The URL can be used to link to this page

Home My WebLink About2605-12-7A r -7A i PIPE SCHEDULE LEGEND - ! MATERIALSSYMBOL ASS. DEBGRIP'TION SYMBOL $4615. DESCRIPTION W. WABTB ADV. A>80NO WATER A C.W. COLD WA N.W. CIA. CC422SAM AIR EiLiNGi , CA= C.A. LE. INYSW ELEVATION � — pw— .W. INDi1�Ct TE ' SERVICE LOCATION � FITTINGS -~ W-- c.0gaRRMN 28M . H. HIND • F.C.O. FLOOR CLEANOlIT' � AT .V �,► .O. CLEANOUT W/ WITH Q.D. I.UIGK DISCONNECT � .Y. 19 VALYN P.R.V. PREB REGULATM4 YALYE UP RI R iJP YARD Is30X DiV, . U ts.C. 4A8 COCK ,48V. FLR. � LEAD FREE SOLDERED FITTINGS tee ex18T. lci8 WATER P.O.C. PONT GR GOAQeCTIOI•t BEL. CSD. � LEAD FREE SOLDERED FITTINGS NASTE FLR. � TYLER 4-�3AND NO-1-I1��3 COI,�PL.iNC�S FIXTURE SCHEDULE �� 5EL. FLR. � TYLER 4- .:.AND NU-HU8 COUPL f NGS ROUGH- IN SERVICES - ABY, FLR. � TYLETYLER?-BAND 1*lO-HU5 COUPLINGS VENT 15E1,. FL940 .0 1_u Wu R. � TYLER 2-5AND NQ -HUS COUPLINGS ITEM FIXTURE U DESGf?IPTiON ACORN NO. 169-W-HS-N4-FV-FLT-ULF-BW, WATER SAVER, WATER 4. 2" _- FLOOR MOUNTED, ELONGATED BOWL, STAINLESS STEEL, - � 1 CLOSET 13LOWOUT TYPE, COMPLETE WITH ACORN CONCEALED FLUSH VALVE WITH PUSH SUTTON, HINGED SEAT AND BOLT CAPS. WATER ACORN NO. 1619-W-HS-N4-FV-FLT-ULF-BW-ADA-110, WATER CLOSET I -I/?" SAVER, FLOOR MOUNTED, ELONGATED BOWL, STAINLESS STEEL, (HANDICAP) �" �" Bv�.�WIT LETS WiTH ACORN CONGEALED FLUSH PUSH SUTTON, HINGED BEAT AND BOLT CAPS. ACORN NO. 1124-W-1-FV-FVT-ULF-gW WATER SAVER, WALL U .MOUNTED, ELONGATED RIM, STAINLESS STEEL. COMPLETE WiTH 1 URINAL i-I/�" -- �' i-11?" ACORN CONCEALED FLUSH VALVE WiTH PUSH BUTTON AND CARRIER WiTH WASTE ADAPTER. ACORN NO. 110b-W-i-FY-FVT-ULF-SW-ADA, WATER $AVER, WALL U URINAL I_1/4" 2" I_I/2" _ MOUNTED, ELONGATED RIM, STAINLESS STEEL. COMPLETE WITH . _L/I(HANDICAP) ACORN CONCEALED FLUSH VALVE WITH PUSH BUTTON AND CARRIER WiTH WASTE ADAPTER.IMOUNTED AT HANDICAP HEIGHT ---" .--- - ACORN NO. 1981 -i -3 -01`16 -GE -TE, WALL MOUNTED, STAiN1.E85 L STEEL, COMPLETE WITH ACORN AIRTROL FITTING, ACORN GRID 1 LAVATORY ir1 -- ?" DRAiN, BALL VALVE IN CHASE, TRAP ENCLOSURE AND - MCGUIRE NO. ?ILA P -TRAP IN CHASE. FD FLOOR 1/2' SRN NO. 2 -418 -E3 -P -1/P, CAST IRON DRAIN, C4:)('1PLETE WiTH 1 DRAIN T.P. -- 2" 1 -IPS' -- ROUND POLISHED BRONZE TOP, VANDAL -PROS SCREWS, TRAP PRIMER CONNECTION AND P -TRAP. TRAP P.P.P. NO. P-?, COPPER BODY, ADJUSTABLE, COMPLETE 1/20 _- -- -- -- WITACORN H 1/2" COPPER TYPE "L" PiPE TO RECEPTOR. (INSTALL 1 PRIMER PER MANUFACTURERS RECOMMENDATIONS). DF DRINKING NO. 16'i2 -I -BC -3 -ADA, WALL MOUNTED, STAINLESS STEEL, � 1 