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309 PLAZA RES23-0026 TRUSS Layout MSMMGMMMMMMMMMAAAEAAAAMMMMMMMMAAAHatch Legend 10'-1-1/8" Wall Elev FT1B FT2B FT2B FT2B FT2B FT2B FT2B FT2B FT2B FT3 FT3 FT4FT5 FT5 FT2 FT2 FT7 FT8 FT8 FT9 FT9 FT10 FT11 FT11 FT11 FT11 FT11 FT12 FT13 FT14 FT14 FT14 FT14 FT14 FT14 FT1 FT15 FT16 FT16 FT16 FT16 FT16 FT16 FT16 FT17 FT17 FT18 FT18 FT17 FT6 FT6 FT22FT19FT19FT19FT19FT19FT19FT19FT20FT21FT21FG1 T01T02T03T03T04EJ19CEJ19EJ19DT010 T011 T012 T013 T014 T015 T016 EJ14 T017 T018 T019 T020 T021 T022 T023 T024 EJ19BT026 T027 T028 T029 FG2 T052EJ19 FG4 FG3FG5 FG6T030 T031 EJ19K EJ19FEJ19L EJ19MEJ19A/C Builder to conv frame due to 6.5/12 vaulted ceiling OPEN AREA Stairway Builder to conv frame -due to 11' ceiling 18" Depth floor trusses 24" O.C. 18" Depth floor trusses 24" O.C.18" Depth floor trusses 24" O.C. .25/12 " Sloped floor trusses 24" O.C. Builder to drop ceilings for Coffers 2800# Point loaded for Ridge beam by bulder 4" Step down 5900# Drag 4000# Drag 6400# Drag 6300# Drag 3800# Drag All beams to be supplied by builder All walls shown must be loading DO NOT attach Ridge beam to truss due to 6.5/12 vaulted ceiling Builder to conv frame Scab on o/hang by builder 1465# point loads at each corner Bearing Wall required 67-03-0021-04-00 5-07-00 17-09-00 9-10-00 12-09-0067-03-0014-08-00 12-04-00 19-08-00 14-08-00 61-04-00 15-08-00 10-004-00-00 16-10-00 11-00-00 13-00-00 61-04-00 11-04-001-00-0010-004-00-002-04-0012-04-004-00-0020-04-003-08-002-00-00 1-08-00 4-11-00 7-06-0015-04-0031-07-002-04-00 33-04-00 2-04-00 14-00-0014-00-0029-10-0014-00-08 6-07-0029-10-0033-03-00 14-00-08 5-09-001-04-001-08-004-04-001-07-0420-02-0023-02-00 18-00-00 14-10-0025-11-121-05-00 8-02-00 26-11-08 24-05-08 12-03-001X1X 1X1X 1X1X1X1X1X1X16-06-056-02-00 1-08-08 1X1X 1X1X 1X1X 1X1X 1X1X 1X1X 1X1X 1X1X 1X1X 1X1X 1X1X 1X1X 1X1X 1X1X 1X1X 1X1X1X1X 1X1X 1X1X 1X1X 1X1X 1X1X 1X1X 1X1X 1X1X 1X1X 1X1X 1X1X 23-01-106-09-031-08-002-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 8-00 2-01-00 8-002-001-04-002-00-002-00-001-06-085-0810-001-04-002-00-002-00-002-00-002-00-002-00-002-00-002-00-0010-007-082-04-081-06-001-10-081-09-082-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 1-11-00 2-00 2-03-08 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 1-10-00 3-124-001-04-04 2-00-00 1-08-08 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 6-04 1-02-04 2-00-00 2-00-00 2-00-00 1-08-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 1-04-08 1-06-00 2-00-00 2-04-081-06-001-10-089-002-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 1-08-00 2-00-00 2-00-00 1-06-00 1X1X 1X1X 25-01-12 1X1X 17-07-062-06-02 4-0010-02-001-10-00 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 <M> Tha422 = 19 BEARING HEIGHT SCHEDULE 516 6th Ave. EastBradenton, FL 34208Ph. (941) 746-2161Fax (941) 306-4762 REVISIONS: 10-14-22 T01 change10-31-22 Markup11-9-22 Markup11-15-22 Markup11-16-2211-17-22 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=7<E>Hgus26-2=3<H>Hgus26-3=1 TOP CHORD:2x4 OVERHANG: SQ.ORPLB.CUT: 6.5/12 & 4/12ROOF PITCH: 12" PLUMB BUILDER:Duval Construction COUNTY: Duval DRAWN BY: HLW ENG BY: HLW SUB: . MODEL:. ADDRESS: 309 Plaza Rd SCALE: 1/4" = 1' LOT: . JOB#3128249 DATE: 7-25-22 PROJECT:Goldwasser 1st 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 11:04 am, Feb 16, 2023 By Mike Jones at 11:56 am, Sep 27, 2023