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Home My WebLink About3404-6E f AM PRECISI( PRODUC PRIMER DISTRIBUTLON U WHERE REQUIRE FIXTURE SCHEDULE DESCRIPTION WASTE I TRAP VENT CW HW REMARKS 10�- 0" 18" MIN. TRENCH EXCAVATION WC -1 WA TERCLOSE T 4" PIPE MUST BE SUPPORTED WC -2 WATERCLOSET 4" BY UNDISTURBED EARTH. L90 U-1 URINAL 2" 2 1 L-1 LAVATORY 1 1/4" FD -I FLOOR DRAIN 2" PIPE PIPE SLEEVE. 7P-1 TRAP PRIMER - BOTTOM OF TRENCH 1 EXCAVA77ON SHALL 2 WHA -1 WATER HAMMER ARRESTOR - NOT EXTEND BELOW THIS LINE. HB -1 HOSE BIBB - S-1 HAND SINK 2" Ili 4EFER TO PLANS "OR SIZE AND _OCA LION. TO FLOOR DRAIN TRAP. FLOOR DRAIN TRAP PRIMER DISMOU770111 CHART 4" MIN. --- CAPACITY - MAX TSR RECO VER Y - NO PIPE SHALL PASS 7HRU ' THIS PORTION OF FOOLING , ; :.4 g USE STAND , TYP. 307 0M OF F00771VG. A. • SEC. PRESS PIPE STYLE 24" MAX. - DROP. 1 1/4" 1 1/2" 6" MIN. --- , .• ` PRECISI( PRODUC PRIMER DISTRIBUTLON U WHERE REQUIRE FIXTURE SCHEDULE DESCRIPTION WASTE I TRAP VENT CW HW REMARKS 10�- 0" 18" MIN. TRENCH EXCAVATION WC -1 WA TERCLOSE T 4" PIPE MUST BE SUPPORTED WC -2 WATERCLOSET 4" BY UNDISTURBED EARTH. L90 U-1 URINAL 2" 2 1 L-1 LAVATORY 1 1/4" FD -I FLOOR DRAIN 2" PIPE PIPE SLEEVE. 7P-1 TRAP PRIMER - BOTTOM OF TRENCH 1 EXCAVA77ON SHALL 2 WHA -1 WATER HAMMER ARRESTOR - NOT EXTEND BELOW THIS LINE. HB -1 HOSE BIBB - S-1 HAND SINK 2" Ili 4EFER TO PLANS "OR SIZE AND _OCA LION. TO FLOOR DRAIN TRAP. FLOOR DRAIN TRAP PRIMER DISMOU770111 CHART 1 CAPACITY - MAX TSR RECO VER Y - 2" NO. OF PRIMER DEL. ON 15 USE STAND D/S7POU77ON DRAINS MODEL SEC. PRESS PIPE STYLE UNIT IS 3/4" - DROP. 1 1/4" 1 1/2" 1 P-2 2 OZ. STRAIGHT NOT REOUIRED 2 P-2 2 OZ. S7RAIGHT 2 OPENING 3 P-1 5 OZ. S7RA/GHT 3 OPENING 4 P-1 5 OZ. STRAIGHT 4 OPENING SEE ARCHNFCTL 0WGS FOR ROO CONS7RUC770N VENT PIPE 7HRUU, ROOF SEE PLUMBING ROOF PLANS FOR SIZE & LOC. .,.,�.... n rm 2.5 GALLON EXP. TANK SECURE W/H TO WITH 1 " WIDE SH STRAP & (2) V BOLTS EACH ENL Ir -MA inAir7ER iE :D TEF VAL VE UNION °OP -OFF DRAIN LINE `NL SIZE OF UNIT �ONNEC770N ROUTE TO JAN. SINK & TERMINATE 1 " ABOVE FLOOD RIM OF SINK 1 5-2 THREE COMPARTMENT SINK 2" INDIRECT 1/S-1 JANITOR SINK 3" FS -1 FLOOR SINK 2" 'u' El WH MFR. & MODEL NO.: 1 CAPACITY - 55 RECO VER Y - 2" ELECTRICAL: - OPERA TING WEIGHT.