HomeMy WebLinkAboutM0.2 Mechanical Specs- /COMcheck Software Version 4.0.6.1
Mechanical Compliance Certificate
V
Project Information
Cade:
90A (2007)Standard
Tito:
WESTON POINTE RESTAURANT
Carmel, Indiana
Zone:
Be
Type:
New Construclion
nswcuon Site: OwnedAgent
DealgrnConvacmr:
NORTH MICHIGAN ROAD JOE FARR
Shawn Curran
CARMEL, IN 46032 JOF DEVELOPMENT, LIM
Curran AKM1M¢cture
IN
57191AWTON LOOP E. DR.
317.569.0908
* 212
JFARR®JDFDEVELOPMENT.COM
INDIANAPOLIS, IN 46216
(317)288-0681
lechanical Systems List
tuanflty System Type IN Description
1 RID-t (Mingle Zone):
Heatlng: l each -Other, Gas, Capacity = 250 kBWIT
No minimum efficiency requirement applies
CeGNg: l eaM - Single Package DX Unk Capacity =181 Meet, Alr-Coolad Condenser, As Economizer
Proposed Eflklency =12.00 EER, Returned EMclency: 10.80 EER
Fan System: RTU-1 -Compliance (Manor nern a HP method) : Friar
Far:
RTU1 Supply, Single -Zone VAN, (Woe Cil 3.0 motor nameplate hp
II Compliance Statement
Statement: The proposed mechanical design represented In this document is consistent with the but
s, and other calculations submitted with this permit application. The proposed mechanical systems h'
meet the 90.1 R007) standard requirements In Lomcheck version 4.0.6.1 and to comply with any ap
equirements listed In Me Inspection Checklist.
M. Thomas PE i�� _ 5128/19
10fiettere Data
WESTON POINTE RESTAURANT
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City OF
Centel
�VT�t�D*VAWML
DATE: 08/19/19
plans,
Report Sate: 072E
Page 1 a
MECHANICAL SPECIFICATIONS
C GENERAL PROVISIONS
A.GENERAL CONDITIONS, CODES 8 STANDARDS
1. GENERAL CONDITIONS OF THE CONTRACT FOUND IN THE ARCHITECTURAL DRAWINGS,
GENERAL AND SPECIAL CONDITIONS OF THE AMERICAN INSTITUTE OF ARCHITECTS (AIA)
AND ANY OF THE OWNER'S GENERAL REQUIREMENTS SHALL APPLY UNLESS NOTED
OTHERWISE.
2. REFER TO THE GENERAL CONDITIONS ON THE ARCHITECTURAL DOCUMENTS AND THE
GENERAL AND SPECIAL CONDITIONS OF THE AIA FOR ADDITIONAL REQUIREMENTS
REGARDING; SAFETY, COORDINATION 8 COOPERATION, WOROARSHIP, PROTECTION,
CUTTING AND PATCHING, DAMAGE TO OTHER WORK, PRELIMINARY OPERATIONS, STORAGE,
ADJUSTMENTS, CLEANING, ETC.
3. ALL NARK SHALL BE IN CONFORMANCE WITH ALL LOCALLY ENFORCED, FEDERAL, STATE,
AND LOCAL CODES AND ORDINANCES INCLUDING ANY SPECIAL THE OWNER REQUIREMENTS IN
ADDITION TO THOSE SPECIFIED.
4. CONTRACTOR SHALL PAY FOR AND OBTAIN ALL NECESSARY LICENSES, PERMITS MD
INSPECTIONS REQUIRED TO PROCEED WITH THE WORK. THIS SHALL INCLUDE ALL
REQUIRED COORDINATION WITH THE LOCAL UTILITY COMPANIES AND THEIR ASSOCIATED
FEES OR COSTS.
B.SCOPE OF WORK
1. THIS CONTRACT SHALL INCLUDE THE FURNISHING, INSTALLING, CONNECTING, AND
OPERATION OF ALL EQUIP,IENT WHICH IS A PART OF THE MECHANICAL AND PLUMBING
SYSTEMS AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY SIMILAR INSTALLATIONS.
MY 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
AND INSTALLED UNDER THIS CONTRACT AT NO ADDITIONAL COST TO THE OWNER.
CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO PROVIDE THE
OWNER A COMPLETE, CODE APPROVED AND OPERATIONAL MECHANICAL AND PLUMBING
SYSTEMS.
2. CAREFULLY BEAD SPECIFICATION FOR ALL PARTS OF THE WORK SO AS TO BECOME
FAMILIAR WITH ALL TRADES' WORK SCOPE. CONSULT WITH OTHER TRADES TO INSURE
PROPER LOCATIONS AND AVOID INTERFERENCES. ANY CONFLICT SHALL BE BROUGHT TO
THE ATTENTION OF THE OWNER BEFORE WORK IS COMMENCED.
