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HomeMy WebLinkAboutTRUSS DRAWING®=LIFE SAFETY WARNING 1 his symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPACING NOTE L TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE ® IF MULTIPLE PLY. MENNEN pq DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less 30' to 60' Span ,0 degrees Spreader Bar or less - kag .__Approx 2/3 to _. OX. Line 1/2 of Span REFER TO BCSI ....... used. Truss must be set this way if crone used. ..A many This is an example, truss may not match. „CI Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses ® are installed. A 112 H A rV Ill I_ Il R2 " O'T- III UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT `,VITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CG'':SiiLT tNITH BUILDING DEPARTMENT AND A/C CONTRACTOR. U FEPRESENTS A MANGER For Truss to Truss Connections see hanger/connector schedule in engineering package. Carrying Girder - Nails must be as shown. Guide tabs o Dome angle nails. SEAT PLATES BY CHAMBERS Ln INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-l" ABOVE FINISHED FLOOR 12 4.00 upset-1/4" heel=315/16" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT Ill TYPICAL END DETAIL 12 4.00 1— -__ 12 2.00 upset=1l4" heel=3 15/16" PLUMB CUT END 1� 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A A ARRANGE WITH CRANE OPERATOR IN ACVANCE FOR A SPREADER BAR OF 17' - 23' IN L A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT ENGTH • •�..•vviyUVNAii da�hlluldolep p®M1�Mor6tyw Tropa as be tads „d° ;aY+lloouW�'tli -6yw wllfdly 6..or auelgq k, v�.nist ilbjajoj .1 UYIhJa „iotl*c.y'd I banwyQ0k4dfr= wwld.d adi woo. no5o5aa B'a q tlrfa' mY b G�l,.T�n,,w..wpyn bn 71 4 'T1i.It Ipt�'IW.dppwbdp.. " a'Khr don i1 wau dMHfrpr.rrrbr. Ttup h.N it. M b bY7R $ WrO� votmn dIM Jab qr a b ahmiM tt~ 100 +� «a.bb a lhebuyarrJob twpatnby/br �ad� �wMbstaponWy~'�ip�d kbYEeort b p.' far � Y rl tClpad':,,�d�d... iiYi.Yy iL A i60 psr Y be by y as made b a txutcttr� «+� b '""'o.d"oenbral.lro.,,,t.... . nth �Ibr m''tl.;olo�. w. = c(noc cannot 8=0 AN" renw" W'In otraldu.tkn of gwt�w. Par `adalh Tnaa 4i �«06 6M 1Paerttb a Nam lw.�� "now4 uft P�drs pgnwt WMt by.may adNn� aa�t br ft mWdd pr urNw�ptrd IYM.D1M1sa KIch '1100.�1he s"M dary alpegon DMrwt tr nt�rw t» mWah«a.wr w°b"�'►O�al.c'�'anbbflak:L °Ko aaaIli"V go W hsuch matwr iRap m6rtla' � px W t tlrtl And ANStMVWTCA 4 -200=- Lkhv Kim phb ConlwJM ng on MY to must be abflad toys per enyltraarlrp Y aresafti failure W do so can Iraleultin roof colfap�a T«nPo,.ry and Pw+nansnt 6racgrp area l and can am aft and ProP" and is aw r„porq�lply of the truaa siscbor. S�dY content of Pill Welluded on dsDvary 7Masaseo+atbsatand6ra�adpart=lignbpnawrti juya ftmuL Tnmu must be 6; Plumb and aqua,. DO 091lidbunks or I>� Ia rIndI ooAt,a maa.fat orar,y .. . DO NOT SEr T ii8] ERS TRUSS INC 3108 Olaambr Avenue Fon-PlOrdef FloMda 34982.8423 800-551.5932 . vFoft i� T72'6,2012 the 7/2469.2012 tarQ"n9 ic1 ur_t ems, f.UAUDmarhe Qua d .,proval4 presenfative•s Ontrd.t. Of the other cog field I l, contractor ckinain nfe mrasp nsible s and reviewrot tr covers ge„eiment rala ©A ch to s Ss Stra s true ture frDm rJ avrpPind nd loadiroof ng On th re active In,- tiot loads Ind 920/93.2 MITEK 4.2 arprn�eiy 6y „ S Z_ DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake 3 Loading in PSF Roof R.D.L. � . _ Top Chord Live 20 m ' Top Chord Dead 7 4.2 .2.Bottom Chord Live 10 Non -Concurrent h E Y I Bottom Chord Dead 10 3 m TOTAL Load 37 7.2 m w Duration Factor 1.25 �6 10 'o 1 Wind Speed 165mph m Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 14'-0' c� Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 W H a GARAGE RIGHT 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11323,ANNED Scale: 1/4 = 1' BY 72 total trusses, 13 different trusses. St. Lucie County MI 4: SAE ACAD: SAE Reviewed By- Date:0424/12 Revised:02/21/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III � 5-170 PAGE 1 of 1 CUSTOMER INMALS EACH PAGE M 11323 31 llelf�ll