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IIIIIIIIIIIIIIIIft <br />J <br />F PLAN ELEVATIOROD <br />I <br />VENTILATION REQUIRED <br />MAIN HOUSE <br />2,546 S.F. / 300 = 8.49 <br />8.487 / 2 = 4.24 <br />4.24 *144 = 611.04 SQ. IN. <br />611 SQ. IN. OF VENT REQUIRED <br />OFF -RIDGE VENTS <br />611 SQ. IN. REQUIRED <br />611 SQ. IN. PROVIDED (OFF —RIDGE VENTS) <br />f <br />GENERAL NOTES <br />1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO <br />SERVE AS A TRUSS DESIGN. <br />2. TOP PLATE HEIGHTS VARY. SEE BUILDING <br />SECTIONS, WALL SECTIONS AND ELEVATIONS FOR <br />BEARING HEIGHTS. <br />3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS <br />OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL <br />BE 16" O.C. MAX. OR AS OTHERWISE NOTED. <br />4. FRAME WALLS UP TO UNDERSIDE OF ROOF <br />TRUSSES AT ALL NON -BEARING WALLS AND AT <br />VOLUME AREA UNLESS NOTED OTHERWISE. <br />5. ALIGN TRUSSES AND HAND FRAMING SO ALL <br />GYPSUM WALL BOARD WILL BE CONTINUOUS FROM <br />FLOOR TO CEILING. <br />6. TRUSS MANUFACTURER TO INSURE DESIGN <br />CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: <br />A) ALL CEILING HUNG SOFFITS AND SOFFITS <br />WITH CABINETS AS SHOWN ON PLANS. <br />B) ATTIC LOCATED HVAC UNITS AS SHOWN ON <br />PLANS. <br />7. REFER TO MANUFACTURER SPECIFICATIONS FOR <br />INSTALLATION REQUIREMNTS OF ALL HARDWARE <br />BEFORE INSTALLATION. <br />8. PROVIDE BRACING AND BLOCKING PER BCSI-03 IN <br />ADDITION TO BRACING AND BLOCKING SHOWN ON <br />PLANS. <br />Islumcum <br />IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL <br />INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF <br />CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. <br />IS NOT RESPON ;IDLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR <br />CUSTOM CHANGI=S MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & <br />FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. <br />NO EXCEPTIONS, <br />N <br />P <br />o <br />N <br />2 <br />0 <br />C) CD r <br />h C) <br />Q� <br />L m C:) f <br />J <br />``^/� <br />J <br />N N <br />� t <br />3 <br />� L- � <br />r- W <br />�1 <br />® <br />'q-C <br />t� <br />�X <br />CD(a <br />�C/) <br />ca <br />J <br />0 <br />Dy %" <br />f Y: <br />J,`yU <br />gyp✓ <br />z <br />p <br />^y •? 0 , <br />3 p3 <br />J. ,i,� <br />} z z <br />i� z `x ° via <br />r '� <br />` • ��Sl w"Os <br />m zg <br />00 <br />zoo U! <br />O <br />Q•, <br />cu <br />a o B <br />O <br />sr <br />G� <br />c- <br />"' <br />''• G�� , . <br />03 <br />zd w <br />00Z. � <br />LU <br />v3 > <br />Z n cn _ 0 <br />p W <br />w ¢ cn U Li <br />2 <br />hZoUw¢ <br />Z <br />v <br />y' <br />�� 1\OJJNISQ:C:11:Y1:11 � <br />Lo <br />LO <br />i> <br />D <br />Z,Q <br />ID <br />UJ <br />title: <br />ROOF PLAN <br />a <br />project no. <br />os <br />2017447 <br />checked: <br />AB/MC <br />drawn: <br />date: <br />k' 07-27-17 <br />scale: <br />M, SHOWN <br />4B <br />The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. <br />