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Home My WebLink AboutAPPROVED Truss Layout - WindsorA=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. I 5PAGING N(DT ALL TRU55ES ARE TO DE SET AT 2'-p. ON CENTER EXCEPT As NOTED i MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN 4 BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE 0 IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. r..nKi.^gi II T RC'gl 30' Span or less A 30' to 60' Span 0 degrees Spreader Bar or less ,, ag t Approx 2/3 to ---� j 2 Tag L+ne sport approx. Lire 1/2 of Span REFER TO BCSI REFER TO BCSI Truss must be set this way if crone used. Truss must be set this way if crone used. Truss is an example, your tni5$ mpg not inotch- This Is an example, truss may not match. ,Insist crane operator sets truss this way. Insist crone operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses are installed. AL A I R I --I A N I] 1 1= FR I"NI a T IE- 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 ❑ Dome angle nails. Carried Truss SEAT PLATES BY CHAMBERS H-a CA aell.'e I., r tU A5 LWENSIpNEU o" 1your CO.�NF0. JAC1[i SEE STAHHAO ry C]U N' O.0 THRU CORNER ACKS (-y f-. - r 24' _ CORNER DETAIL OVE ii HANGS NOT 5HOW J FOR C.I ARIFY The Architect's or Architect's representative's shop drawing approval is NOT a "double check" of the contractor. The contractor shall retnaln responsible for checking field measurements and other construction criteria. Architect's approval curers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their resp ve locations, Approved By: 3-23-21 Date: _ - Braden ratlen A.I.A. P.A. upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL MMIIIII upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BU LT FOR THAT MODEL. A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24'IN LENGTH i I ® Do not stand on trusses until theyare bracedper BCSI &properly nailed to stra s & hangers � I FABRICATION AGREEMENT' - 15_3" V L G TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED s RETURNED " 1 J The legal description of the pmparty where the ftssaa will be Instatled is., - •- 19 -9 _ � i I I I I I INDICATES LOAF] BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR 1111PONWAN,Foodo, 0004 I Pd INVERTED *V"WEBS AT CENTER 50# POINT LOADS PER TRUSS FOR AIH/U 1 7- SETBACK BOSTON HI—P iFEW Iie��i i ICI■I�� a Y r .The undersigned avknowtedgas and agrees. t';-Trusses will ba made In strlot eceordanee with this truss placement diagram layout, which is #w sole atdltollty for deterdning-successful fabrication oI the trussna. 2. All dimensions In this layout have bean veri:d by the undersigned. .& Unless written notice la provided by certtAed map 10 Chambers Truss within ten (10) day* of deilvmy the undersigned agrees that no bsdkchar$es ll be alfowed.•In the event Duch wrKtarr notice Is furnished Chambers Truss shall have titres (3j b�j esa days in which to begin repairs required, yr to substfitrje athacirusses, at Chambers ogti�n. 4. The undersigned aclmowtadges raoelpt of "SCSI 1-13" summary sheat by TPI & WTCrk tf. DaAvary is to jab dta• tt Is the buyars•responefblflty to make the job site suitable for deivery. Chambers Tnasa has the sage authority #o dete�11,nle the suifablllty of the Job sfte & a poi tlat of the job site for delhrary. t.hsml�ars Truss will ponsible far dumpdelivery ony.The hur le responsibleadd€Hartal deihrs:v expensChambers Truss tree to redepvarbecausb Bite isriot Propared far delivery of trusses. Buyer i s roaponaMe to Chambers Taus for towing casts due to efts caidltions: l3. Pilos as shown b4 paragrs�ph T below is subject tv change if any changes are. made Iri this, lsyccrL A $50 per hour fee for revisions may ba charged by Chambers Tots. ' .7; This - Is a PURCHASE ORDER m Charnbem. Truss of the sum a8reed to or K nq; agreement a reasoriabls price. Invoice will he made art delivery and geld Min terms of ns{ on delhrery. lrnraloe may, be made at scheduled date of delivery It buyer cannot eocept' delivery of fabrlrsted busses, The undersigned agrees to pay Ctram6ers,Tf►.rse reasonable a fee for colleftns In event of payment riot tltnely made. l•1/2 %. per month s"ce charge will be added I"ail suma not paid wihin terms. 8. Slgnatura or lnplals anywhere on this sheet conslltutes agreement to all terms herein. 8• In cormWeretion of Chambers. Truss extending credit for this material the undertilgned uncandiGonasy guarantees payment when due of any and all Indebtedness owed to Chambers Truss by any erKtty receiving material and the undersigned agrees to pay such lndebtWness including attorneys Tess, K default In payment for material be made by the reciplent. -10. in the event of any iftkp on concerning this agreement, Hie items furnished hereunder or payments referred to herein, the, parties agree that the sole venue for any such action will be Saint l uola County, Fiorlda. 11. Designs responslbllftles are per "National Standard And R•doommended Guidelines On ReiponsibllMes For Construction Using Metal Plate Connected Wood Trusses ANslrrPWVTCA 4 - 2002- DATEP y FD TITLE Aspreader barmaybe tecyti ued per"BCsI 1-0C;•'tra prWW tk*" & &rna q% • :. Mtaltlple ply Trusses must lee fastened #ogether per engineering before they are set: failure to do so can result•ln roof collapse. Temporary and permanent bmi eg are required and can save life and prop" and Is the nlisponslbility of the truss erector. Study the contents of the Information packet Included on dellvery before setting trusabs. 1hma must be set and braced per design to pravant " & damage. Trusses must be set plumb and square Dv riot set bunks or stack of plywood, roofing ma#erlal ar any . dther coftentrated loads on trusses, thle can cause collapse. DO' NOT SLAT TRUSSES USING THIS LAYOUT -USE LAYOUT DELi11ERED WITH TRUSSES To SET TRUSSES CHAMBERS TRUSS INC 3185 Oleander Arrenue Fort Plercei Florida 34982-8423 800-551-5932 Fort Pierce 772465-2012 Fax 77i-465-8711 Vero Beach 772-1568-2012 Stuart '772-288-3302 ia,�k era.., r�s.rw■irnf:t�aTtsrlCS"C:AM �� 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 ' 'N Roofing Material Shingle or Shake 0 Loading in PSF Roof R.D.L. — Top Chord Live 20 v Top Chord Dead 7 4.2 ,,o Bottom Chord Live 10 Non -Concurrent o — Bottom Chord Dead 1 tt.u.�.=Hesvainln o used Load c;.l�:-t;anhnuous Bracin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the BuildiLq Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11392 Scale: 1 /4 = 1' W82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date: 10/07/15 Revised: 03/21/18 I I I I I I I I LIJ FOR Reviwed:31Q512U2Q I 14'-4" I 6 -4" I 14'-4" 1 . "'" . 1 - ..14'-,r 6'-4" 1 14'-4" �, WYNNE BUILDING CORP. ✓ r. --. CLOUZSED AREAS ARE OF %� DESCRIPTION: PORCH RIGHTJ SPECIAL CONCERN & MUST BEPORCH LEFT WINDSOR �� CHECKED CAREFULLY & MAY PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE INDICATE DEVIATION FROM �._� LANS ,,__�__,..__�_- '15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 sm IMM gmi 6i %I