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HomeMy WebLinkAboutBLDG1312-0056-Plans3'4' 031 033 40'5' 2 FLY A4-- 42 41 2 FLY 031 -- 03.3 E34: E34 033 031 9'10' -7 7- 410 '• .• An. COFFER ..• 20'-4-3/4' FLAT GLG \\\\ 201-4-3/4' FLAT CLG 7 1- 26'5-1/2' -71 2' 2' 21 / 2' 1' 20'-4-3/4' FLAT CLG 12 13 2_F r 031 7(50(›IKKKK 3'4' -) 0 031 • 033 314 w /// //7777,77,- 77 1/ IL L11 11-1 111 LU 26'10' ILI 0 40'5' Y5L7777.2= ZA47/17.772777.7 u_ u_ 2' 2 2' 2' LC J1 r'0'-0' 31 LAT CLG A 4'5' r V2 FLY A 3,5,LA 34S7I- 34 3'4' r C4_, 4'011-r CANT 7 FG1 F14 340r - 411 11— L C4 _J 7 fr F14 r F145111 L F14 13'5' 7,,$) ha' c<1 It LL 101-0' FLAT CLG 1 1- 111 IL LL IL U_ -?! 2' 2' 2' 2' 7' rr / z / /-77, Z7 -Z7 -Z / / / / / / / / / / / 19'4' L 1 L1 LJ L JL L JL FG2 F1 E 7 T r 4 FLY -IT 2211' 4 FLY r 2' LL 2' u . r 10,-0' FLAT CLG r r 4--- u_ L J L r 7 I- J 3'3' 2' , 2' 2' 1'6' 10'-0' PLAT CLG 31 0 0 0 61'2' 203' POLE) 13ACK 2-V4' f21.4N RIR3F3ON TH U._LL11_ IL 2' 2' 2' 2' 2' 7' 7 "7-7-7—_,y72 /, / /' r-/ 11_ / 71 2 2' 2' 2' 2' IL z .Z..x/7/7,x=1(7ZIA/ ,-1 L.1) r- FI5 FG2 F CI / / / 131 0-0' PLAT CLG 13'3-1/4 /=_Z 7:47/7_/./_z CA 20'9' cc\ LT)r 727) _J 2' 2' 2' 2' , 2' 2' F; 5'0-3/4' / H2 IL 4 L-1); 26'10' 13'7' 69'2' , 6'51 - 1 • / / e 5'1' F 2x6 F21135ON E3=AiRING LEGEND (ZZ/Z ] 0 - 0 201-4-3/42 APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG UJ/ L;EVEL RETURN -IEE. HEIGHT 247 NOM, TR,55 E 0 END ID:: 311 4 0 0 CY_ A 0 _1ty0 0 Li HOLD BACK D DETAIL 4x2 IDEE F FLOORS TOP 111-4' 511 10'-0' 4 GER 1_EGE\ED IRS ALL 2x HANGERS SHOWN ARE ITU 4-U26 UNLESS 0TED OTHERWISE. ALL 4x 5Y542 HANGERS &WOLIN ARE AHU46 UNLESS NOTED OTHER1JJI5E. • -RU55 INSTALLER 15 RESPONSIBLE FOR INSTALLING FECIFIED HANGER FOR TR1i55 TO TRUSS CONNECTIONE ''ER MANUFACTURER SPECIFICATIONS. Tu.) HANGERS UNLESS NOTED OTHEIRUJISE AHU2? AHL.14& 35 0 AkU2,6-2 0 0 ty 111 Cl_ _ 3 AHU2 AHU2a 4-1U2& -2 2 140 10 SPEcIAL coNNEcTION EBY oTHE5 OTICE Field F3rcing is not the resporisibility or the truss fabricator, truss dsignr, nor plate mnufacturer. Persons erecting trusses are cautioned to seec professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erction, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. Then no sheathing is aoplied directly to the top chords, they shall be braced at 24' c.c. max. Where no rigid ceiling is applied directly to the bottom chords, they shall be braced at o.c. max. Trusses snail be handled with reasonable care during erection to prevent excessive damage or personal injur. See Engineering for connections, nailine schedules, etc. NOTE: Labeling trusses Is a servie, not a requirement. Engineered drawings supercede labeling of trusses. It i5 the responsibilit of the builder to utilize engineered drawings when erecting trusss. Girder truss to eirder truss connections which exceed the capacity of a standard hanger or truss to wall connections are the responsibilitL of the builder. GENERAL NOTES • 1. TRUSSES SPACED 24' ON CNTE, U.ON. 2. ALL WALL, BEAM 4 COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY f3UIL1E. 4. 50MVALLEY FRAMING E3Y BUILDE. 5. f3OT.. 150TTOM OF TRUSS FROM ELEV. 0-0' NOTIC: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US. F.Q.T. WILL NOT BE RESPONSIESLE FOR ANY TRUSS CUT OR 'ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION DESIGN CITEIA: ASCE 1/10 WIND SPED: 110 MPH BUILDING TYPE: ENCLOSED EXPOSUE: C FRISK CATEGOY: 11 REV: ROOF L041:25 FL0C:2FR LOADS TOLL: 30 TCDL: 15 1SCLL: E3ODL: TOTAL: 55 ALLaiwaLE 25 INCREASE VP% LL DEFLECTION 30/240 TOLL: TCL: 13OLL: F5ODL: TOTAL: ALLOWABLE INCREASE 40 20 0 5 65 1.0 'EFLECTION UATJITY FRISS rL FAX: 3635 0MPA\ 95/, 9/5 33/ 95/) 9/8898O ARK CI\PAL 31 V 0 HFACH, L. 3306 ICDP DRAWING APPROVAL THIS DRAWING IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL DREVIOUS ARCHITECTURAL OR 011 -ER LAYOUTS. APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE VERIFY AD/GR INDICATE TRUSS PLACEVENT, DIRECTIONS, DIME \ISIONS, BEARING CONDITIONS, PITCHES, SHAPES, OVERHANGS. CHHNEY, CUPOLA LOADS AND CO\1NECTIONS SHALL BE SUPPI....IED BY A/E OF RECORD. Approved By: Date: REV: REV: CUSTOMER.: DATE: 2/12/14 SUB DIV: FDA ADDRESS: TOLL E3FRQTS, INC. SCALE: 1/4'.1'-O' BY: CM 1 SALES: - PAGE: 1 OF 1 IDU.6 \0. 1 4 SO25 AND GOLF 4 C.C. COUNTY: E3ROW4RD LOT/BLOCK 1 MODEL: TOSCANO lIdI ELEVATION: FIROVINCIAL CITY OFPARKLAND BUILDING DEP�RT��ENTg54-7B-5447 Date Received: Permit Number: 8LDG1312'0056 Lot: 71 Block:D Subdivision: PARKLANDGOLF Q COUNTRY CLUB Job Address: 10335[AK4E|LL4lT ^� Work Description: 71/D PG&CC Cont/actor: TOLL BROS NC Phone: 9549051350 DEPARTMENT Date Denied Date Approved nitiak ZONING LANDSCAPING ENGINEERING ~ ' FIRE STRUCTURAL ELECTRICAL PLUMBING MECHANICAL {