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Home My WebLink AboutAPPROVED Truss LayoutBBE 27'10"11'10"6'5'4"11'5'4"6'2"6' 76'10" 59'10" 5' 5' 7'2'2'5'2'2'2'2'2'1'10" 2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2' 2'27'10"11' 59' 5'5'5'2'2'2'AHUATTIC ACCESS3.62/12 VAULTED CLG3.62/12 VAULTED CLG3.62/12 VAULTED CLG 13'4" FLAT CLG13'4" FLAT CLG13'4" FLAT CLG Zt Zt BEAM INSET 2"BEAM INSET 2"BEAM INSET 2"PEAK FRMD. BY BLDR.OUTLOOKERS BY OTHERS OUTLOOKERS BY OTHERSTRAY CLG FROM 12'4" TO 13'4" FRAMED DOWN BY BLDR.10'-0" CLG FRAMED DOWN BY BLDR.10'-0" CLG FRAMED DOWN BY BLDR.A01A02A03A04J3LJ3LJ3L J3L J5L J5L J5LJ5LJ6LJ6L J6L J6LJ7L J7L J7L J7L J7L J7L J7L J7L HJ7LHJ7LJ1 J1 J1J1A05A05A05A05A05A05A05A05A05A05A05A05A05A06A06A07A08A09A10A11A12J1J5 J5 J3J3 J6AHJ5J6G B01B01B02B03B04HJ5HJ5J6GA J6GA J6B J6B J6C J6C J6D J1J1 J1 J1B05J5J5 J5 J5J3J3 J3J3 E01J3EJ3E J3E J3EJ5EJ5E J5E J5EJ6E J6EHJ5EHJ5E J1J1J1 J1 VM01 VM02 J1J1HJ5 J5J5J3J3J6GBJ6J6J6 J6A J3EJ3EJ5E J5EHJ5EJ1J1 J6GCJ6H J3EJ3E J5EJ5E J6EHJ5EJ1J1 J6GCJ1 6 12 3.62 122'-2"7516"6 12 2'-0"7516"6 12 3.62 127516"2'-0"36'-8" BRG HGT 38'-0" BRG HGT HATCH LEGEND 21'-8" BRG HGT 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. REPRESENTS 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 15 0 10 45 1.25 ASCE 7-16 170 D Residential - CAT II Closed FBC 7th Ed. 2020 Res. TPI 2014 PHOENIX REALTY HOMES 6/30/21 AA 86617 KABLER RESIDENCE SAINT LUCIE FORT PIERCE NTS - --/--/---- - - - --/--/---- - - - --/--/---- - - - --/--/---- - - - --/--/---- - - - --/--/---- - - - --/--/---- - - WIND LOADFLOORROOF LIVE LOAD DEAD LOAD LIVE LOAD* DEAD LOAD TOTAL LOAD DURATION FACTORTOPCHORDBOTTOMCHORD REV DATE BY REMARKS 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 COUNTY REVIEWED BY REVISE AND RESUBMIT APPROVED AS NOTED APPROVED REJECTED DATE BLDG. TYPE JOB # DATE BLDG. # MASTER DRAWN SCALE STRUCT: --/--/------/--/----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 designengineer 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 onthe 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 DesignEngineer, 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, isprovided. 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 beencreated 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 submittaldocuments 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 designindividual 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 verticalloads 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 thescope 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 U T SMUS26 THJA26 THA422 HHUS46 Q HHUS26-2 HUS28 HUS26 LUS26 LUS24 M L K J H E D C B A * NOTE: LSTA STRAP INDICATED TO BE USED IN CONCORDANCE WITH CORNERSET DETAIL. X BEAM BY BUILDERBBB LUS46 LSTA12 LSTA12 P LSTA12 G Zb Zt Z HBB @ BC @ TC HANGER BY BUILDER @ TC & BC HHUS28-2 VNF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Typical Cornerset Specifications 7'-0" MAXAttach KingJack w/(3) 0.131"Ø ToeNails @ TC & BC Attach End Jacks w/ (4) 0.131"Ø ToeNails @ TC & (3) 0.131"Ø ToeNails @ BC Attach Corner Jacks w/(2) 0.131"Ø ToeNails @ TC & BC (typ.) 1'1-1/16"2'0"2'0"Typ. Corner Jack Placement 1' 10-15/16"Created:7/7/2021LOT 56: WATERSONG 25