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HomeMy WebLinkAbout0815.93.85D [*- ! ) C4 C10 i I 1 1 j I I i 'i 14" W I I 1 � I j I.E.= 801.83 4" WS Ctl (C12 C13 Ct4 C1S I i i i I jl i ti I I j IN FCO I I I j + I FINISHED (FLOOR j Ida '' ELEVATION'= � � 5 803.5'/ +Q' -0" Fl. 7 ;(III 5" RD UP TO ' I (2514 SQ.FT.)! , EXTERIOR CO. SEE DETAIL P50 j N 5" ST % u H 2 v hh L N DIV. 2 '- „ 1 3 0 DIV. 15 C4 m FINISHED FLOOR EXTERIOR CO. SEE DETAIL P50 2 Y ELEVATION= ` N r I.E. 798.5 ! - NORTH FOUNDATION PLAN AREA 'C' - PLUMBING 2'W UP MB 4" WS 4" W I, 3" 6" W I� 4'WS UI i 4" W i 4'WSj UP i �iI i I I- I I ; PLAN NOTES O1 INSULATE WATER PIPING BELOW GROUND FROM CONCRETE ELEMENTS CONTINUOUSLY WITH 1/2" THICK ARAFLEX OR RUBATEX TO 6" A.F.F. TYPICAL EACH END AND A MINIMUM LENGTH OF 18" EXCEPT WHERE TOTALLY WITHIN CONCRETE PIPING SHALL BE INSULATED CONTINUOUSLY OVER ENTIRE LENGTH. O2 REFER TO `L' SERIES DRAWINGS FOR CONTINUATION. O3 WASTE PIPE DOWN ® 45' TO OBTAIN I.E. REQUIRED TO PASS UNDER FOUNDATION WALL. O4 2" CIRCUIT VENT UP. O5 REFER TO THIS SHEET; "ENLARGED FOUNDATION PLAN- PLUMBING' FOR WORK IN THIS AREA. C5 i C6 \! C7 I C8 I 2 DIV. 2 DIV. 2 EXTERIOR CO. SEE DETAIL 2 50 3' -O" DIV. 15 3' -0 "DIV. 15 5" ST ti I.E. 799. ' FCO - U W � 4 ST 4' W I.E. 79$.5' SEE DETAIL P20 4 i "THICK CONCRETE PAD 3 "W DN, UP I I -1 I.E. 801.0'(.1. -1 INLET) W„ FID 1 /2 "CW UP 2 V 4 "W FLOW CONTROL ORIFICE 2" W � 3 W I �I 14 PIPE SLEEVE TYPICAL OF 3 CONCRETE ACCESS BOX SEE DETI�IL P502 �3 "WS UP THREE LOCATIONS SEE DETAIL P50 4 „W 4 9 1 /2” CW UP 1 P50 4 "WS UP FD 2 W AQ 0- 2" WV FCO - 2 W 5T ! FCO FID 5 "ST - - - - -- - -- -- -- - - --0 SK FD WC WC k171/2"CW 4 "W WC \�-5" RD UP - TO RD /OFD 6 1 1 /2 "V (2244 SQ.FT.) UP IN WAALL 1 -1/2 "V �\ „ I 1/2 " H &CW UP O 2 W 13 I.E. 799.34' SEE DETAIL p20' W I 4 W 0 FCO I I I 1 /2" H &CW UP 4" W I FCO' 3" W I WC WC WC wC w 2 w I I 1 00, FD SK I 4 !I 2" W UP 2'1' W UP 1 /2r' H &CW Ue IN WALL 4" W �- -� 4 � I I I I ! ! I I.E. 801.83' ! I i ; NORTH ENLARGED FOUNDATION PLAN - PLUMBING , 4 GENERAL NOTES 1. CONTRACTOR TO COORDINATE ALL PIPE ROUTING WITH OTHER TRADES (MECHANICAL, ELECTRICAL, STRUCTURAL ETC.) PRIOR TO BEGINNING WORK. 2. REFER TO DRAWING P502 FOR PLUMBING SCHEDULES. 