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PLM 2019-00446 .. .L>.L - ,.. s«, . . . � � • `�. y ' a / � t,<« r �» . �3 / i,,., X/ ! . txkYr . aI .„ n rK ! dHL ..., 1;:Z;. r. l� „vI,� O/% cii/ / % 1 2 3 4 5 6 7 8 9 10 AaBREVIATIO\ S ..... d o - ADDITIONAL ABBREVIATIONS ARE DEFINED IN LEGENDS THROUGHOUT THE DRAWING SET. AB AIR BARRIER HT HEIGHT 7.3 c Q AB/VR AIR BARRIER VAPOR RETARDER HVAC HEATING, VENTILATING, AND AIR a) J 0 0 AC ASPHALTIC CONCRETE, AIR CONDITIONING CONDITIONING ACM ALUMINUM NUM COMPOS TE MATERIAL 0 NSIDE DIAMETER cE v o c� F ACC ACCESSIBLE GU NSULATED GLASS UNIT E0 ACP ACOUSTICAL CEILING PANEL NCL NCLUDE, INCLUDING s ACST ACOUSTICAL NFO NFORMATION O AD AREA DRAIN NSUL NSULATE, INSULATION 0 a) W ADDM ADDENDUM NT NTERIOR0 rill e nrill e 11 i C a 1 ,_ n ) ADJ ADJUSTABLE WD NDIRECT WASTE DRAIN g AESS ARCHITECTURALLY EXPOSED1.... : cil STRUCTURAL STEEL JAN JANITOR W WE -CI L AF ACCESS FLOORING JT JOINT w Z LU AFF ABOVE FINISHED FLOOR 010 0 AHU AIR HANDLING UNIT KIT KITCHEN ALT ••• • o 0 - - Cl) ALTERNATE cr) ALUM ALUMINUM L LONG ANOD ANODIZED LAM LAMINATE, LAMINATED APPROX APPROXIMATE LAU LAUNDRYIII APT APARTMENT LAV LAVATORY ARCH ARCHITECT, ARCHITECTURAL LT LIGHT AUTO AUTOMATIC LTG LIGHTING AV AUDIO VISUAL AWP ACOUSTICAL WALL PANEL(S) MAS MASONRY RECEIVED MATL MATERIAL BB BULLETIN BOARD MAX MAXIMUM BD BOARD MDF MEDIUM DENSITY FIBERBOARD BLDG BUILDING MDO MEDIUM DEN15TY OVERLAY \ BLKG BLOCKING MECH MECHANICAL 07 � \ E SAL ` OT _ OCT 3 1 2019 BO BOTTOM OF MED MEDIUM ES ��OJECT I � FOVAT ON P �OJ `CT �IE��,TORY � RAWI \ G I � JEX c�`r�t�F�� r BOT BOTTOM MEMO MEMBRANE UILDING DIVISION BRG BEARING MEZZ MEZZANINE E BRZ BRONZE MGT MANAGEMENT BSMT BASEMENT MFR MANUFACTURE, MANUFACTURE 1. DO NOT SCALE THE DRAWINGS. 12180 SW SCHOLLS FERRY RD. TENANT: BUR BUILT UP ROOFING MH MANHOLE TIGARD, OR 97223 ONE MEDICAL GROUP n CAB CABINET MIN MINIMUM, MINUTE 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE 1 EMBARCADERO CENTER, FLOOR 19 CB CATCH BASIN MIR MIRROW 1 CEM CEMENT, CEMENTITIOUS MISC MISCELLANEOUS WORK. LEASE AREA: 4,500 SF SAN FRANCISCO, CA 94111 o W CG CORNER GUARD MO MASONRY OPENING DESIGN MANAGER: AUDREY WALTHERT SHEET NO. o a CH COAT HOOK MS MOP SINK 3. THE CONTRACT DOCUMENTS, WHICH INCLUDE THE AGREEMENT, THE GENERAL EXISTING OCCUPANCY: M PROPOSED OCCUPANCY: B EMAIL: owaltttert®onemedical.com ARCHITECTURAL I • CI CAST IRON MID MOUNTED CONDITIONS, DRAWINGS, AND SPECIFICATIONS, ARE COMPLEMENTARY, AND WHAT IS PHONE: 233-8272 • • '' CT CJ CONTROL JOINT MIL METAL REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE (415) A--000 GENERAL INFORMATION * 4o CIP CAST-1N-PLACE MVBL MOVABLE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN CONSTRUCTION TYPE: V-B SPRINKLERED: NO ICL CENTERLINE MWP METAL WALL PANELS A-003 DOOR SCHEDULE, NOTES, HARDWARE & DOOR TYPES I • • CLG CEILING THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL CLO CLOSET N NORTH DISCREPANCIES PRIOR TO CONSTRUCTION. FIRE ALARM: NO SEISMIC DESIGN CATEGORY: 0 CONSTRUCTION PROJECT MANAGER: I A-005 LIFE SAFETY PLAN 1 • CLR CLEAR NIC NOT IN CONTRACT EMAIM:DON GRAHAM AD-110 DEMOLITION PLAN A g. IA CMU CONCRETE MASONRY UNIT NO NUMBER 4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS I • N Q EMAIN: dgrahom�onemedical.com � Q. CO CLEAN OUT, CASED OPENING NOM NOMINALOTHERWISE INDICATED. A-110 FLOOR PLAN A —' �, 47 PHONE: (415) 508-8740 • • Sea r~ t 0 COL COLUMN NRC NOISE REDUCTION COEFFICIENT COMM COMMUNICATION NTS NOT TO SCALE 5. ITEMS INDICATED AS BIDDER DESIGNED SHALL BE DESIGNED AND ENGINEERED BY A-130 REFLECTED CEILING PLAN • • gin r.x.1 CONC CONCRETE THE CONTRACTOR AND/OR SUBCONTRACTOR IN COMPLIANCE WITH APPLICABLE LEGAL A-140 FINISH PLAN • 0 t ` c. CONN CONNECTION CONNECT OC ON CENTER REQUIREMENTS, INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS BY A QUALIFIED ARCHITECT: CONSTR CONSTRUCTION OH OVERHEAD PROFESSIONAL ENGINEER, USING PERFORMANCE AND DESIGN CRITERIA INDICATED. CALLISONRTKL OREGON ARCHITECTS P.C. A-141 FINISH SCHEDULE • • c�l CONT CONTINUOUS, CONTINUE OD OUTSIDE DIAMETER 941 S BOND STREET, �� • • CORR CORRIDOR OPNG OPENING A-150 POWER AND SIGNAL PLAN • CPT CARPET OPP OPPOSITE BALTIMORE, MD 21231 CSWK CASEWORK ORD OVERFLOW ROOF DRAIN i CONTACT: KEVIN BURKE A-160 FF&E PLAN • • CTR CENTER OTS OPEN TO STRUCTURE ABOVE EMAIL: kevin.burke@crtkl,com A-161 FF&E SCHEDULES I • D CU CUBIC PHONE: (206) 623-4646 A-701 INTERIOR ELEVATIONS I 5 • D DEEP, DEPTH P80 PARTICLEBOARD DBL DOUBLE PRCST PRECAST A-702 INTERIOR ELEVATIONS = DEMO DEMOLISH, DEMOLITION PD PLANTER DRAIN C O E E I \ F O R v AT I OI • DET DETAIL PERP PERPENDICULAR MECHANICAL, ELECTRICAL & PLUMBING A-8O1 PARTITION TYPES • • E OF DRINKING FOUNTAIN PLAM PLASTIC LAMINATE ENGINEERS: ( • Wv o DIA DIAMETER PLAS PLASTER CASE ENGINEERING A-802 CEIL t"!C DETAILS 0- DAG DIAGONAL, DIAGRAM PLYWD PLYWOOD AUTHORITY HAVING JURISDICTION: CITY OF TIGARD 796 MERUS COURT A-803 INTERIOR DETAILS I • • Qd-i DIM DIMENSION PNL PANEL I Y DIV DIVIDE, DIVISION PL PROPERTY LINE ST LOUIS, MO 63026 A-804 INTERIOR DETAILS ` ca. DMPF DAMPPROOF, DAMPPROOFING PR PAIR BUILDING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE CONTACT: JOHN VIRTUDAZO I • • ��. DN DOWN PRKG PARKING �- ,. gin DR DOOR, DRESSING ROOM PROP PROPERTY (OSSC, BASED ON 2012 IBC) EMAIL: jv�rtudazo�caseengineeringinc.com A-805 FLu.,.. DETAILS • O DS DOWNSPOUT PT PAINT, POINT, PRESSURE PHONE: (623) 349-1600 x225 cn W 0 DW DISHWASHER TREATED A-806 TOILET ROOM PLAN AND ELEVATIONS • . I CF ENERGY CODE: 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE DWG DRAWING PTN PARTITION � _ A-840 MILL`;:'ORK TITLE SHEET • Z-- DWR DRAWER REF= R E N C E S Y VI ❑O E (OEESC, BASED ON 2009 IECC} AHJ: A-841 RECEPTION DESK MILLWORK • —I My R RADIUS, RISER L J �] CITY OF TIGARD PERMIT CENTER E EAST RCP REFLECTED CEILING PLAN MECHANICAL CODE: 2014 OREGON MECHANICAL SPECIALTY CODE A-842 MILLWORK DETAILS -r� 3 ° CE) EXISTING RD ROOF DRAIN, ROAD 13125 SW HALL BLVD I • J EIFS EXTERIOR INSULATION AND RECPT RECEPTACLE (GMSC' BASED ON 2012 IMC} TIGARD, OR 97223 I A-843 CONSULT MILLWORK I • • 1 V aQ FINISH SYSTEM REF REFER TO, REFERENCE PHONE: (503) 718-2439 A-844 LAB STATION MILLWORK i • I 4 EJ EXPANSION JOINT REF REFRIGERATOR PLUMBING CODE: 2017 OREGON PLUMBING SPECIALTY CODE EL ELEVATION REINF