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PLUMBING SPECIFICATIONS
<br />1.00 - GENERAL
<br />1.01 DESCRIPTION OF WORK
<br />FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED FOR AND/OR REASONABLY INCIDENTAL TO THE
<br />COMPLETION OF THE FOLLOWING WORK.
<br />A. SANITARY WASTE AND VENT PIPING SYSTEM INCLUDING CONNECTIONS TO BUILDING SEWER AS SHOWN.
<br />B. DOMESTIC HOT AND COLD WATER SYSTEMS INCLUDING WATER HEATER, AND RELATED ACCESSORIES AND CONTROLS.
<br />CONNECTION TO BUILDING WATER AS SHOWN.
<br />C. PLUMBING FIXTURES, TRIM AND ACCESSORIES INCLUDING INSTALLATION AND SUPPORT.
<br />D. FLASHING AND SEALING OF ROOF AND EXTERIOR WALL PENETRATIONS FOR WATER TIGHTNESS.
<br />E. CAULKING AND SEALING OF FLOOR AND WALL PENETRATIONS AND FORMED SHAFT PENETRATIONS.
<br />F. BACKING FOR SECURING FIXTURES, TRIM AND PIPING.
<br />G. ACCESS DOORS WHERE SHOWN OR REQUIRED BY CODE.
<br />H. HANGERS, SUPPORTS, AND GUIDES.
<br />I. CLEANUP OF DEBRIS AND FINAL CLEANUP OF DRAINS, FIXTURES AND EQUIPMENT.
<br />J. RECORD DRAWINGS AND OPERATING MANUALS.
<br />K. LICENSE, PERMITS AND ASSOCIATED FEES.
<br />L. CUTTING, DRILLING AND PATCHING FOR ALL SURFACES IN RELATION TO PLUMBING WORK.
<br />1.02 EXAMINATION OF SITE
<br />A. VISIT SITE BEFORE SUBMITTING BID AND CHECK LOCATION OF ALL EXISTING CONDITIONS WHICH WILL AFFECT THIS WORK,
<br />VERIFY DIMENSIONS AND LOCATIONS SHOWN ON DRAWINGS AND COVER ALL CONTRACTOR SHALL ASSUME REASONABLE
<br />VARIATIONS OR MINOR OMISSIONS AND SHALL COMPLETE PROPOSED WORK WITHOUT ADDITIONAL COST. FAILURE TO VISIT SITE
<br />WILL NOT LESSEN RESPONSIBILITY OR ENTITLE ADDITIONAL COMPENSATION FOR WORK NOT INCLUDED IN PROPOSAL.
<br />B. VISIT SITE OF THE WORK, COMPARE IT WITH THE DRAWINGS AND SPECIFICATIONS AS TO THE CONDITIONS UNDER WHICH WORK
<br />IS TO BE PERFORMED, ASCERTAIN AND CHECK ALL CONDITIONS AND ELEVATIONS AND TAKE ALL MEASUREMENTS WHICH MAY
<br />AFFECT THE WORK. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE FOR ANY EXTRA EXPENSE OR CLAIMS DUE TO FAILURE OR
<br />NEGLECT UNDER THIS REQUIREMENT TO MAKE SUCH EXAMINATION, INCLUDING EXAMINATION OF RESTRICTED WORKING
<br />CONDITIONS OR SUCH OTHER DIFFICULTIES VISUALLY OBSERVED DURING SITE VISIT. CONTRACTOR IS RESPONSIBLE FOR
<br />BECOMING COMPLETELY FAMILIAR WITH THE ARCHITECTURAL AND STRUCTURAL CONDITIONS AND LIMITATIONS WHICH WILL
<br />EXIST IN THE BUILDING AND TO PROVIDE ALL LABOR, TOOLS AND MATERIALS REQUIRED TO PRODUCE A COMPLETELY
<br />CONCEALED INSTALLATION AS INDICATED ON THE PLANS, SPECIFICATIONS, AND REQUIRED BY THE CODE.
<br />C. A REDUCTION OF PIPE AREA THAT OFFERS AN OBSTRUCTION TO FLOW THROUGH THE DRAIN SHALL BE PROHIBITED.
<br />1.03 DRAWINGS
<br />THE ACCOMPANYING DRAWINGS SHALL BE CONSIDERED PART OF THESE SPECIFICATIONS. WORK AND MATERIALS SHOWN ON THE
<br />DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS AND VICE VERSA SHALL BE EXECUTED AS IF SPECIFICALLY MENTIONED OR
<br />SHOWN IN BOTH. THE DRAWINGS SHALL BE CONSIDERED AS SCHEMATIC IN NATURE AND MINOR MODIFICATIONS OF THE WORK TO
<br />COMPLY WITH THE STRUCTURE AS FOUND SHALL BE MADE.
<br />1.04 RULES AND REGULATIONS
<br />A. ALL WORK AND MATERIAL SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE STATE FIRE
<br />MARSHAL AND OTHER APPLICABLE STATE AND LOCAL RULES AND REGULATIONS. NOTHING IN THESE DRAWINGS OR
<br />SPECIFICATIONS SHALL BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES.
<br />B. FURNISH WITHOUT ANY EXTRA CHARGE ANY ADDITIONAL MATERIAL AND LABOR WHEN REQUIRED TO COMPLY WITH THESE LAWS,
<br />ORDINANCES AND CODES REGARDLESS OF WHETHER SHOWN OR MENTIONED IN THESE SPECIFICATIONS OF DRAWINGS.
<br />C. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LANDLORD'S MECH/ELECT. DESIGN CRITERIA. ALL CONTRACTORS
<br />SHALL OBTAIN A COPY FROM THE LANDLORD'S TENANT COORDINATOR OR MALL OPERATIONS MANAGER AND BECOME FAMILIAR
<br />WITH THE REQUIREMENTS CONTAINED WITHIN PRIOR TO BIDDING THE JOB. WHERE LANDLORD'S REQUIREMENTS CONFLICT WITH
<br />CODES OR ORDINANCES THE STRICTEST INTERPRETATION SHALL APPLY.
