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HomeMy WebLinkAbout2017-2-1_WPG007 _Space F30A_Full Permit SetSPACE F30A - LANDLORD IMPROVEMENTS PROJECT OWNER ARCHITECT CONTRACTOR PROJECT TEAM red architecture + planning 855 Grandview Ave, Suite 295 Columbus, Ohio 43215 P: 614.487.8770 F: 614.487.8777 CONTACT: Stephan Sahayda PROJECT INFORMATION PROJECT DESCRIPTION SHELL BUILDING CODE SUMMARY SEPARATION: N/A IBC SECTION 508.3.3 FIRE SUPPRESSION: FULLY SPRINKLERED IBC SECTION 903 USE GROUPS: M MERCANTILE IBC SECTION 304 CONSTRUCTION TYPE: LENGTH OF TRAVEL: GENERAL CONSTRUCTION NOTES 1. ACCESS TO THESE FACILITIES SHALL BE PROVIDED AT PRIMARY ENTRANCES. 2. THE SLOPE OF PUBLIC WALKS SHALL NOT EXCEED MAX. CROSS SLOPE 2 %. 3. WALKING SURFACES SLOPING GREATER THAN 2 % SHALL BE SLIP RESISTANT. 4. PROVIDE A 60" x 60" MIN. LANDING ON STRIKE SIDE OF DOOR WITH 44" MINIMUM WIDTH IN DIRECTION OF TRAVEL. 5. WALKS SHALL EXTEND 24" TO THE SIDE OF THE STRIKE EDGE OF DOOR OR GATE T HAT SWINGS TOWARD THE WALK. 6. EVERY REQUIRED EXIT DOORWAY SHALL BE SIZED FOR A DOOR NOT LESS THAN 3'-0" WIDE BY 6'-8" HIGH CAPABLE OF OPENING 90 DEGREES AND MOUNTED SO THAT THE CLEAR WIDTH OF THE EXIT SHALL BE A MINIMUM OF 32". 7. THRESHOLDS TO BE A MAXIMUM OF 1 2"ABOVE THE ADJACENT FINISHED FLOOR. 8. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS FOR INTERIOR DOORS AND 15 LBS FOR EXTERIOR DOORS. 9. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC SLIDERS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE. 10. THE BUILDING SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIIDELINES (ADAAG) AND ANSI A117.1-2009, INCLUDING BUT NOT LIMITED T0 IBC CHAPTER 11. 11. CONTROLS AND OPERATING MECHANISMS SHALL BE ACCESSIBLE AND HAVE MOUNTING HEIGHTS COMPLYING WITH ANSI 4.27. 12. ALL ROOM, DIRECTIONAL, AND INFORMATION SIGNS SHALL BE ACCESSIBLE DESIGN COMPLYING WITH ANSI 4.13 AND 4.30. ACCESSIBILITY INFORMATION SITE LOCATION MAP 1. THE USE OF THESE DOCUMENTS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE OR REPRODUCTION OF THE DOCUMENTS, (WHOLE OR IN PART) FOR ANY OTHER PURPOSE IS PROHIBITED. RED ARCHITECTURE + PLANNING RETAINS ALL RIGHTS OF OWNERSHIP. 2. THE A.I.A. DOCUMENT A201-2007, GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, SHALL APPLY TO THE PROJECT. A COPY OF THE GENERAL CONDITIONS IS AVAILABLE AT THE OFFICES OF RED ARCHITECTURE + PLANNING. 3. THE CONTRACTOR AND SUB-CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE, AND LOCAL SAFETY REQUIREMENTS TOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE PROTECTION OF PERSONS INCLUDING EMPLOYEES AND PROPERTY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SUB-CONTRACTORS TO INITIATE, MAINTAIN, AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS, AND PROGRAMS IN CONNECTION WITH THE WORK. 4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL WORK AND FOR THE MEANS, METHODS, PROCEDURES, TECHNIQUES, AND SEQUENCE OF CONSTRUCTION. 5. GENERAL CONTRACTOR SHALL PROVIDE ALL REQUIRED PERMITS, FEES, AND INSPECTIONS AS MAY BE REQUIRED BY GOVERNING BODIES HAVING LEGAL JURISDICTION. 6. THE GENERAL CONTRACTOR IS TO GUARANTEE ALL WORK INCLUDING WORK DONE BY SUB-CONTRACTORS FOR A PERIOD OF A MINIMUM ONE (1) YEAR COMMENCING WITH THE DATE OF SUBSTANTIAL COMPLETION OF THE WORK, OR AS STATED IN CONTRACT WITH OWNER. WHICHEVER IS GREATER. 7. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SCHEDULING AND MONITORING OF ON-SITE TESTING AND INSPECTION SERVICES AS LISTED IN THE PROJECT MANUAL AND GENERAL CONDITIONS A201. 8. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS EITHER IN CONTRACT OR NOT IN CONTRACT HE SHALL BE RESPONSIBLE FOR LOSS AND/ OR DAMAGE TO THESE ITEMS. 9. GENERAL CONTRACTOR TO HAVE JOB PHONE ON PREMISES DURING ENTIRE CONSTRUCTION PERIOD. 10. THE GENERAL CONTRACTOR & EACH SUBCONTRACTOR IS TO HAVE A FULL TIME QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES WHILE WORK IS BEING PERFORMED. 11. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT LIGHTING, FIRE PROTECTION DEVICES, AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES. 12. THE GENERAL CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND EXISTING FIELD CONDITIONS WITH THE DRAWINGS. IN PARTICULAR: OVERALL WALL 30" MIN. 48" MIN. X > 24" 48" MIN. 30" MIN. X > 24" X > 15" 48" MIN. 42" MIN. 36" MIN. 60" MIN. FAMILY RESTROOM WOMEN EXIT MEN STAIRS MOUNT CENTER EDGE OF DOOR FRAME 1 1/2" HIGH WHITE LETTERING ON BLACK BACKGROUND 9" 60" A.F.F. INTERNATIONAL TDD SYMBOL FIGURE 703.6.3.2 BLACK PLASTIC (FIELD) BACKGROUND w/ WHITE RAISED OR DEPRESSED EMBLEMS (NOTE- EMBLEMS & LETTERING MUST BE RAISED OR DEPRESSED MIN. 1/32" TYPICAL) INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS FIGURE 703.6.3.3 PROVIDE (1) SIGN PER TOILET COMPLYING WITH ANSI 2009, SECTION 703. SIGN TO HAVE RAISED AND BRAILLE CHARACTERS AND PICTORIAL SYMBOL OF ACCESSIBILITY. MOUNT 5'-0" TO CENTERLINE A.F.F. INTERNATIONAL SYMBOL OF ACCESSIBILITY FIGURE 703.6.3.1 6" MIN. 48" MIN. X = 22" MIN. 42" MIN. 42" MIN. X = 24" MIN. 6" MIN. 6" MIN. 60" MIN. 12" MIN. 6" MIN. 6" MIN. 6" MIN. 12" MIN. 60" MIN. 36" MIN. 36" Y 36" MIN. 24" MIN. 33"-36" 17"-19" 18" MIN. 24" MIN. FLOOR MOUNTED W.C. DOOR SHALL NOT SWING INTO THE REQUIRED MIN. AREA OF THE COMPARTMENT 2'-3" MAX. 6" MAX. 9" MIN. 12" MAX. WALL MOUNTED W.C. FLOOR MOUNTED W.C. WALL MOUNTED W.C. FLOOR MOUNTED W.C. 15" MIN. NOTE- Y = 36" WHEELCHAIR ACCESSIBLE Y = 38" - 43" STANDING PERSONS SPOUT HEIGHT AND KNEE CLEARANCE FIGURE 602.5 (b) 18" MIN. CLEARANCE FOR WATER CLOSET FIGURE 604.3 39"-41" 54" MIN. 42" MAX. WALL MOUNTED W.C. 8" MIN. 12" MIN. 42" MIN. 5" MAX. 39"-41" 13 1/2" MIN. 17" MAX. 13 1/2" MIN. WALL HUNG TYPE FIGURE 605.2 (a) STALL TYPE FIGURE 605.2 (b) 30"x48" 7'-0" 56" MIN. 30"x48" WALL HUNG LAVATORY FLOOR MOUNTED TANK-TYPE WATER CLOSET NOTE : 0" X 48" OF CLEAR FLOOR SPACE IS REQUIRED IN EVERY RESTROOM. WHEN 30" X 48" CLEAR FLOOR SPACE IS PROVIDED BEYOND THE ARC OF THE DOOR LEVEL COMMON PATH OF TRAVEL = 11'-6" 2 1 3 4 4 5 5 5 6 27'-1" 25'-11" EGRESS WIDTH = 36" DOOR CAPACITY = 48 PERSONS OVERALL TRAVEL DISTANCE = 35'-11" 7 LIFE SAFETY PLAN A. 36 INCHES REQUIRED AISLE WIDTH MINIMUM. IBC SEC 1017.3. B. ONE EXIT OR ACCESS DOORWAY REQUIRED FOR B,M USES UNDER 50 OCCUPANTS. IBC TABLE 1015.1 C. NO DEAD END CORRIDORS OVER 20'-0" IN LENGTH. (50'-0" ALLOWED FOR B, M USE WITH FULLY AUTOMATED SPRINKLER SYSTEM). IBC SEC 1018.4 D. MAXIMUM COMMON PATH TRAVEL DISTANCE TO AN EXIT IS 75'-0". MEASURED AT THE MOST REMOTE POINT ALONG THE NATURAL AND UNOBSTRUCTED PATH OF HORIZONTAL AND VERTICAL TRAVEL TO THE EXIT FOR A SPACE WITH MORE THAN 1 EGRESS. FOR B, S OCCUPANCIES, WHERE THE SPACE IS PROVIDED WITH A FULLY AUTOMATED SPRINKLER SYSTEM, THE MAXIMUM DISTANCE IS 100'-0". IBC TABLE 1014.3 E. MAXIMUM EXIT ACCESS TRAVEL DISTANCE IS 250'-0" WITH SPRINKLERS. (M USE), AND 300'-0" WITH SPRINKLERS (B USE). IBC TABLE 1016.2 F. WALKING SURFACES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH 2010 ADA SEC 403. G. TRANSITIONS AT DOORWAYS AND BETWEEN FLOORING MATERIALS SHALL NOT BE GREATER THAN 1/2". 2010 ADA SEC 404.2.5 H. DOORS, WHEN FULLY OPENED, SHALL NOT REDUCE THE REQUIRED MEANS OF EGRESS WIDTH BY MORE THAN 7 INCHES. DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN ONE HALF. IBC SEC 1005.7.1. LIFE SAFETY GENERAL NOTES CODED NOTES X 1. LEASE LINE. 2. PROPOSED FIRE EXTINGUISHER LOCATION. 3. EXISTING ELECTRIC PANEL AND TRANSFORMER LOCATION. REFER TO ELECTRICAL DRAWINGS. 4. ADJACENT TENANT, N.I.C. 5. EXISTING 1-HR RATED DEMISING WALL. 6. EMERGENCY LIGHTING. REFER TO MEP DRAWINGS. 7. EXISTING STRUCTURAL COLUMN TO REMAIN. FIRE EXTINGUISHER NOTES 1. G.C. TO PROVIDE MIN. OF 1 FIRE EXTINGUISHERS. G.C. TO VERIFY AND COORDINATE LOCATIONS AND QUANTITIES WITH LOCAL FIRE MARSHAL. 2. PER IFC, THE MINIMUM IS A 2A10BC EXTINGUISHER WITHIN 75' OF TRAVEL DISTANCE OF ALL AREAS. 3. NFPA INSPECTION TAGS SHALL BE ATTACHED TO ALL FIRE EXTINGUISHERS. CALCULATIONS 743 S.F. 743 S.F. LEASE AREA LEASE AREA CALCULATIONS F30A (MERCANTILE) 1 : 30 SF 25 CODE COMPLIANCE 7'-5" 7'-6" 3 1 2 2 2 4 4 4 5 5 5 5 4'-0" 101 100 TENANT SPACE 100 RESTROOM 101 A1 A1 EXG EXG EXG EXG EXG 6 7 A1 8 PT-1 P-1 B-1 7 A8.1 7 A8.1 8 WP-1 1 A1.2 C-1 C-1 1 TENANT SPACE 100 RESTROOM 101 4 9'-0" 11'-6" A1.1 ARCHITECTURAL FLOOR AND FINISH PLAN 1/4" = 1'-0" 1 ARCHITECTURAL FLOOR PLAN AND REFLECTED CEILING PLAN SYMBOL DIAGRAM DESCRIPTION DETAIL RATING 3 2 4 1 7 5 4'-0" 6" GYP BOARD FRP RUBBER BASE 8 GYP BOARD FRP RUBBER BASE GYP BOARD FRP RUBBER BASE 1 2 3 4 6 5 GYP BOARD FRP RUBBER BASE 4'-0" 6" 8 4 1 3 6 7 24" 12" 1'-5" 1'-3" 8" 2 5 4 3 A1.2 1'-0" 3'-6" 5 2 2'-0" ENLARGED RESTROOM PLAN AND ELEVATIONS A1.2 ELEVATION 1/4" = 1'-0" 2 A1.2 ELEVATION 1/4" = 1'-0" 3 A1.2 INTERIOR (16 GA.) WELDED HOLLOW METAL 2" 3'-0" 2" 2" 7'-0" 2" 5/8" THROAT OPENING VARIES PROFILE = 5 7/8" HOLLOW METAL 5/8" 5/8" 1 15/16" 1 15/16" 5/8" 3 5/8" 5/8" 7'-0" AFF 5/8" GWB OVER METAL FRAMING AS SCHEDULED 20 GA. MTL STUD TYP @ HEAD CONT. SEALANT BOTH SIDES KNOCK DOWN FRAME, PRIMED DOOR PER SCHEDULE 5/8" 3 5/8" 5/8" 5/8" GWB OVER METAL FRAMING AS SCHEDULED DBL. 20 GA. MTL STUDS TYP @ JAMBS CONT. SEALANT BOTH SIDES KNOCK DOWN FRAME, W/ (3) JAMB ANCHORS PER SIDE, PRIMED DOOR PER SCHEDULE FLUSH PANEL SOLID CORE WOOD DOOR 3'-0" 7'-0" DOOR PER SCHEDULE METAL FRAME BEYOND WEATHERSTRIP ADA COMPLIANT THRESHOLD SET IN SEALANT EXPANSION JOINT EXISTING STOREFRONT NEW MASONRY VENEER. FINISH TBD BY OWNER. 5/8" GWB 3" NEW BREAK METAL TRIM CAP TO MATCH STOREFRONT. EXISTING VENEER CONSTRUCTION FINISH FLOOR AS SCHEDULED 100'-0" FINISHED FLOOR REFER TO PLANS B.O. SUSPENDED CEILING GYP. BOARD REFER TO PLANS 14390 CLAY TERRACE BLVD r e d CARMEL, INDIANA 46032 WPG007 SPACE F30A - LANDLORD IMPROVEMENTS PROJECT NUMBER: SHEET: FOR WASHINGTON PRIME GROUP 180 EAST BROAD STREET, COLUMBUS, OH 43215 ISSUE DATE PERMIT FEB. 01, 2018 COPYRIGHT 2018. ALL DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF RED ARCHITECTURE + PLANNING LLC AND MAY NOT BE USED, DUPLICATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. FP.1 2/9/2017 8:05 PM 04/25/18 Nick Mishler 14390 CLAY TERRACE BLVD re d CARMEL, INDIANA 46032 WPG007 SPACE F30A - LANDLORD IMPROVEMENTS PROJECT NUMBER: SHEET: FOR WASHINGTON PRIME GROUP 180 EAST BROAD STREET, COLUMBUS, OH 43215 ISSUE DATE PERMIT FEB. 01, 2018 COPYRIGHT 2018. ALL DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF RED ARCHITECTURE + PLANNING LLC AND MAY NOT BE USED, DUPLICATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. M1.1 2/1/2018 8:00 AM 04/25/18 Nick Mishler 14390 CLAY TERRACE BLVD re d CARMEL, INDIANA 46032 WPG007 SPACE F30A - LANDLORD IMPROVEMENTS PROJECT NUMBER: SHEET: FOR WASHINGTON PRIME GROUP 180 EAST BROAD STREET, COLUMBUS, OH 43215 ISSUE DATE PERMIT FEB. 01, 2018 COPYRIGHT 2018. ALL DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF RED ARCHITECTURE + PLANNING LLC AND MAY NOT BE USED, DUPLICATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. M2.1 2/9/2017 7:29 PM 04/25/18 Nick Mishler 14390 CLAY TERRACE BLVD re d CARMEL, INDIANA 46032 WPG007 SPACE F30A - LANDLORD IMPROVEMENTS PROJECT NUMBER: SHEET: FOR WASHINGTON PRIME GROUP 180 EAST BROAD STREET, COLUMBUS, OH 43215 ISSUE DATE PERMIT FEB. 01, 2018 COPYRIGHT 2018. ALL DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF RED ARCHITECTURE + PLANNING LLC AND MAY NOT BE USED, DUPLICATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. M3.1 2/9/2017 7:51 PM SPECIFICATIONS - DIVISION 22 - PLUMBING GENERAL CONDITIONS A. GENERAL 1. THIS CONTRACT SHALL INCLUDE A VISIT TO THE JOB SITE AND TAKE INTO CONSIDERATION MECHANICAL, ELECTRICAL AND GENERAL TRADE WORK IN PLACE AND WORK TO BE PUT INTO PLACE PRIOR TO BIDDING. REROUTING OF DUCTWORK, PIPING, AND EQUIPMENT, AS REQUIRED TO MISS THIS WORK SHALL BE ACCOMPLISHED AT NO ADDITIONAL COST TO THE OWNER. B. SCOPE OF WORK 1. THE WORK INCLUDES MODIFICATION TO THE EXISTING PLUMBING SYSTEM AND PROVIDING NEW MATERIALS, FITTINGS AND ACCESSORIES NECESSARY FOR A COMPLETE FUNCTIONING PLUMBING SYSTEM. THE WORK ALSO INCLUDES ROUGH-IN AND FINAL CONNECTIONS TO EQUIPMENT PROVIDED BY OTHERS. ALL WORK SHALL BE IN ACCORDANCE WITH OWNER'S REQUIREMENTS, STATE AND LOCAL CODES AND/OR ORDINANCES AND IS SUBJECT TO INSPECTION. 2. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, INCIDENTALS, DETAILS, ETC. NECESSARY TO PROVIDE A COMPLETE, OPERATIONAL AND APPROVED PLUMBING SYSTEM, INCLUDING BUT NOT LIMITED TO ALL ITEMS AND ELEMENTS DESCRIBED IN THE PLUMBING SPECIFICATION AND SHOWN ON THE PLUMBING DRAWINGS, AND AS REQUIRED FOR COORDINATION AND/OR INTERFACE WITH WORK UNDER SEPARATE CONTRACT AS INDICATED BY COMPLETE CONSTRICTION DOCUMENTATION PACKAGE. 3. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR SATISFACTORILY ADDRESSING ALL REVIEW AND INSPECTION AUTHORITIES REQUIREMENTS AND DIRECTIVES IN REGARD TO METHODS OF INSTALLATION NECESSARY FOR FINAL APPROVAL. C. SUBSTITUTIONS AND MISCELLANEOUS EQUIPMENT 1. THE BIDDING OF THIS WORK WILL CONTEMPLATE THE USE OF EQUIPMENT AND MATERIALS EXACTLY AS SPECIFIED HEREIN. WHERE ONE OR MORE NAMES OF MANUFACTURERS ARE MENTIONED ANY ONE MAY BE UTILIZED. 2. ALTERNATIVE EQUIPMENT MAY BE BID AS A SUBSTITUTION TO THAT SPECIFIED WITH THE APPROPRIATE DEDUCT NOTED. HOWEVER; THE EQUIPMENT SUBSTITUTED SHALL MEET ALL SPECIFICATIONS IN DESIGN AND BE SUBJECT TO OWNER AND/OR ENGINEER APPROVAL. ANY ADDITIONAL COST INCURRED DUE TO SUBSTITUTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO EXPENSE TO THE OWNER. 3. MISCELLANEOUS ITEMS NECESSARY TO COMPLETE THE PIPING SYSTEMS SUCH AS FITTING, HANGERS, ETC., CAN BE OF ANY RECOGNIZED MANUFACTURER PROVIDED THESE ITEMS MEET MINIMUM STANDARDS AS SET BY THE ENGINEER. D. DRAWINGS 1. DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO SHOW THE APPROXIMATE LOCATION OF OUTLETS, EQUIPMENT AND PIPING. 2. THE EXACT LOCATION OF OUTLETS, EQUIPMENT AND PIPING MAY BE CHANGED FROM TIME TO TIME AS WORK PROGRESSES. UNDER THIS CONTRACT ALL LOCATIONS SHALL BE VERIFIED WITH ALL TRADES AND THAT THEY ARE ACCORDING TO THE LATEST INFORMATION AVAILABLE. SHOULD THIS NOT BE DONE THE WORK WILL BE CHANGED AT NO ADDITIONAL EXPENSE TO THE OWNER. 3. THE OWNER RESERVES THE RIGHT TO MAKE MINOR CHANGES IN LOCATION OF EQUIPMENT AND PIPING GENERAL MECHANICAL REQUIREMENTS: MECHANICAL CONTRACTOR SHALL SUBMIT COMPLIANCE CHECKLIST TO BUILDING OFFICIAL UPON SUBSTANTIAL COMPLETION OF PROJECT. PROVIDE EQUIPMENT INDICATED ON THE DRAWINGS, AND AS REQUIRED FOR A COMPLETE FUNCTIONING SYSTEM. DEFINITIONS: FURNISH MEANS TO SUPPLY AND DELIVER TO PROJECT SITE, READY FOR INSTALLATION. INSTALL MEANS TO PLACE IN POSITION AND MAKE CONNECTIONS FOR SERVICE OR USE. PROVIDE MEANS TO FURNISH AND INSTALL, COMPLETE AND READY FOR INTENDED USE. COORDINATION: COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY OTHERS, REQUIREMENTS OF THE OWNER, AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. DUCT DIMENSIONS: UNLESS OTHERWISE NOTED, DUCT DIMENSIONS ON THE DRAWINGS ARE INSIDE CLEAR DIMENSIONS. END OF SECTION SECTION 230700 - HVAC INSULATION PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. SURFACE-BURNING CHARACTERISTICS: 1. INDOOR INSULATION AND RELATED MATERIALS: TO BE FACTORY LABELED DESIGNATING MAXIMUM FLAME-SPREAD INDEX OF 25 OR LESS, AND SMOKE-DEVELOPED INDEX OF 50 OR LESS ACCORDING TO $670¬(¬ 2.2 INSULATION MATERIALS A. FLEXIBLE ELASTOMERIC: CLOSED-CELL, SPONGE- OR EXPANDED-RUBBER MATERIALS. COMPLY WITH $670¬&¬ 7<3(¬, )25 78%8/$5 0$7(5,$/6 $1' 7<3(¬,, )25 6+((7 0$7(5,$/6 B. 0,1(5$/),%(5 %/$1.