3. CONTRACTORS SHALL BE HELD TO HAVE EXAMINED THE PREMISES AND SIZE SO AS TO
COMPARE THEM WITH THE DRAWINGS AND SPECIFICATIONS, NOTE THE EXISTING
CONDITIONS AND OTHER WORK THAT WILL BE REQUIRED, AND THE NATURE OF THE
CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. NO ALLOWANCE SHALL BE
MADE TO THE CONTRACTOR BY REASON OF THIS FAILURE TO HAVE MADE SUCH EXAMINATION
OR OF ANY ERROR ON HIS PART.
4. ALL EXISTING UTILITY AND MECHANICAL SERVICES SHALL BE FIELD VERIFIED.
CORRECTIONS TO THE DESIGN AND INSTALLATION SHALL BE MADE WITHOUT ADDITIONAL
COST TO THE OWNER.
5. THIS CONTRACTOR IS RESPONSIBLE TO COORDINATE THE OPENINGS WITH THE GENERAL
TRADES CONTRACTOR. THE FINAL LOCATIONS AND SIZES OF ALL DUCT AND LOUVER
OPENINGS SHALL BE PROVIDED BY THIS CONTRACTOR.
6. ALL WORK INCLUDING, BUT NOT LIMITED TO PARTS, MATERIAL, EQUIPMENT AND LABOR
SHALL BE GUARANTEED FOR ONE YEAR AFTER ACCEPTANCE BY THE ENGINEER AND OWNER.
WHERE AN EQUIPMENT MANUFACTURER HAS A WARRANTY THAT EXCEEDS ONE YEAR, THAT
WARRANTY PERIOD SHALL APPLY TO THIS PROJECT.
C. DDCUMENTS
1. THE DRAWINGS ARE DIAGRAMMATIC, ALL WORK SHALL BE PERFORMED AS INDICATED ON
THE DRAWINGS UNLESS EXISTING CONDITIONS OR COORDINATION ISSUES REQUIRE
CHANGES. THESE CHANGES SHALL BE MADE WITH NO ADDITIONAL COST TO THE OWNER.
2. ANY INCIDENTAL ITEMS OR LABOR, ETC. NOT INCLUDED IN THE SPECIFICATIONS OR THE
DRAWINGS BUT REASONABLY IMPLIED AS NECESSARY FOR THE COMPLETE INSTALLATION OF
ALL APPARATUS SHALL BE INCLUDING IN BID.
3. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY
MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED EVEN THOUGH NOT
MENTIWED IN BOTH.
4. IF ERRORS ME FOUND IN THE DRAWINGS OR SPECIFICATIONS OR DISCREPANCIES OCCUR
BETWEEN THE SATE, OR BETWEEN THE FIGURES ON THE DRAWINGS, AND THE SCALE OF
SAME OR BETWEEN THE LARGER AND SMALLER DRAWINGS, OR IN THE DESCRIPTIVE MATTER
ON THE DRAWINGS SHALL BE REFERRED TO THE OWNER FOR REVIEW AND FINAL DECISION
PRIOR TO THE BID DUE DATE.
5. THE BIDDING OF THIS WORK WILL CONTEMPLATE THE USE OF EOUIRIENT AND MATERIALS
EXACTLY AS SPECIFIED HEREIN. WHERE MORE THAN ONE MANUFACTURER IS MENTIONED
ANY ONE MAY BE UTILIZED. SUBSTITUTE MANUFACTURERS MAY BE OFFERED ONLY AS AN
ALTERNATE TO THE SPECIFIED EQUIPMENT AND MATERIAL AND MUST BE SUBMITTED AS
SPECIFIED IN THE ARCHITECTURAL DOCUMENTS.
6. MISCELLANEOUS ITEMS NECESSARY TO COMPLETE THE SYSTEMS CAN BE OF MY
RECOGNIZED MANUFACTURE PROVIDED THESE ITEMS MEET MINIIMUM STANDARDS AS SET IN
THESE SPECIFICATIONS. REFER TO EACH SECTION FOR ANY SPECIFIC REQUIREMENTS.
D.COORDINATION
1. CONTRACTOR SHALL LOCATE, IDENTIFY AND PROTECT ANY EXISTING SERVICES WHICH ARE
REQUIRED TO BE MAINTAINED OPERATIONAL AND SHALL EXERCISE EXTRA CAUTION IN THE
PERFORMANCE OF ALL WORK TO AVOID DISTURBING SUCH FACILITIES. ALL COSTS FOR
REPAIR OF DAMAGES TO SUCH SERVICES SHALL BE PAID BY THE CONTRACTOR CAUSING
THE DAMAGE.
