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HomeMy WebLinkAbout2268-PA-0009ui 27 12:53:28 1993 s2-t36b K:\PL0TS\QUEUES\T3613\ARZ5Z.PRF SEALANT ALL AROUND l d \ v FIXTURE BASE 1 TVM MALFUNCTION LIGHT O 1 %2' RADIUS I' PLASTER w/ j CROUSE .HiNDS VXH15, BODY, s METAL LATH SEALANT ALL AROUND OF BEAM P50 BODY, 60A LAMP, AND _ j COUNTERFLASHING I,_iN G54 CLEAR GLOBE OR EOUAL GALV SHEET METAL —� I" PLASTER W/ — CURVED TO FORM FLASHING �6' X 6' X %2' METAL PLATE METAL LATH ON COLUMN I PROVIDE OPENING FOR CONDUIT 2 LAYERS- AND FASTENERS WOOD MOULDING TYPE 15 FELT I i THREADED PiPE COLLAR 1 V2 " I %2 ° 1 Od @ 12" O.C. %2' PLYWOOD , ATTACHED TO METAL PLATE 3 1/4" - _q• 3 1/4" $' � STAGGERED ,1, I RADIUS TS 12 X 6 ' W/ SELF TAPPING SCREWS I �-- — - — - — - — - — - — - — 2' DIA. METAL .PIPE 2'-6" 1 %2' DIA STUD BOLT , THREADED EACH END 1 @ 24' O.C. I 1 ELECTRICAL CONDUIT INSIDE PIPE REMOVED DETAIL I I I CONDUIT LOCATIONS V 3/s' REFER TO I I' PLASTER W/ ELECTRICAL DRAWINGS METAL LATH ON 1 i TS 12 X 6 X 5/8 CLAY ROOF TILE W/ MASTIC @ OVERLAPS GALV SHEET METAL j & WIND LOCKS CURVED TO FORM COLUMN DRILL HOLES SHIM AS REOUIRED I i I I � TYP COLUMN DETAIL 1 TVM MALFUNCTION LIGHT DETAIL 7 CURB AT COLUMN BASE DETAIL 10 1 ' N I%2' = I' -0' FONT5001 .DET PA -0009 IV2" = 1 1 _0, PA -0009 j � _ fONT500T .DET PA -0009 FONT5010 .DET A-0009 . y 1 CLAY TILE COVER PLASTER w/ , -- CEMENT METAL LATH ON 1 2 LAYERS- CURVED SHEET METAL i'� 1'-2' I %2' RADIUS TYPE 15 FELT WOOD MOULDING- %2' PLYWOOD W/ PLASTER & _ METAL LATH I j "N 1' PLASTER W/ ' I' PLASTER W/ j \_ METAL LATH ON 4' 1'-4' 4' I' PLASTER w/ METAL LATH ON = WOOD MOULDING— METAL, LATH ON 13 3 1 WOOD MOULDING /2 PLYWOOD, I' PLASTER W/ 2 X 4 1 V2' 11/2' METAL LATH ON 2 X 4 SILL 3 1/4 3 I/a' I/2' PLYWOOD PLATE W/ o ANCHOR BOLTS 3' RADIUS SEE STRUCTURAL �., 2' -6'6 PA -0009 1 I j DRIP SCREED Z -- CLAY ROOF TILE TOP OF FOOTING 0 W/ MASTIC @ �'---------- _ .. .. _ OVERLAPS & - Y p. a .D .D �. '.D D A-0009 ' WIND LOCKS `fl _ D:., DRIP SCREED NOTE: BOTTOM EDGE ALL 2 X 8 ROOF TOP OF PLATFORM " :� ° D ° 1 PLASTER W/ AROUND @ EACH COLUMN (TYP) FOR DIMENSIONS NOT ° p 5 SHOWN REFER TO ELEVATIONS JOIST (TYP) #---------- >;. ;, METAL LATH ON I REFER TO DETAIL 2 X 6 WOOD° ° p �D GALV SHEET METAL j BLOCKING ,; ,.;. ° D � . CURVED TO FORM COLUMN PA -0009 @ 24 O.C. ,D- D a D ..