Laserfiche WebLink
r � N <br />I <br />A 0 <br />I <br />I <br />I <br />L J <br />ARCH SHINGLES ON APPROVED <br />UNDERLAYMENT PER ASTM <br />D226 ON ROOF SHEATHING ON <br />PRE-ENG TRUSSES AT 24" O.C. <br />19'-4 7/8" 12 <br />6 FOR STRAPPING REFER <br />HEEL HGT. TO ROOF FRAMING PLAN. <br />18'-8 7/8.... - <br />2ND FLOOR BRG HGT. <br />� �-0.1 <br />10'-8 3/4" <br />2ND FLOOR <br />9'-4" \` <br />BRG. HGT. ( 1 <br />9'-011 1 <br />PLATE HGT. <br />1 <br />8'-0° <br />TOP OF CMU COL. <br />*F'IN. <br />-0° FLOOR <br />S6 <br />REFER TO - <br />JJ/SA FOR <br />STEM WALL <br />7/8" CEMENTIOUS FINSIH <br />ON PAPER BACK LATH <br />ON BUILDING WRAP <br />ON EXT. SHEATHING ON <br />2X4'S AT 16" O.C. <br />ARCH SHINGLES ON APPROVED <br />UNDERLAYMENT PER ASTM <br />D226 ON ROOF SHEATHING ON <br />PRE-ENG TRUSSES AT 24" O.C. <br />DBL 2X W/ 1/2" PLYWOOD SPACER <br />12 <br />_3 <br />LINE OF BEAM BEYOND <br />INFILL FRAMING TO — <br />WIDTH OF 8"X8" COL. <br />BELOW. <br />REFER TO DOOR <br />SCHED FOR FRONT <br />DOOR <br />6.-4.. <br />WALL TO CENTER OF COL <br />s^ <br />8"X8" CM COL. WITH TEXTURED <br />CEMENT PLASTER FINISH REFER TO <br />ELEVATIONS REFER TO DETAIL THIS <br />SHEET <br />" BANDING <br />10" I <br />h <br />(V <br />GRADE <br />REFER TO FOUNDATION PLAN <br />AND DETAILS <br />(--A---� ENTRY SECTION ELEVATION "A"j yr=r-o• <br />SMOOTH TEXTURED <br />CEMENT PLASTER <br />FINISH <br />QJ <br />Q <br />J <br />Q <br />z <br />O <br />P: <br />a. <br />O <br />n fV <br />TEXTURED CEMENT <br />PLASTER FINISH <br />16" SMOOTH BANDING <br />4" SMOOTH <br />BANDING ABOVE <br />DOOR <br />SMOOTH TEXTURED <br />CEMENT PLASTER <br />FINISH AT COLUMNS <br />FINISH FLOOR <br />TYP. AT TOP <br />BANDING <br />SMOOTH BANDING <br />0 <br />z <br />Zo <br />00 <br />LL <br />O <br />2 <br />O <br />F- <br />0 <br />co <br />.o <br />Wa <br />A � <br />8 <br />�3 - <br />LU Z <br />wo°z z <br />Z2z <br />7009 <br />N epnZ ON <br />H ,QOi� WN <br />LU M <br />` W <br />Y'm-�z s <br />W <br />Y� m <br />LU <br />z6dad <br />O a <br />WWo00 <br />z LLIZg-= <br />z���oLU <br />I <br />W J <br />3z,Sv= <br />W d�ULLI <br />w <br />oFjUNWOO <br />DN3SQd'M <br />LL <br />W <br />J <br />O� <br />Q� <br />Q <br />1- <br />CL <br />N <br />'I- <br />O <br />W <br />N <br />Q <br />Z <br />� <br />LO <br />ago <br />Z <br />Q <br />1 <br />O <br />Z <br />W <br />Z <br />0 <br />J <br />9Q <br />W <br />W <br />W <br />U) <br />title: <br />FRONT ENTRY SECTION <br />ENTRY DETAIL ELEVATION "A" z project no <br />6 1/2" =1'-0" o checked: <br />m <br />drawn: <br />date: <br />DISCLAIMER N I scale: <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 />F <br />I <br />} <br />a <br />0 <br />2017407 <br />AB/EC <br />07-06-17 <br />AS SHOWN <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 />