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Home My WebLink AboutSealed Truss Plan 82641-LLAY-SLDP P P P P P P P J J J PJ J HA 34'37'17'2"47'6'4"4'26'8"10'6'6"16'11'6"19'4"5'8"9'9'3"86'3"1020'10"811'7"107'4"10'5"1'2"42'2'2'2'2'1'9"2'2'2'2'2'2'2'2'2'1'6"1215'2'2'2'2'2'2'2'1'10"122'2'2'2'2'2'2'2'1'8"45'2'2'CHASECHASECHASEAHU AC CHASEFROM ABOVE AC CHASEFROM ABOVELEDGERS BY OTHERS BOTTOM @ 8' 8"HBBHBBBRG @ 8' 8"BRG @ 18' 3/4"FLOOR TRUSSES HELD BACK 3/4" FROM EXTERIOR WALLS FOR SHEATHINGALL CELINGS FLAT AT BRG HEIGHTSTAIR OPENINGHANGER BOTTOM @ 9' 4"PLUMBING SYMBOLJ5P J5P J5P J5P J1P J1PJ1PJ1P J3PJ3P J3P J3PHJ5D01D02D03HJ5FL01FL01FL01FL01FL01FL01FL01FL01FL01FL01GEFL02 FL02 FL02 FL02 FL02 FL02 FL02 FL02 FL03 FL03 FL02 FL02 FL02 FL02GE FL05GE FL05 FL05 FL11GEFL11FL11FL11FL11FL11FL11AFG02FG05 FL09FL10GEFL08 FL06 FG03 FL07GJ3PJ3PJ1J1HJ3P J4P B B B B B B C7'2'2'2'2'7' 2' 2' 2' 2'2'7'2'1'4"10'4"26'8"34'37'19'4"14'8"A01 A02 A02 A03 A04 A05 A02 A06 A07 A08 A09 J1J1 J1J1 J1J1 J3 J3J3J3J3 J3J5J5 J5J5 J5J5 J7J7J7J7J7J7J7J7J7J7J7J7J7J7J7J7J7J7HJ7HJ7HJ7J1J1J1J1J3J3J3J3 J5 J5J5J5 J7 J7 J7 J7HJ7HJ7 B01B02B03V01V02V036124316"1'-4"358"358"1'-4"It is understood that aboveconditions have been reviewed &are acceptable for the fabricationat trusses, elevations,pitches,overhangs, fascias,ceilingelevations/pitches, bearingconditions & all detail pertainingto this truss placement plan. Noback charges will be acceptedwithout previous written approvalfrom an A-1 Roof Trussesrepresentative. Ph 772-409-1010 / Fax 772-409-1015 http://www.a1truss.comREPRESENTS THE LEFT SIDEOF EACH TRUSS DRAWING*10PSF Non-concurrent live load applied to BC( NOTE: REFER TO SIMPSON CONNECTORCATALOG FOR INSTALLATION DETAILS )201007371.25401005551.00ASCE 7-10165 BResidential - CAT IIClosedFBC 2017 RESTPI 2014RENAR HOMES10/15/20MSARMSWSB2WILLSHIRE 1800 / ELEV B2 / GAR LMORNINGSIDE- -NTS- --/--/---- --- --/--/---- --- --/--/---- --- --/--/---- --- --/--/---- --- --/--/---- --- --/--/---- --WIND LOADFLOORROOFLIVE LOADDEAD LOADLIVE LOADDEAD LOADTOTAL LOADDURATION FACTORTOPCHORDBOTTOMCHORDREV DATE BY REMARKSFOR BRACING & ERECTION DETAILS REFER TO BCSI-03AND/OR ENGINEER OF RECORD.LOADING* NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOWTRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDINGDESIGNER IS RESPONSIBLE FOR THE STRUCTURALSTABILITY OF THE ENTIRE STRUCTURE. REFER TO THEINDIVIDUAL TRUSS ENGINEERING DRAWINGS FORGRAVITY AND UPLIFT LOADS.* NOTE: ALL CEILING DROPS BELOW BEAM AREBY BUILDER. (UNLESS NOTED OTHERWISE)* NOTE: ALL TRUSS TO WALL AND/OR TRUSS TOLEDGER CONNECTIONS BY BUILDER.(UNLESS NOTED OTHERWISE)PLAN DATECUSTOMERJOB NAMEOPTION(S)COMMUNITY/ LOT #CITYCOUNTYREVIEWED BYREVISE AND RESUBMITAPPROVED AS NOTEDAPPROVEDREJECTEDDATEBLDG.TYPEJOB #DATEBLDG.#MASTERDRAWN SCALESTRUCT: --/--/------/--/----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.RUTSMUS26THJA26THA422HHUS46QHHUS26-2HUS28HUS26LUS26LUS24MLKJHEDCBA* NOTE: LSTA STRAPINDICATED TO BE USED INCONCORDANCE WITHCORNERSET DETAIL.XBEAM BY BUILDERBBBLUS46LSTA12LSTA12PLSTA12GZbZtZHBB@ BC@ TCHANGER BY BUILDER@ TC & BCHHUS28-2VNF- - -- - -LUS44- - -- - -- - -- - -- - -- - -- - -Typical Cornerset Specifications7'-0" MAXAttach KingJack w/(3)0.131"Ø ToeNails @ TC &24" strap using (6) 10d x1-1/2" at each end of BCAttach End Jacksw/ (4) 0.131"Ø ToeNails @ TC& (3) 0.131"Ø ToeNails @ BCAttach Corner Jacks w/(2)0.131"Ø ToeNails @ TC & BC(typ.)1'1-1/16"2'0"2'0"Typ. Corner Jack Placement1' 10-15/16"