2. EACH CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO OTHER WORK CAUSED
BY HIS WORK OR THROUGH THE NEGLECT OF HIS OR HIS SUB -TRADE'S PERSONNEL. ALL
PATCHING, REPAIRING, REPLACEMENT AND PAINTING, ETC. SHALL BE DONE AS DIRECTED
BY THE OWNER BY THE CRAFTSMEN OF THE TRADES INVOLVED. THE COSTS OF SUCH WORK
SHALL BE PAID BY THE CONTRACTOR CAUSING THE DAMAGE.
E.METHODS
1. EXCAVATIONS SHALL BE ME IN OPEN TRENCHES. FLOORS SHALL BE SAW CUT. PIPING
SHALL BE LAID ON AN APPROPRIATELY GRADED 6' BED OF CLEAN AND DRY SAND.
ENGINEERED FILL SHALL BE USED TO BACKFILL TO 6' ABOVE THE PIPING. MORRILL
THE REMAINDER OF THE TRENCH UTILIZING THE EXCAVATED MATERIAL IF APPROVED BY
THE ARCHITECT OR THE OWNER. IF THE EXCAVATED MATERIALS ARE NOT ACCEPTABLE,
ENGINEERED FILL ACCEPTABLE TO THE ARCHITECT SHALL BE UTILIZED TO BACKFILL THE
REMAINDER OF THE TRENCH. BACKFILL SHALL BE ACCOMPLISHED IN 9' LIFTS WITH ALL
LIFTS COMPACTED TO 95% PROCTOR. PATCH FLOOR TO MATCH EXISTING.
2. EQUIPMENT, PIPING, DUCTWORK, ETC. SHALL NOT BE SUPPORTED FROM ANY CEILINGS,
OTHER PIPING, CONDUIT OR DUCTWORK, ROOF DECK, OR JOIST BRIDGING. ITEMS SHALL
BE SUPPORTED FROM ACCEPTABLE STRUCTURAL BUILDING COMPONENTS AS DETERMINED BY
THE ARCHITECT AND STRUCTURAL ENGINEER.
3. ALL ROOF PENETRATIONS, FLASHINGS MD COUNTER FLASHINGS SHALL BE PERFORMED BY
THE OWNER'S ROOFING CONTRACTOR AT THE REQUESTING CONTRACTORS COST.
F. SUBMITTALS
1. SHOP DRAWINGS SHALL BE PROVIDED TO THE ARCHITECT OF ALL EQUIPMENT AND
ACCESSORIES PROVIDED FOR THE PROJECT WHETHER SPECIFIED HERE -IN OR ON THE
DRAWINGS. REVIEW OF THE SHOP DRAWINGS SHALL BE FOR GENERAL DESIGN CONCEPT
AND ADHERENCE WITH THE SPECIFICATIONS. QUANTITY OF SHOP DRAWINGS SUBMITTED
SHALL BE AS SPECIFIED BY THE ARCHITECT. SHOP DRAWINGS SHALL BE PREPARED BY
THE CONTRACTOR SHOWING LOCATIONS AND MEASUREMENTS FROM COLUMNS OF ALL
CONCEALED AND EXPOSED PIPING, DUCTWORK, CONDUIT, EQUIPMENT, ACCESSORIES, ETC.,
AND SUBMITTED PRIOR TO INSTALLATION. THE OWNER MAY MAD: REPRODUCIBLE COPIES
OF THEIR DRAWINGS AVAILABLE FOR USE IN PREPARATION OF SHOP DRAWINGS, HOWEVER
THE OWNER SHALL NOT BE HELD RESPONSIBLE FOR NOT CONFIRMING ALL INFORMATION ON
THE DRAWINGS PRIOR TO FABRICATION AND/OR INSTALLATION.
2. PROJECT RECORD DOCUMENTS - MAINTAIN AT THE JOBSITE ONE WRY OF ALL CONTRACT
DOCUMENTS CLEARLY MARKED AS "PROJECT RECORD COPY", THESE DRAWINGS ME TO BE
MAINTAINED IN GOOD CONDITION, UPDATED DAILY FOR CHANGES ENCOUNTERED AND
AVAILABLE AT ALL TIMES FOR INSPECTION BY THE OWNER. DO NOT USE FOR FIELD
O NSTRUCTIONI PROJECT RECORD DOCUMENTS ARE TO BE KEPT CURRENT WITH EXACT
DIMENSIONS OF ALL WORK, EQUIPMENT, PIPING, VALVES, DUCTWORK, ETC. MARK ALL
INFORMATION IN RED LINES AND NOTES SO AS TO BE EASILY IDENTIFIED FROM THE
BASE DRAWING. UPON COMPLETION OF THE WORK, ONE SET OF THESE DOCUMENTS SHALL
BE TURNED OVER TO THE OWNER AS ONE QUALIFICATION FOR FINAL PAYMENT.
