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HomeMy WebLinkAboutTruss Drawing A=LIFE -SAFETY 1NA R N I N G E WITH CRANE ► �RRANOPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH —�G FABRICATIoN AGREEMENT' A Do not stand on trusses until the are braced er BCSI & properlynalIed to stra s & han ers � �>ld Non ft$T�y here TMfS gGREEMENT 1S SIGNED&RETURNED This symbol identifies Life Safety Warnings that should be read Yr me legal aesorlplion of the pm3�rt5'whera the trusses wlLl be Installed is; given special attention by all persons installing trusses. The undersigned acknowfwges and agrees: ---- _. _ —_ _ 1'.-Trusses will be made In strict e=rdanre vrith this truss placement diagram Layout, which-is the sole authority for delermInfng.successful fabrioatlon d the trusses. 2.All dlmenelons In this layout have bean swilled by the undersigned, _ �. .3. Unlads wrttfon nvtloe is provldvd by, rtMod mail to Chambers Truss within ton (10) €4' 21' 21' 14' days of delivery the undersigned agrees that no backi harges rvll3 be allowed..Tn the event 5 PA C!N C NOTE t 1 1 N 1 . such w notka Is fumished Chambers rru�a eflslf have th e l bu ego days In whist, 111 -116 1 1 N 2-1 I I n 2'-1 16 2-1-1 16 to begin repairs required,or to etlbedtute attratbusaes,er Chambers o• n, 6 16 4.The undersigned acknowledges receipt of"13CSi'I•or summary sheet by Tpi&wrcA. A-� Tlzuss�s A�� TO s� s�T s. W to job site. h is the b DON'T LIFT TRUSSES 1 a ryera'reaponslbllfty to make the Job site suitable for delivery.Chambers Truss has the sate auth AT 2•-O' CJ N CENTER c+r r ua m oo m ao Co ao as co m m ao w v ry nr v � m co m an ao ao na m eo 0o m � � cv ry arlty to detemllna the suiYabfAty of the Job efts al•a WITH SPANS LONGER THAN - . -3 � � � � � -3 p0tlon of The job site for delivery.Chambers Truss will be respon�bie for dump delivery only.a The buyer Is responsible for additional dative-^• ; rICD because job site to riot prepared for delive,y or buyer Is not prepared for delivery of trusses, A 3fl'BY THE PEAK. r r r Buyer le responsihia to Chambers Truss for towing due to site wWnditions.as to redeliver ti.pike as ahovvrl lq paragraph 7 below fs subJeot to change N any changes are.made In -- - - - — ' CONSULT BCSI j r rV Ni.fayotri A t;53}per hour fee for revisions maybe charged by Chambers TrLlss, ' N J2 LV N J2 � .7: file•F8 a PURCHASE [}RaER to Chambers,Truss of the sum agreed t or iigr9emvnt a reasortahte prior.imralce will be mods on delivery and paid within terms of net MULTIPLE PLY TRUSSES MUST B E J2 J� on delivery. Invoice may-be made at scheduled data of delivery If buyer cannot a lots� , ASTE N E D TOGETHER PER E N G I N E E R I N J4 34 dellvery of fabricated:cusses.The undersigned agrees to pay Chambare.Tluss reasons ble shOmey"a fee far coliee3ltms In event of payment not timely made.1.112 9�per marlih selvjcs f BEFORE SETTING. REFER To rJ6 charge will be added for ail sums not paid' terms. IL Slgnature or initials anywhere on this sheet cm tituias agreement to all terms herein, ENGINEERING D RA1N l N G To DETERMINE Je r J6 $r'fn consideration of Chambers Truss extending credit for this material the undersigned 1 w►Candidonally guarantees payment when due of any end all indebtedne86 owed to Chambers Truss by anytity receiving material and the undersigned agrees to pay such �► IF MULTIPLE PLY, �► ,�� � Indebtedness Including attpmaya leas, if default In payment for material be made by the 10.In the event of any Ilagatlon conoeming this agreement,the/{ems fumished hereunder �8 or payments referred to herein,the parties agree that fhe sale venue for any such action will 3 0' Span�o r less 30' to 60' Span n �I�� GRC be saint gale County,Florida. p 11.Design reaponslblliifes are per'"Hatronai Standard And Re'bammanded Guldellnes On Rasponsibfiftles Far Cortsbvciton Using Metal Plate Connected Wood Trusses i .- I 60 degrees Spreader Bar A6 e Ah1531TP!!t}VTCA 4-2QD2"' or less AS ,r SIGNED r ; - A4 A4 -a Y. I FOR_ 7t-rt.t: r 1 /2 kas f..