40 Dutton ISLAND RD PPRI23-0004 TRUSS Layouts.T06T07T07T07T07T06AT07T07T07T08T09T09T09T09T09T10T11T11T11T11T12T13T14T15T15T15T15T15T15T15T15T15T15T16T17T18T19T19T19T19T19T19T19T19T19T19T19T20T21T22H J 0 1CJ01CJ02 CJ03CJ04CJ05CJ06T23T24T24T24T24T25T26T27T28T29T30HJ02CJ03CJ03CJ03CJ03T3121-10-0018-04-0040-02-0010-05-08 11-04-0818-04-0040-02-0050-08-004-00-0054-08-0054-08-005-00-0028-00-001-00-002-00-0018-00-0010-00-005-0810-00-006-00-00 8-00-0020-00-00:- Per ANSI/TPI 1-2002 all " Truss to Wall"connections are the responsibility of the BuildingDesigner, not the Truss Manufacturer.- Use Manufacturer's specifications for all hangerconnections unless noted otherwise.- Trusses are to be 24" o.c. U.N.O.- All hangers are to be Simpson or equivalent U.N.O.-Use 10d x 1 1/2" Nails in hanger connections to singleply girder trusses.- Trusses are not designed to support brick U.N.O.- Dimensions are Feet-Inches- SixteenthsPHONE: 850-835-4541FAX: 850-835-4532PHONE: 904-772-6100FAX: 904-772-1973PHONE: 813-621-9831FAX: 813-628-895610' 1-1/8"9' 1-1/8"20' 7".HATCH LEGEND.No back charges will be accepted by BuildersFirstSource unless approved in writing first.ACQ lumber is corrosive to truss plates. Any ACQlumber that comes in contact with truss plates (i.e.scabbed on tails) must have an approved barrier appliedfirst.Refer to BCSI-B1 Summary Sheet-Guide for handling,Installing and Bracing of Metal Plate Connected WoodTruss prior to and during truss installation.It is the responsibility of the Contractor to ensure of theproper orientation of the truss placement plans as tothe construction documents and field conditions of thestructure orientation. If a reversed or flipped layout isrequired, it will be supplied at no extra cost by BuildersFirstSource.It is the responsibility of the Contractor to make surethe placement of trusses are adjusted for plumbingdrops, can lights, ect..., so the trusses do not interferewith these type of items.All common framed roof or floor systems must bedesigned as to NOT impose any loads on the floortrusses below. The floor trusses have not been designedto carry any additional loads from above.This truss placement plan was not created by anengineer, but rather by the Builders FirstSource staffand is solely to be used as an installation guide anddoes not require a seal. Complete truss engineering andanalysis can be found on the truss design drawingswhich may be sealed by the truss design engineer.Gable end trusses require continuous bottom chordbearing. Refer to local codes for wall framingrequirements.Although all attempts have been made to do so, trussesmay not be designed symmetrically. Please refer to theindividual truss drawings and truss placement plans forproper orientation and placement.FirstSourceBuildersFloor 1 Job #:Floor 2 Job #:Model:Builder:Roof Job #:Christopher Homes38 & 40 Dutton Island RdDrawn By:LAMBO PLACELegal Address:9/2/22JEEDate:29745572974565N/AN/AOriginal Ref #:SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC11/21/2022APPROVEDCHRISTOPHER 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 CONTRACTDOCUMENTS01/16/2023By Toni Gindlesperger at 9:13 am, Feb 02, 2023
T06T07T07T07T07T06AT07T07T07T08T09T09T09T09T09T10T11T11T11T11T12T13T14T15T15T15T15T15T15T15T15T15T15T16T17T18T19T19T19T19T19T19T19T19T19T19T19T20T21T22H J 0 1CJ01CJ02 CJ03CJ04CJ05CJ06T23T24T24T24T24T25T26T27T28T29T30HJ02CJ03CJ03CJ03CJ03T3121-10-0018-04-0040-02-0010-05-08 11-04-0818-04-0040-02-0050-08-004-00-0054-08-0054-08-005-00-0028-00-001-00-002-00-0018-00-0010-00-005-0810-00-006-00-00 8-00-0020-00-00:- Per ANSI/TPI 1-2002 all " Truss to Wall"connections are the responsibility of the BuildingDesigner, not the Truss Manufacturer.- Use Manufacturer's specifications for all hangerconnections unless noted otherwise.- Trusses are to be 24" o.c. U.N.O.- All hangers are to be Simpson or equivalent U.N.O.-Use 10d x 1 1/2" Nails in hanger connections to singleply girder trusses.- Trusses are not designed to support brick U.N.O.