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HomeMy WebLinkAboutTruss DrawingA=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-O' ON GENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE 'ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less A 30' to 60' Span 60 degrees Sprea er Bar or less TRUSSE`� FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. � ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24'IN LENGTH �►7��' bracedper BCSI &properly nailed to straps &hangers ;� �"�zli '�, Do not stand on t-usses until they are ,�16-37 ��'��/ 1 /2 _♦ 1 Rag 4--_ Appr x 2/3 to _► g pn apprOX. Line 1/2 of Span T g Line P REFER TO BCSI REFER TO BCSI Truss must be set this way if crane used. Truss must be set this way if crone used. This is on example, truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. ,Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. AL E R NOT E 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 WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. Carrying Girder _ For Trusslo Truss__ Connections see hanger/connector Nails must be as shown. Guide tabs o schedule in engineering Dome angle rla ls. package. n_..:—A Tn tcc ca eT PLATES BY CHAMBERS t: CORNER —aWRHANGS NO T SHOWN ,. upset=1 /4" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL =1 upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT INDICATES LOAD BEARING REQUIRED BY TRUS;%ES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0' ABOVE FINISHED FLOOR gi 001 Piz 1010 110110 SRI INVERTED `V* WEBS AT CENTER 50# POINT LOADS PER TRUSS FOR AtHIIJ Oil G 0 I y 0121 000 "0' "0i FABRICATION AGREEMENT i MWOM CAWW W aTARM U1r , TW a a 'Rie Wd desar"m of ft progeny wlnrle the tnmess wa be twtslad b . b. In va I W t u the ease auwo ! r delemlU,lr,O-n,00eae� d aaoraru ayaut: : Z AI dm oft h 011s I volm node boon wlrlled w" .3. Url WANbraii dds wrblert rrolbe w prollldad cuOMd an/ b txwnbera To wlthln ten ' Km* w ftn i figs Is sew tlret no beabd,�pas wR bs a/owed.•In the awt . b beph npsir - hquttled ar b No have Mrea p� days In whkh «+Doi* aerscUtm..., at Ctt.nlbsw DDelil y l IN k ow t d'BCt311.Or sar,n,ery atwt by l'Pl � Wipe, dO�YMr Ciil Iran •re aulttorEy to detelltlYN 11M 1 � s phe d I s Job spa foreeMy. CAenrbas?tuea wa be depp «�d1p job y ot. Ttls brysr !. neponehts 16r addbarsr � eerrery orrhr. • boors. job oft a riot t'or 1eo ,0=*we Thins Ins b aedsiller ; Pryer w tesporwbls b Trtr br or btrysr N not prepared for ft d tnwsse, a Ptla as shown toatlp ao.te due b eNs aatdllara. tlti lilMcrit A $50 per t�iour� 11101 for bto4"1W N OW dw oe a..ra.aa thmoybe ' 7: ThR (e a PURCHASE aRDER ib r d Tiya� iipresrnert a #111111 sum reaeoriaae pica. tmlatae wp a made on d.Ilr.ry end py taa'rrns oEf X krrolos AW be made d sdndllbd dsM'bC delrer�r r buyer csrrtot defMry d febfcaled tltlesos, Tbs t n bm pnd seas b pq Chsnbm 10=I reswtsW . sfbmiy�s ties fW adedbn h ewrrrt d not *A* wads. dwarpe84MMaea�NWford sumo not MJ2 % per morMh selyos srltrwfrsre on this street aorrN4utas sw,,,efd b ai terns heretrr. >k b aoneldentlan dplsrt�bers 7nms eoderrdtp 1011M far Ofb mall On tn0erypw On NY pmrarlless payment when when due d