(7 ,168/$7,21 &203/< :,7+ $670¬&¬ 7<3(¬,, $1' $670¬&¬ 7<3(¬, 1. FSK JACKET: ALUMINUM-FOIL, FIBERGLASS-REINFORCED SCRIM WITH KRAFT-PAPER BACKING; COMPLYING WITH $670¬&¬ 7<3(¬,, 2. FSK TAPE: FOIL-FACE, VAPOR-RETARDER TAPE MATCHING FACTORY-APPLIED JACKET WITH ACRYLIC ADHESIVE; &203/<,1* :,7+ $670¬&¬ C. MINERAL-FIBER, PIPE AND TANK INSULATION: COMPLYING WITH $670¬&¬ 7<3(¬,, OR 7<3(¬,,,$ &$7(*25<¬ OR WITH PROPERTIES SIMILAR TO $670¬&¬ 7<3(¬,% AND HAVING FACTORY-APPLIED ASJ JACKET. NOMINAL DENSITY IS 2.5 LB/CU. FT. OR MORE. THERMAL CONDUCTIVITY (K-VALUE) AT 100 '(*¬) IS 0.29 BTU X IN./H X SQ. FT. X '(*¬) OR LESS. 1. ASJ: WHITE, KRAFT-PAPER, FIBERGLASS-REINFORCED SCRIM WITH ALUMINUM-FOIL BACKING; COMPLYING WITH $670¬&¬ 7<3(¬, 2. ASJ TAPE: WHITE VAPOR-RETARDER TAPE MATCHING FACTORY-APPLIED JACKET WITH ACRYLIC ADHESIVE, &203/<,1* :,7+ $670¬&¬ D. )/(;,%/( (/$6720(5,& $'+(6,9( &203/< :,7+ 0,/$$ 7<3(¬,, &/$66¬, E. 0,1(5$/),%(5 $'+(6,9( &203/< :,7+ 0,/$& &/$66¬ *5$'(¬$ F. VAPOR-BARRIER MASTIC: WATER BASED; SUITABLE FOR INDOOR AND OUTDOOR USE ON BELOW AMBIENT 6(59,&(6 &203/< :,7+ 0,/35)& 7<3(¬,, PART 3 - EXECUTION 3.1 INSULATION INSTALLATION A. COMPLY WITH REQUIREMENTS OF THE MIDWEST INSULATION CONTRACTORS ASSOCIATION'S "NATIONAL COMMERCIAL & INDUSTRIAL INSULATION STANDARDS" FOR INSULATION INSTALLATION ON PIPES AND EQUIPMENT. B. INSULATION INSTALLATION AT INTERIOR WALL AND PARTITION PENETRATIONS (THAT ARE NOT FIRE RATED): INSTALL INSULATION CONTINUOUSLY THROUGH WALLS AND PARTITIONS. C. INSULATION INSTALLATION AT FIRE-RATED WALL, PARTITION, AND FLOOR PENETRATIONS: INSTALL INSULATION &217,18286/< 7+528*+ 3(1(75$7,216 6($/ 3(1(75$7,216 &203/< :,7+ 5(48,5(0(176 ,1 6(&7,21¬ D. FLEXIBLE ELASTOMERIC INSULATION INSTALLATION: 1. SEAL LONGITUDINAL SEAMS AND END JOINTS WITH ADHESIVE TO ELIMINATE OPENINGS IN INSULATION THAT ALLOW PASSAGE OF AIR TO SURFACE BEING INSULATED. 2. INSULATION INSTALLATION ON PIPE FITTINGS AND ELBOWS: INSTALL MITERED SECTIONS OF PIPE INSULATION. SECURE INSULATION MATERIALS AND SEAL SEAMS WITH ADHESIVE TO ELIMINATE OPENINGS IN INSULATION THAT ALLOW PASSAGE OF AIR TO SURFACE BEING INSULATED. E. MINERAL-FIBER INSULATION INSTALLATION: 1. INSULATION INSTALLATION ON STRAIGHT PIPES AND TUBES: WHERE VAPOR BARRIERS ARE INDICATED, SEAL LONGITUDINAL SEAMS, END JOINTS, AND PROTRUSIONS WITH VAPOR-BARRIER MASTIC AND JOINT SEALANT. 2. FOR INSULATION WITH FACTORY-APPLIED JACKETS ON ABOVE AMBIENT SURFACES, SECURE LAPS WITH OUTWARD CLINCHED STAPLES AT 6 INCHES O.C. SPECIFICATIONS - DIVISION 23 - HVAC (CONTINUED) 14390 CLAY TERRACE BLVD re d CARMEL, INDIANA 46032 WPG007 SPACE F30A - LANDLORD IMPROVEMENTS PROJECT NUMBER: SHEET: FOR WASHINGTON PRIME GROUP 180 EAST BROAD STREET, COLUMBUS, OH 43215 ISSUE DATE PERMIT FEB. 01, 2018 COPYRIGHT 2018. ALL DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF RED ARCHITECTURE + PLANNING LLC AND MAY NOT BE USED, DUPLICATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. M3.3 2/9/2017 7:47 PM PART 3 - EXECUTION 3.1 EXAMINATION A. EXAMINE SUBSTRATES, AREAS, AND CONDITIONS, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE OF RTUS. B. EXAMINE ROUGHING-IN FOR RTUS TO VERIFY ACTUAL LOCATIONS OF PIPING AND DUCT CONNECTIONS BEFORE EQUIPMENT INSTALLATION. C. EXAMINE ROOFS FOR SUITABLE CONDITIONS WHERE RTUS WILL BE INSTALLED. D. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3.2 INSTALLATION A. ROOF CURB: INSTALL ON ROOF STRUCTURE, LEVEL AND SECURE. INSTALL RTUS ON CURBS AND COORDINATE ROOF PENETRATIONS AND FLASHING WITH ROOF CONSTRUCTION. RTUS TO UPPER CURB RAIL, AND SECURE CURB BASE TO ROOF FRAMING OR CONCRETE BASE WITH ANCHOR BOLTS. 3.3 CONNECTIONS A. . THE FOLLOWING ARE SPECIFIC CONNECTION REQUIREMENTS: 1. INSTALL DUCTS TO TERMINATION AT TOP OF ROOF CURB. 2. REMOVE ROOF DECKING ONLY AS REQUIRED FOR PASSAGE OF DUCTS. DO NOT CUT OUT DECKING UNDER ENTIRE ROOF CURB. 3.4 COORDINATION A. CONTRACTOR TO COORDINATE WITH KITCHEN EQUIPMENT SUPPLIER TO ENSURE THAT THE RTUS ARE COORDINATED WITH THE KITCHEN EQUIPMENT, PARTICULARLY THE EXHAUST HOODS AND THE MAKE-UP AIR UNIT, TO PROPERLY PRESSURIZE THE BUILDING/SPACE. B. CONTRACTOR TO ENSURE THAT ALL THERMOSTATS AND SENSORS ARE COMPATIBLE WITH THE RTU CONTROLS. 3.5 FIELD QUALITY CONTROL A. MANUFACTURER'S FIELD SERVICE: ENGAGE A FACTORY-AUTHORIZED SERVICE REPRESENTATIVE TO INSPECT, TEST, AND ADJUST COMPONENTS, ASSEMBLIES, AND EQUIPMENT INSTALLATIONS, INCLUDING CONNECTIONS. REPORT RESULTS IN WRITING. B. PERFORM TESTS AND INSPECTIONS AND PREPARE TEST REPORTS. 1. MANUFACTURER'S FIELD SERVICE: ENGAGE A FACTORY-AUTHORIZED SERVICE REPRESENTATIVE TO INSPECT COMPONENTS, ASSEMBLIES, AND EQUIPMENT INSTALLATIONS, INCLUDING CONNECTIONS, AND TO ASSIST IN TESTING. REPORT RESULTS IN WRITING. C. TESTS AND INSPECTIONS: 1. AFTER INSTALLING RTUS AND AFTER ELECTRICAL CIRCUITRY HAS BEEN ENERGIZED, TEST UNITS FOR COMPLIANCE WITH REQUIREMENTS. 2. OPERATIONAL TEST: AFTER ELECTRICAL CIRCUITRY HAS BEEN ENERGIZED, START UNITS TO CONFIRM PROPER MOTOR ROTATION AND UNIT OPERATION. 3. TEST AND ADJUST CONTROLS AND SAFETIES. REPLACE DAMAGED AND MALFUNCTIONING CONTROLS AND EQUIPMENT. D. REMOVE AND REPLACE MALFUNCTIONING UNITS AND RETEST AS SPECIFIED ABOVE. 14390 CLAY TERRACE BLVD re d CARMEL, INDIANA 46032 WPG007 SPACE F30A - LANDLORD IMPROVEMENTS PROJECT NUMBER: SHEET: FOR WASHINGTON PRIME GROUP 180 EAST BROAD STREET, COLUMBUS, OH 43215 ISSUE DATE PERMIT FEB. 01, 2018 COPYRIGHT 2018. ALL DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF RED ARCHITECTURE + PLANNING LLC AND MAY NOT BE USED, DUPLICATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. E1.1 2/9/2017 5:02 PM J 04/25/18 Nick Mishler GENERAL REQUIREMENTS THE GENERAL PROVISIONS OF THE CONTRACT INCLUDING THE GENERAL AND SUPPLEMENTAL CONDITIONS AND GENERAL REQUIREMENTS APPLY TO THE WORK IN THIS SECTION. BEFORE SUBMITTING A BID, EXAMINE DOCUMENTS OF ALL OTHER TRADES, VISIT THE SITE AND GET ACQUAINTED WITH ALL CONDITIONS THAT MAY IN ANY WAY WHATSOEVER AFFECT THE EXECUTION OF THIS CONTRACT. TAKE MEASUREMENTS AND BE RESPONSIBLE FOR EXACT SIZE AND LOCATIONS OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF WORK. FIGURED DIMENSIONS ARE REASONABLY ACCURATE AND SHOULD GOVERN IN SETTING OUT WORK. WHERE DETAILED METHOD OF INSTALLATION IS NOT INDICATED OR WHERE VARIATIONS EXIST BETWEEN DESCRIBED WORK AND APPROVED PRACTICE, DIRECTION OF THE OWNERS REPRESENTATIVE ON JOB SITE SHALL BE FOLLOWED. THE CONTRACT INCLUDES ALL ITEMS OF MATERIAL AND LABOR REQUIRED FOR THE COMPLETE INSTALLATION AND FULL OPERATION OF THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS AND HEREINAFTER SPECIFIED. ALL MATERIALS AND METHODS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES, REGULATIONS AND/OR ORDINANCES AND MEET THE APPROVAL OF LOCAL INSPECTION AUTHORITY HAVING JURISDICTION. THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE SHALL BE THE MINIMUM REQUIREMENT FOR ALL WORK. EXAMINE THE DRAWINGS AND SPECIFICATIONS FOR COMPLIANCE WITH THE ABOVE CODES, REGULATIONS AND ORDINANCES AND BASE BID AND WORK ACCORDINGLY. OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS RELATED TO THIS WORK. A CERTIFICATE OF APPROVAL FOR WORK FROM INSPECTION AUTHORITY SHALL BE GIVEN TO THE OWNER BEFORE FINAL ACCEPTANCE WILL BE GIVEN BY OWNERS REPRESENTATIVE. ALL WORK, MATERIALS, AND EQUIPMENT SHALL HAVE A WARRANTY FOR THE DURATION OF THE INSTALLATION OR A PERIOD OF 1 YEAR, WHICHEVER IS LESS, AFTER ACCEPTANCE OF THE WORK BY THE OWNER. ANY DEFECTIVE ITEMS SHALL BE REMOVED AND REPLACED AT THE ELECTRICAL SUB-CONTRACTORS EXPENSE AND TO THE SATISFACTION OF THE OWNER. PERFORM WORK UNDER THIS CONTRACT IN CLOSE HARMONY WITH OTHER CONTRACTORS SO COMPLETED WORK SHALL PRESENT A NEAT AND WORKMANLIKE INSTALLATION. EXPOSED FINISHED MATERIALS AND EQUIPMENT SHALL BE CAREFULLY CLEANED AND WIPED TO REMOVE GREASE, SMUDGES, DUST AND OTHER SPOTS AND LEFT SMOOTH AND CLEAN. DURING THE PROGRESS OF THE WORK, THE ELECTRICAL SUB-CONTRACTOR SHALL CAREFULLY CLEAN UP AFTER HIS MEN AND SHALL LEAVE THE PREMISES AND ALL PORTIONS OF THE BUILDING IN WHICH HE IS WORKING FREE OF DEBRIS AND IN A CLEAN AND SAFE CONDITION. WHENEVER THE WORDS "CONTRACTOR", "THIS CONTRACTOR", ETC. APPEAR ON DRAWINGS OR IN THESE SPECIFICATIONS FOR THE ELECTRICAL WORK, IT SHALL REFER TO THE ELECTRICAL SUB-CONTRACTOR. WHENEVER THE WORD "PROVIDE" APPEARS IN THESE DOCUMENTS, IT SHALL BE INTERPRETED TO MEAN "FURNISH & INSTALL". THE EXACT MOUNTING HEIGHT OF OUTLETS SHALL BE DETERMINED IN THE FIELD WITH RELATION TO ARCHITECTURAL DETAILS AND EQUIPMENT BEING SERVED. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE OUTLET LOCATION WITH EQUIPMENT. THE OWNERS REPRESENTATIVE SHALL BE PERMITTED TO RELOCATE ANY OUTLET PRIOR TO INSTALLATION WITHIN A 15 FOOT LIMIT AT NO ADDITIONAL CHARGE IN CONTRACT PRICE. ALL FASTENERS, HANGERS AND METHODS OF HANGING EXPOSED WORK IN FINISHED AREAS SHALL BE SUBMITTED TO THE OWNERS REPRESENTATIVE FOR APPROVAL BEFORE INSTALLATION. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTRUCTION OF EACH SYSTEM TO THE SATISFACTION OF THE OWNERS REPRESENTATIVE. THE ELECTRICAL CONTRACTOR SHALL CONSULT THE PLUMBING, HEATING AND ARCHITECTURAL PLANS IN ALL INSTANCES BEFORE INSTALLING HIS WORK SO THAT HIS PIPING WILL NOT INTERFERE WITH THOSE BRANCHES. IN THE EVENT OF A CONFLICT, THIS CONTRACTOR SHALL REPORT TO THE OWNERS REPRESENTATIVE AT ONCE AND DO NO FURTHER WORK UNTIL A SATISFACTORY ARRANGEMENT IS DECIDED UPON. ANY WORK DONE, OR EQUIPMENT PLACED IN POSITION BY THIS CONTRACTOR, CREATING A CONFLICT IN VIOLATION HEREOF, SHALL BE READJUSTED TO THE SATISFACTION OF THE OWNERS REPRESENTATIVE AT THE EXPENSE OF THE CONTRACTOR. THE DECISION OF THE OWNERS REPRESENTATIVE SHALL BE FINAL IN REGARD TO CHANGES DUE TO CONFLICTING CONDITIONS. CONTRACTOR SHALL COMPLETE HIS WORK OR ANY PART THEREOF AT SUCH TIME AS MAY BE DESIGNATED BY THE OWNER, SO THAT IT CAN BE USED FOR TEMPORARY OR PERMANENT USE AND SUCH USE OF THE SYSTEM SHALL NOT BE CONSTRUED AS AN ACCEPTANCE OF SAME BY OWNER. EXISTING CONDITIONS WHERE THE TERM ´'(02/,7,21µ IS USED HEREIN, INTERPRET IT TO MEAN ´'(02/,7,21µ OR ´6(/(&7,9( '(02/,7,21µ $6 $33/,&$%/( PERFORM A DETAILED PRE-BID WALK-THROUGH FIELD INSPECTION TO REVIEW THE EXISTING STRUCTURES AND PREMISES, TO DETERMINE EXISTING CONDITIONS, AND TO DETERMINE SCOPE OF REQUIRED ELECTRICALLY RELATED DEMOLITION WORK. INCLUDE APPLICABLE ACCESSIBLE CEILING CAVITY AREAS IN THIS INSPECTION. IT IS NOT THE INTENT OF THESE THIS SECTION, OR OF DRAWINGS, THAT EXISTING CONDITIONS BE ACCURATELY SHOWN. EXISTING ELECTRICAL WORK IS SHOWN TO A VERY LIMITED EXTENT ON DRAWINGS AND IS SHOWN FOR GENERAL PLANNING REFERENCE ONLY. LOCATIONS AND INFORMATION WERE DERIVED FROM CURSORY VISUAL OBSERVATIONS OR FROM PORTIONS OF DOCUMENTS THAT WERE PREPARED FOR PREVIOUSLY INSTALLED WORK (NOT FROM RECORD DRAWINGS OR "AS-BUILTS"). DO NOT REUSE REMOVED ELECTRICAL MATERIALS UNLESS SPECIFICALLY INDICATED IN PROJECT MANUAL OR ON DRAWINGS. EXISTING WIRING SYSTEMS MAY BE UTILIZED ONLY TO THE EXTENT INDICATED IN PROJECT MANUAL, OR ON DRAWINGS, OR AS DIRECTED BY OWNER'S REPRESENTATIVE IN FIELD. LOCATE, IDENTIFY, AND PROTECT ELECTRICAL SERVICES PASSING THROUGH DEMOLITION AREAS AND SERVING OTHER AREAS OUTSIDE THE DEMOLITION LIMITS. MAINTAIN SERVICES TO AREAS OUTSIDE DEMOLITION LIMITS. WHEN SERVICES MUST BE INTERRUPTED, INSTALL TEMPORARY SERVICES FOR AFFECTED AREAS. PROVIDE ELECTRICAL DEMOLITION WORK AS REQUIRED TO ACCOMMODATE PROJECT DEMOLITION AND AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. REFER TO OWNER'S REPRESENTATIVE FOR DISPOSAL INSTRUCTIONS FOR ABANDONED ELECTRICAL MATERIALS REMOVED DURING DEMOLITION AND THEREAFTER. NEATLY STORE ELECTRICAL MATERIALS THAT THE OWNER ELECTS TO RETAIN AT THE SITE AS DESIGNATED BY THE OWNER'S REPRESENTATIVE. LEGALLY DISPOSE OF MATERIALS THAT THE OWNER ELECTS NOT TO RETAIN. AFFECTED EQUIPMENT/MATERIALS ARE AS FOLLOWS. LUMINAIRES. WIRING DEVICES. DATA/COMMUNICATIONS DEVICES & EQUIPMENT. INTERIM AIR QUALITY (IAQ) WORK PREVENT AIRBORNE DUST AND PARTICULATE MATTER RESULTING FROM ELECTRICAL WORK FROM ENTERING OCCUPIED SPACES, AND FROM ENTERING AIR INTAKES TO OPERATING HVAC SYSTEMS. MAKE REQUIRED ELECTRICAL OPENINGS THROUGH WALLS AND FLOORS IMMEDIATELY PRIOR TO INSTALLATION OF WORK. PROPERLY AND PERMANENTLY SEAL ELECTRICAL OPENINGS IMMEDIATELY AFTER INSTALLATION OF WORK. PROVIDE TEMPORARY SEALS FOR APPLICATIONS WHERE PENETRATIONS ARE MADE BUT CAN NOT BE PERMANENTLY SEALED WITHIN FOUR HOURS. MATERIALS AND EQUIPMENT ALL MATERIALS AND EQUIPMENT SHALL BE NEW. ALL MATERIALS, APPARATUS AND EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES INC., LABEL WHERE REGULARLY SUPPLIED. CERTAIN MANUFACTURERS OF MATERIAL AND EQUIPMENT ARE SPECIFIED AND PLANS ARE DETAILED ACCORDING TO THIS MATERIAL. THIS CONTRACTOR SHALL BASE HIS BID ON FURNISHING AND INSTALLING THIS MAKE OF MATERIAL AND EQUIPMENT. WHERE MORE THAN ONE MAKE OF MATERIAL OR EQUIPMENT IS SPECIFIED, THE CONTRACTOR SHALL STATE IN HIS BID WHICH MAKE HE PROPOSES TO FURNISH. SHOP DRAWINGS SHALL BE SUBMITTED ON MATERIAL AND EQUIPMENT TO BE FURNISHED BY THE CONTRACTOR FOR ENGINEERS APPROVAL. THIS APPROVAL TO BE OBTAINED PRIOR TO SHIPMENT OF EQUIPMENT. ELECTRICAL IDENTIFICATION PROVIDE MANUFACTURERS STANDARD SELF-ADHESIVE VINYL TAPE NOT LESS THAN 3 MILS THICK BY 1-1/2" WIDE. WHERE APPLICABLE, INSTALL ON ALL CONCEALED RACEWAYS AT CONNECTION TO ALL JUNCTION BOXES, PULL BOXES, EQUIPMENT, WALL/FLOOR/ROOF PENETRATIONS, ETC. UNLESS OTHERWISE INDICATED OR REQUIRED BY GOVERNING REGULATIONS, PROVIDE ORANGE TAPE WITH BLACK LETTERS. PROVIDE CIRCUIT IDENTIFICATION BANDS FOR ALL CABLES AND CONDUCTORS. PROVIDE MANUFACTURERS STANDARD COLOR CODING FOR CABLE/CONDUCTOR JACKET AND/OR INSULATION FOR ALL CABLES AND CONDUCTORS OF ALL SYSTEMS. MATCH IDENTIFICATION WITH MARKING SYSTEM USED IN EXISTING SYSTEMS SHOP DRAWINGS, CONTRACT DOCUMENTS, AND SIMILAR PREVIOUSLY ESTABLISHED IDENTIFICATION FOR PROJECTS ELECTRICAL WORK. PROVIDE ON ALL CONDUCTORS OF ALL SYSTEMS. THE FOLLOWING INSULATION COLOR CODE SHALL BE USED FOR SYSTEM AND VOLTAGE IDENTIFICATION. THIS SHALL APPLY TO BOTH FEEDER AND BRANCH CIRCUIT WIRING. INTERCHANGE OF COLORS SHALL NOT BE PERMITTED. 