- Dimensions are Feet-Inches- SixteenthsPHONE: 850-835-4541FAX: 850-835-4532PHONE: 904-772-6100FAX: 904-772-1973PHONE: 813-621-9831FAX: 813-628-895610' 1-1/8"9' 1-1/8"20' 7".HATCH LEGEND.No back charges will be accepted by BuildersFirstSource unless approved in writing first.ACQ lumber is corrosive to truss plates. Any ACQlumber that comes in contact with truss plates (i.e.scabbed on tails) must have an approved barrier appliedfirst.Refer to BCSI-B1 Summary Sheet-Guide for handling,Installing and Bracing of Metal Plate Connected WoodTruss prior to and during truss installation.It is the responsibility of the Contractor to ensure of theproper orientation of the truss placement plans as tothe construction documents and field conditions of thestructure orientation. If a reversed or flipped layout isrequired, it will be supplied at no extra cost by BuildersFirstSource.It is the responsibility of the Contractor to make surethe placement of trusses are adjusted for plumbingdrops, can lights, ect..., so the trusses do not interferewith these type of items.All common framed roof or floor systems must bedesigned as to NOT impose any loads on the floortrusses below. The floor trusses have not been designedto carry any additional loads from above.This truss placement plan was not created by anengineer, but rather by the Builders FirstSource staffand is solely to be used as an installation guide anddoes not require a seal. Complete truss engineering andanalysis can be found on the truss design drawingswhich may be sealed by the truss design engineer.Gable end trusses require continuous bottom chordbearing. Refer to local codes for wall framingrequirements.Although all attempts have been made to do so, trussesmay not be designed symmetrically. Please refer to theindividual truss drawings and truss placement plans forproper orientation and placement.FirstSourceBuildersFloor 1 Job #:Floor 2 Job #:Model:Builder:Roof Job #:Christopher Homes38 & 40 Dutton Island RdDrawn By:LAMBO PLACELegal Address:9/2/22JEEDate:29745572974565N/AN/AOriginal Ref #:SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC11/21/2022APPROVEDCHRISTOPHER 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 CONTRACTDOCUMENTS01/16/2023
F01F02F02F02F02F02F02F02F02F02F02F02F02F02F02F03F03F03F04F04F04F02F02F02F02F02F02F02F02F02F02F02F02F02F02F02F02F02F05F06F06F07F08F08F09F10F11F11F12F12F12F12F12F12F12F12F12F12F13F13F13F13F13F13F13F13F14F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12F13F02F12lgrlgrT01T02T02T02T03T04T04T03T04T05T02T0221-10-0010-05-00 7-11-0040-02-0010-11-00 10-11-0018-04-0040-02-002-06-0050-08-006-06-0059-08-006-00-0851-01-082-06-0059-08-009-04-001-02-0018-08-0011-0017-04-009-005-04-009-04-001-00-0016-00-005-04-001-00-005-04-001-00-001-00-001-04-001-00-008-00-001-04-001-02-081-00-00:- Per ANSI/TPI 1-2002 all " Truss to Wall"connections are the responsibility of the BuildingDesigner, not the Truss Manufacturer.- Use Manufacturer's specifications for all hangerconnections unless noted otherwise.- Trusses are to be 24" o.c. U.N.O.- All hangers are to be Simpson or equivalent U.N.O.-Use 10d x 1 1/2" Nails in hanger connections to singleply girder trusses.- Trusses are not designed to support brick U.N.O.- Dimensions are Feet-Inches- SixteenthsPHONE: 850-835-4541FAX: 850-835-4532PHONE: 904-772-6100FAX: 904-772-1973PHONE: 813-621-9831FAX: 813-628-895610' 1-1/8"9' 1-1/8"20' 7".HATCH LEGEND.No back charges will be accepted by BuildersFirstSource unless approved in writing first.ACQ lumber is corrosive to truss plates. Any ACQlumber that comes in contact with truss plates (i.e.scabbed on tails) must have an approved barrier appliedfirst.Refer to BCSI-B1 Summary Sheet-Guide for handling,Installing and Bracing of Metal Plate Connected WoodTruss prior to and during truss installation.It is the responsibility of the Contractor to ensure of theproper orientation of the truss placement plans as tothe construction documents and field conditions of thestructure orientation. If a reversed or flipped layout isrequired, it will be supplied at no extra cost by BuildersFirstSource.It is the responsibility of the Contractor to make surethe placement of trusses are adjusted for plumbingdrops, can lights, ect..., so the trusses do not interferewith these type of items.All common framed roof or floor systems must bedesigned as to NOT impose any loads on the floortrusses below. The floor trusses have not been designedto carry any additional