Transcript of N: 1MenemshaDoor DashMEN-FL-01-21 - Doordash - St ...
N:\2021\Menemsha\Door Dash\MEN-FL-01-21 - Doordash - St.
Petersburg, FL\Structural\Drawings\MEN-FL-01-21 - DOOR DASH_St Pete
FLBUILDING CODES AND STANDARDS USED FOR DESIGN
1. THE FLORIDA BUILDING CODE 2020, 7TH EDITION OCCUPANCY CATEGORY:
II
DESIGN LOADS
1. DESIGN LOADS ROOF LIVE LOAD: 20 psf ROOF DEAD LOAD: 15 psf
2. WIND LOAD DESIGN CRITERIA WIND IMPORTANCE FACTOR, I: 1.0 BASIC
WIND SPEED: 145 MPH (3 SEC GUST) WIND EXPOSURE CATEGORY: B GCpi:
+/- 0.18
EXISTING CONSTRUCTION NOTES
1. ALL DIMENSIONS AND ELEVATIONS TO EXISTING CONSTRUCTION ARE FOR
REFERENCE ONLY. FIELD VERIFY DIMENSIONS AND ELEVATIONS PRIOR TO
PREPARING SHOP DRAWINGS, FABRICATING MEMBERS (STRUCTURAL ITEMS),
AND INSTALLATION.
2. ALL HOLES THROUGH EXISTING CONSTRUCTION SHALL BE CORE-DRILLED OR
SAWCUT. DO NOT CUT ANY REINFORCING STEEL WHILE DRILLING INTO
EXISTING CONCRETE. DO NOT TORCH CUT.
3. NOTIFY STRUCTURAL ENGINEER IMMEDIATELY OF ANY DISCREPANCIES
BETWEEN EXISTING CONDITIONS AND STRUCTURAL DRAWINGS.
4. FOR ALL EXISTING CONSTRUCTION: DUE TO LIMITED OBSERVATION, OR
NOT BEING ABLE TO VISIT THE EXISTING BUILDING DURING THE
PREPARATION OF THESE DOCUMENTS, CASE ENGINEERING HAS ASSUMED THE
EXISTING STRUCTURE IS IN LIKE-NEW CONDITION WITH NO CORROSION,
DETERIORATION, OR DAMAGE, AND WAS CONSTRUCTED PER ANY ORIGINAL
CONSTRUCTION DOCUMENTS PROVIDED (IF ANY EXIST). CONTRACTOR SHALL
VERIFY THESE ASSUMPTIONS TO THE BEST OF THEIR ABILITY AND NOTIFY
THE ENGINEER OF ANY CONCERNS, ISSUES, OR DISCREPANCIES.
5. CONTRACTOR TO VERIFY TOP OF ROOF SLOPE IS AT LEAST ¼" PER FOOT
AFTER PLACEMENT OF ANY NEW LOADS APPLIED TO ROOF OR HUNG FROM ROOF
FRAMING. LOADS FROM NEW OR REPLACED ITEMS MAY INCLUDE, BUT ARE NOT
LIMITED TO, ROOF TOP MECHANICAL UNITS (RTU'S) AND ASSOCIATED
DUCTWORK, HUNG HOODS, MAKE-UP AIR UNITS, CONDENSERS, COMPRESSORS,
EXHAUST FANS, HUNG TRANSFORMERS, ROOFTOP GENERATOR(S), RE-ROOF
MATERIALS, NEW CEILINGS, HUNG SIGNAGE, HUNG SPRINKLER PIPING, ETC.
ALSO VERIFY THAT ALL ROOF DRAINS INCLUDING INTERIOR PRIMARY AND
SECONDARY EMERGENCY OVERFLOW DRAINS AND ANY WALL SCUPPERS ARE CLEAR
AND FREE-DRAINING. REPORT RESULTS IN WRITING TO ARCHITECT AND
STRUCTURAL ENGINEER AS SOON AS PRACTICAL DURING THE CONSTRUCTION
PROCESS.
GENERAL STRUCTURAL NOTES
1. THIS DRAWING SET IS TO BE VIEWED AS A WHOLE AND COORDINATED WITH
ARCHITECTURAL, MECHANICAL AND OTHER DISCIPLINES. ALL WORK
PERTAINING TO A SPECIFIC CONTRACTOR MAY OR MAY NOT BE SHOWN ON
SPECIFIC DRAWING SECTIONS. IT IS EACH SUBCONTRACTOR'S
RESPONSIBILITY TO PREPARE HIS BID FROM A COMPLETE SET OF
PLANS.
2. THE CONTRACTOR SHALL FOLLOW WRITTEN DIMENSIONS ONLY. DO NOT
SCALE DRAWINGS. DIMENSIONS NOT SHOWN ON PLAN TO BE COORDINATED WITH
ARCHITECTURAL PLANS.
3. WHERE INFORMATION PROVIDED IN THESE STRUCTURAL DRAWINGS
CONTRADICTS INFORMATION PROVIDED IN PROJECT SPECIFICATIONS, THE
SPECIFICATIONS SHALL TAKE PRECEDENCE.
4. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO
BE TYPICAL AND SHALL APPLY AT ANY SIMILAR SITUATION ELSEWHERE ON
THE JOB, EXCEPT WHERE A DIFFERENT DETAIL OR SECTION IS SHOWN.
5. THE STRUCTURE SHALL BE ADEQUATELY BRACED AND SHORED DURING
ERECTION AGAINST WIND AND ERECTION LOADS. STRUCTURAL MEMBERS ARE
DESIGNED FOR "IN- PLACE" LOADS ONLY.
6. THE GENERAL CONTRACTOR SHALL VERIFY ALL OPENING SIZES, PAD
SIZES, AND LOCATIONS WITH THE RESPECTIVE CONTRACTORS.
7. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER
IMMEDIATELY OF ANY DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS AND
ACTUAL FIELD CONDITIONS.
8. SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS AND INFORMATION.
9. ALL ELEVATIONS GIVEN ARE REFERENCED TO FINISHED FLOOR ELEVATIONS
AT 100'-0",
UNLESS SHOWN AS USGS ELEVATIONS. 10. WHERE GENERAL NOTES OR TYPICAL
DETAILS CONTRADICT INFORMATION PROVIDED
IN BUILDING SECTIONS, THE BUILDING SECTIONS TAKE PRECEDENCE. 11.
ALL HOLES THROUGH CONSTRUCTION SHALL BE CORE DRILLED OR SAWCUT. 12.
ALL REINFORCEMENT AND SUBFRAMING INDICATED ON PLAN SHALL BE
INSTALLED
PRIOR TO PLACING EQUIPMENT. 13. EQUIPMENT WEIGHING LESS THAN 100LBS
NOT SHOWN ON PLAN. SEE MECHANICAL
DRAWINGS. 14. WEIGHTS SHOWN ON DRAWING INCLUDE WEIGHTS OF UNIT,
CURB, AND ALL
ACCESSORIES. DO NOT PLACE UNIT WHEN OPERATING WEIGHT EXCEEDS THAT
INDICATED. NOTIFY STRUCTURAL ENGINEER.
15. VERIFY LOCATIONS OF ALL MECHANICAL EQUIPMENT WITH MECHANICAL
DRAWINGS. 16. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING
DESIGNATIONS AND
GRADES: - ANGLES, CHANNELS, PLATES, BARS AND RODS TO BE:
- ASTM A36 - GRADE 36 - Fy = 36ksi
17. FV = FIELD VERIFY (E) = EXISTING
SPECIAL INSPECTIONS
1. REFER TO THE SPECIAL INSPECTION TABLES FOR THE LIST OF ELEMENTS
OF CONSTRUCTION THAT SHALL REQUIRE SPECIAL INSPECTION. THIS SHALL
BE CONSIDERED A GUIDE, AND THE CONTRACTOR AND INSPECTOR SHALL REFER
TO THE IBC FOR COMPLETE REQUIREMENTS, QUALIFICATIONS, EXCEPTIONS,
AND SUBMITTALS. REFER TO SECTION 1705 FOR 2012-2018 OR NEWER CODES.
THE OWNER SHALL BE RESPONSIBLE FOR EMPLOYING THE SPECIAL INSPECTION
AGENCY. ANY "OBSERVATIONS" BY THE EOR WILL NOT BE TO PERFORM
SPECIAL INSPECTIONS AND SHALL NOT BE INTERPRETED AS SUCH.
2. COPIES OF ALL INSPECTION REPORTS THAT REPORT COMPLIANCE SHALL BE
SUBMITTED TO THE ARCHITECT OF RECORD, STRUCTURAL ENGINEER OF
RECORD, AND BUILDING INSPECTOR WITHIN 7 CALENDAR DAYS OF COMPLETION
OF THAT PORTION OF WORK. A MINIMUM OF ONE (1) PROGRESS REPORT PER
MONTH FOR EACH TYPE OF CONSTRUCTION REQUIRING SPECIAL INSPECTION
SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD.
3. SPECIAL INSPECTOR SHALL INFORM ENGINEER OF RECORD IMMEDIATELY OF
NON- COMPLIANCE WITH CONSTRUCTION DOCUMENTS OR APPROVED SUBMITTALS.
CONTACT ENGINEER OF RECORD THE SAME DAY NON-COMPLIANCE IS
DISCOVERED AND FOLLOW UP WITH AN OFFICIAL REPORT WITHIN 2 BUSINESS
DAYS.
4. THE SPECIAL INSPECTIONS IDENTIFIED ON THE PLANS ARE IN ADDITION
TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE
PERFORMED BY A BUILDING INSPECTOR.
5. SPECIAL INSPECTIONS ARE NOTED AS EITHER "CONTINUOUS" OR
"PERIODIC". A "CONTINUOUS" INSPECTION REQUIRES THE PRESENCE OF A
QUALIFIED INSPECTOR IN THE VICINITY OF THE WORK BEING PERFORMED FOR
100% OF THAT WORK. A "PERIODIC" INSPECTION REQUIRES PART-TIME
OBSERVATION OF THE WORK BEING PERFORMED. THE INSPECTOR SHALL ALSO
OBSERVE THE FINAL CONDITION OF THE WORK BEFORE IT IS CLOSED FROM
VIEW.
6. WHEN WORK IN MORE THAN ONE CATEGORY OF WORK REQUIRING SPECIAL
INSPECTION IS TO BE PERFORMED SIMULTANEOUSLY, OR THE GEOGRAPHIC
LOCATION OF THE WORK IS SUCH THAT IT CANNOT BE CONTINUOUSLY
OBSERVED, IT SHALL BE THE RESPONSIBILITY OF THE AGENT TO EMPLOY A
SUFFICIENT NUMBER OF SPECIAL INSPECTORS TO ASSURE THAT ALL WORK IS
CONTINUOUSLY INSPECTED IN ACCORDANCE WITH THOSE PROVISIONS.
