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14850 SW 132ND TERRACE-6 IP OFFICE COPY � N 71K(TCHEN TER SERVICE CALCULATIONS 2000 op"', PLUMBING LEGEND PLUMBING FIXTURE CONNECTION SCHEDULE 01 GENERAL NOTE'S F'l�l1C C76) MARK FIXTURE W V CW oh TW MANUFACTURER 1. THE DRAWING F[ DWuRAMMAIIC. PROVIDE ALL MATERIAL (NEW AND UNDAMAGED) AND Z CIE AL TOTAL HOT ------ - - - CW CULD WATER __ LABOR FOR A COMPLETE AND OPERABLE SYS- M, VERIFY ALL BUILDING MEASUREMENTS, O l UNRt3 WATT WALL HUNG, 1.6 GPF VALVE, DIMENSIONS AND E:UIf,HIEN' LOCATIONS BEFURE PROCEEDING WITH ANY OF THE WORK. - - HW HOT WATER KOHLER K-4330; CHAIR CARRIER, WALL SUPPORT, K 1.50 1,50 1.00 WC-1 WATER CLOSET 4 2 1 SLOAN "ROYAL 111" ELONGATED, STD. HEIGHT, WHITE 2. ALL INSTALLATIONS iHOLI. CUIJPLY ViITFi APPLICABLE FEDERAL AND STATE CODES W FLUSH VALVE , (t HWR HOT WATER RE.CIRC W/ WH.TE OPEN FRONT SEAT INCLUDING UNIFORM BUILDING CODE (UBC), UNIFORM PLUMBING CODE (UPC), 2.00 2.00 0.00 - -- - -- ---- " `----- -" - INTERNATIONAL MECHANICAL CODE (IMC), UNIFORM FIRE CODE (UFC), NATIONAL FIRE O 1 PRE-RINSE 4.00 4.00 3.00 - TW TW TEMPERED WATFR WATER CLOSr'T KOHLER K-4330; SAME AS WC-1, EXCEPT ADA PROTECTION ASSOCIATION (NFPA) AND UNIFORM STRUCTURAL CODE (USC). THE ABOVE WC-2 4 2 1 SLOAN "ROYAL 111" 38 BAR SINK 2.00 76.00 57.00 --140 140 140'F HOT WATER - ADA HEIGHT ---- - - FLUSH VALVE --- __--_ HEIGHT ------- INHERE UNIFORM CODE SHALL ALSO INCLUDE THE OREGON SPECIALTY CODES. ' 4 DRINKING FOUNTAIN 0.50 2.00 0.00 NHERE TWO CODES DIFFER THE MORE STRICT OF THE TWO SHALL BE FOLLOWED. � 140R 140R 140'F HOT WATER RECIRC KOHLER K-4321; 1 DISHWASHER, DOMESTIC 4.00 4.00 3.00 WATER CLOSET FLOOR MOUNTED. CHILD HEIGHT. 3. OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS REQUIRED BY THE GOVERNING � Q --------- V VENT WG-3 CHILD HEIGHT 4 2 1 SLOAN "ROYAL 1 1 1" OPEN FRONT BLUE SEAT. 1 HOSE BIBB 2.50 2.50 0.00 FLUSH VALVE AUTHORITIES HAVING JURISDICTION. SUBMIT ALL CERTIFICATES PRIOR TO ACCEPTANCE. 0 5 HOSE 9188 - ADDITIONAL 1.00 5.00 C.r10 V VENT (BELOW GRADE OR FLOOR) ---- - - -'- - - ~ KOHLER K-5016-ET - -- 4. PROVIDE A STATEMENT OF WARRANTY TO REPLACE ANY WORK OR MATERIAL WHICH 8 WASH FOUNTAIN 4.00 32.00 24.00 UR-1 URINAL 2 2 3/4 SLOAN "ROYAL 186.1 WALL HUNG, WALL HANGER, 1.0 DEVELOPS DEFECTS, EXCEPT FROM ABUSE, WITHIN ONE YEAR FROM ACCEPTANCE WITHOUT W SANITARY WASTE (ABOVE GRADE) ADA HEIGHT FLUSH VALVE GPF VALVE ADDITIONAL CHARGE TO THE OWNER. ' COFFEE MAKER 2.00 2,00 0.00 W SANITARY WASTE (BELOW GRADE) -----�-- ------ ---- -- - -- --- - - ------- --- --- -- WALL HUNG, RECTANGULAR, CHROME 5. MANUFACTURERS AND MODEL NUMBERS LISTED IN THE PLUMBING CONNECTION LAVATORY 1.00 6.00 4.50 GRID STRAINER, P-TRAP, SUPPLIES SCHEDULES ARE THE BASIS OF DESIGN. SUBMIT SUBSTITUTION REQUEST FORM FOR CHICAGO 650-4 SENSOR FAUCET SERVICE SINK OR MOP BASIN 3.00 6.00 5.00 ��PW�� PW SUMP PUMP WASTE LV-1 LAVATORY 1-1/2 1-1/2 1/2 1/2 KOHLER K-2005 KINGSTON; & STOPS, WHITE, WALL HANGER OR DIFFERENT MANUFACTURERS AND PRODUCTS FOR REVIEW. CHICAGO CENTERS. CE 1 URINAL, 1.0 GPF 4.00 16.00 0.00 �•-�'GI--- GI GREASE INTERCEPTOR WASTE COORDINATE WITH D CONCEALED ARMS, 4" E WASHUP SINK, EACH SET OF FAUCETS 2.00 4.04 3.00 rV. 16 6. VERIFY ALL ELECTRICAL REQUIREMENTS BEFORE ORDERING EQUIPMENT, ' G G NATURAL GAS -- -__.-- ---v -� SAME AS LV-11, EXCEPT CHILD WATER CLOSET, 1.6 GPF, FLUSHOMETER VALVE 5.00 130.00 0.00 KOHLER K-2005 KINGSTON; HEIGHT. VERIFY WITH 7• INSTALL ALL EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS. D D CONDENSATE LV-2 LAVATORY 1-1/2 1-1/2 1/2 1/2 CLOTHES WASHER 4.00 4.00 3.00 CHILD HEIGHT. CHICAGO 650-4 SENSOR FAUCET ARCHITECTURAL. COORDINATE 8, RED MARKED "AS-BUILT", FULL SIZE, BLUE LINE DRAWINGS SHALL BE DELIVERED TO WITH DIV. 16 THE ARCHITECT PRIOR TO ACCEPTANCE. F F FIRE WATER MAIN ------- - ---- ------ --- ____ _ -- -- -------- - ---- TOTAL FIXTURE UNITS 297.00 103.00 ELKAY LRAD2222; LK-35 STRAINER V 1-COMPARTMENT STAINLESS --- FLOW IN GPM 110 44 SID SD STORM DRAIN S-1 SINK 2 1-1/2 1/2 1/2 CHICAGO 201A-317 FAUCET STEEL, 18 GUAGE, P-TRAP, 9. COORDINATE WITH OTHER CRAFTS AS REQUIRED TO COMPLETE WORK IN ACCORDANCE SUPPLIES & STOPS r SP SP FIRE SPRINKLER WITH CONSTRUCTION SCHEDULE. IRRIGATION FLOW IN GPM 0 - -_ _-._. -- --- __-- _---- _..--_- -___- -- ELKAY DRKAD2517C; LK-35 STRAINER 1-COMPARTMENT STAINLESS 10. TEST ALL EQUIPMENT PRIOR TO ACCEPTANCE IN THE PRESENCE OF THE OWNER'S TOTAL GPM REQUIRED 110 S-2 SINK 2 1-1/2 1/2 1/2 ;HICAGO 786-GN8AE3CP-317 FAUCET STEEL, 18 GUAGE, P-TRAP, REPRESENTATIVE. i-K-1 141A BUBBLER SUPPLIES & STOPS B.G. BELOW GRADE J � - - - - 2-COMPARTMENT STAINLESS 11 � a. MINIMUM DAILY SERVICE PRESSURE AFTER PRV 72 psi ELKAY LRAD-3321; LK-3'5 STRAINER . CONTRACTOR TO PROVIDE ACCESS DOORS WHERE REQUIRED. ccA.F.F. ABOVE FINISHED FLOOR CHICAGO 200A-317 FAUCET STEEL, 18 GUAGE, P-TRAP, � b. STATIC HEAD LOSS .434 /FT X 12 FT HGT. 5.208 psi S-3 SINK 2 1•-1/2 1/2 1/2 SUPPLIES & STOPS 12. ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF AT AN APPROVED LOCATION. IN-SINK-ERATOR H-990 (INSTA-HOT) C. WATER METER PRESSURE DROP 2' METER SIZE 8.75 psi I.E. INVERT ELEVATION IN-SINK-ERATOR BADGER 1 (DISPOSAL) COORDINATE INSTA .HOT & TRENCHES FOR PIPING SHALL BE SHORED AND WIDE ENOUGH FOR PROPER INSTALLATION. Z DISPOSAL WITH DIV. 16 PROVIDE 3 4 INCH MINUS CRUSH ROCK OR SAND FOR BACKFILL. COMPACT FILL FUP DS DOWN SPOUT - - -- ----------. �.- --- ---- - -- --- - -- --------- / Q id. BACKFLOW PREVENTER 2-1/2' WATTS 009QT 8 psi BRADLEY MC-2/IR�rTn VENT THRU ROOF WF-1 WASH FOUNTAIN 2 1-1 2 1 2 1 2 2 STATION - SENSOR OPERATED P-TRAP, SUPPLIES & STOPS. PIPING TO MEET 987. COMPACTION. COMPACT AT 6 INCH LIFTS. PIPE SHALL LIE ON �. e. PRESSURE REQUIVID AT FIXTURE 30 psi / / / COORDINATE WITH DIV. 16 COMPACT 6 INCH BEDDING. C771 _ WITH SKIRTING. Z • FD FLOOR DRAIN BRADLEY MG-3/IR D PRESSURE AVAILABLE FOR P-TRAP, SUPPLIES & STOPS. 13. FURNISH STOPS, SUPPLIES AND CHROME PLATED 17 GAUGE P-TRAPS FOR ALL PLUMBING ® FS FLOOR SINK WF-2 WASH FOUNTAIN 2 1-1/2 1/2 1/2 3 STATION - SENSOR OPERATED_ WITH SKIRTING. COORDINATE WITH DN. 16 FIXTURES. WRAP STOPS, SUPPLIES AND P-TRAPS ON EACH LAVATORY TO MEET ADA O FRICTION LOSS, a - b - c - d - e 20.042 psi - WALL MOUNT, WITH BACKSPLASH REQUIREMENTS. (BROCAR PRODUCTS, KIT 500R) O CO FLOOR CLEANOUT DF-1 DRINKING FOUNTAIN 1-1/2 1-1/2 1/2 ELKAY EDFP?.17C AND SKIRTING. O COTG CLEANOUT TO GRADE - _-- 14. CONTRACTOR TO FLASH AND COUNTERFLASH VENT THRU ROOF WATER TIGHT. , 64 i TOTAL EQUIVALENT PIPE LENGTH LENGTH X 1.25 480 ft DF-2 DRINKING FOUNTAIN 2 1-1/2 1/2 ELKAY 1001FR J - WCO WALL CLEANOUT - --- - - -- --- 15. INSULATE ALL CW AND hW PIPING PER CODE REQUIREMENTS. I MAXIMUM FRICTION LOSS 4.175 psi GATE VALVE FD-" FLOOR DRAIN 3 DWS SMITH 2005-A PRIME 16. PRIME ALL FLOOR SINK AND FLOOR DRAIN TRAPS. m PRESS. AVAIL. z 100'/EQUIV. LENGTH Ibl BALL VALVE FLOOR SINK 3 SEE COMMERCIAL ENAMEL PRIME, 1/2 GRATE 17. LOCATE ALL PIPING IN CONCEALED SPACES UNLESS LISTED OTHERWISE. N CHECK VALVE DWG 906-3 SERVICE SIZE FROM METER TO BUILDING 2-1/2" - - --- 18. SPRINKLER PIPING SHOWN IS DIAGRAMMATIC ONLY AND IS NOT TO BE USED AS A TOTAL SEE COMMERCIAL ENAMEL DESIGN. SYSTEM IS BIDDER DESIGNED BASED ON MAIN ROUTING DIAGRAMMED. SAFETY SOLENOID VALVE FS-2 FLOOR SINK 3 DWG 910-3 PRIME, 1/2 GRATE - PRESSURE REDUCING VALVE -- - - 19. FIRE SPRINKLER PIPING AND HEAD LOCATIONS AND TYPES ARE SHOWN FOR DESIGN RD-1 ROOF DRAIN J.R. SMITH 1330 INTENT ONLY AND ARE TO BE 'VERIFIED BY DESIGN INSTALL CONTRACTOR. SPRINKLER 9� BALANCING VALVE SYSTEM FINAL DESIGN IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR. SEE RD-2 ROOF DRAIN J.R. SMITH 1010 SPECIFICATION SECTION 15300. BF HOSE BIBS - - -- - - - Q OD-1 OVERFLOW ROOF DRAIN J.R. SMITH 1330-WD 2" HIGH WATER DAM 20. ALL DETAILS SHOWN APPLY EVEN IF NOT SPECIFICALLY REFERENCED T0. (y) FW ---i PLUMBING FIXTURE MARK NO. SEE - -- PLUMBING FIXTURE CONNECTION SCHEDULE. OD-2 