3. AFTER THE BALANCING AND ACCEPTANCE TESTS ARE COMPLETED AND ACCEPTED BY THE
OWNER, THREE COMPLETE SETS OF AS -BUILT DOCUMENTATION SHALL BE PROVIDED. IT
SHALL INCLUDE, BUT NOT BE LIMITED TO ACCURATE PLAN DRAWINGS, SYSTEM AND
CONTROL SCHEMATICS, SEQUENCE OF OPERATION, WIRING DIAGRAMS AND OPERATION AND
MAINTENANCE MANUALS.
II. INSULATION
A.GENERAL
1. INSTALLATION SHALL CONFORM TO THE MANUFACTURER'S RECOMMENDATIONS, AND IN
ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES.
2. CLEAN AND DRY SURFACES PRIOR TO INSULATING.
3. EXTEND INSULATION WITHOUT INTERRUPTION THROUGH WALLS, FLOORS, HANGERS AND
SIMILAR PENETRATIONS.
4. INSULATION JACKET AND FITTING COVER MUST BE PLENUM RATED.
5. IT IS ESSENTIAL THAT THE INTEGRITY OF THE VAPOR -BARRIER BE MAINTAINED. SEAL
ALL PENETRATIONS OF THE VAPOR BARRIER BY STAPLES, HANGERS OR WHERE OTHERWISE
DAMAGED.
6. MAINTAIN ACCESS TO BALANCING DAMPERS AND VALVES.
7. INSULATION SHALL BE B' OWENS-CORNING, KNAUF, OR MANVILLE.
B.HVAC PIPING
1. PIPING SHALL BE INSULATED WITH FIBERGLASS PIPING INSULATION WITH AN ALL
SERVICE JACKET AND SELF SEALING LAP (ASJ/SSL).
a. INTERIOR APPLICATION
(1) CONDENSATE WATER PIPING - 112 INCH THICK
2. FITTINGS AND VALVES SHALL BE INSULATED WITH PRE -MOLDED FIBERGLASS FITTINGS
AND COVERED WITH A PRE -FORMED PVC FITTING COVER.
C.HVAC DUCTWORK
1. INTERNALLY INSULATE WITH 1 INCH THICK, 1-1/2# DENSITY ACOUSTICAL INSULATION
(AIR SIDE BLACK COATED TO MEET NFPA) ALL DUCTWORK NOTED AS REQUIRING SUCH.
INTERNAL INSULATION SHALL BE INSTALLED PER THE REQUIREMENTS OF THE SMACNA
GUIDE AND THE MANUFACTURER'S RECOMMENDATIONS. DUCT SIZES NOTED ON DRAWING
PALE SHEET METAL DIMENSIONS.
2. ALL UNEXPOSED SUPPLY DUCTWORK SHALL BE WRAPPED WITH 1-112 INCH OF 0.75
LB/CU.FT. FIBERGLASS, FOIL BACKED DUCT WRAPPING.
3. ALL KITCHEN HOOD EXHAUST DUCTWORK SHALL BE INSULATED WITH ETS FLAME SHIELD
FIRE STOP BLANKET OR 3M FIRE BARRIER BLANKET.
D.PLUMBING
1. ALL ABOVE GROUND PIPING SHALL BE INSULATED WITH FIBERGLASS PIPING INSULATION
WITH AN ALL SERVICE JACKET AND SELF SEALING LAP (ASJ/SSL).
a. DOMESTIC HOT AND COLD WATER PIPING - 1 INCH THICK.
I. NON -VERTICAL (INCLUDING ELBOWS) RAINWATER LEADERS, OVERFLOW RAINWATER
LEADERS, DRAIN AND BODIES - 1 INCH THICK
2. FITTINGS MD VALVES SHALL BE INSULATED WITH PRE -MOLDED FIBERGLASS FITTINGS
AND COVERED WITH A PRE -FORMED PVC FITTING COVER.