208Y/120V SYSTEM: BLACK, RED, BLUE & WHITE (NEUTRAL) EQUIPMENT GROUNDING: GREEN ALL EQUIPMENT & SYSTEM IDENTIFICATION NOMENCLATURE SHOWN ON DRAWINGS OR LISTED HEREIN IS SHOWN FOR GENERAL DESIGN AND INSTALLATION REFERENCE ONLY. THE ACTUAL NAMEPLATE, ETC. NOMENCLATURE FOR THIS PROJECT SHALL BE VERIFIED BY ELECTRICAL CONTRACTOR IN FIELD PRIOR TO FABRICATION AND WHERE APPLICABLE, SHALL BE AN EXTENSION OF EXISTING NOMENCLATURE USED ON THE SITE AS DETERMINED IN FIELD BY ELECTRICAL CONTRACTOR. CONDUIT AND FITTINGS NORMAL SYSTEM BRANCH CIRCUITS SHALL BE INSTALLED IN SEPARATE RACEWAYS FROM EMERGENCY SYSTEM POWER. ALL WIRING FOR DIFFERENT POWER VOLTAGES SHALL BE INSTALLED IN RACEWAY SYSTEMS SEPARATE FROM EACH OTHER. ALL WIRING FOR THE VARIOUS ELECTRICAL SYSTEMS SHALL BE INSTALLED IN RACEWAY SYSTEMS SEPARATE FROM EACH OTHER. ALL CONDUIT INSTALLED INDOORS SHALL BE GALVANIZED STEEL EMT (3/4" MINIMUM); ALL FITTINGS FOR SAME SHALL BE SET-SCREW OR COMPRESSION TYPE STEEL, WITH INSULATED THROATS. UNLESS INDICATED OTHERWISE ON DRAWINGS OR IN OTHER PARTS OF THE ELECTRICAL SPECIFICATIONS. CONDUIT SHALL BE CLEANED INSIDE BEFORE ANY WIRES ARE PULLED. CONDUIT ENDS SHALL BE CAPPED AND PLUGGED WITH STANDARD ACCESSORIES AS SOON AS CONDUIT HAS BEEN PERMANENTLY INSTALLED. CONDUIT INSTALLED WITHOUT CONDUCTORS SHALL BE PROVIDED WITH SWEEP BENDS AND BALING WIRE FOR PULLING. ALL JOINTS SHALL BE MADE TIGHT WITH WATERTIGHT COUPLINGS MATCHING CONDUIT AND ALL CORNERS SHALL BE MAKE WITH LONG RADIUS. THE ENDS OF ALL CONDUITS SHALL BE CUT SQUARE AND REAMED AND ALL JOINTS BROUGHT TO A SHOULDER. CONDUIT SHALL BE CONTINUOUS BETWEEN OUTLETS TO MAKE A COMPLETE INSTALLATION AND TO EFFECT A CONTINUOUS GROUND. SUITABLE SUPPORTS AND FASTENING SHALL BE PROVIDED FOR CONDUIT. CONDUIT SHALL BE SUPPORTED BY APPROVED STRAPS, FASTENERS AND HANGERS. HANGERS SHALL BE SUSPENDED FROM RODS. PERFORATED STRAPS WILL NOT BE ACCEPTABLE. FASTENERS SHALL BE LEAD EXPANSION SHIELDS IN BLOCK OR CONCRETE, TOGGLE BOLTS IN HOLLOW WALLS, MACHINE SCREWS ON METAL SURFACES AND WOOD SCREWS ON WOOD CONSTRUCTION. ALL CONDUIT SHALL BE SUPPORTED INDEPENDENTLY FROM ALL OTHER BUILDING SYSTEMS AND SHALL BE SUPPORTED DIRECTLY FROM STRUCTURAL COMPONENTS. WHERE DEFLECTION IS EXPECTED, CONDUITS SHALL BE PROVIDED WITH EXPANSION FITTINGS WITH BONDING JUMPERS. CONDUITS PASSING THROUGH STRUCTURAL MEMBERS SHALL BE PROVIDED WITH STUB AND COUPLING OR SLEEVE IN THE MEMBER. ALL RACEWAYS SHALL BE ENTIRELY FREE OF PLASTER, MORTAR, WATER AND OTHER FOREIGN MATTER. PROVIDE RIGID STEEL, HEAVY WALL, FULL WEIGHT, ZINC-COATED, THREADED TYPE CONDUITS (GROUNDED) THAT TURN UP FROM BELOW GRADE OR BELOW SLAB, EXCLUDING THE 90 DEGREE FITTINGS THAT CONNECT TO HORIZONTAL CONDUITS BELOW GRADE OR SLAB. BOXES AND FITTINGS PROVIDE MINIMUM SIZE OF 4 INCHES SQUARE BY 1-1/2 INCHES DEEP FOR OUTLET BOXES AND JUNCTION BOXES. PROVIDE OUTLET BOX ACCESSORIES AS REQUIRED FOR EACH INSTALLATION, INCLUDING BOX SUPPORTS, MOUNTING EARS AND BRACKETS, WALLBOARD HANGERS, BOX EXTENSION RINGS, FIXTURE STUDS, CABLE CLAMPS, AND METAL STRAPS FOR SUPPORTING OUTLET BOXES, WHICH ARE COMPATIBLE WITH OUTLET BOXES BEING USED TO FULFILL INSTALLATION REQUIREMENTS FOR INDIVIDUAL WIRING SITUATIONS. PROVIDE WITH STAINLESS STEEL NUTS, BOLTS, SCREWS AND WASHERS. WIRE AND CABLE FURNISH AND INSTALL ALL NECESSARY CABLE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS OR SPECIFIED HEREINAFTER. ALL WIRE SHALL BE COPPER. ALL WIRING SHALL BE NEW. NO WIRE SMALLER THAN #12 AWG SHALL BE INSTALLED UNLESS SPECIFICALLY DESIGNATED. USE OF #14 COLOR CODED WIRE WILL BE ALLOWED FOR CONTROL CIRCUITS ONLY. ALL CONDUCTORS SHALL BE COPPER. PROVIDE STRANDED CONDUCTORS FOR ALL SIZES UNLESS INDICATED OTHERWISE. PROVIDE THHN/THWN INSULATION FOR ALL CONDUCTORS NO. 8 AWG AND SMALLER. FOR ALL OTHER SIZES PROVIDE THW OR THHN/THWN INSULATION AS APPROPRIATE FOR THE LOCATIONS WHERE INSTALLED. PROVIDE COLOR CODED INSULATION/JACKET FOR PHASE IDENTIFICATION. ALL WIRES SHALL BE RATED AT 600 VOLTS. TYPE AC AND MC CABLE SHALL BE FORMED FROM CONTINUOUS LENGTH OF SPIRALLY WOUND, INTERLOCKED ZINC-COATED OR GALVANIZED (INSIDE & OUTSIDE) STRIP STEEL. ALL CONDUCTORS SHALL BE RATED FOR 90 DEG. C. MINIMUM. PROVIDE WITH FULL PARITY SIZED GREEN INSULATED EQUIPMENT GROUND CONDUCTOR. PROVIDE COMPATIBLE STEEL FITTINGS WITH INTEGRAL RED PLASTIC INSULATED THROAT BUSHINGS, COMPLIANT WITH NEC 350-5. CABLES SHALL BE 90 DEG. C. RATED WITH ALL COMPONENTS AND FITTINGS LISTED FOR GROUNDING AND COMPLIANT WITH THE FOLLOWING. UL STD.4 AND UL STD. 83. ANSI E119 AND E814. NEC ARTICLES 250 AND 333. METHOD OF WIRING - POWER NEATLY DRESS ALL WORK. INSTALL ALL WORK PARALLEL AND PERPENDICULAR TO SURFACES OR EXPOSED STRUCTURAL MEMBERS, AND FOLLOW SURFACE CONTOURS, WHERE POSSIBLE. KEEP CONDUCTOR SPLICES TO MINIMUM. INSTALL SPLICE AND TAP CONNECTORS WHICH POSSESS EQUIVALENT OR BETTER MECHANICAL STRENGTH AND INSULATION RATING THAN CONDUCTORS BEING SPLICED. USE SPLICE AND TAP CONNECTORS WHICH ARE COMPATIBLE WITH CONDUCTOR MATERIAL. ALL WIRES SHALL BE RUN CONTINUOUS FROM OUTLET TO OUTLET/LUMINAIRE TO LUMINAIRE. INSULATION VALUE OF JOINTS TO BE 100% IN EXCESS OF WIRE. PROVIDE ADEQUATE LENGTH OF CONDUCTORS WITHIN ELECTRICAL ENCLOSURES AND TRAIN THE CONDUCTORS TO TERMINAL POINTS WITH NO EXCESS. BUNDLE MULTIPLE CONDUCTORS, WITH CONDUCTORS LARGER THAN NO 10 AWG CABLED IN INDIVIDUAL CIRCUITS. MAKE TERMINATIONS SO THERE IS NO BARE CONDUCTOR AT THE TERMINAL. KEEP CONDUCTOR SPLICES TO MINIMUM. PULL CONDUCTORS SIMULTANEOUSLY WHERE MORE THAN ONE IS BEING INSTALLED IN SAME RACEWAY. USE UL LISTED PULLING COMPOUND OR LUBRICANT, WHERE NECESSARY. INSTALL SPLICE AND TAP CONNECTORS WHICH POSSESS EQUIVALENT OR BETTER MECHANICAL STRENGTH AND INSULATION RATING THAN CONDUCTORS BEING SPLICED. USE SPLICE AND TAP CONNECTORS WHICH ARE COMPATIBLE WITH CONDUCTOR MATERIAL. INCREASE WIRE SIZES PER NEC TO OFFSET VOLTAGE DROP AS/IF REQUIRED. NO WIRE SIZE SMALLER THAN NO. 12 SHALL BE USED FOR ANY BRANCH CIRCUIT UNLESS OTHERWISE NOTED ON PLANS FOR CONTROL CIRCUITS. LARGER SIZES SHALL BE USED WHERE REQUIRED AND/OR INDICATED ON THE PLANS. PROVIDE THE FOLLOWING MINIMUM WIRE SIZES BASED ON DISTANCES FROM PANEL TO FIRST DEVICE OF A 15 OR 20 AMPERE GENERAL LIGHTING OR RECEPTACLE BRANCH CIRCUIT. IN ADDITION TO UPSIZING CONDUCTORS AS REQUIRED FOR VOLTAGE DROP, PROVIDE MINIMUM #10 AWG CONDUCTORS TO THE LAST DEVICE FOR BRANCH CIRCUITS MORE THAN 150 FEET IN LENGTH. DISTANCE AWG WIRE SIZES UP TO 60 FEET #12 61 TO 90 FEET #10 91 TO 150 FEET # 8 151 TO 240 FEET # 6 PROVIDE THE FOLLOWING MINIMUM AWG CONDUCTOR SIZES FOR GENERAL BRANCH CIRCUITING THAT ARE NOT INDICATED ON DRAWINGS, BASED ON USING COPPER CONDUCTORS. WHERE APPLICABLE INCREASE AS REQUIRED TO ACCOMMODATE VOLTAGE DROP AND TO ACCOMMODATE SPECIAL CONDITIONS. DO NOT DERATE ANY GROUNDED (NEUTRAL) CONDUCTORS. TEMPERATURE RATINGS LISTED BELOW PERTAIN TO BOTH WIRE AND TERMINATIONS. 60 DEG. C RATING 75 DEG. C RATING EQUIPT. GROUNDING SOURCE BREAKER/FUSE AWG WIRE SIZE AWG WIRE SIZE AWG WIRE SIZE 15 AMPERE #12 #12 #12 20 AMPERE #12 #12 #12 25 AMPERE #10 #10 #10 30 AMPERE #10 #10 #10 35 AMPERE # 8 # 8 #10 40 AMPERE # 8 # 8 #10 OUTLETS SHALL BE LOCATED APPROXIMATELY AS SHOWN ON THE PLANS AND SHALL BE WIRED TO PROVIDE CONTROL OF OUTLETS INDICATED. ALL WIRES OF ANY ONE CIRCUIT SHALL BE RUN IN THE SAME CONDUIT. TYPE AC/MC CABLE MAY BE UTILIZED ONLY IF NEC APPROVED AND IF APPROVED BY LOCAL AUTHORITY HAVING JURISDICTION AND IF INCLUDED IN THE APPLICATIONS DEFINED BELOW. 15 THROUGH 30 AMPERE BRANCH CIRCUIT WORK. THIS SHALL APPLY ONLY UNDER ALL OF THE FOLLOWING CIRCUMSTANCES AND CONDITIONS. ONLY WHERE CONCEALED (ALL EXPOSED WIRING SHALL BE INSTALLED IN CONDUIT). ROUTE ALL CABLES PERPENDICULAR AND PARALLEL TO THE BUILDING ARCHITECTURAL LINES/SURFACES/STRUCTURAL MEMBERS, KEEPING OFFSETS TO A MINIMUM AND FOLLOWING SURFACE CONTOURS WHERE POSSIBLE. MAINTAIN A UNIFORM ELEVATION FOR ALL CABLE RUNS WHEREVER POSSIBLE. ALL CABLES SHALL BE SUPPORTED/ANCHORED AT MAXIMUM 4 FOOT INTERVALS AND WITHIN 12" OF BOX OR OUTLET AND SHALL NOT SAG. INSTALL CABLES IN A MANNER THAT PREVENTS OVERHEATING. CABLES SHALL BE FASTENED DIRECTLY TO THE STRUCTURE USING FACTORY CLAMPS/CLIPS SPECIFICALLY DESIGNED FOR THE RESPECTIVE CABLE (CADDY OR EQUAL). OUTLET, JUNCTION AND SWITCHBOXES IN GENERAL, GANG TYPE OUTLET BOXES SHALL NOT BE USED. THE OUTLET BOX LOCATIONS INDICATED ON DRAWINGS SHALL BE CONSIDERED APPROXIMATE, AND THEREFORE, IT SHALL BE INCUMBENT UPON THIS CONTRACTOR TO STUDY THE GENERAL CONSTRUCTION WITH RELATION TO SPACES AND EQUIPMENT SURROUNDING EACH OUTLET. ALL OUTLET, SWITCH AND JUNCTION BOXES SHALL BE MADE OF CODE GALVANIZED STEEL COMPLETE WITH RINGS AND SCREW COVER PLATES AND LOCATED WHERE SHOWN AND NOTED ON DRAWINGS. WHERE CONDUIT IS CONCEALED, BOXES SHALL NOT BE LESS THAN 4" SQUARE X 1-1/2" DEEP. ALL BOXES SHALL BE EQUIPPED WITH PROPER COVERS TO BRING FLUSH WITH FINISHED WALL SURFACE. WHERE OUTLET BOXES OCCUR IN FACING TILE OR OTHER MATERIAL WHERE SUCH MATERIALS FORM THE FINISHED WALL SURFACE, THE OPENING FOR THE BOX SHALL BE CUT NEATLY AND OF THE SIZE THAT THE COVER PLATE WILL COVER ALL PARTS OF THE OPENING. CONDULETS SHALL BE USED ON EXPOSED RACEWAYS. IN GENERAL, JUNCTION BOXES SHALL BE FURNISHED AND REQUIRED BY THE NATIONAL ELECTRIC CODE, OF THE PROPER SIZES, AND SHALL BE CONSTRUCTED OF #12 GAUGE STEEL WITH REMOVABLE FRONT FASTENED ON WITH COUNTER SUNK HEAD SCREWS OR OTHER APPROVED MEANS. FOR SPECIAL APPLICATION, JUNCTION BOXES SHALL BE NOTED, DETAILED AND/OR SIZED ON THE DRAWINGS OR IN THE FIELD AS REQUIRED. HEIGHT OF BOXES PRIOR TO ROUGH-IN, VERIFY ALL BOX/DEVICE MOUNTING HEIGHTS AND LOCATIONS IN FIELD WITH OWNERS REPRESENTATIVE. IN GENERAL, WHERE NOT LOCATED AT COUNTER AREAS, THE HEIGHT OF BOXES FROM FINISHED FLOOR TO CENTER OF BOXES SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON PLANS: SWITCHES: 48" DEVICES AT SPECIAL HEIGHTS: AS DIRECTED IN FIELD. RECEPTACLES: 18" (UNLESS COUNTER HEIGHT) 7(/(3+21( 287/(76 '(6. 3+21( µ TELEPHONE OUTLETS (WALL PHONE): 48" DATA CABLE OUTLETS: 18"CONTROL STATIONS: 48" WIRING DEVICES PROVIDE WALL SWITCHES THAT ARE FLUSH SELF-GROUNDING WITH GREEN GROUND SCREW AND COLOR CODED COVER, SNAP TOGGLE TYPE, BACK AND SIDE WIRED, SPECIFICATION GRADE. PROVIDE WALL SWITCHES RATED 20A, 120/277 VOLTS, 1 HP AT 120V, A.C. QUIET TYPE. SINGLE POLE SWITCHES SHALL BE EQUAL TO LEVITON #1221-2 SERIES. DOUBLE-POLE SWITCHES SHALL BE EQUAL TO LEVITON #1222-2 SERIES. PROVIDE DUPLEX AND SINGLE SPECIFICATION GRADE RECEPTACLES, 2-POLE, 3-WIRE GROUNDING, SELF-GROUNDING, GREEN GROUNDING SCREW, GROUND TERMINALS AND POLES INTERNALLY CONNECTED TO MOUNTING YOKE, COLOR CODED BASE, 20-AMPERES, 125-VOLTS, WITH METAL PLASTER EARS, BACK & SIDE WIRING, NEMA CONFIGURATION 5-20R. PROVIDE DUPLEX RECEPTACLES EQUAL TO LEVITON #5362 SERIES. FOR RECEPTACLE CIRCUITS PROTECTED WITH 15A BREAKERS, PROVIDE NEMA 5-15R EQUIVALENTS. PROVIDE SELF-GROUNDING COMMERCIAL SPECIFICATION GRADE, DUPLEX RECEPTACLES, GROUND-FAULT CIRCUIT INTERRUPTERS; FEED-THRU TYPE, CAPABLE OF PROTECTING CONNECTED DOWNSTREAM RECEPTACLES ON SINGLE CIRCUIT, GROUNDING TYPE UL-RATED 943, CLASS A, GROUP 1, SPECIFICATION GRADE, 20-AMPERES RATING (DEVICE & FEED-THRU), 125-VOLTS, 60 HZ; WITH SOLID-STATE GROUND-FAULT SENSING AND SIGNALING (MAXIMUM THRESHOLD OF 5MA AT 0.025 SECONDS MAXIMUM); EQUIP WITH 20-AMPERE PLUG CONFIGURATION, NEMA 5-20R. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER DUPLEX RECEPTACLES EQUAL TO LEVITON #8898 SERIES. SPECIAL PURPOSE RECEPTACLES SHALL BE OF THE SIZE, TYPE AND MANUFACTURER AS INDICATED ON THE PLANS OR AS DETERMINED IN FIELD. REFER TO GROUNDING SECTION FOR SPECIAL RECEPTACLE GROUNDING REQUIREMENTS. ALL DEVICE WALLPLATES SHALL BE STANDARD SIZE; "MIDWAY", "OVERSIZED" ("JUMBO") OR "EXTRA DEEP" WALLPLATES SHALL NOT BE ACCEPTABLE. CONSTRUCT WITH METAL SCREWS FOR SECURING PLATES TO DEVICES; SCREW HEADS COLORED TO MATCH FINISH OF PLATES. WALLPLATES IN FINISHED AREAS SHALL BE COMMERCIAL SPECIFICATION GRADE. SUPPORTS, INSERTS, CUTTING AND PATCHING THIS CONTRACTOR SHALL DO ALL CUTTING AND PATCHING REQUIRED FOR THE ADMISSION OF HIS WORK. ANY DAMAGE DONE BY THIS CONTRACTOR TO THE BUILDING DURING THE PROGRESS OF HIS WORK SHALL BE MADE GOOD AT HIS OWN EXPENSE. ALL PATCHING SHALL BE DONE BY A SKILLED CRAFTSMAN IN THAT RESPECTIVE TRADE. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO SUPERVISE THE INSTALLATION OF, AND PAY FOR ALL ADDITIONAL MEMBERS, WOOD OR METAL AND LABOR WHICH MAY BE REQUIRED TO SUPPORT ANY TYPE OF PERMANENT OR TEMPORARY ELECTRICAL APPARATUS EMPLOYED IN THE EXECUTION OF THIS CONTRACTORS WORK. SEAL ALL NEW FLOOR, CEILING, WALL, SLAB, ETC. PENETRATIONS TO MATCH OR EXCEED EXISTING ASSEMBLY FIRE 5$7,1*6¬ 3529,'( 6/((9( 6($/6 )25 $// 6/((9(6 3529,'( 6/((9(6 )25 $// 3(1(75$7,216¬ $// 3(1(75$7,216 2) FIRE-RATED OR SMOKE-RATED WALL, FLOORS CEILINGS, ETC. SHALL BE SEALED IMMEDIATELY AFTER RACEWAYS ARE ,167$//('¬ $// 1(: (/(&75,&$//< 5(/$7(' :25. 6+$// %( 6833257(' ',5(&7/< )520 %8,/',1* 6758&785$/ 0(0%(56¬ 1(: (/(&75,&$//< 5(/$7(' :25. 6+$// 127 %( 6833257(' )520 '8&7:25. '8&7:25. +$1*(5 &(,/,1* 68332576 (;,67,1* &21'8,7 6833257 (7&¬ $// &21'8,76 $1' &$%/( $66(0%/,(6 :+(5( $33/,&$%/( 6+$// %( 5287(' 3$5$//(/ 72 %8,/',1* 6758&785$/ 0(0%(56¬ $1< $1' $// 121&203/<,1* :25. ,167$//(' BY THE ELECTRICAL CONTRACTOR SHALL BE REMOVED AND REINSTALLED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AND THE ENGINEER, AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR. LUMINAIRES ALL RECESSED LUMINAIRES SHALL BE EQUIPPED WITH NECESSARY PLASTER FRAMES AND SURFACE TRIM. ALL RECESSED FLUORESCENT LUMINAIRES SHALL BE EQUIPPED AND SUITABLY CONSTRUCTED TO OPERATE WITH "P" RATED BALLASTS. ALL RECESS MOUNTED INCANDESCENT AND H.I.D. LUMINAIRES SHALL HAVE UL APPROVED THERMAL PROTECTION PER LATEST EDITION OF NFPA/NEC. ALL JUNCTION BOXES AND SERVICEABLE COMPONENTS (BALLASTS, THERMAL PROTECTION DEVICES, FUSES, ETC.) FOR RECESSED LUMINAIRES SHALL BE READILY ACCESSIBLE FOR SERVICE OR REPLACEMENT FROM BELOW THE CEILING, WITHOUT REMOVING ANY CEILING COMPONENTS (OTHER THAN TILES). PROVIDE LOW ENERGY SOLID STATE RAPID START ELECTRONIC FLUORESCENT LAMP BALLASTS SPECIFICALLY DESIGNED FOR OPERATING LAMP TYPES INDICATED UNLESS NOTED OTHERWISE. FLUORESCENT BALLASTS SHALL BE MOTOROLA OR ADVANCE EQUAL (LESS THAN OR EQUAL TO 20% THD). ALL LUMINAIRES MAY CONTAIN EITHER SINGLE BALLASTS OR MULTIPLE BALLASTS AS REQUIRED TO FULFILL REQUIRED FUNCTION AND AS REQUIRED TO COMPLY WITH CONSTRUCTION SCHEDULE. FLUORESCENT LAMP COLOR TEMPERATURE SHALL BE AS INDICATED ON DRAWINGS OR AS DIRECTED IN FIELD. PROVIDE LUMINAIRES AND/OR LUMINAIRE OUTLET BOXES WITH HANGERS TO PROPERLY SUPPORT LUMINAIRE WEIGHT. ALL LUMINAIRES INSTALLED IN OR ON SUSPENDED CEILING SYSTEMS SHALL BE ANCHORED DIRECTLY TO THE BUILDING STRUCTURAL SYSTEM ABOVE (ANCHORED PER NEC). SUCH ANCHORING SHALL BE INDEPENDENT OF THE CEILING SUPPORT SYSTEM. ALL LUMINAIRES SHALL BE INSTALLED PLUMB AND LEVEL. SUPPORT SURFACE MOUNTED LUMINAIRES GREATER THAN 2 FEET IN LENGTH AT A POINT IN ADDITION TO THE OUTLET BOX LUMINAIRE STUD. MECHANICAL EQUIPMENT PROVIDE ALL CONDUIT AND OUTLET BOXES AS REQUIRED FOR ALL CONTROL WIRING AND THERMOSTATS. FURNISH AND INSTALL POWER WIRING AND MAKE LINE CONNECTIONS TO ALL HEATING, VENTILATING AND AIR CONDITIONING EQUIPMENT. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY DISCONNECTS TO OPERATE THE HEATING, VENTILATING AND AIR CONDITIONING SYSTEM AS DESCRIBED ON DRAWINGS OF ALL OTHER TRADES. THE ELECTRICAL CONTRACTOR SHALL PROVIDE CONTROL AND INTERLOCK WIRING AS SPECIFICALLY INDICATED ON THE DRAWINGS. ALL OTHER CONTROL WIRING REQUIRED FOR OPERATION OF THE SYSTEMS SHALL BE PROVIDED BY THE HEATING CONTRACTOR. ELECTRICAL CONTRACTOR SHALL EXAMINE THE APPROVED DRAWINGS OF ALL BRANCHES AND SHALL WIRE AND CONNECT ALL MOTORS, DISCONNECTS, CONTROL DEVICES AND OTHER ITEMS REQUIRING ELECTRICITY FOR OPERATION. THIS CONTRACTOR SHALL MAKE THE NECESSARY ELECTRICAL CONNECTIONS BETWEEN THE SPECIFIED EQUIPMENT AND THE JUNCTION BOX NEAR EQUIPMENT WITH FLEXIBLE METALLIC CONDUIT AND MATCHED CONNECTORS. NO FLEXIBLE CONDUIT SHALL BE EXPOSED IN FINISHED ROOMS. MISCELLANEOUS SPECIALTIES PROVIDE A COMPLETE WIRING SYSTEM TO KITCHEN EQUIPMENT. DETERMINE EXACT LOCATION, MOUNTING HEIGHT AND TERMINATION REQUIREMENTS FROM MANUFACTURERS EQUIPMENT SUBMITTALS. PROVIDE EITHER DIRECT CONNECTIONS OR CORD & PLUG CONNECTIONS (INCLUDING CORDS, PLUGS AND RECEPTACLES) AS DETERMINED IN FIELD; VERIFY CASE BY CASE PRIOR TO ROUGH-IN. VERIFY ELECTRICAL RATINGS IN FIELD PRIOR TO ROUGH-IN. MAKE FINAL CONNECTIONS TO EQUIPMENT. SPECIFICATIONS - DIVISION 26 - ELECTRICAL 14390 CLAY TERRACE BLVD re d CARMEL, INDIANA 46032 WPG007 SPACE F30A - LANDLORD IMPROVEMENTS PROJECT NUMBER: SHEET: FOR WASHINGTON PRIME GROUP 180 EAST BROAD STREET, COLUMBUS, OH 43215 ISSUE DATE PERMIT FEB. 01, 2018 COPYRIGHT 2018. ALL DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF RED ARCHITECTURE + PLANNING LLC AND MAY NOT BE USED, DUPLICATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. E7.1 2/1/2018 8:14 AM 04/25/18 Nick Mishler 3.6 STARTUP SERVICE A. ENGAGE A FACTORY-AUTHORIZED SERVICE REPRESENTATIVE TO PERFORM STARTUP SERVICE. B. COMPLETE INSTALLATION AND STARTUP CHECKS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AND DO THE FOLLOWING: 1. INSPECT FOR VISIBLE DAMAGE TO UNIT CASING, FURNACE COMBUSTION CHAMBER, COMPRESSOR, COILS, AND FANS. 2. VERIFY THAT LABELS ARE CLEARLY VISIBLE, CLEARANCES HAVE BEEN PROVIDED FOR SERVICING, CONTROLS ARE CONNECTED AND OPERABLE, AND FILTERS ARE INSTALLED. 3. CLEAN CONDENSER COIL AND FURNACE AND INSPECT FOR CONSTRUCTION DEBRIS. 4. REMOVE PACKING FROM VIBRATION ISOLATORS. 5. VERIFY LUBRICATION ON FAN AND MOTOR BEARINGS. 6. INSPECT FAN-WHEEL ROTATION FOR MOVEMENT IN CORRECT DIRECTION WITHOUT VIBRATION AND BINDING. 7. ADJUST FAN BELTS TO PROPER ALIGNMENT AND TENSION. 8. START UNIT ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. a. INSPECT AND RECORD PERFORMANCE OF INTERLOCKS AND PROTECTIVE DEVICES; VERIFY SEQUENCES. 10. OPERATE UNIT FOR AN INITIAL PERIOD AS RECOMMENDED OR REQUIRED BY MANUFACTURER. 11. PERFORM THE FOLLOWING OPERATIONS FOR BOTH MINIMUM AND MAXIMUM FIRING. ADJUST BURNER FOR PEAK EFFICIENCY. a. MEASURE GAS PRESSURE ON MANIFOLD. b. INSPECT OPERATION OF POWER VENTS. c. MEASURE SUPPLY-AIR TEMPERATURE AND VOLUME WHEN BURNER IS AT MAXIMUM FIRING RATE AND WHEN BURNER IS OFF. CALCULATE USEFUL HEAT TO SUPPLY AIR. 20. ADJUST AND INSPECT HIGH-TEMPERATURE LIMITS. 21. INSPECT OUTDOOR-AIR DAMPERS FOR PROPER STROKE AND INTERLOCK WITH RETURN-AIR DAMPERS. 22. INSPECT CONTROLS FOR CORRECT SEQUENCING OF HEATING, MIXING DAMPERS, REFRIGERATION, AND NORMAL AND EMERGENCY SHUTDOWN. 23. SIMULATE MAXIMUM COOLING DEMAND AND INSPECT THE FOLLOWING: a. COMPRESSOR REFRIGERANT SUCTION AND HOT-GAS PRESSURES. b. SHORT CIRCUITING OF AIR THROUGH CONDENSER COIL OR FROM CONDENSER FANS TO OUTDOOR-AIR INTAKE. 27. VERIFY OPERATION OF REMOTE PANEL INCLUDING PILOT-LIGHT OPERATION AND FAILURE MODES. INSPECT THE FOLLOWING: a.HIGH-TEMPERATURE LIMIT ON HEAT EXCHANGER. b. LOW-TEMPERATURE SAFETY OPERATION. c. FILTER HIGH-PRESSURE DIFFERENTIAL ALARM. d.ECONOMIZER TO MINIMUM OUTDOOR-AIR CHANGEOVER. e. RELIEF-AIR FAN OPERATION. f. SMOKE ALARMS. 28. AFTER STARTUP AND PERFORMANCE TESTING AND PRIOR TO SUBSTANTIAL COMPLETION, REPLACE EXISTING FILTERS WITH NEW FILTERS. 3.7 CLEANING AND ADJUSTING A. OCCUPANCY ADJUSTMENTS: WHEN REQUESTED WITHIN 12 MONTHS OF DATE OF SUBSTANTIAL COMPLETION, PROVIDE ON-SITE ASSISTANCE IN ADJUSTING SYSTEM TO SUIT ACTUAL OCCUPIED CONDITIONS. PROVIDE UP TO TWO VISITS TO SITE DURING OTHER-THAN-NORMAL OCCUPANCY HOURS FOR THIS PURPOSE. B. AFTER COMPLETING SYSTEM INSTALLATION AND TESTING, ADJUSTING, AND BALANCING RTU AND AIR-DISTRIBUTION SYSTEMS, CLEAN FILTER HOUSINGS AND INSTALL NEW FILTERS. 04/25/18 Nick Mishler 3. FOR INSULATION WITH FACTORY-APPLIED JACKETS ON BELOW AMBIENT SURFACES, DO NOT STAPLE LONGITUDINAL TABS BUT SECURE TABS WITH ADDITIONAL ADHESIVE AS RECOMMENDED BY INSULATION MATERIAL MANUFACTURER AND SEAL WITH VAPOR-BARRIER MASTIC AND FLASHING SEALANT. 4. BLANKET INSULATION INSTALLATION ON DUCTS AND PLENUMS: SECURE WITH ADHESIVE AND INSULATION PINS. 5. FOR DUCTS AND PLENUMS WITH SURFACE TEMPERATURES BELOW AMBIENT, INSTALL A CONTINUOUS UNBROKEN VAPOR BARRIER. F. PLENUMS AND DUCTS REQUIRING INSULATION: 1. CONCEALED SUPPLY AIR. 2. CONCEALED AND EXPOSED OUTDOOR AIR. 3. CONCEALED AND EXPOSED RETURN AIR LOCATED IN NONCONDITIONED SPACE. 3.2 DUCT AND PLENUM INSULATION SCHEDULE RETAIN ¬21( OF" OPTION IN PARAGRAPHS IN THIS ARTICLE TO ALLOW CONTRACTOR TO SELECT PIPING MATERIALS FROM THOSE RETAINED. A. CONCEALED DUCT INSULATION SHALL BE µ THICK MINERAL-FIBER BLANKET WITH A 1.5-LB/CU. FT. NOMINAL DENSITY. 3.3 HVAC PIPING INSULATION SCHEDULE A. &21'(16$7( 3,3,1* ,168/$7,21 6+$// %( µ 7+,&. )/(;,%/( (/$6720(5,& B. 5()5,*(5$17 3,3,1* ,168/$7,21 6+$// %( µ 7+,&. )/(;,%/( (/$6720(5,& END OF SECTION 230700 SECTION 233100 - HVAC DUCTS AND CASINGS PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. COMPLY WITH SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE." B. STRUCTURAL PERFORMANCE: DUCT HANGERS AND SUPPORTS SHALL WITHSTAND THE EFFECTS OF GRAVITY LOADS AND STRESSES WITHIN LIMITS AND UNDER CONDITIONS DESCRIBED IN SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE". C. &203/< :,7+ 1)3$¬ )25 '8&76 &211(&7(' 72 &200(5&,$/ .,7&+(1 +22'6 2.2 DUCTS A. *$/9$1,=('67((/ 6+((7 $670¬$¬$¬0 $1' $  :,7+ * +27',3 *$/9$1,=(' &2$7,1* 1. GALVANIZED COATING DESIGNATION: G90. 2. FINISHES FOR SURFACES EXPOSED TO VIEW: MILL PHOSPHATIZED. DUCTWORK SHALL BE CLEANED OF DEBRIS AND OIL, THEN WIPED DOWN WITH VINEGAR OR OTHER SURFACE PREPARING CHEMICAL TO PREPARE DUCT FOR PAINT. B. JOINT AND SEAM TAPE, AND SEALANT: COMPLY WITH 8/¬$ PROVIDE POLYMERIC RUBBER TYPE SEALANT FOR USE ON BOTH INTERIOR LOCATED DUCTWORK AND DUCTWORK EXPOSED TO OUTDOOR CONDITIONS. SEALER SHALL HAVE HIGH BONDING STRENGTH FOR SURE, FIRST TIME SEALING OF JOINTS IN LOW, MEDIUM, AND HIGH PRESSURE DUCT SYSTEMS. SEALER SHALL BE HIGH IN SOLID CONTENT. PROVIDE A TWO PART TAPE SEALING SYSTEM, CONSISTING OF WOVEN FIBER TAPE IMPREGNATED WITH A GYPSUM MINERAL COMPOUND, AND A MODIFIED ACRYLIC/SILICONE ACTIVATOR THAT REACTS EXOTHERMICALLY WITH THE TAPE. TWO PART TAPE SEALING SYSTEM MUST BE RATED FOR BOTH INDOOR AND OUTDOOR APPLICATION. TAPE SHALL NOT CONTAIN ASBESTOS. C. METAL DUCT FABRICATION: COMPLY WITH SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE." 2.3 ACCESSORIES A. VOLUME DAMPERS AND CONTROL DAMPERS: SINGLE-BLADE AND MULTIPLE OPPOSED-BLADE DAMPERS, STANDARD LEAKAGE RATING, AND SUITABLE FOR HORIZONTAL OR VERTICAL APPLICATIONS; FACTORY FABRICATED AND COMPLETE WITH REQUIRED HARDWARE AND ACCESSORIES. 1. ROUND VOLUME DAMPERS: PROVIDE MINIMUM 20 GAUGE GALVANIZED STEEL FRAME AND BLADES, MINIMUM 3/8" SQUARE STEEL AXLE, MOLDED SYNTHETIC BEARINGS, WITH LOCKING POSITION REGULATOR. REGULATOR SHALL BE POSITIONED WITH SHEET METAL BRACKET BEYOND DUCT COVERING. WHERE POSITIONING REGULATOR IS NOT ACCESSIBLE, PROVIDE COUPLING AND EXTENSION ROD WITH REGULATOR FOR CEILING OR WALL INSTALLATION, AS REQUIRED. 2. RECTANGULAR VOLUME DAMPERS: PROVIDE MINIMUM 16 GAUGE GALVANIZED STEEL CHANNEL FRAME, 16 GAUGE GALVANIZED STEEL BLADES, MINIMUM ô HEXAGONAL AXLE, BOLDED SYNTHETIC BEARINGS, WITH 3/8" SQUARE PLATED STEEL CONTROL SHAFT. LINKAGES SHALL BE CONCEALED IN THE FRAME. OPERATING SHAFT SHALL EXTEND BEYOND FRAME AND DUCT TO A LOCKING QUADRANT WITH ADJUSTABLE LEVER. MAXIMUM BLADE WIDTH SHALL NOT EXCEED 6". B. FLEXIBLE DUCT CONNECTORS: FLAME-RETARDED OR NONCOMBUSTIBLE FABRICS, COATINGS, AND ADHESIVES &203/<,1* :,7+ 8/¬ &/$66  &211(&725 72 %(  281&( 1(235(1( &2$7(' ),%(5*/$66 )$%5,& C. FLEXIBLE DUCTS: FACTORY ASSEMBLED, 8/¬ &/$66¬ WITH 1-1/2-INCH THICK (R-5 MIN.), 1 PCF FIBERGLASS INSULATION AND REINFORCED OUTER PROTECTIVE COVER/VAPOR BARRIER. FLEXIBLE DUCT SHALL MEET NFPA 90A WITH FLAME SPREAD UNDER 25, SMOKE DEVELOPED UNDER 50, AND SHALL BE RATED FOR MINIMUM 2-INCH WG PRESSURE AND 0 TO ž) TEMPERATURE. PROVIDE SCREW-OPERATED METAL ADJUSTABLE CLAMPING DEVICES. USE TWIST-LOCK CONICAL TAP COLLARS AT CONNECTIONS INTO SHEET METAL DUCTWORK. MAXIMUM EXTENDED LENGTH OF FLEXIBLE DUCT SHALL NOT EXCEED 5 FEET. D. TURNING VANES: PROVIDE FABRICATED TURNING VANES AND VANE RUNNERS, CONSTRUCTED IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS". PROVIDE TURNING VANES CONSTRUCTED OF CURVED BLADES, SUPPORTED WITH BARS PERPENDICULAR TO BLADES, AND SET INTO SIDE STRIPS SUITABLE FOR MOUNTING IN DUCTWORK. FOLLOW SMACNA GUIDELINES FOR SPACING SUPPORT, AND CONSTRUCTION. ALL BLADES SHALL BE DOUBLE THICKNESS AIRFOIL TYPE. E. BIRD SCREENS AND FRAMES: PROVIDE BIRD SCREENS THAT CONFORM TO ASTM E 2016, NO. 2 MESH, ALUMINUM OR STAINLESS STEEL. PROVIDE ´0(',80/,*+7µ RATED ALUMINUM SCREENS. PROVIDE ´/,*+7µ RATES STAINLESS STEEL SCREENS. F. DUCT-MOUNTED ACCESS DOORS: FABRICATE ACCESS PANELS ACCORDING TO SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE"; ),*85(6¬ "DUCT ACCESS DOORS AND PANELS," AND 2-11, "ACCESS PANELS - ROUND DUCT." PART 3 - EXECUTION 3.1 INSTALLATION A. INSTALL DUCTWORK, ACCESSORIES, AND SUPPORTS ACCORDING TO SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE" UNLESS OTHERWISE INDICATED. B. SEAL DUCTS TO THE FOLLOWING SEAL CLASSES ACCORDING TO SMACNA'S "HVAC DUCT CONSTRUCTION 67$1'$5'6  0(7$/ $1' )/(;,%/( ,1&+ :* 6($/ &/$66¬$ C. CONCEAL DUCTS FROM VIEW IN FINISHED AND OCCUPIED SPACES. D. AVOID PASSING THROUGH OR ABOVE ELECTRICAL EQUIPMENT SPACES AND ENCLOSURES. E. CLEAN DUCT SYSTEMS BEFORE TESTING, ADJUSTING, AND BALANCING. 3.2 TESTING, ADJUSTING, AND BALANCING A. BALANCE AIRFLOW WITHIN DISTRIBUTION SYSTEMS, INCLUDING SUBMAINS, BRANCHES, AND TERMINALS TO INDICATED QUANTITIES PER SPECIFICATIONS. END OF SECTION 233100 SECTION 233713 - DIFFUSERS, REGISTERS, AND GRILLES PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. SUBMITTALS: 1. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED, INCLUDING COLOR CHARTS FOR FACTORY FINISHES. PART 2 - PRODUCTS 2.1 DIFFUSERS, REGISTERS, AND GRILLES: A. REFER TO SCHEDULES FOR FINISH TYPE, COLOR, MATERIAL, AND MOUNTING. PART 3 - EXECUTION 3.1 INSTALLATION A. INSTALL DIFFUSERS, REGISTERS, AND GRILLES LEVEL AND PLUMB. B. CEILING-MOUNTED OUTLETS AND INLETS: DRAWINGS INDICATE GENERAL ARRANGEMENT OF DUCTS, FITTINGS, AND ACCESSORIES. MAKE FINAL LOCATIONS WHERE INDICATED, AS MUCH AS PRACTICAL. FOR UNITS INSTALLED IN LAY-IN CEILING PANELS, LOCATE UNITS IN THE CENTER OF PANEL UNLESS OTHERWISE INDICATED. WHERE ARCHITECTURAL FEATURES OR OTHER ITEMS CONFLICT WITH INSTALLATION, NOTIFY ARCHITECT FOR A DETERMINATION OF FINAL LOCATION. C. AFTER INSTALLATION, ADJUST DIFFUSERS, REGISTERS, AND GRILLES TO AIR PATTERNS INDICATED, OR AS DIRECTED, BEFORE STARTING AIR BALANCING. END OF SECTION 233713 SECTION 237413 - PACKAGED ROOFTOP UNITS 1.1 SUMMARY A. THIS SECTION INCLUDES PACKAGED, ROOFTOP UNITS WITH THE FOLLOWING COMPONENTS AND ACCESSORIES: 1. DIRECT-EXPANSION COOLING. 2. ELECTRIC RESISTANCE HEATING. 3. ECONOMIZER OUTDOOR-AND RETURN-AIR DAMPER SECTION. 4. INTEGRAL, SPACE TEMPERATURE CONTROLS. 5. ROOF CURBS. 1.2 SECTION REQUIREMENTS A. SUBMITTALS: 1. PRODUCT DATA: INCLUDE MANUFACTURER'S TECHNICAL DATA FOR EACH RTU, INCLUDING RATED CAPACITIES, DIMENSIONS, REQUIRED CLEARANCES, CHARACTERISTICS, FURNISHED SPECIALTIES, AND ACCESSORIES. PART 2 - PRODUCTS 2.1 CASING A. GENERAL FABRICATION REQUIREMENTS FOR CASINGS: FORMED AND REINFORCED INSULATED PANELS, FABRICATED TO ALLOW REMOVAL FOR ACCESS TO INTERNAL PARTS AND COMPONENTS, WITH JOINTS BETWEEN SECTIONS SEALED. B. EXTERIOR CASING MATERIAL: GALVANIZED STEEL WITH FACTORY-PAINTED FINISH, WITH PITCHED ROOF PANELS AND KNOCKOUTS WITH GROMMET SEALS FOR ELECTRICAL AND PIPING CONNECTIONS AND LIFTING LUGS. 1. CASING THICKNESS: 16 GAUGE THICK. C. &$6,1* ,168/$7,21 $1' $'+(6,9( &203/< :,7+ 1)3$¬$ 1. 0$7(5,$/6 $670¬&¬ 7<3(¬, 2. THICKNESS: 1/2 INCH 3. LINER MATERIALS SHALL HAVE AIR-STREAM SURFACE INSULATED WITH A MINIMUM 1/2-IN. THICK, MINIMUM 1 1/2 LB DENSITY, FLEXIBLE FIBERGLASS INSULATION BONDED WITH A PHENOLIC BINDER, NEOPRENE COATED ON THE AIR SIDE. 4. /,1(5 $'+(6,9( &203/< :,7+ $670¬&¬ 7<3(¬, D. UNIT SHALL HAVE A THRU-THE-BASE GAS AND ELECTRICAL CONNECTIONS. 2.2 FANS OPTION A OR B: A. DIRECT-DRIVEN SUPPLY-AIR FANS: DOUBLE WIDTH, BACKWARD INCLINED, CENTRIFUGAL; WITH PERMANENTLY LUBRICATED, MOTOR RESILIENTLY MOUNTED IN THE FAN INLET. ALUMINUM OR PAINTED-STEEL WHEELS, AND GALVANIZED- OR PAINTED-STEEL FAN SCROLLS. B. BELT-DRIVEN SUPPLY-AIR FANS: DOUBLE WIDTH, FORWARD CURVED, CENTRIFUGAL; WITH PERMANENTLY LUBRICATED, SINGLE-SPEED MOTOR INSTALLED ON AN ADJUSTABLE FAN BASE RESILIENTLY MOUNTED IN THE CASING. ALUMINUM OR PAINTED-STEEL WHEELS, AND GALVANIZED- OR PAINTED-STEEL FAN SCROLLS. C. CONDENSER-COIL FAN: DIRECT DRIVE, PROPELLER, MOUNTED ON SHAFT OF PERMANENTLY LUBRICATED MOTOR WITH THERMAL OVERLOAD PROTECTION. D. POWER EXHAUST: FORWARD CURVED, SHAFT MOUNTED ON PERMANENTLY LUBRICATED MOTOR. . 2.3 COILS A. SUPPLY-AIR REFRIGERANT COIL: 1. ALUMINUM-PLATE FIN AND 6($0/(66¬,17(51$//< GROOVED COPPER TUBE IN STEEL CASING WITH EQUALIZING-TYPE VERTICAL DISTRIBUTOR. 2. POLYMER STRIP SHALL PREVENT ALL COPPER COIL FROM CONTACTING STEEL COIL FRAME OR CONDENSATE PAN. 3. CATHODIC EPOXY COATING. 4. CONDENSATE DRAIN PAN: GALVANIZED STEEL WITH CORROSION-RESISTANT COATING FORMED WITH PITCH AND DRAIN CONNECTIONS. B. OUTDOOR-AIR REFRIGERANT COIL: 1. ALUMINUM-PLATE FIN AND 6($0/(66¬,17(51$//< GROOVED COPPER TUBE IN STEEL CASING WITH EQUALIZING-TYPE VERTICAL DISTRIBUTOR. 