Loading...
14-946-004, IN 5.1 .._ —7 ..... ............. °..,..., I7UNIP5TER " + " + " " �. �.. n ....... ............................... .............. �. ". ... ...� N I 12'-41/4" 151-0" 25'-5 V2" 10 -8 3/4 12 -8 3/4 Ib-4 I/4 -5 I/2 . 4.- 8" ............... 24`- 0"...,.,..,......,...°...............,................ 58.- 8. 1/ 4.,.,.....,...,.,..............°. ........... ° °.........2 ?- 1t.5 /. ..-.,....................... .......:..,38.,3.1f4....,...".. ,. "...... 104 ❑ ® A-A :........ 5 PD I I PV - s , F..................... ................... T..... ... ................. .............,....",..... .... d ILt/� t/d i .............. . ....................... . .............. . ......................... it •'�1������' uuuuuumn +n r� u.unumnuni�a.uu�► ,: G7 /amiUlpl� G�110 m- IM110 1121IMw CZor,kaa m►� PAVEMENT - SEE STRUCTURAL. 1:12 SLOPE (MAX). YELL COMPACTED �— 1 /2" EXP. JOINT FILL (TYP). AND PERFORMED JOINT FILLER- COORD WITH STRUCTUAL (TYP). BACKFLOW N�- SEE PLUMBING /CIVIL VAI SLOPE TOP 4-1/2" VIA. CONCRETE FILLED STEEL BOLLARD, FIELD PAINTED SLOPE GONG. UP TO BOLLARD 1/2" EXPANSION JOINT WITH PRE- MOLVEV JOINT FILLER • I :•;:•:;; —EMBED BOLLARD INTO CONCRETE ?:. • FOOTING 15" VIA. CONCRETE ENCASEMENT REINFORCED WITH 5-#4 VERT. AND #5 TIES AT 12" O.G. SEALANT WITH BACKER ROD. G T PLASTER FINI (TYP . THE FOLLOWING LIFE SAFETY FEATURES Rtm t RF PnnvinFn AT TI F OF 6 CCU?ANCY: 1/2" EXPANSION ,JOINT WITH PRE - MOLDED JOINT FILLER. 1/2" EXPANSION JOINT WITH PRE - MOLDED JOINT FILLER. 11 V• V . iVi {'-y VIi!Y Yi iI i JJV Yi! iJ ViJiJi ii la.. ai is s I iai ai ii i,i iiiiiJ N.T.5. 5GALE: 1/2" = 1' -0" N.T.5. EXPANSION JOIN' DETAIL N.T.5. U7-, " ITE FLOOR PLAN KE'Y looms s •.� 221INVII12m ar 4sII----I ---- -, - NOTE: SEE WALL AND PARTITION SC44EDULE ON SHEET A -f3nn PIN2 nPSI:RIPTInN nP WAI I /PAIZTITInN 'TYFaFS ����'�' �� �-+. + ,r -_ as � _. '�a'� ■..■ ■.uuu...uu.u..u.n.,�•1�1�� ,�_ � 1 -.��► 'I' �' " „ ,� „ „ '_, MIN M,,w I -„�. -_ Of --mUm �� . ���• �iii�� �lilsm!*T�wr' .T�i�tl1•I�i�r�OL�JI I J� Iti� - Tam= _ Viii _ Im �9� WIPAM Warm= aim 00 1 ME I WE NO CA L% 11 L L L% ` mix G7 /amiUlpl� G�110 m- IM110 1121IMw CZor,kaa m►� PAVEMENT - SEE STRUCTURAL. 1:12 SLOPE (MAX). YELL COMPACTED �— 1 /2" EXP. JOINT FILL (TYP). AND PERFORMED JOINT FILLER- COORD WITH STRUCTUAL (TYP). BACKFLOW N�- SEE PLUMBING /CIVIL VAI SLOPE TOP 4-1/2" VIA. CONCRETE FILLED STEEL BOLLARD, FIELD PAINTED SLOPE GONG. UP TO BOLLARD 1/2" EXPANSION JOINT WITH PRE- MOLVEV JOINT FILLER • I :•;:•:;; —EMBED BOLLARD INTO CONCRETE ?:. • FOOTING 15" VIA. CONCRETE ENCASEMENT REINFORCED WITH 5-#4 VERT. AND #5 TIES AT 12" O.G. SEALANT WITH BACKER ROD. G T PLASTER FINI (TYP . THE FOLLOWING LIFE SAFETY FEATURES Rtm t RF PnnvinFn AT TI F OF 6 CCU?ANCY: 1/2" EXPANSION ,JOINT WITH PRE - MOLDED JOINT FILLER. 1/2" EXPANSION JOINT WITH PRE - MOLDED JOINT FILLER. 11 V• V . iVi {'-y VIi!Y Yi iI i JJV Yi! iJ ViJiJi ii la.. ai is s I iai ai ii i,i iiiiiJ N.T.5. 5GALE: 1/2" = 1' -0" N.T.5. EXPANSION JOIN' DETAIL N.T.5. U7-, " ITE FLOOR PLAN KE'Y looms s •.� 221INVII12m ar 4sII----I ---- -, - NOTE: SEE WALL AND PARTITION SC44EDULE ON SHEET A -f3nn PIN2 nPSI:RIPTInN nP WAI I /PAIZTITInN 'TYFaFS