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L <br />19'-4 7/8" <br />HEEL HGT. <br />18'-8 7/8-` <br />2ND FLOOR BRG HGT. <br />10'-8 3/4" <br />2ND FLOOR <br />9'-4" <br />BRG. HGT. <br />9'-0" <br />PLATE HGT. <br />8'-0" <br />TOP OF CMU COL. <br />REFER TO DOOR <br />SCHED FOR FRONT <br />DOOR <br />0'-Ott <br />FIN. FLOOR <br />REFER TO - <br />JJ/SA FOR <br />STEM WALL <br />81, <br />ARCH SHINGLES ON APPROVED <br />UNDERLAYMENT PER ASTMD 226 <br />ON ROOF SHEATHING ON <br />PRE-ENG TRUSSES AT 24" O.C. <br />FOR STRAPPING REFER <br />TO ROOF FRAMING PLAN. <br />7/8" CEMENTIOUS FINSIH ON <br />PAPER BACK LATH ON BUILDING <br />WRAP ON EXT. SHEATHING ON <br />2X4'S AT 16" O.C. <br />ARCH SHINGLES ON APPROVED <br />UNDERLAYMENT PER ASTMD 226 <br />ON ROOF SHEATHING ON <br />PRE-ENG TRUSSES AT 24" O.C. <br />DBL 2X W/ 1/2" <br />PLYWOOD SPACER <br />12 <br />l <br />LINE OF BEAM BEYOND <br />INFILL FRAMING TO <br />WIDTH OF COL. WRAP <br />BELOW. <br />DIMENSION IS TO THE <br />FACE OF SHEATHING <br />REFER TO DOOR SCHED FOR <br />FRONT DOOR <br />P.T. 4X4 POST WITH TUSCAN <br />COLUMN WRAP. REFER TO <br />DETAIL THIS SHEET <br />6-4" 10„ <br />WALL TO < OF COL <br />(V <br />GRADE <br />(-A_1 ENTRY SECTION ELEVATION "B" <br />" BANDING <br />GRADE <br />PROVIDE (2) SHUTTERS <br />APPLIED TO WALL <br />AS SHOWN <br />I L <br />TEXTURE CEMENT - <br />PLASTER FINISH Y. " <br />SMOOTH <br />BANDING <br />� I <br />IT <br />Nt L.•a .. p <br />N <br />co <br />Op .. <br />0 I <br />~O <br />m <br />FINISH FLOOR <br />ICI <br />LP®s—® <br />SMOOTH BANDING — <br />—{ r 9 3/8" <br />00 <br />i <br />0 <br />--I f 115/8" <br />-TUSCAN COLUMN - <br />WRAP <br />1'-4 3/4" <br />-TUSCAN BASE - <br />co <br />1'-1 3/4" <br />® L <br />i <br />9 3/8" <br />-TUSCAN- <br />CAPITAL <br />I _J <br />PT 4X4 POST W/ TUSCAN <br />COLUMN WRAP <br />IF COLUMN IS TO LONG CUT EXTRA FROM BOT. OF COLUMN <br />ENTRY DETAIL ELEVATION "B" <br />DISCLAIMER <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 RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR <br />CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & <br />FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. <br />NO EXCEPTIONS. <br />b <br />9 p/ <br />z� <br />a o Js� r1L' • y e'.. <br />o i <br />;§T d'�, C <br />o a w ��i <br />� o: <br />�FotL O ' r\�• ` ti <br />R i o N ° d Qf Q........ `tom <br />Wg� O AM <br />W <br />MWz <br />I�7-i� <br />zjgn^O � w ¢� <br />� oU.LU W <br />00�� -o Q <br />ti'r. N�^ <br />Wjoer <br />m Z <br />F=Q u ❑ <br />� � 1WJaJNa SC1:I'.41h\P41 <br />I_ <br />1 <br />t_ <br />title: <br />FRONT ENTRY SEC. B <br />z <br />project no. <br />2017447 <br />W <br />checked: <br />AB/MC <br />0 <br />m <br />drawn: <br />date: <br />07-27-17 <br />N <br />scale: <br />AS SHOWN <br />O <br />I <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 />