OVERFLOW ROOF DRAIN J.R. SMITH 1080 2" HIGH WATER DAM 11 SHEET NOTE DS-1 DOWN SPOUT BOOT J.R. SMITH 1786-24 KITCHEN FIXTURE MARK E - GREASE INTERCEPTOR SIZING CALCULATORS: KITCHEN FIXTURE CONNECTTIION SCHEDULE. AD-1 AREA DRAIN - SMITH 2515-V G 11 - - ---_ - CALCULATIONS BASED ON: UTILITY VAULT PRECAST INTERCEPTOR SURVEY -` SS-1 SERVICE SINK 3 2 1/2 1/2 KOHLER 6710 OREGON STATE PLUMBING CODE APPENDIX -H' _ CHICAGO 897 FAUCET HOSE BIBB 3/4 ASPE DATA BOOK - - HB-1 - WONODFORD 17CC NON-FREEZE REMOVABLE TEE KEY. t. DESIGN CRITERIA GAJ CONNECTION SCHEDULE NO FREEZE - 1 A. 1 FIXTURE UNIT (FU) = 7.5 GPM HB--2 HOSE BIBB 3/4 3/4 SIAITH 5560QT NON-FREEZE, RECESSED WALL B. DETENTION TME = 10 MINUTES TAG EQUIPME'>:- LOCATION MBH PIPE - _ NON FREEZE BOX, TWIN TEMP. 2. FIXTURE CONNECTIONS B-1 BOILER _ BOILER ROOM 935 1-1/4- HB-3 HOSE BIBB 1/2 1/2 SMITH 3380 RECESSED WALL BOX, TWIN CONTROL BOX NON FREEZE TEMP. B-2 BOILER BOILER ROOM 935 1-1/4" - - --- A. SCULLERY 3-COMP. SINK: _ 0 3FU = 3FU RTU-1 ROOFTOP AC UNIT POD A - NORTH 800 1-1/4" ET-1 EXPANSION TANK 1 AMTROL ST-30V-C B. DISPOSAL - 1 ® 2FU = 2FU - _ D. FLOOR SINKS 3FU : DISHWASHER = 3FU = 3FU RTU-2 ROOFTOP AC UNIT POD A - SOUTH 525 1" -- E. FLOOR SINKS �1F'U�: = 1 0 1FU = 1FU RTU-3 ROOFTOP AC UNIT GYMNASIUM 400 t SP-1 SUMP PUMP 1-1/4 HYDROMATIC SW 25/33 - C RDIGPH. 20 FT. HEAD, 120V, t/AHP. F. FLOOR DRAINS: MEAT PREP (3 EACH) = 6 2 1FU = 6FU COORDINATE WITH DN. 16 G. MOP SINK = ' 0 3FU - 3FU RTU-4 ROOFTOP AC UNIT POD B & C 800 1-1/4" GT-1 GREASE INTERCEPTOR 4 3 UTILITY VAULT 4686-GA H. HAND SINK: = 2 0 1FU - 2FU RTU-5 ROOFTOP AC UNIT MULTIPURPOSE 365 1" -- - - - ----- --- -- TOTAL - 20FU RTU-6 ROOFTOP AC UNIT POD D 800 1-1/4' CW-1 CLOTHES WASHER 2 2 1/2 1/2 GUY GRNY T200 WH-1 WATER HEATER BOILER ROOM 399 1RPBFP-1 BACKFLOW PREVENTER 1 009M2-QT AIR GAP FITTING. 20FU x 7.5GPM = 150 GPM x 10 (MINUTE DETENTION) = 1500 GALLONS 12 RANGE KITCHEN 60 1/2" BELL & GOSSETT USE 1500 GALLON INTERCEPTOR DOUBLE CONVECTION 60 " I CP-1 CIRCULATION PUMP 1 PR COORDINATE WITH DN. 16 14 OVEN (2) KITCHEN601/2 6139 5"- CP-2 CIRCULATION PUMP 3/4 LR-208F BELL & GOSSETT TOTAL MBH COORDINATE WITH DIV 16 I Jill Ix G E PIPE SIZE MBH nmx-2_ 3/4" 330 MIXING VALVE 3/4 3/4 LEONARD TA-SB - 1' 621 D -10 5 0 O L 7 D t-t/a" 1274 � - -- ---- 1-1/2" 1910 'NH-1 WATER HEATER PT27T2TA.�O. S6!ITH BTR-399 2" 3678ASSOCIATES 2-1/2" 5881 O PIPE SIZE TO FIXTURE ':SAME AS CONNECTION SIZE SHOWN ABOVE UNLESS INDICATED OTHERWISE ON DRAWINGS. ARCHITECTS P C. 3" 10 n2 1230 SW First Ave., 300 Portiand. Oregm 97204 PIPE SIZING BASED ON 2 PSI DELIVERY KITCHEN EQUIPMENT CONNECTION SCHEDULE Ph. 603 223-8983 332.5 TOTAL DEVELOPED LENGTH _ _ Fax 603 294-0827 FURN INST WATER GAS REMARKS NO QTY BY BY H.W. C.W. W. SIZE MBTU 12 1 PANGE FEC FEC 1/2 60 --'- 14 2 CONVECTION OVEN FEC FEC 1/2 60 -- 21 1 CULINARY SINK FEC FEC FS MANIFOLD (3) 2" DRAIN TO FS 22 2 SWING FAUCET FEC FEC 1/2 1/2 �- 23 1 CHEF'S TABLE - FEC FEC FS - 1W TO FS _ 25 1 FAUCET FEC FEC 1/2 1/2 28 2 HAND SINK FEC FEC -1/2 _ �- 29 2 ELECTRONIC FAUCET FEC FEC 1/2 1/2 31 1 PRE RINSE FAUCET FEC FEC 1/2 1/2 32 1 DISPOSAL FEC FEC 1-1/2 34 1 DISHWASHER _ FEC FEC FS 1W TO FS i• 42 1 COOLER EVhPORATOR FEC FEC FS INSUL WRAPPED DRAIN LINE TO FS i CITY OF TIGARD P \ DATE: SEPTEMBER 2004_ INSUL HEAT TAPE WRAPPED4Dglave�l•.. u►�r1. '��•. 01 B /�\ JOB NO.: `0208.00 45 1 FREEZER EVAPORATOR FEC FEC FS DRAIN LINE TO FS Conditionally Appmvod 4 ---- RCD 4 For Only the work as Described m: 19698 t � DPAW4 BY: 48 1 MOP SINK FEC FEC 3 PERMI r NO 0t=n c1%-or)SSI- CHECKED BY_ GAR 49 1 MOP SINK FAUCET FEC FEC 1/2 1/2 See Lefler 10.Follow. 1 / _ .4ua o� REVISIONS:_ x / / Jab Address:.�X18 SD y ;2�,d-r.iy w 4 qRp A.CAS [ 50 1 FLOOR WASHING SYSTEM FEC FEC 1 2 1 2 4Y 5 19 \�� 1 1z/29/0- �j of EXPIRES 12/31/05 )jWFILE: P1.0.dwg ph�nY a . Su�U 1kovMon.f2S0 tw 9700!, M +0; Ph" (903) 292-&M ENGINEERING, INC.rA" (503) 292-1422 IDOVtR [T s ogmmeN 2e2 otS.001 Conoct. WMY RIIM m ( / �t � 1 •' I jx P100 OFFICE COPY �< LEGIBILITY STRIP 2 - a a 1C) 12 13 14y 5 :U �� «'- z3 �� 2� 26 2 .7 28 29 30 $I C1 I F~ MONI e 1 Oil „1 ' Ir+ 1fc �>���.:.. • �I�l►J441�t�I,i�I)I!��.t�.,ll! ,1(1�.1,�1(J.11ii :11�.�.L`I,(1�1�,1�,I.�J�1J.t�il�l��l4��1�{+ 6lJli) .��L�l,�l�..�J,�l�.�.l).ICU!).l�.l.�.���l���l�l�l�>�l.�lU.�' e WWI 1.�Ili I I . -.& --1-1. q : ,. ". "eP"R^ "'}P ,�'yliR. -' 1�t,,y!NY'y`:MN+TrW''s'IWMM*�n``..:iw'..., ....M...W,w .�9.w., ,nn-nim hq9.»."ro.FI'?: ."NrMY+«*�i"'• •+ iwwMa•.,ywr..:..ti.*ry:e•w.+,-vw»., .eM;.ki+at+,W:M.^n ...►:.,.: I,raY;. .;rc',n.. ,r q N ti Z O W CEO m PUMP CUNTROL Ir SWITCH Q SUMP �- VERIFY LOCATION 3" SUMP PUMP DOWNSPOUT SEE ARCHITECTURAL VENT UP IN WALL IH.�IATOR��� PUMP CONTROL D3-1 CONNECT W/OTHER 1-1 �" NPT SWITCH COUNTER TOP � 4" TEST TEE VENTS 6" ABOVE GATE VALVE FLOOR WITH PLUG L COUNTER TOP -� FLOOD RIM 1-1/2+ TO 1 GRADE MG COUPLING o %' / BELOW GRADE 1-1/4 REDUCER HIGH PRESSURE- CHECK VALVE-� I — - i l LEADED FLASHING, BENT WALL \ r tjE INSIDE VENT PIPEGAS LINE -GAS COCK UNION SUMP GITT RATE ` CAST IRONS 2 a ED ROOF JACK FLASHING FROM L�14 PRESSURE V) METER TEST PORT G<:S LINE. w W FINISHED FLOOR ING, CONT. TO TOP cr cr TO UIJIT (FLEX CLEANOUT CLEANOUT �a�'PIPING LAST FI H FLOOR I � SUMP OOF JACK FLASHING 7 12 INCHES) (SLAB} --�\ N b � <_ 6" mll1l GAS PRESSURE REGULATORI I� VENT AS REQUIRED LIQUID LEVEL SUMP PUMP MERCURY FLOAT z �- DIRT LEG 2"V I SUMP TO ALARM P . WD. NAILER LOCATED IN R O `, SIZE MACHINE ROOM VENT PIPE ELLYATOR MT-F.LUAl4N �- MINIMUM BURY 18" FOOTING SFE ARCH DRAWINGS J TYPICAL DOWNSPOUT � 1 GAS CONNECTION DETAIL 2 ISLAND VENT DETAIL 3 ELEVATOR SUMP DETAIL 4 COLLECTOR DETAIL 5 PLUMBING VENT FLASHING DETAIL. m P5.1 SCALE. ^ r,l- P5.1 a._I ^r P5.1 . . P5.1 NOT TO _— 'S.1/ _E: NONE N d CHECK VALVE RECIRCULATION PUMP CP-2 PRESSURE GAUGE. TYPICAL. (n THERMOMETER 1 3/4" HOT WATER 6 140 R-- RETURN CHECK VALVE ;-2" 1 -1/2" --- - -- �- - - -- - - - - - 7140—q HOT WATSR __ __ DIM •A"-- TYPE "B" FLUE i-RECIRCULATION PL" P-1 IP C 3" vENL�` --2" �.-2" __ - GROUT BOTH SIDES WALL --�_ , PRESSURE GAUGE, TEMPERED PG 1 �TYPICAL. � HOT WATER CLEAR ACCESS OPENINGS �I�a0 ,4 2a"m 2a'a - BALL VALVE. �rr�i, _4(S HOT WATER NP RETURN m o°o°o°o°o °o°°°° o°0 0 0°0 COLD t 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 UNION. �~— CO_D WATER �\ 0 0 o n o 00°0°°°0° ° �+ I TYP �\� I6. °o 0 0°0°°o °0°0°0°4 0 0 °0°0°O0 0°°° o �. 2 0 oO°n° / c 0 0 0 0 °0°00000 0 0 0 0 \ o u 00000 MAINTAIN- �• � (� `--3/4" � \ EXPANSION TANK. MOUNT r" `4ANUFAENDED 5S ON WALL OR SUSPEND Rt OMMENDED ET-1 2a"e, - CLEA7ANCE. FROM STRUCTURE. — 3/4 — M- X 1I I I V4 SLOT BOTH SIDES PRECAST DIVIDER ASME CODE PRESS- TEMPERATURE RELIEF PLAN VIEW VALVE. PIPE FULL SIZE \ TO FLOOR DRAIN. I __ COORDINATE WITH SLOPING TRAFFIC LOAD SATED - PROVIDE MANHOLE STEP PARKING LOT ELEVATIONS LOCKING FRAME & BOLT 3 4" REBAR, 16" WIDE 4"- 'WAY MINIMUM i" WIDE 18 GAUGE BMX / PROVIDE VJH-1 DOWN COVER AIR & GAS PR0�9DE MANHOLE 0 METAL STRAP AT 1 3 POINTS. GALVANIZED (TYP. 2) CLEANOUT SET 0 140'F I / I TIGHT (TYP. 3� RISER RINGS // ;IEP I GRADE I TO GRADE SECURE STRAP TO UNISTRUT UNISTRUT. ON WALL TO MEET SEISMIC 3^ �Jyl�-�T AS RFS_^E� SECURELY I ZONE 3 AND 4 REQUIREMENTS. _-_ 1" FINISH GRADE - -- _—� y� FASTEN TO \ VARIES I 6" I - - 8" 6" PI WALL, UTILIZE \ J� Box TO BOILERS. I 6" PIPE MIN. 3 STUDS HOSE BIBS DRAIN SEE MECHANICAL - _ FOR MOUNTING l RPBFP-1 4" INLET ---- ------ •' ABS vt�w,---- - ----�---- -- DRAIN PAN LINE 3" TEE 4 ABS-� t 3RAI DRAIN FROM COORDINATE IG GROUT ALL AROUND PIPING 6" OUTLET LINE ELLIS ESLiCK SUPPLYFROM GAS-� -+J 3/4- DRAINPAN TO F.D. WITH CIVIL ENG BO SIDES FEMALE ADAPTOR FEMAl ASSOCIATES FLOOR -(I" a GASKETED THREADED PLUG ARCHITECTS P.C. GAS COCK �/ t'-0" iv 1'-O" —TEST PLUG s DIRT LEG \ INSTALL INTERCEPTOR - MIN. 6 `- GAS PRESSURE REGULATOR & SAMPLING BOX ON ?,i �•' SLOT 6" x 6" SANITARY 1230 COMPACTED 3/4" MINUS _-__ TEE ON ITS BACK CRUSHED ROCK, 6" DEEP 2/3 LENGTH t/3 LENGTH--- PorCtaSd, Oregon 97204 87204 Ph. 603 22:3-6963 NOTE: PREMANUFACTURED SEISMIC RESTRAINT SYSTEM Fax 603 294-0827 APPROVED. SUBMIT WITH REVIEW SUBMITTALS. SECTION VIEW_A INTERIOR COATED N',rH - ------ 2 COATS WAILRPROOFING WATER HEATER !DETAIL rTDETAIL - 09EASE INTERCEPTOR SCALE: NONE P51 SCALE: NTS NOTE: QQNjRA=B__ISZVERIFY DIMENSIONS FOR STRUCTURAL_NOTE ID INVERTS FROM GRADE TO CENTERLWE. COORDINATE 1. CONCRETE: 28 DAY STRENGTH f'c = 4500 PSI INVERT ELEVATIONS WITH CIVII_ ENGINEER. 