• 1/2" 1 1 1/2" ISIS IFI 1 ■ A. 0. SMITH DEN 30 30 GALLONS 15 GAL./HR. ® SO DEG. TEMP. RISE 208V -3O-60- 14.4 FLA 323 LBS Plumbing System Friction Loss Pipe Material Type of F.U.'s : 60 = 55 INT. 2" 1 1/2" - HANDICAPPED FLR. MOUNT LOW FLOW FLUSH VAL VE (1.6 GPF) INT. 2" 1 1/2" - FLR, MOUNT FLUSH VAL VE (1.6 GPF) INT. 1 1/2" 3/4" - WALL HUNG(1.0 GPF) ADA COMPLIANT 1 1/4" 1 1/2" 1/2" 1/2" WALL HUNG (1.5 GPM) ADA COMPLIANT 11/2 11/2" - - CD - - 1/2" - WITH ACCESS PANEL - - VARIES - SEE PLANS FOR SIZE - - 3/4" - WALL HYDRANT 1 1/2" 1 1/2" 1/2" 1/2" WALL MOUNTED STAINLESS STEEL - - 1/2" 1/2" STAINLESS STEEL 2" 7 1/2" I 3/4" I 3/4„ 1/2" 1 1 1/2" ISIS IFI 1 ■ A. 0. SMITH DEN 30 30 GALLONS 15 GAL./HR. ® SO DEG. TEMP. RISE 208V -3O-60- 14.4 FLA 323 LBS Plumbing System Friction Loss Pipe Material Type of F.U.'s : 60 = 55 GPM Min. friction loss (psi) 25 (25psi for flushvalve, 15 psi for tank type) Elev. above St. main (ft.) 10 (from civil plans) Daily St. pressure (psi) 80 (from local water district) Dist. from St. to highest 455 (from plans, in feet) fixture Copper L Tube Soldered Meter pressure loss (psi) 8 (UPC Appendix A.1) Backflow device loss (psi) 12 n PRV device loss (psi) 0 CD System static pressure loss (ft. hd.) Copper K Tube 4.3 Friction loss available to 125 30.7 system L � Total developed length MG 637 Friction loss/100 ft.4.70 Copper L Tube Soldered (max. friction loss allowable) Maximum velocity not to exceed 8fps. Ball Abv. Ground GENERAL NOTES 1. THE TOTAL INSTALLA TION SHALL COMPLY WITH ANY AND ALL REQUIREMENTS OF THE LEGALLY CONS777U7FD AUTHORITIES HAVING JURISDICTION INCLUDING 1994 UBC WITH CALIFORNIA AMENDMENTS AND 1997 UMC/UPC WIN 1997 CALIFORNIA AMENDMENTS 2. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND SHALL THOROUGHL Y FAMILIARIZE HIMSELF WITH THE EXISTING CONDI TIONS UNDER WHICH HE WILL BE REQUIRED TO WORK. 3. ALL INDICA TED DIMENSIONS ARE APPROXIMA 7F AND ARE GIVEN FOR ES77MA IF PURPOSES ONL Y. BEFORE PROCEEDING WITH THE WORK THIS CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS, SIZES, REQUIRED CLEARANCES AND SHALL ASSUME FULL RESPONSIBILITY FOR TRE FITTING OF ALL EQUIPMENT AND MATERIALS HEREIN REQUIRED TO OTHER PARTS OF THE WORK OF OTHER 7RADES. 4. THE DRAWINGS ARE ESSENTIALLY DIA GRAMMA 77C TO THE EXTENT THAT ALL OFFSETS, BENDS, SPECIAL FTT77NGS AND LOCA 7701VS ARE NOT EXAC7LY LOCATED. 