3. SEE FIXTURE SPECIFICATIONS FOR BARRIER FREE REQUIREMENTS.
III. PLUMBING
A.GENERAL
1. THE ENTIRE PLUMBING INSTALLATION, MATERIALS, EQUIPMENT, ETC. SHALL CONFORM TO
THE REQUIREMENTS OF THE LOCALLY ENFORCED BUILDING CODE, THE INTERNATIONAL
PLUMBING CODE, THE AMERICAN DISABILITIES ACT GUIDELINES, AND ANSI A117.1
REQUIREMENTS FOR THE PHYSICALLY CHALLENGED AND THE UNIFORM FEDERAL
ACCESSIBILITY STANDARDS (UFAS). CONTRACTOR TO VERIFY ALL PLUMBING ROUGH IN
DIMENSIONS MEET THE ABOVE NOTED REQUIREMENTS. VERIFY FINAL ROUGH IN WITH
ARCHITECT PRIOR TO BACKFILLING OR WALL INSTALLATION.
2. TEST ALL SEWER AND WATER PIPING IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES.
3. FURNISH ACCESS DIMS FOR WALL CLEAN OUTS MD VALVES IN WALLS.
4. ALL FIXTURES AND EQUIPMENT NOT SPECIFIED HERE -IN ARE BEING PROVIDED BY OTHERS.
THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ROUGHING IN ALL SERVICES FOR ALL
EQUIPMENT WHETHER PROVIDED BY THIS CONTRACTOR OR OTHERS. CONTRACTOR SHALL
COORDINATE HIS INSTALLATION WITH THE APPROPRIATE EQUIPMENT SUPPLIER FOR
PROPER ROUGH IN INFORMATION AND SHALL REVISE THE DESIGN AS REQUIRED TO MATCH
THE EQUIPMENT BEING SUPPLIED. THIS CONTRACTOR SHALL PROVIDE ALL LABOR AND
MATERIALS REQUIRED TO CONNECT ALL FIXTURES TO THE PLUMBING SYSTEMS INCLUDING
BUT NOT LIMITED TO; ALL WATER OR NATURAL GAS CONNECTIONS FROM APPROPRIATE
STOP OR VALVE, ALL DIRECT SANITARY CONNECTIONS, ALL INDIRECT WASTE
CONNECTIONS TO FLOOR DRAINS OR SINKS FROM SINKS OR EQUIPMENT, WALK-IN COOLER
AND FREEZER COIL CONDENSATE WIN PIPING, ETC.
5. FIRE STOPPING - REFER TO ARCHITECTURAL DRAWINGS FOR WALL TYPE AND UL
CONSTRUCTION DESIGN NUMBER. FOR RATED MASONRY WALL AND FLOOR ASSEMBLIES,
PROVIDE A UL APPROVED THROUGH -PENETRATION FIRE STOP SYSTEM NUMBER C-AJ-1175.
FOR RATED GYPSUM BOARD ASSEMBLIES, PROVIDE A UL APPROVED THROUGH -PENETRATION
FIRE STOP SYSTEM NUMBER W-L-1003.
B.PIPING
1. PIPE HANGERS FOR THE PLUMBING SYSTEM SHALL BE ADJUSTABLE CLEVIS HANGERS WITH
APPROPRIATE CLAMP. ALL PIPING SHALL BE SUPPORTED ON A MAXIMUM SPACING OF:
a. 6CENTERS FOR PIPING 3/4' AND SMALLER.
b. 8' CENTERS FOR 1' PIPING.
c. 10' CENTERS FOR PIPING LARGER THAN 1'.
d. PIPING PROVE THE ROOF SHALL BE SUPPORTED PER THE DERAIL ON THE DRAWINGS.
e. PIPE HANGERS FOR INSULATED PIPING SYSTEMS SHALL BE SIZED FOR THE CROSS
OUTSIDE DIMENSION OF THE PIPE AND INSULATION. SEE INSULATION
SPECIFICATIONS FOR INSULATION REQUIREMENTS.
C.SANITABY AND VENT
1. ALL PIPING SHALL PITCH TO ITS APPROPRIATE MAIN AT NO LESS THAN 118' PER FOOT
SLOPE.
2. UNDERGROUND WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON HUB AND
SPIGOT PIPE WITH COMPRESSION GASKET JOINTS OR SCHEDULE 40 DO PVC PIPING AND
FITTINGS WITH SOLVENT WELDED JOINTS.
3. ABOVE GROUND WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON NO HUB
PIPE WITH STAINLESS STEEL BANDED JOINTS AND BE HUNG PER C.I.S.P.I.
REQUIREMENTS OR SCHEDULE 40 MV PVC PIPING AND FITTINGS WITH SOLVENT WELDED
JOINTS.
a. PVC PIPING SHALL NOT BE INSTALLED IN A RETURN AIR PLENUM.
