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Home My WebLink AboutTRUSS DRAWING ATTACH TO LAYOUT®-LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGIN G NOTE ALL 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 A IF MULTIPLE PLY. A& DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less 30' to 60' Span 60 degrees Spreader Bar or less S 4 112 _ 0 1 499 f Approx 2/3 to Tag Line span approx. use 1/2 of Span REFER TO BCSI REFER TO BCSI v Truss must be set this way if crane used. Truss must be set this way if crone used. Truss is 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. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses are installed. A l F? 1---1 A N S I I=— R N O T 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. 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. Carried Truss U REPRESENTS A I1ANGER Hanker Schedule n nv) A c•TTTTnL clhnum HIP VALLEYS ARE DIFFICULT TO INSTALL, PROBLEMS CAN BE ADDRESSED BY CUTTING HIP VALLEYS IN HALF & FINDING CO EC 11, LOCATION. ARRANC)'*E WITH CRANE OPERATOR IN UNSUPPORTED JACK CONNECTION DETAIL ADVANCE FOR A SPREADER BAR OF LENGTH MM16�(cc �-.TtV�.A�ra�( till 10dA S MAC 7 na6 in Ca"ier J0* 7 In Kp Cwrlar Dade seeps far S Jadoe Do not stand on trusses until theyare bracedper BC &properlynailed to stra s & hangers - - - - - - ...__ pr% r% � A J� I�CARRIER f I , METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN G��ILI�I� A `.i�� USG r1000.v Carried truss tvi Carrying truss Hanger ID Fasteners for Carried truss Fasteners for Carrying truss GRF GRG THD26-2 12-1Od 18-16d GRG GRB THD26-2 12-1Od 18-16d *Please reter to �itanaara r,ngmeenng puuKdgc lu. s�„�,u. _ �«��._�••� -• --• - - o - lOd=0.148"x 3" 16d=0.162" x 3 1/2" INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 9'-4" ABOVE FINISHED FLOOR 1 M 9'-4" 1 v 1 1 1 \♦ upset=1/4" hee1=4 3/16" SQUARE CUT END _ 1 2 x 4 Top Chord r C WALL HE'GHT 9'-4" / END DETAIL: A. / ♦ I - 21 -4 I I I v 21'-4" I I I I ✓ 5' I i o 12 � ♦� 6.00 ♦ / a / 9'-4" I � I 1 w 1 / \ d ♦ ` upset--1/4' heel=4 3/16" ♦ / s -- — — ` %I SQUARE CUT END CLOU'SED AREAS ARE OF ` 2x4Top Chord / / �` SPECIAL CONCERN & MUST BE 1 WALL HEIGHT 9'-4" / CHECKED CAREFULLY & MAY \ TYPICAL END DETAIL / i INDICATE DEVIATION FROM �/ ♦� �/ PLANS. I C L G/ 1001 r� r� r• �y CORNER DETAIL OVEFNANGS P40T SHOWN.. CLAPMY upset=14" heel=43/16" SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT 9`-4" END DETAIL: TYPICAL STEP CEILING c File Copy FABRICATION AGREEMENT - 'MUSSES CANNOT BE STAMM UNTIL THIS AQREE�IENT IS SIGNED & RETURNEE) legal description erty n of the propwhere the trusses will be Installed is: The undersigned acknowledges and agrees: t:. Trusses wiil be made In strict accordarx a vr(ttl this truss whk h 'is the sole authority for determining. succesctul fabrtcatlPlacement diagram layout, Z. AQ dimensions In this de of the trusses. t have been verffied M the undersigned. 3. Unless written notice Is Provided by certified map to Chambers Truss with days- of deanery the undersigned agrees twat no in ten (, � such written notice Is furnished Chambers Truss backctlarges wal be a�low�d..In the event to begin repairs required, or to shalt have three (3) twajness days to wt5tch 4. The undersigned admowl subsUtl e pt trusses, at Chambers OP b. Deavery Is to Job site. !t �� rem( a-BCSI 1-03"summary sheet by TPI & WTCA. deUve buYera*responslbatty to make the Job site suitable for ry. Chambers Truss has the sole authority to detemline the suitability of the Job ells of a portbn of the Job site for delivery. Chambers Truss will be nis a the s ute for dump deanery only. The buyer b site Is of P for redifor d delivery expenses If Chambers Truss