FOUNTAIN ice' -- 2 I-112" -- COMPLETE WITH VANDAL PROOF BOTTOM PLATE, �3ALL VALVE IN CHASE AND MoCxUIRE NO. 2180LA P -TRAP IN CHASE. +� NOSE " ACORN NO. 8104, RECESSED l+►IALL MOUNTED SOX, COMPLETE 1 Sims 3/4 -- -- -- -- WITH LOCKING DDDR, VAiiRk GRADE ACUUM BREAKER AND LOOSE KEY. . - 1 CLEANOUT 4' -- -- �� NO. Z -144 -NH -ZS -VP -K, COMPLETE WITH POLfBHED E3R�C'7NZE VANDAL PROOF TOP WITH LIFTING DEVICE. FLOOR 1 ZURN NO. Z-1419D-NH-ZB-VP-i�, ADJUSTABLE, COMPLETE WITH CLEANOUT -- -• •¢" " -- -- POLISHED BRONZE VANDAL PROOF TOP. FOR CONT. SEE CIVIL GENERAL NOTES I. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS, ELEVATIONS, AND CHARAGTERISTiCS OF ALL UTILITIES AND PIPING AND vHALL IMMEDIATELY NOTIFY THE ARCHITECT I.E. = -2.80 /GC OF ANY DiSGREPANCIES OR PROBLEMS. 1 � �" ?. EXACT LOCATIONS AND MOUNTING WEIGHTS OF PLU1"iB(iVG FIXTURES DF SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS. l 3. TRAPS FOR ALL LAVATORIES AND SINKS SHALL RUN STRAIGHT BACK . TO WALL WITH ALL REQUIRED OFFSETS HAPPENING HITHIN THE WALL. 4. ALL PLUMBING WORK SHALL BE INSTALLED 50 AS TO AVOiD INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND } L STRUCTURAL FRAMING. WOMEN MEN 5. TH CONTRACTOR E RAGTOR °+HALL GOORD (NATE 'THE LOCATION OF ALL GE (LING ACCESS PANELS WiTH THE ARCHITECTURAL REFLECTED CEILING PLAN AND THE ELECTRICAL LIGHTING LAYOUT. 2u dir 6. ALL GLEANOUTg SHALL BE INSTALLED WHERE EASILY ACCESSIBLE. u THE CONTRACTOR St -TALL COORDINATE ALL CLEANOUT LOCATIONS Fp 7Tff I I ? WiTH EQUIPMENT, CABINETS, ETC., AND THE ARCHITECT PRIOR TO ANY 1 1 i U INSTALLATION. -t. ALI- OF C iDN A I L P CDNNE T SHALL BE COORDINATED W f TH THE GENERAL CONTRACTOR PRIOR TO SID. �lG I WC f I I S. ALL VALVES, UNIONS, ETC. TO BE BAMS SIZE AS LiNE SIZE UNLESS 2„ OTHERWISE INDICATED ON DR'AW(NGg. FD TP I I 1/2" FD TP S. UNIONS SHA LL BE PROVIDED AND INSTALLED AFTER EACH VALVE AND PRIOR TO ALL EQUIPMENT CONNECTIONS. 10. ALL PIF'iNC� SHALL BE LATERALLY SUPPORTED IN ALL DIRECTIONS ?" I i 2 TO RESIST A MiN. OF 20% OF THE EQUIPMENTS OPERATING WEIGHT. ELECT, 2" � 2" STORAGE 11. AL1. WORK AND MATERIAL SHALL BE PERFORMED AND INSTALLED IN � COMPLIANCE WiTH THE FOLLOWING CODES AS ADOPTED AND AMENDED BY THE INSPECTING AUTO-IOidITY, NOTHING IN THESE DRAWINGS AWIS iS TO 2 B.V., TVP. BE CONSTRUED TO PERMIT WORK NOT C:ONFORMiNG TO THESE CODES OR OTHERS APPLICABLE TO THIS PROJECT: A. UNIFOR1"i BUILDING CODE. 411 I 2" C.W. DN. TO E3. UNIFORM MECHANICAL CODE. I I V.T.R. I I I C. UNIFORM Plt,q°�iB1NC* CODE. I I .FULL SIZE DR. HB I I D. NATIONAL ELECTRICAL CODE. f/?" i ( I E. CALIFORNIA CODE OF REGULATIONS. I I F. CALIFORNIA TITLE ?4. I I ?" 