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Home My WebLink AboutTYPICAL CORNERSET SPECIFICATIONSA04 A04 A04 A04 A05 A06 A06 A06 A07 A08 A09 A10 A11 A02 A02 A02 A03 A03 A03 A04 A04 A04 A04 A04 A04 J2J2J2J2J2J2J2J2J2HJ2HJ2J1J1J1J1 C01 C02 C02 C02 C03 C04 C04 B01 B02 B02 B02 B05 B05 B05 B03 J1PJ1PJ1PJ1P J3P J3PJ3PJ3PJ5PJ5PJ5PJ5P D01HJ5HJ5 E01 38' 6'4"12'4"25'7-7/8"19'0-7/8"8'15'0-3/8" 14'4"2'2'2'2'2'2'2'2'2'2'2'19'8-1/8"7'1-5/8"60'3'57'19'4"1'6"2'1'2'2'2'2'2'2'2'2'2'1'23'15'7'10'5'13'7-5/8"2'2'2'2'9'10-1/2"2'2'2'2'1'10-1/2"1'5"2'1'0-1/2" FRAMED BOX OUT BY BUILDER FRAMED BOX OUT BY BUILDER ATTIC ACCESS AHU ON FLOOR 8' FLAT CLG 8' FLAT CLG 8' FLAT CLG 3/12 VAULTED CLG 3/12 VAULTED CLG 8" RECESS 12'-11 CLG U = 1762# BRG @ 8' 3/12 VAULTED CLG 8" RECESS BRG @ 12'-11" 6 12 4316"1'-4" 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 10 0 7 37 1.25 ASCE 7-16 160 B Residential - CAT II Enclosed FBC 7th Ed. 2020 Res. TPI 2014 RENAR 7/30/21 AA CRMSCMB2L15X10 MODEL: CAYMAN 1763 ELEV. B2 SAINT LUCIE FORT PIERCE GARAGE RIGHT MORNINGSIDE - - 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:7/30/2021