2. POLYMER STRIP SHALL PREVENT ALL COPPER COIL FROM CONTACTING STEEL COIL FRAME OR CONDENSATE PAN. 3. CATHODIC EPOXY COATING. C. HOT-GAS REHEAT REFRIGERANT COIL (OPTIONAL): 1. ALUMINUM-PLATE FIN AND SEAMLESS INTERNALLY GROOVED COPPER TUBE IN STEEL CASING WITH EQUALIZING-TYPE VERTICAL DISTRIBUTOR. 2. POLYMER STRIP SHALL PREVENT ALL COPPER COIL FROM CONTACTING STEEL COIL FRAME OR CONDENSATE PAN. 3. CATHODIC EPOXY COATING. 2.4 REFRIGERANT CIRCUIT COMPONENTS A. NUMBER OF REFRIGERANT CIRCUITS: TWO B. COMPRESSOR: HERMETIC, SCROLL, MOUNTED ON VIBRATION ISOLATORS; WITH INTERNAL OVERCURRENT AND HIGH-TEMPERATURE PROTECTION, INTERNAL PRESSURE RELIEF AND CRANKCASE HEATER. C. REFRIGERATION SPECIALTIES: 1. REFRIGERANT: R-410A 2. EXPANSION VALVE WITH REPLACEABLE THERMOSTATIC ELEMENT. 3. REFRIGERANT FILTER/DRYER. 4. MANUAL-RESET HIGH-PRESSURE SAFETY SWITCH. 5. AUTOMATIC-RESET LOW-PRESSURE SAFETY SWITCH. 6. MINIMUM OFF-TIME RELAY. 7. AUTOMATIC-RESET COMPRESSOR MOTOR THERMAL OVERLOAD. 8. BRASS SERVICE VALVES INSTALLED IN COMPRESSOR SUCTION AND LIQUID LINES. 9. LOW-AMBIENT KIT HIGH-PRESSURE SENSOR. 10. HOT-GAS REHEAT SOLENOID VALVE WITH A REPLACEABLE MAGNETIC COIL. 2.5 AIR FILTRATION A. 3529,'( µ 7+52:$:$< ),%(5*/$66 ),/7(56 2.7 DAMPERS A. OUTDOOR AND RETURN AIR MIXING DAMPERS: PARALLEL OR OPPOSED-BLADE GALVANIZED-STEEL DAMPERS MECHANICALLY FASTENED TO CADMIUM PLATED FOR GALVANIZED-STEEL OPERATING ROD IN REINFORCED CABINET. CONNECT OPERATING RODS WITH COMMON LINKAGE AND INTERCONNECT LINKAGES SO DAMPERS OPERATE SIMULTANEOUSLY. 1. DAMPER MOTOR: MODULATING WITH ADJUSTABLE MINIMUM POSITION. 2. RELIEF AIR DAMPER: GRAVITY ACTUATED, WITH BIRD SCREEN AND HOOD. 2.8 ELECTRICAL POWER CONNECTION A. PROVIDE FOR SINGLE CONNECTION OF POWER TO UNIT :,7+¬81,702817(' DISCONNECT SWITCH ACCESSIBLE FROM OUTSIDE UNIT AND CONTROL-CIRCUIT TRANSFORMER WITH BUILT-IN OVERCURRENT PROTECTION. 2.9 CONTROLS A. BASIC UNIT CONTROLS: 1. CONTROL-VOLTAGE TRANSFORMER. 2. WALL-MOUNTED THERMOSTAT OR SENSOR WITH THE FOLLOWING FEATURES: a.HEAT-COOL-OFF SWITCH. b. FAN ON-AUTO SWITCH. c. FAN-SPEED SWITCH. d. AUTOMATIC CHANGEOVER. e. ADJUSTABLE DEADBAND. f. EXPOSED SET POINT. g.EXPOSED INDICATION. h. '(*5((¬) ,1',&$7,21 i. UNOCCUPIED-PERIOD-OVERRIDE PUSH BUTTON. j. DATA ENTRY AND ACCESS PORT TO INPUT 7(03(5$785(¬$1' HUMIDITY SET POINTS, OCCUPIED AND UNOCCUPIED PERIODS, AND OUTPUT ROOM 7(03(5$785(¬$1' HUMIDITY, SUPPLY-AIR TEMPERATURE, OPERATING MODE, AND STATUS. 3. WALL-MOUNTED HUMIDISTAT OR SENSOR WITH THE FOLLOWING FEATURES: a.EXPOSED SET POINT. b. EXPOSED INDICATION. 4. REMOTE WALL-MOUNTED ANNUNCIATOR PANEL WITH KEYED ACCESS FOR EACH UNIT: a.LIGHTS TO INDICATE POWER ON, UNIT ALARM OR FAILURE, SMOKE DETECTION. B. DDC CONTROLLER: 1. CONTROLLER SHALL HAVE VOLATILE-MEMORY BACKUP. 2. SAFETY CONTROL OPERATION: a. SMOKE DETECTORS: STOP FAN AND CLOSE OUTDOOR-AIR DAMPER IF SMOKE IS DETECTED. PROVIDE ADDITIONAL CONTACTS FOR ALARM INTERFACE TO FIRE ALARM CONTROL PANEL. b. FIRE ALARM CONTROL PANEL INTERFACE WHERE APPLICABLE. c. LOW-DISCHARGE TEMPERATURE: STOP FAN AND CLOSE OUTDOOR-AIR DAMPER IF SUPPLY AIR TEMPERATURE ,6 /(66 7+$1 ƒ) RETAIN FIRST SUBPARAGRAPH BELOW FOR AIR-TO-AIR HEAT-PUMP FEATURE. d.DEFROST CONTROL FOR CONDENSER COIL: PRESSURE DIFFERENTIAL SWITCH TO INITIATE DEFROST SEQUENCE. 3. UNIT SHALL BE CAPABLE OF DIRECT COMMUNICATION WITH GENERIC OPEN PROTOCOL SUCH AS BACNET MS/TP, LONTALK, OR MODUS. THIS WILL ALLOW THE UNIT TO INTEGRATE WITH A FACILITY ENERGY MANAGEMENT SYSTEM. 4. SCHEDULED OPERATION: OCCUPIED AND UNOCCUPIED PERIODS ON SEVEN-DAY CLOCK WITH A MINIMUM OF FOUR PROGRAMMABLE PERIODS PER DAY. 5. UNOCCUPIED PERIOD: a. +($7,1* 6(7%$&. ƒ) b. COOLING SETBACK: SYSTEM OFF. c. OVERRIDE OPERATION: TWO HOURS. 6. SUPPLY FAN OPERATION: a. OCCUPIED PERIODS: RUN FAN CONTINUOUSLY. b. UNOCCUPIED PERIODS: CYCLE FAN TO MAINTAIN SETBACK TEMPERATURE. 7. REFRIGERANT CIRCUIT OPERATION: a. OCCUPIED PERIODS: CYCLE OR STAGE &2035(66256¬$1' OPERATE HOT-GAS BYPASS TO MATCH COMPRESSOR OUTPUT TO COOLING LOAD TO MAINTAIN ROOM TEMPERATURE AND HUMIDITY. CYCLE CONDENSER FANS TO MAINTAIN MAXIMUM HOT-GAS PRESSURE. OPERATE LOW-AMBIENT CONTROL KIT TO MAINTAIN MINIMUM HOT-GAS PRESSURE. b. UNOCCUPIED PERIODS: CYCLE COMPRESSORS AND CONDENSER FANS FOR HEATING TO MAINTAIN SETBACK TEMPERATURE. 8. HOT-GAS REHEAT-COIL OPERATION (OPTIONAL): a. OCCUPIED PERIODS: HUMIDISTAT OPENS HOT-GAS VALVE TO PROVIDE HOT-GAS REHEAT, AND CYCLES COMPRESSOR. b. UNOCCUPIED PERIODS: REHEAT NOT REQUIRED. 9. GAS FURNACE OPERATION: a. OCCUPIED PERIODS: STAGE BURNER TO MAINTAIN ROOM TEMPERATURE. b. UNOCCUPIED PERIODS: CYCLE BURNER TO MAINTAIN SETBACK TEMPERATURE. 10. FIXED MINIMUM OUTDOOR-AIR DAMPER OPERATION: a. OCCUPIED PERIODS: OPEN TO 25 PERCENT. b. UNOCCUPIED PERIODS: CLOSE THE OUTDOOR-AIR DAMPER. 11. ECONOMIZER OUTDOOR-AIR DAMPER OPERATION: a. OCCUPIED PERIODS: OPEN TO 25 PERCENT FIXED MINIMUM INTAKE, AND MAXIMUM 100 PERCENT OF THE FAN CAPACITY TO COMPLY WITH ASHRAE &<&/(¬,, CONTROLLER SHALL PERMIT AIR-SIDE ECONOMIZER OPERATION WHEN OUTDOOR AIR IS LESS THAN 60 ƒ¬) USE MIXED-AIR TEMPERATURE AND SELECT BETWEEN OUTDOOR-AIR AND RETURN-AIR ENTHALPY TO ADJUST MIXING DAMPERS DURING ECONOMIZER CYCLE OPERATION, LOCK OUT COOLING. b. UNOCCUPIED PERIODS: CLOSE OUTDOOR-AIR DAMPER AND OPEN RETURN-AIR DAMPER. 2.10 ACCESSORIES A. DUPLEX, 115-V, GROUND-FAULT-INTERRUPTER OUTLET WITH 15-A OVERCURRENT PROTECTION. INCLUDE TRANSFORMER IF REQUIRED. B. /2:$0%,(17 .,7 67$*(' '2:1 72 ƒ) C. FILTER DIFFERENTIAL PRESSURE SWITCH WITH SENSOR TUBING ON EITHER SIDE OF FILTER. SET FOR FINAL FILTER PRESSURE LOSS. D. HAIL GUARDS OF GALVANIZED STEEL, PAINTED TO MATCH CASING. E. DUCT MOUNTED SMOKE DETECTOR IN RETURN AIR STREAM CAPABLE OF SHUTTING DOWN THE UNIT IN THE PRESENCE OF SMOKE DETECTION. 2.11 ROOF CURBS A. MATERIALS: GALVANIZED STEEL WITH CORROSION-PROTECTION COATING, WATERTIGHT GASKETS, AND FACTORY-INSTALLED WOOD NAILER; COMPLYING WITH NRCA STANDARDS. 1. &85% ,168/$7,21 $1' $'+(6,9( &203/< :,7+ 1)3$¬$ 25 1)3$¬% a. 0$7(5,$/6 $670¬&¬ 7<3(¬, 25 ,, b. THICKNESS: 1-1/2 INCHES. 2. APPLICATION: FACTORY APPLIED WITH ADHESIVE AND MECHANICAL FASTENERS TO THE INTERNAL SURFACE OF CURB. a. /,1(5 $'+(6,9( &203/< :,7+ $670¬&¬ 7<3(¬, b. MECHANICAL FASTENERS: GALVANIZED STEEL, SUITABLE FOR ADHESIVE ATTACHMENT, MECHANICAL ATTACHMENT, OR WELDING ATTACHMENT TO DUCT WITHOUT DAMAGING LINER WHEN APPLIED AS RECOMMENDED BY MANUFACTURER AND WITHOUT CAUSING LEAKAGE IN CABINET. c. LINER MATERIALS SHALL HAVE AIR-STREAM SURFACE INSULATED WITH A MINIMUM 1/2-IN. THICK, MINIMUM 1 1/2 LB DENSITY, FLEXIBLE FIBERGLASS INSULATION BONDED WITH A PHENOLIC BINDER, NEOPRENE COATED ON THE AIR SIDE. d. /,1(5 $'+(6,9( &203/< :,7+ $670¬&¬ 7<3(¬, B. CURB HEIGHT: 14 INCHES TYPICAL. PROVIDE 24 INCH CURB IN AREAS WITH EXPECTED HEAVY SNOWFALL. 14390 CLAY TERRACE BLVD re d CARMEL, INDIANA 46032 WPG007 SPACE F30A - LANDLORD IMPROVEMENTS PROJECT NUMBER: SHEET: FOR WASHINGTON PRIME GROUP 180 EAST BROAD STREET, COLUMBUS, OH 43215 ISSUE DATE PERMIT FEB. 01, 2018 COPYRIGHT 2018. ALL DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF RED ARCHITECTURE + PLANNING LLC AND MAY NOT BE USED, DUPLICATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. M3.2 2/9/2017 7:59 PM 04/25/18 Nick Mishler ARRANGEMENTS UP TO THE TIME OF ROUGH-IN WITHOUT ADDITIONAL COSTS TO THE OWNER. 4. THE DRAWINGS AND SPECIFICATION ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIALS OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED EVEN THOUGH NO MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK AND WHICH IS USUALLY INCLUDED IN WORK OF A SIMILAR CHARACTER SHALL BE FURNISHED UNDER THIS CONTRACT. E. CLEANING UP 1. UNLESS OTHERWISE NOTED, ALL EXCESS MATERIALS AND DEBRIS CAUSED BY THIS WORK SHALL BE COME THE PROPERTY OF THE CONTRACTOR AND PROMPTLY BE REMOVED FROM THE SITE. ALL FIXTURES AND EQUIPMENT INSTALLED SHALL BE THOROUGHLY CLEANED WEEKLY. ALL MOTORS AND EQUIPMENT SHALL BE COVERED OR OTHERWISE PROTECTED FORM CONSTRUCTION DUST AND DEBRIS. NO EQUIPMENT OTHER THAN THOSE DESIGNED TO ARE TO BE EXPOSED TO INCLEMENT WEATHER. TOUCH UP ALL SCRATCHES AND REPAIR ANY DENTS IN EQUIPMENT. F. CUTTING AND PATCHING 1. CUTTING FOR OPENINGS, WHEN NECESSARY, SHALL BE DONE BY THIS CONTRACTOR WITH SUCH TOOLS AND METHODS AS TO PREVENT UNNECESSARY DAMAGE TO SURROUNDING AREAS OR EQUIPMENT. 2. FILL SPACE IN ALL AREAS PACKING WHERE REQUIRED TO MAINTAIN FIRE RATING, OPENINGS SHALL BE TEMPORARILY FIRE STOPPED UNTIL PERMANENT FIRE STOPPING IS DONE. THIS INCLUDES HOLES LEFT DUE TO REMOVAL OF PIPING. 3. PATCHING SHALL MATCH EXISTING SURFACES IN KIND AND FINISH, AND SHALL BE DONE BY THE GENERAL CONTRACTOR. 4. NO STRUCTURAL MEMEBER WILL BE CUT INTO WITHOUT THE EXPRESSED PERMISSION THE OWNER'S REPRESENTATIVE. G. GUARANTEE 1. ALL LABOR AND MATERIALS FURNISHED UNDER THIS CONTRACT SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FORM THE DATE OF FINAL ACCEPTANCE BY THE OWNER WHICH WILL COMMENCE UPON THE FINAL INSPECTION BY THE ENGINEER. DURING THIS TIME, ALL LEAKS, CORRECTION OF ALL THE FAILURES TO SUCH MATERIAL AND THE CORRECTION OF ALL DISCREPANCIES WITH THE PLUMBING CODE, THE CONTRACT DRAWINGS, AND THE PROJECT SPECIFICATIONS SHALL BE DONE UNDER THIS CONTRACT AT NO ADDITIONAL EXPENSE TO THE OWNER. H. EXCAVATION AND BACKFILL 1. THIS CONTRACTOR SHALL EXCAVATE AND BACKFILL ALL TRENCHES AND OTHER EXCAVATIONS REQUIRED FOR LAYING DRAINS, SEWERS, APPURTENANCES AND OTHER EXCAVATIONS REQUIRED FOR HIS WORK. 2. EARTH FILL: SOIL AS APPROVED BY THE OWNER'S REPRESENTATIVE, FREE OF ORGANIC SOIL, SOD, ROOTS, WOOD, METAL, RUBBISH, DEBRIS, LUMPS OR EXCESSIVE AMOUNTS OF CLAY AND ROCKS GREATER THAN 2" IN DIAMETER; CAPABLE OF BEING COMPACTED INTO DENSE AND STABLE CONDITIONS AS SPECIFIED. 3. ALL UNDERGROUND PIPING SHALL BE INSTALLED ON A MINIMUM OF A 3" BED OF COMPACTED SAND. ALL UNDERGROUND PIPING SHALL BE BACKFILLED BY HAND TO A LEVEL OF 6" ABOVE THE PIPE WITH CLEAN SAND. ALL BACKFILL SHALL BE MADE IN LIFTS NOT TO EXCEED 12". EACH LIFT SHALL BE MECHANICALLY COMPACTED TO A MINIMUM OF 92% MODIFIED PROCTOR. 4. PROTECT ALL UTILITIES SHOWN ON DRAWINGS OR ENCOUNTERED IN THE CONSTRUCTION WORK. ANY DAMAGE TO UTILITIES SHALL BE REPAIRED BY THIS CONTRACTOR TO OWNER'S SATISFACTION, WITHOUT COST TO THE OWNER. 5. THIS CONTRACTOR SHALL REMOVE ANY UNUSABLE OF SURPLUS EXCAVATED MATERIAL FROM THE SITE. I. RECORD DRAWINGS 1. THIS CONTRACTOR SHALL KEEP AN ACCURATE RECORD OF ALL DEVIATIONS FROM CONTRACT DRAWINGS AND SPECIFICATIONS. HE SHALL NEATLY AND CORRECTLY ENTER IN COLORED PENCIL ANY DEVIATIONS ON THE BLUE PRINTS OR BLUE LINE DRAWINGS. AT COMPLETION OF THE PROJECT DELIVER DRAWINGS TO OWNER'S REPRESENTATIVE. PERMITS AND FEES 1. THE PLUMBING CONTRACTOR SHALL APPLY FOR AND PAY ANY REVIEW INSPECTION, PERMIT, LICENSE, TESTING AND/OR OTHER SERVICE FEES REQUIRED BY ALL REVIEW/INSPECTION/APPROVAL AUTHORITIES IN CONNECTION WITH THE WORK UNDER THIS CONTRACT. 2. ALL WORK SHALL ALSO BE INSTALLED IN ACCORDANCE WITH REGULATIONS OF THE FIRE UNDERWRITERS HAVING JURISDICTION AND LOCAL UTILITIES. CONTRACTOR SHALL ALSO SECURE ANY PERMITS OR PAY ANY FEES TO THE LOCAL UTILITY COMPANIES FOR THE WORK REQUIRED. PRODUCTS GENERAL 1. WHERE ITEMS/ELEMENTS ARE INDICATED HEREIN TO BE LISTED/APPROVED. THE INTENT OF THE SPECIFICATION IS THAT SAID ITEM/ELEMENT SHALL BE LISTED BY ALL APPLICABLE MATERIAL/CONSTRUCTION STANDARDS, AND SUBJECT TO FINAL APPROVAL (INCLUDING METHODS OF INSTALLATION) BY ALL REVIEW/INSPECTION/APPROVAL AUTHORITIES. 2. UNLESS INDICATED OTHERWISE, ALL PLUMBING CONTRACT ITEMS/ELEMENTS (PIPE, FITTINGS, VALVES, SPECIALTIES, FIXTURES, EQUIPMENT, ETC.) MATERIALS, CONSTRUCTION, PERFORMANCE, TESTING AND METHODS OF INSTALLATION TO BE AS LISTED/APPROVED BY ALL APPLICABLE MATERIAL/ CONSTRUCTION/ INSTALLATION STANDARDS FOR SAME, AND BE IN ACCORDANCE WITH THE REQUIREMENTS OF ALL REVIEW/INSPECTION/ APPROVAL AUTHORITIES. THIS INCLUDES, BUT IS NOT LIMITED TO, THE STANDARDS AND AUTHORITIES REFERENCED IN THIS SPECIFICATION. IN THE ABSENCE OF SUCH STANDARDS AND/OR REQUIREMENTS, THE ITEM/ELEMENTMANUFACTURER'S RECOMMENDATIONS, AS CONFIRMED BY THE PLUMBING CONTRACTOR IN ADVANCE, SHALL BE FOLLOWED. 3. UNLESS INDICATED OTHERWISE, ALL PLUMBING PIPING SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN REGARD TO MATERIALS, CONSTRUCTION, DIMENSIONS/TOLERANCES, TYPE OF SERVICE/TRANSMISSION MEDIUM (WATER, AIR, GAS, ETC.) AND METHODS OF INSTALLATION (AS APPLICABLE), AND SHALL BE SO LISTED. FINAL APPROVAL FOR USE IS SUBJECT TO THE REQUIREMENTS OF THE REVIEW AND INSPECTION AUTHORITIES: a. CAST IRON PIPE, FITTINGS AND JOINING METHODS; PER APPLICABLE ASTM/ANSI/ASME/CISPI STANDARDS. b. COPPER/COPPER ALLOY/BRASS PIPE/TUBE, FITTINGS AND JOINING METHODS; PER APPLICABLE ASTM/ANSI/ASME STANDARDS. IN ADDITION, WHERE UTILIZED FOR POTABLE WATER SERVICE, ALL ELEMENTS SHALL BE PER APPLICABLE NSF STANDARDS. 4. ALL PLUMBING CONTRACT ITEMS/ELEMENTS SHALL HAVE THE MANUFACTURER'S MARK OF NAME AND THE QUALITY OF THE PRODUCT OR IDENTIFICATION OF SAME CAST, EMBOSSED, STAMPED OR INDELIBLY MARKED ON EACH ITEM/ELEMENT IN ACCORDANCE WITH THE STANDARDS UNDER WHICH THEY ARE ACCEPTED AND APPROVED PER APPLICABLE CODE(S). 5. PLUMBING UTILITY CONNECTIONS PROVIDE FOR ITEMS OR ELEMENTS NOT INCLUDED IN THE PLUMBING CONTRACT. a. UNLESS INDICATED OTHERWISE, THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAPS AND STOPS (AS APPLICABLE) AS REQUIRED FOR ITEMS FURNISHED UNDER SEPARATE CONTRACT. THIS INCLUDES ITEMS WITH CONNECTIONS BY THE PLUMBING CONTRACTOR OR WITH CONNECTIONS UNDER SEPARATE CONTRACT. b. UNLESS INDICATED OTHERWISE, FIXTURE TRAPS ABOVE FLOOR SLAB CONNECTED TO THE SANITARY WASTE SYSTEM SHALL BE CAST BRASS P-TRAPS WITH INTEGRAL CLEANOUT. P-TRAPS BELOW FLOOR SLAB TO BE CAST IRON, LESS CLEANOUT. SEE DRAWINGS FOR SIZES. c. UNLESS INDICATED OTHERWISE, FIXTURE TRAPS CONNECTED TO WASTE OR DRAIN SYSTEMS OTHER THAN THE SANITARY WASTE SYSTEM SHALL BE OF THE SAME MATERIAL AND CONSTRUCTION TYPE AS THE ASSOCIATED PIPING SYSTEM. P-TRAPS TO BE PROVIDED AS INDICATED ON THE DRAWINGS. d. UNLESS INDICATED OTHERWISE, SUPPLY ROUGH-INS TO BE FURNISHED WITH ACCESSIBLE SHUT OFFS AT CONNECTIONS POINTS. SHUT OFFS AT SUPPLY ROUGH-INS FOR FIXTURES (SINKS, LAVATORIES, ETC.) TO BE ANGLES TYPE COMPRESSION STOPS. SHUT OFFS AT SUPPLY ROUGH-INS FOR EQUIPMENT OF OTHER ELEMENTS TO BE IN-LINE VALVES AS SPECIFIED FOR INDIVIDUAL SERVICES. e. UNLESS INDICATED OTHERWISE, WHERE CONNECTION ELEMENTS DESCRIBED HEREIN ARE EXPOSED IN LOCATIONS OTHER THAN THE RESTRICTED ACCESS UTILITY OR MAINTENANCE AREAS, ALL METALLIC COMPONENTS TO BE FURNISHED WITH A POLISHED CHROME FINISH. WALL OR OTHER STRUCTURE PIPING PENETRATIONS AT THESE LOCATION TO BE PROVIDED WITH POLISHED CHROME FINISH ESCUTCHEONS. EXECUTION GENERAL 1. WHERE STANDARDS, CODES OR GUIDELINES ARE REFERENCED HERIN AND THROUGHOUT THE PLUMBING CONTRACT DOCUMENTATION, INCLUDING PLANS AND SPECIFICATIONS, THE LATEST VERSION/EDITION SHALL BE APPLIED, UNLESS THE BUILDING CODE REFERENCES ANOTHER VERSION/EDDITION, WHICH SHALL TAKE PRECEDENCE. 