<br />1.05 SUBMITTALS
<br />A. SUBMIT FOR REVIEW TO THE OWNER A "COMPLETE AND ALL-INCLUSIVE" LIST OF EQUIPMENT AND MATERIALS PROPOSED FOR
<br />USE (IN PDF), ACCOMPANIED BY MANUFACTURER'S DATA SHEETS. DATA SHALL BE FORWARDED IN A SINGLE PACKAGE WRITTEN
<br />15 DAYS AFTER AWARD OF CONTRACT. SUBMIT SIX BLACKLINE PRINTS AND ONE REPRODUCIBLE SHOP DRAWING SHOWING
<br />PROPOSED PLUMBING INSTALLATION. INCLUDE SIZES, LOCATIONS AND OTHER REQUIRED INFORMATION TO COORDINATE
<br />INSTALLATION WITH OTHER TRADES.
<br />B. WITHIN 5 DAYS AFTER AWARD OF CONTRACT, SUBMIT PDF OF A LETTER STATING ANY MATERIALS THAT CONTRACTOR WISHES TO
<br />SUBSTITUTE, TO THE OWNER FOR APPROVAL. INCLUDE SUCH INFORMATION AS MANUFACTURER'S NAME, TYPE OF MATERIAL,
<br />CERTIFIED RATINGS, OVERALL APPEARANCE, AND NECESSARY INFORMATION TO EXPLAIN FUNCTION AND OPERATION OF
<br />MATERIAL. ALL PROPOSED SUBSTITUTIONS SHALL BE EQUAL IN QUALITY, DESIGN, UTILITY AND APPEARANCE TO MATERIAL,
<br />EQUIPMENT OR METHOD SPECIFIED.
<br />1.06 AS-BUILT DRAWINGS
<br />A SET OF PLUMBING PLANS WILL BE FURNISHED TO THE CONTRACTOR ON WHICH THEY SHALL INDICATE THE INSTALLATION "AS-
<br />BUILT" AS THE WORK PROGRESSES. UPON COMPLETION OF THE WORK, A SET OR REPRODUCIBLE DRAWINGS SHALL BE OBTAINED
<br />FROM THE OWNER AT COST, AND ALL CHANGES AS NOTED ON THE RECORD SET OF PRINTS SHALL BE INCORPORATED THEREON.
<br />THIS SET OF REPRODUCIBLE, ALONG WITH ONE SET OF BLUEPRINTS, SHALL BE DELIVERED TO THE OWNER UPON COMPLETION AND
<br />BEFORE FINAL ACCEPTANCE OF THE PROJECT.
<br />1.07 GUARANTEE
<br />THE CONTRACTOR SHALL LEAVE THE ENTIRE INSTALLATION IN COMPLETE WORKING ORDER FREE FROM ANY DEFECTIVE MATERIAL,
<br />WORKMANSHIP OR FINISH. THEY SHALL GUARANTEE TO REPAIR OR REPLACE, WITHOUT CHARGE, DEFECTS DUE TO FAULTY
<br />WORKMANSHIP OR MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF FILING OF THE NOTICE OF COMPLETION.
<br />1.08 OPERATION MANUALS AND OWNER INSTRUCTIONS
<br />A. PROVIDE COMPLETE OPERATION AND MAINTENANCE MANUALS COVERING ALL PLUMBING SYSTEMS AND EQUIPMENT THAT HAVE
<br />BEEN INSTALLED. THREE (3) COPIES OF THE MANUAL SHALL BE BOUND IN HARDBACK BINDERS.
<br />B. PROVIDE INSTRUCTIONS TO OWNER AS TO OPERATION OF ALL EQUIPMENT. INSTRUCTION PERIOD TO COMMENCE FOR MINIMUM
<br />OF (2) HOURS AND SHALL BE SCHEDULED AT OWNER'S CONVENIENCE.
<br />1.09 CUTTING AND PATCHING
<br />A. THE CONTRACTOR SHALL DO ALL CUTTING, DRILLING AND PATCHING WHICH MAY BE REQUIRED FOR THE INSTALLATION OF THE
<br />WORK UNDER THIS SECTION OF THE SPECIFICATIONS.
<br />B. PATCHING SHALL BE OF THE SAME WORKMANSHIP, MATERIAL, AND FINISH AND SHALL MATCH ACCURATELY ALL SURROUNDING
<br />CONSTRUCTION IN A MANNER SATISFACTORY TO THE OWNER. NO CUTTING OF THE STRUCTURE SHALL BE PERMITTED WITHOUT
<br />WRITTEN APPROVAL OF THE OWNER.
<br />2.00 - MATERIALS - PIPING
<br />BUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH THE LOCAL AUTHORITY HAVING JURISDICTION. ALL SANITARY
<br />SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY.
<br />A. INTERIOR UNDERGROUND SANITARY AND WASTE PIPING: SERVICE WEIGHT CAST IRON NO-HUB C.I. PIPE AND FITTINGS,
<br />COMPLYING WITH CISPI STANDARDS, OR ABS DWV SCH40 IF ALLOWED BY THE LOCAL AUTHORITY HAVING JURISDICTION.
<br />B. INTERIOR DOMESTIC WATER PIPING ABOVE GROUND: 3" AND SMALLER - TYPE L HARD TEMPERED COPPER WITH SOLDER END
<br />FITTINGS. 95-5 TIN AND ANTIMONY SOLDER JOINTING (LEAD-FREE).
<br />C. DOMESTIC WATER PIPING BELOW GROUND: TYPE K COPPER PIPE SHALL BE USED. WHEN PIPING IS INSTALLED WITHIN A BUILDING
<br />AND UNDER A CONCRETE SLAB, IT SHALL BE INSTALLED WITHOUT JOINTS. WHEN JOINTS ARE UNAVOIDABLE, THEY SHALL BE
<br />BRAZED.
<br />a. PROTECTIVE PIPE COVERING SHALL BE FACTORY OR FIELD APPLIED ACCORDINGLY TO MANUFACTURERS WRITTEN
<br />INSTRUCTIONS.
<br />b. 2 ½'' OR LARGER: PRODUCTS SHALL BE POLYKEN NO. 1027 PRIMER AND POLYKEN NO. 910 TAPE COATING, 10 MIL, MINIMUM 1''
<br />OVERLAP REQUIRED.
<br />c. 2'' AND SMALLER: PRODUCTS SHALL BE 10 MIL PLASTIC SLEEVE PROTECTOR.
<br />D. PLASTIC PIPE, PLASTIC PIPE FITTINGS, AND COMPONENTS OTHER THAN THOSE FOR GAS SHALL COMPLY WITH NSF 14. CAST-IRON
<br />SOIL PIPE AND HUBLESS COUPLINGS SHALL BE THIRD PARTY CERTIFIED IN ACCORDANCE WITH ASTM C1277 AND CISPI 310.