4. SANITARY PIPING EXTERIOR TO THE BALDING AREA SHALL BE SCHEDULE 80 DR PVC
PIPING AND FITTINGS WITH SOLVENT WELDED JOINTS.
5. ALL ABOVE GROUND GREASY WASTE PIPING SHALL BE SERVICE WEIGHT CAST IRON NO -HUB
PIPE WITH STAINLESS STEEL WED JOINTS MO BE HUNG PER C.I.S.P.I.
REQUIREMENTS. ALL PIPING SHALL PITCH TO THE GREASE TRAP AT NO LESS THAN 1/4'
PER FOOT SLOPE.
D.DOMESTIC WATER
1. CONTRACTOR SHALL COORDINATE WITH THE BUILDING OWNER AND THE LOCAL WATER
COMPANY FOR THE INSTALLATION OF A NEW WATER SERVICE. THIS SHALL INCLUDE THE
FEES/COSTS AND INSTALLATION OF A NEW WATER METER AS SHOWN ON THE PLANS AND
THE ASSOCIATED REMOTE READER. THE ENTIRE INSTALLATION SHALL CONFORM TO THE
REQUIREMENTS OF THE LOCAL WATER COMPANY. LOCATE REMOTE READER AT BUILDING
OWNER'S AND WATER COMPANY'S DIRECTION.
2. TEST WATER PIPING TO HYDROSTATIC PRESSURE OF 100 PSIG. FOR TWO HOURS.
STERILIZE ALL DOMESTIC WATER PIPING IN ACCORDANCE WITH A.W.W.A. STANDARDS.
3. UNDERGROUND WATER PIPING, 2-112- AND LARGER, SHALL BE DUCTILE -IRON PIPE AND
FITTINGS CONFORMING TO ANSI A21.51 AND AWWA 0111 RUBBER GASKET JOINTS.
4. UNDERGROUND WATER PIPING, 2' AND SMALLER, SHALL BE TYPE 'K' SOFT COPPER TUBE
OR HARD DRAWN PIPE WITH SILVER BRAZED JOINTS (SIL-FOS 15).
5. ABOVE GROUND WATER PIPING, 4' AND LARGER, SHALL BE SOUEWLE 40, ASTM A120
GALVANIZED STEEL PIPE WITH MECHANICAL GROOVED PIPE COUPLINGS AND FITTINGS.
6. ABOVE GROUND WATER PIPING, 3' AND SMALLER, SHALL BE TYPE 'L' HARD DRAWN
COPPER PIPE WITH WROUGHT COPPER FITTINGS AND 95 5 SOLDERED JOINTS. AS AN
ALTERNATE THE CONTRACTOR MAY UTILIZE COPPER PRESS FITTINGS (PROPRESS SYSTEM)
AS MANUFACTURED BY VIEGA, FITTINGS SHALL CONFORM TO THE MATERIAL AND SIZING
REQUIREMENTS OF ASME B16.18 OR ASME B16.22. 0-RINGS FOR FITTINGS SHALL BE
EDW. INSTALLATION OF FITTINGS SHALL CONFORM TO COME AND THE MANUFACTURER'S
SPECIFICATIONS/REQUIREMENTS. WATER PIPING JOINTS BETWEEN DIFFERENT MATERIALS
SHALL BE PER THE LOCALLY ENFORCED PLUMBING CODE SECTION 605.22.
7. DOMESTIC WATER VALVES SHALL BE AS FOLLOWS:
a. 2' MD SMALLER SHALL BE MILWAUKEE VALVE 41 OR MA-150 PALL VALVE
b. 2-112' AND LARGER SHALL BE MILWAUKEE VALVE #F2885 GATE VALVE.
E. NATURAL GAS SYSTEMS
1. GENERAL
a. CONTRACTOR SHALL COORDINATE WITH THE LOCAL GAS COMPANY TO PROVIDE A NEW
SERVICE FOR THE BALDING. THIS SHALL INCLUDE THE INSTALLATION OF A NEW
REGULATOR AND METER (AS REQUIRED) WITH A NEW HOUSE LINE. THE ENTIRE
INSTALLATION SHALL CONFORM TO THE GAS COMPANY REQUIREMENTS. ALL FEES
AND/OR COSTS ASSOCIATED WITH THE GAS SERVICE AND METER SHALL BE PAID BY
THE CONTRACTOR.
