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Home My WebLink AboutENGINEERINGi Hatch Legend 12'-7 3/4" K-WALL 'J tic) n v 0 iq CJ J2 CJ J2 U C� 12" O/ 5' 0" TRUSS END DETAIL SQUARE CUT OVERHANG 12 w/2x4 LEVEL RETURNS 67 BY TRUSS COMPANY 4-3/16" HEEL HEIGHT 3-1 /2" 2i-0" NO LEDGER S�ANN€M 3TLIJCIB gyp ll w K 44�.t yl 2820 Kirby Cir. NE, Palm Bay, Fl. 32905 Phone: ( 321 ) 409-9800 Fax: ( 321 ) 409-9803 ••I Signature of this document aknowedges that the client has rotae,Yed thh true placement diagram in its entirety, and is in agreement with the folk wing items, inducing but not limited to: A.) The client is responsible to verify the accuracy of information submitted for use in design, fabrication, and scheduling. Any labor, material. or time delay incurred from inadequate or incorrect Information supplied from the client will be at the client's expense. It) design Criteria: The client Acknowledges that the truss design criteria noted on this truss placement diagram meets at eemede. the design criteria specified by the building designer, engineer of record, and local and state building requirements. C.) Fabrica tion and delivery: One approved tr use placement diagram must be retuned to the truss mannw,...er hPhnY fahrkatinn And delivery Win to ssrhPdkdPd. It is MP diPnf'C rMpnMauliry M coordinate delivery dates with the truss manufacturer. The client shall provide a marked location fair deliveryr which must be accessible, level, and clear of material and debrfs; in lieu of this, trusses wfb be delivered in the best available location at our diner's discretion. Care and handling of the trusses Qfollowing dfivery, is the responsibility of the client. C0.) Installation & &acing: BC512W I Building Component Safety Inf nmallon I WTCA / TPI W guideluws shall be followed when handling. inwlling, and bracng trusses. Temporary and/or IL permanent bracing and blocking is not included in the buss package. Trusses shall be braced to Q pmvcm,�tatiwanJ lnuvNc lethal stability inaawJaukc with tlm myuirenrenta specified in We ZMrstmEmin documents for the building and on the individual tneade.sfgn drawings. Theoverall W stability of the truss system is the responsibility, of the building designer. J rl F.) field Framfoga. I Tray railings and other ceilingtransicons may mclutre fold framing by othem t) letting drops and valleys flat shown are to be field framed by others, d.) Overhangs maybe ever length-cultofitin field. Overhangs are 2x4 re 2x5-no blockingiis applied. Corner jacks will be square cutand hip jacks will be double beveled. F.) Repairs: Truss rdawd problems arc to br rcported to the buss manufacturer ASAP, preferably in writing. 00 NOT CUT ANY TRME5 before contacting the truss manufacturer with specifies of the problem. Any field modificadoms made without an engineered repair drawing will be the responsibility ofdceclient. No back chargesor crane chargesofanykindwill be acclaimed, unlessspecifically Approved in Writing by the buss manufacture i management. G.) ThicTn. Placement diagram was rust ifeated by anenginePe, rxthre by fitehism lumher Ca. ti-Csraff, and b pbrelytobe used as an installation guide and does not fegellrea seal. Tecdsdefsgn analysis are on the Truss Design Drawings which may be sealed by the Truss Design Engineer. Roof Load; 37# psrf 20 TOLL. 07 TOOL, 00 BCLL, 10 BCDL; Dur.: 1.25 Building Code : FBC 2014 Mean Hgt. : 15 ASCE 7-10 RISK CAT. : II TPI 1-2007 Importance Factor 1.0 R Truss Design : C & C Enclosure : Enclosed K H Uplift Cale. : MWFRS Entry Exposed to wind V Wind Speed 160 mph US Lanai Exposed to wind Z ROOF CRITERIA FLOOR CRITERIA w T.C. Pitch 6112 O B.C. Pitch N/A Depth N/A J cQi T.C. Size 2x4 Spacing N/A Heel Hgt. 2x4 Bearing VARIES Cantilever N/A Vapor bonier between floor & concrete by others. Flow trustee held back 3/4" at exterior walls, Overhang g 24" block & fill dby others. Blocking for vertical bad transfer by others. llspace floor trusser around plumbing as noted Spacing 24" o.c. TYP. RF HNG THD26 UNLESS NOTED A THD26 = 3 -Qty m B THD26-2 = 1 QTY W C THDH26-2 U Z D THDH26-3 Z V E THD28 to W t- 0 Z F) SKH26 UR NOTED THD46 N THD48 0 THDH48 IM P THDH410 Q X CONNECTION BY OTHERS Install hangers per manufacturers guidelines. All connectors and tie downs other than truss 0 girder truss are to be specified and supplied by others. Approved by: Desired delivery date: Approval Date: Reaction Uplift Reaction Uplift Reaction Uplift xx xx 7 xx xx 13 xx xx xx Xx 8 xx xx 1 xx xx xis xx 9 xx xx 1 xx xx xx xx 10 xx xx 16 xx xx xx xx 11 xx xx 17 xx xx xx xx 12 xx xx 8 xx xx Only points listed above have reaction > 5000 or Uplift > 1000 Values shown on sealed design drawings supersede the above. X F Client : GEM BLDRS Z W Project : MAY RES J Address: DYER ROAD • ST LUCIE CO 10/20/17 REVISE PER E;Alt JL Date : 10/15/17 Designer Project: #505126 r