STRUCTURAL STEEL NOTES
1. BOLT HOLES SHALL BE 1/16" OVERSIZE UNLESS OTHERWISE NOTED ON THE
DRAWINGS. FIELD BURNING OF BOLT HOLES SHALL NOT BE PERMITTED.
2. WELDING SHALL BE PERFORMED BY AWS QUALIFIED WELDERS IN
CONFORMANCE WITH AWS D1.1, USING E70 SERIES ELECTRODES, UNLESS
OTHERWISE NOTED ON THE DRAWINGS. ADDITIONALLY, WELDING IN LOS
ANGELES, CA SHALL BE PERFORMED BY LADBS CERTIFIED WELDERS.
3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM
DESIGNATIONS AND GRADES: • ANGLES, CHANNELS, PLATES, BARS, AND RODS
= A36, fy = 36ksi
"A"
2"
MAX
WITHIN 2" OF JOIST)
L4x4x1/4 UNDER RTU CURB TYP - PROVIDE JOIST STRUT
AS REQD - PER TYP JOIST STRUT DETAIL
OUTLINE OF RTU CURB
COPE TOP LEG OF ANGLE
NEW L2x2x1/4 FROM FRAME TO BOTTOM CHORD JOIST
PANEL POINT (SEE TYPICAL JOIST STRUT DETAIL)
NOTE: DETAIL APPLIES TO ALL CONCENTRATED LOADS WHICH EXCEED 100#
(OR MULTIPLE LOADS WHOSE SUM BTW PANEL POINTS EXCEEDS 100#) AND ARE
LOCATED MORE THAN 3" ("A") OFF PANEL POINTS (TOP OR BOTTOM
CHORDS)
1/8"
B
A
NOTE: ON THE JOIST(S) TO BE REINFORCED, REMOVE AS MUCH OF THE
EXISTING LOAD AS FEASIBLE. THIS INCLUDES - BUT IT NOT NECESSARILY
LIMITED TO - ROOF SNOW, HEAVY EQUIPMENT, CONSTRUCTION LIVE LOAD,
OCCUPANT LIVE LOAD, ETC...
(E) STEEL JOIST ANGLE PER RTU
SUPPORTS & OPENINGS DETAIL
(E) MTL DECKING
CONT SHAPED BLKG UNDER MECH CURB3/8"dia BOLT w/ WASHERS
AND LOCK NUTS (2) PER SIDE (MIN 8 TOTAL)
CURB PER MECH MECH UNIT PER MECH(8) #10 SELF-TAPPING
SCREWS PER SIDE MIN (E) JOIST BOT CHORD
JOIST REINF @ WEB MEMBERS (DASHED OPP SIDE) SEE
REINFORCEMENT PROFILE ALTERNATE SIDES OF JOIST WHERE
POSSIBLE
3/16
OR ANGLE)
EXISTING STEEL JOIST
1/2"dia SMOOTH ROD (ATSM 36) CENTERED ON (E) STL JST - TYP
P E
R P
L A
DC
(E) JOIST/GIRDER PER PLAN
WEB REINFORCEMENT PER SCHEDULECHORD REINFORCEMENT PER SCHED
EQ EQ
CHORD REINFORCEMENT PER SCHEDULE
EXTEND TO FURTHEST PANEL PONT
WEB REINFORCEMENT PER SCHEDULE
CHORD REINFORCEMENT DIMENSION (MIN)
D O O R D A S H
6 1 4 5 9 T H A V E N ,
S T . P E T E R S B U R G , F L 3 3 7 1 0
10-29-2021
S1-01
THAN 5/16"
STRUCTURAL DETAILS
MEMBER SIZES AND LOCATIONS, BRACING, AND CONNECTIONS
N.T.S.S1-01
N.T.S.S1-01
N.T.S.S1-01
1
2
3
(E )
(E) EXT WALL
19' - 6 1/8" FV 24' - 11 1/8" FV 24' - 11 3/8" FV 24' - 11" FV 25'
- 4 5/8" FV
G.C. TO COORD WITH STRUCTURAL PRIOR TO
RTU INSTALLATION - G.C. TO INCLUDE COST OF
REINFORCING EXISTING STEEL BAR JOISTS IN BID
8' - 0 3/4"
RTU-1 1350 LBS
(E) CURB TO BE RE-USED - COORD w/MECH
PLAN NOTES: SCALE: 1/8" = 1'-0" 1. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO
BEGINNING CONSTRUCTION. 2. REFERENCE MECHANICAL DRAWINGS FOR EXACT
WEIGHTS AND LOCATIONS OF MECHANICAL EQUIPMENT. 3. SEE ARCHITECTURAL
DRAWINGS FOR DIMENSIONS, SECTIONS, AND ELEVATIONS NOT SHOWN HEREON.
4. ALL NEW AND EXISTING MECHANICAL EQUIPMENT MOUNTED TO OR HUNG
FROM EXISTING ROOF FRAMING STRUCTURE THAT HAS BEEN
ACCOUNTED FOR IN STRUCTURAL CAPACITY ANALYSIS IS SHOWN ON FRAMING
PLAN. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT AND ENGINEER OF
RECORD IMMEDIATELY IF EQUIPMENT EXISTS THAT IS NOT SHOWN ON
PLAN.
5. CONTRACTOR SHALL FIELD VERIFY EXISTING STRUCTURE SIZE, SPACING,
AND DIMENSION PRIOR TO DEMO, FABRICATION, AND/OR ORDERING. 6.
CONTACT THE ARCHITECT/ENGINEER CONFIRMING JOIST SIZE AND SPACING TO
DETERMINE WHETHER JOIST WEB REINFORCING IS REQUIRED. 7. SEE JOIST
REINFORCEMENT DETAIL FOR DESCRIPTION OF R1. FINAL REINFORCING
SIZES, IF DEEMED NECESSARY, ARE CONTINGENT ON
DIMENSIONS TAKEN BY CONTRACTOR IN FIELD.
PARTIAL EXISTING ROOF FRAMING PLAN
ONE ANGLE
TWO ANGLES
THREE ANGLE
STEEL LINTEL SCHEDULE KEY
FOR LINTELS NOT SHOWN IN THE DOOR OR WINDOW SCHEDULE OR ON THE
ARCHITECT'S DRAWINGS, USE THE ANGLE SIZE SHOWN IN THE TABLE
BELOW.
OPENING SIZE ANGLE SIZE ANGLE SIZE
BRICK VENEER 8" MASONRY WALL
N/A N/AUP TO 1'-0"
L 4"x4"x1/4"1'-1" TO 3'-4"
L 3 1/2"x3 1/2"x1/4"
L 4"x3 1/2"x1/4" LLV
L 6"x3 1/2"x5/16" LLV
L 6"x3 1/2"x3/8" LLV
L 6"x3 1/2"x1/2" LLV
NOTES 1. ALL ANGLES MUST HAVE 8" OF BEARING AT EACH END. 2. THIS
SCHEDULE DOES NOT INCLUDE EFFECT OF FLOOR OR ROOF FRAMING LOADS. 3.
ALL ANGLES TO BE GALVANIZED. 4. WELD ANGLES TOGETHER, BACK-TO-BACK,
w/ 3/16" WELDS , 2" EVERY 12", TOP & BOTTOM.
ANGLE SIZE
* 10"x3/8" PLATE
D O O R D A S H
6 1 4 5 9 T H A V E N ,
S T . P E T E R S B U R G , F L 3 3 7 1 0
10-29-2021
S1-02
T 636.349.1600 F 636.349.1730
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FURNISH AND INSTALL GALVANIZED STEEL DUCTWORK. SIZES SHOWN ARE
SHEET METAL SIZES. DUCTWORK ABOVE CEILINGS SHALL BE INSULATED WITH
1-1/2" EXTERNAL WRAP. FURNISH AND INSTALL NEW ROOFTOP UNIT, RTU-1,
ON EXISTING CURB. VERIFY EXACT LOCATION IN FIELD. FURNISH AND
INSTALL DUCT SMOKE DETECTOR IN RETURN DUCT. DUCT SMOKE DETECTOR IN
RETURN DUCT. COORDINATE WITH ELECTRICAL CONTRACTOR. DETECTOR TO
SHUT DETECTOR TO SHUT DOWN ALL UNITS UPON DETECTION OF SMOKE.
FURNISH AND INSTALL PROGRAMMABLE THERMOSTAT ECOBEE EMS SI TO
CONTROL ROOFTOP UNIT. MOUNT AT 42" A.F.F. VERIFY PROPER OPERATION
IN FIELD. EXISTING BATHROOM EXHAUST FAN AND ASSOCIATED DUCTWORK TO
REMAIN. BALANCE TO 75 CFM. VERIFY PROPER OPERATION AND EXACT
LOCATION IN FIELD. RETURN DUCT DROP OPEN TO SPACE. COVER WITH WIRE
MESH. FURNISH AND INSTALL NEW AIR DEVICE. MAXIMUM 5 FOOT FLEXIBLE
DUCTWORK. BALANCE TO CFM SHOWN.
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1. UNIT TO BE INSTALLED AT LOCATION APPROVED BY LANDLORD. PROVIDE
NEW ROOF CURB. UNIT TO BE INSTALLED AT LOCATION APPROVED BY
LANDLORD. PROVIDE NEW ROOF CURB. 2. VERIFY ELECTRICAL VOLTAGE/PHASE
WITH ELECTRICAL CONTRACTOR PRIOR TO ORDERING UNIT. VERIFY
ELECTRICAL VOLTAGE/PHASE WITH ELECTRICAL CONTRACTOR PRIOR TO
ORDERING UNIT. 3. PROVIDE WITH ENTHALPY ECONOMIZER, POWER EXHAUST,
BUILDING PRESSURE SENSOR AND CONTROLLER.PROVIDE WITH ENTHALPY
ECONOMIZER, POWER EXHAUST, BUILDING PRESSURE SENSOR AND
CONTROLLER., POWER EXHAUST, BUILDING PRESSURE SENSOR AND
CONTROLLER.
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1. AIR DEVICE RUN-OUT SHALL BE THE SAME SIZE AS DIFFUSER NECK. AIR
DEVICE RUN-OUT SHALL BE THE SAME SIZE AS DIFFUSER NECK. 2. PROVIDE
OPPOSED BLADE VOLUME DAMPER. PROVIDE OPPOSED BLADE VOLUME DAMPER.
3. DUCT MOUNTED GRILLE DUCT MOUNTED GRILLE 4. ALL GRILLES AND
DIFFUSERS IN OFFICE AREA SHALL BE PAINTED TO MATCH CEILING COLOR.
ALL GRILLES AND DIFFUSERS IN OFFICE AREA SHALL BE PAINTED TO MATCH
CEILING COLOR. VERIFY EXACT COLOR WITH ARCHITECT.