2,. I I I I 12. ALL WASTE AND VENT PIPING SHALL SLOPE AT 2% UNLESS OTHERWISE FD TP I I INDICATED ON PLANS. I 1 I FOR CONT. SEE CIVIL 13, HOLES FOR PiF'ING IN CONCRETE WALLS OR FLOORS SHALL BE DONE I ( I I USiNG GORE DRILLING EQUIPMENT. I i coNCEssioN I I 14. SEE ARCHITECTURAL DRAWINGS FOR HANDICAP FIXTURE LOCATIONS AND I ( I ( MOUNTING HEIGHTS. (INSULATE AL1. EXPOSED HOT WATER AND DRAIN PIPING: I I 4" I I BELOW HANDICAP LAVATORIES AND SINKS WITH INSULATING TAPE AND OFFSET P -TRAP AGAINST WALL. ALSO, ALL FLUSH VALVES SHALL BE TO I I I I WiDE SIDE 'OF STALL. II II i I I I 15. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL ISE CERTIFIED BY THE CALIFORNIA STATE ENERGY COMMISSION STANDARDS FOR T-24. II iI } I I GQ ( I 1.6. THE CONTRACTOR S -(ALL VERIFY THE EXACT DEPT44 AND LOCATION OF ALL EXISTING SEWER LINES TO SE CONNECTED TO PRIOR TO ANY OTHER NOW. 11. ALL PiPING INTO STEM WALLS AND P0OTINGS $HALL #3E DOUBLE HALF LAP WRAPPED WITH 1/8" THiCK "ARMOFLEk" INSULATION. THE CONTRACTOR SHALL ALSO PROVIDE BLOCKED OUT AREAS IN STEM WALL AND FOOTiNC�. ALL PIPINCs SHALL AVOID THE LOWER 8" OF THE FOOTING. 18. THE CONTRACTOR SHALL PROVIDE THE SEWER AND WATER SYSTEMS TO A POINT OF CONNECTION $'-fd' OUTSIDE OF BUILDING. PIPING BEYOND THIS POINT IS SHOWN AND SPECIFIED BY THE GIViL ENGINEER. 19. PRIOR r0 1310 THE CONTRACTOR °,HALL COORDINATE WITH THE EXISTING _ CONDITON OF THE SiTE SOILS FDR CORRO$IVITY AND PROVIDE ALL PROTECTION FOR UNDERGROUND PiPING AS RECOMMENDED BY THE SOILS . ¢OFES;gjO ENGINEER. AS A MINIMUM ALL UNDERGROt,WD CAST IRON t COPPER PIPE.. pP �ql AND FITTINGS SHALL BE ENCASED IN FLUM51NG A MIN. 8 MIL THICK LOW-DENSITY OR F� 4 MIL -THICK HIGH-DENSITY, CROSS LAMINATED POLYETHYLENE PLASTIC SLEEVE. ALL SLEEVES SHALL CONTINUE THRU ALL FLOOR I CONCRETE PENETRATIONS AND. TO A MIN. 4" ABOVE GRADE. FL00'fR ._ 1 ` 20. CONTRACTOR SHALL PROVIDE .6 BOUND .COPIES OF SUBMITTAL DATA ON II ,� ALL FIXTURES, MATERIAL AND EQUIPMENT. A LiST OF NAMES 19 NOT A VALiD �{ SALE � 1/411 = ll"�J� No. M20940 � SUBMITTAL. ALL ITEMS NOT SUBMITTED SHALL BE AS SPECIFIED ON PLANS. - 9 1 ■ ■ 0 Elul 8 MORGAN sura 118 IRVINE CA 92718 TEL. 714-887-3070 FAX. 714-380-7448 FLAIR ARCHITECTS EXPRESSLEY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF FLAIR ARCHITECTS. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD FLAIR ARCHITECTS HARMLESS. ■ �11�1111 F CAt-1Fa�� t i PIPE SCHEDULE LEGEND - ! MATERIALSSYMBOL ASS. DEBGRIP'TION SYMBOL $4615. DESCRIPTION W. WABTB ADV. A>80NO WATER A C.W. COLD WA N.W. CIA. CC422SAM AIR EiLiNGi , CA= C.A. LE. INYSW ELEVATION � — pw— .W. INDi1�Ct TE ' SERVICE LOCATION � FITTINGS -~ W-- c.0gaRRMN 28M . H. HIND • F.C.O. FLOOR CLEANOlIT' � AT .V �,► .O. CLEANOUT W/ WITH Q.D. I.UIGK DISCONNECT � .Y. 19 VALYN P.R.V. PREB REGULATM4 YALYE UP RI R iJP YARD Is30X DiV, . U ts.C. 4A8 COCK ,48V. FLR. � LEAD FREE SOLDERED FITTINGS tee ex18T. lci8 WATER P.O.C. PONT GR GOAQeCTIOI•t BEL. CSD. � LEAD FREE SOLDERED FITTINGS NASTE FLR. � TYLER 4-�3AND NO-1-I1��3 COI,�PL.iNC�S FIXTURE SCHEDULE �� 5EL. FLR. � TYLER 4- .:.AND NU-HU8 COUPL f NGS ROUGH- IN SERVICES - ABY, FLR. � TYLETYLER?-BAND 1*lO-HU5 COUPLINGS VENT 15E1,. FL940 .0 1_u Wu R. � TYLER 2-5AND NQ -HUS COUPLINGS ITEM FIXTURE U DESGf?IPTiON ACORN NO. 169-W-HS-N4-FV-FLT-ULF-BW, WATER SAVER, WATER 4. 2" _- FLOOR MOUNTED, ELONGATED BOWL, STAINLESS STEEL, - � 1 CLOSET 13LOWOUT TYPE, COMPLETE WITH ACORN CONCEALED FLUSH VALVE WITH PUSH SUTTON, HINGED SEAT AND BOLT CAPS. WATER ACORN NO. 1619-W-HS-N4-FV-FLT-ULF-BW-ADA-110, WATER CLOSET I -I/?" SAVER, FLOOR MOUNTED, ELONGATED BOWL, STAINLESS STEEL, (HANDICAP) �" �" Bv�.�WIT LETS WiTH ACORN CONGEALED FLUSH PUSH SUTTON, HINGED BEAT AND BOLT CAPS. ACORN NO. 1124-W-1-FV-FVT-ULF-gW WATER SAVER, WALL U .MOUNTED, ELONGATED RIM, STAINLESS STEEL. COMPLETE WiTH 1 URINAL i-I/�" -- �' i-11?" ACORN CONCEALED FLUSH VALVE WiTH PUSH BUTTON AND CARRIER WiTH WASTE ADAPTER. ACORN NO. 110b-W-i-FY-FVT-ULF-SW-ADA, WATER $AVER, WALL U URINAL I_1/4" 2" I_I/2" _ MOUNTED, ELONGATED RIM, STAINLESS STEEL. COMPLETE WITH . _L/I(HANDICAP) ACORN CONCEALED FLUSH VALVE WITH PUSH BUTTON AND CARRIER WiTH WASTE ADAPTER.IMOUNTED AT HANDICAP HEIGHT ---" .--- - ACORN NO. 1981 -i -3 -01`16 -GE -TE, WALL MOUNTED, STAiN1.E85 L STEEL, COMPLETE WITH ACORN AIRTROL FITTING, ACORN GRID 1 LAVATORY ir1 -- ?" DRAiN, BALL VALVE IN CHASE, TRAP ENCLOSURE AND - MCGUIRE NO. ?ILA P -TRAP IN CHASE. FD FLOOR 1/2' SRN NO. 2 -418 -E3 -P -1/P, CAST IRON DRAIN, C4:)('1PLETE WiTH 1 DRAIN T.P. -- 2" 1 -IPS' -- ROUND POLISHED BRONZE TOP, VANDAL -PROS SCREWS, TRAP PRIMER CONNECTION AND P -TRAP. TRAP P.P.P. NO. P-?, COPPER BODY, ADJUSTABLE, COMPLETE 1/20 _- -- -- -- WITACORN H 1/2" COPPER TYPE "L" PiPE TO RECEPTOR. (INSTALL 1 PRIMER PER MANUFACTURERS RECOMMENDATIONS). DF DRINKING NO. 16'i2 -I -BC -3 -ADA, WALL MOUNTED, STAINLESS STEEL, � 1 FOUNTAIN ice' -- 2 I-112" -- COMPLETE WITH VANDAL PROOF BOTTOM PLATE, �3ALL VALVE IN CHASE AND MoCxUIRE NO. 2180LA P -TRAP IN CHASE. +� NOSE " ACORN NO. 