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HomeMy WebLinkAboutTRUSS DRAWINGv r A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPACING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEER BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMI ® IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less 30' to 60' Span 0 degrees Sprea er Bar or less �~ ��2 T g Line spun approx. REFER TO BCSI Truss must be set this way if crone used. Truss is on enample, lour truss msy not match. Insist crane operator sets truss this way. I. g ,-._ Approx 2/3 to _ Line 1/2 of Span RE` -ER TO SCSI rss must be set this way if crone used. This is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. AIR HANaI—EF2 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. For Truss to Truss___ Connections see hanger/connector schedule in engineering package. Carrying Girder T ails musthGuome angle nails. Truss SEAT PLATES BY CHAMBERS upset=1/4" heel=315/16^ PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=1/4" heel=315116" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL TRU'�-)SES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. A DO —L INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8' 0" ABOVE FINISHED F t•OOR RANGE WITH CRANE 01 Ill not stand on trusses until. ]L hey are braced per BCSi .. 1010000, / /ll II "`,_ �A 11401/%//'\\\�1 __ PAN IPA WIN ` �, �' 1' MOPSim ©_ Ev "` y' MOO! �� I.P.04000,' ' .•. 50# POINT LOADS PER TRUSS FOR AHU 0_ 1' IIII F, I 01101 1 _ _1 '11110 i//il i�'la Ipa,l'��riV�%/ice//ii//�li%�,li// 1 I I I PORCH RIGHT FOR A SPREADER BAR OF 18' - 24' IN LENGTH r I A & properly nailed to straps & hangers 15'-3^ C� I I , ®�®I®I�I�I�I�I�I�I■IB �I ®\ ®fir V INVERTED "V" WEBS AT CENTER W/5 t3,C. PANNR LOAD W/ (21 `Ai E�II�I�I�11� ■ICI■I■�I■\II�I�■ICI\ �\7 14'-4. i' CLOUZSED AREAS ARE OF / SPECIAL CONCERN & MUST BE t CHECKED CAREFULLY & MAY � INDICATE DEVIATION FROM %%_ PLANS. ••�_ �� M GRA F�►BRICATION AGREEM r i>a cuear eaaAarto wrrn.TwsAe,�ea,� a Tlia MDd dewbtlon d11r plbpaltyrttera tha lnreae etc b. 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DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUr DELNEREp WffH TRUSSES ro SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort 11219I Florida 849&2.6 8 Fort PkI rrI461l Fa: 77Z-186.9711 Vero 9eseh . 77Ya89-=2 Stuart The Archit r Ar hiri ect's represen taii,e's Shop drawing approv.l is NOT a "douhle check" of the contractor. The contractor shaft remain responsible for checking field measurements.and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on FIL I�`� � COPY structure from gr vity and uplifl loads and their re p dive locatti ns. I �7 Approved ©Y: Date: Braden & Nraden A.I.A. P.A. --- 920/931 MITt7C 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 0 S Loading in PSF Roof R.D.L. al Top Chord Live 20 Io I Top Chord Dead 7 4.2 ' o Bottom Chord Live 10 Non -Concurrent o _ — Bottom Chord Dead 10 3 'o I TOTAL Load 37 7.2 m Duration Factor 1.25 m m Wind Speed 165mph d Top Chord C.B. Sheeting by builder. 9 s Bottom Chord C.B. Sheeting by builder. v ~� Highest Mean Height 16-0' Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Buildina Desi ner and/or Ennineer of Record. Chambers Truss Inc. Drawing Name: M11392 Scale: 1 /4 = 1' w82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed ,> - �••� Date:10/07/15 Revised:10/15/15 FOR 6'-4' I 14'-4' vJ WYNNE BUILDING CORP. Q DESCRIPTION: PORCH LEFT 71 PAGE 3BED REAR PORCH A G of 1 CUSTOMER INITIALS EACH PAGE 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 31 kci5 c4sl` Rv a