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PRE-MANUFACTURED CONICAL BELLMOUTH
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NOTE: INSULATION ON DUCTWORK IS NOT REQUIRED WHEN DUCT IS LOCATED
IN A CONDITION SPACE.
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LEAVE AT LEAST A 6" TAIL ON ALL WIRE ENDS
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SPIRAL DUCT DIFFUSER
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%%UDUCT HANGER DETAIL
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OMIT COUNTER FLASHING FOR EQUIPMENT WITH BUILT-IN COUNTER FLASHING.
MINIMUM 3/4" OR FULL DIAMETER HOSE, SCREW TO CONDENSATE DRAIN,
TERMINATE TO NEAREST ROOF DRAIN. SUPPLY & RETURN DUCTS WITH
INSULATED LINING AND FLEXIBLE CONNECTIONS. 2 LAYERS EXTERIOR
DRYWALL AND INSULATION FOR SOUND ATTENUATION. FACTORY CURB BY HVAC.
OPEN TO ATMOSPHERE. GAS COCK UNION GAS PRESSURE REGULATOR FULL
DIAMETER DIRT LEGS, MIN. 6" LONG
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MECHANICAL SPECIFICATIONS
1. DUCT/PIPING LAYOUT IS SCHEMATIC, EXACT LOCATION OF DUCT/PIPING
AND EQUIPMENT SHALL BE COORDINATED WITH THE BUILDING STRUCTURE,
EQUIPMENT, EXISTING CONDITIONS, ARCHITECTURAL DRAWINGS, AND ALL
OTHER TRADES PRIOR TO INSTALLATION. ANY CONTRACTOR INSTALLING WORK
PRIOR TO COORDINATION SHALL RELOCATE HIS WORK AT HIS EXPENSE TO
ALLOW PROPER INSTALLATION OF ANY AND ALL OTHER TRADES' WORK.
CONTRACTOR TO VERIFY THAT
DUCTWORK SIZES, ELEVATIONS, EQUIPMENT WILL FIT ABOVE CEILING
SYSTEM.
2. ALL WORK SHALL COMPLY WITH LOCAL MECHANICAL CODE AND ALL OTHER
APPLICABLE CODES.
3. DUCT SIZES SHOWN ARE NET INSIDE CLEAR DIMENSIONS.
4. ALL SUPPLY DUCTWORK ABOVE CEILING SPACES SHALL BE EXTERNALLY
INSULATED WITH 1-1/2" THICK FIBERGLASS INSULATION.
5. FLEXIBLE RUNOUTS TO AIR DEVICES SHALL BE NO MORE THAN 5'-0" IN
LENGTH AND SHALL BE INSULATED.
6. MANUAL DAMPERS SHALL BE PROVIDED AT ALL BRANCH TAPS FOR
BALANCING.
7. ALL MECHANICAL WORK SHALL BE IN STRICT COMPLIANCE WITH THE LOCAL
MECHANICAL CODES AND APPLICABLE PROVISION OF THE LOCAL FUEL GAS
CODES. ALL WORK IS SUBJECT TO ON-SITE APPROVAL BY THE LOCAL
AUTHORITY.
8. THE MECHANICAL CONTRACTOR SHALL PROVIDE A COMPLETE SYSTEM
BALANCE REPORT, HEAT GAIN, HEAT LOSS, AND COOLING CALCULATIONS TO
LANDLORD'S REPRESENTATIVE TO VERIFY THAT THE REQUIRED VENTILATION
AIR TO BE PROVIDED TO EACH SPACE HAS BEEN OBTAINED.
9. THE TOP OF ALL DIFFUSERS SHALL BE INSULATED TO PREVENT
CONDENSATION AND RUST TO FORM.
GENERAL NOTES
T 636.349.1600 F 636.349.1730
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1. GENERAL GENERAL A. THE GENERAL CONDITIONS OF THE GENERAL
SPECIFICATIONS, AND THE GENERAL CONDITIONS OF THE GENERAL
SPECIFICATIONS, AND ALL APPLICABLE INSTRUCTIONS TO BIDDERS SHALL BE
PART OF THESE SPECIFICATIONS. B. THE WORD "PROVIDE" AS USED HEREIN
MEANS TO FURNISH AND THE WORD "PROVIDE" AS USED HEREIN MEANS TO
FURNISH AND INSTALL COMPLETE. 2. PRIOR TO BIDDING: PRIOR TO
BIDDING: A. THOROUGHLY REVIEW THE BID INSTRUCTIONS INCLUDING ALL
THOROUGHLY REVIEW THE BID INSTRUCTIONS INCLUDING ALL ARCHITECTURAL,
STRUCTURAL, AND MEPFP CONSTRUCTION DOCUMENTS. IF CONTRACTOR
BELIEVES THE DRAWINGS AND SPECIFICATIONS CONFLICT WITH CODE
REQUIREMENTS, IMMEDIATELY NOTIFY THE ARCHITECT (ENGINEER) IN
WRITING. NO ALLOWANCES WILL BE MADE DUE TO CONTRACTOR'S
UNFAMILIARITY WITH THE CONSTRUCTION DOCUMENTS. B. VISIT THE JOB
SITE AND THOROUGHLY INVESTIGATE CONDITIONS. VISIT THE JOB SITE AND
THOROUGHLY INVESTIGATE CONDITIONS. THE LACK OF SPECIFIC INFORMATION
ON THE DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF ANY
RESPONSIBILITY. C. REFER TO APPLICABLE CODES CITED IN CONSTRUCTION
REFER TO APPLICABLE CODES CITED IN CONSTRUCTION DOCUMENTS, EXAMINE
GOVERNING STATE AND LOCAL CODES, AND LOCAL REGULATIONS AND
ORDINANCES, AND PROVIDE ALL EQUIPMENT AND INSTALLATION IN STRICT
ACCORDANCE WITH SAME. D. REFER TO CONSTRUCTION DOCUMENTS FOR
SCHEDULED AND REFER TO CONSTRUCTION DOCUMENTS FOR SCHEDULED AND
SPECIFIED MATERIALS AND EQUIPMENT. INSTALLATION SHALL BE IN STRICT
ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND DETAILS. 3.
PERMITS PERMITS A. SECURE AND PAY FOR ALL PERMITS, LICENSES, AND
INSPECTIONS SECURE AND PAY FOR ALL PERMITS, LICENSES, AND
INSPECTIONS REQUIRED BY THE AHJ FOR THIS WORK. 4. SUBSTITUTIONS
SUBSTITUTIONS A. MANUFACTURERS' EQUIPMENT AND MATERIALS SCHEDULED,
NOTED, MANUFACTURERS' EQUIPMENT AND MATERIALS SCHEDULED, NOTED, AND
SPECIFIED IN THE CONSTRUCTION DOCUMENTS ARE THE DESIGN STANDARD. NO
SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE
ARCHITECT OR ENGINEER. IN BIDDING, DO NOT ASSUME ACCEPTANCE OF
SUBSTITUTIONS. CONTRACTOR MUST STATE IN SUBSTITUTION REQUEST:
"PROPOSED SUBSTITUTIONS ARE EQUAL OR OF HIGHER QUALITY, EFFICIENCY
AND DEPENDABILITY TO SPECIFIED EQUIPMENT AND MATERIAL. CONTRACTOR
ASSUMES ALL RESPONSIBILITY FOR ADDITIONAL ENGINEERING COSTS AND
COSTS TO OTHER CONTRACTORS DUE TO SUBSTITUTIONS." IF DEEMED
NECESSARY BY THE ARCHITECT OR ENGINEER, SUBSTITUTIONS WHICH ARE NOT
APPROVED OR NOT EQUAL TO DESIGN STANDARD SHALL BE REMOVED AND THE
SCHEDULED, NOTED, AND SPECIFIED EQUIPMENT AND MATERIALS SHALL BE
INSTALLED AT CONTRACTOR'S EXPENSE. SUBMITTING CONTRACTOR ASSUMES
FULL RESPONSIBILITY FOR ADDITIONAL ENGINEERING COSTS AND COSTS TO
OTHER CONTRACTORS DUE TO SUBSTITUTIONS. 5. SCHEDULING SCHEDULING A.
ALL PERFORMANCE OF CONSTRUCTION SHALL BE AS REQUIRED ALL
PERFORMANCE OF CONSTRUCTION SHALL BE AS REQUIRED BY THE PACE OF THE
GENERAL CONSTRUCTION, AS SCHEDULED BY THE GC. PROVIDE COMPLETE
INFORMATION AND FULL COOPERATION WITH OTHER CONTRACTORS AND TRADES,
AS REQUIRED FOR THE TIMELY COMPLETION AND COORDINATION OF THE
COMPLETE PROJECT. B. PROVIDE ALL TESTS AND INSPECTIONS REQUIRED BY
AHJ. PROVIDE ALL TESTS AND INSPECTIONS REQUIRED BY AHJ. C. PROVIDE
A SIGNED CERTIFICATE OF INSPECTION AT THE PROJECT PROVIDE A SIGNED
CERTIFICATE OF INSPECTION AT THE PROJECT COMPLETION. 6. SCOPE SCOPE
A. PROVIDE PERMIT(S), INSPECTIONS, FINAL CERTIFICATE(S) OF PROVIDE
PERMIT(S), INSPECTIONS, FINAL CERTIFICATE(S) OF INSPECTION BY AHJ,
PERMIT AND INSPECTION FEES, AND ALL MATERIALS, EQUIPMENT, AND LABOR
NECESSARY FOR A COMPLETE AND FULLY OPERATING HVAC SYSTEM. B.
DEMOLITION: REFER TO THE ARCHITECTURAL DRAWINGS FOR THE DEMOLITION:
REFER TO THE ARCHITECTURAL DRAWINGS FOR THE GENERAL SCOPE OF
DEMOLITION. THIS CONTRACTOR SHALL DISCONNECT AND CAREFULLY REMOVE
ALL EXISTING HVAC EQUIPMENT LOCATED IN DEMOLISHED AREAS INCLUDING
ROOF, PLENUMS, CEILINGS, WALLS, AND FLOORS. U.N.O., DISCONNECT AND
REMOVE EXISTING HVAC SYSTEMS COMPLETE, INCLUDING EQUIPMENT, CURBS,
DUCTS, INSULATION, AIR DEVICES, AND PIPING LOCATED IN THESE AREAS.
