331 2nd St PPI24-0001 J230611-11x17 L-1 - SSE Approved 2-23-24HANGERSHTU26 15THA426 15THAC426 7NON-SYMMETRICAL TRUSSES DO NOTINSTALL BACKWARDS. FIELD FRAME ALLOPEN AREAS. ALL LEDGERS, PORCH &DROPPED BEAMS BY OTHERS.BOTTOM OF LEDGERS @ 10' pltPLATE HEIGHT & TEMP. FRAMINGBY OTHERS DIRECTION BY ARROWSALIGN TRUSSESPitch, Heel Height, Span, &Overhang length must be verifiedby the builder prior to fabrication.*****NO EXCEPTIONS*****ARROW = 24" O.C.UNLESS NOTED OTHERWISEF16F21F01F02F02F03F03F03F03F03F03F03F04F04F04F04F04F03F05F05F07F08F08F10F10F10F09F08F08F08F22F11FG01F17F17F18F18F15F15F15F13F13F13F14F13F13F23F06F12F25F19F24F24F24F11F20D01D02D02D02D02D02D02D03D03D03D03D03E04E03E03E03E03E03E02E02E02E02E01C01C02J04J04J01J02J01J02J01J02J01J02J03J03J03J03J03J03J03J03J03J03J03J03J036-00-002-00-001-10-041-10-002-00-002-00-0022-00-081-00-001-10-042-00-002-00-001-04-002-00-001-00-002-00-001-00-0022-04-009-03-049-10-0032-00-00 3-00-009-10-007-08-0028-06-0058-06-0015-00-0019-05-126-046-0448-08-0834-08-00LOADING CRITERIATypeRoof FloorTop Chord Live Load20.0 lb/ft² 40.0 lb/ft²Top Chord Dead Load7.0 lb/ft² 10.0 lb/ft²Bottom Chord Live Load0.0 lb/ft² 0.0 lb/ft²Bottom Chord Dead Load10.0 lb/ft² 5.0 lb/ft²Deflection Limit LL/TL240/180 480/360Duration Factor1.25 1.00Building CodeFBC 2023/TPI2014Wind StandardASCE722Wind Speed130 mphWind UsageRES CAT IIBuilding ExposureCBuilding TypeEnclosedManning BuildingSupplies, Inc.11155 Philips Parkway Dr EJacksonville,FL32256Phone: (904)268-8225Fax: (904)260-2981WWW.MBS-CORP.COMJAXTRUSS@MBS-CORP.COMJob# J230611Customer: Alesch ContractingProject: Lally ResidenceLot/Sub:Address 331 2nd StCity,State: Atlantic Beach, FLScale: N.T.S. Date: 2/9/2024Designer: Donald BehmWall Height LegendEngineer of Record:Chris Sabourin - FL PE# 71461235 9th Ave N.Jacksonville Beach, FL 32250This is a Truss Placement Plan OnlyTrusses have been designed based on thedrawings provided to MBS by the Builder.Please refer to the truss engineering for anyinformation not listed on this pagePlease refer to the BCSI - Summary Sheetsfor proper bracing of trusses during erectionFLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197..ROSEBURG-BLUELINX OnCENTER LVL 2440.2 ..EACOM-BLUELINX OnCENTER BLI I-JOIST 15432.1..BLUELINX OnCENTER RIMBOARD 6527.5= THE TRIANGLE AS SHOWN ON THIS DETAIL REPRESENTS THE LEFT END OF THE TRUSS ONTHE TRUSS ENGINEERINGFOR ALL MULTI-PLY CONNECTIONS PLEASE REFER TO BEAM AND/OR TRUSS ENGINEERING FOR CONNECTION REQUIREMENTS18"12VARY03-1/2"5-1/2"BRG.Unless notedotherwise.Approved truss anchor by builder. 2x4minimum top and bottom chords.Square cut overhangs.3 1/2"12VARYTypical Truss Ends=N/A= 9'-1-1/8"AFF=N/A=N/A=N/A= 10'-1-1/8"3-1/2"5-1/2"BRG.FLOOR TRUSS3 1/2"RibbonNotchApproved truss anchor by builder.24"Typical Truss EndsSHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC02/09/2024APPROVEDCHRISTOPHER SABOURIN SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND GENERAL CONFORMANCE TO CONTRACTDOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLEFOR CONFIRMING AND CORRELATING DIMENSIONS ATJOBSITE FOR TOLERANCE. CLEARANCE, QUANTITIES,FABRICATION PROCESSES AND TECHNIQUES OFCONSTRUCTION COORDINATION OF THEIR WORK WITHOTHER TRADES AND FULL COMPLIANCE WITH CONTRACTDOCUMENTS