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A. <br />C-A <br />I <br />TOP OF WALL <br />ELEV. 20'-0" <br />FINISH FL( <br />ELEV. 0'-0 <br />ELEVATION <br />BUILDING SECTION <br />SCALE: 1 /8"=1 '-0" <br />rj TOP OF WALL <br />ELEV. 20'-0" <br />FINISH FLOOR <br />ELEV. 0'-0" <br />ELEVATION PER LOCAL <br />SITE CONDITION <br />BUILDING SECTION <br />A-7 i SCALE: 1 /8"=1'-0" <br />4 BUIL <br />A-7 SCALE: 1/8"=1'-0" <br />T.O. FIN. <br />SCALE: 1 /8"=1'-0" <br />TO-RESTROOMS/LOUNGE PT3 v <br />MULLIONS (TYP.)� <br />4'X4'X5/8" FIRE RETARDANT <br />TREATED PLYWOOD SECURE TO <br />EXTERIOR WALL CONSTRUCTION <br />FOR EAS SERVER. <br />AREA <br />1)" 1'-1rA" <br />LINE OF SUPPORT <br />BEHIND WALL <br />INSTALL 2'-0" WIDE X ;/8" <br />PLYWOOD FULL HT. FOR <br />WALL PROTECTION AT LADDE <br />�—HOOP RINGS <br />CAGE VERTICALS- <br />(9) SPACES @ 40 <br />OFF CAGE CENTER <br />LINE AT LADDER <br />NOTE: <br />i BILCO LADDER UP SAFETY <br />POST SEE 1 1 /AS-1.1 <br />3" i I �\ 2'-6"x3'-0" INSULATED <br />WALOK PAS v� ROOF HATCH, SEE 10/AS-1.1 <br />BOTH SIDES /I1 1" ROUNDED EDGE & <br />GRIND I GRIND SMOOTH <br />�\ ROOF HATCH <br />FRAMING <br />=--------- <br />------------:_ <br />____:_-:::_:_:_- <br />- EN E RAL NOTES ::=-_-__ =:_- _-_-__.._....:-:-:-_ _- <br />1. <br />SEE <br />SHEET A-3 <br />FOR FLOOR AND WALL FINISHES. <br />2. <br />SEE <br />SHEET A-4 <br />FOR REFLECTED CEILING FINISHES <br />3. <br />ALL <br />PLYWOOD TO <br />BE 5/8" FIRE RETARDANT TREATED <br />4. <br />NOT <br />USED <br />1 <br />COORDINATE LOCATION AND METHOD OF <br />2 1/2 "X 1/2 STL. <br />111 <br />"x 1/2 FLAT GRAB <br />ATTACHMENT WITH FLOOR PLAN <br />BRACKET, WELD TO <br />I I <br />BAR WELD TO OUTSIDE <br />LADDER RAIL & TO <br />FACE OF LADDER <br />EXISTING <br />CONT. STRUCT. STL. <br />MEMBER (TYP EA. <br />(I <br />Li <br />RAILS (EA. RAIL) <br />v <br />o <br />"x <br />6 ROOF ACCESS LADDER PLAN <br />SIDE OF RAILS) <br />I I <br />2 1/2 1/2 BAR <br />LADDER RAILS <br />o _ <br />U� <br />FACE OF STUD <br />I I <br />INSTALL 2'-0" WIDE X <br />co <br />>_ <br />A-7 SCALE: 1 /2"-1'-0" <br />FOR REFERENCE ONLY <br />6 <br />I I <br />5/8" FRTD PLYWOOD <br />X <br />Q <br />RE: BLDG 'C' SHELL PACKAGE <br />A_7 <br />FULL HEIGHT FOR WALL <br />PROTECTION AT <br />D� <br />0 <br />I: <br />LADDER.Lu <br />V) <br />8 <br />UJ I — <br />BRIDGING FOR----,, <br />0 0 <br />LADDER SUPPORTS <br />II <br />AS REQ'D. (TYP) <br />N o <br />- PT1 BEYOND <br />—TS 4X4X1/4 <br />STEEL MEMBERS <br />Zo TO ROOF DECK <br />I <br />PAINT FULL <br />HEIGHT WALL PT1 <br />m <br />I <br />DING SECTION <br />C-4.7 <br />G2 <br />G2 <br />ENTRY <br />BACKING <br />C-4.7 <br />THRU WALL <br />T.O. FIN. FLR. <br />4 2/ <br />#6 RE -BAR LADDER <br />�0 <br />RUNGS W/ABRASIVE 0 � � <br />SERRATED STL. (TYP.) <br />I I 5/8 " FRTD PLYWOOD. x¢ <br />(' AS SCHED. - <br />m <br />1 I; L 4" x 4" x 3/8" I N <br />If I' x 2" LONG WITH 00 <br />1 /4 5/8 DIA. EXPANSIO <br />II ANCHOR TYP 0 <br />FIN. FLR. / <br />OSHA COMPLIANCE NOTE: <br />THE HEIGHT FROM THE FLOOR SLAB TO THE TOP OF THE ROOF <br />ACCESS HATCH CURB IS 17'-3". THEREFORE, A CAGE TO PROTECT <br />THE LADDER IS NOT REQUIRED BY OSHA REGULATIONS. G.C. SHALL <br />CONFIRM WITH OWN AND WITH STAPLES ON -SITE REPRESENTATIVE IF <br />CAGE IS STILL REQUIRED BY TENANT OR LANDLORD. <br />7 EXISTING SECTION LADDER PLAN <br />A-7 SCALE: 1 /2"=1'-0" <br />FOR REFERENCE ONLY <br />RE: BLDG 'C' SHELL PACKAGE <br />7 1 /4„ <br />T.O. WALL <br />(2) 4" CSJ 16GA <br />f 10' -4 5/8" <br />MTL STUD <br />T.O. STEEL <br />5/8 GYP. BD. <br />+ 10'-4" <br />WALL CAP <br />T.O. STOREFRONT <br />2"X6" METAL <br />,h <br />EL. 10'-0" <br />I I <br />TRACK WHERE <br />WALL IS 7 1 /4" <br />I <br />DEEP <br />� <br />BESAM UNI-SLIDE <br />DOOR UNIT <br />HEAD DETAIL @ <br />BESAM <br />:8:::UNISLIDE DOOR <br />�-7SCALE: 1 1/2"=1'-0" <br />5 3/8" —FRTD <br />PLYWD <br />HORIZONTAL <br />BLOCKING <br />CONDUIT RUNS - <br />SEE ELEC. <br />WRAP IN 5/8" <br />MTL. STUDS <br />TYPE "X" FIRE <br />,PTO. <br />1-0;-4„ <br />RATED GYP. BD. <br />PT1 <br />T.O. STOREFRONT <br />4" TBS CHANNEL <br />EL. 10 -0 <br />- <br />(2) 4" CSJ 16GA <br />WOOD SHIM <br />MTL STUD <br />CLEAR ANODIZED <br />GLAZING AS� <br />ALUMINUM <br />SCHEDULED <br />STOREFRONT <br />SYSTEM <br />HEAD DETAIL ENTRY <br />STOREF <br />A-7 SCALE: 1 1/2"=V-0" <br />INA <br />N <br />A-$ <br />N <br />00 <br />I <br />�t- <br />0000 <br />9 <br />DO <br />I �I <br />� I <br />' '-10"- 8" CMU <br />i <br />d- KNEE WALL <br />11 <br />a A-8 <br />LC) I I <br />I I <br />I f <br />2 <br />1 /4 TYP 1 /2 "x4-1 /2 "x4-1 /2" <br />`BASE PLATE W/(2)-3/4" O <br />,l EXPANSION ANCHORS <br />1" TYP <br />1/4 <br />N <br />% <br />BASE PLATE "E" <br />1� DETAIL (a- COLUMN 1.1 <br />A-7 / SCALE: 3/4 = 1'-0" <br />2,_8 3/8" <br />T-1 <br />XFMR <br />1 12.5KVA <br />TRANSFORMER <br />\-(2)-HILTI 1/2" 0 HIT <br />HY 20 6" WITH SCREEN <br />TUBES <br />0 0 <br />0 <br />,- -- KNEE BRACE PROVIDED <br />BY VENDOR NO.9 SEE <br />T-1 SHEET <br />(1)-HILTI 1/2" 0 HIT <br />HY 20 WITH SCREEN <br />TUBE <br />POWERPLUS PANEL <br />SWITCHBOARD -SEE <br />ELECTRICAL/ ELECTRICAL DWGS AND <br />(10 TELE COMM ROOM FLOOR ANCHORS AS PER <br />116MANUF. SPECIFICATION <br />EXISTING 8" REINFORCED Ct <br />POWERPLUS ANCHOR (1)-HILTI 1/2" O HIT <br />HY 20 WITH SCREEN <br />BRACKET # 300060. TUBE <br />TYP BY MANUFACUTER <br />(1)-HILTI 1/2" O HIT <br />HY 20 WITH SCREEN <br />TUBE <br />FINISHED GRADE <br />1 1 " CONCRETE SLAB <br />REINFORCED CONCRETE <br />FOUNDATION WALL SEE <br />STRUCTURAL DWGS. <br />NOTE: <br />GC TO PROVIDE TEMPORARY SUPPORT <br />FOR KNEE BRACE UNTIL ADHESIVE <br />FOR HILITI BOLT IS CURED <br />g,_4„ <br />4'--8 1/2" <br />I ! <br />I I <br />I I 11� I <br />I i <br />A 88 <br />I I <br />I 5B i <br />A-7 <br />5C 5A <br />A-7 A-7 <br />12'-0 Y2 <br />ENTRY <br />I I <br />I I <br />51_10„ <br />' 20'-0„I <br />%2' %2 1 <br />A-6 <br />11 PART PLAN ENTRY <br />SCALE: 1/2"=1'-0"N <br />t7) <br />VERIFY WITH <br />SITE SPECIFIC <br />CONDITIONS <br />9 <br />A-7 <br />Alk <br />4,_0„ 2„ <br />5 5/822 <br />'6 3/ <br />.�C <br />I <br />1 <br />I^ <br />IN <br />8 �- <br />A- 8 <br />w <br />N <br />9 <br />� <br />A-8 <br />� <br />1 <br />It- <br />9 <br />A-7 <br />3'-10"— 8" CMU j' <br />KNEE WALL <br />9 <br />I 1� <br />B 1/ <br />N <br />V <br />c <br />O <br />Q <br />V <br />(V C 00 <br />c>3 <br />�Lco�c <br />U <br />^♦ <br />Wco J ' U <br />2 <br />Et0 cu <br />� ALL <br />z <br />0) E- j <br />04 <br />W <br />� co U) ' <br />J <br />U <br />L <br />O <br />(/) <br />c`3 <br />s <br />W <br />c <br />O <br />E <br />E <br />O <br />i <br />! <br />co <br />coown <br />cZcna <br />Q <br />z <br />U <br />_� <br />® � ,, <br />• 0. <br />� � a t!1 <br />Lu <br />a <br />m CC <br />YeN <br />a <br />ZC <br />i <br />W <br />z <br />0 <br />w <br />ce <br />W <br />UJ <br />W <br />O <br />co <br />'Z:3I <br />0 <br />N <br />z <br />o <br />Z1 <br />0 <br />N <br />; <br />� <br />� <br />Zco <br />cn <br />zLu <br />0 <br />Lu <br />Co <br />N <br />W <br />u') <br />U <br />W C7 <br />