<br />2.01 PIPE FLASHING
<br />4 LBS. LEAD WITH COUNTERFLASHING RING BY GLENCO, STONEMAN ENGINEERING OR APPROVED EQUAL. CONTRACTOR SHALL
<br />VERIFY COMPATIBILITY WITH ROOFING MATERIALS.
<br />2.02 VALVES
<br />A. BALL VALVES: NIBCO 580-70 OR EQUAL, 3'' AND SMALLER.
<br />2.03 PLUMBING FIXTURES AND TRIM:
<br />A. PLUMBING FIXTURES TO BE FURNISHED AND INSTALLED UNDER THIS CONTRACT. SEE PLUMBING FIXTURE SCHEDULE.
<br />B. ALL WATER CLOSETS SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. DUAL-FLUSH WATER CLOSETS SHALL HAVE EFFECTIVE
<br />VOLUME FLUSH NOT TO EXCEED 1.28 GPF. IT'S THE AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH.
<br />C. WALL MOUNT URINALS SHALL NOT EXCEED 0.125 GALLONS PER FLUSH.
<br />2.04 PIPE HANGERS AND SUPPORTS
<br />A. SUPERSTRUT, GRINNELL, OR APPROVED EQUAL.
<br />B. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS.
<br />C. PIPE HANGERS SHALL HAVE NON-METALLIC FELT OR ELASTOMERIC LINER OR WRAP APPLIED TO THE PIPE FOR ELECTROLYTIC
<br />PROTECTION WHERE HANGERS AND SUPPORTS ARE USED TO SUPPORT COPPER TUBING OR PIPE. THE LINER OR WRAP SHALL BE
<br />DESIGNED TO ALLOW EXPANSION OR CONTRACTION OF THE PIPING.
<br />2.05 PIPE SLEEVES
<br />A. SHALL BE PROVIDED TO PROTECT ALL PIPING THROUGH CONCRETE AND MASONRY WALLS.ANNULAR SPACES BETWEEN SLEEVES
<br />AND PIPES SHALL BE FILLED OR CAULKED IN AN APPROVED ANNULAR SPACES BETWEEN SLEEVES AND PIPES IN FIRE-
<br />RESISTANCE-RATED ASSEMBLIES SHALL BE FILLED OR TIGHTLY CAULKED IN ACCORDANCE WITH THE BUILDING CODE. ALL
<br />UNDERSLAB CAST IRON PIPING SHALL BE COVERED WITH POLYETHYLENE SLEEVE (POLYWRAP) AND CONTRACTOR MUST FOLLOW
<br />MANUFACTURER'S MANUAL FOR PROPER INSTALLATION.
<br />B. OPENINGS INTO A DRAINAGE OR VENT SYSTEM, EXCEPTING THOSE OPENINGS TO WHICH PLUMBING FIXTURES ARE PROPERLY
<br />CONNECTED OR WHICH CONSTITUTE VENT TERMINALS, SHALL BE PERMANENTLY PLUGGED OR CAPPED IN AN APPROVED
<br />MANNER, USING THE APPROPRIATE MATERIALS.
<br />C. PIPING PASSING UNDER OR THROUGH WALLS SHALL BE PROTECTED FROM BREAKAGE. VOIDS AROUND PIPING PASSING
<br />THROUGH CONCRETE FLOORS ON THE GROUND SHALL BE SEALED. SLEEVES SHALL BE PROVIDED TO PROTECT PIPING THROUGH
<br />CONCRETE NO MASONRY WALLS, AND CONCRETE FLOORS. NO PLUMBING PIPING SHALL BE DIRECTLY EMBEDDED IN CONCRETE
<br />OR MASONRY. IN EXTERIOR WALLS, ANNULAR SPACE BETWEEN SLEEVES AND PIPES SHALL BE SEALED AND MADE WATERTIGHT.
<br />2.06 TEMPERATURE AND PRESSURE RELIEF VALVE
<br />TEMPERATURE & PRESSURE RELIEF VALVE SHALL DISCHARGE FULL LINE SIZE TO AN APPROVED WASTE RECEPTOR THROUGH AN AIR
<br />GAP AS INDICATED ON PLANS OR 6'' MINIMUM, 12'' MAXIMUM.
<br />2.07 SCALD GUARD PROTECTION
<br />PROVIDE AND INSTALL LAVATORY SCALD PROTECTION FOR WASTE PIPING AND HOT WATER PIPING IN COMPLIANCE WITH ASME
<br />A112.18.9 .
<br />2.08 DOMESTIC PIPING INSULATION
<br />A. PROVIDE AND INSTALL "INSULATION PROTECTION SHIELD" FOR PIPING WITH FOAM OR FIBERGLASS INSULATION.
<br />B. INSULATE ALL HOT WATER PIPING. THE INSULATION FOR HOT WATER PIPING SHALL HAVE A MINIMUM WALL THICKNESS OF NOT
<br />LESS THAN 1" FOR A PIPE UP TO 1" DIAMETER, 1.25" FOR 1-1/4" PIPE, 1.5" FOR 1-1/2" PIPE, 2" FOR 2" PIPE OR MORE IN DIAMETER.
<br />THE FIRST EIGHT FEET OF HOT AND COLD OUTLET PIPING, INCLUDING PIPING BETWEEN STORAGE TANK AND A HEAT TRAP, FOR A
<br />NON-RECIRCULATING STORAGE SYSTEM.
<br />C. PROVIDE AND INSTALL SCALD GUARD PROTECTION/INSULATION UNDER SINKS WITH EXPOSED P-TRAPS AND HOT WATER
<br />SUPPLIES.
<br />D. ABS PIPING EXPOSED TO SUNLIGHT THAT IS PROTECTED BY WATER BASED SYNTHETIC LATEX PAINTS. PVC PIPING SHALL NOT BE
<br />EXPOSED TO DIRECT SUNLIGHT. PVC PIPING EXPOSED TO SUNLIGHT THAT IS PROTECTED BY WATER BASED SYNTHETIC LATEX
<br />PAINTS. PVC PIPING WRAPPED WITH NOT LESS THAN 0.04 INCH THICK TAPE OR OTHERWISE PROTECTED FROM UV DEGRADATION.
<br />E. PIPING SUBJECT TO OPERATION AT TEMPERATURES THAT WILL FORM CONDENSATION ON THE EXTERIOR OF THE PIPE SHALL BE
<br />THERMALLY INSULATED.