2. REBAR: ASTM A-615 GRADE 60 3. MESH: ASTM A-185 CRADE 65 0 CONTRACTOR SHALL PROVIDE & INSTALL ALL INTERIOR 4. DESIGN: ACI-318- 83 BUCKING CODE PIPING IN GREASE INTERCEPTOR.. ASTM C--857 'MIN. STRUCTURAL DESIGN OLOADING FOR UNDERGROUND PRECAST CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR CONCRETE UTILITY STRUCTURES' APPROVAL TO LOCAL OFFICIALS HAVING JURISDICTION 5. LOADS: HS-20 TRUCK WHEEL W/30% IMPACT . P x, DATE: SEPTEMBER 2004 PRIOR TO PURCHASE AND INSTALLATION. �'"•"5�4_�G i N �,���\ JOB NO.: _ 0208-00 RCD k ® CONTRACTOR SHALL FILL INTERCEPTOR WITH CLEAN _G4LLON CAPACITY1500 _ t�see r DRAWN BY: WATER. ALL PIPING CONNECTIONS AND GRADE RISERS _UTILITY VAULT .__ 4696-GA - - CHECKED BY: --GAP SHALL BE GAS & AIRTIGHT. DIM "A" 9'-4" - q ---- ,x _ DIM 8 5'-4' �,_ REVISIONS: U MANHOLE STEPS (2 TYP.) SHALL HE INSTALLED AT 24"� D ?�-_RA_ - ��4cg4�r ` j99J���,`�> 1 -t2/2e/04�S- ACCESS MANHOLE RISERS, AS NOTED (2 TYN.). --- Olfd -Q- _�- �'D A.CPQ Vpi CONTRACTOR SHALL PROVIDE (1) ONE HOOK LADDER FOR WATR DEPTI4 DIM "E" 5'-5" ACCESS TO INTERCEPTGP OF 3/4" DIA. RUNGS ON 12" EXPIRES 12/Jt,n_j - - _---�— CENTERS. SIDE RAILS SHALL BE 1-1/2"x 3/8" FLAT BAR — "00 SW 8wwrton-Hiq�M�• ( 1/2"x 3/8" WHEN LADDER LENGTH IS OBER 12'-0") FILE: P5.1.dwg SPACING 012", HOT DIPPED GALVANIZED. CONTRACTOR o Beavvy, Or 250 eowrton, Oregon 97005 SHALL COORDINATE PURCHASE OF AND LENGTH OF HOOK flN Rnaw (503) 292-6= ° LADDER WITH INTERCEPTOR MANUFACTURER. PROVIDE ENGINEERING3, INC.'"` 1S0J) 292-1422 e�"..:G".«.etw xtit:� E-moa r" DETALS ft "°�""�9"'m I LADDER TO OWNERS REPRESENTATIVE. o„�,.,t No 262 16001 (7(w A Cont,ct AR RrAERO P501 ate LEGIBILITY STRIP o2 73 4 5 s 7 A s e 2 4 s 17 is 19 20 21 22 23 24 2F, 26 27 2e 29 30 o me, m 81 I t OI N°Nt s toa l i 'I I I 11 I I III I I ! I I I C1 S q .�J�nIF1�:1dAi ,1.•.�1i�1��.l�,ita.1� 1�,I�1J4,1,1 ,�i �1.t,�Ii,l.�I I LIJ,�,IJ..t�tlLl.l���.l�.l�;�.I�l�l��ll�l�i�,�l�ll�►1aJ111.1 ',11� �v a m y -: , ,, .:�.._., :.. 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ELLIS ESLc(L_J_—n IJIC O -Nn S cs-z ASSOCIATE .01 FARCHITECTS P.0. ol LV-2 2 1230 SW First Ave.. 30• 2- VV co Ph. 603 223-8963 _0 Portland, Oregon 87204 Fox 603 294-0827 2 PLUMBING WASTE AND VENT ISOMETRIC SCALE: NTS 4"- 2'VTR ZDATE: SEPTEMBER 200-4 11 JOB N:1.: 0208.00 S- 1 ' DRAWN BY: RCD ' � CHECKED BY: GAR / 6N 4 ' REVISIONS: �;Q 1 12/20/04 _PLAN H 2^ A. 2 - EXPRES 12/31/05 WL4 9400 SW ewwion-Mid" FILE: P5.2.dwg mighty". Soo 2502ewmlon, 0ronn-9700 ? 2 Morw (503) 292000 A (S03)ENGINEERING. NmoaCo.� IN ,Q . wABTE AS VENT ISOMETRIC , Cutr arsrp0 SHEET IS AN ADDITION TO ORIGINAL K ..mar.:.. .. : . 3r % �T. W.+M.. +.+I�h WM.H SNF+1,1.4..4h �.I�.I.FLAIAAA11 e....LIX Y+A,.�.`ILII I.IL •-9tiil�tn I!t 1�1 I'�n tl>• BID SET TO REFLECT PLAN CHECK COMMENTS FOR PLUMBING ISOMETRIC. 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I rte' WCC I I I 2" i I /rr / / r\ l i l I I -2.. 4 r110r/ S-2 I /J I S-2 J I lo, I2" // 2„ I 2" I I � ELLIS ESLICK ASSOCIATES ES ,•_/ � �� /r- `- 1 �L,� / ,�\ /� I ARCNITECTS P.C. �J J i 1 1230 SW First Ave, 300 Portland. Oregon .87204 3" ;3% \ /^ I // / Ph. 60223-6963/ 2" Fax 503 294-0827 SS=1] 2r'' 2" .._� I / I 1 I I 2.. I I r- !/ Q�' � N. N, N, r PLUMBING - WASTE AND VENT" ISOMETRIC I rr wC-2 P5.3 '(Al F_: NTS Lrp� 4" \� c0. UAif PTEMBER 2004 JOB NO.: 0208.00 8 2" ,9s,y r DRAWN BY: RCD BY: _ OAR IQ \y RiV1512/29,04FK qRD A.CPG`' •- [ EXPIRES ,2/31/05 „/1 YyS�4 9400 SW 9"wton-Hftdf 1• FILE: P5.3.dwg t gh", Suae 250 -- IseovKton, aeyon 92005 2" Phony, (503) 292-6000 EN(;INEERMINC.FAX: (503) 292.1422 PLUMBING ,.: { •! j4"somw", E-mea. mmgheenq con ��9 WASTE A7V0 VENT tjj180ME TRIC Foe No. 2t2 010.001 _ tocl. ONLY ERO i �e' Y SHEET IS AN ADDITION TO Of 'NAL n Q BID SET TO REFLECT PLAN CHEt-t: COMMENTS FOR PLUMBING ISOMETRIC. P 5 . 3 �. f. /. 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ELLIS ESLICN ASSOCIA� ES ARCHITECTS P.C• 1230 SW First Avs, 300 112- >> Portland, Orogon 87204 Ph. 603 223-69631001, / Fox 603 234-0827 / r I � I / /L.. I PLUMBING -_WATER ISOMETRIC _-- I I � I ' 2_1/2" 2., /< /\ 1/27 \,/ I DATE: SEPTEMBER 2004 JOB NO.: 0208.00 8 �\ 19e9e DRAWN BY: RCD rte,. CHECKED BY: OAR I REVISIONS: �t t 12/29/04 REVISIONS N V II EXPIRES 12/31/0 - - 1400 SMRNV rBRavarlM-Nalldtlk 9 FILE P5.4.Cw wah�r• safe 250 a e.ow,+a+,opa, 92005 =, b ftw- (503) 292-8000 ENGINEERING, INC.t �(50`) 292-1422m PLUMBING - Pw , M2a2^o e.o0 � , ERc WATER ISOMETRIC LI 11 >F4 A>nSHEET IS AN ADDITION TO ORIGINAL_ JN NN-_ BID SEI TO REFLECT PLAN CHECK \ Y L 112- p COMMENTS FOR PLUMBING ISOMETRIC LEGIS'LITY STRIP a LI 1 1 OI R 4 c � y w� i o41oz Z i 1J�J� 11+ U,li� !• �htl ,a��11 ' U. 1�.�1>�ah.l�si1l�t iiy11, ►� t�u�Ltltl: lt�1�I(11.111a1�1� tl, iIi�Gltlall.L�lLllhl�a(il�a���.��i�)_�� -(I;II�.i ;,, „ wEIl ! ►* ._ w,w�aerR ,w�r �4�u,M. .�Y:'?+Ib"*' *N*t, pclP»nw�!+ tr.ae+.a w-"rM F .a...,a.cr .w1 l t 140 / I 0 w � 3/4' I /I W LE 140 / 140 I4 O 3/4r� r 0 �I,H- � � I 1••_ — 222 i I I rrr �� 22_. 29 j / /rr JAOR 140 3/4 \. 29> �\ t4 s 1408 0 HB-3 Cr \ \ 3/4 140R40 •\ \ 1ap 3/4"—,/ 0 t q�R � \ /l C7 1 1/2 r - ] / taOR p / / 1/2 — y / F 3/4" / la / 4OR t 140 / - I \� / / t ()R AO 3/4" 3,4"-\ 1-1/2" / I I3/4 3/4" I ,/ / 1-1/4" / o OR / t 140 —3/4- \ 3�q" ELLIS ESLiCK s–z 7 ASSOCIATES ARCHITECTS P.C. Af 1237 SW Flr-t Ave., 300 Portland,kiO 97204 % I Ph. 03 22 223-6863983 Fox :303 294-0827 '1 I / I LH X� e / - 1 112" �. �\< �2 DATE: SEPTEIAAER 2004 1-1/2" I '1 ✓ P 1N /� JOB NO.: 020800 . 9fQ8 `�J DRAWN BY: — _ RCD T CHECKED BY: OAR REVISIONS: -.----.-- t y e —CHffWC=2] � qR�5,19 \5���/` 1 /0 12/294 -REEVISION $ K W 112" r/ \ EXPIRES 12/31/05 / I 9800 Be250-Halal. FILE: PS.S.dwq -- Nighway,y, Su4@ 250 c P-1� Btowrton, Ikagon 97005 r _ Phom (503) 292-b000 _ PLUMBING - WATER ISOMETRIC ---_ ..__----- -_ _-_ - ENGINEERINQ. INC.r""' (503) 292-1.0 PLUMBING - I f 5.5 SCALE: NTS ftiM...,� ug.lseawl�.r E-maa ,..ny�.enycom WATER 180MFTRic k',r1� - I Praia t tr, 252.016001 Contact OARY RY-[PG 1�a I SHEET IS AN ADDITION 10 ORIGINAL . BID SET TO REFLECT PLAN CHECK � COMMENTS FOR F)I..UMBING ISOMETRIC. 5, M5 P LEGIBILITY STRIP 1 t 11F 17 I(3 i a 2 2,1 01 Q q r r l NONt a IU?. 1 ��►IGIaJ�1.t!. J1 !. l.�l.� !aJ.�l1(lUi����ll�ilJ l�a���JllllaJ�ll,1.� 1.h!11�1a1�h'' 1���i�.111�!.I�1J:bllG l�11a� !.I '11�! .�� ,.v,,:: r'•1'.'. ...: _ ..K.,.., ,_ ... .,, 1 of, "Oil . t ,.. — ...... .moi. ..... .. .... ... .., - ,.: ., :. .......... ...... '. .. :..::: : :rP 1 N GREASE INTERCEPTOR SIZING CALCULATORS: - PLUMBING FIXTURE CONNECTION SCHEDULE O GENERAL. NOTES � CALCULATIONS BASED ON: UTILITY VAULT PRECAST INTERCFPTOR SURVEY - MARK T FIXTURE W V I:W IIW IW -- MANUFACTURER I. THE DRAWINGS ARE DIAGRAMMATIC. PROVIDE ALL MATERIAL (NEW AND UNDAMAGED) AND Z OREGON STATE PLUMBING CODE APPENDIX 'H' s WALL HUNG, 1.6 GPF VALVE, � LABOR FORA COl1PLETE AND OPER,­aLE SYSTEM. VERIFY ALL BUILDING MEASUREMENTS, O ASPE DATA BOOM KOHLER K-4330; DIMENSIONS AND EQUIFMENT LOCATIONS BEFORE PROCEEDING WITH ANY OF THE WORK. wI I SOAN "ROYAL 111" CHAIR CARRIER, WALL SUPPORT, WATER CLOSET 4 L 1. DESIGN CRITERIA SLOAN VALVE ELONGATED, STD. HEIGHT, WHITE 2. ALL INSTALLATIONS SHALL COMPLY WITH APPLICABLE FEDERAL AND STATE CODES W W/ WHITE OPEN FRONT SEAT _ INCLUDING UNIFORM BUILDING CODE (UBC), UNIFORM PLUMBING CODE (UPC), cr A. 1 FIXTURE UNIT (FU) = 7.5 GPM - --------------- _ --------------_ B. DETENTION TME = 10 MINUTES Wf.It,< CLOSET KOHLER" HEIGHT K-4330; INTERNATIONAL MECHANICAL CODE (IMC), UNIFORM FIRE CODE (UFC), NATIONAL FIRE O ADA HEIGHT wl; a I SLOAN ROYAL 111" SAME AS WC-1, EXCEPT ADA PROTECTION ASSOCIATION (NFPA) AND UNIFORM STRUCTURAL CODE (USC). THE ABOVE FLUSH VALVE MENTIONED UNIFORM CODE SHALL ALSO INCLUDE THE OREGON SPECIALTY CODES. 