5. IN THE PREPARATION OF THESE DOCUMENTS, CERTAIN ASSUMP77ONS ARE MADE REGARDING EXISTING COND177ONS SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT EXPENDING ADD177ONAL SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE POR77ONS OF EXISTING BUILDINGS AND/OR EQUIPMENT. THEREFORE, THE ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR ANY CHANGES OR ADDITIONAL COSTS INCURRED DUE TO EXISTING CONDI770NS 6. I7FMS RELATED TO PLUMBING U77LI77ES AND/OR 07YER SERVICE(S); MA7FRIALS, LABOR, PERMITS, FEES, ETC., SHALL BE VERIFIED WITH THE RESPEC77VE SERVING U77LITY COMPANY PRIOR TO SUBMISSION OF A BID. THE ACT OF SUBMITTING A BID SHALL CONS77TUTF FULL RESPONSIBILITY OF THE CON7RACTOR TO INSTALL SERVICES) IN COMPLIANCE WITH THE REQUIREMENTS OF THE SERVING UTILITY COMPANY AND 7HE MECHANICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CHARGES LEVIED BY THE SERVING UTILITY COMPANY EXCEP77NG THE FIRST BILLING DEPOSIT 7. 7HE CONTRACTOR SHALL COMPLY WITH ALL CONTRACT DOCUMENTS IN LAYING OUT HIS WORK AND EQUIPMENT. HE SHALL COORDINATE THE WORK OF THIS SECTION WITH THE WORK OF OTHER TRADES AND ALL JOB CON0I77ONS. 8. THE INSTALLA TION OF ACCESS PANELS OR 07HER INDICA 77NG EQUIPMENT OR SPECIAL 77ES REQUIRING READING, ADJUSTMENT, INSPECTION, REPAIRS, REMOVAL OR REPLACEMENT SHALL BE CONVEN/EN 1L Y L OCA 7ED WI TH REFERENCE TO THE FINISHED BUILDING. 9. ALL EQUIPMENT AND FIXTURES INSTALLED UNDER THIS CONTRACT SHALL BE HUNG OR ANCHORED IN ACCORDANCE WITH 77TLE 24, TABLE NO. 16 A-0. 10. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO CONSTRUCT THE PROJECT IN ACCORDANCE WITH 77TLE 24, CALIFORNIA CODE OF REGULA TIONS. 11, WHERE MATERIAL IS SHOWN ON THE DRAWINGS BUT NOT SPECIFIED, IT SHALL BE OF THE .SAME TYPE AND QUALITY AS EXIS77NG MA 7FRIAL. 12. THE FIRE PR07FC77ON CONTRACTOR SHALL PROVIDE ALL REQUIRED HYDRAULIC CALCULATIONS AND FIRE SPRINKLER HEAD LOCA77ON IN ACCORDANCE WITH NFPA 13 TO THE LOCAL FIRE DEPARTMENT FOR REVIEW AND APPROVAL OF THE FIRE PR07FCTION SYSTEM. 13. TEST SYS7FM(S) IN ACCORDANCE WITH REQUIREMENTS OF 7HE GOVERNING AUTHORITIES. 14. ALL CLEANOUIS SHALL BE INSTALLED MERE READILY ACCESSIBLE AND LOCATED AS PER CODE REQUIREMENTS 7HE CONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCA77ONS WITH EQUIPMENT CABINETS, ETC. AND THE ARCHITECT PRIOR TO ANY INSTALLA 7701V. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ALL PAVED AREAS WHICH ARE EXCAVATED AND/OR DAMAGED BY HIS OPERATIONS IN ADDITION, THE CONTRACTOR SHALL RESTORE TO THEIR ORIGINAL CONDITION ALL PLANTED AREAS DAMAGED BY HIS OPERA TIONS. 