> o .D D o 2'-6' - RIDGE DETAIL 2 TYP COLUMN BASE SECTION 5 N TVM CANOPY COLUMN ELEVATION 14 1�2' = I' -0° FONTS002.DET PA -0009 1�2' _ I' -O' 4' 1, _4. q� FONT5005 .DET PA -0009 /4 ° _ .1 -0° FONT5014 .DET PA -0009 I' PLASTER W/ 31 I 3' CLAY ROOF TILE W/ CONDUIT LOCATIONS 3' X 6' OPENING METAL LATH ON I MASTIC @ OVERLAPS IN BASE PLATE WOOD MOULDING OF BEAM & WIND LOCKS REFER TO DRIP SCREED @ I' PLASTER w/ ELECTRICAL DRAWINGS - � I' PLASTER W/ _ 5 3/4� BIRD STOP 2 -6 BOTTOM EDGE METAL LATH ON 2 LAYERS- METAL LATH ON 1 CURVED SHEET METAL 1� I'-2' TYPE #15 FELT I" PLASTER w/ %2PLYWOOD I WOOD MOULDING 3 RADIUS METAL LATH ON x 2 NAILER I W/ PLASTER & 1/2' PLYWOOD METAL LATH i ASHI G 1 i S H M /8 p 2 4 X 4 STEEL TUBE SIMPSON LB212 FOR 2 X 8 JOIST, LB214 �qR 2 X 10 JOIST j 2' WOOD MOULDING i 1/2' PLYWOOD DIN — ' I' PLASTER W/ /_�ITAL LATH Z 2 w 2 X JOIST @ 16' 0. C 0 w 1/2' STR PL WOOD (BEYOND) I' PLASTER (BEYOND) W WOOD BLOCK I NG BLOCKED CEILING I r DIAPHRAGM DRIP SCREED 1' PLASTER w/ 6 METAL LATH ON j PA -0009 1/2' PLYWOOD ' I Q 2 X 4 , 2 X4 STUDS j 2X 4 SILL 1 PLATE W/ 1 ANCHOR BOLTS j SEE STRUCTURAL = 1 --- ' DRIP SCREED TOP OF FOOTING OUTLINE OF COLUMN ABOVE D D DRIP SCREED @ NOTE: = °. ° �: D , BOTTOM EDGE ALL FOR DIMENSIONS NOT �1= r AROUND @ EACH COLUMN (TYP) TOP OF PLATFORM CORNER BEAD (TYP) SHOWN REFER TO ELEVATIONS ONS- — - — - — - — - , , REFER TO DETAIL 5 ;° D. ° '; °, -� W/ 8d NAILS �' V) O� Y2' PLYWOOD SHAPED PA -0009 =z @ 6 O.C. @ Q I t> oD.p 5 D ,,l`�/ V I L o EDGES & 8d @ 12' 0. 1' PLASTER LATH W/ I TS 12 X 6 X /8 .9lFQF C��1�:'' 0 @ I NTERMED SUPPORTS ` tea_ <� ROOF EDGE DETAIL 3 TYP COLUMN BASE DETAIL fi TYP COLO N ELEVATION 9 TVM CANOPY COL BASE SECTION 1� (D o ( 11/2' - I ' -0" FONT5003 .DET PA -0009 11/2 ° _ i -O° F095006 .DET PA -0009 4 ° = 1 1 -0° FONT5009 .DET PA -0009 11/2 ° = 1 0 -0° FONT5012 .DET PA -0009 CHECKED BY .ate ar. '; ". DR.NO. Da TE APPROVED. v / CITY ENGINEER RE. NO. w z wDESIGNED BY Information confidential �— all plans, drawings, specifi- CONTRACT N0. C6320 R. BRAND QROF�ss�o^,q Q SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY CO��UTER RAIL — SAN BERNARDINO LINE cations, and or Information ! DRAWING N0. furnished herewith shall DRAWN BY KRq�\� Professional Engineering Servicesnd Staff Support for the Metrolink Regional Rail System 16777 ORANGE WAY F0NTANACALF0RNA remain the property of the FORD/RISLEY PA -0009 z Southern California Regional r- Rail Authority and CHECKED BY �,.A N A' M T L E IN! K A :n w C34931 T PAF$5� 5 ® LEU1 , EFow i REVISION SHEET NO. o w shall l I be held confidential, i dent i a i B. WILSON No. " w and shall I { not be used for k R. He'�Ms� Inc.: s 100 West Walnut Street Ex /30/95 =h Posadeno, California 91124 7/20/93 ADD. # I — REVISE DETAILS, REMOVE