2. FIXTURE CONNECTIONS --- ------ --- - -- ---- --- ^_.__- -______.__ WHERE TWO CODES DIFFER THE MORE STRICT OF THE TWO SHALL BE FOLLOWED. KOHLER K-4321; LL A. SCULLERY 3-COMP. SINK: = 1 0 3FU - 3FU w, s WATER CLOSET 4 2 1 SLOAN "ROYAL 111' FLOOR !.COUNTED, CHILD HEIGHT. 3. OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS REQUIRED BY THE GOVERNING B. DISPOSAL = 1 0 2FU = 2FU CHILD HEIGHT FLUSH VALVE OPEN FRONT BLUE SEAT. AUTHORITIES HAVING JURISDICTION SUBMIT ALL CERTIFICATES PRIOR TO ACCEPTANCE. D. FLOOR SINKS RFU : DISHWASHER = 1 ® 3FU = 3F1! E. FLOOR SINK;= 1 FU i ® 1 FU = 1 FU KOHLER K-5016-ET - - - 4. PROVIDE A STATEMENT OF WARRANTY TO REPLACE ANY WORK GR MATERIAL WHICH F. FLOOR DRAINS: MEAT PREP (3 EACH) - 6 0 1FU = 6FU , URINAL 2 3/4 SLOAN "ROYAL_ 186.1 WALL HUNG, WALL HANGER, 1.0 DEVELOPS DEFECTS, EXCEPT FRCM ABUSE, WITHIN ONE YEAR FROM ACCEPTANCE WITHOUT G. MOP SINK = 1 0 3FU = 3FU ADA HEIGHT FLUSH VALVE GPF VALVE ADDITIONAL CHARGE TO THE OWNER. H. HAND SINK: = 2 0 t FU = 2FU ----- - - ------- -- -- -- TOTAL = 20FU WALL HUNG, RECTANGULAR, CHROME 5. MANUFACTURERS AND MODEL NUMBERS LISTED IN THE PLUMBING CONNECTION KOHLER K-2005 KINGSTON; GRID STRAINER, P-TRAP, SUPPLIES SCHEDULES ARE THE BASIS OF DESIGN. SUBMIT SUBSTITUTION REQUEST FORM FOR IV I LAVATORY I-1/2 1-1, : 1/2 1/2 CHICAGO 650-4 SENSOR FAUCET & STOPS, WHITE, WALL HANGER OR DIFFERENT MANUFACTURERS AND PRODUCTS FOR REVIEW. CONCEALED ARMS, 4" CENTERS 20FU x 7.5GPM = 150 GPM x 1.0 MINUTE DETENTION - 1500 GALLONS COORDINATE WITH DN. 16 ( ) _ _ _ F. VERIFY ALL ELECTRICAL REQUIREMENTS BEFORE ORDERING EQUIPMENT. USE 1500 GALLON INTERCEPTOR SAME AS LV-1, EXCEPT CHILD - - -- LV-2 LAVATORY 1_1/2 1-1/2 1/2 1/2 KOHLER K-2005 KINGSTON; HEIGHT, VERIFY WITH 7. INSTALL ALL EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS. CHILD HEIGHT. CHICAGO 650-4 SENSOR FAUCET ARCHITECTURAL. COORDINATE WITH DIV. 16 8. RED MARKED "AS-BUILT", FULL SIZE, BLUE LINE DRAWINGS SHALL BE DELIVERED TO THE ARCHITECT PRIOR TO ACCEPTANCE. S-1 SINK 2 1-1/2 1/2 1/2 ELKA" LRAD2222; LK-35 STRAINER 1-COMP8TMENT STAINLESS KITCHEN EQUIPMENT CONNECTION SCHEDULE CHICAGO 201A-317 FAUCET 9. COORDINATE WITH OTHER CRAFTS AS REQUIRED TO COMPLETE WORK IN ACCORDANCE SUPPLIES & STOPS _ WITH CONSTRUCTION SCHEDULE. FURN INST WATER GAS ELKAY DRKAD2517C; LK-35 STRAINER 1-COMPARTMENT STAINLESS NO QTY BY BY H.W. C.W. W. SIZE MBTU REMARKS S-2 SINK 2 1-1/2 1/2 1/2 CHICAGO 786-GNBAE3CP-317 FAUCET STEEL, 18 GUAGE, P-TRAP, 10. TEST ALL EQUIPMENT PRIOR TO ACCEPTANCE IN THE PRESENCE OF THE OWNER'S 12 1 RANGE FEC FEC 1/2 60 LK-1141A BUBBLER SUPPLIES & STOPS REPRESENTATIVE. ELKAY LRAO-3321; LK-35 STRAINER 2-COMPARTMENT STAINLESS 11. CONTRACTOR TO PROVIDE ACCESS DOORS WHERE REQUIRED. 14 2 CONVECTION OVEN FEC FEC 1/2 60 CHICAGO 2003-317 FAUCET STEEL, 18 GUAGE, P-TRAP, " S-3 SINK 2 '-1/2 1/2 1/2 Ic SUPPLIES & STOPS 1 2. ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF AT AN APPROVED LOCATION. 21 1 (,'ULINARY SINK FE': FEC FS MANIFOLD (3) 2 DRAIN TO FS IN-SINK-ERATOR H-990 (IN„ HOc) COORDINATE INSTA-HOT & 22 2 SWING FAUCET FEC FEC 1/2 1/2 IN-SINK-ERATOR BADGER 1 (DISPOSAL) DISPOSAL WITH DIV. 16 TRENCHES FOR PIPING SHALL BE SHORED AND WIDE ENOUGH FOR PROPER INSTALLATION. � z ---- PROVIDE 3/4 INCH MINUS CRUSH ROCK OR SAND FOR BACKFILL. COMPACT FILL FOR `- 23 1 CHEF'S TABLE FEC FEC FS 1W TO FS _ BRADLEY MG-2/IR Q - ----- - - - WF-1 WASH FOUNTAIN 2 1-1/2 1/2 1/2. 2 STATION - SENSOR OPERATED P-TRAP, SUPPLIES & STOPS. PIPING TO MEET 989 COMPACTION. COMPACT AT 6 INCH LIFTS. PIPE SHALL LIE ON Z 25 1 FAUCET FEC F_��- 1/2 1/2 _ _ _ __ __ WITH SKIRTING. COORDINATE WITH DN. 16 COMPACT 6 INCH BEDDING. 28 2 HAND SINK FEC FEC 1-1/2 BRADLEY MG-3/IR P-TRAP, SUPPLIES & STOPS. 13. FURNISH STOPS, SUPPLIES AND CHROME PLATED 17 GAUGE P-TRAPS FOR ALL PLUMBING D 29 2 ELECTRONIC FAUCET FEC F'F(-: �1/'2 1/'2 WF-2 WASH FOUNTAIN 2 1-1/2 1/2 1/2 3 STATION - SENSOR OPERATED COORDINATE WITH DN. 16 FIXTURES. WRAP STOPS, SUPPLIES AND P-TRAPS ON EACH LAVATORY TO MEET ADA WITH SKIRTING. _ 31 1 PRE RINSE FAUCET FEC FEC 1/2 1/2 - - WALL MOUNT, WITH BACKSPLASH REQUIREMENTS. (BROCAR PRODUCTS, KIT 500R) DF-1 DRINKING FOUNTAIN 1-1/2 1-1/2 1/2 ELKAY EDFP217C AND SKIRTING. 32 1 DISPOSAL FEC FEC -1/ --- -- - - 14. CONTRACTOR TO FLASH AND COUNTERFLASH VENT THRU ROOF WATER TIGHT. J 34 1 DISHWASHER FEC FEC FS 1W TO FS DF-2 DRINKING FOUNTAIN 2 1-1/2 1/2 ELKAY 1001FR J 42 1 COOLER EVAPORATOR FEC FEC FS INSUL WRAPPED DRAIN LINE TO FS SEE - - t 5. INSULATE ALL CW AND HW PIPING PER CODE REQUIREMENTS. ---- - FD-1 FLOOR DRAIN 3 SMITH 2005-A PRIME Ln INSUL HEAT TAPE WRAPPED DWG 16. PRIME ALL FLOOR SINK AND FLOOR DRAIN TRAPS. 45 1 FREEZER EVAPORATOR FEC FEC FS DRAIN UNE TO FS SEE COMMERCIAL ENAMEL 17. LOCATE ALL PIPING IN CONCEALED SPACES UNLESS LISTED OTHERWISE. - -- - ---------- --------- FS-1 FLOOR SINK 3 -. PRIME, 1/2 GRATE 48 1 MOP SINK FEC FEC 3 DWG 906-3 49 1 MOP SINK FAL CET - FEC FEC 1/2 1/2 -� - -"--" --- 18. SPRINKLER PIPING SHOWN IS DIAGRAMMATIC ONLY AND IS NOT TO BE USED AS A TOTAL _ S, SEE COMMERCIAL ENAMEL DESIGN. SYSTEM IS BIDDER DESIGNED BASED ON MAIN ROUTING DIAGRAMMED. FS-2 FLOOR .,.NK 3 PRIME, 1/2 GRATE 50 1 FLOOR WASHING SYSTEM` FEC FEC 1/2 1/2 DWG 910-3 M - - 19. FIRE SPRINKLER PIPING AND HEAD LOCATIONS AND TYPES ARE SHOWN FOR DESIGN C RD-1 ROOF DRAIN J.R. SMITH 1330 INTENT ONLY AND ARE TO BE VERIFIED BY DESIGN INSTALL CONTRACTOR. SPRINKLER -- --- - - - -- - -- -- --- - _ - - SYSTEM FINAL DESIGN IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR. SEE RD-2 ROOF DRAIN J.R. SMITH 1010 SPECIFICATION SECTION 15300. GAS CONNECTION SCHEDULE PLUMBING LEGEND --- --- - - - OD-1 OVERFLOW ROOF DRAIN J.R. SMITH 1330-WD 2" HIGH WATER DAM 20. ALL DETAILS SHOWN APPLY EVEN IF NOT SPECIFICALLY REFERENCED TO. cl) TA EQUIPMENT LOCATION MBH PIPE - `- ----- - 1 CW COLD WATER OD-2 OVERFLOW ROOF DRAIN J.R. SMITH 1080 2" HIGH WATER DAM B-1 BOILER - BOILER ROOM 935 1-1/4- -- --HW HOT WATER DS-1 DOWN SPOUT BOOT - B-2 BOILERA BOILER ROOM 935 1-1/4" - - J.R. SMITH 1786-24 RTU-1 ROOFTOP AC UNIT POD A - NORTH 800 1-1/4" -- - - - HWR HOT WATER RECIRC KOHLER 6710 RTU-2 ROOFTOP AC UNIT POD A - SOUTH 525 1" SS-1 SERVICE SINK 3 2 1/2 1/2 CHICAGO 897 FAUCET _ - TW T1h' TEMPERED WATER RTU-3 ROOFTOP AC UNIT GYMNASIUM 400 1" 140 140 140'F HOT WATERHB-1 HOSE BIBB 3/4 SMITH 550907 NON-FREEZE RECESSED WALL RTU-4 ROOFTOP AC UNIT POD B & C 800 1-1/h" NON FREEZE BOX RTU-5 ROOFTOP AC UNIT MULTIPURPOSE 365 1" 1408 140R 140'F HOT WATER RECIRC -- HB-2 HOSE BIBB 3/4 3/4 SMITH 556007 NON-FREEZE, RECESSED WALL RTU-6 ROOFTOP AC UNIT - POD 0 800 1-1/4- ---------- V VENT NON FREEZE BOX, TWIN TEMP. WH-1 WATER HEATER BOILER ROOM 399 1" _�l--�d--�L V VENT (BELOW GRADE OR FLOOR) HB-3 HOSE BIBB 1/2 1/2 SMITH 3380 RECESSED WALL BOX, TWIN CONTROL. BOX NON FREEZE TEMP. 12 RANGE KITCHEN 60 1/2" W SANITARY WASTE (ABOVE GRADE) - ----- -- -- --- - 14 DOUBLE CONVECTION KITCHEN 60 1/2" �- _.�. W SANITARY WASTE BELOW GRADE) ET-1 EXPANSION TANK 1 AMTROL ST-30V-C OVEN (2) EACH TOTAL. MBH 6139 3" P'W PW SUMP PUMP WASTE SP-1 SUMP PUMP 1-1/4 HYDROMATIC SW 25/33 15 GPH, 20 FT. HEAD, '20V, 1/4HP. COORDINATE WITH DIV. 16 -- _GI___ GI GREASE_ INTERCEPTOR WASTE GT--1 GREASE INTERCEPTOR 4 3 UTILITY VAULT 4686-GA PIPF SIZE MBH __G G NATURAL GAS - CW-1 CLOTHES WASHER 2 2 1/2 1/2 GUY GRAY T200 3/4" 330 ---D D CONDENSATE - 1'• 621 F F FIRE WATER MAIN RPBFP-1 EACKFLOW PREVENTER 1 009M2-QT AIR GAP FITTING. 