HATCH LEGEND 8'-8" A.F.F. A01 A02 A03 A04 A05 A06 A07 HJ10 HJ10 J7A J7A J7A J7A J7A J7A J7A CJ1 CJ3A CJ5A CJ1A CJ3 CJ5 J7A J7A J7A J7A J7A J7A J7A CJ1 CJ3A CJ5A CJ1A CJ3 CJ5 J7 A01 A02 A03 A04 A05 A06 A07 HJ10 HJ 1 0 J7A J7A J7A J7A J7A J7A J7A CJ1 CJ3A CJ5A CJ1A CJ3 CJ5 J7A J7A J7A J7A J7A J7A J7A CJ1 CJ3A CJ5A CJ1A CJ3 CJ5 J7 A08 A08 A08 A08 A08 A08 A08 A08 A08 42' 0" 57' 8" 7' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 7' 0" 1' 0" 20' 0" 20' 0" 1' 0" 4 1' 0" 3 15/16" 6 3/16" 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. APPROVED AS NOTED * NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) REJECTED Ph 772-409-1010 / Fax 772-409-1015 http://www.a1truss.com DATE REVISE AND RESUBMIT APPROVED REVIEWED BY NOTE: UPLIFT CONNECTIONS FOR ALL COMMON TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 STRAP (BY OTHERS) UNLESS NOTED OTHERWISE (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER (UNLESS NOTED OTHERWISE) Gravity (> 5,000#) / Uplift (> - 1,000#) Truss I.D. Horizontal (> 350#) Truss Load Alert Box * SHEETING AREA UNDER VALLEY TRUSSES AND WASTE MATERIAL NOT INCLUDED ** BLDR TO VERIFY CALCULATIONS CALC HIP LINE AREA 2767 ft2 ROOF 0 ft FASCIA FLOOR 0 ft2 207 ft VALLEY LINE 128 ft 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). A1 Roof Trusses and Anthony Tombo, P.E. 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 A1 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 Anthony Tombo, P.E. by A1 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. Anthony Tombo, P.E.'s 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. Anthony Tombo, P.E. seal designates specifically that 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 A1 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 Anthony Tombo, P.E. 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. 10* DEAD LOAD 0 ASCE 7-10 30 BOT CHORD LOADING 0 0 0 ROOF 160 MPH TOP CHORD 10 DEAD LOAD LIVE LOAD FLOOR 0 WIND LOAD ENCLOSED 15 LIVE LOAD 55 CATEGORY II 1.25 TPI - 2007 DURATION FACTOR TOTAL LOAD EXP C FBC - 2014 1.00 *Non-concurrent - --/--/---- - REMARKS - - - BY --/--/---- - - --/--/---- REV - - - - - - - - - --/--/---- --/--/---- - --/--/---- - --/--/---- - - DATE - REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION THE BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. - OPTION(S) Garage Module 1 - - MASTER JOB NAME PLAN DATE ARCH: STRUCT: 04/26/2017 - - CITY 04/26/2017 CUSTOMER DRAWN SCALE N.T.S. BLDG TYPE COMMNTY / LOT # - BLDG # DATE 07/12/2017 Kaufman Lynn Construction XKLWCAPG1 TP JOB # Addison Place COUNTY G - - - P JUS46 F - - - N THD28-2 HANGER BY BUILDER BBB Q - - - - - - - - - - - - - - - X V U T S R B MSH422 J JUS26 THD46 H BEAM BY BUILDER HBB JUS24 A - - - K E - - - M THD26-2 THD26 D L THD28 C MUS26 - - - - - -