ALL HVAC SYSTEM COMPONENTS INCLUDING AIR TERMINAL UNITS, FANS,
MOTORS, CONTROL DEVICES AND SENSORS, DAMPERS, ACTUATORS, HANGERS,
RESTRAINTS, MOUNTING HARDWARE, ETC., SHALL BE REMOVED AND LEGALLY
DISPOSED OF BY THIS CONTRACTOR. C. UNLESS NOTED OTHERWISE,
ABANDONMENT IN PLACE (AIP) IS UNLESS NOTED OTHERWISE, ABANDONMENT
IN PLACE (AIP) IS NOT ACCEPTABLE. UNUSED EQUIPMENT, DUCT, PIPING,
AND OTHER COMPONENTS WITHIN OR SERVING THIS SPACE MUST BE
COMPLETELY REMOVED TO POINT OF ORIGIN. ENDS OF SYSTEMS BEYOND
GENERAL SCOPE OF DEMOLITION MAY BE ABANDONED ONLY WITH WRITTEN
APPROVAL OF ARCHITECT (ENGINEER). WHERE THESE ABANDONED ENDS
TERMINATE, TRIM CLEANLY AND PROPERLY CAP OR SEAL IN AN APPROVED
MANNER, LEAVING TERMINATION SAFE AND SECURE BEHIND NEW FINISHES.
MAINTAIN SYSTEM CONTINUITY TO HVAC SYSTEMS SERVING AREAS BEYOND
GENERAL DEMOLITION, AS NEEDED. THIS INCLUDES BUT IS NOT LIMITED TO
REMOVAL, MODIFICATION AND/OR REINSTALLATION OF EQUIPMENT, AS
NEEDED. COMPLETION OF THIS PROJECT SHALL INCLUDE RETURNING THESE
ADJACENT AREAS TO FULLY FUNCTIONING OPERATION. D. CONTRACTOR SHALL
PROVIDE DAILY CLEAN-UP, REMOVAL AND CONTRACTOR SHALL PROVIDE DAILY
CLEAN-UP, REMOVAL AND LEGAL DISPOSAL OF ALL RUBBISH GENERATED BY
THIS WORK. E. AS-BUILT DRAWINGS: DURING CONSTRUCTION, AS WORK
AS-BUILT DRAWINGS: DURING CONSTRUCTION, AS WORK PROCEEDS, MAINTAIN
AS-BUILT MARK-UPS OF ACTUAL INSTALLATION. AT CONSTRUCTION
COMPLETION AND PRIOR TO TURNOVER TO OWNER (TENANT), PROVIDE FINAL
MARK-UPS IN PDF FORMAT TO ARCHITECT AND ENGINEER. F. PROVIDE FINAL
CONNECTIONS TO EQUIPMENT FURNISHED BY PROVIDE FINAL CONNECTIONS TO
EQUIPMENT FURNISHED BY OTHERS, AS NOTED (GAS FIRED EQUIPMENT,
ETC.). G. DO NOT ROUTE ANY PIPING OR DUCTWORK ABOVE ELECTRICAL DO
NOT ROUTE ANY PIPING OR DUCTWORK ABOVE ELECTRICAL PANELS. H. UNLESS
NOTED OTHERWISE, ALL DUCT AND PIPE SHALL BE RUN UNLESS NOTED
OTHERWISE, ALL DUCT AND PIPE SHALL BE RUN PARALLEL TO OR AT RIGHT
ANGLES TO WALLS, BEAMS, OR COLUMNS. PIPE SHALL BE RUN AS DIRECT AS
POSSIBLE - AVOID UNNECESSARY OFFSETS AND MAXIMIZE HEADROOM. I.
PRIOR TO ORDERING EQUIPMENT, THIS CONTRACTOR SHALL PRIOR TO
ORDERING EQUIPMENT, THIS CONTRACTOR SHALL PROVIDE FINAL
COORDINATION OF ELECTRICAL POWER REQUIREMENTS WITH THE ELECTRICAL
CONTRACTOR. J. CONTRACTOR SHALL MAINTAIN ACTIVITIES WITHIN AREA
APPROVED CONTRACTOR SHALL MAINTAIN ACTIVITIES WITHIN AREA APPROVED
BY OWNER OR GC. CONTRACTOR'S ACTIVITIES SHALL NOT INTERFERE WITH
THE OWNER'S OPERATIONS, EXCEPT AS APPROVED. K. EXCEPT THOSE
COORDINATED AND APPROVED BY THE G.C., EXCEPT THOSE COORDINATED AND
APPROVED BY THE G.C., CONTINUITY OF ALL BUILDING SERVICES AND
UTILITIES SERVING BUILDING FACILITIES SHALL BE MAINTAINED
UNINTERRUPTED AT NO ADDITIONAL COST. PROVIDE ALL NECESSARY CROSS
CONNECTIONS AND TEMPORARY CONNECTIONS REQUIRED TO PERFORM THE
CONSTRUCTION, AS DETERMINED BY THE G.C., AND NEEDED TO MAINTAIN
CONTINUITY OF THE BUILDING SERVICE(S). THIS CONTRACTOR SHALL
SCHEDULE WORK SUCH THAT ANY AND ALL CONNECTIONS, AND/OR
REARRANGEMENT OF EXISTING EQUIPMENT, PIPING, ETC., SHALL ASSURE
FULL RESUMPTION OF SERVICE(S) AT THE G.C.'S DESIGNATED TIME. 7.
CODE REQUIREMENTS CODE REQUIREMENTS A. ALL WORK SHALL COMPLY WITH
THE CONSTRUCTION DOCUMENTS, ALL WORK SHALL COMPLY WITH THE
CONSTRUCTION DOCUMENTS, OR AS DIRECTED BY THE ARCHITECT (ENGINEER),
AND SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE
CODES, ORDINANCES, OR REGULATIONS OF THE AHJ, WHETHER SO SHOWN OR
NOT. IF CONTRACTOR BELIEVES THE DRAWINGS AND SPECIFICATIONS
CONFLICT WITH CODE REQUIREMENTS, IMMEDIATELY NOTIFY THE G.C. IN
WRITING. DO NOT INSTALL WORK NOT COMPLYING WITH CODE REQUIREMENTS.
IN CASE OF CONFLICT BETWEEN THE CONSTRUCTION DOCUMENTS AND THE
CODES AND ORDINANCES, THE HIGHEST STANDARD SHALL APPLY. AS A
MINIMUM STANDARD, CONTRACTOR SHALL SATISFY CODE REQUIREMENTS
WITHOUT ANY EXTRA COST TO OWNER. ALL MODIFICATIONS REQUIRED BY AHJ
SHALL BE MADE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
8. CUTTING & PATCHING CUTTING & PATCHING A. CORE-DRILL OR
SAW-CUT EXISTING FLOORS, WALLS, ROOF, ETC., CORE-DRILL OR SAW-CUT
EXISTING FLOORS, WALLS, ROOF, ETC., AS REQUIRED FOR EQUIPMENT,
PIPE, OR DUCTWORK. PRIOR TO CUTTING, PERFORM NON-DESTRUCTIVE
TESTING TO VERIFY LOCATION OF STRUCTURAL COMPONENTS. NOTIFY
ARCHITECT (ENGINEER) OF ANY DISCREPANCIES. PATCH SURROUNDING AREAS
FLUSH WITH ADJACENT SURFACE AND READY TO RECEIVE FINISH. PATCH AND
REPAIR ROOF TO MATCH EXISTING ROOFING. ALL ROOF WORK SHALL MEET
WARRANTY REQUIREMENTS OF EXISTING ROOFING. COORDINATE REQUIRED
OPENINGS AND PENETRATIONS WITH THE GC AND OTHER TRADES. 9. FIRE
STOPPING FIRE STOPPING A. PROVIDE FIRE STOPPING FOR PENETRATIONS OF
DUCT, PIPING, PROVIDE FIRE STOPPING FOR PENETRATIONS OF DUCT,
PIPING, AND OTHER MECHANICAL EQUIPMENT THROUGH FIRE-RATED VERTICAL
BARRIERS (WALLS AND PARTITIONS), HORIZONTAL BARRIERS (FLOOR/CEILING
ASSEMBLIES), AND VERTICAL SERVICE SHAFT WALLS AND PARTITIONS.
FIRESTOP SYSTEM INSTALLATION MUST MEET REQUIREMENTS OF ASTM E 814
OR UL 1479 TESTED ASSEMBLIES THAT PROVIDE A FIRE RATING EQUAL TO OR
GREATER THAN THAT OF CONSTRUCTION BEING PENETRATED. INSTALL IN
STRICT ACCORDANCE WITH UL FIRE RESISTANCE DIRECTORY, AHJ, AND
MANUFACTURER'S SPECIFIED REQUIREMENTS. ONLY TESTED FIRESTOP SYSTEMS
BY "3M", "HILTI", OR EQUAL SHALL BE USED. REFER TO ARCHITECTURAL
DRAWINGS FOR ASSEMBLY RATING. 10. MATERIALS AND WORKMANSHIP
MATERIALS AND WORKMANSHIP A. ALL MANUFACTURED ARTICLES, MATERIALS,
AND EQUIPMENT ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT
SHALL BE NEW U.N.O., FREE OF DEFECTS, AND INSTALLED IN STRICT
ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND
DETAILS, AND INDEPENDENTLY TESTED AND LABELED BY A NATIONALLY
RECOGNIZED TESTING LABORATORY - UNDERWRITERS LABORATORIES (UL) OR
INTERTEK (ETL). ALL LIKE MATERIALS USED SHALL BE OF THE SAME
MANUFACTURE AND QUALITY U.N.O. B. ALL MATERIALS WITHIN PLENUMS
SHALL BE NONCOMBUSTIBLE OR ALL MATERIALS WITHIN PLENUMS SHALL BE
NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN
25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN
ACCORDANCE WITH ASTM E84 OR UL 723. ALL MATERIALS INSTALLED IN
PLENUM SPACES SHALL BE LISTED AND LABELED FOR SUCH APPLICATION. C.