2. PIPING
a. NATURAL GAS PIPING MATERIAL, JOINTS AND INSTALLATION SHALL MEET THE
REQUIREMENTS OF THE LOCALLY ENFORCED INTERNATIONAL FUEL AND GAS COME, THE
UTILITY COMPANY REQUIREMENTS AND ANY OTHER AUTHORITIES HAVING
JURISDICTION.
b. ALL ELEVATION CHANGES AND CONNECTIONS TO EQUIPMENT SHALL HAVE A 6' DEEP
DRIP LEG.
c. PROVIDE A FULL SIZE GAS SHUT-OFF VALVE AND GROUND JOINT UNION AT ALL
CONNECTIONS TO GAS FIRED EMIPMIENT.
d. IN NO CASE MAY A VALVE BE INSTALLED IN A RETURN AIR PLENUM.
e. ABOVEGROUND NATURAL GAS PIPING SHALL BE:
(1) 2' AND SMALLER: SCHEDULE 40 BLACK STEEL PIPE WITH THREAD JOINTS AND
MALLEABLE IRON FITTINGS.
(2) 2-1/E' AND LARGER: SCHEDULE 40 BLACK STEEL PIPE WITH WROUGHT STEEL
SUFFERED FITTINGS.
f. GAS SHUT-OFF VALVES SHALL BE:
(1) 1- AND SMALLER: 125 LB. IRON BODY WITH BRONZE PLUG WASHER. CRANE a 320
OR HOMESTEAD # W1.
(2) 1-1/4' AND LARGER: LUBRICATED PLUG COCK. NORDSTRUM # 142 OR HOMESTEAD #
602.
(3) OR APPROVED EQUAL VALVES BY NIBCO, LUNKENHEIMER, STOCKHAM OR POWELL.
IV. HVAC
A.GENERAL
1. THE PROJECT CONSISTS OF THE INSTALLATION OF ROOFTOP UNITS AND ALL RELATED
MECHANICAL COMPONENTS AND DUCTWORK. ALL EXISTING MECHANICAL EQUIPMENT
DUCTWORK, ETC. MIST BE FIELD VERIFIED FOR EXACT LOCATION.
B. PIPING
1. OUTDOOR CONDENSATE PIPING SHALL BE TYPE "L" COPPER CONDENSATE DRAIN FOR THE
ROOFTOP MOUNTED AIR CONDITIONING UNIT, INSTALLED PER THE MANUFACTURERS
REQUIREMENTS AND DETAILS. GRAIN SHALL DISCHARGE INTO A ROOF DRAIN.
2. FIRE STOPPING - FOR INSULATED PIPES THROUGH RATED MASONRY WALL AND FLOOR
ASSEMBLIES, PROVIDE A UL APPROVED THROUGH -PENETRATION 3M INTUMESCENT FIRE
STOP SYSTEM #C-AJ-1175. FOR RATED GYPSUM BOARD ASSEMBLIES PROVIDE A UL
APPROVED THROUGHPENETRATIONFIRE STOP SYSTEM NUMBER W-L-1003. OTHER
PRODUCTS BY RATIONALLY APPROVED MANUFACTURERS AS USG AND HILTI.
3. AFTER INSTALLATION IS COMPLETED REMOVE, CLEAN, AND REPLACE STRAINER SCREENS.
ISOLATE EQUIPMENT THAT IS NOT SUBJECTED TO TEST PRESSURE FROM PIPING.
SUBJECT PIPING SYSTEM TO HYDROSTATIC TEST PRESSURE THAT IS NOT LESS THAN 1.5
TIMES THE DESIGN PRESSURE. CHECK JOINTS AFTER 10 MINUTES OF TESTING AND
ELIMINATE LEAKS. REPEAT TEST IF LEAKS WERE REPAIRED. AFTER CLEANING,
FLUSHING AND TESTING, BUT BEFORE BALANCING, REMOVE DISPOSABLE FINE -MESH
STRAINERS IN PUMP SUCTION DIFFUSERS. FILL SYSTEM 30% ETHYLENE GLYCOL AND
PERFORM INITIAL CHEMICAL TREATMENT.
C.DUCTWORK AND AIR DISTRIBUTION
1. DUCTWORK (ROUND OR RECTANGULAR OR SPIRAL) SHALL BE OF GALVANIZED STEEL
CONSTRUCTION AND SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF
THE SMMNA MANUAL AND THE FOLLOWING PRESSURE / SEAL SCHEDULE:
a. SUPPLY AIR DUCTWORK - 2' W.G. POSITIVE PRESSURE, SEAL CLASS B.