<br />F. PLASTIC PIPES IN PLENUM SPACES SHALL BE INSULATED WITH APPROVED FIRE BARRIER PLENUM WRAP. FIRE WRAP SHALL HAVE
<br />FLAME SPREAD RATING OF 25 OR LESS AND SMOKE DEVELOPED RATING OF 50 OR LESS IN ACCORDANCE WITH ASTM E 84.
<br />G. JACKETING SHALL BE REQUIRED ON ALL PIPING INSULATION UNLESS NOTED OTHERWISE IN THE PROJECT DOCUMENTATION.
<br />JACKET SHALL BE ALUMINUM OR STAINLESS STEEL MILL FINISH INSTALLED WITH END AND LONGITUDINAL LAP JOINTS
<br />CONFIGURED TO SHED WATER. JACKET SHALL BE HELD IN PLACE BY A CONTINUOUS FRICTION TYPE JOINT. PROVIDING A
<br />POSITIVE WEATHER PROOF SEAL LOCK OVER THE ENTIRE LENGTH. FINISH CIRCUMFERENTIAL JOINTS WITH A PREFABRICATED
<br />ALUMINUM OR STAINLESS STEEL BANDING STRAP.
<br />2.09 CLEANOUT
<br />A. ACCESSIBLE CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE STACK ANDRAINWATER LEADERS. ADDITIONAL
<br />CLEANOUT SHALL BE PROVIDED IN A DRAINAGE LINE FOR EACH HORIZONTAL CHANGE OF DIRECTION EXCEEDING 135 DEGREES.
<br />CLEANOUT MUST BE PROVIDED ON A HORIZONTAL DRAIN LINE EXCEEDING 5FT OR MORE IN LENGTH SERVING SINKS OR URINALS.
<br />AN APPROVED TYPE OF 2-WAY CLEANOUT FITTING SHALL BE INSTALLED OUTSIDE OF A BUILDING AT THE LOWER END OF A
<br />BUILDING DRAIN AND EXTENDED TO GRADE. CLEANOUT SHALL HAVE A CLEARANCE OF NOT LESS THAN 24'' BY 24'' IN FRONT OF
<br />THE CLEANOUT. CLEANOUT SHALL BE PROVIDED FOR PRESSURE DRAINAGE SYSTEMS.
<br />2.10 TRENCHING
<br />A. TRENCHES DEEPER THAN THE FOOTING OF A BUILDING OR STRUCTURE, AND PARALLELING THE SAME, SHALL BE LOCATED NOT
<br />LESS THAN 45 DEGREES FROM THE BOTTOM EXTERIOR EDGE OF THE FOOTING.
<br />3.00 - INSTALLATION AND EXECUTION
<br />3.01 GENERAL
<br />A. CAST-IRON HUBLESS WITH STAINLESS STEEL SHIELDED COUPLING SHALL BE SUPPORTED HORIZONTALLY AT EVERY OTHER
<br />JOINT, UNLESS OVER 4 FEET, THEN SUPPORT EACH JOINT ADJACENT TO JOINT, NOT TO EXCEED 18'', BRACE AT NOT MORE THAN
<br />40FT INTERVALS, SUPPORT AT EACH HORIZONTAL BRANCH CONNECTION. HANGERS SHALL NOT BE PLACED ON THE COUPLING.
<br />SUPPORT VERTICAL PIPES AT THE BASE AND EACH FLOOR NOT TO EXCEED 15FT. HANGERS AND SUPPORTS FOR ALL PIPING
<br />SHALL COMPLY WITH THE LATEST STATE PLUMBING CODE.
<br />3.02 SPECIAL REQUIREMENTS, RESPONSIBILITIES AND TESTING
<br />A. INSTALL PIPING GENERALLY LEVEL, FREE OF TRAPS AND UNNECESSARY BENDS, TO CONFORM WITH BUILDING REQUIREMENTS.
<br />PIPE TO BE FREE OF DEFECTS, AND INSTALLED TO AVOID ANY POSSIBLE GALVANIC ACTION BY ISOLATING DISSIMILAR METALS.
<br />B. TEST AND RECORD AVAILABLE DOMESTIC WATER PRESSURE IN STATIC AND DYNAMIC CONDITIONS FOR DYNAMIC TESTING
<br />RECORD PRESSURE AND FLOW RATE IN GALLONS PER MINUTE. TRANSMIT THIS INFORMATION TO THE ENGINEER BEFORE
<br />PROCEEDING WITH THE WORK.
<br />C. PROVIDE ALL TESTS SPECIFIED HEREINAFTER AND AS OTHERWISE REQUIRED. PROVIDE ALL TEST EQUIPMENT, INCLUDING TEST
<br />PUMPS, GAUGES, INSTRUMENTS AND OTHER EQUIPMENT REQUIRED. PRESSURE GAUGES USED SHALL BE GRADUATED IN
<br />INCREMENTS NOT GREATER THAN 5 POUNDS PER SQUARE INCH.. NO PLUMBING OR DRAINAGE SYSTEM OR PART THEREOF SHALL
<br />BE COVERED, CONCEALED, OR PUT INTO USE UNLESS IT HAS BEEN SPECIFIED. CONDUCT ALL TESTS IN THE PRESENCE OF THE
<br />OWNER'S REPRESENTATIVE, AND OBTAIN THE NECESSARY JURISDICTIONAL AUTHORITY INSPECTION
<br />D. APPLY A WATER TEST TO THE WASTE, AND VENT SYSTEMS WHETHER IN ITS ENTIRETY OR IN SECTIONS; IF APPLIED TO THE
<br />ENTIRE SYSTEM, TIGHTLY CLOSE ALL OPENINGS IN THE PIPING EXCEPT THE HIGHEST OPENING, AND FILL THE SYSTEM WITH
<br />WATER TO THE POINT OF OVERFLOW. IF THE SYSTEM IS TESTED IN SECTIONS, TIGHTLY PLUG EACH OPENING EXCEPT FOR THE
<br />HIGHEST OPENING OF THE SECTION UNDER TEST, AND FILL EACH SECTION WITH WATER, BUT TEST WITH NO LESS THAN A 10'
<br />HEAD OF WATER. IN TESTING SUCCESSIVE SECTIONS, TEST AT LEAST THE UPPER 10' OF THE NEXT PRECEDING SECTION SO THAT
<br />NO JOINT OR PIPE IN THE BUILDING (EXCEPT THE UPPERMOST 10' OF THE SYSTEM) SHALL HAVE BEEN SUBMITTED TO A TEST OF
<br />LESS THAN A 10' HEAD OF WATER. KEEP WATER IN THE SYSTEM OR IN THE PORTION UNDER TEST FOR AT LEAST 24 HOURS
<br />BEFORE INSPECTION STARTS, WITH THE SYSTEM TIGHT AT ALL POINTS.