has to redeliver because job ons Is not prepared for deanery or buyer is not prepared for delivery of busses. Buyer k responsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown 19 Paragraph 7 below Is subject to change If any dlanges are, made tt) this. liy A $550 per hour fee for revisions maybe charged by Chambers Tr1lss. ' .7. This is a PURCHASE ORDER to Chambere, Truss of the Burn agreed ta, or If n ig!eenlent a reasonable price. Invoke will be made on delivery and Pall within terms of net de delivery. Invoice may. es made at scheduled data bf delivery If buyer cannot a cept delivery of fabricated busses. The undersigned agrees to Pay Chambers.Truss reasonable ettoma' fee for collectfons In event of payment not timely made, 1-112 % per month s sable dl a Z be added for an sums not paktwfthln terms, B. Signature or Initials anywhere on this sheet constitutes agreement to all temW herein. Q In consideration of Chambers Truss extending credit for this material the undersigned unco be:apy guarantees Payment when due of any and all indebtedness owed to Chambers Truss by "any entity receiving rnat�ral and the undersigned agrees to Indebtedness induding attorneys teas, ft default in Pay such recipient. Payment for material be made by the '10. In the event of any litigation concerning this agreement, the items furnished hereunder or Payments referred to herein, the. Parties agree that the sole venue for any such action will be Saint Elude County, Florida. 11. Design responsibilities are per—Natlonal Standard And Rebbmmended GuldsDnes On Rasponsibilil es For Construction Using Metal Plate Connected Wood Trusses ANSVrPUWT'CA 4 - 2002— DATED SiGNED Aspreaaerear maYt>aregt redper"i3CS11.03"bprevertl *"&darttage, . Muitlple ply trusses must be fastened together per engineering before they are se4 failure to do so can result. In roof collap$s. Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. Study the contents of the Information packet included on delivery before settling trusses, . ftses must be setatnd braced perdesign m k4uryS damage, Trusses must be sit plumb and square Do not' Pet bunks or stack of plywood, roofing material or any .,'Other c,l Centrated loads on trusses, this can cause collapS®. DO-NOTSET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES ,....:'CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Piercej Florida 34982-6423 800-551-5932 Fort Pierce 772.465-2012 Fax 772-4"-8711 Vero Beach 2-569-2012_ Stuart 772-286.330 ' SHOP L) WING r SIUSN1I TAT RIEVIEW, APPROVED l3 APPROVED AS NOTED (3REVISE AND RESUBMIT 0 REJECTED SUBMITTAL VWkS REVIEWED FOR DESIGN CONFORMITYANO GENERAL CONFORMANCE TO CONTRACT DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT JOBSITE FOR TOLERANCE, CLEARANCE, QUANTITIES, FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION, COORDINATION OF HIS WORK WITH OTHER TRADES AND FULLCI) PL CEWITHCONTRACT DOCUMENTS 8y: +/w /t Date:G Z7.24*tC� Architectonic Inc. 92.0j93.2 MITEK 4.zFort Pierce, FL 34950 ■,�,,, DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method Main Wind Force Resisting Roofing Material Metal Roof Loading in PSF Roof R.Q.L. Top Chord Live 20 Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 TOTAL Load 37 7.2 Duration Factor 1.25 Wind Speed 160mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 18'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 74319 Scale: 1 /4 = 1' 180 total trusses, 59 different trusses. MI 4: RLC ACAD: RLC Reviewed By: )C1CG>s 17 Date: 05/05/17 Revised: 06/15/17 FOR BRIAN HELSETH DESCRIPTION: HUDDLESTON PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 4 L 59 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT 74319