3. INVERT ELEVATIONS: ELEV. 803.5' = ELEV. +O' -0" ELEV. 818.5'= ELEV. +15' -0" ELEV. 831.5'= ELEV. +28' -0" !rN � C6 CC u o• , I Ni I, Ll - J CH �N I I j l L I i I � I I i � i 'N I� Nl-i I I oci -� N1 I SIN T CK II N� C4 (C5 � NORTH FOUNDATION PLAN AREA 'C' - PLUMBING 2'W UP MB 4" WS 4" W I, 3" 6" W I� 4'WS UI i 4" W i 4'WSj UP i �iI i I I- I I ; PLAN NOTES O1 INSULATE WATER PIPING BELOW GROUND FROM CONCRETE ELEMENTS CONTINUOUSLY WITH 1/2" THICK ARAFLEX OR RUBATEX TO 6" A.F.F. TYPICAL EACH END AND A MINIMUM LENGTH OF 18" EXCEPT WHERE TOTALLY WITHIN CONCRETE PIPING SHALL BE INSULATED CONTINUOUSLY OVER ENTIRE LENGTH. O2 REFER TO `L' SERIES DRAWINGS FOR CONTINUATION. O3 WASTE PIPE DOWN ® 45' TO OBTAIN I.E. REQUIRED TO PASS UNDER FOUNDATION WALL. O4 2" CIRCUIT VENT UP. O5 REFER TO THIS SHEET; "ENLARGED FOUNDATION PLAN- PLUMBING' FOR WORK IN THIS AREA. C5 i C6 \! C7 I C8 I 2 DIV. 2 DIV. 2 EXTERIOR CO. SEE DETAIL 2 50 3' -O" DIV. 15 3' -0 "DIV. 15 5" ST ti I.E. 799. ' FCO - U W � 4 ST 4' W I.E. 79$.5' SEE DETAIL P20 4 i "THICK CONCRETE PAD 3 "W DN, UP I I -1 I.E. 801.0'(.1. -1 INLET) W„ FID 1 /2 "CW UP 2 V 4 "W FLOW CONTROL ORIFICE 2" W � 3 W I �I 14 PIPE SLEEVE TYPICAL OF 3 CONCRETE ACCESS BOX SEE DETI�IL P502 �3 "WS UP THREE LOCATIONS SEE DETAIL P50 4 „W 4 9 1 /2” CW UP 1 P50 4 "WS UP FD 2 W AQ 0- 2" WV FCO - 2 W 5T ! FCO FID 5 "ST - - - - -- - -- -- -- - - --0 SK FD WC WC k171/2"CW 4 "W WC \�-5" RD UP - TO RD /OFD 6 1 1 /2 "V (2244 SQ.FT.) UP IN WAALL 1 -1/2 "V �\ „ I 1/2 " H &CW UP O 2 W 13 I.E. 799.34' SEE DETAIL p20' W I 4 W 0 FCO I I I 1 /2" H &CW UP 4" W I FCO' 3" W I WC WC WC wC w 2 w I I 1 00, FD SK I 4 !I 2" W UP 2'1' W UP 1 /2r' H &CW Ue IN WALL 4" W �- -� 4 � I I I I ! ! I I.E. 801.83' ! I i ; NORTH ENLARGED FOUNDATION PLAN - PLUMBING , 4 GENERAL NOTES 1. CONTRACTOR TO COORDINATE ALL PIPE ROUTING WITH OTHER TRADES (MECHANICAL, ELECTRICAL, STRUCTURAL ETC.) PRIOR TO BEGINNING WORK. 2. REFER TO DRAWING P502 FOR PLUMBING SCHEDULES. 3. INVERT ELEVATIONS: ELEV. 803.5' = ELEV. +O' -0" ELEV. 818.5'= ELEV. +15' -0" ELEV. 831.5'= ELEV. +28' -0" !rN � C6 CC u o• , FOUNDATION LEVEL KEY PLAN u t i li Ll - J L � I I � I I i � i FOUNDATION LEVEL KEY PLAN u t i