ALL WORK SHALL BE SUPERVISED BY THE INSTALLING ALL WORK SHALL BE
SUPERVISED BY THE INSTALLING CONTRACTOR'S COMPETENT AND SKILLED
FOREMAN. ALL WORK SHALL BE PERFORMED BY COMPETENT AND SKILLED
WORKERS, WITH ALL TRADE AND MANUFACTURER REQUIRED TRAINING, AND
EXECUTED IN A NEAT AND WORKMANLIKE MANNER. ALL WORK SHALL BE IN
STRICT ACCORDANCE WITH THE BEST QUALITY STANDARDS OF THE TRADE AND
IN CONFORMANCE WITH ALL FEDERAL, STATE, AND LOCAL CODES AND
STANDARDS, INCLUDING APPLICABLE OSHA REGULATIONS. PROPERLY PROTECT
WORK DURING CONSTRUCTION. AT CONSTRUCTION COMPLETION, THOROUGHLY
CLEAN WORK AND REMOVE ALL DEBRIS FROM THE PREMISES. 11. PROTECTION
OF WORK AND PROPERTY PROTECTION OF WORK AND PROPERTY A. PROTECT ALL
WORK FROM DAMAGE AND PROTECT THE OWNER'S PROTECT ALL WORK FROM
DAMAGE AND PROTECT THE OWNER'S PROPERTY FROM DIRT, DAMAGE, OR LOSS
ARISING FROM CONTRACTOR WORK. B. COMPLY WITH OSHA REQUIREMENTS AND
TAKE ALL NECESSARY COMPLY WITH OSHA REQUIREMENTS AND TAKE ALL
NECESSARY PRECAUTIONS FOR EMPLOYEE SAFETY. C. PROTECT ALL OPEN
PIPING, DUCT, AND EQUIPMENT, EXISTING AND PROTECT ALL OPEN PIPING,
DUCT, AND EQUIPMENT, EXISTING AND NEW FROM CONSTRUCTION DIRT AND
DUST. COVER, CAP, OR PLUG OPEN ENDS OF PIPING AND DUCT. KEEP
EQUIPMENT CLOSED OR COVER AND SEAL EQUIPMENT OPENINGS. ANY
MECHANICAL SYSTEMS, NEW AND/OR EXISTING OPERATED DURING
CONSTRUCTION SHALL BE PROTECTED BY COVERING EACH RETURN AIR DUCT
OPENING WITH MERV 8 FILTERS AND INSTALLING MERV 8 FILTER(S) IN
EQUIPMENT FILTER RACK. PRIOR TO TESTING AND BALANCING, REMOVE
FILTERS FROM FILTER RACKS AND INSTALL NEW MERV 8 FILTERS. D. AT
COMPLETION OF WORK, PRIOR TO EQUIPMENT START-UP, AT COMPLETION OF
WORK, PRIOR TO EQUIPMENT START-UP, REMOVE COVERS, CAPS, OR PLUGS ON
DUCT AND PIPING. 12. DAMAGE BY LEAKS DAMAGE BY LEAKS A. THIS
CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO THIS CONTRACTOR
IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO THE PROPERTY (GROUNDS,
WALKS, ROADS, BUILDING COMPONENTS, FINISHES, PIPING SYSTEMS,
ELECTRICAL SYSTEMS, HVAC SYSTEMS, AND THEIR EQUIPMENT AND CONTENT)
CAUSED BY LEAKS IN THE SYSTEMS BEING INSTALLED OR HAVING BEEN
INSTALLED AS PART OF THIS WORK. ALL REPAIRS WILL BE MADE AT THIS
CONTRACTOR'S EXPENSE. 13. DRAWINGS AND SPECIFICATIONS DRAWINGS AND
SPECIFICATIONS A. DRAWING ARE DIAGRAMMATIC AND INTENDED TO SHOW
GENERAL DRAWING ARE DIAGRAMMATIC AND INTENDED TO SHOW GENERAL
LOCATIONS OF PIPES, CONDUITS, FIXTURES, AND EQUIPMENT AND THE
METHODS OF CONNECTING AND CONTROL. IT IS NOT INTENDED TO SHOW EVERY
CONNECTION IN DETAIL OR ALL FITTINGS REQUIRED FOR A COMPLETE
SYSTEM. DO NOT SCALE DRAWINGS. SEE ARCHITECTURAL AND STRUCTURAL
DRAWINGS FOR EXACT LOCATION OF DOORS, WINDOWS, LIGHTS, ETC. B.
PRIOR TO INSTALLING EQUIPMENT OR PIPE COORDINATE PROPOSED PRIOR TO
INSTALLING EQUIPMENT OR PIPE COORDINATE PROPOSED LOCATIONS OF
EQUIPMENT AND PIPE WITH EACH DISCIPLINE, GC, AND EACH TRADE.
EXAMINE EACH DISCIPLINE'S DRAWINGS FOR CONSTRUCTION DETAILS,
CEILING HEIGHTS, REQUIRED CLEARANCES, AND SPACE CONSTRAINTS.
PROVIDE SYSTEMS INSTALLATION BASED ON THIS EXAMINATION AND
COORDINATION. IMMEDIATELY REPORT INSTALLATION CONFLICTS IN WRITING
TO THE GC. RESOLVE ALL CONFLICTS WITH GC AND OTHER TRADES PRIOR TO
PROCEEDING. INSTALLING CONTRACTOR IS FULLY RESPONSIBLE FOR CORRECT
INTERPRETATION AND APPLICATION OF ALL SIZES AND DIMENSIONS. C. IF
THE CONTRACTOR BELIEVES CHANGES TO THE CONTRACT IF THE CONTRACTOR
BELIEVES CHANGES TO THE CONTRACT DRAWINGS ARE NECESSARY, SHOP
DRAWINGS WITH WRITTEN DESCRIPTIONS OF THE PROPOSED CHANGES SHALL BE
SUBMITTED TO THE ARCHITECT (ENGINEER) FOR APPROVAL. D. ALL PIPE,
DUCTS, VENTS, ETC., EXTENDING THROUGH WALLS AND ALL PIPE, DUCTS,
VENTS, ETC., EXTENDING THROUGH WALLS AND ROOF SHALL BE FLASHED
WATERPROOF. PROVIDE ALL FLASHING FOR PIPE AND DUCTWORK PENETRATING
BUILDING ENVELOPE. PROVIDE DUCT AND/OR PIPE SLEEVES AT WALL
PENETRATIONS. SEAL ANNULAR SPACE WEATHER TIGHT. 14. CONTROLS
CONTROLS A. PROVIDE COMPLETE EQUIPMENT CONTROLS, INCLUSIVE OF ALL
PROVIDE COMPLETE EQUIPMENT CONTROLS, INCLUSIVE OF ALL COMPONENTS,
VOLTAGES, PROGRAMMING, WIRING ETC. FOR COMPLETE AND OPERATIONAL
SYSTEMS. MOUNT THERMOSTATS AND SWITCHES 4'-0" ABOVE FINISHED FLOOR.
MOUNT OTHER SENSORS (HUMIDITY, ETC.) PER MANUFACTURER'S IOM. PRIOR
TO MOUNTING, COORDINATE THERMOSTAT LOCATION(S) WITH FINAL FIXTURES
AND EQUIPMENT. DO NOT MOUNT THERMOSTATS IN DIRECT SUNLIGHT, IN
DISCHARGE OF SUPPLY GRILLE(S), NEAR HEAT PRODUCING APPLIANCES OR
EQUIPMENT, ON WALLS WITH INTERNAL HEAT SOURCES (DUCT OR PIPING), OR
ON EXTERIOR WALLS. IF EXTERIOR WALL MOUNTING IS NECESSARY, PROVIDE
INSULATED MOUNTING BASE. WHERE THERMOSTAT LOCATION IS SUBJECT TO
DAMAGE, PROVIDE LOCKABLE HIGH-IMPACT GUARD. 15. PIPING PIPING A. IN
FINISHED AREAS, ALL PIPING SHALL BE CONCEALED UNLESS IN FINISHED
AREAS, ALL PIPING SHALL BE CONCEALED UNLESS NOTED OTHERWISE. B. SEE
PIPE SCHEDULE FOR PIPE MATERIALS AND PIPE INSULATION. SEE PIPE
SCHEDULE FOR PIPE MATERIALS AND PIPE INSULATION. C. DO NOT INSTALL
PVC PIPING IN PLENUM AREAS. DO NOT INSTALL PVC PIPING IN PLENUM
AREAS. D. STEEL GAS PIPING ON BUILDING EXTERIOR SHALL BE PAINTED
STEEL GAS PIPING ON BUILDING EXTERIOR SHALL BE PAINTED WITH TWO (2)
COATS OF RUST INHIBITING PAINT. COLOR PER OWNER OR TO MATCH
BUILDING STANDARD. J. BRANCH TAKE-OFFS SHALL BE MADE WITH SWING
CONNECTIONS BRANCH TAKE-OFFS SHALL BE MADE WITH SWING CONNECTIONS
AS REQUIRED TO AVOID STRESS AT THESE POINTS. K. DO NOT INSTALL ANY
PIPING ABOVE ELECTRICAL PANELS AND/OR DO NOT INSTALL ANY PIPING
ABOVE ELECTRICAL PANELS AND/OR TRANSFORMERS. L. LABEL PIPE PER
BUILDING STANDARD OR AS SCHEDULED. LABEL PIPE PER BUILDING STANDARD
OR AS SCHEDULED. M. PAINT PIPE TO MATCH OWNER'S OR BUILDING
STANDARD. PAINT PIPE TO MATCH OWNER'S OR BUILDING STANDARD. N.
INSTALL AND SIZE REFRIGERANT PIPE IN STRICT ACCORDANCE INSTALL AND
SIZE REFRIGERANT PIPE IN STRICT ACCORDANCE WITH EQUIPMENT/APPLIANCE
MANUFACTURER'S IOM. DO NOT INSTALL REFRIGERANT PIPE BELOW GROUND.
REFRIGERANT PIPE INSTALLED ON BUILDING EXTERIOR SHALL BE ROUTED TO
MINIMIZE EXTERIOR EXPOSURE. INSULATE REFRIGERANT PIPE PER
MANUFACTURER'S IOM. PROVIDE INSULATION EXPOSED TO AMBIENT
CONDITIONS SHALL WITH CONTINUOUS 3O MIL PVC JACKET. O. ROUTE PIPE
THROUGH ROOF WITH ALUMINUM PIPE HOOD, PATE ROUTE PIPE THROUGH ROOF
WITH ALUMINUM PIPE HOOD, PATE CURB MODEL "PHA-2" WITH 14" TALL
MODEL "PC-2" CURB. SEAL PIPE THROUGH CURB WEATHER-TIGHT. P. PRIOR
TO INSTALLING EQUIPMENT/APPLIANCES, CAREFULLY PRIOR TO INSTALLING
EQUIPMENT/APPLIANCES, CAREFULLY CONSIDER FALL REQUIREMENTS OF
CONDENSATE DRAIN PIPE. PROVIDE MINIMUM 1/8" / FOOT SLOPE. EXTEND
CONDENSATE DRAIN PIPE TO AN APPROVED RECEPTOR AND TERMINATE VIA AN
INDIRECT CONNECTION. Q. ALL HOLES REQUIRED THROUGH EXISTING FLOORS
AND MASONRY ALL HOLES REQUIRED THROUGH EXISTING FLOORS AND MASONRY
WALLS SHALL BE CORE DRILLED. 16. DUCT MOUNTED SMOKE DETECTORS DUCT
MOUNTED SMOKE DETECTORS A. RETURN AIR DUCT MOUNTED SMOKE DETECTORS
SHALL BE RETURN AIR DUCT MOUNTED SMOKE DETECTORS SHALL BE PROVIDED
BY E.C. AND UPON DETECTING SMOKE, SHALL SHUT DOWN PROTECTED AIR
SYSTEM. 17. SHOP DRAWINGS SHOP DRAWINGS A. SUBMIT SHOP DRAWINGS ON
SCHEDULED AND NOTED EQUIPMENT SUBMIT SHOP DRAWINGS ON SCHEDULED AND
NOTED EQUIPMENT AND MATERIALS. PROVIDE ADEQUATE TIME FOR REVIEW AND
CORRECTIONS, IF ANY, TO PREVENT CONSTRUCTION DELAY. 18. DUCTWORK
DUCTWORK A. REFER TO DUCT INSULATION SCHEDULE FOR CLARIFICATION OF
REFER TO DUCT INSULATION SCHEDULE FOR CLARIFICATION OF DUCT
DIMENSIONS. PROVIDE ALL DUCTWORK IN STRICT ACCORDANCE WITH THE
SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION
(SMACNA) "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE",
LATEST EDITION. U.N.O. ALL RIGID DUCTWORK SHALL BE GALVANIZED SHEET
METAL. NO FIBERGLASS DUCTBOARD WILL BE ALLOWED. ALL EXPOSED
DUCTWORK SHALL HAVE A MILL-PHOSPHATIZED FINISH FOR PAINT ADHESION.
