AndReturned Before Fabrication WillBegin. For Your Protection Check AllDimensions And Conditions Prior ToApproval Of Plan.SIGNATURE BELOW INDICATES ALLNOTES AND DIMENSIONS HAVEBEEN 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. UNLESSNOTED OTHERWISE.4) ALL UPLIFTS ARE UNDER 1000 LBS. UNLESSNOTED OTHERWISE.5) FRAMING REQUIRED BELOW TRUSSES TO GETDESIRED CEILING CONDITIONS.6) ONLY TRUSS TO TRUSS CONNECTIONS SUPPLIEDW/ TRUSS PACKAGE.
ROOF
<A>Htu26=2
TOP CHORD:2x4
OVERHANG:
SQ.ORPLB.CUT:
6.5/12 & 4/12ROOF PITCH:
12"
PLUMB
BUILDER:Duval Construction
COUNTY: Sarasota
DRAWN BY: HLW
ENG BY: HLW
SUB: Lakehouse Cove
MODEL:.
ADDRESS: .
SCALE: 1/4" = 1'
LOT: .
JOB#3128248
DATE: 7-25-22
PROJECT:Goldwasser 2nd level
ROOF LOADING
TCLL: 20 PSFTCDL: 15 PSFBCDL: 10 PSFTOTAL: 45 PSFDURATION: 1.255 PSF TCDL + 5 PSF BCDLUSED TO RESIST UPLIFT
FLOOR LOADING
TCLL: 40 PSFTCDL: 10 PSFBCDL: 10 PSFTOTAL: 60 PSFDURATION: 1.00SPACING: 24" O.C.DEPTH: 14"& 18" DEEP
MWFRS(Directional)/C-C HYBRID WIND ASCE7-16ENCLOSEDEXPOSURE CATEGORY COCCUPANCY CATEGORY IIWIND LOAD 130 MPHWIND IMPORTANCE FACTOR 1.00TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORDLIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS
This Truss Engineering package
has been reviewed and
complies with the design
intent applied to this project.
SHOP DRAWING
APPROVAL STAMP
MURRAY
ENGINEERING INCORPORATED
157 HAMPTON PT DRIVE, STE. 3
ST. AUGUSTINE - FL - 32092
C.O.A. #26894 - (904) 342-8751
By Toni Gindlesperger at 10:54 am, Feb 16, 2023
By Mike Jones at 11:52 am, Sep 27, 2023