loads from above.This truss placement plan was not created by anengineer, but rather by the Builders FirstSource staffand is solely to be used as an installation guide anddoes not require a seal. Complete truss engineering andanalysis can be found on the truss design drawingswhich may be sealed by the truss design engineer.Gable end trusses require continuous bottom chordbearing. Refer to local codes for wall framingrequirements.Although all attempts have been made to do so, trussesmay not be designed symmetrically. Please refer to theindividual truss drawings and truss placement plans forproper orientation and placement.FirstSourceBuildersFloor 1 Job #:Floor 2 Job #:Model:Builder:Roof Job #:Christopher Homes38 & 40 Dutton Island RdDrawn By:LAMBO PLACELegal Address:9/2/22JEEDate:29745572974565N/AN/AOriginal Ref #:SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC11/21/2022APPROVEDCHRISTOPHER 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 CONTRACTDOCUMENTS01/16/2023
F01F02F02F02F02F02F02F02F02F02F02F02F02F02F02F03F03F03F04F04F04F02F02F02F02F02F02F02F02F02F02F02F02F02F02F02F02F02F05F06F06F07F08F08F09F10F11F11F12F12F12F12F12F12F12F12F12F12F13F13F13F13F13F13F13F13F14F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12F12F13F02F12lgrlgrT01T02T02T02T03T04T04T03T04T05T02T0221-10-0010-05-00 7-11-0040-02-0010-11-00 10-11-0018-04-0040-02-002-06-0050-08-006-06-0059-08-006-00-0851-01-082-06-0059-08-009-04-001-02-0018-08-0011-0017-04-009-005-04-009-04-001-00-0016-00-005-04-001-00-005-04-001-00-001-00-001-04-001-00-008-00-001-04-001-02-081-00-00:- Per ANSI/TPI 1-2002 all " Truss to Wall"connections are the responsibility of the BuildingDesigner, not the Truss Manufacturer.- Use Manufacturer's specifications for all hangerconnections unless noted otherwise.- Trusses are to be 24" o.c. U.N.O.- All hangers are to be Simpson or equivalent U.N.O.-Use 10d x 1 1/2" Nails in hanger connections to singleply girder trusses.- Trusses are not designed to support brick U.N.O.- Dimensions are Feet-Inches- SixteenthsPHONE: 850-835-4541FAX: 850-835-4532PHONE: 904-772-6100FAX: 904-772-1973PHONE: 813-621-9831FAX: 813-628-895610' 1-1/8"9' 1-1/8"20' 7".HATCH LEGEND.No back charges will be accepted by BuildersFirstSource unless approved in writing first.ACQ lumber is corrosive to truss plates. Any ACQlumber that comes in contact with truss plates (i.e.scabbed on tails) must have an approved barrier appliedfirst.Refer to BCSI-B1 Summary Sheet-Guide for handling,Installing and Bracing of Metal Plate Connected WoodTruss prior to and during truss installation.It is the responsibility of the Contractor to ensure of theproper orientation of the truss placement plans as tothe construction documents and field conditions of thestructure orientation. If a reversed or flipped layout isrequired, it will be supplied at no extra cost by BuildersFirstSource.It is the responsibility of the Contractor to make surethe placement of trusses are adjusted for plumbingdrops, can lights, ect..., so the trusses do not interferewith these type of items.All common framed roof or floor systems must bedesigned as to NOT impose any loads on the floortrusses below. The floor trusses have not been designedto carry any additional loads from above.This truss placement plan was not created by anengineer, but rather by the Builders FirstSource staffand is solely to be used as an installation guide anddoes not require a seal. Complete truss engineering andanalysis can be found on the truss design drawingswhich may be sealed by the truss design engineer.Gable end trusses require continuous bottom chordbearing. Refer to local codes for wall framingrequirements.Although all attempts have been made to do so, trussesmay not be designed symmetrically. Please refer to theindividual truss drawings and truss placement plans forproper orientation and placement.FirstSourceBuildersFloor 1 Job #:Floor 2 Job #:Model:Builder:Roof Job #:Christopher Homes38 & 40 Dutton Island RdDrawn By:LAMBO PLACELegal Address:9/2/22JEEDate:29745572974565N/AN/AOriginal Ref #:SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC11/21/2022APPROVEDCHRISTOPHER 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 CONTRACTDOCUMENTS01/16/2023