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Home My WebLink AboutAPPROVED REVISION, _88270 - LAY-SLD6 12 2'-0"31516"B B B CCCCCCCCCCCCCCCCA A A EAAAA85' 25'2"6'2" 9'4'16'5'8"6' 15'7"1239'9"8 1'10"7'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'7'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'7'2'2'2'2'2'21'8"1'3"2'2'2'2'2'1'10"62'2'2'2'2'2'2'1'0"12' 3'2'2' 2'2'2'2'1'3"292'5"4 5'8"3 1 4 '6 "822'1"35'6"213'10"96'4"616'3"863'1"144 3 '15' 1 '0 "12'2'2'7 '2 '2 '2 '2 '2 '2 '2 '2 '2 '2 '2 '2 '2 '2 '2 '112°112°90°90° 2 '6 " 1 4 '1 3 '4 "10"111'9"121'6"AHU IN ATTICVENT VENT CRIKET BY OTHERS HBB HBBHBBHBBHBBL LL L L DRAFT STOP M L L Zt 2-PLY LEDGER BOTTOM AT 9'-4" N N N N N N P A NB 21'6"5'5'4"8'8"VM2A VM9A VM9B VM4 VM6 VM8 VM4B VM4 VM6 VM8 VM9C VM2 PB01PB01PB01PB01PB01PB02J1J1J1J1J1 J1 J1J1 J3 J3J3 J3J3J3J3J3 J5 J5J5 J5J5 J5J5J5HJ7HJ7HJ7A01A02A03A03A03A03A03A03A04A04A04A05A06A07A08A08A08A08A09A10A10A10A10A10A10A10A11A12A13A14A15A16A16A16A17A03AA03A J7 J7J7 J7 J7 E01E02E03HJ3EJ3E J3E J3E J3E J1E J1EC01 J3CJ5CHJ7CJ1D J3D J1CJ7CJ7C J7CJ7CJ7CJ5D B01 B01 B01 B02 B02 B02 B02 B03 B04 B05 B06 B07 B08 B09 B10 C02 C03 C04 C05 C06 C07 D01 D02 D03 D04 K09J1AJ 1 A J3AJ 3 A K 1 0K11 J5BM01H J7 A J5J 5 J5J 5 J3J 3J3J3 K01K02K02K02K03K03K03K03K03K03K03K04K05K06K07K08HJ7 HJ7J 1 C J1CJ 1 C J7VM2VM4CJ7 J7 J 7 J 7 09'04"00 ELEVATION 11'04"00 ELEVATION BEARING WALL & BEAM HEIGHTS 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 28 0 7 55 1.25 - - - - - - ASCE 7-16 170 D Residential - CAT II Closed FBC 7th Ed. 2020 Res. TPI 2014 PHOENIX CUSTOM 11/1/21 AN 88270 3937 SHORE SIDE DRIVE ST LUCIE FORT PIERCE - - - NTS 1 11/02/2021AN ADDED HANGER TO K10 / ADJUSTED C01-C06 VERTICAL WEB 2 12/15/2021AN ADJUSTED ENTRY BEARING PER CUSTOMER MARK-UP 3 12/17/2021AN INCREASED STRAPPING FOR J1D - --/--/---- - - - --/--/---- - - - --/--/---- - - - --/--/---- - - 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 VNFLSSJ28LZ LSSJ28RZ - - - - - - - - - - - - - - - - - - - - - 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:12/17/2021This item has been electronically signed and sealed by Ryan Bays, P.E., on using a digital signature. Printed copies of this document are not considered signed and sealed. The signature must be verified on any electronic copies. 12/17/2021 LSTA15 @ TC & BC