1-1/4- 1274 --�-- - SD --- SD STORM DRAIN CP-1 CIRCULATION PUMP 1 BELL & GOSSETT COORDINATE WITH DIV. 13 i-1/2" 1910 � PR 2" 3678 SP SP FIRE SPRINKLER 2-1/2' 5881 CP-2 CIRCULATION PUMP 3/4 BR`EL 2 BFGOSSETT COORDINATE WITH DIV. 16 3" 10362 - - --- MX-1 MIXING VALVE 2 2 LEONARD TM-150E B.G. BELOW GRADE PIPE SIZING BASED ON 2 PSI DELIVERY A.F.F. ABOVE FINISHED FLOOR DN-1 DOWNSPOUT NOZZLE SMITH 1770 332.5 TOTAL DEVELOPED LENGTH I.E. INVEPT ELEVATION - WH-1 WATER HEATER 2 2 A.O. SMITH BTR-399 DS DOWN SPOUT I -- -- ---- --- VTR VENT THRU ROOF' AD-1 AREA DRAIN SMITH 3101 9 FD FL_`OR DRAIN 10 PIPE SIZE TO FIXTURE SAME AS CONNECTION SIZE SHOWN ABOVE UNLESS INDICATED OTHERWISE ON DRAWINGS. C-LL15 ESLyCK m FS FLOOR SINK ASSOCIATES 0 CO FLOOR CLEANOUT ARCHITECTS P.0 u COTG CLEANOUT TO GRADE WCO WALT_ CLEANOUT 1230 SW First Ave., 300 Oregon GATE VALVE Ph. 603 223-898: Fax 603 294-0827 Lal BALL VALVE F4 CHECK VALVE SAFETY SOLENOID VALVE PRESSURE REDUCING VALVE tdl BALANCING VALVE BI HOSE BIBB WH-1 PLUMBING FIXTURE MARK NO. SEE PLUMBING FIXTURE CONNECTION SCHEDULE. g Ot SHEET NOTE 11 KITCHEN FIXTURE MARK NO. SEE KITCHEN FIXTURE CONNECTION SCHEDULE. - DATE: SEPTEMBER 2004 JOB NO.: 0208.00 fi 19698 \ '- DRAWN BY: RCD CHECKED S ONSBY: GAR 5 --- q'Po A.CPQ 10 04 ---- 05 EXPIRES 12/31/05 9400 SW 9earaton-I+11,.jq,- FILE: PI.O.dwg - N19ho", Sidle 250 Beaverton.Oregon 97005 7 o Phone: (501) 292-WW , ENGINEERING, INC.FAX (503) 292-1422 COVER SHEFT RAV '.I t� + E'nwer'.+g Inlegreted tb wio-r' E-mo11 re'.rgheenp oom 262.016.001 CaMac! GARY RYBERG p 1 0 n� v 1 �go •1.Z4� e 11"'ll! lir' II1,111 ,Ilil'llll 1111 illl II C(� I I II I � II� II �IIIII1111111 IIII�IIII Illl� lii illl�llll IIII�I'll l•!'i� irllli�W I I. . u1 i ilin•ii • r, . ;I tl Lill Iln iilnllull!I I,II IIS! LEGIBILITY STRIP o m0" ,m I J, r� 0 10 11 12 13 14 I 1 e 7 '8 19 20 211 212 1213 1214 215 1218 2- 2P30 c - e LI I I OI q M3141 , :OE ;��.�1a 1�!�1�I. ;I,W�I�1t1a 1�1'i I�;11L1t 1�ll ll lea f t 1�1111!,1L 1�Lli.l�lid�i 1>�11t tl;.I� l t l a ICJ!1 i.�I Llll.1.1t1�1 1��1�1t��lal ;lu�liJ 1 11J 11L11 ,I�lll�l i lata l J�1 11J 1111�I L�aJ;.l; IJP L1�lLl�la Lala! 0 a .M1 0-0,71 yy , .. 1 i i f r C� C%v Cn 0 V W cc KEYED NOTES (DSEE 1/P3.2W FOR CONTINUATION. ,. d O ROUTE COLD WATER DOWN IN WALL TO MANIFOLD AND CONNECT TO Q FIXTURES. PROVIDE SHOCK ABSORBER WITH ACCESS PANEL. O SEE CIVIL FOR CONTINUATION. O SLEEVE DOMESTIC WATER AND FIRE PIPING ENTERING BUILDING. U5 PROVIDE DELUGE TYPE SPRINKLER HEAD CENTERED ON RE-LITE. : a � SEE 1/P3,3 FOR ALTERNATE � PARTIAL. PLAN OF THIS AREA.. - _ O 2WC-1 i TYP.3 TYP.22 _1 I , I � WF-1 --r- r WF-2 WF- U) WF-1 a. ' WEST I ._- � � ✓ �- !® STAIR I 1 c c.y..- - - 2 t UR-1 A105 - ALI_ PIPING DF-1 I ! _ --— -- —' ►�+ _ _ - 3J4--" ABOVE CEILING 3/4 2 2"- 7SID P - - — -------- — SP 2 SP-- sp a2F-1 714 Fit (D-- w -3/4 1/2" 31 - ------ — � IL LD '1 S-2 1 ' S--2 r` 3/4" fl O O O O -- — ♦ -- -FIRE RISER 4 2-1/2" DOMESTIC _,i; WATER MAIN =0c - r F HB-1 C4)Q FIRE MAIN FiFcG FS-2-1 S-2 S-2 I (M�-— - -- GAS METER ly I AND SERVICE - s-2 ,, CLASSROOM � 't 1 I Aiip 4 � a5gF200 I �3J4~ _ - - I ' 1 , i I F ) fit] -- - - - -- - -- - - - - — - —� i E L L i S E S L I C K ASSOCIATES _ SEE SHEET P3,1E ARCHITECTS P.C. - �, FORCONTINUATION. r 1230 SW Flrat Ave.. 300 1 i I Portland, Oregon 97204 Fax 503 294-0827 ti I I .I , t 1 4 Y DATE: SEPTEMBER 2004 �, ��It R Qy JOB NO.: 0208.00 LOWER PLAN - WEST 4� 1, -- F1/8"=V-0" 4 '�a�e �� DRAVvN BY: RCD P3.1W CALF: 1/8"=�'-0 -------- — REV SKONS:Y: CAFE r EXPIRES 12/31/,NS� - --- ALE — goo SIN(ieawton-Nlnseoa FILE: P3.1.dwg - a Highwov. Su to 250 D eeowi .Oregon 97005 ; Phoney (803) 292-6000 >. ENGINEERING, INC.FAX (503) 21,.-1422 'Ewf.e ^9 n�1.e1•d 9oMlOne' E-molt. neeng9lreyrp.com P ;..y„_1 pv 202 016 001 contact: Q#xy Rreb o- N- WEST } � P3 - 1W LEGIBILITY STRIP 20 21 22 2'3 P4 25 2R 2' ?'n 29 30 — ffm p l I I Of .,,,.�1'�-IL,L�,�.;.�tJ�lt�,Wyt1.���l,tU,l�,l�:h.l�.la,lel►1,�1��1�.,f�Ji.�1!!I,L!_tn�tll,l�l,faAll.�:w1,t�,1!J.IJ!.�1���,u�l�l�l�..l��l.>.i �,�.1.t),�.l:�lll,�,�,�lll�u.I�J.>.lal.tl�.l►.ltla�.il-.�l�l��,L.t�J,�I��IJ,�,II,�.L�.U��lt� ° y 4 • ;y �!+RWON vow RIMc4wt5+ .y}. ra v ' N N N KE=YE=D NOTES U SEE 1/P3.2E FOR CONTINUATION. Z O2 NROVIDL DEI.iIGF T(PE SPRINKLER HEAD CENTERED /O/rt ON RF--I.,TF. V W 0/�3 ROUTE 1/2" HOT AND COLD WATER DOWN AND UP 0 TO SERVE FIXTURE ON MAIN FLOOR. �4 HOLD PIPING AS CLOSE TO CEILING AS POSSIBLE. �'"�'� • L ccI SEE 1/P3.3 FOR ALTERNATE PARTIAL Pl ZN OF THIS AREA. � Z 1 Z ® D b J I J ALL PIPING ABOVE CEILING — - y SP SP SF — -- 5F — SP SP ?j 2 1 ; ij. 1-1/2 - I I I 3/4.. 4J 11/4" 1-1/ I I C i 4"3/4" I I I I (10---1 5-2 WC-2 5-2 I -2 �I 3 S-2 ( 1"HW 1 S-2 3 S-2 3 - i � — I I'll 1. I T@� I �l I : 9 HB-1 3/4,. SEE SHEET P3.1 W FOR CONTINUATION. r ELLIS ESLlCK + ASSOCIATES ARCHITECTS P.C. 1230 6W First Ave, 3010 Portland. Oregon 97204 :r Ph. 603 223-9963 r. Fax 603 294-0827 ALTERNATE CLASSROOM - y LOWER PLAN - EAST '_2, PLUMBING w _ T�.�IE SCALE: `P:1.1E SCALE. 1/�' = 1 -C* 9 c p .� DATE: SEPTEMBER 20uU �Sy�6INt�'y� JOB NO.: 0208.00 1904e DRAWN BY: RCO f CHECKED BY: GAR REVISIONS: A.CAp�`? 4laf —_ — EXPIRES 12/31/05 — - ---- a woo SW be...ton-wows. FILE. P3 dwq H1gh"or, StAt 150 I _. %ano l on, a ENGINEERING. INC.r"" (503) 292-1422 I 9�ooe . fi Phos. (5031 292-e000 !r InQw..ha w•cvnw 3r+.:lo.r' Ene+q�rw.nacom LowEFi FLAK �oR rroret 1+,: 2e201e00+ RIM EAST t $E A4 ^W P3 - 1E jill LEGIBILITY STRIP _ c B 8 9 C, 12 3 t9 20 ?I 22 23 24 25 2;; 29 20 ;. Z' 1 of ai +'.I� �JI�I + U X .1 4111+1+rAlilt 11111 I 1 0 , 6 kJ�y. • . ., w,..n�. �A11� iNN41iMrt Yi RtXh ,,. �- tN1►e1MN�+!�+dMlht _ MM4Nb �11w 41P Tom• I C.r5� .ry r 4. N N ti 0 0 W cc KEYED NOTES -• 0 ROUTE GAS FIFE jF 1HROUGti RCUF FOR CONNECTION TO ROOFTOP AC UN'T. SEE < _ 1 DETAIL 1/P5.1 ` (� BEE 1 ' U ROUTE CONDENSATE DRAIN TO ROOF DF•AIN. ~ do '�- "■ t SEE DETAIL 7/P5.1, S-3 ��• O3 ROUTE HOT & COLD WATER DOWN TO BELOW FLOOR AND OFFSET AS SHOWN. SEE 1/P3,4 FOR ALTERNATE PARTIAL PLAN OF THIS AREA. O ROUTE COLD WATER DOWN TO MANIFOLD ANDCONNECT TO FIXTURES. PROVIDE WA 'R HAMMER AP RESTOR WITH ACCESS 1 wC-1 1 PANEL. 1 1 O5 SEE 1/P3.1 W FOR CONTINUATION. �` 1 J • 1 1 1 O PROVIDE DELUGE TYPE SPRINKLER HEAD 1 , _,• ; 1 CENTERED ON RE-UTE. 1 '1 f WC 21 t'`= • 1 • ' � 1 V-1 1 I 1 u Cc 1 S-2 111 WC-3 t 1 4 1 S- Y 1 no 4 -2" SWC-3 LV-2 W-1 -" • 1 , 1 1 ` LZJ 1 {� +• SEE 3/P3.3 FOR ALTERNATE C eM PARTIAL PLAN OF THIS AREA. ' - WXTI`5 S-2 �L'-' 1 1 MBH 1 2 7 TU 935 MBH 5• 3 �,p 2 TYP 3 1 �2 5. B HB-1 S 1 B MBH ON ROOF - - ii 1 ', �.__..- 800 1 2 WC-1 wC-2 MBH 935 MBH NP• 3 TYP. 2 an WF-2 f-;" WF-2 - LR- ...1-1/4'G - WH-16I ___- - -...... --- ------ ----- --� `_ -------- 111 III �- 1Y UR-1 I i 1-1/4»G TO11�� 1 1 I °__. _ - - I I P .1 I Imo- I ►j 4 F-1 _ _ 11 I - - - - I t 1 - 2 - - i ' - dI =_ ---- ` - J - --- --- - - -------- - T - -- �-r—=r--r----t— 1 L - --_ ----------J "G 1 -- ------------- l2-L- -- -- -� L------- - -- ---- �r• " I I � 1 2" - _. a _—._y -- -- --- - -- -- - ! I 2-1/ ae; i SP -- SP I+ C� T G SP G SP —' -- — 140 140R - - --- - - ? --- --- 2-1/2"JI L PIP r_ SP G » - - ,• 1 j I tail 2 I �/ 06 - C_� -----G -- SHOWN IS IN' 1 _ L- - /2" I -1/2 1 1»G 2- SP 1/2 L } - t I - - - 1 • - CEILING SPACE I ' ' 2 } -- ---------------- --- ---- ' I 1 1 1— 1 r � - ' 1 _ ... uJf 3/4 `�/4 3/4"— _ - - i vESTIBULE I =E. W -- ` S-2 S-2 BELcw � y 04 1 COMPUTERS ��- ELLIS ESLICK ASSOCIATES ARCHITECTS RC 1230 SW First Ave- 30(. Portland, Orogc;n 97204 fah. 603 223 696 Fox 603 294-0827 SEE SHEET P3.2E �.,1 _ .-._._._ ---- - ----- cz __�;_ a-----,.--ter�.._--a•-=a-��=-- ----_�Gr _.._.._ --- - - ! - - — _ __—_ -- - - -- = _-. _� v .1r-•^-•�r---a ___ .._.__ __ � yam-• :_ _ _ �1 , FOR CONTINUATION. & r 1 I I _ DATE: SEPTEMBER 2004 --. JOB NO.: 0208.00 1 1, 1 IgA09 DRAWN BY: RCD _ ' I f CHECKED BY: GAR e REVISIONS: o 3 ( 4 � A.CPQ EXPIRES 12/31/05 T' FILE: P3.2.dwq � � 9W0 :N Beaverton-MrtbAak - ---- o MAIN PLAN - WEST �Su - 3.2 / S�A L E 1/8 1�0. mane (503) 292-0000 ENIGINEERif INC. / 1,t• • FIX. (�O3) )112-N:2 1!g we..y nge+we ao41 ar' E-rnop naq�Nnq eom MAIN PLAN- �. Frojacl He. 202.018.101 Contact OMR'RIM R WFST rJB�. 