<br />E. DOMESTIC WATER SYSTEM SHALL BE TESTED AND PROVED TIGHT UNDER A PRESSURE OF NOT LESS THAN 120 PSI. PIPING MUST
<br />STAND THE TEST FOR A PERIOD OF 24 HOURS WITHOUT LEAKING.CHLORINATION OF THE DOMESTIC COLD AND HOT WATER
<br />PIPING SYSTEMS IN ACCORDANCE WITH STANDARD TESTING PROCEDURES AND LOCAL HEALTH DEPARTMENT REQUIREMENTS.
<br />TESTING BY A FIRM SUCH AS BENNET-MARINE OR EQUAL. SUBMIT CERTIFICATE OF SATISFACTORY TEST RESULTS.
<br />F. UPON COMPLETION OF TESTING, CERTIFY TO THE ARCHITECT, IN WRITING THAT THE SPECIFIED TESTS HAVE BEEN PERFORMED
<br />AND THAT THE INSTALLATION COMPLIES WITH THE SPECIFIED REQUIREMENTS.
<br />G. NO PLUMBING OR DRAINAGE SYSTEM, BUILDING SEWER, PRIVATE SEWER DISPOSAL SYSTEM, OR PART THEREOF, SHALL BE
<br />COVERED, CONCEALED, OR PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND ACCEPTED.
<br />H. WHERE PIPES ARE INSTALLED IN CEILINGS ABOVE SUCH AREAS, THE CEILING SHALL BE OF THE REMOVABLE TYPE, OR SHALL BE
<br />PROVIDED WITH ACCESS PANELS IN ORDER TO FORM A READY ACCESS FOR INSPECTION OF PIPING.
<br />I. ALL PIPING SHALL BE VIBRATION ISOLATED FROM THE STRUCTURE.
<br />J. PIPING CONNECTIONS SHALL NOT BE SUBJECT TO UNDUE STRAINS OR STRESSES AND PROVISIONS SHALL BE MADE FOR
<br />EXPANSION, CONTRACTION AND STRUCTURAL SETTLEMENT TO PREVENT SEPARATION OF THE JOINT OR PHYSICAL DAMAGE. AN
<br />APPROVED EXPANSION OR FLEXIBLE PIPE FITTINGS SHALL BE PROVIDED AND ACCESSIBLE.
<br />K. WHERE LOCAL CONDITIONS INCLUDE EARTHQUAKE, TORNADO, UNSTABLE GROUND, OR FLOOD HAZARDS, SPECIAL
<br />CONSIDERATION SHALL BE PROVIDED TO INCREASE STRENGTH AND FLEXIBILITY OF PIPING SUPPORTS AND CONNECTIONS.
<br />3.03 PIPING INSTALLATION
<br />A. MAKE CHANGES IN SIZE OF PIPE WITH REDUCING FITTINGS; BUSHINGS WILL NOT BE PERMITTED EXCEPT FOR BELL SHAPED
<br />COPPER BUSHINGS.
<br />B. INSTALL DIELECTRIC INSULATING UNIONS IN WATER PIPING BETWEEN COPPER PIPING AND FERROUS PIPING OR EQUIPMENT -
<br />EPCO, OR EQUAL.
<br />C. INSTALL EXPOSED POLISHED CHROME CONNECTIONS FROM FIXTURES OR EQUIPMENT WITH SPECIAL CARE. SHOW NO TOOL
<br />MARKS OR THREADS AT FITTINGS.
<br />D. CAP OPENINGS IN PIPING DURING CONSTRUCTION.
<br />E. PROVIDE 85% RED BRASS PIPE IPS, IN CONNECTION TO FAUCETS, FLUSH VALVES, HOSE BIBBS OR SIMILAR ITEMS REQUIRING
<br />RIGID PIPING. EXTEND BRASS PIPE FROM FIXTURE TO POINT WHERE PIPING CAN BE SECURELY FASTENED TO BUILDING
<br />CONSTRUCTION. ALL EXPOSED PIPING AND STOP VALVES IN CONNECTION TO FIXTURES SHALL BE CHROME PLATED BRASS.
<br />F. INSTALL UNIONS ADJACENT TO VALVES AND WHERE NECESSARY TO FACILITATE DISASSEMBLY OF PIPING.
<br />G. ESCUTCHEONS: FIT EXPOSED PIPES PASSING THROUGH FLOORS, WALLS OR CEILINGS WITH ESCUTCHEONS. MANUFACTURE
<br />SPECIAL SIZES OF ESCUTCHEONS FROM STEEL AND PRIME COAT CUT IN ROUND, RECTANGULAR OR SQUARE SPACE TO PROVIDE
<br />A CLEAN APPEARANCE ACCEPTABLE TO THE ARCHITECT.
<br />A. SUPPORT PIPING INDEPENDENTLY OF EQUIPMENT TO WHICH IT IS CONNECTED.
<br />B. MAKE COPPER SOLDER JOINTS WITH 95/5 SOLDER, OR SILFOS; CLEAN SURFACES TO BE JOINED FREE OF OIL, GREASE, RUST OR
<br />OXIDES AND APPLY FLUX TO EACH JOINT BEFORE HEATING ASSEMBLY.
<br />C. ROUGH-IN AND MAKE FINAL CONNECTIONS TO ALL OTHER EQUIPMENT FURNISHED UNDER OTHER DIVISIONS, REQUIRING
<br />PLUMBING CONNECTIONS.
<br />D. ALL PIPING SHALL BE VIBRATION ISOLATED FROM THE STRUCTURE.
<br />E. NO WATER SUPPLY SYSTEM OR PORTION THEREOF SHALL BE COVERED OR CONCEALED UNTIL IT FIRST HAS BEEN TESTED,
<br />INSPECTED, AND APPROVED.
