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340 2nd ST RES21-0371 J210736 11x17 L-1 and L-2_1BEAMSID Span ProductQtyBM1 34' 1.75 X 20 LVL 2.0E 2BM2 16' 1.75 X 20 LVL 2.0E 2HANGERSHGUS212-4 1HHUS46 29HTU26 38THA426 5HGUS212-424" O.C.OUT TO OUT24" O.C.24" O.C.24" O.C.24" O.C.19.2" O.C.24" O.C.FIELD FRAMING INTOTHESE WALLS NOOTHER TRUSSES ORBEAMS LOADED FOR IT.FG04 CANTILEVERSNO HANGERS HEREFIELD FRAME ALL OPEN AREAS &OVERHANGS WHERE NEEDED. NON-SYMMETRICAL TRUSSES DO NOT INSTALLBACKWARDS.PORCH BEAMS BY OTHERS.BM1BM2F13F14F12F15F12F15F12F15F12F15F12F15F12F15F12F15F12F15F10F08FG01F16F16F16F04F04F04F04F04F04F03FG04F09FG03FG03F19F11F11F21F20F20F10F10F10F05F06F07F07FG02F01F01F01F01F01F01F01F01F02F02F02F17F17F17F17F17F17F18F18F17F18F22SF1SF2G03G02J11J12J11J12J13J13J14J14J13J13J14J14G01G02J15J16J17J18J18J19J14J18J18J19J14J20FT04FT04FT06FT05FT04FT04FT04FT04FT04FT04FT04FT03D11FT01FT02FT02FT02FT02FT01FT01FT02FT02FT02FT02D12D11D11D11D07D06D05D04D03D02D02D02D02J21J22J22J23J24D01D11GD08D08D08D08D08D08D09D09D10D13D13D13D14D15D15D13D13D13D14D15D15D16D16HHUS46THA426HHUS46THA426HHUS46THA426HHUS46HHUS46THA426THA426HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU2614-00-005-11-0819-01-005-11-0814-00-0059-00-003-10-00 8-04-0029-04-0812-10-004-07-0859-00-0064-06-002-00-009-00-0075-06-0052-05-0811-07-00 11-05-0875-06-001-10-0331-07-001-04-001-04-0010-041-10-0419-07-006-01-002-00-002-00-001-10-002-00-001-04-002-00-0031-10-0815-00-005-10-057-00-156-001-01-111-07-031-07-031-07-031-07-031-07-031-07-031-04-141-07-141-07-0316-01-002-00-001-09-031-05-031-07-031-07-031-07-031-10-141-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-032-07-084-00-001-06-001-06-004-00-004-06-001-04-001-00-001-00-002-00-001-07-1311-06-004-07-088-03-082-00-0010-002-00-001-00-001-00-001-08-081-08-0012-04-081-02-0015-00-001-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-032-00-002-00-001-05-08LOADING CRITERIATypeRoof FloorTop Chord Live Load 20 40,60Top Chord Dead Load 7 10,20Bottom Chord Live Load 0 0Bottom Chord Dead Load 10 5Total Load 37 55,85Duration Factor 1.25 1.00Building Code FBC 2020/TPI2014Wind Standard ASCE716Wind Speed 130 mphWind Usage RES CAT IIBuilding ExposureBuilding Type EnclosedManning BuildingSupplies, Inc.11155 Philips Parkway Dr EJacksonville,FL32256Phone: (904)268-8225Fax: (904)260-2981WWW.MBS-CORP.COMJAXTRUSS@MBS-CORP.COMJob# J210736Customer:Signature Homes & Development,IncProject: Wade ResidenceLot/Sub: Wade ResidenceAddress 340 2nd. AvenueCity,State: Atlantic Beach, FLScale: N.T.S. Date: 10/11/2021Designer:Donald BehmWall Height LegendEngineer of Record:Luis A. Pontigo - FL PE# 533114745 Sutton Park Court #204Jacksonville, FL 32224This 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 ENGINEERING18"12VARYVARY3-1/2"5-1/2"BRG.Unless notedotherwise.Approved truss anchor by builder. 