41 P3 . 2W LEGIBILITY STRIP 4 i „ ^ 5 8 9 p 2 3 a q E 9 2C .il 22 a - 2e 9 1- � . .. _ �i I I Of w, al urG3 ` 1 • � i , , I r I !I t, 1 I WWII , . rr , OZ ti,.• u.. _ yyrpy '?b wls- .. . •.mr. vsah +r?.;yrM�111 ,,. , _ ... ... _.. ',.• .„ .- p; '.�. .�@R:i�7t,r ..�4P"'' . 1� ';Il'IdiMy'/y....K.n 7fPfP,.IR+.tY4{'.�r�.�r�Y,'�!t'�'�lM".•�t �:, •.- �IrIIIMIMb�!' • �r 1 . t II e s 14 r14^ I IP,1 e N N Z 0 7 i 1 O ®C d KEYED NOTES RC`'JTE GAS PIPE UP THROUGH ROOF FOR CC, ,ECTION TO ROOFTOP AC UNIT. SEE DETAIL., Fission, ROUTE CONDENSATE DRAIN TO ROOF DRAIN. SEE DETAIL. O3 PROVIDE GAS SHUT-OFF, SAFETY SOLENOID VALVE r I AMU PRESSURE REDUCING, REGULATOR BEI.JW f CEILING. INTERLOCK SOLc'1010 VALVE WITH iOOD I CONTROL PANELL FOR FIRE CONDITION SHUT-DOWN /� �'_/ SEE 1/P3.1 E FOR CONTINUATION. �. O5 ROUTE HOT do COLD WATER DOWN IN WALL TO L� BELOW FLOOR AND OFFSET AS SHOWN. _____ �_- _ O PROVIDE DELUGE TYPE SPRINKLER HEAD CENTERED T1— _ - n s----�"- ON R E-UTE E c . _ . z 120 HBH 14 - —1 ` 1 _ _ 45 50 � I to 60 HBH 12 3/4., • - - �� '� v_=F - 29 � , 0-140—G. J 1 i 22 25 K _ -- --- 140R 140 o a�c� 1 1 ✓ _` � � _ I 29 O *T1 I31 34 1 1 Jill 7L i F_RI AT n RE GER O . I 3/4" T 7 2 '3 T. 7 800 5 5 5. 2 5. ALL PIPING SHOWN IS MBH 365 IN CEILING SPACE MBH i1 III L- I 7� � tllii pL--c- 6 5. c - c_c 800 I I 3/4" MBH ------ ----� r -- ----- r - - "`_____-� UI o I !! I S 2 11 1 I I I I DF-2 r - — I-I+�► -— 1`1/2" • - _ +*+---�---o -------------------------- --- SP 140R 140R ---;-----+ SP SP SP -' ' 140 I --- ---- ----- 1/2 -. 140 - ; --- i --G-- --;--SP G I- 1/2� ALL PIPING SHOWN IS 1»� = tF �c _T . .-. .. � _ SP / IN CEILING SPACE i ' 1-1/2-2 S1/2" I 3/4" I --- 1-1/4—d-_3/4-- I --- ----- _._ _ J l SMGLL I r i - GROUF I ;I STORAGE i C2101 wCTIvITY l C2D�1 I I �JJ• � , rC209 � I ,, - C jFS D.1©-z _ �:------ s-z 4 1"HW r o o - _.. __-_ �.'-- ==� E�L+LIS _ES�hICL_K+ GUSTO! IA�1 \ I f ASSO'vIATGS Lc20B _ �_-L.__ 1 �_S Z bs�9 \ - i' ARCHITECTS P.C. n r I 1230 8W First Ave. 300 1 P Portland.603 Oregon-082 Ph. 603 223 97204 -9963 I, CLASSROOM I CLA65ROOM CLA55ROOM CLASSROOM CLA56ROOM CLA55ROCM 1 >-C2il LG2i2 [D21 0214 �C215 LL216 FO-2147 I I I� • � I I I _. + _ T a...._...�` __ _..._ r , i ` i I I I PR DATE. SEPTEMBEP 200 SEE SHEET P3,2W �GIN� JOB NO.: 02.08.00_ €. FOR CONTINUATION. - v 198QQ DRAWN BY: RCD - �; ,'. ,,- CHECKED 8Y: GAR tY � T REVISIONS: N,� A. CAS ----'-- — 1' 4 I EXPIRES 12/31/05 — E, FILE: P3.2.dw I Sude 250 ti '� ' 4000 sw Beaverton-lhnNale 9 BeoveAon. Orern 47" }-- _ 1 / I 1F \I"I FAX (503) 297-1�i22� 11) (12 3) 141 �5� �� ENGINEERN40. INC. e � slid E-mail nenge'"n9 com 1 Pro)ee! No.. 262.016.001 Contact. ONRY R'rlEf10 MAIN PLAN - EASi" P382E I l� . :. r_1pry :t ..:�.,wt ri.d`•. , .. ,•. +!p'°�nfA`�" ,. .�. . n..... .p N U7.7 f r?..r_.,..rp ;r,..:: .: enyn„w •. > -, ..,.,..;vqr .�.>,.. -,,. .:.n:.':•. .: _"-' � ' �.w. r1)'FY1k.Sig:�R'�A.b-Wne'Ir0'+ad(+ rtr'.'„L.,M'^. aR4e*+'.', .:.".-- +. Iulllni lln nif Gln nlr nu uu Ilii ni nl,ilii 1111 IIII IIII I:U I I I I I,lll tl 111 1141 11111,I IJII II 1 I 1 I II " �� � �t:�+.'�r G11'1 j I ( I I I I I � I I I I Vllru n. ( u llninu nninn Input Inlilln uninu unll�n iinll, �1011111111 lila, un�un nnilin i. i,+In nn�:r.l ` ' LEdI�LITY sa♦NIP id wits I IIo 1II i lull, 1 1 IIe 1I7 II9 il9 7.0 2II 2�2 2I3 2a 25 tie 27 2le 2I9 3I0 1 e �4 1 I Lrl I1 a N�"pM ► , �' - ... 4 pr w i Y 1 f 'X 4 i L x, y. N z O I W Mill AIY OTAlf! � � ' KEYED NOTES Tl'P.Z I (TME FOLLOWING NOTE AR IN ADDITION TO THE NOTES QN P3.1W AND �-- 2 1 / (935 MBH) (935 MBH) w� 1 1 P3,l E, REFER TO P3 1 W AND P3.t E FOR ORIG�Iy6L NOTES + 1 1 1 0 ROUTE 1-1/2-HW (140'), 3/4"HWR (140'), 2" TEMPERED HW, 2"CW, 1"HWR AND 2"G UP IN WALL. THROUGH CEILING. WF WF- 1 1 1 F,6WH-1 2 4 - Fu R-1 ! 1 " 1 ALL PIPING 1 °*_ 1-1/2 1 ABOVE CEILING 1 r2" �ti 1 --� - - - - - -- n _ —_r - - - SIP - - - —+4 SP— - - 1 - SP - - - SP - — 1_ - 5P _ - - - - - - - -- - — -- - -- - max* _I -4i~ —~- 1 2 6 � _ - 1 _ - - 1 1-112 1-1/2" T T 1 n 3/4" ALTERNATE: z LOWER FLOOR PARTIAL PLAN SCALE: 1 w i. Y; f J D <::r m Alm Ir�ty IrII) t , cn u'o !A 1 waw � ' I d, 1 1 co ' o WC-2 - 1 wC-2 1 i TYP. 2 TYP. 2 I TYP.2 WF-2 WC-1 3"V UP FD-1 1 1 ----- 1 _ TYP.2 TYP.3 1 TYP.2 1 1 cn --- 1NOTES 3" 1, = TYP. 2 1 p ER - �- _ 1 1 LREFL TO P4 1W AND P4.1E FOR I A' NQTE�' 1 1 1 >♦ UI� '` - -k 1 6 WH-1 -\` .��—p----- --TO LUR- 1] �! 1 1 4"W UP op -_ - -� -cc SLOPE=1% I , 6' 1 3"W UP 4" 2 1 1 SLOPE=1% --- 3 W I 1 I L1 PW P�v---- pw DOWN I I ALTERNATE: 2 LOWER FLOOR PARTIAL PLAN - WASTE AND VENT_ P3.3 SCALE: 1/8"= 11 '-O" - - I ELLIS ESLICK ASSOCIATES + ARCHITECTS P.C. i GENERAL NOTES 1230 SW First Ave., 300 d�,tt I 111 Portland. Oregon 97204 (j ly Ph. 603 223-6963 F)�p Fax 603 2£aA n19;.• GENERAL NOTES 11 -- l!I'Ill Ill llJ ' 2 T KEYED NOTES — �' 5 2 (THE FOLLOWING NOTES ARE IN ADDITION TCz THE NOTES ON M3 2W__AND_.kl,T,2E, 1 325 REFER TO M3.ZYV AND 1y�,2E FOR ORIGINAL NOTES ) �' MBH 7 T KEYED NOTES 2 I _ _ . . 3" 1 5• 3 ROUTE 1-112" 140' HW, 3/4" 140' HWR, 2" TEMPERED HW, 2"CW, 1"HWR KILN F-= 1 T 400 AND 2"G DOWN IN WALL TO BELOW FLOOR. N _ ( 1< ^- - . ;M �J 5. 1 MBH _ - - 1 ` S00 [C-1 C OFFFIICE N 5TORAGE STORAGE \ — MBH 1� TYP. 3 _ * 31 L.DAj 2 I WF-2 OFFICE EL n 22©:3 (KILN 1/4"Q F. TYP. 3EDF- 1- - ----------------- _ _ _ l I - -o� +� - " DATE: SEPTEMBER 2004 1 , I i i B COFRIDCR 4�6�, 8 /( JOB !10� 0208.00 -:- _- _ ICE _- F 1� ffe', Ev " I© a DRAWN BY: MDJ - 1/2C T 12. F-1 1' 1 _ EAC -- ------------- b4 ------ -' _ CHECKED B _ _ _I �_---- --� ---------k4 1 G�1�---x 2_'� `-- - ---- - 1,� _ REVISIONS: Y I $ A.CA -�� F/H, it 140RIEXPIRES 1;l/31/OS - ALTERNATE: ALTERNATE: o� SW 9,wvvtan-Meaoale FILE: Pl3 d� HOW". Swe 2_% 3 MAIN FLOOR PARTIAL PLAN MAIN FLOOR PARTIAL PLAN - WASTE AND VENT neove.lon, Oreqon 97005 , b Doone', (503) 292-e000 —. —. --- -- --"-- FAX' (503) 292-1422 ENGINEERIN�3, INC. 'E,gv, ."g vneg•ela xl ' SCALE: 1/8"=V-0" P3.3 SCALE: 1/8"=V-0" f-matt• �en9h,t'erpcom STORAGE ALTERNATE vro)gct No. 202,016 001 contact: GMY R)BERO �o IE- >rB 3 *, n LEGIBILITY STRIP 2 4 3 d 10 I 1 12 1_3 a T 21 24 25 26 27 :.2e ,c. I $I III.II p�1g A HJNI 0 IO3 LL1.�;.�l.�.I,�I�;I�t�.1.�.41li �J�1 , h4� 1# 1M "!� � � + ++ 1,1 oa low IIJ }( : r: . ........ • N Z 0 . . . C W 0 0 o a Q � a W r f 15 f Cc [HB- r e _ -l 4-� j, - ,, GENEIJAL NOTES WC-2 t>+-- 11 • FD- I �-7 .r_ GENERAL NOTES _ _— _-- � ccnn ,. LVVC 2-1 KEYED NOTES 2" - -o � 'k _ • LV-1 3111 R FD-, _KEYED NOTES �G�RjEN 5-2 e.,•� �, _ --- 2' < - I T f , 1 �21 (TYP. 2) l � I � f '', ��1�} L. 1 WC-3 S-2 •►1O° *' , �� - VTR� 1 (TYP. 2) ( )� -21T R 2 � i (TYP. " lQS -2 til -�_ _�0 4 ` LV-2 GA.2"? ��I, • �� -- L�� N9 R 1 (TYP. 2) I 1Lv t � yTRO PR MEE 1 WC-2 2 ypo4t 2"- I .:2�9 2 e " � 1 2'VTR l - VR T -� _. : �r,�-� . WC � =�'' ' wl_ ' r 3V-� TYP. 3 _ - (u,y, `14 DOWN \ C Iky TYP. 2 '1!'i� � SART N 1 �� � T3 � ..w I • ---G 4212~ ' «2D t WF-2 _ FD-1' I 2 2" � TYP. \ ` I 2", z" �. DF 2"J _ Y: . ELLIS ESLICK 1 w -1 DF-1� ' - ASSOCIATES TYP. 3 ARCHITECTS P-C, ALTERNATE: ALTERNATE: 12,30 SW FIr9t. Ave.. 300 MA FLOOR PARTIAL PLAN 2 MAIN FLOOR PARTIAL PLAN - WASTE E AND VENT Portland. Qrttgo�, 0972047 r; i T Ph. 1503 223-8983 F'3.4 SCAL F: i/8'— �' P3.4 SCALE' 1/0'� --a, Fax 60:a 28^�-0827 I S n P DATE: SEPTEMBER 2004 �� ptN JOB NO.: 0208.00 1sa�9 DRAWN BY: MDJ CHECKED BY: EAC REVISIONS: E%PIRES 12/31/05 ---- 'AN'9400 SW 8.o.aton-.H,Mdo4 FILE: P3.4.dwg W,,,.r Sine 250 Seovc4 Ron. Oregon 97005 Phone (503) 202-6000 1.3 Lt ENah1EERINa. INC.`"" (503) 292-1422 f 6„amew"p MteWstod 9vMWw' E-mon: rvenger"ng.eom CLWRT INFILL ALIERNATE . - Sn P.o)ect No 262016.001 Confect GAPr RvEIERO ^n O, `a 1�6 1 e{{eaa''N 3 . 4 LEGIBILITY STRIP r' 3 n IE3 ig PC) 21 1..- 23 i of La [ "JN' tylnr ,�;�,� .1 �,4,1�.i �11,X11.1.�!.�,�i�.�1�1.�.Rti��.��1����s1�ht�.�.t�J.�[ I�J�,I���,�1.►�L��l�: .�.�.�J���Ili,l�J.ul!Ii�l�l�i�1.