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-0 NOTES <br />GENER,4L N0lr=6 KEYE <br />NOTE: 5/6" SMOOTH BAND FLOAT FIN15H STUCCO <br />OVER CMU WALL SYSTEM <br />X = Broll MIN. IF Yl (0011 <br />X = 42" MIN, IF Yl - 54" 1. EXTERIOR STUCCO TO BE SMOOTH SAND FLOAT STUCCO FINISH, 0 SINGLE FLY ROOFING MEMBRANE OVER MIN. 3,20" 15050ARD <br />CONT. SPRINGLOCK FLASHING BY "FRY 5/a" SMOOTH SAND FLOAT FINISH STUCCO TYPICAL. INSULATION BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/4" <br />PULL 5IDF= REGLET" OVER CMU WALL SYSTEM MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS <br />F- <br />2. SEE FLOOR PLAN AND EXTERIOR ELEVATION$ FOR WALL SECTION <br />CONT. 4" CANT STRIP <br />LOCATIONS. <br />CONT. 4" CANT STRIP (D <br />MANEUVERING <br />-1/a" SMOOTH SAND FLOAT FINI <br />3. SEE EXTERIOR ELEVATION$ FOR ALL EXTERIOR FINISHES. <br />///i CLEARANCE <br />< <br />OVER 11TYvEK" STUCCO WRAP OVER 1/211 EXTERIOR GRADE <br />ANY WOOD FRAMING IN CONTACT WITH CONCRETE OR CMU TO BE <br />3 <br />PLYWOOD SHEATHINr <br />4. <br />PLY ROOFING MEMBRANE OVER <br />SINGLE <br />MIN. 3.20 15050ARD INSULATION - BUILD PRE55URE TREATED WOOD. WOOD CORNER MOLD - HHH 'lro5 <br />UP INSULATION AS REQUIRED V (D <br />L STEEL 5EAMS, <br />1/4" MIN. SLOPE TOWARDS ROOF DRAINS 5. SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURA LV. METAL LATH <br />1/6" SMOOTH SAND FLOAT FINISH STUCCO OVER GA <br />JOISTS AND ALL CONCRETE RE <br />(D <br />8" C.M.0 WALL SYSTEM - SEE STRUCTURAL FOR VERTICAL AND <br />MIW/ ro. CONTRACTOR TO COORDINATE ALL CEILING HEIGHTS WITH <br />-OUT BLOCK TIE <br />REINFORCED KNOCK 'AND NOTIFY ARCHITECT HORIZONTAL REINFORCEMENT <br />L - BEAM - SEE STRUCTURAL STRUCTURAL AND MECHANICAL DRAWINGS <br />NOTE: PUSH SIDE WITH ANY DISCREPANCIES UPON DISCOVERY- STEEL BAR JOIST - SEE STRUCTURAL <br />Y2 = 42" MIN.: STEEL BEAM - SEE STRUCTURAL <br />Y2 z 40" MIN. IF THE DOOR HAS <br />50TH A CLOSERAND A LATCH STEEL ANGLE - SEE STRUCTURAL <br />Hlw__�E SIDE APPROACH CONT. SPRINGLOCK FLASHING BY "FRY REGLET'l <br />METAL ROOF DECK - SEE STRUCTUR14L <br />(D 6" METAL STUD5AT Iro" O.C. (TYPICAL) - SEE STRUCTURAL <br />STEEL JOIST - SEE STRUCTURAL SEE STRUCTURAL <br />METAL ROOF DECK <br />G <br />NOTE: STEEL ANGLE - SEE STRUCTURAL FOUNDATION SYSTEM - SEE STRUCTURAL <br />Yl z 45" MIN. (D <br />Yl = 54" MIN. IF THE DOOR HAS I" RIGID INSULATION LINE OF PARAPET / WALL BEYOND <br />A CLOSER PULL BIDE G EXISTING STEEL BAR J015T - SEE STRUCTURAL <br />-7/77 ­­ ------- MANEUVERING <br />PULL 51DE -71 <br />MANEUVERING SEE STRUCTURAL <br />EXISTING STEEL BEAM <br />CLEARANCE CLEARANCE <br />VIA <br />DETA <br />IL EXISTING