886 Ocean Blvd RES19-0279 3rd submittal 11 of 16 truss layout_1Truss Hanger ListManuf Product QtyHTU26 16TG05T01AT02T02T02T02T02T02T02T02T03T03T03T03T03T03T01T04T05T05T05T05T05T05T05T05T06HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU268-0-017-2-01-0-015-6-041-8-08-0-018-4-015-4-041-8-029-8-017-4-012-4-029-8-02-0-02-0-02-0-02-0-02-0-02-0-02-0-02-0-02-0-02-0-02-0-02-0-02-0-02-0-01-8-01-8Truss Hanger ListManuf Product QtySimpson HHUS26-2 1Simpson LUS46 24Simpson THA422 10BM3Beam by EORBeam by EORBM5BM6F03F03F03F03F03F03F01F02F02F03F04F05F06F06F06F06F01F01F01F01F01F07F08F08F08F08F09F08F11F11F11F11F12F11F13F13F14F14F14F14F14F16F17F18F03F02F15F14F19F19F20F21F21F21F21F21F21F21F22F22F22F22F22AF14F14F14TG01TG06TG07THA422THA422THA422THA422THA422LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46THA422THA422THA422THA422THA422HHUS26-24-0-021-8-010-6-046-0-08-0-038-0-046-0-045-0-018-0-027-0-045-0-014-6-01-8-82-0-02-0-02-0-02-0-02-0-02-0-02-0-02-0-01-8-82-0-02-0-02-0-02-0-01-9-1511-8-17-6-62-0-02-0-03-82-0-02-0-02-0-02-0-02-0-05-5-013-10-02-0-01-4-02-0-02-0-02-0-02-0-01-4-01-4-01-4-01-4-01-4-01-4-01-4-01-4-01-1-01-3-89-81-7-81-7-02-0-02-0-01-4-02-0-02-0-01-3-918-8-013-4-06-0-015-4-129-8-09-10-0Truss Hanger ListManuf ProductQtyHGUS26-3 1HHGU7.00-SDS 1HHUS26-2 10Simpson HHUS481HTU2622LUS4613Cut back truss perEOR requestBM4F27F27F28F28F28F28F28F28F28F28F27F27F27F27AF29T26T07T08T25T25T10T11T12T12T12T12T12T12TF13T14T15T16T16T16T16T16T16T17TG09TF19TF19TF19TF19TF19TF19TF19TF19TF20T22T24TG10T12T09T09T09T09T09T09TG11T13T22GHHUS26-2HHUS26-2HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HHUS26-2HHUS26-2HHUS26-2HHUS26-2HHUS26-2HHUS26-2HHUS26-2HHUS26-2LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46HGUS26-3LUS46LUS46LUS46LUS46LUS46HHGU7.00-SDSHHUS48HTU26HGU5.5-SDS-11"4-0-021-8-015-0-05-4-046-0-07-4-06-0-018-8-038-0-016-9-1214-10-415-4-11-11-1549-0-02-0-045-0-01-11-1549-0-014-4-02-0-01-6-81-7-62-0-02-0-02-0-02-0-02-0-02-0-02-0-02-0-02-0-02-0-02-0-02-0-02-0-013-4-06-0-01-0-02-0-01-1-32-0-02-0-02-0-011-10-816-4-151-8-02-0-02-0-02-0-02-0-02-0-02-0-02-0-01-4-01-1-1510-0-01-8-152-0-02-0-02-0-02-0-02-0-02-0-02-0-02-0-02-0-0:- 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"21' 7"32' 7/8".HATCH LEGEND.Floor 1 Job #:Floor 2 Job #:Model:Builder:Roof Job #:American Classic Homes886 Ocean Blv.Drawn By:CustomLegal Address:5/20/2020DCDate:1767113201837620183901767113Original Ref #: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.MITEK PLATE APPROVAL #'S 2197.2-2197.4, BOISE PRODUCT #'S LVL FL1644-R2, BCI FL1392-R2FirstSourceBuilders