�.�1�1�,�.1i,�:,t1au1. !a��l�l���G�,l!J,I,,.l,i� az k u eras t« • NR•, I 1�`. ''k• I 1 l 1 tl '1 it 1 3 l 7J 1 t i '-1 1, R r ai N 1. VJ Z KEYED NO.Tf!S O --- O ROUTE 'VENT PIPE BELOW FLOOR, THEN UP IN WALL AS SHOWN. Wa 1, C REFER TO CIVIL DRAWINGS FOR CONTINUATION. SEE 4/P5.1. O O ROUTE SANITARY VENT AND WASTE PIPING AROUND STRUCTURAL BEAM AS t REQUIRED. LOCATE PIPING IN CONCEALED LOCATIONS. SOFFIT AND/OR D CABINET SPACE. (_ 1 - j J _ - - LL.1 Ef� ► I � cr - -� - z _ Q � r SEE 2/P3.3 FOR ALTERNATE z PARTIAL PLAN OF THIS AREA. .� O _ - 3'1/ UP WC 2 [F- WC-2 TYP. _ TYP.TYP. 2 ,J WC-1 FD-1 I I / \ 3"V UP ry� r I P. 3 TYP. Tyr-.2 Wax: m 3" WF-1 LWF�-� TYP. 2 TYP.2 SP-1 P5.1 I - ) _ .� 2" � 1 2" - _ �-� � WEST I 1 4" UR 1 3"W UP ——— UR-1 2' � ` STAIR = 4"WASTE UP & DOWN 4"W UP� - F = _ r 2" DF-1 y�Q 1 & DOWN 2" DF-1 4"VV UP to �0_ SsQ 4 ( A GORR:C�.R 2 — 4" 1-- ' 1 1 aI6J 27 1 _ -- 2'-4 _ _ 1 G 1 1/4" - --__ --�--�--�-tip _ _ ,1N.S�Q � .,f._ SLOPE-1% Pw PW _ I _ - �- (�r ----- ----- L S-2 2"� UP-� ; - V t' FIRE _ it GROUP S-2 �cP5.1 I ` -. II P5.1 i 2"W UP 2 __--A � X11 I & DOWN I P5.1� �� r2'V UP �___,•--r-' 1'J 2'V - I I� - ' _ .. —_ 2" x" 2" -r +` TYP 3 — o-- -- S 2] l� �_ - --t '� I ��� � 4 WS.Q 4 ! ,I i-r-+___-- � � _� �lS`Q I i 2 2'1N UP 2 2"V UP ---- - S-2 �`+blr-'-- S-2 2 V UP ( r S-2 i s P5.1 & DOWN P5.1 �] 2 ' 2"W UP W i ( M I - --- ---- - (- - - -- - - — -- _- - _��-f--�''�-~r P5.1 „ -i - & DOWN --------------------- I a" [S-2 2"V 1 2 TYP. 2 I e5l P5.1 1 3 P 4 I P5.1 40 N t GiA55RCC" r F p \ U) c1.py5R°OM 4" SD 02 I I (3220 SO. FT.) � - - ELLIS ESLICK ASSOCIATES ARCHITECTS P.C. `'�\4" Sn f O2 3" SD I SEE SHEET P4.1 E ---- - `/(2160 SO. FT.) 1 I (1450 SQ. FT.) FOR CONTINUATION. 1230 SW Firet Ave., 300 - WASTE MAIN Portland, Oregon 97204 -5.?_7 B.F.F. Ph. 503 223-8883 4" 50 Fax 603 294-0827 1 ' (2850 SQ. FT.) - I 1 1 I LOWER WASTE AND VENT - WEST 4 NJW SCALE: 1/8 =1 '-0" GATE: SEPTEMBER 2?D�4 �,GIW `ss JOB NO.: 0208.00 Q: � t99f1 . DRAWN BY: PC') CHECKED BY: GAI. REVISIONS: —qRp A. Ci�� y C� --- L- EXPIRES 12/31/05 1 4" SW 9""fion-NIIUd41• FILE: P4.1.dwg _ Mpnoay. Suite 250 90awrton, onvon 97005 /1 Phone- (503) 292-6000 SIT ENCiNVEERINGI, INC 'AX (503) 292-1422 I u" q 'bYywwrrg�gr :se 6olurlc r• E-map: '""9 rwrt C01, LOWS WAS9 AM V& - Prnlect 11 A2.016.00i Contort GA87 "R-, WEST c_ P 4 . VV rm LEGIBILITY STRIP 7 F -7 g o I i t2 1;3 t o 6 �t I U 2n r, ::I r s 3 2 4 ?� 2 r: i C'I I I 01 8 H'JNI 04102 I r.. i�L1,� �' �> �� �� ��LGI i���a.il��ll ' , � �,�I aJ.�ll.i�(I� ',11�I��i.h�.�l,�}�.LI,l�1�►�w,��1�.1��.�1��1�!.�ltltl�l L;� �1�1..t1tl�U1��.� ; ,' � �,, , ° h lA .1 .,. 1. -. 1, N N ti m KEYED NOTESO ROUTE VENT PIPE BELOW irl-COR, THFN� -1F IN WALL AS SHOWN. W ROUTE SUMP PUMP WASTE DOWN IN WALL AND DISCHARGE INTO SERVICE SINK. 03 REFER TO CIVIL DRAWINGS FOR CONTINUATION. SEE 4/P5.1. O O ROUTE SANITARY VENT AND WASTE PIPING AROUND STRUCTURAL BEAM AS REQUIRED. d LOCATE PIPING IN CONCEALED LOCATIONS. SOFFIT AND/OR CABINET SPACE. Q 0 Z ' wAgo ll� !y S, o �1J ,-SEE 2/133.3 FOR ALTERNATE PARTIAL PLAN OF THIS AREA. d L.L1 Q 1 ( 4'1N U F 1 4"W UP sr�■ 0 - ELOPE= IS P G CC4RIGCR � ' 4 J -ti 3»W UP 4" 2 2» ' 1 J J -3"W —PW /� DOWN r- . SS- °E LV� 2„� DOWN 2"W FD- i I � 2"w UP Cn - JP F & DOWN � 2 S-2 - WC-2 �._�_J S-2 135.1 �2"W UP ` 2"w UP 135.1 S-2 '\-2V u4 2'v 7UP... S-2 �..� .�. $ DOWN- �& DOWN 4 SD UP _1I_ _�. I1 4 2V S 2 S 2 N ! 4' TYF. 2 2 1 4 2-V I 135.1 P5.1 NP• 3 (1) ( II 2 UP 2"V UP h tti w �'' GL:r:55ROJM ! eco- O^' al ^LA55ROOM - il �� r I 3" SD LlI I _ J. O3" SD — \. O4" SD (1260 SQ. FT.) i d 1 J• (2150 SQ. FT.) 2"W UP & SEE SHEET 134.1W I �j4" Sp 5- i I I I 2 2" FOR CONTINUATION ,� P� DOWN I (3000 SQ. FT.) I.E.-3.08 B.F.F. 2'v uF W } I �4 SD-� �4 SD- v (2630 S0. FT.) (2.570 50. FT.) i l i I �l�lSd2 i ,z : 14) S-2 ELLIS ESLICK ASSOCIATES ARCHITECTS PC ALTERNATE CLASSROOM 1230 SW Flr�t Ave., 30C 4.1E LOWER WASTE AND VENT - EAST ' 2 WASTE AND VENT ---------------.�__ Portland. Oregon 9720,1 13SCAT f=: 1/fi"— 1 '-0" 134.1E ;cA<_E: 1/8"=1 '--C`" Ph 503 223-6e8's F=.x 1503 294 0827 {Y DATE_ SEPTEMBER 2004 4p �G1 JOB NO.: 0208.00 915fe DRAWN BY: RCL (, o CHECKED BY: GAR W ISIONS: EXPIRES 12/31/05 —' 9400 A Barton-N mi— FILE: P4.1.dwg Zhwoy. Suite 250 '—"– BMYM10n, Oregon 970M I t- Pham (SO]) 292-6000 `1 ENGINEERING. INC.°A"' (503) - 2971422 TV"-.g Mt.gre od IDA Mar• E—moll rweg0r"ng coo LOWER WAOTE AND VFNr 262016001 ComoYWr RYMG EAST n•' 8? n� n �a P4 . 1E I LEG1811.1TY STRIP 2 4 15 6 7 ll I(1 mm.l rm F3 I° 11 12 13 14 IC' 17 18 i9 2C 2122 23 2.a 25 -'C c 08 EI I I OI 1 Nofrl a IOt ,... a . 'l:, .. ...... .. .. - .... ... .. :;T,n•,y.. � tl1 .i"+ " l" ,d+hh»oow'+ MCN!+ in ilow r /• v ;,haa �r ' lu d,r 1 J W �i N KEYED NOTES z 4 01 ROUTE VENT PIPE BELOW FLOOR, THEN UP IN WALL AS SHOWN O 0 REFER TO CIVIL DRAWINGS FOR CONTINUATION. SEE 4/P5.1. W �-( 1 ) 3" SD O ROUTE STORM DRAIN PIPE UP THROUGH ROOF FOR + —�- CONNECTION TO ROOF DRAIN. Q .ATG + I.E. _ -3.52'BFF cc//���.►•• r f SEE 2/P3.4 FOR ALT7RNATE PA;ITIAL PLAN OF THIS AREA. 1 1 ? � � T (2950 SU F )2 r- .. 08" SD `) DOWN i iFD-1 _ -- ' / t -. _ - 8" DN-1 J (10480 SO. FT.) 41 1 �4. 2"�� 3'VTR580 SQ.V.) \ �� 4" SD w FO-1 s / 1 !CC 2,. _ y AD-1 O 1 P5.1 2-V 1 1 -� � l4 FD-t 1 1`i• � 3"VTR �..�4" S=2J 1 J 2" LV-2 -' 4 1 1 (n W-2 1 FD-1 cn WC Q S_2 +..,�'"��1. _ = -� FD-' •• "�-'' SEE 4/P3.3 FOR ALTERNATE AREP. AL HIS 1 2 LS-2 !t 1 2'VTR _ zf as � + + �► _: �, 1 3V I 3v DOWN �Ll O' 1 DOWNo<r :-K�: w I 3 VTR 1 Cn Ul - 1 -- _ _ WC-2 =� : t_- wC-2 iYP. 2 - - / r, - t, 3 - u TYP. 2 2^, - 1 -1.• - 1 = - - ` FD—' IL.:j." FD-t `-at •! �- �2" - -� -_ _ �w�- -=�1 --- -� =_ -- i w UR-1 —, i zu 1 4'w = - - - FS-t - l-2 2" _ wF s. 4'�Q 2 r� DOWN .- -f.- 4'W DOWN r'F 2 r • � 1 w -t DF-1 a 1 _ � 1 TYP 3 3"W DOWN YI 3 ---_ ---- -a —,:-- -- -- I DF t ��--sr�r,n-1•, :«.�� �.. _ - �L— �__- --- __ ---- — �ter. : _t ,, .. - 4'1N DOWN 1 I S-2 2 �7f 2 VTR DOWN dt -- P5.1 S-2 P5.1 UP TO 2" VTR 2tiV -- - - � 2" VTR DOWN do ��..i, 2"W- S-2 2^-1 2" - DOW UP TO 2' VTR - - _ - DOWN a f c I I L ~�--� ~� S-2 -��• -_ 1 S- 2'1N DC-WN 2'V P5.1 ,I TYP. a ELL1S C►—SLICK 2'VTR ASSOCIATES y ---f ---'I - i' - - - - ARCHITECTS P.C,�Fd . UM SW Fleet Avw, 300 F� -- - --- - ----�- -- - --- -- i _ Portmod. Oregon 87204 Ph. 603 223-6883 Fox 603 2®4-0827 , SEE SHEET P4.2E FOR CONTINUATION. �S I-'" Q P , DATE! SEPTEMBER 2004 r rN! (� JOB NO.: 0208.00 DRAWN By:— PCD CHECKED Y: GAR i 1 r --_—__—__ y 8 i, QdIRR�" C EC EDB - r -� � 1 .I` �\ I_ e / REVISIONS: I g,t�9 gRDA.CAR� , -- -. \ EXn1RES tp/at/03 94'':0 sw .eon.ta,-!!rvlo+e FILE P4,2.dwg i Bri.uton. Oregon 97009 / _ i � •"awor. SuM 250 cw W3 -14 !%' (50» 292-90oo c tm 2z �WEffTk" WAM AND VENTIVCi�EERINq INC. �r«w�, L. Af llip AND VENT ii 777 4, 292.016.001 :�!«e 0Mr !r+et>,0 P492W oil a f hit t. , ..t, r:,, ..1 �!+, ,:`5 .:,i,.�`p'Y!. r 11klk trr�t I Ilrk)�It,1 I n 1N i ! ` t +k rrI r FIItN i(I II!tl'1!111 1!11!1!!f-u1 s k.�a1111N!l+l)1!�1!!i.CIIIItItl 114211(!�IlIIIIIIIII!'lljlltt�ll!!I111! LEolI 1W WW 1 I (t i 1 ( ib 9t y f 06 ro ! flrr std �e� �r >i S ire e� >!'�+ 04 - cT. .:!b4�!t«fw�a".M:NO�R.nNY,M„nyera•. ,:;: E : ..,., .. 3 t l W 7. 1� 00 00101 110.0�0 .flrwr■�r� f a y iV r� rn Z O 0 KEYED NOTES � 1 ROUTE VENT PIPE BEL(_;N FLOOR, THEN UP IN WALL AS SHOWN. > O 02 INSTALL NEW PRE-MANUFACTURED CONCRETE GREASE INTERCEPTOR IN � C] ACCORDANCE WITH THE STANDARDS OF LOCAL AUTHORITIES. COORDINATE INSTALLATION WITH STRUCTURAL FOUNDATION PRIOR TO EXCAVATION. Q Q3 CONNECT 3" BELOW GRADE SANITARY VENT PIPIT ; TO OUTLET LINE AS WELL AS !NTERCEPTOR VAULT IN ACCORDANCE WITH THE STANDARDS OF LOCAL �-- 4,)THORITIES. 0 REFER TO CIVIL DRAWINGS FOR CONTINUATION. SEE 4/P5.1. 0 ROUTE STORM DRAIN PIPE UP THROUGH ROOF FOR CONNECTION TO 70OF GRAIN. 