METAL ROOF DECK - SEE STRUCTURAL <br />2,41'' E <br />SCALE: 11/2" V-0" <br />REMOVE PORTION OF EX15TING METAL ROOF DECK AT STUD <br />LL FACE - SEE STRUCTURAL <br />7 <br />"X- SEE STRUCTURAL <br />2 rA REINFORCED CONCRETE SLAB ON GRADE <br />MIN <br />14 CLEAN, COMPACTED, TERMITE TREATED FILL <br />0 <br />+ <br />soft <br />V <br />z/i <br />PUSH 611DE APPROXIMATE GRADE <br />RUSH 51DE ...... . TOP OF EXISTING CONCRETE SLAB ON GRADE SEE STRUCTURAL <br />NOTE: NOTE: X X TOP Of: PARAPET (D <br />Y2 z 42" MIN. X m 12" MIN. IF THE DOOR PARAPET :1 <br />x . 1 1/2" EXPANSION JOINT MATERIAL <br />Y2 = 4a" MIN. IF THE DOOR HAS BOTH A CLOSER AND A ------ <br />HAS A CL06ER LATCH CONCRETE SIDEWALK - SEE SITE PLAN <br />LATC�4 SIDE A=ml4:Z0AC$4 FRONT APPROAC44 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULES AND SHEET IDI <br />(0 <br />4" METAL STUDS AT 16" O.C. (TYPICAL) - SEE STRUCTURAL <br />x x 4ro <br />CONTINUOUS BASE - SEE FINISH SCHEDULES AND SHEET IDI <br />x x x x It 10 <br />MMFEUVERWA C;LEARv44CF.6 AT 00MAY-5 10 -------- — -------- 0 EXISTING FOUNDATION SYSTEM - SEE STRUCTURAL <br />SCALE: 311ro" V-011� 3 A 2 <br />IS 2 10 G LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING <br />13'-a" A.F.F. Ak PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS <br />PULL BIDE - -------- - -- - - ------- - TOP OF 1/21' CD GYPSUM CEILING BOARD SEE CEILING PLAIN AND <br />x x x x DETAIL$ <br />MANEUVERING <br />10 ----- PARAPET <br />CLEARANCE x x x x <br />------ — -------- <br />_L_ 4(o 1/2" GYPSUM WALL 50ARD <br />/X <br />/ , �/, o" O.C. <br />/ 41 1/211 GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS AT I( <br />r (D OVER V RIGID INSULATION - EXTEND INSULATION TO UNDERSIDE OF <br />zz <br />- - --------- <br />x ROOF DECK. <br />x x <br />EXISTING EXTERIOR CMU WALL SYSTEM - SEE STRUCTURAL <br />PUSH SIDE <br />"Ell <br />CONCRETE BEAM - SEE STRUCTURAL <br />X <br />!�,/ 11 - S <br />LIGHT FIXTURE - SEE ELECTRICAL <br />MANEUVERING PUSH SIDE MANEUVERING PUSH SIDE 12 <br />CLEARANCE I I SCHEDULE <br />DOOR WINDOW SYSTEM - SEE DOOR WINDOW. <br />CLEARANCE I X/ <br />z <br />Roof: DRAIN SYSTEM SEE ROOF PLANS <br />x x <br />10'-4" AFF. <br />5 ro � I <br />.......... <br />x x ro" PVC LEADER SYSTEM FROM ROOF DRAIN TO 5TORMWATER <br />50TTOM OF <br />SYSTEM SEE Roof: PLAN AND CIVIL DRAWING <br />SOFFIT ....... ..... <br />.......... <br />26 R-11 BLANKET INSULATION AT SOUND PROOF PARTITIONS - <br />SEE FLOOR PLAN <br />WOOD CROWN MOLD - HHH 101B WITH I x 2 WOOD TRIM <br />FULL SIDE FULL SIDE <br />/ 41 4ro 1/2" EXTERIOR GRADE PLYWOOD SHEATHING <br />X z DEPTH NOTE: <br />DOOR PROVIDED WITH ALUMINUM