<br />3.04 SUBSTITUTIONS
<br />A. ONE OR MORE MAKES OF MATERIALS AND METHODS MAY HAVE BEEN SPECIFIED TO ESTABLISH THE STANDARD OF QUALITY,
<br />WORKMANSHIP, FINISH AND DESIGN REQUIRED, BUT OTHER MATERIALS OR METHODS EQUAL OR BETTER IN QUALITY,
<br />WORKMANSHIP, FINISH, DESIGN, AND GUARANTEED PERFORMANCE, MAY BE SUBMITTED FOR REVIEW AND APPROVAL AS
<br />SUBSTITUTION. ALL SUBSTITUTIONS ARE SUBJECT TO REVIEW AND APPROVAL BY ARCHITECT, ENGINEER, AND OWNER.
<br />B. SUBSTITUTIONS SHALL BE REQUESTED IN A WRITTEN FORM AND SHALL BE ACCOMPANIED WITH A SIGNED STATEMENT THAT
<br />PROPOSED SUBSTITUTION IS EQUAL, OR BETTER THAN SPECIFIED. ADDITIONAL DOCUMENTATION TO SUBSTANTIATED PROPOSED
<br />SUBSTITUTION MAY BE REQUIRED BY OWNER, ARCHITECT, AND ENGINEER. CONTRACTOR SHALL SUBMIT AS DIRECTED.
<br />C. CONTRACTOR SHALL ACCOMPANY REQUEST FOR SUBSTITUTION LETTER WITH A COMPLETED SUBSTITUTION FORM INCLUDE THE
<br />COMPARISON FOR FOLLOWING:
<br />a. PERFORMANCE DATA
<br />b. DIMENSIONS
<br />c. COSTS AND DELIVERY SCHEDULE
<br />d. LISTED AND APPROVED
<br />D. A WRITTEN SIGNED STATEMENT FROM THE GENERAL CONTRACTOR SHALL ACCOMPANY SUBSTITUTION REQUEST FORM
<br />ASSURING THAT:
<br />a. DIMENSIONS HAVE BEEN VERIFIED WITH PROJECT CONDITIONS AND HAS COORDINATED WITH OTHER SUBSTITUTION DOES
<br />NOT AFFECT DIMENSIONS SHOWN ON DRAWINGS.
<br />b. THEY SHALL PAY AND BURDEN THE COSTS FOR CHANGES TO THE PROJECT INCLUDING REDESIGN, REENGINEERING AND
<br />REVIEW OF SUBSTITUTION. ONLY ONE ENGINEERING REVIEW TIME IS ALLOWED FOR EACH PRODUCT SUBSTITUTION.
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL REVIEW TIME AND SHALL PAY ARCHITECT AND ENGINEER'S TIME AT
<br />THEIR PROFESSIONAL RATE SCHEDULE.
<br />c. THEY HAVE CONFIRMED THAT THE PROPOSED SUBSTITUTION WILL HAVE NO ADVERSE AFFECT ON OTHER TRADES, THE
<br />CONSTRUCTION SCHEDULE, OR SPECIFIED WARRANTY REQUIREMENTS.
<br />d. THEY HAVE CONFIRMED THAT MAINTENANCE AND SERVICE PARTS WILL BE LOCALLY AVAILABLE FOR THE PROPOSED
<br />SUBSTITUTION. COST SAVINGS RESULTING FROM SUBSTITUTION SHALL BE RETURNED TO THE CONTRACT OR THE OWNER IF
<br />THE SUBSTITUTION IS PERMITTED.
<br />E. NO WORK INVOLVING MATERIALS SUBMITTED FOR SUBSTITUTION SHALL PROCEED UNTIL WRITTEN ACCEPTANCE IS RECEIVED
<br />FROM THE OWNER. THE OWNER IS THE FINAL JUDGE OF ACCEPTABILITY OF PREFERRED SUBSTITUTIONS.
<br />3.05 COORDINATION
<br />A. COORDINATE WORK WITH OTHER TRADES TO AVOID CONFLICT AND TO PROVIDE CORRECT ROUGH-IN AND CONNECTION FOR
<br />EQUIPMENT FURNISHED UNDER OTHER TRADES THAT REQUIRE PLUMBING CONNECTIONS. INFORM CONTRACTORS OF OTHER
<br />TRADES OF THE REQUIRED ACCESS TO AND CLEARANCES AROUND EQUIPMENT TO MAINTAIN SERVICE ABILITY AND CODE
<br />COMPLIANCE.
<br />B. VERIFY EQUIPMENT DIMENSIONS AND REQUIREMENTS WITH PROVISIONS SPECIFIED UNDER THIS SECTION. CHECK ACTUAL JOB
<br />CONDITIONS BEFORE FABRICATING WORK. REPORT NECESSARY CHANGES IN TIME TO PREVENT NEEDLESS WORK. CHANGES OR
<br />ADDITIONS, SUBJECT TO ADDITIONAL COMPENSATION, WHICH ARE MADE WITHOUT WRITTEN AUTHORIZATION AND AN AGREED
<br />PRICE, SHALL BE AT THE CONTRACTOR'S RISK AND EXPENSE.
<br />3.06 MARKING AND IDENTIFICATION
<br />ALL DOMESTIC COLD WATER, HOT WATER, SANITARY SEWER, SANITARY VENT, CONDENSATE DRAIN, AND NATURAL GAS PIPING
<br />SHALL HAVE VISIBLE PERMANENT LABELS AT EVERY 20 FEET, THE DIRECTION OF NORMAL FLOW SHALL BE CLEARLY SHOWN, AT
<br />LEAST ONCE PER ROOM, AND SHALL BE VISIBLE FROM THE FLOOR LEVEL. THE MINIMUM SIZE OF THE LETTERS SHOWN ON TABLE 6-1
<br />BELOW. VALVES SHALL BE LABELED WITH STENCILED OR STAMPED METAL TAGS BEARING THE NAME OF THE SYSTEM THEY
<br />CARRY.TABLE 6-1
<br />PIPE SIZE (INCHES) SIZE OF LETTER (INCHES)
<br />1/2 - 1 1/4 1/2
<br />1 1/2 - 2 3/4
<br />1.00 - GENERAL
<br />1.01 DESCRIPTION OF WORK
<br />FURNISH AND INSTALL COMPLETE AND OPERATIONAL HVAC SYSTEM AS SHOWN ON THE DRAWING AND SPECIFIED HEREIN. WORK
<br />SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING:
<br />A. POWER VENTILATORS.
<br />B. AIR DISTRIBUTION METAL DUCTS.
<br />C. HANGERS AND SUPPORTS FOR DUCTWORK, PIPING AND HVAC EQUIPMENT.
<br />D. SEISMIC RESTRAINTS AND BRACING.