2. REFER TO PROJECT DOCUMENTATION FURNISHED WITH THE COMPLETE CONSTRUCTION PACKAGE IN ADVANCE OF WORK FOR OVERALL COORDINATION AND VERIFICATION OF REQUIREMENTS AT WORK OF OTHER TRADES RELATING TO, INTERFACING WITH, AND/OR IMPACTING WORK IN THE PLUMBING CONTRACT. THIS INCLUDES EXACT LOCATIONS, QUANTITIES, PHYSICAL SIZES, ROUGH-IN DETAILS, PIPE ROUTING, CONNECTION SIZES, ETC., FOR ITEMS INCLUDING BOTH IN THE PLUMBING CONTRACT AND UNDER SEPARATE CONTRACT. COORDINATE INSTALLATION AND INTERFACE REQUIREMENTS WITH THE APPROPRIATE CONTRACTOR(S) IN ADVANCE OF WORK. 3. INCLUDE ANY MINOR DETAILS, ITEMS AND/OR ELEMENTS ESSENTIAL TO NECESSARY APPROVALS AND SUCCESSFUL OPERATION IN ADDITION TO THE ITEMS SPECIFIED HEREIN AND SHOWN ON THE DRAWINGS. 4. SEE GENERAL "PLUMBING NOTES" ON DRAWINGS FOR ADDITIONAL CONDITIONS AND REQUIREMENTS RELATIVE TO THE PLUMBING CONTRACT. 5. PLUMBING ITEMS AND ELEMENTS SHALL BE INSTALLED WITH DUE REGARD TO PRESERVATION OF THE STRENGTH OF STRUCTURAL MEMBERS AND PREVENTION OF DAMAGE TO WALLS, SURFACES AND OTHER STRUCTURES THROUGH INSTALLATION, BEARING SUPPORT OF SUBSEQUENT USAGE OF PLUMBING ITEMS AND ELEMENTS. NO FRAMING OR OTHER SUPPORT STRUCTURE SHALL BE CUT, NOTCHED OR BORED IN EXCESS OF LIMITATIONS SPECIFIED IN THE BUILDING CODE, OR BY THE MANUFACTURER OF THE FRAMING OR OTHER SUPPORT STRUCTURE, AS CONFIRMED IN ADVANCE OF WORK BY THE PLUMBING CONTRACTOR. SLEEVES 1. SLEEVE MATERIAL: BLACK STEEL PIPE, MACHINE CUT, LARGE ENOUGH TO ALLOW 1/4" CLEARANCE ALL AROUND PIPE AND PIPE COVERING. USE MACHINE CUT COPPER SLEEVES FOR NON-INSULATED COPPER PIPE. 2. SLEEVES IN PARTITIONS TO HAVE LENGTH EQUAL TO THE THICKNESS OF FINISHED PARTITIONS. SLEEVES IN FLOORS OF FINISHED AREAS TO PROJECT 2" ABOVE THE FINISHED FLOOR. SLEEVES IN FLOORS OF NON-FINISHED AREAS TO PROJECT 2" ABOVE THE FINISHED FLOOR. FILL SPACE BETWEEN PIPE AND SLEEVES INTO EXPOSED AREAS WITH SEALING COMPOUND. REAM ALL SLEEVES BEFORE INSTALLING. PLUMBING INSULATION 1. GENERAL a. PROVIDE LISTED INSULATION COVER FOR ALL ITEMS/ELEMENTS AS SPECIFIED HEREIN, AS SHOWN ON DRAWINGS, AND FOR ANY OTHER ITEMS/ELEMENTS REQUIRING SAME. b. INSULATE PIPING AND ASSOCIATED ACCESSORIES AND APPURTENANCES INCLUDING IN THE FOLLOWING SYSTEMS: 1. DOMESTIC COLD WATER AND HOT WATER. 2. PRODUCTS a. ALL INSULATING MATERIALS, INCLUDING JACKETS, CEMENTS, ADHESIVES, VAPOR BARRIERS, ETC., SHALL BE U.L. LISTED, WITH A FLAME SPREAD RATING NOT TO EXCEED 25, AND A SMOKE DEVELOPMENT RATING NOT TO EXCEED 50. ALL EXTERIOR FINISHES SHALL HAVE A MINIMUM SERVICE TEMPERATURE LIMIT (FSTM 70) OF MINUS 50 TO 220 DEGREES F. b. MOLDED PLASTIC FITTING COVERS SHALL BE U.L. LISTED WITH A FLAME SPREAD RATING NOT TO EXCEED 25, AND A SMOKE DEVELOPMENT RATING NOT TO EXCEED 50. c. INSULATED THICKNESS IS BASED ON INSULATION HAVING THERMAL RESISTANCE IN THE RANGE OF 4.0 HR F. FT2/BTU TO 4.6 HR F. FT2/BTU PER INCH OF THICKNESS ON A FLAT SURFACE AT A MEAN TEMPERATURE OF 75 DEGREES F. MINIMUM INSULATION THICKNESS SHALL BE INCREASED FOR MATERIALS HAVING R VALUES LESS THAN 4.0 OR MAY BE REDUCED FOR MATERIALS HAVING R VALUES GREATER THAN 4.6 TO GIVE EQUIVALENT "R" VALUES. d. PIPE COVERS SHALL BE SIMILAR TO JOHNS MANVILLE "MICRO-LOK" GLASS FIBER INSULATION, RATED FOR 850 DEGREES F. WITH A FACTORY APPLIED AP-T ALL-PURPOSE SELF-SEALING VAPOR BARRIER JACKET. BUTT STRIPS SHALL BE MINIMUM 3" WIDE, AND OF SAME MATERIAL AS JACKET. EQUAL MATERIALS, INCLUDING THICKNESS AND CONDUCTIVITY RATINGS/LISTINGS. AS MANUFACTURED BY OWENS CORNING, KNAUF OR MANSON MAY BE FURNISHED, AT THE CONTRACTOR'S OPTION. WHERE INSULATION THICKNESS IS INDICATED FOR COVER HEREIN. IT IS NOMINAL THICKNESS REQUIRED THICKNESS. e. ALL CEMENTS, ADHESIVES, FINISHES, AND ASSOCIATED MATERIALS SHALL BE SIMILAR TO THAT PROVIDED BY FOSTER. EQUAL MATERIALS AS PROVIDED BY CHILDERS OR VIMASCO MAY BE FURNISHED AT THE CONTRACTOR'S OPTION. f. LONGITUDINAL LAP JOINTS AND BUTT STRIPS FOR GLASS FIBER PIPING INSULATION SHALL BE SECURED WITH STAPLES ON THREE (3) INCH CENTERS, AND SEALED WITH AN APPROVED VAPOR BARRIER ADHESIVE WHERE APPLICABLE. STAPLES ARE NOT REQUIRED WHEN INSULATION UTILIZES A "DOUBLE" ADHESIVE SELF-SEALING SYSTEM. 3. EXECUTION a. COVER DOMESTIC COLD WATER AND HOT WATER PIPING WITH 1" THICKNESS GLASS FIBER PIPE INSULATION. b. ALL APPURTENANCES AND ACCESSORIES SUCH AS VALVES, FLANGES, UNIONS, ETC. INSTALLED IN REFERENCED PIPING SHALL BE WRAPPED WITH FULL THICKNESS INSULATION AND COVERED WITH A LISTED MOLDED PLASTIC FITTING COVER, OR AN OPEN MESH GLASS CLOTH SHALL BE FIRE RESISTANT MASTIC. c. USE 12" LONG SECTIONS OF CALCIUM SILICATE RIGID INSULATION, WITH JACKET SAME AS ADJACENT PIPE COVERING FOR TRANSFER OF SUPPORT TO PIPING AT EACH HANGER, WITHOUT STRESS TO THE PIPE COVERING ASSEMBLY. AT THE CONTRACTOR'S OPTION, AN APPROVED WOOD OR HIGH-DENSITY (20 LB./CU. FT.) FIBERGLASS BLOCK MAY BE SUBSTITUTED FOR THE RIGID INSULATION SECTION. VAPOR BARRIER TO BE MAINTAINED THROUGHOUT. d. ALL APPLICATIONS SHALL BE MADE ON CLEAN, DRY SURFACES WITH ALL JOINTS BUTTED FIRMLY TOGETHER. e. INSULATION MUST RUN CONTINUOUS THROUGH HANGERS, SLEEVES AND WALL FOR ALL COLD WATER AND HOT WATER PIPING. f. INSULATION SHALL NOT BE APPLIED UNTIL GENERAL CONSTRUCTION HAS PROGRESSED SUFFICIENTLY TO MINIMIZE POTENTIAL FOR PHYSICAL OR MOISTURE DAMAGE TO THE COVER ASSEMBLY. ALL DAMAGED COVER SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. g. INSTALL PROTECTIVE SLEEVE ON ALL INSULATED, EXPOSED PIPES PENETRATING THE FLOOR STRUCTURE. h. HANGER RODS MUST BE PERPENDICULAR BEFORE INSULATION IS INSTALLED. BUILDING SOIL, WASTE AND VENT SYSTEM 1. APPLICATIONS FOR SANITARY AND VENT SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: a. SANITARY AND VENT PIPING FROM DESIGNATED POINTS WITH ALL CONNECTIONS. b. DRAINAGE AND VENT PIPING FOR ALL OTHER MISCELLANEOUS SYSTEMS OR EQUIPMENT AS INDICATED ON DOCUMENTS AND AS REQUIRED. c. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SANITARY PIPING FINAL CONNECTIONS AND ALL INDIRECT PIPING FROM EQUIPMENT TO DRAIN TO COMPLETE THE SANITARY WASTE AND VENT PIPING SYSTEM AND TO COMPLETE THE INDIRECT DRAINAGE PIPING SYSTEM TO OPERATE ALL EQUIPMENT AND FIXTURES PROPERLY. 2. SCOPE a. FURNISH A COMPLETE SYSTEM OF INTERIOR SOIL WASTE DRAINAGE (INCLUDES SANITARY AND VENT PIPING) FROM BUILDING FIXTURES, EQUIPMENT, AND ANY OTHER ELEMENTS REQUIRING THE SAME. 3. PRODUCTS a. DRAINAGE WASTE AND VENT (DWV) PIPING TO BE AS FOLLOWS (INCLUDES SANITARY, VENT, STORM & GREASE WASTE): 1. ASTM A 74, CISPI HS 74 CAST IRON SERVICE WEIGHT HUB AND SPIGOT PIPE AND FITTINGS WITH NEOPRENE GASKETS OR ASTM A 888, CISPI 301 CAST IRON SERVICE WEIGHT HUBLESS PIPE AND FITTINGS WITH ASTM C 1277, CISPI 310 HUBLESS COUPLINGS. HUBLESS COUPLINGS TO BE INSTALLED ABOVE GRADE ONLY. 2. ASTM D 2665, SCHEDULE 40 TYPE 1, GRADE 1 PVC DWV PIPE AND ASTM D 2665, MADE TO ASTM D 3311, FITTINGS WITH ASTM F 656 ADHESIVE PRIMER AND ASTM D 2564 SOCKET SOLVENT SOLDER JOINTS AND CONNECTIONS. PLASTIC PIPING NOT PERMITTED FOR INSTALLATION IN RETURN AIR PLENUMS OR LOCATIONS EXPOSED TO RETURN AIR PLENUMS. 4. EXECUTION a. ALL CAST IRON SOIL PIPE SHALL BE BITUMASTIC COATED INSIDE AND OUTSIDE. ALL CAST IRON PIPING (INCLUDING JOINTS AND CONNECTIONS) SHALL BE INSTALLED IN ACCORDANCE WITH STANDARDS AS SET FORTH BY THE CAST IRON SOIL PIPE INSTITUTE (CSPI). b. AT THE CONTRACTOR'S OPTION, HUBLESS CAST IRON SOIL PIPE MAY BE JOINED BY USING HEAVY DUTY "CLAMP ALL" COUPLINGS IN LIEU OF "NO-HUB" COUPLINGS. COUPLINGS ARE TO BE MADE OF 24 GAUGE TYPE 304 STAINLESS STEEL WITH HI-TORQUE CLAMPS AND NEOPRENE GASKETS. COUPLINGS SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS. c. PLASTIC PIPING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS, WITH PARTICULAR ATTENTION TO REQUIREMENTS FOR JOINING METHODS, SUPPORT, AND ALLOWANCES FOR EXPANSION AND CONTRACTION. PLASTIC PIPING SHALL NOT BE INSTALLED IN ANY RETURN AIR PLENUM OR CHASE THAT IS USED FOR RETURN AIR. d. COORDINATE INSTALLATION WITH STRUCTURE, EXISTING CONDITIONS AND WORK OF OTHER TRADES AT AND ADJACENT TO SOIL, WASTE AND VENT SERVICE PIPING INSTALLATION. DOMESTIC WATER PIPING SYSTEMS 1. GENERAL a. THE DOMESTIC WATER PIPING SYSTEM SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: 1. COLD WATER SUPPLY, HOT WATER SUPPLY. 2. PRODUCTS a. PIPE AND FITTINGS. 1. ABOVE GROUND PIPING UP TO AND INCLUDING 3" SIZE TO BE ASTM B88, ANSI/NSF 61 TYPE L HARD DRAWN COPPER TUBE WITH WROUGHT COPPER FITTINGS AND SOCKET SOLDER JOINTS AND CONNECTIONS. TEE DRILL MECHANICAL SADDLE CONNECTIONS MAY BE UTILIZED FOR BRANCH TAKE-OFFS. PIPING BELOW GRADE 2" DIAMETER AND SMALLER SHALL BE ASTM B88 LISTED/APPROVED TYPE K SOFT COPPER TUBING IN A SINGLE LENGTH WITH NO IN-LINE COUPLINGS OR JOINTS. COMPLETED INSTALLATION TO BE RATED 135 S.W.P AND 400 W.O.G. 2. BALL VALVES 3" SIZE AND SMALLER SHALL BE LEAD-FREE TWO-PIECE BRONZE BODY BALL VALVE, SOLDERED CONNECTIONS, UNION CONNECTION BODY, TEFLON SEATS, FULL PORT WITH BLOW OUT PROOF STEM, ADJUSTABLE PACKING GLAND, CHROME PLATED BRONZE BALL AND LEVER HANDLE LABELED FOR THE SERVICE CONTROLLED. DESIGN FOR 150 S.W.P. AND 400 W.O.G. EQUAL TO APOLLO 70LF SERIES. 3. VALVES BY MILWAUKEE, NIBCO OR WATTS MAY BE FURNISHED AT THE CONTRACTOR'S OPTION. 5. ALL DOMESTIC WATER PIPING SHALL BE CLEAN, FLUSHED AND TESTED PER STATE AND LOCAL HEALTH DEPARTMENT REQUIREMENTS. 6. ALL DOMESTIC WATER PIPING SHALL BE CERTIFIED SAFE FOR HUMAN CONSUMPTION BY A CERTIFIED PROFESSIONAL BY THE STATE OF WEST VIRGINIA (BACTERIAL CERTIFICATION NUMBER) EMPLOYED BY A TESTING LABORATORY THAT STATES THE SYSTEM MEETS THE DEPARTMENT OF HEALTH REQUIREMENTS AND IS APPROVED FOR HUMAN CONSUMPTION. 7. SOLDER AND FLUX MATERIAL SHALL BE CERTIFIED "LEAD FREE" AND LISTED FOR USE WITH POTABLE WATER SYSTEMS. 3. EXECUTION a. ALL PIPING THAT SUPPLIES A FLUSH VALVE, SOLENOID VALVE (OTHER THAN SLOW-CLOSING TYPE) SPRING RETURN OPERATOR OR OTHER QUICK CLOSING TYPE DEVICE SHALL HAVE A SHOCK ABSORBER INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. UNLESS INDICATED OTHERWISE, WHERE MULTIPLE FIXTURES OR EQUIPMENT IN ADJACENT LOCATIONS (SUCH AS WITHIN A CHASE OR OTHER ENCLOSURE) ARE SUPPLIED BY COMMON PIPING MANIFOLD, A PROPERLY SIZED AND INSTALLED SHOCK ABSORBER MAY BE UTILIZED. b. RUN ALL WATER PIPING LEVEL AND CONCEAL WHENEVER POSSIBLE. PIPING TO BE INSTALLED TO ALLOW COMPLETE DRAIN DOWN OF SYSTEM BACK TO MAIN RISER AT BASE OF SYSTEM WHENEVER POSSIBLE. c. COORDINATE INSTALLATION WITH STRUCTURE, SITE CONDITIONS AND WORK OF OTHER TRADES AT AND ADJACENT TO DOMESTIC WATER SERVICE PIPING INSTALLATIONS. 4. FLUSHING AND STERILIZATION a. FLUSH OUT ALL DOMESTIC WATER PIPING SYSTEMS TO REMOVE ALL DIRT AND GREASE FROM PIPING AND EQUIPMENT BEFORE SYSTEMS ARE PLACED INTO OPERATION. CLEAN STRAINERS AFTER EACH FLUSHING UNTIL THE STRAINER REMAINS CLEAN. b. AFTER DOMESTIC WATER LINES ARE ALL INSTALLED, STERILIZE LINES AS PRESCRIBED BY AWWA-C-651. STERILIZATION SHALL BE DONE UNDER IMMEDIATE-ON-THE-JOB SUPERVISION OF A WATER TESTING LABORATORY REGULARLY ENGAGED IN THE SERVICE AND SHALL BE DONE PER THEIR INSTRUCTIONS. ALL FEES FOR TESTING AND TEST EQUIPMENT SHALL BE PAID BY THIS CONTRACTOR. c. FURNISH A CERTIFICATE OF STERILIZATION AND APPROVAL FOR HUMAN CONSUMPTION SIGNED BY A PROFESSIONAL ENGINEER REGISTERED WITHIN THE STATE AND REGULARLY IN THE EMPLOY OF THE TESTING LABORATORY. CERTIFICATION SHALL BE FURNISHED TO THE ARCHITECT/ENGINEER PRIOR TO ANY PAYMENT IS MADE. d. STERILIZATION: CHLORINATING MATERIAL EITHER LIQUID CHLORINE MEETING AWWA STANDARD B301, SODIUM OR CALCIUM HYPOCHLORITE MEETING AWWA STANDARD B300. 6. EXECUTION a. WITH ALL OUTLETS CLOSED, FILL SYSTEM TO WORKING PRESSURE AND CLOSE VALVE AT SUPPLY MAIN. b. A CLEANING SOLUTION CONTAINING NOT LESS THAN 150 PARTS PER MILLION OF CHLORINE SHALL BE INTRODUCED INTO THE SYSTEM. c. EACH OUTLET, HOT AND COLD, SHALL BE TESTED DURING FILL TO PROVE THE PRESENCE OF CHLORINE AT THAT OUTLET AND VALVES AND FAUCETS SHALL BE OPENED AND CLOSED SEVERAL TIMES DURING THE DISINFECTING TIME PERIOD. d. WATER PIPING SYSTEMS SHALL REMAIN FILLED FOR A PERIOD OF 24 HOURS AND EACH OUTLET SHALL BE AGAIN TESTED AND SHALL PRODUCE NOT LESS THAN 100 PARTS PER MILLION OF CHLORINE AT THE END OF THE RETENTION PERIOD. e. ALL OUTLETS SHALL BE OPENED WIDE AND THE MAIN SUPPLY VALVES OPENED. FLUSHING SYSTEM WITH WATER UNTIL THE CHLORINE CONTENT IS NOT GREATER THAN 0.2 PARTS PER MILLION OR UNTIL APPROVED BY THE HEALTH DEPARTMENT. FLUSH DRAIN VALVES. f. AFTER FINAL FLUSHING ALL AERATORS ON PLUMBING BRASS SHALL BE REMOVED, CLEANED AND REINSTALLED. g. STERILIZATION TEST MAY BE PERFORMED AT THE SAME TIME THE PRESSURE TEST IS PLACED ON THE SYSTEM. WATER HAMMER ARRESTORS 1. SIMILAR TO ZURN SHOCKTROL SERIES Z-1700, SIZED AND INSTALLED AS RECOMMENDED BY THE MANUFACTURER FOR SPECIFIC CONDITIONS AT EACH LOCATION. 2. EQUAL SHOCK ABSORBERS AS MANUFACTURED BY J.R. SMITH, JOSAM, SIOUX CHIEF OR PRECISION PLUMBING PRODUCTS MAY BE PROVIDED AT THE CONTRACTOR'S OPTION. DRAINS, CLEANOUTS, AND DRAINAGE SPECIALTIES 1. GENERAL e. FURNISH AND INSTALL DRAINS, CLEANOUTS AND DRAINAGE SPECIALTIES AS INDICTED ON THE DRAWINGS, AND ELSEWHERE AS REQUIRED FOR COMPLETE DRAINAGE, ACCESS AND SPECIAL FUNCTION/OPERATION AT ALL ITEMS/ELEMENTS AND AREAS REQUIRING SAME AND FOR PROPER INTEGRATION WITH THE BUILDING DRAINAGE SYSTEM. f. UNLESS INDICATED OTHERWISE, ALL ITEMS/ELEMENTS AND THEIR COMPONENT PARTS DESCRIBED HEREIN TO BE OF METALLIC CONSTRUCTION WHEN SUCH IS AVAILABLE FOR THE BASE SPECIFIED ITEM/ELEMENT. USE OF PLASTIC, COMPOSITE, OR OTHER NON-METALIC COMPONENTS AND/OR MATERIALS BY LISTED ALTERNATE ITEMS/ELEMENTS IS PROHIBITED. 2. PRODUCTS a. THIS CONTRACTOR MAY, AT HIS OPTION, USE ABS PLASTIC PLUGS IN LIEU OF BRONZE PLUGS WHERE SPECIFIED, EXCEPT ABS PLUGS SHALL NOT BE PERMITTED IN RETURN AIR PLENUMS OR AT EXPOSED LOCATIONS. LOCATION OF THE RETURN AIR PLENUM TO BE CONFIRMED WITH THE HVAC CONTRACTOR. b. EQUAL DRAINS, DRAINAGE SPECIALTIES AND CLEANOUTS AS MANUFACTURED BY ZURN, ZURN LC, JOSAM, SIOUX CHIEF, WATTS, JRS PRODUCTS, OR J.R. SMITH MAY BE FURNISHED AT THE CONTRACTOR'S OPTION. 3. EXECUTION a. PROVIDE A COMPATIBLE FASTENING ASSEMBLY WITH INTERNAL SECONDARY DRAINAGE FLANGE AND WEEPHOLES FOR ALL ITEMS SPECIFIED HEREIN BEING INSTALLED IN STRUCTURES HAVING A WATER PROOF MEMBRANE, FLASHING, VAPOR BARRIER, OR SIMILAR ELEMENT PROVIDED UNDER SEPARATE CONTRACT. INSTALLATION CONDITIONS TO BE VERIFIED FROM ARCHITECTURAL DOCUMENTATION AND COORDINATED WITH THE APPROPRIATE CONTRACTOR. b. COUNTER FLASHING (WHEN REQUIRED) FOR ITEMS SPECIFIED HEREIN IS TO BE COMPATIBLE WITH WATERPROOF MEMBRANE, VAPOR BARRIER, FLASHING, OR SIMILAR ELEMENTS PROVIDED UNDER SEPARATE CONTRACT AT THE INTERFACE POINT. COUNTER FLASHING TO BE PROVIDED AND SET IN PLACE BY THE PLUMBING CONTRACTOR. BUT WILL BE MADE WATERTIGHT BY THE CONTRACTOR INSTALLING THE MEMBRANE, VAPOR BARRIER, FLASHING OR SIMILAR ELEMENTS PROVIDED UNDER SEPARATE CONTRACT. INSTALLATION CONDITIONS TO BE VERIFIED FROM ARCHITECTURAL DOCUMENTATION AND COORDINATED WITH THE APPROPRIATE CONTRACTOR. c. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING ALL DRAINS, CLEANOUTS AND OTHER ITEMS SO NOTED INSTALLED FLUSH AND LEVEL WITH FINISH WALL, FLOOR OR OTHER STRUCTURE AS APPLIES. COORDINATE INSTALLATION WITH CONTRACTOR'S PROVIDING ASSOCIATED STRUCTURE, INCLUDING REQUIRED ELEVATIONS AND DIMENSIONAL LOCATIONS. ITEMS NOT PROPERLY INSTALLED SHALL BE REMOVED AND REPLACED TO THE SATISFACTION OF THE OWNERS' ON-SITE REPRESENTATIVE. d. ALL ITEMS AND ACCESSORIES SPECIFIED HEREIN ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, AND IN ACCORDANCE THE THE REQUIREMENTS OF THE INSPECTION/APPROVAL AUTHORITIES. e. WITH THE EXCEPTION OF CLEANOUTS, ALL ITEMS SPECIFIED ARE TO HAVE CONNECTION SIZE SAME AS CONNECTED PIPING SIZE SHOWN ON THE DRAWINGS, UNLESS DIRECTED OTHERWISE. f. CLEANOUTS ARE TO HAVE OUTLET SIZE, CONNECTION PIPE AND FITTINGS OF SAME SIZE AS SHOWN ON PLANS FOR WASTE/DRAIN PIPING BEING SERVED, UP TO AND INCLUDING 3" SIZE. CLEANOUTS ARE TO HAVE OUTLET SIZE, CONNECTING PIPE AND FITTINGS OF 4" SIZE WHEN SHOWN ON THE DRAWINGS SERVING WASTE/DRAIN PIPING 4" SIZE AND LARGER. g. COORDINATE LOCATIONS OF ITEMS SPECIFIED HEREIN, AND INSTALLED IN OR AT STRUCTURE PROVIDED UNDER SEPARATE CONTRACT, RELATIVE TO FOUNDATIONS, BEAMS AND OTHER STRUCTURE ELEMENTS TO AVOID CONFLICTS. MAKE MINOR ADJUSTMENTS AS REQUIRED FOR PROPER INSTALLATION, CLEARANCE AND ACCESSIBILITY. REFER TO ARCHITECTURAL/STRUCTURAL DOCUMENTATION IN ADVANCE OF WORK AND COORDINATE INSTALLATION WITH THE APPROPRIATE CONTRACTOR. PIPE ANCHORS, HANGERS AND SUPPORTS 1. ALL PIPING SHALL BE SEPARATELY HUNG AND SUPPORTED FROM APPROVED STRUCTURAL MEMBERS OR CONCRETE OVERHEAD STRUCTURE ONLY. NO PIPE SHALL BE HUNG FROM ROOF DECK, PIPE DUCTS, OR OTHER COMPONENTS OR EQUIPMENT OF OTHER TRADES. 2. PROVIDE LISTED/APPROVED ADJUSTABLE HANGERS, INSERTS, BRACKETS, CLAMPS, SUPPLEMENTAL STEEL AND OTHER DEVICES REQUIRED FOR PROPER SUPPORT OF ALL PIPE LINES. 3. HANGERS SHALL BE DESIGNED TO ALLOW FOR EXPANSION AND CONTRACTION AND TO ALLOW INSULATION (WHERE APPLICABLE) TO RUN CONTINUOUSLY THROUGH HANGERS. 4. WIRE OR STRAP HANGERS ARE NOT PERMITTED. ADJUST HANGERS SO AS TO DISTRIBUTE WEIGHT LOAD EQUALLY ON ATTACHMENTS. 5. USE OF TRAPEZE HANGERS DO NOT PERMIT THE ELIMINATION OF THE PIPING INSULATION TO NOT BE CONTINUOUS THRU THE HANGER. 6. NO PIPE SHALL BE SUPPORTED FROM ANOTHER PIPE. ALL HANGERS SHALL BE PLUMBED BEFORE INSULATION IS APPLIED AND ALL HANGERS SHALL BE DOUBLE NUTTED. ALL HANGERS SHALL MEET LOCAL CODE REQUIREMENTS. ALL PLASTIC PIPE SHALL BE INSTALLED AND SUPPORTED PER MANUFACTURERS INSTRUCTIONS. PLUMBING FIXTURES 1. GENERAL a. FURNISH AND INSTALL ALL PLUMBING FIXTURES AND ASSOCIATED ACCESSORIES AS SPECIFIED HEREIN AT LOCATIONS INDICATED ON THE DRAWINGS. FIXTURES TO BE PROVIDED FREE OF DEFECTS AND SET IN A NEAT, FINISHED AND UNIFORM MANNER. b. WHERE FIXTURES ARE INDICATED TO BE HANDICAP ACCESSIBLE, INSTALL AS DIRECTED HEREIN AND IN COMPLIANCE WITH THE CODES AND GUIDELINES REFERENCED. 2. PRODUCTS a. PLUMBING FIXTURES, TRIM, FITTINGS, ACCESSORIES, APPURTENANCES, ETC. NOT INCLUDED HEREIN ARE AS SPECIFIED ON PLAN. b. CHINA PLUMBING FIXTURES AND ACCESSORIES AS MANUFACTURED BY SLOAN. c. BATTERY POWERED, SENSOR ACTIVATED FAUCETS AND ACCESSORIES AS MANUFACTURED BY SLOAN. d. SEATS FOR WATER CLOSETS AS MANUFACTURED BY BEMIS, CHURCH, OR OLSONITE MAY BE FURNISHED AT THE CONTRACTOR'S OPTION. ALL SEATS ARE TO BE FURNISHED WITH SELF-SUSTAINING STAINLESS STEEL CHECK HINGES UNLESS NOTED OTHERWISE. e. EQUIVALENT FIXTURE CARRIERS AS MANUFACTURED BY ZURN, JOSAM, J. R. SMITH, MIFAB, OR WATTS MAY BE FURNISHED AT THE CONTRACTOR'S OPTION. f. UNLESS INDICATED OTHERWISE, ALL EXPOSED METALLIC PARTS, PIPING, TRIM, FITTINGS, ACCESSORIES, APPURTENANCES, ETC, ASSOCIATED WITH PLUMBING FIXTURES SHALL BE POLISHED CHROME FINISH WHEN AVAILABLE. PROVIDE POLISHED CHROME PLATED BRASS ESCUTCHEONS ON PIPING AT ALL EXPOSED STRUCTURE PENETRATIONS (WALLS, FLOORS, CEILINGS, CASEWORK, ETC,) AND AT ALL FIXTURE CONNECTIONS. g. AT ALL HANDICAP ACCESS LAVATORIES AND/OR SINKS WITH EXPOSED SUPPLY AND DRAIN PIPING BELOW, PROVIDE PRE-FABRICATED CLOSED CELL VINYL INSULATION/COVER ASSEMBLIES WITH SEAMLESS PVC JACKET FOR ALL SUPPLY (FULL RANGE OF HOT, COLD AND TEMPERED) AND DRAIN PIPING. ASSEMBLY TO BE SIMILAR TO MCGUIRE PRO-WRAP SERIES, OFFSET DRAINS (IF USED) TO BE PROVIDED WITH COVER ASSEMBLIES SPECIFICALLY DESIGNED FOR SAME. ASSEMBLIES TO BE LISTED BY MANUFACTURER AS HANDICAP ACCESS COMPLIANT. 3. EXECUTION a. PROVIDE INDIVIDUAL ACCESSIBLE STOP VALVES ON ALL FIXTURES AND EQUIPMENT SUPPLY PIPING. b. INSTALL ALL FIXTURES ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. c. MOUNTING HEIGHTS OF FIXTURES AS ASSOCIATED EQUIPMENT AS INDICATED ON ARCHITECTURAL DRAWINGS. d. JOINTS FORMED WHERE FIXTURES COME INTO CONTACT WITH WALLS OF FLOORS SHALL BE SEALED WATERTIGHT WITH AND APPROVED SEALING COMPOUND, COORDINATE INSTALLATION AND COLOR WITH THE CONSTRUCTION MANAGER. 04/25/18 Nick Mishler T.O. STUD METAL STUDS T.O. METAL STUD PARTITION, REFER TO WALL BRACING LEGEND ABOVE WALL BRACING AS REQUIRED FULL WIDTH SOUND BATT INSULATION 14390 CLAY TERRACE BLVD re d CARMEL, INDIANA 46032 WPG007 SPACE F30A - LANDLORD IMPROVEMENTS PROJECT NUMBER: SHEET: FOR WASHINGTON PRIME GROUP 180 EAST BROAD STREET, COLUMBUS, OH 43215 ISSUE DATE PERMIT FEB. 01, 2018 COPYRIGHT 2018. ALL DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF RED ARCHITECTURE + PLANNING LLC AND MAY NOT BE USED, DUPLICATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. A8.1 2/28/2017 11:17 AM ALL LOCKABLE DOORS SHALL BE EQUIPPED WITH REMOVABLE CORE HARDWARE, MANUFACTURED BY "SCHLAGE". HARDWARE TO BE SUPPLIED FROM THE MANUFACTURER WITH "SCHLAGE" REMOVABLE CORE CYLINDERS WITH CONSTRUCTION MASTER-KEYING. DOOR HARDWARE SCHEDULE HARDWARE SET #1 - ENTRY QTY. DESCRIPTION MANUFACTURER NUMBER FINISH 3 EA. HINGES IVES 5BB1 4.5 x 4.5 652 1 EA. SURFACE BOLT IVES SB453 8" TB 652 1 EA. ENTRANCE/OFFICE LOCK SCHLAGE ND50HD RHO 626 1 EA. WALL STOP IVES WS33 626 NO. LOCATION DOOR SIZE MATERIAL ELEV. HARDWARE SET FRAME MATERIAL ELEV. DETAILS HEAD JAMB RATING NOTES FINISH PROFILE FINISH NOTES: 1. ALL DOOR LOCKSETS / PASSAGE SETS SHALL BE OF THE LEVER HANDLE TYPE. HARDWARE SHALL BE MOUNTED NO HIGHER THAN 48" ABOVE FINISHED FLOOR (MOUNTED BETWEEN 44" TO 48"). PROVIDE LEVER HANDLE AT ALL HANDICAPPED ACCESSIBLE DOORS. MAXIMUM PULL FORCES FOR INTERIOR DOORS TO BE 5.0 LBS FORCE. MAXIMUM PULL FORCES FOR EXTERIOR DOORS TO BE 15.0 LBS FORCE. 2. PER ADAAG 4.16.6 - MINIMUM MANEUVERING CLEARANCE AT DOORS THAT ARE NOT AUTOMATIC OR POWER-ASSISTED / FOR FRONT APPROACHES TO PUSH SIDE OF DOORS, NOT EQUIPPED WITH LATCH AND CLOSER SHALL HAVE MANEUVERING SPACE THAT IS THE SAME WIDTH AS DOOR OPENING AND EXTENDS 48-INCHES MINIMUM PERPENDICULAR TO THE DOORWAY. DOORS WILL BE PROVIDED WITH 36" X 48" MANEUVERING CLEARANCE ON PUSH SIDE WHEN NOT EQUIPPED WITH LATCH AND CLOSER. AT PULL SIDE OF DOOR, 18-INCH EXTENSION BEYOND LATCH SIDE OF DOOR IS PROVIDED. 3. VERIFY ALL ROUGH OPENING SIZES AND REQUIREMENTS WITH DOOR MANUFACTURER. 4. INTERIOR SOLID CORE WOOD DOORS TO BE BIRCH VENEER PAINT GRADE. PAINT WOOD DOORS SEMI-GLOSS AS SCHEDULED. 5. PROVIDE SOLID F.R.T. WOOD BLOCKING WITHIN STUD WALL FRAMING ADJACENT TO STRIKE PLATE. BLOCKING TO EXTEND MIN. 12" ABOVE AND BELOW STRIKE PLATE. 6. ALL LOCKSETS TO BE PROVIDED WITH REMOVABLE CONSTRUCTION CORE CYLINDERS SUPPLIED BY HARDWARE MANUFACTURER. CONTRACTOR TO PROVIDE OWNER WITH PERMANENT CORE CYLINDERS FOR MASTER KEYING BY CONTRACTOR AT THE COMPLETION OF THE PROJECT. 7. ALL HARDWARE TO COMPLY W/ THE LATEST REQUIREMENTS OF ADAAG/ANSI. 8. KEYING SEQUENCE TO BE COORDINATED W/ OWNER'S PROPERTY MANAGER. 9. PAINT FRAME AND DOOR TO MATCH MALL STANDARDS. DOOR AND FRAME SCHEDULE SILL 100 ENTRY EXISTING 1 EXISTING A8.1 DOOR ELEVATION 1/4" = 1'-0" 1 A8.1 FRAME ELEVATION 1/4" = 1'-0" 2 A8.1 FRAME PROFILE 3" = 1'-0" 3 A8.1 DOOR HEAD DETAIL 1" = 1'-0" 4 A8.1 DOOR JAMB DETAIL 1" = 1'-0" 5 A8.1 DOOR JAMB SILL 1" = 1'-0" 6 101 RESTROOM 3'-0" x 7'-0" x 1 3/4" 1/A8.1 SOLID CORE WOOD PAINT 2 3/A8.1 K.D.H.M. PAINT 2/A8.1 4/A8.1 5/A8.1 6/A8.1 --- --- --- HARDWARE SET #2 - RESTROOM QTY. DESCRIPTION MANUFACTURER NUMBER FINISH 3 EA. HINGES IVES 5BB1 4.5 x 4.5 652 1 EA. PRIVACY LOCK SCHLAGE S219OD-JUP 200 SERIES NICKEL 2 EA. WALL STOP IVES WS33 626 2 EA. SILENCER IVES SR64 GRY 1 EA. CLOSER LCN 4010 ALUM DOOR SCHEDULE AND DETAILS A8.1 EXTERIOR WALL DETAIL 1" = 1'-0" 7 A8.1 WALL SECTION 1/2" = 1'-0" 8 04/25/18 Nick Mishler ELEVATION 1/4" = 1'-0" 4 A1.2 ELEVATION 1/4" = 1'-0" 5 14390 CLAY TERRACE BLVD re d CARMEL, INDIANA 46032 WPG007 SPACE F30A - LANDLORD IMPROVEMENTS PROJECT NUMBER: SHEET: FOR WASHINGTON PRIME GROUP 180 EAST BROAD STREET, COLUMBUS, OH 43215 ISSUE DATE PERMIT FEB. 01, 2018 COPYRIGHT 2018. ALL DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF RED ARCHITECTURE + PLANNING LLC AND MAY NOT BE USED, DUPLICATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. A1.2 2/10/2017 10:58 AM A1.2 ENLARGED RESTROOM PLAN 1/2" = 1'-0" 1 MARK DESCRIPTION/MANUFACTURER NOTES 1 TOILET PAPER DISPENSER - BOBRICK B-6857 MOUNT AT 24" A.F.F. TO CENTERLINE FURTHER EDGE 36" FROM REAR WALL 2 GRAB BAR - 42" LONG, 1 1/4"-1 1/2" DIA., BOBRICK B-6206x42 MOUNT 12" FROM REAR WALL 33" - 36" A.F.F. 3 GRAB BAR - 36" LONG, 1 1/4"-1 1/2" DIA., BOBRICK B-6206x36 MOUNT 6" FROM SIDE WALL 33" - 36" A.F.F. 4 FRAMED 1/4" MIRROR - 24" WIDTH X 36" HIGH BOBRICK B-294 MOUNT WITH BOTTOM OF REFLECTIVE SURFACE AT 40" A.F.F. 5 WALL MOUNTED SOAP DISPENSER BOBRICK B-4112 6 MOUNT TOP OF UNIT AT 4'-1" A.F.F. SURFACE MOUNTED PAPER TOWEL DISPENSER BOBRICK B-4262 7 8 MOUNT TOP OF UNIT AT 5'-8" A.F.F. TOILET ROOM ACCESSORIES GRAB BAR - 18" LONG, 1 1/4"-1 1/2" DIA., BOBRICK B-6206x18 MOUNT CENTERLINE OF BOTTOM RAIL 39" - 41" A.F.F. SANITARY NAPKIN DISPOSAL (WOMEN'S ONLY) BOBRICK B-353 MOUNT PER MANUFACTURER'S SPECIFICATIONS REFER TO SHEET G0.3 FOR ADDITIONAL INFORMATION ON ACCESSIBILITY MOUNTING REQUIREMENTS 04/25/18 Nick Mishler EXISTING WALL/PARTITION TO REMAIN NEW WALL/PARTITION FLOOR PLAN CODED NOTE (SEE SCHEDULE ON THIS SHEET) X WALL TYPE TAG (SEE SCHEDULE ON THIS SHEET) XX A. ALL UNMARKED WALLS SHALL BE THE SAME AS THE CLOSEST MARKED WALL TYPE. SEE THIS SHEET FOR WALL/PARTITION SCHEDULE. B. GENERAL CONTRACTOR TO PROVIDE ALL NEW WALLS INDICATED ON FLOOR PLAN. SEE WALL/PARTITION SCHEDULE FOR ALL WALL TYPES. C. ALL EXISTING WALLS AFFECTED BY DEMO WORK TO BE PATCHED AND REPAIRED. PROVIDE ASTM C840 LEVEL 4 FINISH UNLESS NOTED OTHERWISE. D. REFER TO MEP DRAWINGS FOR ADDITIONAL SCOPE OF WORK. GENERAL FLOOR PLAN NOTES ARCHITECTRUAL FLOOR PLN CODED NOTES WALL PARTITION SCHEDULE SYMBOL LEGEND WALL LEGEND X 1. EXISTING STRUCTURAL COLUMN TO REMAIN 2. EXISTING DEMISING WALL. TAPE, SPACKLE, AND SAND AS REQUIRED TO PROVIDE LEVEL 4 FINISH READY TO RECEIVE TENANT SELECTED FINISHES 3. EXISTING ELECTRICAL PANELS AND TRANSFORMER. REFER TO MEP DRAWINGS. 4. ADJACENT SPACE. N.I.C. 5. LEASE LINE 6. EXISTING EXTERIOR SIDEWALK 7. EXISTING STOREFRONT. 8. REMOVE EXTERIOR CERAMIC GLAZED TILE UNER STOREFRONT TO EXTERIOR SHEATHING. INSTALL NEW MASONRY VENEER PER MANUFACTURER'S INSTRUCTIONS. NOTES: 1. FIELD VERIFY ALL DIMENSIONS. DIMENSIONS ARE TO THE FACE SHEATHING UNLESS NOTED OTHERWISE. 2. PROVIDE VERTICAL CONTROL JOINTS AT 30'-0" O.C. MAX. SEE DETAILS 4/A1.2 AND 5/A1.2. 3. ALL PARTITIONS THAT ARE TO BE BUILT TO DECK SHALL INCLUDE ANY STRUCTURE (JOISTS, BEAMS, ETC.) THAT MAY NEED TO BE FRAMED OUT IN ORDER TO PROVIDE DRYWALL TO DECK. ALL PENETRATIONS AND FLUTES IN DECK SHALL BE SEALED AS REQUIRED. 4. PROVIDE A GALVANIZED STEEL SHEET DEEP LEG DEFLECTION TRACK (20 GA.), 'SLP-TRK' BY SLIPTRACK SYSTEMS, INC. AT ALL FRAMING THAT EXTENDS FROM THE SLAB TO THE UNDERSIDE OF THE STRUCTURE ABOVE. SECURE DEFLECTION TRACK TO STRUCTURE WITH FASTENERS AT 2'-0" O.C. MAXIMUM. DO NOT SECURE TRACK TO VERTICAL STUDS. PROVIDE MINIMUM OF 5/8" TO TOP OF METAL STUD. 5. ALL BOTTOM TRACK RUNNERS ARE TO BE HELD IN PLACE WITH FASTENERS AT 2'-0" O.C. MAX WITH HILTI POWER DRIVER ANCHOR ICBO #2388, .0145" DIAMETER SHANK WITH 1 1/8" MINIMUM PENETRATION. SEE DETAILS 4/A1.2 6. PROVIDE HORIZONTAL BRIDGING IN ALL PARTITION FRAMING AT A MINIMUM OF 6'-0" O.C. VERTICALLY. GENERAL CONTRACTOR TO COORDINATE WITH METAL STUD MANUFACTURER TO DETERMINE IF HORIZONTAL BRIDGING IS REQUIRED FOR METAL STUD PARTITION WALLS THAT HAVE GYPSUM BOARD ON BOTH SIDES THAT EXTEND FROM FINISHED FLOOR TO UNDERSIDE OF STRUCTURE ABOVE. 7. METAL STUD NON-STRUCTURAL WALL SYSTEMS ARE TO FOLLOW ASTM C754 & ASTM C645. 8. ALL GYPSUM BOARD IS TO BE 5/8" THICK UNLESS NOTED OTHERWISE. PROVIDE TYPE 'X' GYPSUM BOARD AT ALL FIRE RATED PARTITIONS. 9. TAPE, MUD, AND SAND GYPSUM BOARD SMOOTH READY FOR TENANT FINISHES AT INTERIOR FACE OF ALL GYPSUM BOARD SURFACES. PROVIDE ASTM C840 LEVEL 4 FINISH UNLESS NOTED OTHERWISE. 10. ALL PLYWOOD BLOCKING IS TO BE FIRE RETARDANT TREATED. 11. PROVIDE FIRE SAFING AT ALL PARTITION/FURRING CAVITIES AT CEILING LEVELS OPEN TO CEILING PLENUMS. 12'-0" A.F.F. A1 5/8" GYPSUM BOARD TO 1/2" ABOVE FRAMING 3 5/8" (20 GA) METAL STUDS @ 24" O.C. CONTINUOUS SOUND BATTS 5/8" GYPSUM BOARD TO 1/2" ABOVE FRAMING 8/A8.1 --- DOOR TAG (SEE SCHEDULE ON SHEET 8.1) XXX 14390 CLAY TERRACE BLVD re d CARMEL, INDIANA 46032 WPG007 SPACE F30A - LANDLORD IMPROVEMENTS PROJECT NUMBER: SHEET: FOR WASHINGTON PRIME GROUP 180 EAST BROAD STREET, COLUMBUS, OH 43215 ISSUE DATE PERMIT FEB. 01, 2018 COPYRIGHT 2018. ALL DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF RED ARCHITECTURE + PLANNING LLC AND MAY NOT BE USED, DUPLICATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. A1.1 2/1/2018 9:36 AM A1.1 REFLECTED CEILING PLAN 1/4" = 1'-0" 2 # 1. EXISTING STRUCTURAL COLUMN TO REMAIN. 2. LIGHT FIXTURE. REFER TO ELECTRICAL PLANS. 3. MECHANICAL DIFFUSER. REFER TO MECHANICAL PLANS FOR ADDITIONAL INFORMATION. 4. EXISTING SOFFIT. REFLECTED CEILING PLAN CODED NOTES GENERAL NOTES 1. REFER TO ELECTRICAL DRAWINGS FOR LIGHT DETAILS 2. ALL EMERGENCY FIXTURES, LIGHTS AND STROBES SHALL BE ALIGNED OR CENTERED ON WALLS SYMBOL LEGEND FLOOR PLAN CODED NOTE (SEE SCHEDULE ON THIS SHEET) X X'-X" FINISH HEIGHT TAG NOTE- SEE MECHANICAL AND ELECTRICAL SHEETS FOR ALL FIXTURE SPECIFICATIONS, WIRING, AND POWER REQUIREMENTS. 