—Approx 2/3 to ! T,IC Line Sporl approx, Line 1/2 of Spun A3 A3 'A�����g I�"�9�i"to pteverlt ir�ur�8 darrla�• m REFER TO BCSI REFER TO BCSI I I Multiple e�rol fey atruusses mtist be fastened togst>*er use must he set this wa cane used- Truss must be set this way if crane used- failure to do so y Y t, � can result M roof coilapt�e. per engineerin$ Truss �s on example, your truss may not match- This is an example, truss may not match- Insist crane operator sets truss this way- Insist crane operator sets truss this way. I A2 Tefnporary arlr!permanent bracing are required and can save life I i ! and properly and Is the risponslblllty of the truss erector. l s ;Study the contents of the Information packet Included on delivery _. All load bearing walla, headers, Al I l Al has° setting trusses. beams & lintels must be in place '� be�� p=desi 's°�'jUF"& I Trusses must ba set plumb and square at indicated height before trusses Al I I ! I Al Do rtsotset bunks or steak of plywood,roofing material or any are installed. ,tA _ per 0ficentlrated loads an trusses,this can cause collapse. Al I &? GD I Al DO-NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES To S&TRUSSES AI F2 HAN C7LIi� R NaT1= , UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES Al 13'-7z' /12 1 I IN . 121 IN . 13'-72" Al CHAMBERS TRUSS INC ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT All I I Al WITH BUILDING CODE AND A1C DESIGN REQUIREMENTS. I I CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. Al I I l Al Carrying Girder For Truss to Truss 3105 Oleander Avenue Connections see Al l Al Fort Plerce; Florida 34982-5423 I l `° 800-551-5932 t hanger/connector ails rust be as shown.Guide tabs o Al I l Al schedule in engineering Dome angle nails. I I _ Fort Pielrce �2�s�2D12 FaX TT�-4ss�71� F 'Vero Beach ' 7r2-asp 2012 Stuart 772-286-3302 tirSr-,�era. F^U RRaccaeamI Tq t;rn.M ' package. Al _ Al The Architect's or arci+itect's representative's Carried Truss _ _ _ _ _ _ - _ _L _ _ J shop drawing approval is NOT a T' A I .. "double chests"of the contractor. - The contractor shall remain responsible A A for checking field measurements and HIP CARRIER LOCATED AS OIMENsIONED ON LAYOUT other construction criteria. Architect's 77, approval ravers general roof shape, A A review of truss strapping, and loading on -7 �12 > > structure from gravity and uplift loads and = Z their rasp ve locations. C0R/{R J.4(,IC$ �/ gyp} ENGIRaiEPo ElE❑. O W J A n/ li L,J EsEr MsFEM& 1L [L' A � o W ❑ W in ❑ Approved By: - 3-23-21 - - H CV LL I-- CV LL bate: _ t13 ` U) Draden raden A.I.A. P.A. A U � U � = A 92.0 93.2 M1TEK 4.2 - - a ¢ � ¢ © � DESIGN CRITERIA County SAINT LUCIE - - uj A W W a W in J d A 24•o.c-rNRu I I � W (] wU CORNER JACKS ,._,1-, Building Department ST LUCIE COUNTY ONLY r..--.-�44��L 18 f' CORNER DETAIL A W ¢ N ¢ N Wind Design Criteria ASCE 7-2010 OVERHANGS NOT SHOWN FOR CLARITY l- H ❑ ;, ' Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 MENOMONEE W W °0 ¢ = — 'I Roofing Material Metal Roof SEAT PLATES BY CHAMBERS A z z z A o Loading in PSF Root R.D.L. 160 Top Chord Live 20 A ❑ `, O A a c — Top Chord Dead 7 4.2 yBottom Chord Live 10 Non-Concurrent �. Bottom Chord Dead 10 3 A A m TOTAL Load 37 7.2 T SETBACK BOSTON HIP TRUSS T SETBACK BOSTON HIP TRJSS Duration Factor 1.25 BHl 13H� h 12 Wind Speed 165mph INDICATES LOAD BEARING v Top Chord C.B. Sheeting by builder. REQUIRED BY TRUSSES Bottom Chord G.B. Sheeting by builder. SUPPLIED BY BUILDER GR13 � GRB Highest Mean Height 12'-0" AT A HEIGHT OF B-1' _ BuildingType ENCLOSED ABOVE FINISHED FLOOR 33 Buildin Cat o II:Non Restrictive ,�3 �, , B 13 - rnyls 9 eg rY Exposure Category C Barrier Island No a1 l3 $ �1 Conforms to FBC 2017 en ur co In u3 In In co In In u7 In cr7 T R.D.L.=Restrain/ Dead Load C.B.=Conf nuous Brwin e l3 l I Verity DESIGN CRITERIA shown above with the o GM GRA i building department and your engineer. 12 l l ,�� l i u} Design Criteria is the responsibility of the 4.00 I I ��� �.�� � e l ! BuildingDesigner and/or En ineer of Record, I I .� "�, = I z _ _ _ _ _ _ - _ _ - Jc �, ,lc o Jc �, .lc l I Chambers Truss Inc. Drawing Name: M11324 _ - - - - - _ _ - _ - _ .� _ �. _ _ � Scale: '114 = 1 ' - - - - - - - - - - - - - - - I - _ N I I l 27 different trusses. I -' I l � � c�T '' � l I iv � 83 total trusses, - �- - - - - - - - - - - - - - - - - - - - - - - - - 4 - - - - - - - - - - - - - - - - - - - - - - - a ¢ _ _ _ - - - _ - - - - - _ _ _ _ _ � _ MI 4: SAE ACAD: SAE Reviewed By: I Date: 07/19/12 Revised: 03/21/18 L- 1 -$4N it-g4. 1'$4� 1 $4" FOR Revised: 3/05/2020 heel =3 15116" 1 5'_1 an 5'-4N 91-67 2'-2" 1-2ol 9'-6" �'-2� _ 5'-4" 15'-10" IIIIYN N E BUILDING CORP. PLUMB CUT END 7 Cf) 2 x 4 Top Chord 5` 35' DESCRIPTION: BEARING HEIGHT 8'-1" GARAGE LEFT GARAGE RIGHT ROYALE TYPICAL END DETAIL PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 27 TRUSS DRAWINGS ARE ATI�ACHED To LAYOUT M 11324