DETAIL R B DK any purpose not provided APPROVED BY p• ® CANOPY DETAILS U � for in agreements with the D KRAV I F `Sl �Q SCALE � m Southern California Regional qjF C! V 1L `�0�� 0 7/06/93 ISSUED FOR R BID Ra i I Author 1 ty.DATE of CA / AS NOTED a- ZREV DATEJ DESCRIPTION eY sua. APP. 7/06/93 APPROVED: RELEASED: Tue Jul 27 12,53,08 1993 s2-t36b K:\PL0TS\QUEUES\T36B\ARZ5.0.PRF I 1 � 1 1' PLASTER w/ 6 METAL LATH ON j PA -0009 1/2' PLYWOOD ' I Q 2 X 4 , 2 X4 STUDS j 2X 4 SILL 1 PLATE W/ 1 ANCHOR BOLTS j SEE STRUCTURAL = 1 --- ' DRIP SCREED TOP OF FOOTING OUTLINE OF COLUMN ABOVE D D DRIP SCREED @ NOTE: = °. ° �: D , BOTTOM EDGE ALL FOR DIMENSIONS NOT �1= r AROUND @ EACH COLUMN (TYP) TOP OF PLATFORM CORNER BEAD (TYP) SHOWN REFER TO ELEVATIONS ONS- — - — - — - — - , , REFER TO DETAIL 5 ;° D. ° '; °, -� W/ 8d NAILS �' V) O� Y2' PLYWOOD SHAPED PA -0009 =z @ 6 O.C. @ Q I t> oD.p 5 D ,,l`�/ V I L o EDGES & 8d @ 12' 0. 1' PLASTER LATH W/ I TS 12 X 6 X /8 .9lFQF C��1�:'' 0 @ I NTERMED SUPPORTS ` tea_ <� ROOF EDGE DETAIL 3 TYP COLUMN BASE DETAIL fi TYP COLO N ELEVATION 9 TVM CANOPY COL BASE SECTION 1� (D o ( 11/2' - I ' -0" FONT5003 .DET PA -0009 11/2 ° _ i -O° F095006 .DET PA -0009 4 ° = 1 1 -0° FONT5009 .DET PA -0009 11/2 ° = 1 0 -0° FONT5012 .DET PA -0009 CHECKED BY .ate ar. '; ". DR.NO. Da TE APPROVED. v / CITY ENGINEER RE. NO. w z wDESIGNED BY Information confidential �— all plans, drawings, specifi- CONTRACT N0. C6320 R. BRAND QROF�ss�o^,q Q SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY CO��UTER RAIL — SAN BERNARDINO LINE cations, and or Information ! DRAWING N0. furnished herewith shall DRAWN BY KRq�\� Professional Engineering Servicesnd Staff Support for the Metrolink Regional Rail System 16777 ORANGE WAY F0NTANACALF0RNA remain the property of the FORD/RISLEY PA -0009 z Southern California Regional r- Rail Authority and CHECKED BY �,.A N A' M T L E IN! K A :n w C34931 T PAF$5� 5 ® LEU1 , EFow i REVISION SHEET NO. o w shall l I be held confidential, i dent i a i B. WILSON No. " w and shall I { not be used for k R. He'�Ms� Inc.: s 100 West Walnut Street Ex /30/95 =h Posadeno, California 91124 7/20/93 ADD. # I — REVISE DETAILS, REMOVE DETAIL R B DK any purpose not provided APPROVED BY p• ® CANOPY DETAILS U � for in agreements with the D KRAV I F `Sl �Q SCALE � m Southern California Regional qjF C! V 1L `�0�� 0 7/06/93 ISSUED FOR R BID Ra i I Author 1 ty.DATE of CA / AS NOTED a- ZREV DATEJ DESCRIPTION eY sua. APP. 7/06/93 APPROVED: RELEASED: Tue Jul 27 12,53,08 1993 s2-t36b K:\PL0TS\QUEUES\T36B\ARZ5.0.PRF