8104, RECESSED l+►IALL MOUNTED SOX, COMPLETE 1 Sims 3/4 -- -- -- -- WITH LOCKING DDDR, VAiiRk GRADE ACUUM BREAKER AND LOOSE KEY. . - 1 CLEANOUT 4' -- -- �� NO. Z -144 -NH -ZS -VP -K, COMPLETE WITH POLfBHED E3R�C'7NZE VANDAL PROOF TOP WITH LIFTING DEVICE. FLOOR 1 ZURN NO. Z-1419D-NH-ZB-VP-i�, ADJUSTABLE, COMPLETE WITH CLEANOUT -- -• •¢" " -- -- POLISHED BRONZE VANDAL PROOF TOP. FOR CONT. SEE CIVIL GENERAL NOTES I. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS, ELEVATIONS, AND CHARAGTERISTiCS OF ALL UTILITIES AND PIPING AND vHALL IMMEDIATELY NOTIFY THE ARCHITECT I.E. = -2.80 /GC OF ANY DiSGREPANCIES OR PROBLEMS. 1 � �" ?. EXACT LOCATIONS AND MOUNTING WEIGHTS OF PLU1"iB(iVG FIXTURES DF SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS. l 3. TRAPS FOR ALL LAVATORIES AND SINKS SHALL RUN STRAIGHT BACK . TO WALL WITH ALL REQUIRED OFFSETS HAPPENING HITHIN THE WALL. 4. ALL PLUMBING WORK SHALL BE INSTALLED 50 AS TO AVOiD INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND } L STRUCTURAL FRAMING. WOMEN MEN 5. TH CONTRACTOR E RAGTOR °+HALL GOORD (NATE 'THE LOCATION OF ALL GE (LING ACCESS PANELS WiTH THE ARCHITECTURAL REFLECTED CEILING PLAN AND THE ELECTRICAL LIGHTING LAYOUT. 2u dir 6. ALL GLEANOUTg SHALL BE INSTALLED WHERE EASILY ACCESSIBLE. u THE CONTRACTOR St -TALL COORDINATE ALL CLEANOUT LOCATIONS Fp 7Tff I I ? WiTH EQUIPMENT, CABINETS, ETC., AND THE ARCHITECT PRIOR TO ANY 1 1 i U INSTALLATION. -t. ALI- OF C iDN A I L P CDNNE T SHALL BE COORDINATED W f TH THE GENERAL CONTRACTOR PRIOR TO SID. �lG I WC f I I S. ALL VALVES, UNIONS, ETC. TO BE BAMS SIZE AS LiNE SIZE UNLESS 2„ OTHERWISE INDICATED ON DR'AW(NGg. FD TP I I 1/2" FD TP S. UNIONS SHA LL BE PROVIDED AND INSTALLED AFTER EACH VALVE AND PRIOR TO ALL EQUIPMENT CONNECTIONS. 10. ALL PIF'iNC� SHALL BE LATERALLY SUPPORTED IN ALL DIRECTIONS ?" I i 2 TO RESIST A MiN. OF 20% OF THE EQUIPMENTS OPERATING WEIGHT. ELECT, 2" � 2" STORAGE 11. AL1. WORK AND MATERIAL SHALL BE PERFORMED AND INSTALLED IN � COMPLIANCE WiTH THE FOLLOWING CODES AS ADOPTED AND AMENDED BY THE INSPECTING AUTO-IOidITY, NOTHING IN THESE DRAWINGS AWIS iS TO 2 B.V., TVP. BE CONSTRUED TO PERMIT WORK NOT C:ONFORMiNG TO THESE CODES OR OTHERS APPLICABLE TO THIS PROJECT: A. UNIFOR1"i BUILDING CODE. 411 I 2" C.W. DN. TO E3. UNIFORM MECHANICAL CODE. I I V.T.R. I I I C. UNIFORM Plt,q°�iB1NC* CODE. I I .FULL SIZE DR. HB I I D. NATIONAL ELECTRICAL CODE. f/?" i ( I E. CALIFORNIA CODE OF REGULATIONS. I I F. CALIFORNIA TITLE ?4. I I ?" 