Laserfiche WebLink
EQUIPMENT LIST <br />SYMBOL <br />ELECTRIC WATER HEATER: <br />GPM <br />"AO SMITH" CUSTOM Xi SERIES HEAVY DUTY COMMERCIAL ELECTRIC WATER HEATER, MODEL <br />EWH <br />OSE -30 OR EQUAL. NEATER SHALL BE RATED AT 3 KW., 20K 30, 60 HZ., 8.3 FLA. <br />REGULATOR <br />MAX. CAPACITY <br />TANK SHALL BE 30 GALLON CAPACITY AND BE CONSTRUCTED IN ACCORDANCE WITH ASME <br />1 G <br />CODE. HEATER TO PROVIDE 20 GPH RECOVERY AT A 6G F TEMPERATURE RISE. <br />PHASE <br />MAXIMUM OPERATING WEIGHT o 400 LBS, <br />PRESSURE <br />SET OUTLET TEMPERATURE TO 120°F. <br />LOAD {CFF)) <br />DOMESTIC WATER HEATER (GAS FIRED) - <br />GPR <br />"AO SMITH" CYCLONE MXi MODULATING BURNER CONDENSING GAS FIRED WATER HEATER, <br />GWH <br />MODEL BTU -120(A) OR EQUAL. HEATER SHALL BE RATED AT 120,000 BTUH INPUT AND <br />PROVIDE 173 GPM RECOVERY AT AN 80-F TEMPERATURE RISE. TANK SHALL BE 60 GALLON <br />\jG/ <br />CAPACITY AND BE CONSTRUCTED IN ACCORDANCE WITH ASME CODE. PROVIDE WITH MODEL <br />967 <br />9006328005 CONCENTRIC VENT INTAKE/FLUE KIT AND MODEL 900796005 CONDENSATE DRAIN <br />1 G <br />NEUTRALIZATION KIT. MAXIMUM OPERATING WEIGHT = 750 LBS. <br />---ORWL <br />SET OUTLET TEMPERATURE TO 120°F. <br />DOMESTIC HW CIRCULATING PUMP SCHEDULE <br />SYMBOL <br />MANUFACTURER, <br />GPM <br />TDH <br />MOTOR <br />DATA <br />REGULATOR <br />MAX. CAPACITY <br />OPERATING <br />ORIFICE <br />VOLT <br />PHASE <br />HERTZ <br />PRESSURE <br />MODEL NUMBER, & SIZE <br />LOAD {CFF)) <br />(FT-)WEIGHT <br />GPR <br />(POUNDS) <br />CP <br />BELL & GOSSET <br />2 PSI <br />1,200 <br />967 <br />3/81$0 <br />1 G <br />MODEL: 1800 <br />---ORWL <br />1G <br />MODEL. NBF-9U/LW <br />1.0 <br />2 <br />0.055 <br />120 <br />10 <br />60 <br />2 PSI <br />10 <br />CP <br />BELL & GOS SET <br />2 <br />MODEL: 1800 <br />BV, <br />BALANCE VALVE <br />7" W.C. <br />CKV. <br />CHECK VALVE <br />2G <br />MODEL: NBF-9U/LW <br />1.0 <br />2 <br />0.055 <br />120 <br />1 <br />60 <br />T & P <br />10 <br />NOTES: <br />0 <br />7" WC_ <br />1. PROVIDE EACH PUMP WITH PROVIDE COMBINATION <br />TC -1 AUTOMATIC TIMER KIT AND AOS -3/4" <br />AQUASTAT. <br />2. TIMER TO BE SET TO OPERATE FROM 7 AM - 5 <br />PM OR AS DIRECTED BY OWNER. <br />3. AQUASTAT TO BE SET FOR IOFF <br />AFF. <br />1. CONTRACTOR TO PROVIDE REDUCERS AS <br />4. PROVIDE UNION CONNECTIONS AT EACH PUMP -- <br />3/4" INLET/OUTLET <br />GAS PRESSURE <br />EGULATOR SCHEDULE <br />SYMBOL <br />MANUFACTURER, MODEL <br />BODY <br />SIZE <br />INLET/OUTLET <br />REGULATOR <br />MAX. CAPACITY <br />REGULATOR <br />OPERATING <br />ORIFICE <br />- <br />NUMBER, & SIZE <br />-�-�-�---po <br />PRESSURE <br />(CFI-)) <br />LOAD {CFF)) <br />SIZE (0) <br />GPR <br />AMERICAN METER COMPANY <br />1 <br />1/2- <br />2 PSI <br />1,200 <br />967 <br />3/81$0 <br />1 G <br />MODEL: 