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(1) 2x1i <br />TAPCONS <br />8" FF <br />EL 181 <br />HORIZON <br />BERRIDGE <br />EL�14' <br />� BEAR <br />CONT. FLASE <br />EL 13' <br />PROV <br />ON ALL a <br />FACE <br />CCW525 C <br />4" BRICK b <br />• 16" O.0 EO <br />112" GAY CLI <br />DRAINAGE <br />OR EQUAL <br />s" FOAM-FIL <br />W/ DAMPPR <br />DURO-LAST SINGLE -PLY <br />MEMBRANE ROOFING OVER 3" RIS <br />RIGID INSULATION <br />GALV METAL DECK <br />SEE STRUCTURAL <br />STRUCTURAL ROOF FRAMING, <br />SEE STRUCTURAL <br />EL 10-0' AFF. <br />FIN. CLG HT. <br />SEE A3.01 FOR CEILING TYPE <br />EL 0'-0" AFF. <br />T.O. SLAB <br />DUROLAST SINGLE <br />MEMBRANE ROOFI <br />RIS RIGID INSULAT <br />GALV METAL DEC <br />SEE STRUCTURAL <br />S <br />EL 10'-0" AFF, <br />F N CLG HT, <br />4" CONCRETE SLAT <br />FIBEF!MESH AND 6 <br />VAPOR BARRIER c <br />COMPACTED FILL <br />ALSO CIVIL 4 STRU <br />DRAWINGS BY OTH <br />wall section @ cook line 2 <br />A6.06 scale: 3/4"=1'-0' A6.06 <br />EL 22'-8" AFT <br />T.O. MASONRY <br />EL 19'-0" AFF <br />STL BEARING HT, <br />SEE STRUCT. DWGS <br />WATER RESISTIVE <br />RTICAL) BARRIER <br />ING HAT <br />16"OL. <br />E WITH ° <br />P AND <br />OTTOM DURO-LAST INSIDE <br />WALL TERMINATION, <br />SEE A1.01-6 <br />' EL 13'-0" AFT <br />I FIN. CLG HT. <br />I � . <br />` EL10 -6 AFT <br />BA. FIN. CANOPY <br />A1�2 <br />wall section @ kitchen & smoker 3 <br />scale: 3/4"= P-0" A6.06 <br />ZZ— <br />VERTICAL HIPLANK SIDING,1' EXPOSURE <br />ATTACHED DIRECTLY TO CMU Wf <br />FASTENERS, REFER t0 HARD IE TR <br />ALLOWABLE FASTENER SPACWG TABLE <br />SEE SHEET A8.0I FOR FINISH <br />S" CMU WALL 1U/ — <br />DAMPPROOFING (TYP) <br />CARLISLE CCW525 (OR <br />APPROVED ECIUAL) <br />Ix4 HARDI TRIM <br />EL 0'-0" AFT <br />TA. SLAB <br />wall section @ bar <br />scale: 3/4"=1'-0" <br />04. <br />• a ...o e <br />D <br />� O <br />DURO-LAST SWjLE-PLY ROOF <br />MEMBRANE <br />gAl2I <br />CONT, 6" STUD, 20 GA <br />611, 20 GA METAL FRAMING <br />24 O.C. <br />t CONT 6' TRACK <br />6", 20 GA METAL FRAMING • <br />1724 O.C. <br />m <br />CONT. 6" STUD, 20 GA <br />CONT. 6" TRACK <br />SEE A3.01 FOR CEILING <br />TYPE <br />bd0 CYPRESS WALL FINISH. <br />TOWAIE AND GROOVE <br />4' CONCRETE SLAB WITH FIBERNESH <br />6 MIL VAPOR BARRIER ON WELL <br />COMPACTED SOIL - SEE ALSO <br />CIVIL t STRUCTURAL DRAWINGS <br />DURO-LAST SINGLE -PLY <br />MEMBRANE ROOFING OVER 3" RI9 <br />RIGID INSULATION <br />GALY METAL DECK <br />SEE STRUCTURAL <br />L <br />U -q- IO <br />LO u") O <br />C <br />� 0 � <br />N <br />O O <br />x <br />c a <br />0 �- <br />s <br />CL <br />O <br />c <br />C <br />c <br />Q <br />_ <br />O <br />a) 00 <br />D N <br />M <br />O <br />or <br />U <br />C <br />A.- <br />_- <br />c .0 <br />u <br />N <br />O <br />I <br />U <br />Ln ) C <br />O <br />0 � <br />0 <br />0 <br />LO <br />� <br />© copyright <br />0 <br />.Q <br />0 <br />a� <br />revisions: <br />0 <br />IN <br />drawn: <br />checked: <br />date: <br />prof. no: <br />ON <br />LO <br />M <br />-2 CM <br />a o <br />'D cn <br />D .c n. <br />o <br />0 � <br />N C <br />o a °Q <br />� N <br />sc/d m/at <br />rd <br />3-21-08 <br />P07-15B <br />A6eO6 <br />