EXPOSED ROUND DUCT SHALL BE SPIRAL SEAM TYPE. B. REMOVE UNUSED
SECTIONS OF DUCTWORK. UNUSED OPENINGS IN REMOVE UNUSED SECTIONS OF
DUCTWORK. UNUSED OPENINGS IN EXISTING DUCT SHALL BE SEALED WITH
GALVANIZED SHEET METAL OF THE SAME GAUGE AS THE DUCT. INSULATE
AND/OR LINE WITH INSULATION TO MATCH EXISTING. SEAL GALVANIZED
SHEET METAL CAP TO EXISTING DUCT WITH APPROVED MASTIC. EXISTING
DUCT INSULATION AND/OR INSULATION SCRIM DAMAGED BY THIS WORK SHALL
BE REPAIRED. SEAL ALL INSULATION SEAMS AND JOINTS. C. PROVIDE
DAMPERS AT EACH BRANCH DUCT SERVING AIR DEVICES PROVIDE DAMPERS AT
EACH BRANCH DUCT SERVING AIR DEVICES AND AS SHOWN AND DETAILED. ALL
FLEXIBLE DUCT SHALL BE THERMAFLEX TYPE MKE, MAXIMUM 8'-0" LONG.
FLEXDUCT SHALL BE INSTALLED IN ACCESSIBLE CONCEALED SPACES ONLY AND
WITHOUT SAGS. INSTALLATION ABOVE INACCESSIBLE CEILINGS IS
UNACCEPTABLE. 19. DUCT SEALING DUCT SEALING A. SEAL ALL
LONGITUDINAL AND TRANSVERSE JOINTS WITH A SEAL ALL LONGITUDINAL AND
TRANSVERSE JOINTS WITH A NON-HARDENING, NON-MIGRATING MASTIC OR
LIQUID ELASTIC SEALANT, WITH VOC CONTENT NO GREATER THAN 250G/L AND
RECOMMENDED BY THE MANUFACTURER FOR SEALING SHEET METAL DUCT. SEAL
ALL JOINTS, SPIN-IN FITTINGS, AND FASTENING SCREWS WITH MASTIC.
HVAC SYSTEM LEAKAGE SHALL NOT EXCEED 5% OF DESIGN FLOW. 20. DUCT
INSULATION DUCT INSULATION A. SEE DUCT INSULATION SCHEDULE. SEE
DUCT INSULATION SCHEDULE. 21. EQUIPMENT EQUIPMENT A. INSTALL ALL
EQUIPMENT AND MATERIALS IN STRICT ACCORDANCE INSTALL ALL EQUIPMENT
AND MATERIALS IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTALLATION
AND OPERATIONS MANUAL AND IN STRICT ACCORDANCE WITH ALL LOCAL CODES
AND REGULATIONS. B. U.N.O. PROVIDE ALL MOTORIZED EQUIPMENT WITH
VIBRATION U.N.O. PROVIDE ALL MOTORIZED EQUIPMENT WITH VIBRATION
ISOLATION MOUNTING AND FLEXIBLE DUCT AND FLEXIBLE PIPE CONNECTIONS.
C. LABEL EQUIPMENT WITH ENGRAVED PHENOLIC RESIN NAMEPLATES LABEL
EQUIPMENT WITH ENGRAVED PHENOLIC RESIN NAMEPLATES ADHERED TO UNIT
CABINET WITH RTV SILICONE. LETTERING SHALL BE 1" HIGH BLACK ON
WHITE BACKGROUND. C. ALL EQUIPMENT, DUCT, PIPE, ETC. MOUNTED FROM
BOLTED ALL EQUIPMENT, DUCT, PIPE, ETC. MOUNTED FROM BOLTED
CONNECTIONS SHALL HAVE DOUBLE NUTS AT ATTACHMENT TO STRUCTURE AND
HANGER, NO EXCEPTIONS. 22. FIRE AND FIRE-SMOKE DAMPERS FIRE AND
FIRE-SMOKE DAMPERS A. PROVIDE FIRE DAMPERS AND/OR FIRE SMOKE
DAMPERS AT DUCT PROVIDE FIRE DAMPERS AND/OR FIRE SMOKE DAMPERS AT
DUCT PENETRATIONS OF RATED ASSEMBLIES AND AS REQUIRED BY AHJ. REFER
TO ARCHITECTURAL DRAWINGS FOR ASSEMBLY RATINGS. INSTALL DAMPERS IN
STRICT ACCORDANCE WITH MANUFACTURER'S DETAILS AND MAINTAIN
MANUFACTURER'S DETAILS ONSITE FOR AHJ REVIEW. PROVIDE ACCESS PANELS
OF ADEQUATE SIZE TO FACILITATE SERVICE ACCESS OF DAMPER. IN LIEU OF
ACCESS PANELS, A REMOVABLE DUCT SECTION IS ACCEPTABLE. 23. OUTDOOR
AIR INTAKES OUTDOOR AIR INTAKES A. PROVIDE A MINIMUM 10'-0"
HORIZONTAL CLEARANCE BETWEEN PROVIDE A MINIMUM 10'-0" HORIZONTAL
CLEARANCE BETWEEN MECHANICAL EQUIPMENT OUTDOOR AIR INTAKES AND
EXHAUST FAN DISCHARGES, COMBUSTION EXHAUST, PLUMBING VENTS, AND ANY
OTHER HAZARDOUS OR NOXIOUS CONTAMINANT. 24. AIR FILTERS AIR FILTERS
A. PROVIDE THREE (3) SETS OF NEW MERV 8 DISPOSABLE AIR PROVIDE
THREE (3) SETS OF NEW MERV 8 DISPOSABLE AIR FILTERS, PER THE
FOLLOWING: FOR HVAC SYSTEMS OPERATED DURING CONSTRUCTION, PROVIDE
FILTERS IN EQUIPMENT AND ON RETURN AIR DUCT OPENINGS TO PROTECT
DUCT FROM DIRT; IN HVAC EQUIPMENT PRIOR TO AIR TESTING, ADJUSTING,
AND BALANCING; AND AT PROJECT COMPLETION - ONE (1) SPARE SET FOR
HVAC EQUIPMENT. 25. SEISMIC RESTRAINT SEISMIC RESTRAINT A. PROVIDE
SEISMIC RESTRAINT OF SYSTEMS AND EQUIPMENT IN PROVIDE SEISMIC
RESTRAINT OF SYSTEMS AND EQUIPMENT IN STRICT ACCORDANCE WITH THE
BUILDING CODE. SUBMIT ALL REQUIRED DETAILS TO AHJ FOR REVIEW AND
APPROVAL. IF REQUIRED BY AHJ, PROVIDE ENGINEERED SEISMIC-RESTRAINT
DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER, LICENSED IN
THE STATE. SUBMIT COPIES INCLUDING CALCULATIONS AND DETAILS, AS
REQUIRED BY AHJ TO ARCHITECT (ENGINEER) AND TO AHJ FOR REVIEW AND
APPROVAL. 26. COMPLETION OF WORK COMPLETION OF WORK A. UPON
COMPLETION OF WORK, INSPECT INSTALLATION OF ALL UPON COMPLETION OF
WORK, INSPECT INSTALLATION OF ALL EQUIPMENT AND SYSTEMS. OPEN ALL
ACCESS COVERS ON EQUIPMENT. REMOVE ALL SURPLUS MATERIALS AND DEBRIS
AND PROPERLY DISPOSE OF SAME. 27. TESTING, ADJUSTING, &
BALANCING TESTING, ADJUSTING, & BALANCING A. PRIOR TO EQUIPMENT
START-UP, REMOVE COVERS, CAPS, OR PRIOR TO EQUIPMENT START-UP,
REMOVE COVERS, CAPS, OR PLUGS ON DUCT AND PIPING. B. UPON
COMPLETION OF WORK, MC SHALL PROVIDE HVAC TESTING: UPON COMPLETION
OF WORK, MC SHALL PROVIDE HVAC TESTING: i. AFTER INSTALLING
EQUIPMENT AND AFTER ELECTRICAL AFTER INSTALLING EQUIPMENT AND AFTER
ELECTRICAL CIRCUITRY HAS BEEN ENERGIZED, TEST UNITS FOR COMPLIANCE
WITH REQUIREMENTS. ii. INSPECT FOR AND REMOVE SHIPPING BOLTS,
BLOCKS, AND INSPECT FOR AND REMOVE SHIPPING BOLTS, BLOCKS, AND
TIE-DOWN STRAPS. iii. OPERATIONAL TEST: AFTER ELECTRICAL CIRCUITRY
HAS BEEN OPERATIONAL TEST: AFTER ELECTRICAL CIRCUITRY HAS BEEN
ENERGIZED, START UNITS TO CONFIRM PROPER MOTOR ROTATION, BELT
TENSION, DAMPER FUNCTION, COOLING FUNCTION, HEATING FUNCTION, AND
UNIT OPERATION. iv. TEST AND ADJUST CONTROLS AND SAFETIES. REPLACE
TEST AND ADJUST CONTROLS AND SAFETIES. REPLACE DAMAGED AND
MALFUNCTIONING CONTROLS AND EQUIPMENT. v. REMOVE AND REPLACE
MALFUNCTIONING UNITS AND RETEST REMOVE AND REPLACE MALFUNCTIONING
UNITS AND RETEST AS SPECIFIED ABOVE. vi. SUBMIT TESTING REPORT TO
ARCHITECT (ENGINEER). B. UPON COMPLETION OF WORK, PROVIDE AN HVAC
TESTING, UPON COMPLETION OF WORK, PROVIDE AN HVAC TESTING,
ADJUSTING, AND BALANCING REPORT PERFORMED BY A(N INDEPENDENT)
CONTRACTOR CERTIFIED BY AABC, NEBB, OR TABB. BALANCE SYSTEMS WITHIN
10% OF DESIGN FLOW. TAB SHALL BE PERFORMED IN STRICT ACCORDANCE
WITH SMACNA'S "TAB PROCEDURAL GUIDE", LATEST EDITION. MC SHALL BE
PRESENT DURING TAB SHOULD ANY CORRECTIONS BE REQUIRED. (EXISTING
HVAC SYSTEMS: PRIOR TO START OF WORK, TEST AND RECORD FLOW OF
EXISTING DEVICES AND SYSTEMS. AT COMPLETION OF WORK ADJUST FLOW TO
NEW DEVICES, AS INDICATED ON DRAWINGS. RESTORE EXISTING DEVICES NOT
IN SCOPE OF WORK TO ORIGINAL VOLUMETRIC FLOW RATES.) 28. CLOSEOUT -
AT CONSTRUCTION COMPLETION AND PRIOR TO TURNOVER CLOSEOUT - AT
CONSTRUCTION COMPLETION AND PRIOR TO TURNOVER TO OWNER (TENANT): :
A. PROVIDE FINAL MARK-UPS IN PDF (DWG) FORMAT TO ARCHITECT PROVIDE
FINAL MARK-UPS IN PDF (DWG) FORMAT TO ARCHITECT AND ENGINEER. B.