2x4minimum top and bottom chords.Square cut overhangs.3 1/2"123,7,9,16Typical Truss Ends=N/A= 21'-11-0"=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.20"Typical Truss Ends HANGERSHTU26 2224" O.C.24" O.C.24" O.C.24" O.C.24" O.C.24" O.C.FIELD FRAME ALL OPEN AREAS &OVERHANGS WHERE NEEDED. NON-SYMMETRICAL TRUSSES DO NOT INSTALLBACKWARDS.BALLOON FRAMEBALLOON FRAMEBALLOON FRAMEBALLOON FRAMEA05A04A03J01J01J02J03J04J07J08J02J03J04J07J08J05J05J06J06J05J05J05J06J06J05A02A01B03C05C06C06C06C06C06C06C06C02C03C03C03C03C03C03C03B01B01B01B01B01B02B02B02B02B02B01B01B01B01B01C01C02C02C02C02C03C03C03C03C03C03C03C03C03C03C03C04C04J09J09J09J09J09J09J10J10HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU261-04-002-00-001-04-002-00-002-00-002-00-001-04-002-00-0014-00-0031-00-0014-00-0059-00-0013-06-084-06-088-03-006-04-008-03-004-06-0813-06-0859-00-0031-10-0812-01-085-06-002-00-0051-06-0031-10-08 12-01-08 5-06-002-00-002-00-002-00-001-09-081-06-001-09-081-06-006-00-0019-08-1413-10-081-06-00LOADING CRITERIATypeRoof FloorTop Chord Live Load 20 40,60Top Chord Dead Load 7 10,20Bottom Chord Live Load 0 0Bottom Chord Dead Load 10 5Total Load 37 55,85Duration Factor 1.25 1.00Building Code FBC 2020/TPI2014Wind Standard ASCE716Wind Speed 130 mphWind Usage RES CAT IIBuilding ExposureBuilding Type EnclosedManning BuildingSupplies, Inc.11155 Philips Parkway Dr EJacksonville,FL32256Phone: (904)268-8225Fax: (904)260-2981WWW.MBS-CORP.COMJAXTRUSS@MBS-CORP.COMJob# J210736Customer:Signature Homes & Development,IncProject: Wade ResidenceLot/Sub: Wade ResidenceAddress 340 2nd. AvenueCity,State: Atlantic Beach, FLScale: N.T.S. Date: 10/11/2021Designer:Donald BehmWall Height LegendEngineer of Record:Luis A. Pontigo - FL PE# 533114745 Sutton Park Court #204Jacksonville, FL 32224This 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 ENGINEERING18"12VARYVARY3-1/2"5-1/2"BRG.Unless notedotherwise.Approved truss anchor by builder. 2x4minimum top and bottom chords.Square cut overhangs.3 1/2"123,7,9,16Typical Truss Ends=N/A= 21'-11-0"=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.20"Typical Truss Ends Builder:Job Info: Signature Homes & Development, Inc Job: J210736-R File # Sales: Jerry Rowell Design: Donald Behm Page: 1 of 5 Job:Report Date: Manning Building Supplies Rep. Date: 10/12/2021Wade Residence 340 2nd. Avenue Atlantic Beach FL 32233 11155 Phillips Parkway Dr. E Jacksonville, FL 32256 (904) 268-8225 * (904) 260-2981 Cover Sheet Floor Trusses QTY CANTILEVER STUB PLY LABEL DIAGRAM DEPTH SPAN LEFT RIGHT LEFT RIGHT 8 F01 20"29-03-08 ---- 3 F02 20"12-02-00 ---- 1 F03 20"26-03-08 ---- 6 F04 20"26-03-08 ---- 1 F05 20"12-00-00 ---- 1 F06 20"19-04-06 ---- 2 F07 20"17-05-00 ---- 1 F08 20"17-05-00 ---- 1 F09 20"15-11-08 ---- 4 F10 20"15-11-08 ---- 2 F11 20"12-02-04 ---- 8 F12 20"13-11-00 ---- 1 F13 20"13-11-00 ---- 1 F14 20"13-11-00 ---- 8 F15 20"13-11-00 ---- 3 F16 20"8-00-00 ---- 7 F17 20"5-09-03 ---- 3 F18 16"5-09-03 ---- 1 F19 20"5-07-00 ---- 2 F20 16"5-07-00 ---- 10/12/2021 6:22:16 AM Donald Behm - DB3628 1 of 5 Floor Trusses QTY CANTILEVER STUB PLY LABEL DIAGRAM DEPTH SPAN LEFT RIGHT LEFT RIGHT 1 F21 20"5-06-00 ---- 1 F22 20"1-11-00 ---- 1 @ 2-ply FG01 20"17-05-00 ---- 1 @ 2-ply FG02 20"17-07-00 ---- 2 @ 2-ply FG03 20"15-11-08 ---- 1 @ 4-ply FG04 20"17-03-09 ---- 78 29-03-08 Roof Trusses QTY (Shipping)Base Span OVERHANG CANTILEVER STUB PLY LABEL DIAGRAM PITCH HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 2-ply A01 7 /12 9-08-00 31-11-00 2 x 4 2 x 6 ---- 1 A02 7 /12 9-07-05 31-11-00 2 x 4 ---- 1 A03 7 /12 8-01-05 31-11-00 2 x 4 ---- 1 A04 7 /12 6-07-05 31-11-00 2 x 4 ---- 1 A05 7 /12 5-01-05 31-11-00 2 x 4 2 x 6 ---- 10 B01 9 /12 (11-02-12) 10-01-08 19-08-14 2 x 4 1-06-00 ---- 5 B02 9 /12 (11-02-12) 10-01-08 19-08-14 2 x 6 1-06-00 ---- 1 B03 9 /12 10-01-08 15-04-08 2 x 4 2 x 6 ---- 1 C01 16 /12 8-10-07 14-00-00 2 x 4 ---- 5 C02 16 /12 9-04-04 14-00-00 2 x 4 ---- 18 C03 16 /12 6 /12 9-04-04 14-00-00 2 x 4 ---- 2 C04 16 /12 6 /12 8-10-07 14-00-00 2 x 4 ---- 1 C05 16 /12 8-10-07 13-10-08 2 x 4 ---- 7 C06 16 /12 9-04-04 14-00-00 13-10-08 2 x 4 ---1-08 1 D01 3 /12 3-05-00 20-07-00 16-02-00 2 x 4 2 x 6 --4-05-00 - 4 D02 3 /12 (3-09-04) 3-05-00 12-04-08 2 x 4 1-06-00 ---- 1 D03 3 /12 (3-08-02) 3-03-14 12-04-08 2 x 4 1-06-00 ---- 1 D04 3 /12 (3-02-02) 2-09-14 12-04-08 2 x 4 1-06-00 ---- 1 D05 3 /12 (2-08-02) 2-03-14 12-04-08 2 x 4 1-06-00 ---- Job # J210736-R Customer: Signature Homes &Development, Inc Job: Wade Residence 10/12/2021 6:22:16 AM Donald Behm - DB3628 2 of 5 Roof Trusses QTY (Shipping)Base Span OVERHANG CANTILEVER STUB PLY LABEL DIAGRAM PITCH HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 D06 3 /12 (2-02-02) 1-09-14 12-04-08 2 x 4 1-06-00 ---- 1 D07 3 /12 (1-08-02) 1-03-14 12-04-08 2 x 4 2 x 6 1-06-00 ---- 6 D08 3 /12 (2-06-02) 2-01-14 12-10-01 2 x 4 1-06-00 ---- 2 D09 3 /12 2-01-14 12-10-01 2 x 4 ---- 1 D10 3 /12 2-01-14 7-09-00 2 x 4 ---- 4 D11 3 /12 (4-04-15) 4-00-11 15-00-00 2 x 4 1-06-00 ---- 1 D11G 3 /12 (4-04-15) 4-00-11 15-00-00 2 x 4 2 x 6 1-06-00 ---- 1 D12 3 /12 (3-10-15) 3-06-11 12-11-05 2 x 4 1-06-00 ---- 6 D13 3 /12 (3-04-09) 3-00-05 10-10-07 2 x 4 1-06-00 ---- 2 D14 3 /12 (3-04-11) 3-00-07 10-10-07 2 x 4 1-06-00 ---- 4 D15 3 /12 3-00-05 10-10-07 6-10-08 2 x 4 1-06-00 --3-11-15 - 2 D16 3 /12 (1-05-14) 1-01-10 4-05-07 2 x 4 1-06-00 ---- 3 FT01 3 /12 (3-10-15) 3-06-11 15-00-00 2 x 4 1-06-00 ---- 8 FT02 3 /12 (3-10-15) 3-06-11 15-00-00 2 x 4 1-06-00 ---- 1 FT03 3 /12 (4-00-09) 3-08-05 16-00-00 2 x 4 1-06-00 ---- 9 FT04 3 /12 (4-00-09) 3-08-05 16-00-00 2 x 4 1-06-00 ---- 1 2-ply FT05 3 /12 (4-00-09) 3-08-05 16-00-00 2 x 4 1-06-00 ---- 1 3-ply FT06 3 /12 (4-00-09) 3-08-05 16-00-00 2 x 4 2 x 6 1-06-00 ---- 1 G01 16 /12 8-03-06 12-10-00 2 x 4 2 x 6 ---- 2 G02 16 /12 10-03-06 12-10-00 2 x 4 ---- 1 G03 16 /12 8-03-06 12-10-00 2 x 4 2 x 6 ---- 2 J01 5.53 /12 (5-10-15) 5-00-14 9-08-05 2 x 4 2-05-05 ---- 2 J02 9 /12 (2-04-13) 1-06-03 1-02-09 2 x 4 2 x 6 1-06-00 ---- 2 J03 9 /12 (3-06-13) 2-08-03 2-09-03 2 x 4 1-06-00 ---- 2 J04 9 /12 3-10-03 4-03-14 2 x 4 ---- 6 J05 9 /12 5-01-05 6-00-00 2 x 4 ---- 4 J06 9 /12 (5-11-14) 5-01-05 6-00-00 2 x 4 1-06-00 ---- Job # J210736-R Customer: Signature Homes &Development, Inc Job: Wade Residence 10/12/2021 6:22:16 AM Donald Behm - DB3628 3 of 5 Roof Trusses QTY (Shipping)Base Span OVERHANG CANTILEVER STUB PLY LABEL DIAGRAM PITCH HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT 2 J07 7 /12 (2-11-10) 2-01-06 3-00-02 2 x 4 1-06-00 ---- 2 J08 7 /12 (4-05-10) 3-07-06 5-07-00 2 x 4 1-06-00 ---- 6 J09 3 /12 (1-03-08) 11-04 2-05-08 2 x 4 1-06-00 ---- 2 J10 9 /12 7-11-10 4-03-14 2 x 4 ---- 2 J11 11.31 /1 2 8-02-11 5-07-02 2 x 4 ---- 2 J12 11.31 /1 2 7-11-13 5-07-02 5-04-02 2 x 4 --3-00 - 4 J13 16 /12 8-03-06 4-00-00 2 x 4 ---- 6 J14 16 /12 5-07-06 2-00-00 2 x 4 ---- 1 J15 11.31 /1 2 7-11-13 5-04-02 2 x 4 ---- 1 J16 11.31 /1 2 8-02-11 5-07-02 2 x 4 ---- 1 J17 11.31 /1 2 7-11-13 5-04-02 2 x 4 ---- 4 J18 16 /12 8-03-06 4-00-00 2 x 4 ---- 2 J19 16 /12 5-07-06 2-00-00 2 x 4 ---- 1 J20 11.31 /1 2 8-02-11 5-07-02 2 x 4 ---- 1 J21 2.12 /12 (1-07-15) 1-03-12 5-07-02 2 x 4 2-01-07 ---- 2 J22 3 /12 (1-02-02) 9-14 2-00-00 2 x 4 1-06-00 ---- 1 J23 3 /12 1-03-14 4-00-00 2 x 4 ---- 1 J24 3 /12 1-03-14 4-00-00 2 x 4 2 x 6 ---- 184 9-08-00 31-11-00 Ancillary Items QTY TYPE SIZE LENGTH LABEL 1 Hanger HGUS212-4 HGUS212-4 29 Hanger HHUS46 HHUS46 63 Hanger HTU26 HTU26 5 Hanger THA426 THA426 1@2-ply Rectangular EWP 1.75 X 20 Kerto-S LVL 2.0E (2) 34-00-00 BM1 1@2-ply Rectangular EWP 1.75 X 20 Kerto-S LVL 2.0E (2) 16-00-00 BM2 Job # J210736-R Customer: Signature Homes &Development, Inc Job: Wade Residence 10/12/2021 6:22:16 AM Donald Behm - DB3628 4 of 5 Job # J210736-R Customer: Signature Homes &Development, Inc Job: Wade Residence 10/12/2021 6:22:16 AM Donald Behm - DB3628 5 of 5   Lou Pontigo & Associates, Inc. Consulting Structural Engineers (904)242-0908 | www.lp-a.com Engineer’s review is for general conformance with the contract documents and design concept. Markings or comments shall not be construed as relieving the contractor from compliance with the contract documents. The contractor remains solely responsible for details and accuracy, for confirming and correlating all quantities and dimensions, for selecting fabrication processes, for techniques of assembly and for performing the work in a safe manner.   No exception taken Make Corrections Noted Revise & Resubmit Rejected – See remarks Date: By: Notes:  4 12/13/2021 LPA