REINFORCED, REINFORCING ® I (OPSC, BASED ON 2015 UPC) A-845 BREAK ROOM MILLWORK ELEC ELECTRIC, ELECTRICAL READ REQUIRED A-XXX I • ELEV ELEVATOR REV REVISED, REVISION GENERAL CONTRACTOR: A-846 RECEPTION WALL DETAILS ENCL ENCLOSE, ENCLOSURE REG ROOFING ELECTRICAL CODE: 2017 OREGON ELECTRICAL SPECIALTY CODE • • C EOS EDGE OF SLAB RM ROOM (OESC, BASED ON 2017 NFPA 70) TBD SPECIFICATIONS (C EP ELECTRIC PANEL RO ROUGH OPENING ' BUILDING SECTION INDICATOR WALL SECTION INDICATOR A-901 SPECIFICATIONS • F EQ EQUAL RT RIGHT EQUIP EQUIPMENT FIRE CODE: 2014 OREGON FIRE CODE LANDLORD: 0 0 ESCAL ESCALATOR S SOUTH,SPANDREL I A-902 SPECIFICATIONS • EW EACH WAY SCWD SOLID CORE WOOD (OFC, BASED ON 2012 IFC) ATLAS INVESTMENT PARTNER Ct EXH EXHAUST ss HED S H DU E 8O8 SW ALDER ST X200 I A-903 SPECIFICATIONS • C7 EXP EXPANSION, EXPOSED S S 0 M RAIN XX XX ACCESSIBILITY: 2014 OREGON STRUCTURAL SPECIALTY CODE, PORTLAND, OR 97205 A-904 SPECIFICATIONS • Z �, 0 EXIST EXISTING ECTAFIYOLASS A-XXX A-XXX CH. 11 - ACCESSIBILITY CONTACT: JIM PARSONS I • A-905 SPECIFICATIONS • J CO FA FIRE ALARM SGL SINGLE PHONE: (971} 888-4420, (503) 709-9918 (L CV c� FCIO FURNISHED BY CONTRACTOR/ SHT SHEET EMAIL: jpar59@comcast.net A-906 SPECIFICATIONS 5 4 LLi N to INSTALLED BY OWNER SHTHG SHEATHING ENLARGED DETAIL INDICATOR SECTION DETAIL INDICATOR 0 !L FD FLOOR DRAIN SIM SIMILAR A-907 SPECIFICATIONS • {„� = I� FDC FIRE DEPARTMENT SPEC SPECIFICATION ,( FDTN FOUNDATION SPKRON R SPEAKER SPRINKLER © SCO E O WO ' \ • A-948 SPECIFICATIONS '� 0) a2 A-909 SPECIFICATIONS 0 —I IT-901 IT SPECIFICATIONS • W < 0 o FE FIRE EXTINGUISHER SQ SQUAREAil XX XX • J O FEC FIRE EXTINGUISHER SS SERVICE SINK © © I ' CABINET SST STAINLESS STEEL W X-XXX IT-902 IT SPECIFICATIONS I FH FIRE HYDRANT STC SOUND TRANSMISSION CLASS TENANT IMPROVEMENT IN THE FIRST FLOOR OF WITHIN AN EXISTING EXTERIOR SHOPPING • FHC FIRE HOSE CABINET STD STANDARD ❑ 1_ FIG FIGURE STL STEEL © CENTER CONSISTING OF, NON-STRUCTURAL PARTITIONS, CEILINGS, CASEWORK, FINISHES, I MI:CIiANIC4l FIN FINISH, FINISHED STOR STORAGE ! EXTERIOR ELEVATION INDICATOR INTERIOR ELEVATION INDICATOR MECHANICAL, ELECTRICAL AND PLUMBING WORK. M-001 MECHANICAL SPECIFICATIONS • OFFICE COPY W w w FLEX FLEXIBLE STRUCT STRUCTURAL FFLR LUOR FLOOR, NFLOORING SUSP SUSPENDED SIGNAGE SHOWN IS FOR INFORMATION ONLY. SIGNAGE WILL BE UNDER SEPERATE PERMIT.T M 101 MECHANICAL PLAN • Z C -, M-30MECHANICAL DETAILS 1 • 0 o co H 0 B FO FACE OF, FINISHED OPENING T TREAD, TEMPEREDa FDIC FURNISHED BY OWNER/ T&G TONGUE AND GROOVE MATCH LINE PLUMBING COo INSTALLED BY CONTRACTOR TC TRAFFIC COATING FOIO FURNISHED BY OWNER/ TEL TELEPHONE SEE XX/A-XXX g0 P-001 PLUMBING SPECIFICATIONSI INSTALLED BY OWNER TEMP TEMPERATURE, TEMPORARY • r FP FIRE PROTECTION FIREPROOF TER TERRAllO P-100 PLUMBING PLAN - SANITARY & VENT • Q N 1 FR FRAME, FIRE RATED THK THICK, THICKNESS 1 MATCH LINE INDICATOR KEYNOTE FRMG FRAMING TO TOP OF TRUE NORTH #'.20(1 PLUMBING PLAN - SUPPLY • C� TRUE NORTH --- -- - • FRP FIBERGLASS REINFORCED PLASTIC TSTAT THERMOSTAT VI \ I TY Ni A S 1 T E VLA P-300 PLUMBING RISERS & SCHEDULES • I- FRT FIRE RETARDANT TREATED TV TELEVISION FT FOOT, FEET TYP TYPICAL Q , P-400 PLUMBING DETAILS I FTC FOOTING41110 411110 40 I •. FFUTURE UGND UNDERGROUND X.X� ELECTRICAL ISSUED ! REVISEQ...._.— GATS.. DDFVCWC FABRIC WALLFIRE HOSE ALVE COVER NG ET UNF UON UNLESSOED THERWISENOTED E-001 ELECTRICAL SPECIFICATIONS • SET 09/06/19 n PROJECT LOCATION E-002 ELECTRICAL SCHEDULES • PERMIT SET 10/11/19 FWP FABRIC WRAPPED PANEL(S) P BOJ E CT LOCATION 1 • VERT VERTICAL GA GAGE VEST VESTIBULE EXISTING COLUMN GRIDLINE INDICATOR NEW COLUMN GRIDLINE INDICATOR E-101 LIGHTING PLAN GALV GALVANIZED VIF VERIFY IN FIELD '" . GEN GENERAL, GENERATOR VNR VENEER FERRY RD GFRC GLASS-FIBER VR VAPOR RETARDER SW SC}4QLL5 E-201 ELECTRICAL POWER PLAN REINFORCED CONCRETE VWC VINYL WALLCOVERING GFRG GLASS-FIBER - - _ AiI REINFORCED GYPSUM W WEST, WIDE, WIDTH ( FIf <X - GFRP GLASS-FIBER W/ WITH REINFORCED PLASTIC VV�r /O WITHOUT - ', 1 -- -� GL GLASS WC WATER CLOSET, WALLCOVERING }' SC l 5 F1rRKY �,--� CITY OF TIGARD GYP GYPSUM WD WOOD I 11 I I Approved Ilt� ! A GYP BD GYPSUM BOARD WH WALL HYDRANT DATUM INDICATOR OR WORK POINT FINISH, EQUIPMENT, FIXTURE INDICATOR Conditionally Approved [ WP WEATHERPROOF, WATERPROOF, -- ` J H HIGH WATERPROOFING, WORK POINT >�/ See Letter to: Follow [ j HB HOSE BIBB WR WATER RESISTANT I - m Attached [ I HCWD HOLLOW CORE WOOD WT WEIGHT Permit Number: PQM x.414- 446 HO HAND DRYERAWWF WELDED WIRE FABRIC Address:.lat�) 5.�!_ Sc�L c�Ils �rrry Rei. HDBD HARDBOARD HOW HARDWARE XMFR TRANSFORMER ,.H ,\ By: Z Date: 11-/1" tq GENERAL HDWD HARDWOOD - '\ �, HM HOLLOW METAL YD YARD �� � \ HO NOR°zorvT L ..-�- / �,`\4 INFORMATION HR HOUR -- �' A-000 HSS HOLLOW STRUCTURAL STEEL COPYRIGHT c, 2019 CALLISONRTKL OREGON ARCHITECTS P.C. 1 2 3 4 5 6 7 8 9 10 1. GENERAL CONTRACTOR SHALL SCHEDULE WORK SUCH THAT ANY AND ALLrimma A. THE GENERAL CONDITIONS OF THE GENERAL SPECIFICATIONS, AND CONNECTIONS, MADE AT THIS CONTRACTOR'S EXPENSE. SEALANT AT ALL WALL AND FLOOR FINISHES COMPATIBLE WITHca D - o AND/OR REARRANGEMENT OF EXISTING EQUIPMENT, COLOR OF FIXTURE AND FINISH. SEALANT SUBJECT TO B. PROVIDE A SIGNED CERTIFICATE OF INSPECTION AT THE PROJECT �- COMPLETION. ( O A APPLICABLE INSTRUCTIONS TO BIDDERS SHALL BE PART OF PIPING, ETC., SHALL ASSURE FULL RESUMPTION OF SERVICE(S) ARCHITECT'S APPROVAL. C. PROVIDE THE OWNER WITH A BOUND OWNER'S •U�/ 0 rn THESE SPECIFICATIONS. 14. DRAWINGS AND SPECIFICATIONS MANUAL. THE AT THE G.C.'S DESIGNATED TIME. B. MAINTAIN MANUFACTURER'S RECOMMENDED SERVICE CLEARANCES c� B. THE WORD "PROVIDE" AS USED HEREIN MEANS TO FURNISH AND A. DRAWING ARE DIAGRAMMATIC AND INTENDED TO SHOWN GENERAL MANUAL SHALL CONSIST OF A THREE-RING LOOSE-LEAF BINDER INSTALL COMPLETE. FOR ALL FIXTURES AND EQUIPMENT. REFER TO ARCHITECTURAL 73 O __ Q 7. UTILITIES LOCATIONS OF PIPES, CONDUITS, FIXTURES, AND EQUIPMENT AND CONTAINING ALL PRINTED MATERIAL FOR INSTALLED EQUIPMENT THE METHODS OF CONNECTING AND CONTROL IT IS NOT PLANS FOR EXACT LOCATIONS OF PLUMBING FIXTURES. INCLUDING BUT NOT LIMITED TO: WARRANTY INFORMATION, CU J a� 0 2. PRIOR TO BIDDING: A. THE DRAWINGS ARE NOT INTENDED TO INDICATE ALL EXISTING INTENDED TO SHOW EVERY CONNECTION IN DETAIL OR ALL C. PLUMBING CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING SERVICE AND CLEANING INSTRUCTIONS, NOTICES TO OWNER, a N o F UTILITIES. PRIOR TO START OF WORK, PLUMBING CONTRACTOR "ADA" OPERATING MANUALS, AND MAINTENANCE INSTRUCTIONS. ` SHALL FIELD VERIFY THE EXACT LOCATIONS AND SIZES OF ALL FITTINGS REQUIRED FOR A COMPLETE SYSTEM. DO NOT SCALE ADA WATER CLOSETS ARE PROPERLY ORDERED WITH CORRECTE v v A. THOROUGHLY REVIEW THE BID INSTRUCTIONS INCLUDING ALL CIVIL, DRAWINGS. