309 PLAZA ACC23-0002 GUEST ROOF LAYOUTHatch Legend
19'-7" Wall Elev
Beam by builderBeam by builderBeam by builder
A1
A2
A3
HJ8HJ8CJ5CJ5CJ5CJ1CJ3CJ1
CJ3
CJ5CJ5CJ5CJ1CJ3CJ1
CJ3
A10
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A8HJ8A HJ8ACJ5ACJ5ACJ5ACJ1CJ3CJ1
CJ3 CJ5ACJ5ACJ5ACJ1CJ3CJ1
CJ3
A4
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A7
A7
T016A5
A6
CJ3ACJ3ACJ4CJ4V03V03A12" Step Ceiling
Flat changed due to upper pitch
A/H in attic31-10-0031-10-0020-00-00
20-00-00
12-00-008-00-0011-10-004-00-00 3-00-003-00-003-00-00
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
FLOOR
BEARING HEIGHT SCHEDULE
516 6th Ave. EastBradenton, FL 34208Ph. (941) 746-2161Fax (941) 306-4762
REVISIONS: 11-21-22 update
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 = 26
TOP CHORD:2x4
OVERHANG:
SQ.ORPLB.CUT:
.ROOF PITCH:
12"
PLUMB
BUILDER:Duval Construction
COUNTY: Duval
DRAWN BY: HLW
ENG BY: HLW
SUB: Lakehouse Cove
MODEL:.
ADDRESS: 309 Plaza Road, AtlanticBeach
SCALE: 1/4" = 1'
LOT: .
JOB#3128252
DATE: 8-18-22
PROJECT:Goldwasser Pool Houst
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: 15 PSFBCDL: 10 PSFTOTAL: 65 PSFDURATION: 1.00SPACING: VARIES" O.C.DEPTH: VARIES" DEEP
MWFRS(Directional)/C-C HYBRID WIND ASCE7-16ENCLOSEDEXPOSURE CATEGORY COCCUPANCY CATEGORY IIWIND LOAD 150 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 11:51 am, Feb 16, 2023