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Home My WebLink AboutTrussbola - oo�00- Q=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED f TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. I i .w I DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK, CONSULT SCSI 30' SpIn or less o 0' Span _ Q Spre et Bar Q - 60 degrees or less IRg F11amen --0 The,» FM zit—� I acme trz of sea:: REFER TO SCSI REFER TO SCSI True. mute be set mae way if crane Is used. Tres must ber set that hey If from is used. Truss Is an example, your truss may not match. Truss is an example, your tub may not match. Insist crane operator bb truss Mir, wry. Insist crane operator sea tub this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses are installed. _ AIR HANDLER NOTE 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. 0 rG The size of these trusses makes it necessary that they a set by a professional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS J `REPRESENTS A HANGER - HANGER SCHEDULE USE HUS26 FOR 2X4, SUH40 FOR 02 EXCEPT AS SHOWN " ease rater to Standard Engineering package for general Imtuction on installing hangers 10d=0. 148" x 3" 16d=0.162' e 3 112" Hatch Legenc INDIC VOLUME CEILING Fossil CEILING AT 11'-D" Do not stand on trusses until they are bra"i per BCSI & properly nailed to straps and hangers !! A ARRANGE WITH CRANE OPERATOR IN ADVANCEFOR A SPREADERA OF 32' - a IN LENGTH! I METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. NOTES: ALL BE LEVEL ETURNS ARE BY BUILDER IF DESIRED. BUILDE TO UNDER FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED a RETURNED The undereplled mkndsholl and! agree: - 1. Trues will he made in sold amordane with the bum placement diagram layout, Ord b the spa outlrorhy br pasta ng smcssful famootion of Ina hams. 2. M dimensha In this Iona l here been vedFed by the uMermi 3. Unlss whiten mine a prodded by Erected mail to Champas Trues Mt4n ten (10) days of delivery the ndemlgnW agree that no tomichargs will be allowed, In the avmnl such written notue Is hungered Chambers Tree hall has hose (3) buaines date in whkh Ile gin aga r required, or b menus dha ae, uIruaat Chambers oplion to 10 here of deavery hol wag be s ooding to owed marde, SSB. 4, The mderalgned acoloosesdgs receipt of'BCBI' summery most by TR a WTCA 5. Deti a to job site. 11 is me turers reported ly te make the yob site notable M detsery. Chambers Trues half photons alhaity to dsermrs the sutadllry of he job site or a Which of the job site la coolant Chambers Tom will rspomibs for dump delvery only. The buyer a respole the for migimal damor, eapmss If Chambers Tree has redeaver bxaus yob site a not cheered for delivery or baler a not Papered or delivery of home. Buyer a rmporaide to Chambers Truss for lowing coati due m nor condos. 6 Rice the sman in paagraph 7 below Is subset in marge if any chances are made in the layout A $50 pa hour I- by ra boons may be Wall by Chambers Truss, 7. This a a PURCHASE ORDER to Chambers True of the sum agreed u, or if no agreement a mawnable Plm. involve will be made m dslhery and aged within bane drat on dalms,, II may M mode at sodm ted data of da(very If boyar csnd arcepl dslhery of fabricated those. The undersigned acme to pay Chambers Trum tesmab , atlanays lee for orhm B In went of parmmt nor 5mety made. 1-10 % W rronlM1 Beards charge will be addc4 br all toms nor shad within he, S. SgnNure or inlriab my" m on Mb ahem mnatlWlm agreement to all arm, herein 9. In msideraim of r-nembem The, sane,; brief la the maarlal tee ulMkngMi uneadNnnally guarsome re. wean due of any and all indebsdnse bared Id Charades Thre by any entry roomng mental and the. n4mgneed agree b pay Boot miabsdnss including attorneys fs,, if default in payment for metenal be made by the Wpmnt 10. In the el of any M arm mncemeg this agmeman6 the items furnished normal or peyrnen s referred u' hden, me pamies agrs thin the ,de venue by any such acmbn will be sort lads Cmnty. Flom. 11. Car respaneidli es are per :]Natural Standard And Re ormanded Gubelines On RspaNdAlitim For PmsuCW Using Metal Plate Corrected Wooed The. ANSI/TPIMTCA 4 - 200aa 12. Warranty is per Chambers Trues Warranty, ateched. UATEO_ SIGNED FOR TITLE - A spreader bar may be required per "BCSI" to prevent Injury S damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. 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 setting trusses. Trusses must be set and braced per design to prevent Injury & damage. Trusses must be set plumb and square Do not set bunks or slack or ywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS CUT END USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES H OHORD 12 NIL: EN -0" tot- CHAMBERS TRUSS INC 41L: ENTRY I, j alw liiaanuer Avenue ,i Fort Plerce, Florida 34982.6423 800-551.5932 2.00.00 1 0-04 Fort Pierce 772.461*1112 Fax 112-485.8711 -- Vero Beach 772-569.2012 Stuart 772.286.3302 _ Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM File COPY 'UT END 12 :HORD 6 r GHT 10'-0" UL:COFFER 1 00-00 }00 2-08-00 i .no. VERSION I <.t.1 PER CODE SUCH AShoh Sen1w ME0ULlelE PER LenI YVCII Pa aaC'eb6I DESIGN CRITERIA County SIT LUCIE Building Department ST. LUCIE COUNTY Wind Design Criteria ASCE 2010 Who Design Method MWFRS(Olre malyCL hybrid Wind ASCE 7-10 Roofing Malenal METAL Loading rn PSF Roof R.D.L. Floor ., '.. Top Chord! Live 20 0 Top Chord Dead 1s 4.2 0 Bottom Chord Uva -10-Non Cormorant 0 Bottom Chord Dead 10 3 0 Total Load 55 7.2 0 - Duration Factor 1.25 0 wmd Speed 170mph Top Chord C.B. SMathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Haight 13'4' Sudi ing Type Enclosed Building Category It Non Restrict" Exposure Category C>Open Terein with acanered obstructions Mime from Ocean 5 1. Conforms to Florida Building Cods 2017 RD. L.=Rslraming Deed Load C.S.=Continuous Bracing Verify DESIGN CRITERIA shown above with the 'building department and your engineer. ' Design Criteria is the responsibility of the Building Designer andlor Engineer of Record ' Chambers Truss Inc. Drawing Name: 77016 The Architect's or Architect's representative's SCALE: 1 /4" = 1'_0" shop drawing approval is NOT a 177 total trusses, 69 unique designs "double chec€a"of the contractor. Designer: RLC Reviewed by: RLC The contractor shall remain responsible : Dale: 09/29/20 REVISED 01/04/21 ' for checking field measurements and FOR other con trnuctlon criteria. Architect's HOMECRETE HOMES INC. approv- ev+xs generalr f ape, - DESCRIPTION: review of tr„ss strapofng, a d to ding on structure from gravity and u Ifft leads and 109 CHARLESTON OAK their respective io s. Page 1 of1CUSTOMER INITIALS EACH PAGE 77016 .. ,:... Approved By _ .Date: Braden 8 . rare n A.I.A- P.A.