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR FLUSH HANDLE ORIENTATION. THIS CONTRACTOR'S SHOP DRAWING D. TRAIN THE OWNER IN OPERATING THE EQUIPMENT. N ARCHITECTURAL, STRUCTURAL, AND MEPFP CONSTRUCTION UTILITIES, PER THE FOLLOWING: EXACT LOCATION OF DOORS, WINDOWS, LIGHTS, ETC. PROCESSING IS ACKNOWLEDGMENT THE P.C. HAS COORDINATEDcu D L 'C DOCUMENTS. IF CONTRACTOR BELIEVES THE DRAWINGS AND i. DOMESTIC WATER: IDENTIFY THE DEPTHS, SIZES, AND STATIC B. PRIOR TO INSTALLING EQUIPMENT OR PIPE COORDINATE AND CORRECTLY ORDERED THE REQUIRED FLUSH HANDLE {V a? c SPECIFICATIONS CONFLICT WITH CODE REQUIREMENTS, IMMEDIATELY AND RESIDUAL PRESSURES OF ALL BELOW GRADE DOMESTIC ORIENTATION, NO EXCEPTIONS OR EXCLUSIONS. 26. WARRANTY �, NOTIFY THE ARCHITECT (ENGINEER) IN WRITING. NO ALLOWANCES WATER SERVICES. NOTIFY THE GC IN WRITING OF ANY PROPOSED LOCATIONS OF EQUIPMENT AND PIPE WITH EACH A. ON ALL WORK INCLUDED IN THIS CONTRACT, PROVIDE ONE (1) 2. WILL BE MADE DUE TO CONTRACTOR'S UNFAMILIARITY WITH THE DISCREPANCIES FROM THE LOCATIONS, SIZE(S), AND DISCIPLINE, GC, AND EACH TRADE. EXAMINE EACH DISCIPLINE'S D. ANCHOR ALL WALL-HUNG PLUMBING FIXTURE CARRIERS TO FLOOR DRAWINGS FOR CONSTRUCTION DETAILS, CEILING HEIGHTS, SLAB. PROVIDE WALL HUNG WATER CLOSET CARRIERS WITH REAR YEAR WRITTEN WARRANTY FOR LABOR, EQUIPMENT, AND MATERIALS w W CONSTRUCTION DOCUMENTS. PRESSURES LISTED ON THE DRAWINGS. B. VISIT THE JOB SITE AND THOROUGHLY INVESTIGATE CONDITIONS. ii. SANITARY SEWERS: VERIFY THAT SEWER HAS SUFFICIENT REQUIRED CLEARANCES, AND SPACE CONSTRAINTS. PROVIDE FOOT ANCHORED TO FLOOR. WALL HUNG FIXTURES (SINKS, TO REPLACE ALL FAULTY MATERIALS AND/OR LABOR, AT NO COST LAVATORIES URINALS OR WRO z Z M THE LACK OF SPECIFIC INFORMATION ON THE DRAWINGS SHALL DEPTH FOR THE NEW WORK AND VERIFY THE DIRECTION OF as SYSTEMS INSTALLATION BASED ON THIS EXAMINATION AND ) INSTALLED ON TO OWNER, BEGINNING ON DATE OF ACCEPTANCE BY OWNER. ••• o O , SPACE CLOSETS NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY. FLOW. NOTIFY THE GC IN WRITING OF ANY DISCREPANCIES COORDINATION. IMMEDIATELY REPORT INSTALLATION C )NFLICTS IN MASONRY WALLS WITHOUT FOR CARRIERS SHALL BE • WRITING TO THE GC. RESOLVE ALL CONFLICTS WITH 3C AND MOUNTED IN STRICT ACCORDANCE WITH MANUFACTURER'S -- END OF SPECIFICATIONS -- C. REFER TO APPLICABLE CODES CITED IN CONSTRUCTION FROM THE LOCATIONS, SIZE(S), AND DIRECTION OF FLOW OTHER TRADES PRIOR TO PROCEEDING. INSTALLING CONTRACTOR INSTRUCTIONS ON FACTORY HANGERS ANCHORED TO WALL WITH SEAL DOCUMENTS, EXAMINE GOVERNING STATE AND LOCAL CODES, AND LISTED ON THE DRAWINGS. PERFORM A FLOW TEST OF THE IS FULLY RESPONSIBLE FOR CORRECT INTERPRETATION AND HILTI "HY-150" ADHESIVE ANCHOR SYSTEM AND BOLTS. LOCAL REGULATIONS AND ORDINANCES, AND PROVIDE ALL EXISTING SANITARY DRAIN WITH A MINIMUM OF FIVE GPM APPLICATION OF ALL SIZES AND DIMENSIONS. ANCHORING SYSTEM SHALL BE PART OF THE PLUMBING FIXTURE EQUIPMENT AND INSTALLATIONS IN STRICT ACCORDANCE WITH FOR TWO HOURS. REPORT ANY FLOW DEFICIENCIES IN C. IF THE CONTRACTOR BELIEVES CHANGES TO THE CONTRACT SUBMITTALS. SAME. WRITING TO GC INCLUDING FEE PROPOSAL TO REMOVE ANY DRAWINGS ARE NECESSARY, SHOP DRAWINGS WITH WRITTEN D. REFER TO CONSTRUCTION DOCUMENTS FOR SCHEDULED AND OBSTRUCTIONS. E. PROVIDE ALL FAUCETS WITH UNION TAILPIECES FOR CONNECTION SPECIFIED MATERIALS AND EQUIPMENT. INSTALLATION SHALL BE IN B. PROVIDE ALL UTILITY CONNECTIONS AND INSTALLATIONS IN STRICT DESCRIPTIONS OF THE PROPOSED CHANGES SHALL BE SUBMITTED TO SUPPLIES. SLIP JOINTS OR GASKETED JOINTS ARE NOT LEGEND ` TO THE ARCHITECT (ENGINEER) FOR APPROVAL. } s�'r STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN ACCORDANCE WITH UTILITY AND AHJ REGULATIONS. CONTRACTOR ACCEPTABLE. 0 N �,�, All INSTRUCTIONS AND DETAILS. SHALL COORDINATE CONNECTION REGULATIONS WITH LOCAL UTILITY D. ALL PIPE, VENTS, ETC., EXTENDING THROUGH WALLS AND ROOF F. PROVIDE ALL FIXTURES WITH INDEPENDENT VALVES WITH INTEGRAL -- -- WATER SERVICE s�sz�P� G E. PROVIDE ALL WORK IN STRICT ACCORDANCE WITH THE PRIOR TO PERFORMING ANY WORK. PROVIDE ALL ADDITIONAL SHALL BE FLASHED WATERPROOF. PROVIDE ALL FLASHING FOR STOPS, CONCEALED STOPS, OR STOPS BELOW THE FIXTURES. ALL E APPURTENANCES, AS REQUIRED. PIPE AND OTHER PENETRATIONS OF THE BUILDING ENVELOPE. �,- „� LANDLORD'S CONSTRUCTION CRITERIA AND TENANT/LANDLORDPROVIDE PIPE SLEEVES AT WALL PENETRATIONS. SEAL ANNULAR FIXTURES SHALL HAVE CHROME PLATED BRASS TRIMMINGS. -- -- COLD WATER SUPPLY PIPING a'W°R EG PROVIDE TEMPORARY WATER SERVICE TO THE BUILDING FOR Q � � '` AGREEMENT. THIS CONTRACTOR SHALL EXAMINE THE LANDLORD SPACE WEATHER TIGHT. G. PROVIDE FIXTURES AS SCHEDULED ON THE DRAWINGS. THE HOT WATER SUPPLY PIPING t6cti •t �' ' CRITERIA AND TENANT/LANDLORD AGREEMENT AND THEY SHALL BE CONSTRUCTION REQUIREMENTS. FOLLOWING SIMILAR AND EQUAL FIXTURES WILL BE ACCEPTABLE -"-"- L 8i3 PART OF THESE SPECIFICATIONS. NO ALLOWANCES WILL BE MADE FOR SUBMITTAL REVIEW: CHINA FIXTURES BY CRANE, ELJER, HOT WATER RETURN PIPING DUE TO CONTRACTOR'S UNFAMILIARITY WITH THESE DOCUMENTS. 