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309 PLAZA ACC23-0002 GUEST Floor Truss LAYOUT.Truss List Truss Reactions FG1 3180.22 lb -1600.19 lb 3178.84 lb -1603.12 lb FG2 4535.83 lb -1801.05 lb 4425.36 lb -1748.89 lb FG3 2986.16 lb -1352.24 lb 324.68 lb -727.22 lb FG6 3850.74 lb -1748.81 lb 319.90 lb -647.05 lb 273.42 lb -282.79 lb 459.25 lb -366.86 lb 446.87 lb -219.91 lb 400.87 lb -172.50 lb 354.25 lb -164.68 lb 425.46 lb -171.14 lb 220.36 lb -349.74 lb 3501.44 lb -1582.03 lb T01 2632.50 lb -1036.17 lb 2632.50 lb -1036.17 lb T01A 2951.03 lb -1160.09 lb 2613.97 lb -1028.96 lb T01B 5838.89 lb -2281.25 lb 2466.11 lb -971.30 lb T02 2780.19 lb -1125.57 lb 144.68 lb -357.19 lb A A A A A A A AAAAAAAEEE E FG1 T01 T01 FG2 T02 FG6 T01A T01B T01 T01 FG1FG3FG4T03T03 T03T03T03FG4FG3T04 T05 T04 T05 T06T06FG5FG4T03T03T03T03T03FG4FG3T04 T05 T06T04 T05 T06FG3Stairway Adjust truss location as needed Builder to conv frame floor Builder to provide bearing for upper roof trusses Bearing Wall below 2800# Drag Strut THJU26-WTHJU26-W THJU26-wTHJU26-W SUL26 SUL26 SUL26 SUL26 SUR26 SUR26 SUR26 SUR2628-02-0028-02-0018-00-00 18-00-00 14-01-121-12 3-06-126-00-006-00-001-10-001-10-00 1-00-001-00-001-00-002-00-002-00-002-00-002-00-002-00-002-00-001-00-002-00-004-02-00 2-08-003-00-003-00-002-00-002-00-002-00-002-00-002-00-002-00-00 2-00-00 2-00-003-10-082-00-00 2-00-00 2-00-00 2-00-00 1-00-001-00-001X1X 1X1X 1X1X 1X1X 1X1X 1X1X 1X1X 1X1X 1X1X 1X1X 1X1X 1X1X 1X1X 1X1X 1-10-0014-02-001X1X 1X1X 1X1X 1X1X Hatch Legend 9'-1-1/8" 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 FLOOR BEARING HEIGHT SCHEDULE 516 6th Ave. EastBradenton, FL 34208Ph. (941) 746-2161Fax (941) 306-4762 REVISIONS: 11-9-22 Markups11-17-22 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 11:50 am, Feb 16, 2023 By Mike Jones at 1:03 pm, Mar 02, 2023