<br />E. AUTOMATIC TEMPERATURE CONTROL SYSTEM.
<br />1.02 EXAMINATION OF SITE
<br />VISIT SITE BEFORE SUBMITTING BID AND CHECK LOCATION OF ALL EXISTING CONDITIONS WHICH WILL AFFECT THIS WORK, VERIFY
<br />DIMENSIONS AND LOCATIONS SHOWN ON DRAWINGS AND COVER ALL COSTS. CONTRACTOR SHALL ASSUME REASONABLE
<br />VARIATIONS OR MINOR OMISSIONS AND SHALL COMPLETED PROPOSED WORK WITHOUT ADDITIONAL COST. FAILURE TO VISIT SITE
<br />WILL NOT LESSEN RESPONSIBILITY OR ENTITLE ADDITIONAL COMPENSATION FOR WORK NOT INCLUDED IN PROPOSAL.
<br />1.03 DRAWINGS
<br />THE ACCOMPANYING DRAWINGS SHALL BE CONSIDERED PART OF THESE SPECIFICATIONS. WORK AND MATERIALS SHOWN ON THE
<br />DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS AND VICE VERSA SHALL BE EXECUTED AS IF SPECIFICALLY MENTIONED OR
<br />SHOWN IN BOTH. THE DRAWINGS SHALL BE CONSIDERED AS SCHEMATIC IN NATURE AND MINOR MODIFICATIONS OF THE WORK TO
<br />COMPLY WITH THE STRUCTURE AS FOUND SHALL BE MADE.
<br />1.04 RULES AND REGULATIONS
<br />A. ALL WORK AND MATERIAL SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE STATE FIRE
<br />MARSHAL AND OTHER APPLICABLE STATE AND LOCAL RULES AND REGULATIONS.
<br />B. NOTHING IN THESE DRAWINGS OR SPECIFICATIONS SHALL BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE
<br />CODES.
<br />C. FURNISH WITHOUT ANY EXTRA CHARGE ANY ADDITIONAL MATERIAL AND LABOR WHEN REQUIRED TO COMPLY WITH THESE LAWS,
<br />ORDINANCES AND CODES REGARDLESS OF WHETHER SHOWN OR MENTIONED IN THESE SPECIFICATIONS OF DRAWINGS.
<br />1.05 SUBMITTALS
<br />A. SUBMIT FOR REVIEW A COMPLETE AND ALL-INCLUSIVE LIST OF EQUIPMENT AND MATERIALS PROPOSED FOR USE; (1) SOFT COPY,
<br />ACCOMPANIED BY MANUFACTURER'S DATA SHEETS. DATA SHALL BE FORWARDED IN A SINGLE PACKAGE WITHIN 15 DAYS AFTER
<br />AWARD OF CONTRACT. SUBMIT PORTABLE DOCUMENT FORMAT (PDF) AND ONE REPRODUCIBLE SHOP DRAWING SHOWING
<br />PROPOSED DUCTWORK INSTALLATION. INCLUDE SIZES, LOCATIONS AND OTHER REQUIRED INFORMATION TO COORDINATE
<br />INSTALLATION WITH OTHER TRADES.
<br />B. WITHIN 5 DAYS AFTER AWARD OF CONTRACT, SUBMIT PDF & A COPY OF A LETTER STATING ANY MATERIALS THAT CONTRACTOR
<br />WISHES TO SUBSTITUTE, TO THE OWNER FOR APPROVAL. INCLUDE SUCH INFORMATION AS MANUFACTURER'S NAME, TYPE OF
<br />MATERIAL, CERTIFIED RATINGS, OVERALL APPEARANCE, AND NECESSARY INFORMATION TO EXPLAIN FUNCTION AND OPERATION
<br />OF MATERIAL. ALL PROPOSED SUBSTITUTIONS SHALL BE EQUAL IN QUALITY, DESIGN, UTILITY AND APPEARANCE TO MATERIAL,
<br />EQUIPMENT OR METHOD SPECIFIED.
<br />1.06 AS-BUILT DRAWINGS
<br />A. SET OF HVAC PRINTS OR ACCESS TO A PRINT SHOP/PDFS WILL BE FURNISHED TO THE CONTRACTOR ON WHICH HE/SHE SHALL
<br />INDICATE THE INSTALLATION "AS-BUILT" AS THE WORK PROGRESSES. UPON COMPLETION OF THE WORK, A SET OF
<br />REPRODUCIBLE DRAWINGS SHALL BE OBTAINED FROM THE OWNER AT COST, AND ALL CHANGES AS NOTED ON THE RECORD SET
<br />OF PRINTS SHALL BE INCORPORATED THEREON. THIS SET OF REPRODUCIBLES, ALONG WITH ONE SET OF PDF'S, SHALL BE
<br />DELIVERED TO THE OWNER UPON COMPLETION AND BEFORE FINAL ACCEPTANCE OF THE PROJECT.
<br />1.07 GUARANTEE
<br />THE CONTRACTOR SHALL LEAVE THE ENTIRE INSTALLATION IN COMPLETE WORKING ORDER FREE FROM ANY DEFECTIVE MATERIAL,
<br />WORKMANSHIP OR HE SHALL GUARANTEE TO REPAIR OR REPLACE, WITHOUT CHARGE, DEFECTS DUE TO FAULTY WORKMANSHIP OR
<br />MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF FILING OF THE NOTICE OF COMPLETION.
<br />1.08 OPERATION MANUALS AND OWNER INSTRUCTIONS
<br />A. PROVIDE COMPLETE OPERATION AND MAINTENANCE MANUALS COVERING ALL MECHANICAL SYSTEMS AND EQUIPMENT THAT
<br />HAVE BEEN INSTALLED. A HARD COPY & SOFT COPY OF THE MANUAL SHALL BE PROVIDED TO AN OWNER.
<br />B. PROVIDE INSTRUCTIONS TO STORE PERSONNEL AS TO OPERATION OF ALL HVAC EQUIPMENT AND THERMOSTATS. INSTRUCTION
<br />PERIOD TO COMMENCE FOR MINIMUM OF (2) HOURS AND SHALL BE SCHEDULED AT OWNER'S CONVENIENCE. ALSO, PROVIDE
<br />STORE MANAGER WITH OPERATION MANUAL.
<br />1.09 CUTTING AND PATCHING
<br />A. CONTRACTOR SHALL DO ALL CUTTING, DRILLING AND PATCHING WHICH MAY BE REQUIRED FOR THE INSTALLATION OF THE WORK
<br />UNDER THIS SECTION OF THE SPECIFICATIONS.