8. CODE REQUIREMENTS 15. PIPING KOHLER, AND TOTO; STAINLESS STEEL FIXTURES BY JUST; f EXPIRATIMDATE.12.131(2o01 i A. ALL WORK SHALL COMPLY WITH THE CONSTRUCTION DOCUMENTS, A. IN FINISHED AREAS, ALL PIPING SHALL BE CONCEALED UNLESS TERRAZZO OR MOLDED STONE PRODUCTS BY STERN WILLIAMS 3. PERMITS OR AS DIRECTED BY THE ARCHITECT (ENGINEER), AND SHALL BE NOTED OTHERWISE. AND SWAN. FAUCETS OF SIMILAR DESIGN AND EQUAL QUALITY TO SANITARY DRAINAGE & WASTE PIPING/SEWER 10/11/2019 PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, THOSE SCHEDULED BY CHICAGO FAUCET, DELTA, MOEN, T&S A. SECURE AND PAY FOR ALL PERMITS AND LICENSES REQUIRED BY ORDINANCES, OR REGULATIONS OF THE AHJ, WHETHER SO SHOWN B. INSTALLATION SHALL NOT EXPOSE ANY WET PIPE TO FREEZING BRASS, AND SYMMONS WILL BE ACCEPTABLE FOR REVIEW. ---- SANITARY VENT PIPING V THE AHJ FOR THIS WORK. CONDITIONS. = g o OR NOT. IF CONTRACTOR BELIEVES THE DRAWINGS AND C. SEE PIPE SCHEDULE FOR PIPE MATERIALS AND PIPE INSULATION. SPECIFICATIONS CONFLICT WITH CODE REQUIREMENTS, IMMEDIATELY 18. CONTROG NATURAL GAS PIPING 8 4. SUBSTITUTIONS, L NOTIFY THE G.C. IN WRITING. DO NOT INSTALL WORK NOT D. DO NOT INSTALL PVC PIPING IN PLENUM AREAS. M M COMPLYING WITH CODE REQUIREMENTS. IN CASE OF CONFLICT A. PROVIDE COMPLETE EQUIPMENT CONTROLS, INCLUSIVE OF ALL Xi LINE SIZE GATE VALVE M A. MANUFACTURERS EQUIPMENT AND MATERIALS SCHEDULED, NOTED, E. STEEL GAS PIPING ON BUILDING EXTERIOR SHALL BE PAINTED COMPONENTS, VOLTAGES, PROGRAMMING, WIRING ETC. FOR H w z AND SPECIFIED IN THE CONSTRUCTION DOCUMENTS ARE THE BETWEEN THE CONSTRUCTION DOCUMENTS AND THE CODES AND WITH TWO (2) COATS OF RUST INHIBITING PAINT. COMPLETE AND OPERATIONAL SYSTEMS. MOUNT THERMOMETERS LINE SIZE BALL VALVE (2" & SMALLER) DESIGN STANDARD. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT ORDINANCES, THE HIGHEST STANDARD SHALL APPLY. AS A t } �i PRIOR WRITTEN APPROVAL BY THE ARCHITECT OR ENGINEER. IN MINIMUM STANDARD, CONTRACTOR SHALL SATISFY CODE F. ALL PIPING, VENTS, ETC. EXTENDING THROUGH WALLS AND ROOF AND GAGES IN ACCESSIBLE LOCATIONS. BIDDING, DO NOT ASSUME ACCEPTANCE OF SUBSTITUTIONS. REQUIREMENTS WITHOUT ANY EXTRA COST TO OWNER. ALL SHALL BE FLASHED WATERPROOF. PROVIDE ALL FLASHING FOR LINE SIZE BALANCING VALVE '6 CONTRACTOR MUST STATE IN SUBSTITUTION REQUEST: "PROPOSED MODIFICATIONS REQUIRED BY AHJ SHALL BE MADE BY THE PIPE AND VENTS PENETRATING BUILDING ENVELOPE. PROVIDE PIPE 19. EXCAVATION AND BACKFILL o SUBSTITUTIONS ARE EQUAL OR OF HIGHER QUALITY, EFFICIENCY CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. SLEEVES AT WALL PENETRATIONS. SEAL ANNULAR SPACE WEATHER LINE SIZE CHECK VALVE w AND DEPENDABILITY TO SPECIFIED EQUIPMENT AND MATERIAL. TIGHT. A. PROVIDE ALL EXCAVATION AND BACKFILL REQUIRED FOR PIPE AND L: _ 6 EQUIPMENT INSTALLATION SHOWN ON THE PLANS AND/OR AS •••• " CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ADDITIONAL 9. PUTTING & PATCHING G. BRANCH TAKE-OFFS SHALL BE MADE WITH SWING CONNECTIONS / -IIILINE SIZE UNION �" ENGINEERING COSTS AND COSTS TO OTHER CONTRACTORS DUEREQUIRED. EXCESS EXCAVATION BELOW THE REQUIRED ELEVATION D A. CORE-DRILL OR SAW-CUT EXISTING FLOORS, WALLS, ROOF, ETC., AS REQUIRED TO AVOID STRESS AT THESE POINTS. TO SUBSTITUTIONS." IF DEEMED NECESSARY BY THE ARCHITECT AS REQUIRED FOR EQUIPMENT OR PIPE. PRIOR TO CUTTING, H. DOMESTIC WATER PIPE CLEANING: CLEAN AND DISINFECT POTABLE SHALL BE BACKFILLED WITH THOROUGHLY TAMPED SOIL. PRIOR P OR ENGINEER, SUBSTITUTIONS WHICH ARE NOT APPROVED OR O BACKFILLING, UTILITY LINES SHALL BE INSPECTED AND T LINE SIZE GAS COCK VALVE W PERFORM NON-DESTRUCTIVE TESTING TO VERIFY LOCATION OF DOMESTIC WATER PIPING PER THE AHJ AND/OR PROCEDURES APPROVED BY THE AHJ. NOT EQUAL TO DESIGN STANDARD SHALL BE REMOVED AND THE STRUCTURAL COMPONENTS. NOTIFY ARCHITECT (ENGINEER) OF DESCRIBED IN EITHER AWWA C651 OR AWWA C652. PREPARE AND AFF ABOVE FINISHED FLOOR SCHEDULED, NOTED, AND SPECIFIED EQUIPMENT AND MATERIALS ANY DISCREPANCIES. PATCH SURROUNDING AREAS FLUSH WITH SUBMIT REPORTS OF PURGING AND DISINFECTING ACTIVITIES. B. EXCAVATED TRENCH BOTTOMS SHALL BE TAMPED THOROUGHLY SHALL BE INSTALLED AT CONTRACTOR'S EXPENSE. SUBMITTING ADJACENT SURFACE AND READY TO RECEIVE FINISH. PATCH AND PROVIDE COPIES OF WATER-SAMPLE APPROVALS FROM AHJ TO AND GRADED TO THE REQUIRED SLOPE. WHERE ROCK IS FCO FLOOR CLEANOUT CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ADDITIONAL REPAIR ROOF TO MATCH EXISTING ROOFING. ALL ROOF WORK ARCHITECT (ENGINEER). ENCOUNTERED, EXCAVATE TO A DEPTH OF SIX INCHES (6") ENGINEERING COSTS AND COSTS TO OTHER CONTRACTORS DUE SHALL MEET WARRANTY REQUIREMENTS OF EXISTING ROOFING. BELOW THE BOTTOM OF THE PIPE. BEFORE THE PIPE IS LAID, -'' FD FLOOR DRAIN v E TO SUBSTITUTIONS. COORDINATE REQUIRED OPENINGS AND PENETRATIONS WITH THE I. ALL HOLES REQUIRED THROUGH EXISTING FLOORS AND MASONRY THE SPACE BETWEEN BOTTOM PIPE AND ROCK SURFACE SHALL z o GC AND OTHER TRADES. (OPENINGS IN FOUNDATIONS, FLOORS, WALLS SHALL BE CORE DRILLED. BE FILLED WITH GRAVEL AND TAMPED. TRENCHES DEEPER THAN 5. SCHEDULING WALLS, CEILINGS, AND ROOF SHALL BE BUILT INTO THE J. PROVIDE DIELECTRIC PIPE UNIONS AT CONNECTIONS OF THE BOTTOM OF FLOORING OR WITHIN THREE FEET (3'-0") OF GCO GROUND CLEANOUT .a Y A. ALL PERFORMANCE OF CONSTRUCTION SHALL BE AS REQUIRED BY STRUCTURE WITH SLEEVES, CURBS, ETC.) DISSIMILAR PIPE METALS. PROVIDE DIELECTRIC UNIONS OR FOOTING SHALL BE FILLED WITH COHESIVE SOIL AND COMPACTED L THE PACE OF THE GENERAL CONSTRUCTION AS SCHEDULED BY FLANGES BETWEEN PIPE AND EQUIPMENT CONNECTIONS. TO 95% OF MAXIMUM DENSITY, STANDARD PROCTOR, ASTM D- GW GREASE WASTE 0 I.. fx K. PROVIDE THIN FILM PIPE MARKERS FOR ALL PIPING. MARKERS 698. COMPACT ALL OTHER EXCAVATIONS UNDER FLOOR SLABS TOTHE OC C. PROVIDE COMPLETE INFORMATION AND FULL 10. FIRE STOPPING, „ 95STANDARD PROCTOR. NC NEW CONNECTION z N COOPERATION WITH OTHER CONTRACTORS AND TRADES, AS A. PROVIDE FIRE STOPPING FOR PENETRATIONS BY PIPING AND/OR SHALL BE 1-1/8" HIGH FOR PIPES 3" AND UNDER AND 2-1/4 G REQUIRED FOR THE TIMELY COMPLETION AND COORDINATION OF HIGH FOR PIPES OVER 3". MARKERS SHALL INDICATE TYPE OF C. WHEN EXCESS DIRT HAS BEEN REMOVED, THE TRENCH SHALL BE SAN SANITARY J THE COMPLETE PROJECT. OTHER EQUIPMENT THROUGH FIRE-RATED VERTICAL BARRIERS BROUGHT TO THE REQUIRED LEVEL WITH SAND AND GRAVEL ANDt4 7ii BARRIERS (FLOOR/CEILINGSERVICE AND DIRECTION OF FLOW. PLACE PIPE MARKERS AT B. PROVIDE ALL TESTS AND INSPECTIONS REQUIRED BY AHJ (WALLS AND PARTITIONS), HORIZONTAL TAMPED THOROUGHLY. EQUIPMENT CONNECTIONS, ACCESS DOORS, BRANCH MAINS, AND .1 • ASSEMBLIES), AND VERTICAL SERVICE SHAFT WALLS AND INCLUDING BUT NOT LIMITED TO ALL DWV, STORM, AND WATER 6" V VENT J PARTITIONS. FIRESTOP SYSTEM INSTALLATION MUST MEET ON ALL ACCESSIBLE PIPE AT MAXIMUM OF 75' BETWEEN D. TRENCHES AND EXCAVATION SHALL BE BACKFILLED IN LAYERS a SYSTEM LEAK TESTS. SCHEDULE INSPECTIONS WITH AHJ. MARKERS. OF CLEAN SOIL REQUIREMENTS OF ASTM E 814 OR UL 1479 TESTED ASSEMBLIES C. PROVIDE A SIGNED CERTIFICATE OF INSPECTION AT THE PROJECT (FREE OF CLODS AND STONES) AND WCO WALL