1800 <br />---ORWL <br />7" W.C. <br />--®-®CD <br />CONDENSATE DRAIN <br />GPR <br />AMERICAN METER COMPANY <br />1 <br />1 /2'� <br />2 PSI <br />1,200 <br />460 <br />3/8"0 <br />2 <br />MODEL: 1800 <br />BV, <br />BALANCE VALVE <br />7" W.C. <br />CKV. <br />CHECK VALVE <br />G'PR <br />AMERICAN DIETER COMPANY <br />1 <br />1/2- <br />2 PSI <br />2,800 <br />1,920 <br />7/8"o <br />T & P <br />MODEL: 1800 <br />TEMPERATURE AND PRESSURE RELIEF LINE <br />0 <br />7" WC_ <br />DIAMETER <br />ABC <br />NOTES: NOTES: <br />AD / AP <br />ACCESS DOOR / ACCESS PANEL <br />AFF. <br />1. CONTRACTOR TO PROVIDE REDUCERS AS <br />REQUIRED <br />TO FIT VALVE BODY SIZE. <br />ABOVE FINISHED GRADE <br />2. GPR TO BE FOR NATURAL GAS. <br />AIR OUTLET <br />OF <br />11 1 ■!�i e <br />ALL MECHANICAL AND PLUMBING COMPONENTS SHALL DE ANCHORED AND INSTALLED PER THE DETAILS ON <br />THE DSA APPROVED CONTRACT DOCUMENTS. WHERE NO DETAIL IS INDICATED, THE FOLLOWING <br />COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS <br />PRESCRIBED IN THE 2013 CBG. SECTION 1616A.1.18 THROUGH 1616A.1.26 AND ASCE 7-10, CHAPTERS IS, <br />16 AND 30. <br />1. ALL PERMANENT EQUIPMENT AND COMPONENTS <br />2. TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED) TO THE <br />BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS, OR WATER. <br />3. MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE THAN 8 TOURS AND HEAVIER <br />THAN 400 POUNDS ARE REQUIRED TO BE ANCHORED WITH TEMPORARY ATTACHMENTS. <br />THE ATTACHMENT OF THE FOLLOWING MECHANICAL COMPONENTS SHALL BE POSITIVELY ATTACHED TO THE <br />STRUCTURE, BUT NEED NOT BE DETAILED ON THE FLANS. THESE COMPONENTS SMALL HAVE FLEXIBLE <br />CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT. <br />A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET <br />OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE <br />COMPONENT. <br />B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS <br />THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A <br />WALL. <br />FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THE INSTALLATION <br />SHALL BE SUBJECT TO THE APPROVAL OF TETE STRUCTURAL ENGINEER OF RECORD AND THE DSA <br />DISTRICT STRUCTURAL ENGINEER, THE PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND <br />EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE: WITH THE ABOVE REQUIREMENTS. <br />PIPING AND DUCTWORK SYSTEM BRACING NOTE: <br />PIPING AND DUCTWORK SHALL BE BRACED TO COMPLY THE FORCE AND DISPLACEMENTS PRESCRIBED IN <br />ASCE 7-10 SECTION 13.3 AS DEFINED IN ASCE 7-10 SECTION 13.6.8, 13.6.7, AND 13.6.5.6, AND 2013 <br />CBG, SECTIONS 1616A.1.23, 1616A.1.24, 1616A.1.25, AND 1615A.1.26. <br />THE BRACING AND ATTACHMENT TO THE STRUCTURE SHALL BE DETAILED ON THE APPROVED DRAWINGS <br />OR THEY SHALL COMPLY WITH ONE OF THE OSHPD