16, ALL CONNEC77ONS TO EXISTING SERVICES SHALL BE MADE SUCH THAT INIERRUP77ON 771VE WILL BE AS SHORT AS POSSIBLE. THE CON7RACTOR SHALL GIVE THE OWNERS REPRESENTATIVE SUFFICIENT N077CE OF SUCH IN77RUP7701"I/S AND THE ACTUAL SHUT -DOWN TIME SHALL BE AT A 77ME DES/GNA TED BY THE OWNERS REPRESENTA 77 VE. 17. ALL EXTERIOR WATER SHUT-OFF VALVES BELOW GROUND SHALL BE INSTALLED IN YARD BOXES WITH COVERS CONSPICUOUSLY MARKED "WATER SHUT-OFF" RESPECTIVELY. ANCHORAGE ACI G NOTES 7. ALL MECHANICAL EQUIPMENT SHALL BE BRACED OR ANCHORED TO RESIST A HORIZONTAL FORCE, ACTING IN ANY DIRECTION USING THE FOLLOWING CRITERIA: FIXED EQUIPMENT ON GRADE 209 OF OPERA77NG WEIGHT FIXED EQUIPMENT ON S77RUCT 309 OF OPERA 77NG WEIGHT 2. POWER DRIVEN PINS. SHOT PINS SHALL BE A MINIMUM OF 0.145" DIAME7FR BY 1 1/2" LONG AND EMBEDDED A MINIMUM OF 1 1/4" INTO THE CONCRETE TEST PINS FOR 200# PULL-OUT LOAD ON 509• OF THE FIRST 20 PINS INSTALLED BY EACH OPERATOR. IF ALL PINS PASS THE PULL TEST, THEN TEST 109 OF THE REMAINING PINS INSTALLED BY EACH OPERA TOR. 3 PIPES, DUCTS AND CONDUITS SHALL BE SUPPORTED AND BRACED PER THE SMACNA "GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING SYSTEMS" OR R-0003, THE "SUPERS7RUT SEISMIC RES7RAINT SYSTEM" FOR PIPES AND CONDUITS ONLY. Service Pipe Material Type of Pressure Shut -Off Volvo --------- Weight Joints Fittings Rating E O EXIST. DUCT OR EQUIP. TO REMAIN = Material PSI. SwP EXIST DUCT OR EQUIP. TO BE REMOVED Cold Woter Copper L Tube Soldered Cast Bronze/ 125 Ball Abv. Ground L n Wrght Copper �- ®= CD Cold Water Copper K Tube Soldered Cast Bronze/ 125 Ball Below Ground L � Wrght Copper MG .:U Hof Water Copper L Tube Soldered Cast Bronze/ 125 Ball Abv. Ground NONE DUCT DOWN WrIht Copper 0 Vent Service Weight DUCT ACCESS DOOR Cost Iron No -hub N/A N/A N/A COMBINA 77ON SMOKE/FIRE DAMPER Steel 40, Galy Screwed NIA NIA NIA Waste & Service Weight THERMOS TA T P. 0. C Soil Cost Iron No -hub N/A N/A N/A Drains Steel 40, Gal v Screwed Steel Gol v. 125 Ball Copper L Tube Soldered Bronze 125 SHEET No. n P-1 HVAC AND PLUMBING LEGEND SYMBOL ABBREVIATIONS DESCRIPTION --------- CD SQ., RECT OR ROUND DUCT AS NOTED r-� E O EXIST. DUCT OR EQUIP. TO REMAIN = Z_ J F0 � D a p 0 EXIST DUCT OR EQUIP. TO BE REMOVED REVISIONS n 00N A L n FLEXIBLE DUCT �- ®= CD A CEILING DIFFUSER, SUPPLY A CR � CEILING REGISTER, RETURN & EXHAUST DRAWN BY L � MG .:U SECTION THROUGH DUCT O p 06/02/03 U SCALE J NONE DUCT