CLEAN OUT 0 THAT PROVIDE A FIRE RATING EQUAL TO OR GREATER THAN THAT L PROVIDE PIPE PENETRATIONS OF WALLS, FLOORS, AND FINISHED THOROUGHLY TAMPED TO A DEPTH OF 12" ABOVE THE PIPE. C COMPLETION. OF CONSTRUCTION BEING PENETRATED. INSTALL IN STRICT CEILINGS WITH CHROME-PLATED ESCUTCHEONS. ESCUTCHEONS AFTER THAT DEPTH HAS BEEN REACHED, BACKFILLING SHALL BE VTR VENT THRU ROOF ACCORDANCE WITH UL FIRE RESISTANCE DIRECTORY, AHJ, AND SHALL BE WIDE ENOUGH TO CLOSE ANNULAR SPACE BETWEEN DONE IN 12" LAYERS AND THOROUGHLY TAMPED. CC 6. SCOPE PIPE OR PIPE COVERING AND SURROUNDING STRUCTURE. SECURE F- A. PROVIDE PERMIT S), MSB-1 MANUFACTURER'S SPECIFIED REQUIREMENTS. ONLY TESTED W WASTE ( FINAL CERTIFICATE(S) OF INSPECTION BY FIRESTOP SYSTEMS BY "3M", "HILTI", OR EQUAL SHALL BE USED. ESCUTCHEONS IN PLACE. SEAL WATERTIGHT AROUND PIPE IN 20. SHOP DRAWINGS _ AHJ, AND ALL MATERIALS, EQUIPMENT, AND LABOR NECESSARY REFER TO ARCHITECTURAL DRAWINGS FOR ASSEMBLY RATING. UNFINISHED ROOMS. FS RECOMMENDED FLOOR SINK V FOR A COMPLETE AND FULLY OPERATING PLUMBING SYSTEM. M. AT A MINIMUM, PROVIDE CLEAN OUTS IN THE BASE OF EACH A. SUBMIT SHOP DRAWINGS ON SCHEDULED AND NOTED EQUIPMENT -� LOCATION. VERIFY WITH ARCHITECT. (� CC B. UNLESS NOTED OTHERWISE, ABANDONMENT IN PLACE ALP) IS NOT 11. MATERIALS AND WORKMANSHIP STORM AND SANITARY RISER. CORRECTIONS,AND MATERIALS. PROVIDE ADEQUATE TIME FOR REVIEW AND INDIRECT WASTE DRAIN HUB DRAIN, FLOOR DRAIN W Z }' IF ANY, TO PREVENT CONSTRUCTION DELAY. HD / ACCEPTABLE. UNUSED EQUIPMENT, PIPING, AND OTHER A. ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL N. THIS CONTRACTOR SHALL LOCATE AND FURNISH ACCESS PANELSFUNNEL OR SIMILAR. VERIFY WITH ARCHITECT COMPONENTS WITHIN OR SERVING THIS SPACE MUST BE BE NEW U.N.O., FREE OF DEFECTS, AND INSTALLED IN STRICT FOR INSTALLATION BY THE GC. FOR INSTALLED SYSTEMS AND B. SUBMIT: MANUFACTURERS CUTS, INSTALLATION MANUALS AND ..1 C- co 0 PRODUCT SPECIFICATIONS; CLEARLY INDICATED OPTIONS AND ❑O FD FLUSH FLOOR DRAIN AND GRATE a 11 W N o COMPLETELY REMOVED TO POINT OF ORIGIN. ENDS OF SYSTEMS ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS EQUIPMENT, FURNISH ALL ACCESS PANELS REQUIRED FOR VALVE ACCESSORIES; COMPLIANCE WITH REFERENCED STANDARDS AND 11 N ch BEYOND GENERAL SCOPE OF DEMOLITION MAY BE ABANDONED AND DETAILS, AND INDEPENDENTLY TESTED AND LABELED BY A ACCESS AND FOR SERVICING EQUIPMENT AND PIPES. ACCESS LISTINGS; NOTATION FOR COORDINATION REQUIREMENTS; V u_ " co ONLY WITH WRITTEN APPROVAL OF ARCHITECT (ENGINEER). WHERE NATIONALLY RECOGNIZED TESTING LABORATORY - UNDERWRITERS PANELS SHALL BE BY MILCOR TYPE: "M" ARCHITECTURAL GRADE8 POINT OF CONNECTION TO EXISTING = THESE ABANDONED ENDS TERMINATE, TRIM CLEANLY AND LABORATORIES (UL) OR INTERTEK (ETL). ALL LIKE MATERIALS FLUSH MOUNT; "DW" DRYWALL FLUSH MOUNT; "CT" ALUMINUM AVAILABILITY AND DELIVERY TIME INFORMATION; WRING m. Co CD o PROPERLY CAP OR SEAL IN AN APPROVED MANNER, LEAVING USED SHALL BE OF THE SAME MANUFACTURE AND QUALITY U.N.O. FOR SUSPENDED CEILINGS; "K" PLASTER FLUSH MOUNT; "UFR" DIAGRAMS, PERFORMANCE CURVES AND DETAILED DESCRIPTION (EXISTING PIPING WILL BE A LIGHTER LINE TYPE) D J Et °' TERMINATION SAFE AND SECURE BEHIND NEW FINISHES. MAINTAIN OF EQUIPMENT ANCHORAGE. SYSTEM CONTINUITY TO PLUMBING SYSTEMS SERVING AREAS B. ALL MATERIALS WITHIN PLENUMS SHALL BE NONCOMBUSTIBLE OR FIRE-RATED PANELS UL 1-1/2 HOUR AND "CLASS B" LABEL W < O O BEYOND GENERAL DEMOLITION, AS NEEDED. THIS INCLUDES BUT SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 ACCESS PANELS IN FIRE-RATED WALLS AND CEILINGS, AS 21. OUTDOOR AIR INTAKES � � 2 - AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 50 WHEN INDICATED ON THE DRAWINGS. ACCESS DOORS SHALL BE MINIMUM Z U ce 0 o IS NOT LIMITED TO REMOVAL, MODIFICATION AND/OR TESTED IN ACCORDANCE WITH ASTM E84 OR UL 723. ALL 12"x12" FOR VALVES. A. PROVIDE A MINIMUM 15'-0" (10'-0") HORIZONTAL CLEARANCE REINSTALLATION OF EQUIPMENT, AS NEEDED. COMPLETION OF THIS MATERIALS INSTALLED IN PLENUM SPACES SHALL BE LISTED AND BETWEEN PLUMBING VENTS AND/OR COMBUSTION EXHAUST AND LLI W Cl) Q PROJECT SHALL INCLUDE RETURNING THESE ADJACENT AREAS TO LABELED FOR SUCH APPLICATION. MECHANICAL EQUIPMENT OUTDOOR AIR INTAKES. W (7 U FULLY FUNCTIONING OPERATION. C. ALL WORK SHALL BE SUPERVISED BY THE INSTALLING 16. EQUIPMENT Z o B C. CONTRACTOR SHALL PROVIDE DAILY CLEAN-UP, REMOVAL AND CONTRACTOR'S COMPETENT AND SKILLED FOREMAN. ALL WORK A. INSTALL ALL EQUIPMENT AND MATERIALS IN STRICT ACCORDANCE O il- 111 (n LEGAL DISPOSAL OF ALL RUBBISH GENERATED BY THIS WORK. SHALL BE PERFORMED BY COMPETENT AND SKILLED WORKERS, WITH MANUFACTURER'S INSTALLATION AND OPERATIONS MANUAL 22. SEISMIC RESTRAINT 0 O D. AS-BUILT DRAWINGS: DURING CONSTRUCTION, AS WORK WITH ALL TRADE AND MANUFACTURER REQUIRED TRAINING, AND AND IN STRICT ACCORDANCE WITH ALL LOCAL CODES AND A. PROVIDE SEISMIC RESTRAINT OF SYSTEMS AND EQUIPMENT IN o co cC PROCEEDS, MAINTAIN ON-SITE AS-BUILT MARK-UPS OF ACTUAL EXECUTED IN A NEAT AND WORKMANLIKE MANNER. ALL WORK REGULATIONS. STRICT ACCORDANCE WITH THE BUILDING CODE. PROVIDE DETAILS W x- a INSTALLATION. AT CONSTRUCTION COMPLETION AND PRIOR TO SHALL BE IN STRICT ACCORDANCE WITH THE BEST QUALITY B. U.N.O. PROVIDE ALL MOTORIZED EQUIPMENT WITH VIBRATION TO AHJ FOR REVIEW AND APPROVAL. IF REQUIRED BY AHJ, Q N TURNOVER TO OWNER (TENANT), PROVIDE FINAL MARK-UPS IN STANDARDS OF THE TRADE AND IN CONFORMANCE WITH ALL ISOLATION MOUNTING AND FLEXIBLE PIPE CONNECTIONS. PROVIDE ENGINEERED SEISMIC-RESTRAINT DRAWINGS, SIGNED AND ( PDF FORMAT TO ARCHITECT AND ENGINEER. FEDERAL, STATE, AND LOCAL CODES AND STANDARDS, INCLUDING C. FOR ALL ELECTRICALLY POWERED EQUIPMENT FURNISHED BY THIS SEALED BY A PROFESSIONAL ENGINEER, LICENSED IN THE STATE. E. PROVIDE FINAL CONNECTIONS TO EQUIPMENT FURNISHED BY APPLICABLE OSHA REGULATIONS. PROPERLY PROTECT WORK SUBMIT COPIES INCLUDING CALCULATIONS AND DETAILS, AS (- OTHERS, AS NOTED (GAS FIRED EQUIPMENT, COMMERCIAL KITCHEN DURING CONSTRUCTION. AT CONSTRUCTION COMPLETION, CONTRACTOR, PROVIDE MOTOR STARTER(S) AND ELECTRICAL ISSUED / REVISED DATE THOROUGHLY CLEAN WORK AND REMOVE ALL DEBRIS FROM THE DISCONNECTS. REQUIRED BY AHJ TO ARCHITECT (ENGINEER) AND TO AHJ FOR EQUIPMENT, LAUNDRY EQUIPMENT, IRRIGATION, ETC.). REVIEW AND APPROVAL. PREMISES. D. LABEL EQUIPMENT WITH ENGRAVED PHENOUC RESIN NAMEPLATES DD SET 10/1 1/19 F. DO NOT ROUTE ANY PIPING ABOVE ELECTRICAL PANELS. ADHERED TO EQUIPMENT WITH RN SILICONE. LETTERING SHALL PERMIT SET 10/11/16 G. UNLESS NOTED OTHERWISE, ALL PIPE SHALL BE RUN PARALLEL BE 1" HIGH BLACK ON WHITE BACKGROUND. 