PRE -APPROVALS (OPM #) AS MODIFIED TO SATISFY <br />ANCHORAGE REQUIREMENTS OF ACI 318, APPENDIX D. <br />COPIES OF THE MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF HANDING AND <br />BRACING OF THE PIPE AND DUCTWORK SYSTEMS. <br />THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT <br />THE HANGER AND BRACE LOADS. <br />rA r <br />S0 <br />�. ` <br />ALL WORK PERFORMED UNDER THIS CONTRACT IS TO CONFIRM TO THE FOLLOWING CODES AND <br />REGULATIONS: <br />1. CALIFORNIA ADMINISTRATIVE CODE, 2013 <br />2. CALIFORNIA BUILDING CODE, 2013 <br />3. CALIFORNIA MECHANICAL CODE, 2013 <br />4. CALIFORNIA PLUMBING CODE, 2013 <br />5. CALIFORNIA FIRE CGDE, 2013 <br />6. CALIFORNIA ELECTRICAL CODE, 2013 <br />7. CALIFORNIA ENERGY CODE, 2013 <br />THE ABOVE CODES AND REGULATIONS REFER TO THE LATEST EDITION OR REVISION IF FORCE ON THE <br />DATE OF THE CONTRACT, UNLESS OTHERWISE STATED. NOTHING ON THE DRAWINGS IS TO BE CONSTRUED <br />AS REQUIRING OR PERMITTING WORK THAT IS CONTRARY TO THE LISTED CODES AND REGULATIONS, OR <br />OTHER LOCAL, STATE OR FEDERAL CODES OR REGULATIONS WHICH MAY BE APPLICABLE. <br />07 "fir, NO ff MR. , "ke <br />1. MECHANICAL AND PLUMBING DETAILS APPLY TO ALL BUILDINGS WHETHER REFERENCED OR NOT. <br />2. PROVIDE FIRE STOPPING ASSEMBLY PROTECTION FOR PIPE PENETRATIONS OF RATED ASSEMBLIES. FIRE STOP <br />RATING SMALL MATCH RATED ASSEMBLY BEING PENETRATED. <br />3. PLUMBING AND FIRE SPRINKLER PIPING SHALL OFFSET OVER OR UNDER DUCTS. COORDINATE WITH HEATING <br />CONTRACTOR. <br />4. PLUMBING CONTRACTOR TO OFFSET PIPING AROUND SKYLIGHTS. <br />5. PLUMBING CONTRACTOR TO OFFSET PIPING AROUND ROOF ACCESS LADDERS. <br />6. PIPING SHALL NOT PENETRATE INTO, OVER, OR THROUGH IT CLOSETS OR ELECTRICAL ROOMS UNLESS IT SERVES <br />THAT SPECIFIC ROOM. <br />7. REFERENCE ARCHITECTURAL DRAWINGS FOR ADDITIONAL PLUMBING WORK ASSOCIATED WITH DOWNSPOUTS. <br />8. DRAWINGS SHALL BE CONSIDERED DIAGRAMMATIC. THE CONTRACTORS SHALL COORDINATE LOCATION OF ALL <br />PLUMBING PIPING AND FIRE SPRINKLER PIPING WITH ALL OTHER TRADES ON THIS PROJECT. <br />9. ALL VALVES SHALL BE FULL. LINE SIZES UNLESS NOTED OTHERWISE. <br />10. PROVIDE WALL CLEANOUT AT ALL SINKS, LAVATORIES, AND URINALS. <br />... . ...... . .......... . .... <br />-- - <br />DOMESTIC COLD MATER LIME <br />- -- <br />DOMESTIC HOT WATER LINE <br />�---� -- - - <br />DOMESTIC HOT WATER RETURN <br />------NPW <br />- <br />NON POTABLE WATER <br />-�-�-�---po <br />-- <br />SOIL OR WASTE LINE BELOW GRADE <br />SOIL OR WASTE LINE ABOVE GRADE <br />INDIRECT WASTE LINE <br />-------.-------- <br />TIENT LINE <br />---� RWL ®-s- <br />RAINWATER LEADER LINE <br />---ORWL <br />OVERFLOW RAINWATER LEADER LINE <br />--®-®CD <br />CONDENSATE DRAIN <br />NATURAL GAS LINE (LOW PRESSURE) <br />a ---- --MG- <br />MEDIUM PRESSURE NATURAL GAS LINE <br />-•---� i6t.