COPING SET CAP FLASHING IN ADHESIVE OVER ICE AND <br />OF REGE&SED WALL WATER SHIELD WATERPROOF MEMBRANE <br />BOTH CLOSER AND LATCH <br />EXISTING CONCRETE BEAM - SEE STRUCTURAL <br />M*EUVE"l CLEARA42S AT REMSSW DOM ..CULTURED" STONE VENEER OVER SCRATCH COAT STUCCO. SEE <br />SCALE: 311ro" I'-O'l El. H EXTERIOR ELEVATIONS <br />8" PRECAST LINTEL - SEE STRUCTURAL <br />4 <br />5/6" SMOOTH SAND FLOAT FINISH STUCCO OVER CMU WALL <br />MANEUVERING MANEUVERING <br />CLEARANCE <br />,�7� CLEARANCE <br />4 REINFORCED KNOCK -OUT BLOCK TIE BEAM SEE STRUCTURAL <br />14" <br />04 <br />I H 3 5/8" METAL STUD FRAMING WALL AT Iro" O.C. <br />KNOCK -OUT BLOCK COURSE - SEE STRUCTURAL <br />LINE OF EXISTING METAL ROOF DECK AND NEW ROOF DECK <br />J7 EXISTING CONCRETE VAULT ROOF / WALL <br />FRONT APPROAr-W SIDE A :)ACH <br />_R 2" "Z" CHANNEL FRAMING <br />1/2" G.W.B. OVF <br />MANENERws CLEARANCES AT DOORWAYS W10 DOM RECESSED PEDIMAT. SEE FINISH SCHEDULES <br />SCALE: 3116" 1'-0" <br />v5 AT S" O.C. VERT. REINF. INTO EX15TING CMU, <br />DRILL AND EPDXY (I/ <br />WALL WITH 12" MIN. EMBEDMENT. SEE STRUCTURAL <br />NEW CONCRETE SLAB TO ALIGN WITH EX16TING ADJACENT <br />CONCRETE SLAB. <br />CLIP ANGLE - SEE STRUCTURAL <br />DOWEL CONNECTION BETWEEN NEW -SLAB AND EXISTING - SEE <br />rM STRUCTURAL <br />EXISTING CMU WALL SYSTEM - GC, TO VERIFY IF CMU WALL DOES <br />tL <br />NOT EXIST PROVIDE AS SHOWN <br />32 <br />MIN. 32 <br />z <br />21 <br />e— '000y A�`)i <br />25 <br />L <br />46 <br />22 <br />MIN. 25 <br />. ;z -1 rKEY FLAN <br />A 7 / '�/ 7L- <br />-OF SLAB <br />TOf <br />TOP Or- SLAB - — — — — — - <br />7 <br />N <br />I'D <br />-7-7, 7 Xl> <br />(y 7E 77 <br />N N <br />x <br />00 N, X­ M` ��x <br />X <br />N <br />Nl�/ <br />N <br />4. <br />20 2 <br />2 <br />14 <br />13 <br />(y T <br />/X� <br />�z 7,777,,��,�/\ <br />7777/, <br />/�7�7 <br />N X/ z <br />A�\/x\S/ \XK� <br />x <br />MIN, <br />F4A <br />0!J <br />I ell <br />MMEM", CLEARANCES AT DOM IN A SERIES UJALL 5EC:Tl0m WALL SECTION <br />SCALE: 3110" P-0" SCALE. 3/4" z I'-011 SCALE: 3/4" - V-011 <br />REVISIONS BY <br />CC <br />C) cz I­ <br />C\1 <br />E <br />C� IZ <br />E <br />v <br />E <br />Q d <br />C\] <br />m <br />00 <br />C\J <br />CD <br />cc., <br />ad <br />a) <br />C <br />(-) <br />0 <br />LAJ <br />x <br />Z <br />Ld <br />LJ a <br />q <br />V) 0 <br />Lu <br />0 <br />> <br />LLJ 0 <br />0 <br />0 <br />C <br />v <br />F- c,4 EL <br />02 <br />If <br />z o <br />00 <br />LLJ <br />0 <br />DOM <br />*5 <br />_J D <br />M <br />LL_ <br />Date: 06. 12. 12 <br />Project Mgr: AAY <br />Drawn: AZP <br />I Job: 10-61 1 <br />Sheet <br />A6f <br />