2,. I I I I 12. ALL WASTE AND VENT PIPING SHALL SLOPE AT 2% UNLESS OTHERWISE FD TP I I INDICATED ON PLANS. I 1 I FOR CONT. SEE CIVIL 13, HOLES FOR PiF'ING IN CONCRETE WALLS OR FLOORS SHALL BE DONE I ( I I USiNG GORE DRILLING EQUIPMENT. I i coNCEssioN I I 14. SEE ARCHITECTURAL DRAWINGS FOR HANDICAP FIXTURE LOCATIONS AND I ( I ( MOUNTING HEIGHTS. (INSULATE AL1. EXPOSED HOT WATER AND DRAIN PIPING: I I 4" I I BELOW HANDICAP LAVATORIES AND SINKS WITH INSULATING TAPE AND OFFSET P -TRAP AGAINST WALL. ALSO, ALL FLUSH VALVES SHALL BE TO I I I I WiDE SIDE 'OF STALL. II II i I I I 15. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL ISE CERTIFIED BY THE CALIFORNIA STATE ENERGY COMMISSION STANDARDS FOR T-24. II iI } I I GQ ( I 1.6. THE CONTRACTOR S -(ALL VERIFY THE EXACT DEPT44 AND LOCATION OF ALL EXISTING SEWER LINES TO SE CONNECTED TO PRIOR TO ANY OTHER NOW. 11. ALL PiPING INTO STEM WALLS AND P0OTINGS $HALL #3E DOUBLE HALF LAP WRAPPED WITH 1/8" THiCK "ARMOFLEk" INSULATION. THE CONTRACTOR SHALL ALSO PROVIDE BLOCKED OUT AREAS IN STEM WALL AND FOOTiNC�. ALL PIPINCs SHALL AVOID THE LOWER 8" OF THE FOOTING. 18. THE CONTRACTOR SHALL PROVIDE THE SEWER AND WATER SYSTEMS TO A POINT OF CONNECTION $'-fd' OUTSIDE OF BUILDING. PIPING BEYOND THIS POINT IS SHOWN AND SPECIFIED BY THE GIViL ENGINEER. 19. PRIOR r0 1310 THE CONTRACTOR °,HALL COORDINATE WITH THE EXISTING _ CONDITON OF THE SiTE SOILS FDR CORRO$IVITY AND PROVIDE ALL PROTECTION FOR UNDERGROUND PiPING AS RECOMMENDED BY THE SOILS . ¢OFES;gjO ENGINEER. AS A MINIMUM ALL UNDERGROt,WD CAST IRON t COPPER PIPE.. pP �ql AND FITTINGS SHALL BE ENCASED IN FLUM51NG A MIN. 8 MIL THICK LOW-DENSITY OR F� 4 MIL -THICK HIGH-DENSITY, CROSS LAMINATED POLYETHYLENE PLASTIC SLEEVE. ALL SLEEVES SHALL CONTINUE THRU ALL FLOOR I CONCRETE PENETRATIONS AND. TO A MIN. 4" ABOVE GRADE. FL00'fR ._ 1 ` 20. CONTRACTOR SHALL PROVIDE .6 BOUND .COPIES OF SUBMITTAL DATA ON II ,� ALL FIXTURES, MATERIAL AND EQUIPMENT. A LiST OF NAMES 19 NOT A VALiD �{ SALE � 1/411 = ll"�J� No. M20940 � SUBMITTAL. ALL ITEMS NOT SUBMITTED SHALL BE AS SPECIFIED ON PLANS. - 9 1 ■ ■ 0 Elul 8 MORGAN sura 118 IRVINE CA 92718 TEL. 714-887-3070 FAX. 714-380-7448 FLAIR ARCHITECTS EXPRESSLEY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF FLAIR ARCHITECTS. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD FLAIR ARCHITECTS HARMLESS. ■ ■ ■ JOB NO. g7 6 ■ ■ CITY DWG. NO. xxxx ■ ■ let SUBMITTAL 9-22-97 ■ e F1�00R PLAN 1A P1.1 Dwv. Na. 2605 ■ SHEET 12 OF 13 ■ �11�1111 ■ ■ JOB NO. g7 6 ■ ■ CITY DWG. NO. xxxx ■ ■ let SUBMITTAL 9-22-97 ■ e F1�00R PLAN 1A P1.1 Dwv. Na. 2605 ■ SHEET 12 OF 13 ■