I. RETURN DUCTWORK - 2' W.G. NEGATIVE PRESSURE, SEAL CLASS B.
2. FLEXIBLE CONNECTIONS AT THE INLET MD OUTLET OF THE RTU. INSTALL FLEXIBLE
CONNECTIONS WITH 3' WIDE DOUBLE NEOPRENE COATED FLAME RETARDANT, NFPA 90A
APPROVED, FIBERGLASS FLEXIBLE CONNECTION. FLEXIBLE CONNECTION TO HAVE A
MINIMUM OF 24 GAGE, 3' WIDE SHEET METAL DOLLARS PERMANENTLY ATTACHED TO EACH
SIDE.
3. PROVIDE 3'x3'xl/4' ANGLE FRAMING AROUND THE ROOF OPENINGS FOR THE SUPPLY AND
RETURN AIR DUCTWORK.
4. SUPPORT ALL SHEET METAL AND EQUIPMENT FROM ANGLE IRON CONNECTED TO STRUCTURAL
STEEL. DO NOT SUSPEND DUCT OR EQUIPMENT FROM METAL DECK OR JOIST BRIDGING.
V.HVAC EQUIPMENT
A.GENERAL
1. INSTALLATION OF ALL EQUIPMENT SHALL COMPLY WITH THE MANUFACTURER'S
INSTALLATION INFORMATION AND INSTRUCTIONS5 REQUIREMENTS AND MY ADDITIONAL
GUIDELINES. CONTRACTOR SHALL PROVIDE ALL ADDITIONAL REQUIRED ACCESSORIES
REQUIRED TO COMPLETE THE INSTALLATIONS.
2. HVAC EQUIPMENT SHALL BE 'STARTED UP' BY A FACTORY TRAINED AND AUTHORIZED
SERVICE TECHNICIAN.
3. ALL FACTORY STARTUP FORMS SHALL BE COMPLETED AND TURNED OVER TO THE CANER
WITH ALL COMPLETED WARRANTY CARDS PRIOR TO FINAL APPROVAL.
B. PACKAGE ROOFTOP HEATING MD AIR-CONDITIONING UNITS
1. SEE DRAWING FOR INDIVIDUAL UNIT PERFORMANCE REQUIREMENTS.
2. UNIT SHALL BE OF ONE-PIECE PACKAGED CONSTRUCTION COMPLETELY ASSEMBLED, WIRED
AND FACTORY TESTED.
3. WIRING SHALL COMPLY WITH LATEST EDITION OF THE NEC AND SHALL INCORPORATE
3-LEG OVERLOAD PROTECTION FOR THE COMPBESSDRIS).
4. UNIT SHALL BE COMPLETE WITH PRESSURE SAFETY CONTROLS, ANTI -SHORT CYCLE
PROTECTION AND CONTROLS (WHEN SPECIFICALLY NOTED ON THE DRAWINGS).
Vill. LABELING
A. SUMMARY
1. SECTION INCLUDES NAMEPLATES
B.REFERENCES
1. ASME A13.1 (AMERICAN SOCIETY OF MECHANICAL ENGINEERS) - SCHEME FOR THE
IDENTIFICATION OF PIPING SYSTEMS.
C.NAMEPLATES
1. PRODUCT DESCRIPTION: LAMINATED THREE -LAVER PLASTIC WITH ENGRAVED BLACK
LETTERS ON LIGHT CONTRASTING BACKGROUND COLOR.
D.PREPARATION
1. DECREASE AND CLEAN SURFACES TO RECEIVE ADHESIVE FOR IDENTIFICATION MATERIALS.
E.INSTALLATION
1. INSTALL IDENTIFYING DEVICES AFTER COMPLETION OF COVERINGS AND PAINTING.
2. INSTALL PLASTIC NAMEPLATES WITH CORROSIVE -RESISTANT MECHANICAL FASTENERS, OR
ADHESIVE.
CURRAN
ARCHITECTURE
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INDIANAPOLIS, IN 46216
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DRAWN BY: JES CHECKED BY: KM
OT/E/S
ENGINEERING
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Cleveland, OH 44145
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NGEM T
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T�.• STATE OF i 4R�
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THIS DRAWING AND THE IDEAS, DESIGNS
AND CONCEPTS CONTAINED HEREIN ARE
THE EXQUSNE INTELLECTUAL PROPERTY
OF CURRAN ARCHITECTURE, AND ARE NOT
TO BE USED OR REPRODUCED, WHOM OR
IN PART, WITHOUT THE WRITTEN
CONSENT OF CURRAN ARCHITECTURE.
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'KOJEC I INFURMAI IC
WESTON POINTE
RESTAURANT
WESTON POINTE DRIVE
NORTH MICHIGAN ROAD
CARMEL, INDIANA
MECHANICAL
SPECIFICATIONS
CARMEL RESUBM
PERMIT SET
ADDENDUM 1
ADDENDUM 2
PERMIT SET
170026
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