-- <br />BLv. <br />BALL VALVE <br />BV, <br />BALANCE VALVE <br />CKV. <br />CHECK VALVE <br />LH.GC. <br />LEVER HANDLE GAS COCK <br />��----- <br />THERMOMETER <br />UNION <br />T & P <br />TEMPERATURE AND PRESSURE RELIEF LINE <br />0 <br />DIAMETER <br />ABC <br />ABOVE CEILING <br />AD / AP <br />ACCESS DOOR / ACCESS PANEL <br />AFF. <br />ABOVE FINISHED FLOOR <br />AFG. <br />ABOVE FINISHED GRADE <br />AO <br />AIR OUTLET <br />OF <br />BELOW FLOOR <br />Cl <br />CAST IRON <br />4) COTE <br />CLEANOUT TO FLOOR <br />4' COTG <br />CLEANOUT TO GRADE <br />CP <br />CHROMIUM PLATED <br />lF- CO. <br />CLEANOUT <br />CW (D)(R) <br />COLD WATER (DROP) (RISER) <br />DD. <br />DECK DRAIN <br />(E), (N) <br />EXISTING, NEW <br />FA, TO <br />FROM ABOVE, TO BELOW <br />FB, TA <br />FROM BELOW, TO ABOVE <br />FU. <br />FIXTURE UNITS <br />0 FD <br />FLOOR DRAIN <br />F/L <br />FLOW LINE <br />FS <br />FLOOR SINK <br />GPM <br />GALLONS PER MINUTE <br />GD <br />GARBAGE DISPOSER <br />> <br />GAS TURRET (SCIENCE CLASSROOMS) <br />--:D HB <br />HOSE BIBB <br />HD <br />HOPPER DRAIN <br />HW (D)(R) <br />HOT WATER (DROP) (RISER) <br />HWR (D)(R) <br />HOT WATER RETURN (DROP) (RISER) <br />IE <br />INVERT ELEVATION <br />NO / NC <br />NORMALLY OPEN / NORMALLY CLOSED <br />NTS <br />NOT TO SCALE <br />O.C. <br />ON CENTER <br />ORD. <br />OVERFLOW ROOF DRAIN <br />ORWL <br />OVERFLOW RAINWATER LEADER <br />POC <br />POINT OF CONNECTION <br />P/L <br />PROPERTY UNE <br />RD. <br />ROOF DRAIN <br />R.I.O. <br />ROUGH IN ONLY <br />RWL <br />RAINWATER LEADER <br />SS <br />STAINLESS STEEL <br />SMS <br />SHEET METAL SCREW <br />TMV <br />THERMOSTATIC MIMING VALVE <br />TP <br />TRAP PRIMER <br />TYP. <br />TYPICAL <br />TW <br />TEMPERED WATER <br />LINO <br />UNLESS NOTED OTHERWISE <br />OF <br />UNDER FLOOR <br />UC. <br />UNDER COUNTER <br />V, VR, VTR <br />VENT, VENT RISER, VENT THRU ROOF <br />W, WD <br />WASTE, WASTE DROP <br />WCO <br />WALL CLEANOUT <br />WH. <br />WALL HYDRANT <br />ROOM NAME <br />ROOM NAME AND NUMBER <br />rainforth <br />' au <br />architects <br />f <br />47031 ANNE WAY I CARMICHAEL, GA 95608 I (916) 482-0820 <br />WESTON & ASSOCIATES #1 ;-012 <br />fseoF7181n. <br />No. M33220 <br />WON <br />RENEWAL DACE: e <br />1�5 <br />-7)ip CA4{LA <br />Copyright 0 2014 Ralnfosth Grau Architects. All rights reserved. Reproduction of these plans, either in wthole or in part„ including any form <br />of copying ardor preparation of derivative works thereof, for any reason without prior written pemrission, is strictly prohibited. <br />DSA <br />File No.: 39-53 <br />IDENTIFICATION STAMP <br />DIV. OF THE STATE ARCHITECT <br />02-114490 INC. `i <br />AC& >17 <br />I/10 <br />EGEND, SCHEDULES, AND NOTE%.i <br />DRAWN PROJECT NO. <br />DW 15-1207 <br />DW 1 06-26-15 <br />