PROVIDE A SIGNED CERTIFICATE OF INSPECTION AT THE PROJECT PROVIDE A
SIGNED CERTIFICATE OF INSPECTION AT THE PROJECT COMPLETION. C.
PROVIDE THE OWNER WITH A BOUND OWNER'S MANUAL. THE PROVIDE THE
OWNER WITH A BOUND OWNER'S MANUAL. THE MANUAL SHALL CONSIST OF A
THREE-RING LOOSE-LEAF BINDER CONTAINING ALL PRINTED MATERIAL FOR
INSTALLED EQUIPMENT INCLUDING BUT NOT LIMITED TO: WARRANTY
INFORMATION, SERVICE AND CLEANING INSTRUCTIONS, NOTICES TO OWNER,
OPERATING MANUALS, AND MAINTENANCE INSTRUCTIONS. D. TRAIN THE OWNER
IN THE THERMOSTATS FUNCTIONS AND TRAIN THE OWNER IN THE THERMOSTATS
FUNCTIONS AND OPERATING THE EQUIPMENT USING THE THERMOSTATS.
CONTRACTOR SHALL PROGRAM THE THERMOSTATS PER THE OWNER'S TIME
SCHEDULES AND SETPOINTS. 29. WARRANTY WARRANTY A. ON ALL WORK
INCLUDED IN THIS CONTRACT, PROVIDE ONE (1) ON ALL WORK INCLUDED IN
THIS CONTRACT, PROVIDE ONE (1) YEAR WRITTEN WARRANTY FOR LABOR,
EQUIPMENT, AND MATERIALS TO REPLACE ALL FAULTY MATERIALS AND/OR
LABOR, AT NO COST TO OWNER, BEGINNING ON DATE OF ACCEPTANCE BY
OWNER. B. WITHIN THE WARRANTY PERIOD, DURING THE OPPOSITE SEASON
WITHIN THE WARRANTY PERIOD, DURING THE OPPOSITE SEASON
(HEATING/COOLING) FROM THAT IN WHICH THE INITIAL ADJUSTMENTS WERE
MADE, THIS CONTRACTOR SHALL MAKE AN INSPECTION OF THE INSTALLED
BUILDING SYSTEMS. AT THIS INSPECTION, WITH SYSTEMS OPERATING, THIS
CONTRACTOR SHALL MAKE ANY NECESSARY MODIFICATIONS TO THE INITIAL
ADJUSTMENTS REQUIRED TO PRODUCE OPTIMUM OPERATION OF THE SYSTEM
COMPONENTS, TO PRODUCE THE PROPER CONDITIONS IN EACH SPACE. -- END
OF SPECIFICATIONS --
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T 636.349.1600 F 636.349.1730
E1-01
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GENERAL ELECTRICAL NOTES: : 1. WORK SHALL BE PERFORMED AND
INSTALLED IN COMPLIANCE WITH LOCAL WORK SHALL BE PERFORMED AND
INSTALLED IN COMPLIANCE WITH LOCAL ELECTRICAL CODE, HEALTH
REGULATIONS, AND LOCAL ORDINANCES. 2. WORK SHALL INCLUDE PERMIT
FEES, UTILITY TAP FEES, AND INSPECTION WORK SHALL INCLUDE PERMIT
FEES, UTILITY TAP FEES, AND INSPECTION FEES AS REQUIRED. 3.
COORDINATE LOCATION OF ROOFING EQUIPMENT (DISCONNECTS, JUNCTION
COORDINATE LOCATION OF ROOFING EQUIPMENT (DISCONNECTS, JUNCTION
BOXES, CONDUITS, CONDUCTORS, ETC.) AND CONNECTION POINTS WITH
GENERAL CONTRACTOR. 4. FIELD VERIFY EXISTING CONDITIONS PRIOR TO
SUBMITTING BID AND PRIOR FIELD VERIFY EXISTING CONDITIONS PRIOR TO
SUBMITTING BID AND PRIOR TO INSTALLATION. 5. COORDINATE WITH OTHER
TRADES IN EQUIPMENT TO REQUIRED CLEARANCES COORDINATE WITH OTHER
TRADES IN EQUIPMENT TO REQUIRED CLEARANCES AND TO AVOID ANY
INTERFERENCE. 6. REFERENCE ARCHITECTURAL DRAWINGS FOR ANY
ADDITIONAL EQUIPMENT REFERENCE ARCHITECTURAL DRAWINGS FOR ANY
ADDITIONAL EQUIPMENT INFORMATION. 7. GENERAL CONTRACTOR SHALL
COORDINATE REQUIRED SUBMITTALS TO FIRE GENERAL CONTRACTOR SHALL
COORDINATE REQUIRED SUBMITTALS TO FIRE DEPARTMENT FOR FIRE ALARM
SYSTEM. 8. BELOW GRADE CONDUIT OR EXTERIOR CONDUIT SHALL BE RIGID
GALVANIZED BELOW GRADE CONDUIT OR EXTERIOR CONDUIT SHALL BE RIGID
GALVANIZED STEEL (RGS). 9. ABOVE GRADE INTERIOR CONDUIT SHALL BE
ELECTRICAL METALLIC TUBING ABOVE GRADE INTERIOR CONDUIT SHALL BE
ELECTRICAL METALLIC TUBING (EMT) OR INTERMEDIATE METALLIC CONDUIT
(IMC). 10. CONDUCTORS SHALL BE INSTALLED IN METAL CONDUIT AND SHALL
BE CONDUCTORS SHALL BE INSTALLED IN METAL CONDUIT AND SHALL BE
SOLID OR STRANDED COPPER. 11. LOW VOLTAGE WIRING SHALL BE INSTALLED
IN CONDUIT WHERE CONCEALED LOW VOLTAGE WIRING SHALL BE INSTALLED IN
CONDUIT WHERE CONCEALED BEHIND WALLS, INACCESSIBLE BY FINISH
MATERIALS, OR SUBJECT TO PHYSICAL DAMAGE. DEMOLITION ELECTRICAL
NOTES: : DISCONNECT DISCONNECT EQUIPMENT/DEVICE CONNECTION.
WITHDRAW SERVICE(S) BEYOND ADJACENT SURFACE AND CAP. ALLOW ENOUGH
ROOM TO FINISH OPENING SIMILAR TO ADJACENT SURFACE. SERVICE(S) THRU
FLOOR SHALL BE WITHDRAWN INTO SPACE BELOW. SERVICE(S) THRU CEILING
SHALL BE WITHDRAWN INTO CEILING SPACE. CAP SERVICE(S) EXCEPT WHERE
TO BE EXTENDED FOR PROPOSED SERVICE CONNECTION. REMOVE EXISTING
SLEEVES AND FILL HOLES. FINISH REPAIR BY GENERAL CONTRACTOR.
CONDUIT IN SLAB(S) SHALL BE CUT OFF BELOW ADJACENT FINISH AND SHALL
HAVE WIRING WITHDRAWN TO NEXT ACCESSIBLE OPENING(S) WHERE OTHER
EQUIPMENT OR DEVICE SERVED OR TO PANEL WHERE ONLY SAID
EQUIPMENT/DEVICE SERVED. CONDUIT AND WIRING ABOVE GRADE SHALL BE
REMOVED BACK TO PANEL OR POINT OF ORIGIN. IN MULTI-TENANT BUILDINGS
WHERE SERVICES CONTINUED THROUGH SPACES OF ANOTHER TENANT, REMOVE
SERVICE(S) TO TERMINATION IN SPACE CONTROLLED BY PROPOSED TENANT OR
TO SPACE CONTROLLED BY BUILDING MANAGEMENT. COORDINATE TERMINATIONS
WITH BUILDING MANAGEMENT. REMOVAL MATERIALS/EQUIPMENT/DEVICES TO BE
REMOVED AND NOT RELOCATED OR STORED AS WELL AS CONSTRUCTION
MATERIALS ACCUMULATED DURING REMOVAL WORK SHALL BE REMOVED AND
DISPOSED OF AT EXPENSE OF RESPECTIVE TRADE. BLANK/FILL OPENINGS IN
EXISTING WALLS REMAINING. DUST CONTROL DUST CONTROL SHALL BE
PROVIDED AND MAINTAINED BY GENERAL CONTRACTOR. THIS TRADE SHALL
COORDINATE WORK WITH GENERAL CONTRACTOR DUST CONTROL IN AREA(S)
INDICATED FOR PROPOSED WORK. SPECIAL CONTROL FOR HEALTH AND SAFETY
OF WORKERS, FOR WORK OUTSIDE AREA REGARDED AS PROPOSED WORK AREA,
AND AS REQUIRED BY SPECIAL CONDITIONS SHALL BE PROVIDED BY THIS
TRADE. INTERRUPTION OF SERVICES WORK REQUIRING INTERRUPTION OF
SERVICE(S) TO PORTIONS OF BUILDING OTHER THAN AREA(S) OF WORK
ACCOMPLISHED SHALL BE COORDINATED WITH BUILDING MANAGEMENT AND
ACCOMPLISHED DURING NIGHTTIME OR ON WEEKENDS, AND AT NO ADDITIONAL
COST. ELECTRICAL SPECIFICATIONS: : 1.0 DESCRIPTION OF WORK
DESCRIPTION OF WORK 1.01 GENERAL CONDITIONS AND GENERAL NOTES
INDICATED WITH ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL
GOVERN WHERE APPLICABLE. 1.02 WORK INDICATED ON DRAWINGS SHALL BE
CONSIDERED NEW AND IN-CONTRACT UNLESS NOTED OTHERWISE. 1.03
COMPLETELY OPERATIONAL ELECTRICAL SYSTEMS READY FOR USE AS ITEMIZED
BUT NOT LIMITED TO AS FOLLOWS: 1.04 DEMOLITION, REMOVAL, AND
ALTERATIONS OF EXISTING SYSTEMS AND EQUIPMENT AS REQUIRED THOUGH
NOT SPECIFICALLY INDICATED ACCOMMODATING PROPOSED WORK. 1.05
PANELS, TRANSFORMERS, BREAKERS, CONDUIT, WIRING, AND BRANCH
CIRCUITS CONNECTING EACH FIXTURE, DEVICE AND EQUIPMENT. 1.06
MECHANICAL EQUIPMENT CONNECTIONS. 1.07 PLUMBING EQUIPMENT
CONNECTIONS. 1.08 LIGHTING FIXTURES AND LAMPS. 1.09 FUSES,
DISCONNECTS, STARTERS (EXCEPT WHERE PART OF OEM), DEVICES, PLATES,
AND OTHER REQUIRED EQUIPMENT. 1.10 UBS EQUIPMENT AND DEVICES. 1.11
EMPTY CONDUIT SYSTEM FOR TELEPHONE/DATA COMMUNICATIONS. 2.0 RELATED
WORK BY OTHER TRADES RELATED WORK BY OTHER TRADES 2.01 TEMPERATURE
CONTROLS, INTERLOCKS, WIRING, AND TERMINATIONS. 2.02 SECURITY
DEVICES, AND TERMINATIONS. 2.03 AUDIO EQUIPMENT AND TERMINATIONS.
