HomeMy WebLinkAboutTruss Lay outCCC
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512 2'-0"5"It is understood that above conditions have been reviewed &are acceptable for the fabrication at trusses, elevations,pitches,overhangs, fascias,ceiling elevations/pitches, bearing conditions & all detail pertaining to this truss placement plan. No back charges will be accepted without previous written approval from an A-1 Roof Trusses representative. Ph 772-409-1010 / Fax 772-409-1015 http://www.a1truss.comREPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING *10PSF Non-concurrent live load applied to BC( NOTE: REFER TO SIMPSON CONNECTOR CATALOG FOR INSTALLATION DETAILS )20 10 0 10 40 1.25------ASCE 7-10 160
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Residential - CAT II Closed FBC 2017 RES TPI 2014 COLE CONSRUCTION 6/18/20 MS81084CHAMBERS RESIDENCE ST LUCIE--
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-WIND LOAD FLOOR ROOF LIVE LOAD DEAD LOAD LIVE LOAD DEAD LOAD TOTAL LOAD DURATION FACTORTOPCHORDBOTTOMCHORD REV
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FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD.LOADING* NOTE : THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS.* NOTE : ALL CEILING DROPS BELOW BEAM ARE BY BUILDER. (UNLESS NOTED OTHERWISE)* NOTE : ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER.(UNLESS NOTED OTHERWISE)PLAN DATE CUSTOMER JOB NAME OPTION(S)COMMUNITY / LOT #CITY COUNTYREVIEWED BYREVISE AND RESUBMITAPPROVED AS NOTEDAPPROVED REJECTED DATE BLDG.TYPE JOB #DATEBLDG.#MASTER DRAWN
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--/--/----ARCH:TRUSS PLACEMENT DIAGRAM NOTE: The design assumptions, loading conditions, load paths, suitability and use of structural building components (e.g. Trusses, etc.) for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer (hereinafter BD), in the context of the IRC, the IBC, the local building code and ANSI/TPI 1 (TPI 1). A-1 Roof Trusses and the truss design engineer shall be permitted to rely upon the accuracy and completeness of project contract and construction documents (also referred to at times as ”Structural Engineering Documents”), including any specifications that have been furnished to A-1 Roof Trusses in writing by the BD for the Building. The Truss Design Drawing(s) [TDD(s)] and Truss Placement Diagram (TPD) referenced have been prepared based on the construction documents provided by the BD indicating the nature and character of the work. The design criteria therein have been transferred to the truss design engineer by A-1 Roof Trusses. All TDDs (also referred to at times as “Structural Delegated Engineering Documents”) are specialty structural component designs and may be part of the project's deferred or phased submittals. As the Truss Design Engineer, the seal provided here and on any TDD represents an acceptance of professional engineering responsibility for the design of the single Truss depicted on the TDD only. Where required by the project contract or construction documents, including any specifications, a TPD identifying the location of each truss, as assumed by A1 Roof Trusses based on its review of the project contract documents, is provided. When the TPD (i.e. structural submittals or shop drawings) serves only as a guide for truss installation, it does not require the seal of any RDP. The truss design engineer seal on any TPD certifies that the individual truss designs are based on the positioning shown and that the dimensions and loads shown on the referenced drawings match that positioning, and designates specifically that the TPD has been created in compliance with the latest version of TPI-1. The Building Designer is responsible for and shall coordinate and review the TDDs and this TPD for compatibility with their written engineering requirements. Structural submittals (i.e. shop drawings) shall be reviewed by the BD for compatibility with the design of the building or structure, including submittal documents prepared by others, deferred submittal documents and phased submittal documents. This review shall include a notation indicating that the reviewed documents have been found to be in general conformance with the design of the building (or to make specific corrections noted and to return for review). In the absence of this notation A-1 Roof Trusses will provide its Buyer with the design assumptions used, per the construction documents, to design individual structural building components and provide any TPDs per TPI-1. The Truss Design Engineer is NOT responsible for the following including but not limited to: Transfer of lateral load from the roof to the shear walls, Connection of trusses to the bearing support, Design of the bearing supports, Temporary and permanent building stability bracing required in the roof and/or floor system, Transfer of vertical loads down to the foundation, Design of the foundation and soil, Analysis of the roof and/or floor diaphragms of the building, Connection of roof and/or floor diaphragm to the truss, Specifying the loads used in the design of the trusses and so forth. Neither A1 Roof Trusses nor truss design engineer is the Building Designer or Truss System Designer/Engineer for any building. If any engineering services, outside the scope of work of the truss design engineer, are required by the Owner, the Owner's authorized agent or the BD, please call 772-409-1010 for assistance.R UTSMUS26THJA26THA422HHUS46Q HHUS26-2HUS28HUS26LUS26LUS24 MLKJH EDCBA * NOTE: LSTA STRAP INDICATED TO BE USED IN CONCORDANCE WITH CORNERSET DETAIL.X BEAM BY BUILDER BBBLUS46 LSTA12LSTA12PLSTA12G ZbZtZHBB @ BC@ TCHANGER BY BUILDER @ TC & BCHHUS28-2 V N F- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -
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