24" x 24" SUPPLY AIR DIFFUSER (SEE MECHANICAL SHEETS) 24" x 24" RETURN AIR GRILLE (SEE MECHANICAL SHEETS) REFLECTED CEILING PLAN LEGEND ALL MODIFICATIONS TO SPRINKLER SYSTEM/ FIREALARM SYSTEM SHALL BE PERFORMED BY A LICENSED SPRINKLER/ FIRE ALARM CONTRACTOR UNDER A SEPARATE PERMIT AT DISCRETION OF CONTRACTOR 24" X 24" RECESSED TROUGH LIGHT REFER TO ELECTRICAL DRAWINGS 24" X 48" ACOUSTICAL CEILING TILE - ARMSTRONG 1851 DUNE OR APPROVED EQUAL. MARK MANUFACTURER DESCRIPTION NOTES WALL BASE RUBBER FINISH SCHEDULE TBD 4" COVE COLOR: TBD BY TENANT WALLS PT-1 SHERMAN WILLIAMS PAINT COLOR: TBD BY TENANT B-1 WP-1 TBD FRP PANEL COLOR: TBD BY TENANT ARMSTRONG CEILING TILE COLOR: DUNE 1851 CEILING C-1 04/25/18 Nick Mishler MEANS OF EGRESS - INDIANA BLDG CODE (IBC 2006) 1 MEANS OF EGRESS 1 MEANS OF EGRESS MEANS OF EGRESS - REQUIRED EACH SPACE PROVIDED 75'-0" (FULLY SPRINKLERED) 35'-11" MAX COMMON PATH OF TRAVEL ALLOWED PROVIDED FIRE-RESISTANCE RATINGS - (TYPE IIB, SPRINKLERED) EXISTING DEMISING WALLS - 1 HR RATED LEGEND 36" CLEAR FLOOR SPACE DIRECTION OF TRAVEL 14390 CLAY TERRACE BLVD re d CARMEL, INDIANA 46032 WPG007 SPACE F30A - LANDLORD IMPROVEMENTS PROJECT NUMBER: SHEET: FOR WASHINGTON PRIME GROUP 180 EAST BROAD STREET, COLUMBUS, OH 43215 ISSUE DATE PERMIT FEB. 01, 2018 COPYRIGHT 2018. ALL DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF RED ARCHITECTURE + PLANNING LLC AND MAY NOT BE USED, DUPLICATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. G0.3 2/10/2017 10:16 AM G0.3 LIFE SAFETY PLAN 1/4" = 1'-0" 1 04/25/18 Nick Mishler SWING, THE DOOR IS PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. DOOR MAY SWING INTO A REQUIRED WHEELCHAIR TURNING SPACE. PER 2009 ANSI SECTION 603.2.2, AN EXCEPTION IS MADE IN SINGLE OCCUPANCY TOILET ROOMS TO ALLOW DOOR TO SWING INTO THE REQUIRED FIXTURE CLEAR FLOOR OR GROUND SPACE \ WHEN ANOTHER CLEAR FLOOR OR GROUND SPACE IS PROVIDED OUTSIDE THE RADIUS OF THE DOOR SWING TURNING RADIUS 5'-0" MIN . TURNING RADIUS 9" MIN. PLAN FIGURE 604.9.5 (c) ELEVATION ADULT FIGURE 604.9.5 (a) ELEVATION CHILDREN FIGURE 604.9.5 (b) 6" MIN. PARTITION PARTITION 12" MIN. 6" MIN. 48" MAX. 40" MAX. 34" MAX. 29" MAX. 27" MAX. 9" MIN. 17" MIN. 8" MIN. 6" MAX. 17" MIN. 6" MIN. 6" MAX. 48" MAX. 40" MAX. 34" MAX. 29" MAX. 27" MAX. 9" MIN. FIGURE 606.3 30" MIN. 17" MIN. 48" MIN. 19" MAX. 30" MIN. 17" MIN. 48" MIN. 19" MAX. 6" MIN. X = 42" 59" MIN. 6" MIN. 56" 42" MIN. 12" MAX. 4" MAX. OR 55" MIN. 4" MAX. OR 52" MIN. STANDARD STALL FIGURES 604.9.3.1 (a & b) 32" MIN. DOOR 56" MIN. OR 4" MAX. 60" MIN. 16"-18" 36" MIN. 56" MIN. 59" MIN. STANDARD STALL (END OF ROW) FIGURES 604.9.3.1 (c) WALL MOUNTED W.C. X = 42" 69" MIN. FLOOR MOUNTED W.C. 66" MIN. 42" MIN. 12" MAX. AMBULATORY STALL FIGURES 604.10 60" MIN. 56" MIN. 18" MIN. 18" MIN. 36" MIN. 17" - 19" OTHER FIXTURES NOT ALLOWED WITHIN THIS AREA LAV. 33" - 36" REAR WALL FIGURE 604.5.2 1 1/2" PROTRUDING DISPENSER BELOW GRAB BAR SIDE WALL FIGURE 604.4 FIGURE 604.5.1 FIGURE 604.7 (a) FIGURE 604.11.4 (A) MINIMUM CLEAR DIMENSIONAL REQUIREMENTS - INWARD DOOR SWING 7'-2" 16" 52" 60" MIN. WALL HUNG LAVATORY SHADE AREAS = 30" MIN x 48" MIN. CLEAR SPACE FLOOR MOUNTED TANK-TYPE WATER CLOSET (B) MINIMUM CLEAR DIMENSIONAL REQUIREMENTS - OUTWARD DOOR SWING 7'-2" 16" 52" 16"-18" 60" MIN. 6'-3" 56" MIN. 5'-0" MIN . G0.2 SINGLE OCCUPANT TOILET ROOM 1/4" = 1'-0" 1 G0.2 LAV. CLEARANCES 1/4" = 1'-0" 2 G0.2 LAV. CLEAR FLOOR SPACE 1/4" = 1'-0" 3 G0.2 DRINKING FOUNTAINS 1/4" = 1'-0" 5 G0.2 TOILET STALLS 1/4" = 1'-0" 6 G0.2 WATER CLOSET GRAB BARS 1/4" = 1'-0" 9 G0.2 URINAL CLEARANCES 1/4" = 1'-0" 7 G0.2 TOILET STALLS CLEAR HEIGHT 1/4" = 1'-0" 8 G0.2 1/4" = 1'-0" 4 W.C. CLEAR FLOOR SPACE 16"-18" SHADE AREAS = 30" MIN x 48" MIN. CLEAR SPACE 36" MIN. 24" MIN. 12" MIN. 36" BY 36" STALL GRAB BARS AT SHOWER STALL 36" BY 36" STALL SHOWER SIZE AND CLEARANCES SHOWER SEAT DESIGN CONTROL AREA 33" - 36" 38" MAX 48" MAX 18" 36" 36" MIN. 36" MIN. 48' MIN. 23" MAX 1 1/2" MAX 15" MAX FULL DEPTH OF STALL 16" MAX 1 1/2" MAX G0.2 SHOWER REQUIREMENTS 1/4" = 1'-0" 10 BACK SEAT WALL CONTROL WALL CONTROL WALL ADAAG / ANSI DETAILS 14390 CLAY TERRACE BLVD re d CARMEL, INDIANA 46032 WPG007 SPACE F30A - LANDLORD IMPROVEMENTS PROJECT NUMBER: SHEET: FOR WASHINGTON PRIME GROUP 180 EAST BROAD STREET, COLUMBUS, OH 43215 ISSUE DATE PERMIT FEB. 01, 2018 COPYRIGHT 2018. ALL DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF RED ARCHITECTURE + PLANNING LLC AND MAY NOT BE USED, DUPLICATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. G0.2 2/9/2017 8:13 AM 04/25/18 Nick Mishler 36" MIN. 32" MIN. 36" MIN. 32" MIN. 36" MIN. 24" MAX. 48" MIN. 24" MAX. CIRCULAR FIGURE 304.3 (a) T-SHAPED FIGURE 304.3 (b) FIGURE 403.5 32" MIN. HINGED DOOR FIGURE 404.2.2 (a) 32" MIN. SLIDING DOOR FIGURE 404.2.2 (b) FOLDING DOOR FIGURE 404.2.2 (c) DOORWAYS WITHOUT DOORS FIGURE 404.2.2 (d) 36" MIN. 32" MIN. 24" MAX. 60" MIN. 60" MIN. 60" MIN. DOOR WIDTH 48" MIN. 48" MIN. FIGURE 404.2.5 (a) DOOR WIDTH DOOR WIDTH FIGURE 404.2.5 (b) FIGURE 404.2.5 (c) ARC OF DOOR SWING IN FIELD SEE FIGURE 12/A0.2 1/2" MAX. REFUGE AREA OF AREA OF REFUGE 48" MIN. 42" MIN. FIGURE 403.5.1 CLEAR WIDTH AT 180 DEGREE TURN 36" MIN. 180 DEGREE TURN X < 48" X < 48" 180 DEGREE TURN (EXCEPTION) 42" MIN. 36" MIN. 60" MIN. 24" 10" MAX. 48" MAX. 48" MAX. 1'-3" MAX. 34" MAX. 10" MAX. 34" MAX. UNOBSTRUCTED HIGH SIDE REACH FIGURE 308.3.2 (a) UNOBSTRUCTED SIDE REACH FIGURE 308.3.1 10" - 24" MAX. 46" MAX. UNOBSTRUCTED FORWARD REACH FIGURE 308.2.1 UNOBSTRUCTED HIGH FORWARD REACH FIGURE 308.2.2 (a) 48" MIN. UNOBSTRUCTED HIGH FORWARD REACH FIGURE 308.2.2 (b) 15" MIN. 48" MAX. 48" MIN. 48" MIN. > 20"-25" MAX. 44" 48" MAX. PARALLEL APPROACH FIGURE 303.5 (b) PARALLEL APPROACH FIGURE 305.7 (b) FORWARD APPROACH FIGURE 303.5 (a) CLEAR FLOOR SPACE FIGURE 303.5 FORWARD APPROACH FIGURE 305.7 (a) 60" MIN. 18" MIN. 60" MIN. 18" MIN. X > 8" 48" MIN. NOTE : X = 12" IF DOOR HAS BOTH A CLOSER AND LATCH FRONT APPROACH, PULL SIDE FIGURE 404.2.3.2 (a) RECESSED DOOR FRONT APPROACH, PULL SIDE FIGURE 404.2.3.5 (a) FRONT APPROACH, PUSH SIDE FIGURE 404.2.3.2 (b) RECESSED DOOR FRONT APPROACH, PUSH SIDE FIGURE 404.2.3.5 (b) RECESSED DOOR FRONT APPROACH, PUSH SIDE WITH BOTH CLOSER AND LATCH FIGURE 404.2.3.2 (c) HINGE APPROACH, PULL SIDE FIGURE 404.2.3.2 (c & d) NOTE - X = 36" MIN. IF Y = 60" X = 42" IF Y = 54" X > 8" 48" MIN. X > 8" 48" MIN. 12" MIN. 42" Y Y = 42" MIN. 22" MIN. Y = 48" MIN. 24" MIN. 24" MIN. Y = 42" MIN. NOTE - Y = 48" IF DOOR HAS BOTH A CLOSER AND LATCH NOTE - Y = 54" IF DOOR HAS A CLOSER NOTE - Y = 48" IF DOOR HAS A CLOSER HINGE APPROACH, PUSH SIDE FIGURE 404.2.3.2 (e) LATCH APPROACH, PULL SIDE FIGURE 404.2.3.2 (f) LATCH APPROACH, PUSH SIDE FIGURE 404.2.3.2 (g) POCKET / FOLDING DOOR FRONT APPROACH FIGURE 404.2.3.3 (a) POCKET / FOLDING DOOR POCKET OR HINGE APPROACH FIGURE 404.2.3.3 (b) POCKET / FOLDING DOOR STOP OR LATCH APPROACH FIGURE 404.2.3.3 (c) WITHOUT DOOR FRONT APPROACH FIGURE 404.2.3.4 (a) WITHOUT DOOR SIDE APPOACH FIGURE 404.2.3.4 (b) FIGURE 307.2 LIMITS OF PROTRUDING OBJECTS 4" MAX. X > 27" X > 6'-8" 27" - 80" 12" MAX. 12" MAX. FIGURE 307.3 POST-MOUNTED PROTRUDING OBJECTS 27" MAX. X > 12" X > 12" 80" MIN. 1 4" MAX 1/4" MAX 2 1 FIGURE 303.2 VERTICAL CHANGE IN LEVEL FIGURE 303.3 BEVELED CHANGE IN LEVEL FIGURE 703.3.10 HEIGHT OF RAISED CHARACTERS ABOVE FLOOR 48" MIN. 60" MAX. VARIES TACTILE CHARACTERS FIGURE 703.3.11 LOCATION OF SIGNS AT DOORS VARIES - COORD. 18" MIN. 18" MIN. CLEAR FLOOR SPACE, CENTERED ON TACTILE CHARACTERS ϰϱΣ G0.1 MANEUVERING CLEARANCES AT DOORS 1/4" = 1'-0" 1 G0.1 CHANGES IN LEVEL N.T.S. 2 G0.1 PROTRUDING OBJECTS 1/4" = 1'-0" 3 G0.1 CLEAR WIDTH OF AN ACCESSIBLE ROUTE 1/4" = 1'-0" 5 G0.1 WHEELCHAIR TURNING 1/4" = 1'-0" 4 G0.1 CLEAR DOORWAY WIDTH & DEPTH 1/4" = 1'-0" 7 G0.1 TWO HINGED DOORS IN SERIES 1/4" = 1'-0" 8 G0.1 FORWARD REACH 1/4" = 1'-0" 10 G0.1 SIDE REACH 1/4" = 1'-0" 9 G0.1 MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS 1/4" = 1'-0" 11 G0.1 ADA SIGNAGE 1/4" = 1'-0" 12 G0.1 1/4" = 1'-0" 6 COMMUNICATION ELEMENTS AND FEATURES ADAAG / ANSI DETAILS 14390 CLAY TERRACE BLVD re d CARMEL, INDIANA 46032 WPG007 SPACE F30A - LANDLORD IMPROVEMENTS PROJECT NUMBER: SHEET: FOR WASHINGTON PRIME GROUP 180 EAST BROAD STREET, COLUMBUS, OH 43215 ISSUE DATE PERMIT FEB. 01, 2018 COPYRIGHT 2018. ALL DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF RED ARCHITECTURE + PLANNING LLC AND MAY NOT BE USED, DUPLICATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. G0.1 2/9/2017 8:13 AM 04/25/18 Nick Mishler DIMENSIONS, SOIL CONDITIONS, INCOMING UTILITIES, ETC. GENERAL CONTRACTOR IS TO REPORT IMMEDIATELY TO THE ARCHITECT ANY VARIANCES OR FIELD CONDITIONS THAT MAY CAUSE CONSTRUCTION PROBLEMS PRIOR TO COMMENCING WORK. 13. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS, ALL DOOR AND OPENING LOCATIONS SHALL BE SHOWN ON FLOOR PLAN. IN CASE OF CONFLICT NOTIFY THE ARCHITECT. FLOOR PLAN BY ARCHITECT SUPERSEDES ALL OTHER PLANS. ALL DIMENSIONS MARKED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING CARPET, PAD, CERAMIC TILE, V.C.T., SLATWALL, ETC. 14. ALL DIMENSIONS SHOWN ARE TO FACE OF MASONRY (BLOCK OR BRICK) OR FRAMING UNLESS SPECIFICALLY NOTED OTHERWISE. 15. ALL DIMENSIONS ON ARCHITECTURAL DRAWINGS LOCATING STRUCTURAL ELEMENTS ARE TO CENTERLINE OF STEEL COLUMNS AND STEEL BEAMS UNLESS NOTED OTHERWISE. 16. ALL DIMENSIONS SHOWN ARE NOMINAL DIMENSIONS UNLESS SPECIFICALLY NOTED OTHERWISE. 17. EGRESS DOORS SHALL BE PROVIDED PER IBC SECTIONS 1014 THROUGH 1024. 18. ALL DOOR HANDLES SHALL BE OF THE LEVER TYPE, HARDWARE SHALL BE MOUNTED NO HIGHER THAN 48" ABOVE FINISH FLOOR. 19. ALL ACCESS PANELS SHALL BE 24"X30" UNLESS OTHERWISE NOTED. 20. ALL GLASS UNITS LOCATED IN HAZARDOUS LOCATIONS AS INDICATED IN IBC 2406.3 SHALL COMPLY WITH TEST REQUIREMENTS OF CONSUMER PRODUCT SAFETY COMMISSION 16, CFR PART 1201 FOR HUMAN IMPACT LOADS. 21. ALL SAW CUTTING AND CORING LOCATIONS SHALL BE REVIEWED IN FIELD BY THE GENERAL CONTRACTOR PRIOR TO CUTTING/CORING. 22. ALL WOOD IS TO BE FIRE-RETARDANT TREATED PER AWPA C20 AND C27 AND SHALL NOT HAVE A FLAME SPREAD OF GREATER THAN 25 WHEN TESTED IN ACCORDANCE WITH ASTM E-84. PER IBC SECTION 2303.2. 23. ALL EXTERIOR WOOD BLOCKING IS TO BE PRESSURE TREATED PER AWPA U1 AND M4. 24. ALL FASTENERS, CONNECTORS, OR OTHER HARDWARE IN DIRECT CONTACT WITH PRESERVATIVE TREATED OR FIRE RETARDANT TREATED WOOD SHALL BE STAINLESS STEEL TYPE 304 OR TYPE 316, OR HOT-DIPPED GALVANIZED STEEL ASTM A653, CLASS G-185 WITH 1.85 OUNCES OF ZINC PER SQUARE FOOT TO REDUCE THE CORROSION PROCESS . 25. FIREBLOCKING SHALL BE INSTALLED IN CONCEALED SPACES OF STUD WALL AND PARTITIONS, INCLUDING FURRED OR STUDDED-OFF SPACES OF MASONRY OR CONCRETE WALLS, AND AT THE CEILING AND FLOOR OR ROOF LEVELS. PER IBC SECTION 717.2.2. 26. FIREBLOCKING SHALL BE INSTALLED AT ALL INTERCONNECTIONS BETWEEN VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS OVER CABINETS, DROP CEILINGS, COVE CEILINGS AND SIMILAR LOCATIONS. PER IBC SECTION 717.2.3. 27. REQUIRED FLAME SPREAD RATING: INTERIOR FINISH OF WALLS AND CEILINGS SHALL HAVE A FLAME SPREAD RATING NOT GREATER THAN THAT DESIGNATED BY THE CLASS PRESCRIBED FOR THE VARIOUS GROUPS LISTED IN IBC TABLE 803.5, WHEN TESTED IN ACCORDANCE WITH IBC SECTION 803.2. 28. PROVIDE PORTABLE FIRE EXTINGUISHERS WITH U.L. LABEL AND A RATING OF NOT LESS THAN 4A 80B:C WITH 75 FT TRAVEL DISTANCE TO ALL POSITIONS OF BUILDING OR AS DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR. BUILDING CODE INFORMATION LIST OF DRAWINGS COVER SHEET REVISION FEB 10, 2017 PRELIMINARY PERMIT/BID DRAWING HAS BEEN ISSUED OR REVISED DRAWING HAS BEEN RE-ISSUED WITH NO REVISIONS GENERAL G0.0 COVER SHEET G0.1 ADAAG / ANSI DETAILS G0.2 ADAAG / ANSI DETAILS G0.3 LIFE SAFETY PLAN ARCHITECTURAL A1.1 ARCHITECTURAL FLOOR PLAN AND REFLECTED CEILING PLAN A1.2 ENLARGED RESTROOM PLANS AND ELEVATIONS A8.1 DOOR HARDWARE, SCHEDULE, AND NOTES FIRE PROTECTION FP.1 FLOOR PLAN FIRE PROTECTION MECHANICAL DRAWINGS M1.1 MECHANICAL AND PLUMBING PLAN M2.1 MECHANICAL AND PLUMBING SCHEDULES AND DETAILS M3.1 SPECIFICATIONS PLUMBING M3.2 SPECIFICATIONS MECHANICAL M3.3 SPECIFICATIONS MECHANICAL ELECTRICAL DRAWINGS E1.1 ELECTRICAL PLAN E7.1 SPECIFICATIONS ELECTRICAL THIS PROJECT CONSISTS OF LANDLORD'S IMPROVEMENTS TO AN EXISTING 743 SQ FT INTERIOR TENANT SPACE WITHIN AN OUTDOOR MALL BUILDING. LANDLORD'S WORK INCLUDES THE CONSTRUCTION OF A NEW RESTROOM, ADDITION OF A JANITORS SINK, AND MECHANICAL, ELECTRICAL, AND PLUMBING WORK. NO EXTERIOR WORK IS TO BE PERFORMED. ANY MODIFICATIONS TO SPRINKLER SYSTEM/ FIRE ALARM SYSTEM SHALL BE PERFORMED BY A LICENSED SPRINKLER/ FIRE ALARM CONTRACTOR UNDER A SEPARATE PERMIT AT DISCRETION OF A LICENSED CONTRACTOR. NO CHANGE TO USE, OCCUPANCY OR EGRESS PROJECT LOCATION MEP ENGINEER red architecture + planning 855 Grandview Ave, Suite 295 Columbus, Ohio 43215 P: 614.487.8770 F: 614.487.8777 CONTACT: Doug Smelker TBD IBC SECTION 602 IBC SECTION 1016.1 II-B, UNPROTECTED M 250' KEY LOCATION PLAN 14390 CLAY TERRACE BLVD re d CARMEL, INDIANA 46032 WPG007 SPACE F30A - LANDLORD IMPROVEMENTS PROJECT NUMBER: SHEET: FOR WASHINGTON PRIME GROUP 180 EAST BROAD STREET, COLUMBUS, OH 43215 ISSUE DATE PERMIT FEB. 01, 2018 COPYRIGHT 2018. ALL DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF RED ARCHITECTURE + PLANNING LLC AND MAY NOT BE USED, DUPLICATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. G0.0 2/1/2018 8:05 AM AREA OF WORK BUILDING CODE 2014 INDIANA BUILDING CODE PLUMBING CODE 2012 INDIANA PLUMBING CODE MECHANICAL CODE 2014 INDIANA MECHANICAL CODE ELECTRICAL CODE 2008 NATIONAL ELECTRIC CODE LIFE SAFETY CODE 2014 INDIANA FIRE CODE ENERGY CODE 2010 INDIANA ENERGY CONSERVATION CODE GAS CODE 2014 INDIANA FUEL GAS CODE ACCESSIBILITY CODE ANSI A117.1-2009 AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG) 2010 USE AREA S.F. / PERSON OCCUPANT LOAD IBC TABLE 1004.1.1 EGRESS REQUIRED O.L. X .20" = IBC 1005.1 EXITS REQUIRED IBC TABLE 1021.1 EXITS PROVIDED EGRESS WIDTH PROVIDED 36" FIRE SUPPRESSION: CONSTRUCTION TYPE: LENGTH OF TRAVEL: OCCUPANT LOAD: IIB, UNPROTECTED M 250' USE GROUPS: FULLY SPRINKLERED PLUMBING FIXTURES PROVIDED: IBC SECTION 903 IBC SECTION 309 IBC SECTION 602 IBC TABLE 1016.1 IBC TABLE 1004.1 M MERCANTILE IBC TABLE 2902.1 M USE GROUP SPACE F30A 743 SQ. FT. 30 25 36" 1 1 TENANT SPACE CODE SUMMARY Washington Prime Group 180 East Broad Street Columbus, Ohio 43215 P: 614.887.5664 CONTACT: Chad Biniker WATER CLOSET/URINALS MALE/FEMALE LAVAT0RIES NUMBER OF FIXTURES PROVIDED 1 1 REQUIRED NUMBER OF FIXTURES .25/.25 .15/.15 OCCUPANT LOAD M 25 1:50 .25/.25 1:80 .15/.15 USE OCC. MALE/FEMALE MS 1 1 1 CALC. CALC. EGRESS: REQ'D PROVIDED EGRESS WIDTH (OCC LOAD x .2") = 25 x .2" = 5" 36" IBC SECTION 1005.1 NUMBER OF EXITS: 1 1 IBC SECTION 1021.2 EXIT ACCESS TRAVEL DISTANCE: 250'-0" 35'-11" IBC TABLE 1016.1 COMMON PATH OF TRAVEL: 75'-0" 11'-6" IBC SECTION 1014.3 FEB 01, 2018 04/25/18 Nick Mishler