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HomeMy WebLinkAboutDRAWINGIon ME ..... milm HANGER LEGEND * ALL 2x HANSER5 5HOHN ARE ITw AHU26 UNLE55 NOTED OTHMK15E. * ALL 4x SYS42 HAN6ER5 5HOHN ARE AHU46 UNLESS NOTED OTHERHI5E. * TRU55 INSTALLER 15 RESPONSIBLE FOR IN5TALLIN6 SPECIFIED HANGER FOR TRU55 TO TRUSS CONNECTION PER MANUFACTURER SPECIFICATIONS, ITN HANGERS UNLE55 NOTED OTHERWISE AHU26 (05 AHU46 O AHU25 _ SQR 55R26 lO 0 AHU26-2 I (P 55L26 `D AHU25-2 _ (E� 55R46 AGU526-2T @ 551.46 ;J AGU526-2T _ ® M5R26-2 3 V AGU526-5T _ © M51-26-2 I H AGU528-5T HU2 KTH602 ® ATH422 _ R KTH003 O ®SPECIAL GONNEG TION BY OTHERS SCANNED BY St Lucie County APPROVED FOR TRUSS LAYOUT ONLY IiII IIIII„1 IT. rij, tea,, c r� pNO 50109 't APR 0 2 2019 N❑TICE 1 field Bracing is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Per erecting trusses are cautioned to seek professional advice regarding erection bracing which is always req to prevent toppling and dominoing during erection, anc permanent bracing which may be required in specific applications. Trusses shall be erected and fastened straight and plumb position. When no sheathing is oppl directly to the top chords, they shall be braced at 24 max. Where no rigid ceiling is applied directly to the bottom Chords, they shall be braced at &'-0" o.c. max. Trusses shall be handled with reasonable care during erection to prevent excessive damage or personal in See Engineering for connections, nailing schedules, etc NOTE: Labeling trusses Is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. Girder truss to girder truss Connections which exceec the capacity of a standard hanger or truss to wall connections are the responsibility of the builder. GENERAL NOTES 1, TRUSSES SPACED 24" ON CENTER, U.O.N. 2 ALL WALL, BEAM # COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY BUILDER. 4, 50ME VALLEY FRAMING BY BUILDER. 5, BOT.= BOTTOM OF TRU55 FROM ELEV. 0'-0" NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRU55E5 PROVIDED BY F.Q.T. WILL NOT BE RESPONSIBLE FOR A TRUSS GUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION DESIGN CRITERIA: ASCE i/10 WIND SPEED: 10 BUILDING TYPE: ENCLOSED EXPOSURE: B RISK CATEGORY: 11 ROOF LOADS FLOOR LOADS TOLL: 20 TOLL: TGDL: I5 TGPL: BOLL: BGLL':— BGDL: IO BGDL: TOTAL: 45 _ TOTAL: i•25 ALLOIWIRREASEALLOWAB� ALE DEFLECTION 560/240 DEFLECTION FLFIRIDA QUALITY TRUSS TEL_I C95 - 384 FAX: (954) 978-8980 3635 PARK CENTRAL BL'/ POMPANO BEACH, EL, 3306Z SH❑P DRAWING APPFREl THIS DRAWING IS THE SOLE SOURCE FABRICATI❑N OF TRUSSES AND V❑IDS PREVI❑US ARCHITECTURAL OR OTHER LA` APPROVAL OF THIS LAYOUT IS NEC[ BEFORE ANY WORK CAN BE DONE, PLD VERIFY AND/OR INDICATE TRUSS PLACEN DIRECTI❑NS, DIMENSI❑NS, BEARING C❑NDI PITCHES, SHAPES, OVERHANGS. CHIMNEY, CUPOLA LOADS AND C❑NNECTI❑NS SHALL SUPPLIED BY A/E OF RECORD, Approved Byl I REV, 5/21/lq REVi REV, 0U5TOMER: V I LLAD LTA CONSTRUCTION DATE, 3/II/Iq SCALE, 3/1611=1'-0" BY, GM SUB DIV, SALES: ADDRESS, FORT 5T. LUCIE FL PP`��. COUNTY: 5T. LUCIE l PH6 NO. LOT/BLOCK MAYRIDE5 RES.