any and d hdd*Wrwu owed b Ch6obsrs Thins by.say endy nodllfrtp n !Roily and the tndsrsbnsd opens b p�jf each krd blaan.se Indudt opmeys boss. Idefault Inpr awg for aa.lerw boa reds by the 11e p0.q��at�fa swk d any �qpn p thisthe parr tkndshw hersu,der _ be Sakrt 'bOoM Caxrpr, Pra°a agree that the syle ven<n jot argr such agtae we 11. resporla�isa one px'r4tlony Svndwd And RSComrwrded Giddsl On M1SYTpINVT CAFor CoMmcdon U*Q dotal Phft Connscled Wood Threes. f3tOt�D � � -A � bs J sP �4► �glri�ledPer"BCSt'f-0�"bplMtlti tayadnApe�. UW*PlYbunnumetbe fastened >doQWW per, - ; bfore they an set; it 8M m do so can rsitdt-In root co� Tiota#orary and permnerdbq err rrqulrrd atld can sour 8b and property and b tfte nspofnsRrtMi. of the buss ardor, - 'Sfudy the coof or,dWWy before ^7�ta>tasnttaitbasrtandhtacadperda110tbp avert" TtYasai br tqt pdnnb and *quart r Do trot fiat bock. or stack of pb-wood, oo&* ntatsrW of ttitry dt' odhtnlnb gilled loads on bull"*, ab can catae DO•NaT SET TRUSSES USING THIS to-YOUT USE LAYOUT D LMMM W= yM=a TO SET TEES . CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Piet* FldHda 349824W= . '800-651-5932 FortPletre Tl1-111654M2 Fax 7T44654RI -.Vero Beach ' 7f2469.M2 Start '772-286.3302 ' �AUQJMQ71N Ill CUM ArcJ- r*ct's:'retpresentative's sn :;) 4 T a"'. ino a srovai is NOT a "dophle check of the contractor. The contractor shall remain responsible for checking field measurements and other construc-,lion criteria. Architect's approval covers general roof shape, revisw of truss strapping, and loading on e e®rr �k structure from gravity and uplift loads and their re ctive roc 'tiz�ns. tl �lii " Approved Bv' �� _ o,ile Brden d.. Braden A.I.A. P.A. 92-0/93.2 MIMX 4.2 DESIGN CRITERIA --- —� County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake 'o Loading in PSF Roof R.D.L. Top Chord Live 20 2 0 Top Chord Dead 7 4.2 c Bottom Chord Live 10 Non -Concurrent c _: — Bottom Chord Dead 10 3 qCD TOTAL Load 37 7.2 .a m .3 Duration Factor 1.25 Wind Speed 165mph -- Top Chord C.B. Sheeting by builder. W JE t4 Bottom Chord C.B. Sheeting by builder. Fad Highest Mean Height 16-0" Building Type ENCLOSED Building Category Il:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 R.D.L.=Restlaini Dead Load C.B.=Con inuous Braclina Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Enaineer of Record. Chambers Truss Inc. Drawing Name: M11392 Scale: 1 /4 =1' 82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By:—Ijek A "/is`" '..ra Date:10/07/15 Revised:10/15/15 FOR I I l I f I I l � l � 1 ■ 14-4 6-4 �� 14-4 ;� VNNNE BUILDING CORP. I 141-4" 6 -4 14 -4 —7r -. s .0 - •• � ® �- "fto. ft < DESCRIPTION: CLOUZSED AREAS ARE OF 71' CARLTON 3BED REAR PORCH PORCH RIGHT1 SPECIAL CONCERN & MUST BE PORCH I.EFT � CHECKED CAREFJLLY &MAY PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE i 1INDICATE DEVIA110N FROM ��� �4 PLANS. 15 TRUSS DRAWINGS ARE lall ATTACHED TO LAYOUT M 11392 44 N%!� q k-k ("k0( 11I�\\\�I�I�I�I�IE�\I\\01111 \�\\Ii�\\\II \I-\\\\�®�I II\II\ II` II` II\ II\ IV f M 1llllllllll1M%1A ®�.= ©� J5 J3 _L_. L `..� �_L I-- - __�_ . - �_. i - _�. �. �_� � 41 INVERTED -P WEBS AT CENTER W17 B.C. PANNEL LOAD W/ (2) 19