23. TESTING AND BALANCING TO OR AT RIGHT ANGLES TO WALLS, BEAMS, OR COLUMNS. PIPE 12. PROTECTION OF WORK AND PROPERTY A. PROVIDE REQUIRED LEAK TESTING OF WATER, DWV, AND GAS SHALL BE RUN AS DIRECT AS POSSIBLE - AVOID UNNECESSARY A. PROTECT ALL WORK FROM DAMAGE AND PROTECT THE OWNER'S E. ALL EQUIPMENT, PIPE, ETC. MOUNTED FROM BOLTED PIPING. OFFSETS AND MAXIMIZE HEADROOM. PROPERTY FROM DIRT, DAMAGE, OR LOSS ARISING FROM CONNECTIONS SHALL HAVE DOUBLE NUTS AT ATTACHMENT TO H. PRIOR TO ORDERING EQUIPMENT, THIS CONTRACTOR SHALL CONTRACTOR WORK. STRUCTURE AND HANGER, NO EXCEPTIONS. B. PROVIDE DISINFECTION TEST REPORT OF DOMESTIC WATER PIPING. PROVIDE FINAL COORDINATION OF ELECTRICAL POWER B. COMPLY WITH OSHA REQUIREMENTS AND TAKE ALL NECESSARY C. PROVIDE BALANCE REPORT OF HOT WATER RETURN PIPING. REQUIREMENTS WITH THE ELECTRICAL CONTRACTOR. PRECAUTIONS FOR EMPLOYEE SAFETY. 17. FIXTURES I. CONTRACTOR SHALL MAINTAIN ACTIVITIES WITHIN AREA APPROVED C. PROTECT ALL OPEN PIPING AND EQUIPMENT, EXISTING AND NEW A. UNLESS NOTED OTHERWISE, ALL PLUMBING FIXTURES FOR THIS 24. DQMPLETIQN OF WORK BY OWNER OR GC. CONTRACTOR'S ACTIVITIES SHALL NOT FROM CONSTRUCTION DIRT AND DUST. COVER, CAP, OR PLUG PROJECT SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR. A. UPON COMPLETION OF WORK, INSPECT INSTALLATION OF ALL A INTERFERE WITH THE OWNER'S OPERATIONS, EXCEPT AS OPEN ENDS OF PIPING. KEEP EQUIPMENT CLOSED OR COVER PROVIDE ALL NECESSARY CARRIERS, MOUNTING AND INSTALLATION EQUIPMENT AND SYSTEMS. OPEN ALL ACCESS COVERS ON APPROVED. AND SEAL EQUIPMENT OPENINGS. HARDWARE, HANGERS, ANCHORS, AND BRACKETS. ALL FIXTURES EQUIPMENT. REMOVE ALL SURPLUS MATERIALS AND DEBRIS AND J. EXCEPT THOSE COORDINATED AND APPROVED BY THE G.C., SHALL BE PROPERLY CONNECTED TO WATER AND DWV LINES. PROPERLY DISPOSE OF SAME. CONTINUITY OF ALL BUILDING SERVICES AND UTILITIES SERVING 13. DAMAGE BY LEAKS PRIOR TO INSTALLATION, WHERE FIXTURES WILL BE INSTALLED - BUILDING FACILITIES SHALL BE MAINTAINED UNINTERRUPTED AT NO A. THIS CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXAMINE WALLS AND FLOORS TO ENSURE SUITABLE CONDITIONS. ADDITIONAL COST. PROVIDE ALL NECESSARY CROSS CONNECTIONS THE PROPERTY (GROUNDS, WALKS, ROADS, BUILDING PROCEED WITH INSTALLATION ONLY AFTER UNSUITABLE CONDITIONS 25. CLOSEOUT - AT CONSTRUCTION COMPLETION AND PRIOR TO TURNOVER AND TEMPORARY CONNECTIONS REQUIRED TO PERFORM THE COMPONENTS, FINISHES, PIPING SYSTEMS, ELECTRICAL SYSTEMS, HAVE BEEN CORRECTED. INSTALL FIXTURES DEAD LEVEL AND TO OWNER (TENANT): PLUMBING CONSTRUCTION, AS DETERMINED BY THE G.C., AND NEEDED TO HVAC SYSTEMS, AND THEIR EQUIPMENT AND CONTENT) CAUSED PLUMB WITH FIXTURE, FIXTURE CARRIER, AND/OR FIXTURE A. PROVIDE FINAL MARK-UPS IN PDF (DWG) FORMAT TO ARCHITECT SPECIFICATIONS MAINTAIN CONTINUITY OF THE BUILDING SERVICE(S). THIS BY LEAKS IN THE PIPING SYSTEMS BEING INSTALLED OR HAVING HANGER PROPERLY ANCHORED TO BUILDING STRUCTURE. DO NOT AND ENGINEER. BEEN INSTALLED AS PART OF THIS WORK. ALL REPAIRS WILL BE DAMAGE ANY ADJOINING WORK OR FINISH. 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LAB/BREAKROOM SINK 10 2 20 TABLE TO CALCULATE WATER FIXTURE UNITS I— MOP SINK 10 1 10 WATER NUMBER TOTAL ISSUED DD SET/ REVISED ATE 09/06/19 TOTAL HOT WATER GALLONS PER HOUR FOR ALL PLUMING FIXTURE FIXTURE OF WATER FIXTURES: 97 GPH UNITS FIXTURES FIXNURE UNITS PERMIT SET 10/11/19 30IGALLONS USABLE STORAGE - 23 WATER CLOSET 5 3 15 (75% TOTAL STORAGE) GALLONS TOTAL HOT WATER GALLONS PER HOUR NEEDED 74.5 GPH URINAL 0 0 0 FOR RECOVERY: LAVATORIES 1 3 3 TEMPERATURE RISE ('F) 100 'FHAND SINKS 2 13 26 PLUMBING KEYED NOTES TOTAL BTU MOP SINK 3 1 3 O1 ROUTE COLD WATER PIPING TO CONNECT TO NEW 2" COLD WATER GPH RECOVERY x 8.33 x TEMP. RISE X (DEMAND NEEDED WATER SERVICE. VERIFY EXACT LOCATION AND SIZE IN FIELD PRIOR TO THERMAL EFFICIENCY FACTOR %) FOR LAB/BREAKROOM 3 2 6 ANY WORK. A RECOVERY SINK 64,644 BTU 0.75 48,483 TOTAL WATER 53 O2 PROVIDE AND INSTALL ELECTRIC WATER HEATER ABOVE CEILING. ROUTE BTU FIXTURE UNITS 3,413 BTU kW PER UPC 2015 2" COLD WATER SUPPLY EWH T&P RELIEF VALVE INDIRECTLY TO MOP SINK. VERIFY EXACT BTU -> KW CONVERSION / KW14.2MOUNTING LOCATION AND HEIGHT IN FIELD PRIOR TO ANY WORK. PLUMBING PLAN • SUPPLY P-200 COPYRIGHT 0 2019 CALLISONRTKL INC. 1 2 3 4 5 6 7 8 9 10 t1 - Tr CO ' LL o D 0 ��1/2" Vc O) .T:2> W Q ♦ ` MON 1/2._/, /2"� J m U ado U) _ N F -`I I/ _ 1" yi W W c w 1 ' � 1-1/4" " 1,, O Z Z c� /4 �3/4„ 1-1 I ,' ✓ �: 0 0 U) I .s \-1/2r \ SEAL c 3/4t\r. / ♦ rsr\_ 1" /e2"' ,. ' ::/e 1X/2" \1/2V4 I SK-1 • 1/2" • ....... . �}PfiQF6 1j I.. ' '�+ 6 %0 iv4 1-1/2" *� 9 t\ 1-1/2 ♦ 53921 PE 1-1/2"-.T • 1›. / ,•,-, E `1- r1 3/4„ 3/4�, \-1/2-", ,P SK-1 I 1 Cet,p,4,07 3; `� , ; • ,�\�`�r •/' 1/2 4 ,1/2" 1/2 41.1. RO'l ` LAV-1 RPZBFP ♦ / I EXPIRATIONDATE:k2 131[2o( J 2" I / I 2" ♦ 10/11/2019 I 1" DOWN I� 1-1/2 1/2" I k TO EWH-1 ♦ 2" I SK-1 ♦ V I ›.....› SK-1 / 1/2f, / 1/2" ♦ liji 8 WC I SK-1 ° a Cl I / ' 1-1/2" ♦ ♦� I LAV-1 f \ TMV-1 „ / ♦ z ri / 1-1/2��� I / I ♦ 1" = N11 , MSB-1 \ ♦ ' -1/2" ,� LAV-111 TM V-1 I ♦ •� 1/2 -( ) . ♦ �■ WC-1 I I SK-1 „ \ o /1/21' ♦ ♦ I SK-1 2 ♦ oho 2� ,1 /� ♦ NV-1 / o �'3 a SK-2 I 1-1/2" , ` YVC_1j _> 1/2 o fx CI \ U c ,,,,-, 1 2" TYP i / LLI 5K-1 BELOW '� 2„ 1/2" J I• GRADE f ): ' \ � I SK-3 / 1/2" 1/A � SK-1 v o WATER ISOMETRIC • �"(TYP.) 2 <1-1 2" SK-1 z SCALE: NONE . / / L k H N- m / 11/2" I O ErI - ELECTRIC WATER HEATER SCHEDULE ♦ .� sK-1 T1/4/--TMV-1 U) ? _ MARK MFR MODEL STORAGE RECOVERY 'F. RISE VOLT/PHASE ' POWER INPUT REMARKS 1-1/2n�� 2 1/2"� \r J H EWH-1 A.O. SMITH ` DEL-30-12 ` 30 , 49 GPH 100 460/3 12 kW 1,2 / 1 2" J . 