DOWN 0 SQUARE TO ROUND 7RANS1770N T_ DUCT ACCESS DOOR 6 OF 26 SHTS. DUCT WITH TURNING VANES ---- SD/FD COMBINA 77ON SMOKE/FIRE DAMPER s--- MVD MANUAL VOLUME DAMPER T�---� TSTA T. THERMOS TA T P. 0. C POINT OF CONNECTION P.O.D. POINT OF DEMOL177ON a - MOTORIZED DAMPER DETAIL No. (DE DETAIL REFERENCE SHEET No. n P-1 SECTION REFERENCE STACK/RISER PLUMBING STACK OR RISER REFERENCE ID. No. EQUIPMENT EQUIPMENT REFERENCE ID. No. - CW COLD WA TER CA CA COMPRESSED AIR - - HW HOT WA TER - - - HWR HOT WA7ER RETURN S or W SOIL or WASTE ABOVE GRADE (or FLOOR) S or W PIPE BELOW GRADE (or FLOOR) -------- V PLUMBING VENT COND COND CONDENSATE DRAIN G G GAS LOW PRESSURE MPG MPG GAS MEDIUM PRESSURE ^- CS CIRCUIT SETTER SOV SHUT OFF VALVE CV SWING CHECK VAL VE ^� PR PRESSURE REDUCING VAL VE PTR PRESSURE- 7EMPERA TURF RELIEF VAL VE RPBFP REDUCED PRESSURE BACKFLOW PREVEN7ER GC GAS COCK (or GAS STOP) -I-� DN PIPE DOWN to UP PIPE UP O PIPE RISER (UP AND DOWN) - - - FCO FLOOR CLEANOUT I WCO WALL CLEANOUT - - --{� C. 0. T. G. YARD CLEANOUT or CLEANOUT TO GRADE CAP ON END OF PIPE HB HOSE BIBS WITH VACUUM BREAKER WHA WA TER HAMMER ARRESTOR ABV. ABOVE BEL. BELOW CLG. CEILING CONN CONNEC77ON CONT CONTINUATION FLR. FLOOR FU PLUMBING FIXTURE UNIT GR GRADE H. C. HANDICAPPED IE INVERT ELEVA77ON NC NORMALLY CLOSED NO NORMALL Y OPEN TYP. TYPICAL V. TR. VENT THROUGH ROOF W/ WITH CFM CUBIC FEET OF AIR PER MINUTE CFMS CFM SUPPL Y CFVR CFM RE7URN CFME CFM EXHAUST (N) NEW (E) OR EXIST EXIS77NG 30X10 INDICA 7FS SQUARE DUCT (INCHES) 100 INDICATES ROUND DUCT (INCHES) Design West Engineering Mechanical Consulting Engineers 242 E. Airport Dr., Suite 207 Sen Bemarfto, CA 92408 (909) 890-3700 Fax (909) 890-3770 email: cad@designwesteng.com DESIGN GROUP LANDSCAPE ARCH I T E C T U R E SITE PLANNING 10621 Church Street, Suite 106 Rancho Cucamonga, CA 91730 (909) 484-2800 Fax (909) 484-2802 Richard Krumwiede CA Lia #2834 AZ Lic. # 29115 NV Lic. # 446 TX. Lic. #1884 L.A. SEAL R na a �F CAS\ PROJECT / CLIENT SHEET TITLE 0 ��[ z r CD 0 E O J = Z_ J F0 � D a p 0 aw d0� Uz¢ z dIi-- =LU U (_9LU W p 2 Q J REVISIONS n 00N A L n � O U A F A � U DRAWN BY L � MG .:U � O p 06/02/03 U SCALE J NONE JOB NUMBER 0 01-326 T_ SHEET TITLE 0 z OD < m � U z � Z_ J F0 � D a p 0 0 CC0 aw d0� Uz¢ z dIi-- =LU U (_9LU W p 2 Q J REVISIONS n n A n n A A n DRAWN BY MG DATE 06/02/03 SCALE J NONE JOB NUMBER 01-326 SHEET NUMBER_ 6 OF 26 SHTS.