6" SD ,x(3770 SQ. FT.) 04 4" SD Y (2590 SO. FT.) 4" SD (4) 6" SID - ('190 SQ. FT.) 1850 SQ. FT.) 0 ;tl cr. - l 1CO L CO ImAj I G - - a \ I F -1 COTG I Fc-w--71 4"—-4 O FS—1 _ �-; �23� .1 J AFD-1 FS-1 u �_ II 25 I Lt . AFD- - GI - - - �- - - -tea-- - 1 L C - - N FS-1 -4" ',/TP 3., COTa FD--1 Iti 2" (2'VIR1 28 42 3" 1 1 45 ._ Q ---_j C� FFD 11� TZ34 f2E6 I -U51G 4„� I ID2D8 y =�vT=�fir^ , I , T FS-2 - ZA 2*VTR 4'1N GOWN t:R C CORRIDOR h i-C2©b� RDS 4"SD(S -� { CUSTC:: L - 3"W DOWN FOD-1 4'0101�5 - zS OD � OD OD TAG 4— - — I� STORAGE C2I0 can ACTI`,/ITT f.•l -- 2» h 2"W DOWN -- - LL= _ --i- _ , A 2 2"W DOWN 2 3 - 2% DOWN 2"w DOWN S-2 5-2 2'1i DOWN & 2" 4"SD DOWN P5.1 S-2 " 2" P5.1 2'U DOWN & P T 1 �-� - - U 0 VTR 2"W DOWN T---�- -� T- 2'V DOWN ' UP TO 2VTR l— z k' Dowty �-- --jr -- — -- — — ELLIS ESLICK goo, j - , ._- _ - L�— — -->t-- --� ASSOCIATES sZ2 �L �- ��-� -5---27ARCHITECTS P.C. EP5.1 ( P5.1 � -'t- P5.1 TYP. 2 I ! 1230 SW First Ave, 300 y 2"VTR ITV. 3 I ! Portland. Orogon 97204 p 4 I Ph. 603 223-6963 Fax 603 234-082? Z4 CLASSIFc-;C" CL&ISSROuM 4 CLASSR0CM i GLA55RCCM CLASSROOM C�vSSRCUM I�I l C21I T CG212 tD2i3 1 IACZI6 i ___ 4. I I , �I -I r - ___. • 8 , I I SEE SHEET P4.2W DATE: SEPTEMBER 2004 � � I I , J� - ------- � FOR CONTINUATION. �e JOB NO.: 0208.00 "M 12 , 1es a DRAWN BY: RCD CHECKED BY: GAR REVISIONS: `� i•'�'J I I � �� � s,j9��5�� I A. CA a'I D(FIRES 12/31/05 1 -- i -- 9400 SIMdeovhta_H;,,,y,. FILE: F'4.2.dw 9 1419h". Suit* 2% 7 or "On (503) 292-8000 1 � i i9 m - 11 X12 t41 I�,) 15 J r ENGINEERINQ. INC.r''" ('303) 292-1.22 MAIN Y F E.gwrrgoxoa'•i»`ibclw,a"e' -^'0 '+e�q�r.ivpco”, WASTE AND VENT - Pro,ec+ Ni, 244.016.001 rBE1t0 EAST ss MAIM WASTE AND VENT M EAST a•• �gU 2 ;GALE: 1/8"= � 0 P4 , 2E q ill"I .,n'• ', ji ,:.,,.+:e .M.te.nrltesxk"Mn'�' i. ..,.:r•..s•x at -a:^VN'pt!"•' ' _ - - M'" "'7�'i ,og+ncN'¢, ^,.0 .,. a r s LEGIBILITY STRIP , I 2 ' a 5 6 8 E 0 2 3 4 1110.1 l q 9 20 2' 22 23 24 25 2E 2 _8 29 3C` sat ,��Y+���I.41.I.A�+I�hI�MWWW'l:.�AI.h�I�M6d�,lU,1.�i1•�I��*�WM.k1.1,4►7Ii?�� hi>4MMS:it�6MiNFd�FA��i����� 40414,l1 fix bill 7 : r - - 1a a i `i N N c7) z 0 0 w O ci PUMP CONTROLCEQ swlrcH SUMP \ VERIFY LOCATION 3" SUMP PUMP—­ DOWNSPOUT SEE `O ARCHITECTURAL t VENT UP IN WALL 9LEYATCIR PR-FLAN WALL -PUMP CONTROL ED COUNTER TOP CONNECT W/ OTHER-� 1-1/2" NPT-- / SWITCH ' 4" TEST TEE VENTS 6" ABOVE FLUOR WITH PLUG COUNTER TOP FLOOD RIM MG COUPLING 1-1/2" R GRADE. a �_ BELOW GRADE 1-1/4" REDUCER - \ � LEADED FLASHING, BENT CHECK VALVE ± INSIDE VENT PIPE HIGH PRESSURE - �� . NO- HUB LINE \ GAS COCK UNION �`` i CASTOIRONB LEADED ROOF JACK FLASHING SUMP GRATE _ FROM LOW PRESSURE �-� -"i I �i -�---- t METER TEST PORT GAS LINE. CLEANOUT CLEANOUT 1 a FINISHED FLOOR I d TO UNIT (FLEX 1 I I I �" ROOFING CONT. TO TOP o OF ROOF JACK FLASHING I ° SUMP Z 1 / 12 INCHENG S) FINISH FLOOR ry I l 1 2 ) (SLAB) I Q 6" MIN. GAS PRESSURE REGULATOR Sp-1 --[.IQUID LEVEL - VENT AS REQUIRED DIRT LEG 2"V SUMP PUMP I TtO ALARM FLOAT �- P.T. WD. NAILER D SUMP LOCATED IN 2 w SIZE MACHINE ROOM \` VENT PIPE E3.EYATSAR p�-5J5(qT1QN MINIMUM BURY 18" FOOTING SEE ARCH. DRAWINGS TYPICAL DOWNSPOUT --� GAS CONNECTION DETAIL 2 ISLAND VENT DETAIL 3 ELEVATOR SUMP DETAIL _ a 1 COLLECTOR DETAIL _ s PLUMBING VENT FLASHING DETAIL 4< m y SCALE: NONE SCALE- NONE P5,1 SCALE: NONE �5.1) NOT TO SCALE �� SCALE: NONE - ps>) P5J W C 7F co0 CHECK VALVE �- \ f-RECIRCULATION PUMP CP-_2�] TYPICAL. PRESSURE GAUGE. PG THERMOMETER � �.�- PG 3/4" �J Q --------140 R—q HOT WATER RETURN CHECK VALVE 21-1/2" �- - - -- - - e-41 - - - - - - --- - 140--� HOT WATER _�__ — DIM "A" TYPE "B" FLUE RECIRCULATION =PUMP 3" VENT._\. 2" GROUT BOTH SIDES WALL --�� 1 \ 1" PRESSURE GAUGE. TEMPERED PG TYPICAL HOT WATER � ---CLEAR ACCESS OPENINGS DPG — L4"¢ 24"0 i BALL VALVE. Q 6 HOT WATER TYP RETURN ° o 0 0%%% m 1 COLD WATER o°o°c°0 0° o o°o" °o o°o po°o 1 A "a000 UNION. I ~ o o°0°0°0°0 0 00'0°0 0 '000 0 0 0 0 TYP aa0o00 0 0 .a o 0 0°0 o°O0° 1 °0 °° MAINTAIN / MANUFACTURER'S ` 3 4 EXPANSION TANK. MOUNT o o o RECOMMENDED ON WALL OR SUSPEND �_1 I / 24"o J I CLEARANCE. I\\ FROM �UCTURE. \ MX-] SLOT FROTH SIDES , ` -PRECAST DIVIDER �- ASME CODE PRESS- TEMPERATURE RELIEF PLAN VIEW VALVE. PIPE :ULL SIZE 1 TO FLOOR DR!IN. COORDINATE WITH SLOPING / TRAFFIC LOAD RATED PROVIDE MANHOLE STEP PARKING LOT ELEVATIONS MINIMUM 1" 4'r1-)E 18 GAUGE / WN-1 LOCKING FRAME do BOLT 4"-- 2WAY 3 4" REBAR, 16" WIDE r- PROVIDE PROVIDE MANHOLE L� METAL STRAP �+.T 1 3 POINTS. --j TO BOILERS DOWN COVER AIR & GAS ( ) CLEANOUT / GALVANIZED TVP. 2 RISER PiAGS STEP SET 0 140'F I SECURE STRAP TO UNISTRUT SEE MECHANICAL TIGHT (TVP. 3) , GRADE TO GRADE ,- �S �FOUIREO RPBFP� _� VENT �^ U'NISTRUT. ON WALL TO MEET SEISMIC FINISH GRADE y SECURE_Y I ZONE 3 AND 4 REQUIREMENTS. �, 1 _" FASTEN TO VARIES 6" 1 6" L __1 VALVE WALL, UTILIZE I __ I �I _6"I PIPE BOX MIN. 3 STUDS __ FOR MOUNTING / f- HOSE BIBB DRAIN 4" INLET —"4" ABS PIPING-- _ -- ti' PIPE — / DRAIN PAN LINE 3" � TEE� 4" AB;--� 1" FROM GAS �F � 3/4" DRAIN FROM COORDINATE LE.� c PIPWG u J SUPPLY \ \ DRAINPAN TO F.D. WITH CIVIL ENG. GROUT ALL AROUND 6" OUTLET LINE - FINISHED 2'-0" ; BOTH SIDES oT a —FEMALE ADAPTOR WITH ESLICK �,, j ASSOCIATES y GAS CO'.K FLOOrR � 1'-0"� \ c� 1' 0�' GASKETED THREADED PLUG ARCHITECTS P.C. 8 \ DIRT LEG -� TEST PLUG INSTALL INTERCEPTOR ]-- 1230 S'N Flret Ave 300 MIN. h" GAS PRESSURE REGULATOR - & SAMPLING BOX ON 7 J' SLOT 6" x 6" SANITARY COMPACTED 3/4" MINUS 2/3 LENGTH 1/3 LENGTH-- TEE ON ITS BACK Portland. Oregm 972134 CRUSHED ROCK, 6" DEEP Ph. 603 223-8983 II NOTE: PREMANUFACTURED SEISMIC RESTRAINT SYSTEM Fax 603 294-0827 L_ APPROVED. SUBMIT WITH REVIEW SUBMITTALS. SECTION VIEW A INTERIOR COATED WITH 2 COATS WATERPROOFING 6 WATER _HEATER DETAIL _ 7 DETAIL — GREASE INTERCEPT®R SCALE: IJONE P5,1 SCALE: NTS NOTE: ONTRACTOR TO VERIFY DIMtNSIONS-fS3) 51RUCTU'RAL NOTES 0 INVERTS FROM GRADE TO CENTERLINE. COORDINATE 1. CONCRETE: 28 DAY STRENGTH f'c = 4500 PSI INVERT ELEVATIONS WITH CIVIL ENGINEER. 2. REBAR: ASTM A--615 GRADE 60 O3. MESH: ASTM A-185 GRADE 65 CONTRACTOR SHALL PROVIDE & INSTALL ALL INTERIOR 4. DESIGN: ACI-318- 83 BUCKING CODE PIPING IN GREASE INTERCEPTOR. ASTM C-857 'MIN. STRUCTURAL DESIGN OLOADING FOR UNDERGROUND PRECAST 3 CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR CONCRETE UTILITY STRUCTURES' v APPROVAL TO LOCAL OFFICIALS HAVING JURISDICTION 5. LOADS: HS-20 TRUCK WHEEL W/30% IMPACT -'O P�rxr, DATE: SEPTEMBER 2014 PRIOR TO PURCHASE AND INSTALLATION. �,..� �o1x 1p JOB NO.: 0206.00 k O CONTRACTOR SHALL FILL INTERCEPTOR WITH CLEAN GALLON CAPACITY 1500 t98t78 �' DRAWN BY:� RdD WATER. ALL PIPING CONNECTIONS AND GRADE RISERS UTILITY VAULT 4686-GA ` SHALL BE GAS & AIRTIGHT. DIM "A" 9'-4" 0G* CHECKED BY: GAA " --a _DIM B 5'-4 '/ REVISIONS: 05 MANHOLE STEPS (2 TYP.) SHALL BE INSTALLED AT 24"0 IM C 7 -6- 19 0 �� ACCESS MANHOLE RISER:a, AS NOTED (2 TYP.). "=� CONTRACTOR SHALL PROVIDE (1) ONE HOOK LADDER FOR WATER DEPTH DIM "E" 5'-5" ACCESS TO INTERCEPTOR OF 3/4" DIA. RUNGS ON 12" p(PIRES t2/3t/os �l CENTERS. SIDE RAILS SHALL BE 1--1/2"x 3/8" FLAT BAR -- - (2--1/2% 3/8" WHEN LADDER LENGTH IS OVER 12'-- 0") 9400 sw BMwton-HiNed.16 FILE: PS.i.Cwg _ SPACING 012", HOT DIPPED GALVANIZED. CONTRACTOR "pn'°''s O)nilf ts° B•ow.lon, pon 97005 / SHALL COORDINATE PURCHASE OF AND LENGTH OF' HOOK Phone. (503) 292-6000 _1 j i LAPOER WITH INTERCEPTOR MANUFACTURER. PROVIDE ENGINEERINd. INC.rA" (W3) 292-1422 D<TAL& LADIJER TO OWNERS REPRESENTATIVE. vne""'v '3 E-eia6' reengon °`r� M e1�d Orwlla'•' a., 262.016.001 �OntacU OMSjag 'Ll • �On ,fig o Ala m-+.4{gxw <„, .;ren,K:.nadr•rr,: :... ,....r,e.,ae••-`° . LEGIBILITY STRIP iSi .t 'r Plrnly_ n I I t� �_ ,t I ' - i ? 2 I'� ?p 23 24 25 26 2— 29 2y 30 81 1 1 OI r HONr 4 1 .�,t1„I�.IJa�,tJ.� 111��,1�ll�,luw1„�.�1,t�11�1�,�.l�l�J►1.I,1�ltlt��.l�J,t,�J�1l�l,llilalaltl.�.�tl�l��ll�J,�.1,11�,1�11�,1��I�.IJ,�,kJ�1�.1�� ' ' �,t�t�,�,I�.UE�11��,�,1�1�1�.�1�.t,�tl.�i�,1.�J�!.lt�al�,lGiltblllt�.aJ��,l�l�.l � f 41 _. .s7ac!iRw�ll ^#;.a�a� 1.1111. hill wkid&, p. 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