1: SET WATER HEATER TO 140' " ' 2: CONSULT MANUFACTURER PRIOR TO PURCHASE FOR EXACT MODEL AND ALL ACCESSORIES FOR A COMPLETE SYSTEM 2 / SK-i ♦ I V a <1/2" CL PLUMBING FIXTURE SCHEDULE :1[1V TAG MODEL SAN VENT CW HW DESCRIPTION Z }- WC-1 WATER CLOSET 4" 2" 1-1/2" - OLSONITE #95 OPEN FRONT SEAT. ZURN AMERICAN STANDARD ZER6000AV-HET-CPM FLUSH VALVE 1.28 GPM. -1 ii- W CO 3043.001 MOUNT AT 17" FROM FLOOR TO TOP OF RIM. Q W o ADA COMPLIANT S',441 „ / v 0 LL ti in ELONGATED BOWL // SK-1 C = 07 CD o LAV-1 LAVATORY, WHITE 2” 2" 1/2" 1/2" KOHLER 13460-C-CP, SELF CLOSING METERING. VANDAL / 0 J ly °' KOHLER K-1997-1R-0 RESISTANT SPRAY WITH GRID DRAIN. R367 1-1/4" " / 3" W Q r WALL HUNG P-TRAP AND ARIM, CLEANOUT, AND ESCUTCHION. S312C Q LOOSE KEY STOPS WITH FLEXIBLE RISER. PROVIDE WITH / 2 0 N KOHLER K-1998 SHROUD AND ZURN Z1224 RIGID SYSTEM j 1 \ 4 Z LAV SUPPORT. SK-1 COUNTER MOUNTED 2" 2" 1/2" 1/2" ZURN Z812C4-XL-18F WITH 1.5GPM AERATOR, VANDAL 2"/ / I j\ 4» 2" / / W LU EXAM SINK RESISTANT SPRAY WITH #LK-35 STRAINER. P-TRAP AND / I SK-1 .� / / Z CL - w ELKAY ELUHAD121255 LOOSE KEY STOPS WITH FLEXIBLE RISER. VERIFY AND r., 2'1 /\ / / O Ur U) 1- -7 B INSTALL PER MANUFACTURERS GUIDELINES. f SK-1 / /2" " 2\ / ❑ co 0 SK-2 UNDERMOUNT SINK 2" 2" 1/2" 1/2" AMERICAN STANDARD 6408.171.002 WITH 1.5 GPM 2"\ + // I �' 4" 2......- / SK-1 co r2 KITCHEN AERATOR. VANDAL RESISTANT SPRAY WITH #LK-35 N / / I \ 4" Q N ELKAY ELUHA0161655 STRAINER. P-TRAP AND LOOSE KEY STOPS WITH MSB-1 \ 5K-1 LAV-1 I \ \ K--1 / (� FLEXIBLE RISER. VERIFY AND INSTALL PER 3" UN 3" 2" MANUFACTURERS GUIDELINES. 22\ 3" " / / 4 / � I I— SK-3 STAINLESS STEEL 2" 2" 1/2" 1/2" SPEAKMAN SEF-1801-8 LABORATORY WIDESPREAD 2 3» 2% I I " WC-1 y / �WCO ISSUED / REVISED DATE LAB SINK FAUCET WITH INTEGRATED EYEWASH. EYEWASH TO HAVE , LAV-1 2 4 / SK1 %!� ELKAY ELUHAD161655 SINGLE LEVER CARTRIDGE, LIFT HAND ACTIVATION, 2.14DD SET 09/06/19 1 / PERMIT SET 10/11/19 GPM. BRASS FAUCET WITH POLISHED CHROME FINISH, 3" 4" SK-1 RIGID 8" GOOSENECK SPOUT, 4"WRIST BLADES, INTEGRAL 1 LA'V-1 I 2,. / 3" 2 / THERMOSTATIC MIXING VALVE. WCO WC-1 " 4" 13" I /I/ P-TRAP AND LOOSE KEY STOPS WITH FLEXIBLE RISER. %' SK-2 VERIFY AND INSTALL PER MANUFACTURERS GUIDELINES. WC-1 3" / / I FS-1 FLOOR SINK 3" 2" - - 12"X12", 8" SUMP DEPTH, LIGHT DUTY HALF GRATE, 3" SK-1 3" f 3" / VENT 3" ZURN CAST IRON BODY, DOME STRAINER, NO HUB, ACID If Z-10901-2 RESISTING PORCELAIN ENAMEL INTERIOR AND TOP. BELOW SK-1 3" / / SK 2"/ / A MSB-1 SERVICE SINK 3" 2" 3/4" 3/4" PROVIDE WITH ALL ACCESSORIES FOR A COMPLETE r FIAT PRODUCTS SYSTEM. VERIFY AND INSTALL PER MANUFACTURERS MSB2424 GUIDELINES. PROVIDE WITH MOP BRACKET. PROVIDE WITH I 3" PDELTA AIL HOOK. WASTE WITH INTEGRAL VACUUM BREAKER AND SK-1 0 PLUMBING RISER & WASTE ISOMETRIC SCALE: NONE SCHEDULES P-300 COPYRIGHT 02019 CALLISONRTKL INC. 1 2 3 4 5 6 7 8 9 10 a. L CO ' LL. O PLUMBING GENERAL AND PRE-BID NOTES. V o 1. PLUMBING CONTRACTOR SHALL ABIDE BY THE LOCAL CODES AND ORDINANCES. ALL WORK SHALL COMPLY WITH ALL c�I APPLICABLE FEDERAL, STATE AND LOCAL CODES, LAWS, ACTS AND ALL AUTHORITIES HAVING JURISDICTION. _ Q 2. IF COMPLIANCE WITH TWO OR MORE STANDARDS IS SPECIFIED AND THE STANDARDS ESTABLISH DIFFERENT OR CU _1 U F CONFLICTING REQUIREMENTS FOR MINIMUM QUANTITIES OR QUALITY LEVELS, COMPLY WITH THE MOST STRINGENT m •U REQUIREMENT. REFER CONFLICTING REQUIREMENTS THAT ARE DIFFERENT, BUT APPARENTLY EQUAL, TO E .• - CD N ARCHITECT/ENGINEER FOR A DECISION BEFORE PROCEEDING. HANGER ROD--.1 -PROVIDE A SECTION OF HIGH COMPRESSION L •5 ■■■ STRENGTH INSULATION AT EACH HANGER POINT. W 3. PLUMBING CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATIONS AND SIZES OF ALL UTILITIES, INCLUDING THE INSULATION MAY BE HALF ROUND OR FULLa) DEPTHS OF ALL BELOW GRADE SANITARY SEWERS, PRIOR TO START OF WORK. THIS DRAWING IS NOT INTENDED TO _411/ T\ ` ROUND AND EXTENDED 2" BEYOND GALVANIZED INDICATE ALL EXISTING UTILITIES AND CONNECTION GUIDELINES/LOCATIONS. SHIELD EACH WAY IL /-TURN DOWN {V ■"l :ari D:, 0 INTO STACK O Z Z o 4. PLUMBING CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATIONS AND SIZES OF ALL UTILITIES, INCLUDING THESHEET FLASHING • ch 03 DEPTHS, SIZES AND EXISTING PRESSURES OF ALL BELOW GRADE DOMESTIC WATER SERVICES, PRIOR TO START OF MOP-IN WITH ROOFING , COVER ••• 0 O WORK. THIS DRAWING IS NOT INTENDED TO INDICATE ALL EXISTING UTILITIES. CONTRACTOR SHALL VERIFY EXISTING ()) ADJUSTING • STATIC AND RESIDUAL WATER PRESSURE PRIOR TO ANY WORK. CONTACT ENGINEER IMMEDIATELY IF ANY MATERIAL FINISHEDO PIPE FLOOR rCOLLAR SEAL DISCREPANCIES FROM THE PRESSURES LISTED ON DRAWINGS ARE DISCOVERED. / )( 1 I QA 5. CONTRACTOR SHALL COORDINATE FULLY WITH ALL DISCIPLINES AND EXISTING FIELD CONDITIONS PRIOR TO — v ORII .' (MIN.) ' • ^ PERFORMING ANY WORK SO THAT CONTRACTS MAY BE CARRIED OUT SMOOTHLY, WITHOUT INTERFERING OR DELAYING INSULATION INSULATION ROOFING `.. •� III _ WORK UNDER THIS CONTRACT. NOTIFY THE ENGINEER OF ANY DISCREPANCIES WITH THE CONTRACT DOCUMENTS WHERE REQUIRED WHERE REQUIRED _ CLEANOUT PLUG - 00 PifiQF BEFORE COMMENCING ANY WORK. ••••••••••••••••••4•••••• ••••••••••• AND BODY. RISER 4 101N PROW: 6. MAKE ALL UTILITY CONNECTIONS AND INSTALLATIONS IN FULL ACCORDANCE WITH ALL LOCAL UTILITY REGULATIONS. •••••••••••••••••• •••••••••••••••••• SEE SPECS. — 1/8 BEND FULL 58921PE � � PROVIDE ALL ADDITIONAL APPURTENANCES AS REQUIRED BY UTILITY COMPANY. THE COMPLETED INSTALLATION SHALL a SIZE, 4" MAX. 1 r BE IN ACCORDANCE WITH ALL APPLICABLE INDUSTRY STANDARDS OF GOOD PRACTICE AND SAFETY, AND THE0 0 • • �P�`� hl E MANUFACTURER'S STRICTEST RECOMMENDATIONS FOR EQUIPMENT AND PRODUCT APPLICATION AND INSTALLATION. _ ROOF STRUCTURE CONTRACTOR SHALL COORDINATE CONNECTION REGULATIONS WITH LOCAL UTILITY PRIOR TO PERFORMING ANY WORK. •o• ■•■ < % PLUG IF END .0 00 � ' � PIPE 1 + I OF LINE '4'41E' R01 G 7. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS RELATED TO THE INSTALLATION OF SLEEVE ROOF CONSTRUCTION FLOW-0— in\,....._ IMB THE WORK. GALVANIZED IRO AS REQUIRED UNISTRUT CHANNEL ;a SHEET SHIELD EXPIRATION DATE:Il 31 �olq 8. MAINTAIN ALL MANUFACTURER'S RECOMMENDED SERVICE CLEARANCES FOR ALL FIXTURES AND EQUIPMENT. REFER TO NOTES; (12" LONG) �—CONCRETE 10/11/2019 ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF PLUMBING FIXTURES. 1. ATTACH SUPPORTS FOR ALL PIPING SUSPENDED FROM THE STEEL INCREASE AS REQUIRED ENCASEMENT STRUCTURE TO THE TOP CHORD OF JOISTS OR BEAMS. • 9. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN AS-BUILT DRAWINGS. IT IS IMPORTANT TO NOTE THAT2. PROVIDE COPPER OR PLASTIC COATED HANGERS FOR NON-INSULATED THIS COPPER PIPE. CLEANOUTNOTE V COVER FLUSH WITH TILE OR FLUSH EFFORT MUST BE MADE THROUGHOUT THE COURSE OF THE PROJECT AND THAT PLUMBING AS-BUILT DRAWINGS, IN WITH CONCRETE FLOOR IN AREA WITH NO TILE. C °o PARTICULAR, CANNOT BE ACCURATELY CREATED AFTER SLABS ARE POURED, WALLS ARE CLOSED AND CEILINGS ARE IN PLACE. FOR THIS REASON, A SET OF CONSTRUCTION DOCUMENTS SHOULD BE KEPT AT THE JOB-SITE, CLEARLY m MARKED "AS-BUILT"AND CONTINUALLY UPDATED AS WORK IS INSTALLED.THIS SET SHOULD BE MADE AVAILABLE FOR H w °z ROUTINE VIEWING, NOT FOR REVIEW, BUT SIMPLY TO ENSURE THAT THE AS-BUILT DRAWING EFFORT IS IN PROCESS. PIPE HANGER DETAIL VENT THROUGH ROOF DETAIL FLOOR CLEAN-OUT DETAIL H 10. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL EQUIPMENT BEING PROPOSED AND INSTALLED FOR THIS SCALE: NONE SCALE: NONE SCALE: NONE L CONTRACT. IF THE CONTRACTOR PROCEEDS WITHOUT APPROVED SHOP DRAWINGS, HE ASSUMES ALL RISK ASSOCIATED HOT OR COLD WATER SUPPLY WITH THE REMOVAL AND REPLACEMENT OF THE WORK INCLUDING COST AND SCHEDULE IMPACTS. BY SUBMITTING T 1 2" TEMPERED WATER TO o 0 SUBSTITUTIONS, THE CONTRACTOR REPRESENTS AND WARRANTS THAT THEY HAVE PERSONALLY INVESTIGATED THE IF HORIZONTAL BRANCH IS ESS THAN 20 / " r l H PROPOSED SUBSTITUTION PRODUCT AND DETERMINED THAT IT IS EQUAL TO OR SUPERIOR IN ALL RESPECTS TO THAT JINSTALL PER PDI LONG, PROVIDE ONE WHA A I' END OF UNE LAVATORIES (SET TO 110"F) •_ SPECIFIED ON THE CONSTRUCTION DOCUMENTS AND CERTIFIES THAT IT INCLUDES ALL RELATED COSTS UNDER THIS PDI i STANDARDS AND IF BRANCH IS GREATER THEN 20' LONG, i' ., z SIZE MANUFACTURER'S PROVIDE ANOTHER WHA IN MIDDLE, EACH SHUT-OFF VALVE (TYP) a 5 w D CONTRACT INCLUDING BUT NOT LIMITED TO ANY MECHANICAL, PLUMBING, ELECTRICAL, ARCHITECTURAL AND "A" INSTRUCTIONS SIZED FOR HALF THE FIXTURE UNITS = STRUCTURAL REQUIREMENTS FOR THIS PROJECT. PROVIDE THE FOLLOWING INFORMATION FOR ALL SHOP DRAWINGS. WIRING BY ELECT. CONTRACTOR 10.1. MANUFACTURERS CUTS, INSTALLATION MANUALS AND PRODUCT SPECIFICATIONS. ',X Xa THERMOMETER W 10.2. CLEARLY INDICATED OPTIONS AND ACCESSORIES. SINGLE FIXTURE MULTIPLE FIXTURES 10.3. COMPLIANCE WITH REFERENCED STANDARDS AND LISTINGS. -H I 10.4. NOTATION FOR COORDINATION REQUIREMENTS. 10.5. AVAILABILITY AND DELIVERY TIME INFORMATION. PDI PIPE FIXTURE FIXTURE UNIT TABULATION — - UNION BALL VALVE 10.6. WIRING DIAGRAMS, PERFORMANCE CURVES AND DETAILED DESCRIPTION OF EQUIPMENT ANCHORAGE. SIZE SIZE" UNIT LOAD FIXTURE COLD HOT - {MV 1 BALL VALVE —� CHECK VALVE J o A 1/2 1-11 VALVE WATER CLOSET 10 Z 11. ANY REQUESTS FOR INFORMATION �1 (RFI) ARE TO BE MADE IN WRITING. RFIS MUST INCLUDE A REFERENCE TO THE 6-DQ PLAN OR SPECIFICATION IN QUESTION AND A COMPLETE DESCRIPTION OF THE CONFLICT OR AMBIGUITY. THEY MUST B 3/4" 12-32 TANK WATER CLOSET 5 -- • CHECK VALVE (TYP) I�'I •• 11-M-1"---K-9 J Y ALSO INCLUDE SKETCHES, PHOTOGRAPHS, MANUFACTURERS INFORMATION AND/OR CODE SECTIONS. A SUGGESTED C 1" 33-60 URINAL 5 -- t + STRAINER SOLUTION WITH COST AND TIME IMPACTS IS ALSO REQUIRED. I F. ce D 1-1/4' 61-113 LAVATORY/SINK 1.5 1.5 FLEXIBLE CONNECTION - GRUNDFOS ALPHA SERIES O oe c 12. TENANT MUST HIRE LANDLORD REQUIRED ROOF CONTRACTOR FOR ALL ROOF WORK. 2 REQUIRED in z o E 1-1/2' 114-154 JANITOR'S SINK 3 3 =IN 0co . 13. TENANT'S GC MUST COORDINATE AND CONFIRM ALL ROOF TOP EQUIPMENT LOCATIONS PRIOR TO INSTALLATION. FIELD F 2' SHOWER/BATHTUB 2 2 DECISIONS WILL SUPERSEDE PLANS. 1/2" LINE J • PC TO PROVIDE WATER HAMMER ARRESTERS BY SIOUX CHIEF, PRECISION J _ . 14. TENANT IS REQUIRED TO FIELD VERIFY ROOF CONDITIONS AND EXISTING EQUIPMENT LOCATIONS DURING THE PLUMBING PRODUCTS, WATTS OR APPROVED EQUIVALENT WITH PISTON ' DOMESTIC Cw V Q DEVELOPMENT OF CONSTRUCTION DOCUMENTS. ALL CORRECTIONS WILL BE THE TENANTS RESPONSIBILITY. AND 0-RING CONSTRUCTION, HAVING PDI #WH- 201, ASSE #1010 AND I U ANSI #A112.26.1M CERTIFICATION. INSTALL IN HORIZONTAL OR VERTICAL POSITION, BUT NEVER UPSIDE DOWN. INSTALL IN LINE WITH WATER ) 1 I t DOMESTIC HW C FLOW DIRECTION IF POSSIBLE. SIZE THE UNITS AS SHOWN ON THE DRAWINGS AND/OR PER THE TABLES SHOWN ABOVE. PROVIDE ACCESS IY PANEL FOR SERVICING OR REPLACEMENT, WHERE REQUIRED. WATER HAMMER DETAIL TEMP LING VALVE DETAIL. RECIRCULATING HOT WATER PUMP DETAIL 0 0 SCALE: NONE SCARCE NONE SCALE: NONE 0 Ce SEE WATER PIPING THIS - ATR Z >- DWG. FOR CONTINUATION All Threaded Rod ��FOR WALL (S/minimum Tbl1 fJ 0- Ie M o M CONST. SEE ,; Adjustable Pipe a W N ARCH. DWGS. € Pipe Size Pipe Clamp Hinge Sleeve CV co MAY EXTEND AS 1 (mm.) Part No. Part No. Part No. V u- N- in - CLEANOUT PLUG I = ,7WASTE OR VENT COUNTERSUNK EXPANSION TANK �A1/2" (15) 63100-1/2 N/A N/A U) o I SCREW CS 3/4" THREADED RODSEE E�ALVE� 3/4" (20) B3100-3/4 N/A N/A CI >- - a' CLEANOUT TEES,` AQUASTAT 1" (25) 83100-1 8335-2-3 POLISHED S.S. DIELECTRIC UNION ,/' '''4....----."••••._-BALANCE E /8 63100PS-1 ILLI QO 0 co ACCESS COVER T&P REUEF VALVE �- VALE 1-1/4" (32) 83100-1-1/4 6335-2-3/8 83100PS-1-1/4 _ 0 ci• q4 / § •a . TO SPILL INDIRECTLY v RECIRC PUMP Channel1-1/2 (40) 63100-1-1/2 B335-2-3/8 B3100PS-1-1/2 Z Ci EA/ a �i, • " OVER SAFTEY PAN �� ��CHECK VALVEverse Brace2" (50) 83100-2 8335-2-3/8 B3100PS-2 W Waximum Len th QI- %� WATER HEATER SEE g ) 2-1/2" (65) B3100-2-1/2 B335-2-3/8 B3100PS-2-1/2W (� U �� WASTE LINE 24"x24"x3" / SCHE ULESPECIFICAlIONS AND �� 3" (80) 133100-3 B335-2-3/8 B3100PS-3 Z — w B _ . 4. TO OITH LENGTH DEEP 12 GUAGE o 3-1/2" (90) 83100-3-1/2 B335-2-3/8 B3100PS-3-1/2 ~ !a GALVANIZED / _�B335-2 Rod Size O O . •• • a SAFETY PAN BY PLATFORM PER t' Iii 4" (100) B3100-4 B335-2-3/8 B3100PS-4 0 00 tY ' 1/8 BEND AT PLUMBING ` II ARCHITECT DRAWINGS / Adjustable Hinge 5" a ' END OF LINE CONTRACTOR / % (See Detail) (125) 83100-5 6335-2 B3100PS-5 Q ..: 4 :A'• • • % : CLEANOUT 6" (150) B3100-6 B335-2 B3100PS-6 N z 1-1/4 DRAIN FROM FLOW 111111 II , WASTE LINE 1/8"x1"METAL WIDE SAFETY PAN TO i B3100 Series 8" (200) 83100-8 B335-2-5/8 B3100PS-8 STRAPICHOR o UNION SPILL INDIRECTLY / v CONCRETE TO WALL I OVER FLOOR DRAIN Clevis Hanger ISSUED / REVISED DATE • �� ENCASEMENT FLOOR LEVEL NOTE: Pipe sleeve required over cross bolt of Clevis Hanger when using the brace connection DD SET 09/06/19 Pipe sleeve is not required when Clevis Hanger is used in conjunction with the bracing PERMIT SET 10/11/19 WALL CLEAN-OUT DETAIL SHELF MOUNTED WATER HEATER SCALE: NONE NO SCALE Srop CLEVIS SUPPORT DETAIL SCALE: NONEA PLUMBING DETAILS P-400 k.....--' COPYRIGHT 0 2019 CALLISONRTKL INC.