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HomeMy WebLinkAboutTRUSS DRAWING0001 ,r=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. For Truss to Truss Connections see hanger/connector schedule in engineering package. Nails must be as shown. Guide tabs 0 Dome angle nails. SEAT PLATES BY CHAMBERS upset=1/4" heel=315/160 PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=1/4" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. AL ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' 24' IN LENGTH A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers - --- 1 SPAGING NOTE ALL TRUSSES ARE TO DE :SET AT 2.-0I ON CENTER EXCEPT A5 NOT_ED AIR HA®VpLIE=F2 MOTE 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. All load bearing walls, headers, beams & lintels must be in place at indicated heightbefore trusses A are installed. A DONT LIFT TRUSSES WITH SPANS LONGER THAN 30k BY THE PEAK, CONSULT BCSI 22' 14' 1 I I I I I ©IM. 01R0�0RN t� 19 INVERTED -Ar wEe3 AT CENTER WJ7 B.C. PANNEL LOAD W/ (2) 509 POINT LOADS PER TRUSS FOR APrW mow. ■�� c� rab�i � /I�I�I .fllli%�� Ili%I■�II� -- --------------- MIMIrI®IMI�I®� 1 Wm IPA. r �e ON e i e e e \1 -- MN 11 SR I�I�I�I■I\ �� The Architect's or Architect's representative's shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truos strapping, and loading on structure from gravity and uplift loads and their re Afctivu Ioc tion p. %{PProverJ I Dale Braden & Braden A.I.A. P.A. J.- FABRICATION AGREEMENT' MWOM CAMWONS1MMUIflLTfpAp11b0fr0NON®a Rrilliffillagg TM red dswfptlml dlhe ProPmbrdrmoea torsos ale M rrlatad Ic - no undwownd scomwilev" and grow It.-TIMM6 VA be Mob In AM licMdolim %0 ft bus Prammt dgro by*K W thlfOarotsulh6%*rddaeiap.mgmuUftMYmlbedbotorsos. 2Altln1o11rlotaIllifthrymOlrmeboonWWAdbyUmlWdign . 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ASpldiaawriralgdam antladadeondkenaprawlwitbdtsma Wahl pr'r aonaldmdbn d (unbars Tow adwidlp morn for tNs mosalol Om tsldusVW tnoml�mrdy a PoWW taMn rile d any and d rWahldlrs erred b Chwh m Thins ty.aw erdy (waft nlolorY mW Via undwdo ed apedd b pey much rWebrlrrsa bdix" atl n e look O ddtll inpay AM tar ma- I be wads by Oro Ymap6a yYn�1erir�..r.rd a inn OlOdan oaiort+lp O,r aQeanmtk the rms funwted hwounder w 8d0 rafwod b hoar OmPmOo epo Ohl Ow e➢r amer tilrsny such anion we no 8eH Wda Cmmpr, taorl0� 11. oaWOntaaPm 1 N W-NdmW Slmdmd And Rntmnmr dad oddobn on Rmpm.eiew FwcmYbidlmt U*g Mdd Prr Cmnoabd NfoodTnaso AN8IRPWffCA4-2W!' ' - $IONED r Trn.E - ..A,patlrbwmgborsg idpw"WEJWlopwmtfjuyati.ng, . IpdtlpM Ply Mllem must be fadersod iagetlwr per ergbleerhty bekile they are set: ropm to do so can rWm tdn root a8ap4e. Temporaryand PwwAnwrt arereg0ed and an aave afe and property and b 4w raapontww of tfw teas ewotor: •Study the ombub of d* Mfg oe bwhilUd on de0very Wmyadimok Truaeea plast be ass pltanb and equan Go rt)t'W bunt or abate of pgrso n rcoNtp gwAwW a wry 'olhei loads on trusws, thb em cause coujift DO NOT SET TRUSSES USINQ THIS LAYOUT -• 'USE LAYOUT DEUVM= WITH TRUSSES TO UI TRUSM := CHAMBERS TRUSS INC 3105 Oleander Aiienue Fort Pierce; Florida 3082-64M 800-551-5932 -.FwtPbta 7rZ4ff-2o12 Fax 773-46SW11 Vero Beach - 7724668-W12 Shaft 1724864= 92.0/912 MInX 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method Main Wind Fore Resisting Roofing Material Shingle or Shake r Loading in PSF Roof R.D.L 0 Top Chord Live 20 i Top Chord Dead 7 42 ca o Bottom Chord Live 10 Non -Continent r ° Bottom Chord Dead 10 3 c TOTAL Load 37 72 r I I Duration Factor 125 Wind Speed 165mph ` o Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by buiker. Highest Mean Height 174r '-� Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 r7 ;,K IM EC-,7rt: 7--! Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building ner and/or Enaineer of Record. Chambers Truss Inc. Drawing Name: M11412 LLB Scale: 1 /4 =1' 73 total trusses,18 different trusses. MI 4: RLC ACAD: RLC Reviewed BYd"!o>7 � �'1 Date:11114116 Revised: 05/10/17 �,/ FOR •4" ' 5-4" 1 ,s-, " ' Q WYNNE DEVELOPMENT CORP. DESCRIPTION: GARAGE RIGHT CARLTON 299 3 PAGE 1 of 1 CUSTOMER INALS EACH PAGE I m 18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 1 1seemoh III III IIn 111 II"� II