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13 <br />N <br />0 <br />CV <br />N <br />00 <br />G) <br />m <br />1'-11 114" <br />FT8 <br />SECOND FLOOR - FLOOR FRAMING PLAN <br />1 /411 = 1'-011 <br />2'-0 3/4" <br />PLUM13 ( <br />(V <br />O <br />N <br />N <br />00 <br />T <br />2 <br />IN <br />P <br />I <br />I <br />SECOND FLOOR - ROOF FRAMING PLAN <br />1 /411 = 1'-011 <br />12 <br />CJ3 <br />CJ1 <br />A— <br />F�FMI fo LNG, <br />PACK FOP, <br />CONNECTION. <br />CJ5 <br />CM <br />U <br />LO <br />U <br />� III II II <br />-0- 5/ 1611 <br />21-0ii <br />FICA, T 5�TDA9 <br />COPUP15FT LA13FACI <br />ANb 5PACI N6 <br />17r_V K l7 11/) Y_A I/' <br />0 <br />I _016 i <br />2' -0n <br />TYPCCA> 5 1 5�TIMCK <br />COPMF,5�f LVFLING <br />ANP 5PACIN6 <br />TRUSS NOTES: <br />THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS <br />ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF <br />TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS <br />MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP <br />DRAWINGS MUST BE REVIEWED AND APPROVED BY <br />DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD <br />PRIOR TO CONSTRUCTION. <br />TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL <br />SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS <br />NECESSARY DUE TO FINAL TRUSS DESIGN OR <br />CALCULATED REACTIONS. ALL MODIFICATION TO BE <br />REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER <br />OF RECORD PRIOR TO CONSTRUCTION. <br />ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE <br />FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE <br />APPROVED BY DESIGN STYLES, INC. PRIOR TO <br />CONSTRUCTION. <br />TYPICAL TRUSS CONNECTORS <br />1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. <br />2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME <br />CONNECTIONS. <br />3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO <br />TRUSSES W/ MTS16'S. <br />4. USE HETA20 FOR ROOF TRUSS TO MASONRY <br />CONNECTIONS. <br />5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY <br />CONNECTIONS. <br />6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME <br />CONNECTIONS. <br />7. THE PREVIOUS CONNECTORS APPLY UNLESS <br />OTHERWISE NOTED. <br />8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR <br />OTHER CONNECTIONS. <br />DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE <br />RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS <br />INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. <br />HAN6l F CH/�1' <br />AL_ HUS 26 (S I MPSON) <br />d a = LUS24 (S I MPSON) <br />J L= THA 422 (S I MPSON) <br />\ - HHUS46 (S I MPSON) <br />Labeled Fred Mark <br />ATTENTION' <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -B1 <br />30' Span or I ss 30, to 60' Span <br />Spreader Bar <br />\ 60 degrees <br />Y or less <br />2/3 to 1/2 ►l <br />Ta line span approx. Ta line span approx. <br />REFER TO BCSI -131 <br />Truss must be set this way if crane used. <br />Truss is an example, your truss may not match, <br />Insist crane operator sets truss this way. <br />General Notes <br />1) All parallel chord trusses, flat trusses and flat <br />girders have the top chord partially painted green <br />to be installed green side up. <br />All hangers to be Simpson HUS26 unless otherwise <br />2) noted. <br />All truss spacing is 24" O.C. unless otherwise <br />3) noted. <br />Per Truss Plate Institute SCSI—B1 recommendation <br />4) permanent X—bracing should be placed at a <br />maximum spacing 15` O.C. across the span, to <br />be repeated at a maximum of 20` between each <br />X—brace throughout the structure. <br />Please refer to BCSI-131 for any additional bracing <br />details. <br />ROOF LOADING SCHEDULE <br />TCLL = 20 PSF <br />TCDL = 7 PSF <br />BCLL = * PSF <br />BCDL = 10 PSF <br />TOTAL = 37 PSF <br />DURATION = 1.25 % <br />WIND SPD/TYPE = 150 <br />ENCLOSED <br />BLDG EXPOSURE = C <br />USAGE = RESIDEN'TIAL CAT II <br />WIND IMPORTANCE FACTOR = 1 <br />UPLIFTS BASED ON = 9.2 PSF <br />DESIGN CRITERIA <br />F°BC 2017 <br />TPI 2014 <br />Truss member design & connector plates <br />are designed for ASCE 7-10 and maximum <br />forces from both components and claddings <br />and main wind force resisting systems. <br />* These trusses have been reviewed to carry an <br />additional 10# psf non -concurrent bottom chord live <br />load. <br />FLOOR LOADING SCHEDULE <br />TCLL = 40 PSF, <br />TCDL = 10 PSF <br />BCDL = 5 PSF <br />TOTAL = 55 PSF <br />UPLIFT BLOCK <br />WALL KEY <br />31-1911 <br />1_17 % • i <br />CARPENTER <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />G, N, W, <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHGNEI <br />(800) 959-8806 <br />FAX: <br />(863) 294-2488 <br />BUILDER :LENNAR HOMES/TAMPA <br />PROJECT :VARIOUS <br />MODEL :1871 <br />CCA PROJ/MODEL/ALT <br />1527 / 1671B <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />DESIGNER PAGE <br />SHM <br />DATE <br />9 2019 JL <br />LAN# SCALE <br />N372987L 1 4" <br />??? 11/16/02 9:52 AM CCA46.dwg <br />i <br />0 <br />N <br />0 <br />v <br />LO <br />00 <br />LO <br />LL <br />3; �..,y <br />UU <br />0 <br />z <br />Q <br />) N <br />0 <br />W L. 10�? <br />CO <br />CY) N d <br />N <br />5 <br />V) V 7 M <br />0 <br />Z)6 o <br />o <br />�i U LL ag 0 <br />'^V) U w Q� <br />E 5 <br />W L 0 ri <br />D a <br />W <br />W W <br />0 LLI vi w O I— <br />wHQ W2_j W2YZcc Z <br />�o�_j¢o¢�¢�vo0 <br />Q Q V <br />?�X�Z�U_0Z2pp�Q� <br />0cnCC§oZ0Cf00 z � <br />w w- w <br />��Z <br />0- 10ww z 0 <br />¢~W0 H0ZgWLL o�O0Q <br />OQ 0 O oQZ�Q <br />LL FaU_ <br />f <br />N <br />N <br />OW <br />o <br />I--1 "00 <br />C) M O� <br />Q4 a Ln <br />Q LU Ln <br />a>-a00 <br />U <br />z I- <br />z <br />W <br />Jo <br />NO <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />ON <br />N <br />N <br />O <br />N <br />O <br />O <br />r <br />O <br />T-- <br />06 <br />O <br />N <br />4 <br />0 <br />TL <br />0 <br />6 <br />0 <br />6 <br />0 <br />O <br />O <br />00 <br />C <br />'^ <br />O <br />CD�� <br />� <br />o <br />NI <br />0 <br />cMI <br />0 <br />IU') <br />00 <br />O <br />■> <br />LL <br />Z Z <br />z o <br />N <br />UoE� <br />owv� <br />r' <br />F-w <br />°g <br />Lo <br />z <br />Z <br />LU <br />., <br />=m0Z <br />z <br />(^ <br />v <br />Z J <br />Z 3 <br />i'2Z0� <br />r—I <br />Z Z LL. <br />w i� <br />O�2z <br />Q00ULOzz <br />LU <br />Z r-I <br />¢ p <br />■ <br />Z <br />U <br />o�� <br />m <br />< <br />Z <br />z <br />W <br />W � <br />0) <br />N <br />LAST PLOT DATE <br />Nov. 3, 20 <br />.. <br />0 <br />i <br />2ND FLOOR ROOF <br />J <br />FRAMING PLAN <br />