<br />B. PATCHING SHALL BE OF THE SAME WORKMANSHIP, MATERIAL, AND FINISH AND SHALL MATCH ACCURATELY ALL SURROUNDING
<br />CONSTRUCTION IN A MANNER SATISFACTORY TO THE OWNER. NO CUTTING OF THE STRUCTURE SHALL BE PERMITTED WITHOUT
<br />WRITTEN APPROVAL OF THE OWNER.
<br />2.00 - EQUIPMENT
<br />2.01 GENERAL EXHAUST FAN (ROOF-MOUNTED UPBLAST)
<br />A. FURNISH AND INSTALL EXHAUST FAN(S) AS SPECIFIED ON THE DRAWINGS AND IN EQUIPMENT SCHEDULES.
<br />B. GENERAL DESCRIPTION:
<br />a. UPBLAST FAN SHALL BE FOR ROOF MOUNTED APPLICATIONS
<br />b. EACH FAN SHALL BEAR A PERMANENTLY AFFIXED MANUFACTURER'S ENGRAVED METAL NAMEPLATE CONTAINING THE MODEL
<br />NUMBER AND INDIVIDUAL SERIAL NUMBER.
<br />C. WHEEL:
<br />a. CONSTRUCTED OF ALUMINUM
<br />b. NON-OVERLOADING, BACKWARD INCLINED CENTRIFUGAL
<br />c. STATICALLY AND DYNAMICALLY BALANCED IN ACCORDANCE WITH AMCA STANDARD 204-05
<br />d. THE WHEEL CONE AND FAN INLET WILL BE MATCHED AND SHALL HAVE PRECISE RUNNING TOLERANCES FOR MAXIMUM
<br />PERFORMANCE AND OPERATING EFFICIENCY.
<br />D. MOTORS:
<br />a. AC INDUCTION MOTOR
<br />b. MOTOR ENCLOSURE: TOTALLY ENCLOSED FAN COOLED
<br />c. MOTORS ARE PERMANENTLY LUBRICATED, HEAVY DUTY BALL BEARING TYPE TO MATCH WITH THE FAN LOAD AND FURNISHED
<br />AT THE SPECIFIC VOLTAGE AND PHASE FOR FAN SIZES 90 AND LARGER. FAN SIZES 60-80 USE SLEEVE BEARING.
<br />d. MOUNTED ON VIBRATION ISOLATORS, OUT OF AIRSTREAM
<br />e. FOR MOTOR COOLING THERE SHALL BE FRESH AIR DRAWN INTO THE MOTOR COMPARTMENT THROUGH AN AREA FREE OF
<br />DISCHARGE CONTAMINANTS
<br />f. ACCESSIBLE FOR MAINTENANCE
<br />E. HOUSING:
<br />a. MOTOR COVER, SHROUD, CURB CAP, AND LOWER WINDBAND SHALL BE CONSTRUCTED OF HEAVY GAUGE ALUMINUM
<br />b. SHROUD SHALL HAVE AN INTEGRAL ROLLED BEAD FOR EXTRA STRENGTH
<br />c. SHROUD SHALL BE DRAWN FROM A DISC AND DIRECT AIR DOWNWARD
<br />d. LOWER WINDBAND SHALL HAVE A FORMED EDGE FOR ADDED STRENGTH
<br />e. MOTOR COVER SHALL BE DRAWN FROM A DISC
<br />f. ALL HOUSING COMPONENTS SHALL HAVE FINAL THICKNESS EQUAL TO OR GREATER THAN PREFORMED THICKNESS
<br />g. CURB CAP SHALL HAVE PRE-PUNCHED MOUNTING HOLES TO ENSURE CORRECT ATTACHMENT
<br />h. RIGID INTERNAL SUPPORT STRUCTURE
<br />i. LEAK PROOF
<br />F. HOUSING SUPPORTS AND DRIVE FRAME:
<br />a. DRIVE FRAME ASSEMBLIES SHALL BE CONSTRUCTED OF HEAVY GAUGE STEEL AND MOUNTED ON VIBRATION ISOLATORS
<br />G. VIBRATION ISOLATION:
<br />a. RUBBER ISOLATORS
<br />b. SIZED TO MATCH THE WEIGHT OF EACH FAN
<br />H. DISCONNECT SWITCHES:
<br />a. NEMA RATED: 4
<br />b. POSITIVE ELECTRICAL SHUT-OFF
<br />c. WIRED FROM FAN MOTOR TO JUNCTION BOX
<br />INSTALLED WITHIN MOTOR COMPARTMENT
<br />d. OPTIONS/ACCESSORIES: AS SPECIFIED IN EQUIPMENT
<br />SCHEDULES
<br />MECHANICAL SPECIFICATIONS
<br />H AINROFILACFOETATS
<br />REENIGNELANOISSEFORPDERETSIGERNo. 37151
<br />EXP. 12-31-2026
<br />BRIAN E .GRAHAM
<br />MEC LACINA
<br />©2
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<br />DESIGNED: BG LM BG
<br />MECHANICAL ENGINEER
<br />DRAWN: CHECKED:
<br />PORTOLA PARK
<br />SPLASH PAD
<br />X
<br />BENCHMARK DESCRIPTION:
<br />OCS BM SA-253-70
<br />FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT
<br />CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE
<br />AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE
<br />OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK
<br />PRINCIPAL CIVIL ENGINEER
<br />PRINCIPAL CIVIL ENGINEER25-2401
<br />NUMBER DATE INITIALS DESCRIPTION
<br />PREPARED UNDER THE
<br />SUPERVISION OF:
<br />CITY OF SANTA ANA
<br />FILE NO.:
<br />INSTALLEDAPPROVED
<br />CONSTRUCTION COMPLETED:
<br />BENCHMARK NO.: SA-253-70
<br />RECOMMENDED FOR
<br />CONSTRUCTION:
<br />REFERENCES
<br />PUBLIC WORKS AGENCY
<br />RCE NO.:
<br />ELEV.: 176.00 (2010)
<br />REVISIONS
<br />SHEET OF
<br />REVIEWED FOR
<br />CONSTRUCTABLITY:
<br />RCE NO.:
<br />BRIAN GRAHAM
<br />1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705
<br />Z:
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<br />MECHANICAL/PLUMBING SPECIFICATIONS MP3.0
<br />PS-25-2401
<br />57 57
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