3.0 RELATED WORK BY OTHERS RELATED WORK BY OTHERS 3.01 APPLIANCES.
4.0 ELECTRIC INSTALLATION NOTES ELECTRIC INSTALLATION NOTES 4.01
WORK SHALL BE PERFORMED IN ACCORDANCE WITH CODES AND AUTHORITIES
HAVING JURISDICTION, INCLUDING ADA GUIDELINES AND ENERGY
COMPLIANCE. 4.02 WORK AND INSTALLATIONS SHALL BE PERFORMED IN
FIRST-CLASS NEAT WORKMANLIKE MANNER. REMOVE DEBRIS ON REGULAR BASIS
AND CLEAN EQUIPMENT DURING PROJECT COMPLETION. 4.03 APPLY PROCURE,
AND PAY FOR REQUIRED PERMITS AND INSPECTIONS. 4.04 FIELD VERIFY
PROJECT CONSTRUCTION CONDITIONS AND PROJECT SITE CONDITIONS PRIOR
TO SUBMITTING BID. 4.05 THIS TRADE SHALL DO ITS OWN CUTTING AND
PATCHING, TRENCHING AND BACKFILLING. PENETRATIONS THROUGH
FIRE-RATED ASSEMBLIES SHALL BE FILLED WITH FIRESTOP PRODUCT. SUBMIT
FIRESTOP PRODUCT MATERIAL SPECIFICATIONS TO LOCAL AUTHORITIES
HAVING JURISDICTION. 4.06 CONFER WITH OTHER TRADES IN COORDINATION
OF THIS WORK FOR REQUIRED CLEARANCES, CHASES, RECESSES AND
OPENINGS. 4.07 PROPOSAL PRICE SHALL INCLUDE SPECIFIED MATERIALS
ONLY. SHOULD CONTRACTOR WISH TO SUBSTITUTE MATERIALS, EQUIPMENT OR
MANUFACTURERS, IT SHALL BE DONE BY STATING EACH SUBSTITUTION AND
ITS PRICE ADJUSTMENT. 4.08 DRAWINGS SHALL BE FOR BIDDING ONLY.
ROUGH-IN AND FINAL CONNECTION SHALL BE MADE FROM APPROVED EQUIPMENT
DRAWINGS ONLY. 4.09 SIZE AND TYPE OF EQUIPMENT BRANCH OVERCURRENT
PROTECTIVE DEVICES(S) SHALL BE AS RECOMMENDED BY EQUIPMENT
MANUFACTURER. FIELD VERIFY EACH REQUIRED DEVICE PRIOR TO
INSTALLATION. 4.10 GUARANTEE WORK AND EQUIPMENT TO BE FREE FROM
DEFECTIVE WORKMANSHIP AND MATERIALS FOR PERIOD OF ONE (1) YEAR FROM
DATE OF FINAL CERTIFICATE OF OCCUPANCY. ANY REPAIRS OR REPLACEMENT
DURING THIS PERIOD SHALL BE MADE WITHOUT COST TO OWNER. 4.11 WIRE
SHALL HAVE 600 VOLT INSULATION, NOT LESS THAN #12 EXCEPT FOR
CONTROLS, BE SOLID COPPER TYPE THHN OR THWN FOR #12 AND SMALLER,
AND BE STRANDED COPPER TYPE THHN OR THWN FOR WIRE #10 AND LARGER.
4.12 CONDUIT IN GROUND FOR EXTERIOR FIXTURES AND EQUIPMENT MAY BE
PVC (IF PERMITTED BY LOCAL AUTHORITIES). CONDUIT EXPOSED TO
WEATHER, IN SLABS ON GRADE, AND WHERE REQUIRED BY CODE SHALL BE
RIGID GALVANIZED STEEL WITH WATERPROOF FITTINGS AND APPROVED
COMPOUND. CONDUIT ELSEWHERE SHALL BE EMT WITH COMPRESSION OR SET
SCREW FITTINGS. 4.13 DEVICES AND PLATES IN FINISHED AREAS SHALL BE
SELECTED BY ARCHITECT. DEVICES IN UNFINISHED AREAS SHALL BE WHITE
WITH GALVANIZED PLATES. 4.14 DEVICES SHALL BE, OR EQUIVALENT TO,
UNLESS NOTED OTHERWISE ON DRAWINGS: LEVITON RENOIR SERIES (SINGLE
POLE SWITCHES) *INCLUDING SWITCHES WITH DIMMERS AS INDICATED ON
PLANS LEVITON RENOIR SERIES (THREE WAY SWITCHES) *INCLUDING
SWITCHES WITH DIMMERS AS INDICATED ON PLANS HUBBELL 53621
(RECEPTACLES - 20A) HUBBELL GF53621 (GFI RECEPTACLES - 20A) HUBBELL
IG-5362 (ORANGE IG RECEPTACLES - 20A) HUBBELL ATD SERIES (WALL
OCCUPANCY/VACANCY) HUBBELL ATD SERIES (CEILING OCCUPANCY SENSOR)
INTERMATIC WP5100-BL SERIES (BLACK WATERPROOF BOX AND COVER) 4.15
DEVICES IN PLUMBING AREAS OR LOCKER ROOM AREAS SHALL BE
GROUND-FAULT INTERRUPTING TYPE (GFI) 4.16 MOUNTING HEIGHTS SHALL
BE, UNLESS NOTED OTHERWISE ON DRAWINGS: -SWITCHES AT 4'-0" ABOVE
FINISHED FLOOR, AND AS SHOWN ON ARCHITECTURAL ELEVATIONS.
-RECEPTACLES AT 1'-6" ABOVE FINISHED FLOOR (INDOOR), 2'-0" ABOVE
FINISHED FLOOR (OUTDOOR), AND AS SHOWN ON ARCHITECTURAL ELEVATIONS.
-COMMUNICATIONS OUTLETS AT 1'-6" ABOVE FINISHED FLOOR (INDOOR),
2'-0" ABOVE FINISHED FLOOR (OUTDOOR), AND AS SHOWN ON ARCHITECTURAL
ELEVATIONS 4.17 IDENTIFY DISCONNECTS, STARTERS, PANELS,
SWITCHBOARDS, DIMMERS, AND SWITCHES WITH 3/4" HIGH WHITE-FACED
MICARTA WITH 1/4" BLACK LETTERS. DIMMERS AND SWITCHES IN GROUPS OF
2 OR LESS DO NOT REQUIRE IDENTIFICATION. 4.18 STARTERS SHALL BE
ELECTRICALLY OPERATED WITH OVERLOAD PROTECTION ON EACH PHASE LINE,
HAND-OFF-AUTO, OR START-STOP CONTROL, CONTROL TRANSFORMERS, AND RED
PILOT. SWITCHES SHALL BE SQUARE D QMB GENERAL DUTY (240V), OR HEAVY
DUTY (480V) WITH BUSSMAN DUAL ELEMENT FUSES AS REQUIRED. PROVIDE 2
SPARE SETS OF FUSES FOR EACH FUSE SIZED AT 100A OR LARGER. 4.19
BRANCH PANELS AND CIRCUIT BREAKERS SHALL BE SQUARE D TYPE
NF/NQ/NQOD. PANELS SHALL HAVE COPPER BUS WITH BOLT-ON TYPE
BREAKERS. PROVIDE ACCURATE AND TYPE-PRINTED PANEL SCHEDULE FOR EACH
PANEL. 4.20 ELECTRICAL EQUIPMENT SHALL HAVE MINIMUM OF 65,000 AMP
INTERRUPTING CAPACITY UNLESS NOTED OTHERWISE ON DRAWINGS, OR
EQUIPMENT MANUFACTURER SUPPLIES DETAILED MINIMUM AIC CALCULATIONS
JUSTIFYING RATINGS OF EQUIPMENT PROVIDED. 4.21 THE MAIN
SWITCHBOARDS, PANELBOARDS, AND OTHER ELECTRICAL EQUIPMENT SHALL BE
GROUNDED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 4.22
COMMUNICATION AND 20A, 120V OUTLETS SHALL BE INSTALLED WITH 4" BOX
AND SINGLE GANG COVER, AND 3/4" CONDUIT ROUTED INTO ACCESSIBLE
SPACE UNLESS OTHERWISE NOTED. 4.23 EXTERIOR EQUIPMENT SHALL BE NEMA
3R AND WEATHERPROOF LIQUID TIGHT FLEXIBLE METAL CONDUIT
CONNECTIONS. 4.24 ALL INSTALLATIONS IN ALL FIRE RATED AREAS SHALL
BE RATED TO MATCH, INCLUDING CONDUIT, JUNCTION BOX, ETC. ALL
PENETRATIONS SHALL BE SEALED AND REPAIRED IN A WAY THAT MAINTAINS
EXISTING FIRE RATINGS. THIS INCLUDES ALL IN-FLOOR PENETRATIONS,
WALL PENETRATIONS, CEILING PENETRATIONS, ETC. 4.25 DISCONNECT
SWITCHES SHALL BE QMQB SWITCHES OR EQUIVALENT. 4.26 DRY TYPE
TRANSFORMERS: TRANSFORMERS SHALL BE OF KVA RATING AS NOTED ON THE
DRAWINGS, 2 WINDING, DRY TYPE, 3 PHASE, WITH SIX 2-1/2% TAPS, 2
ABOVE AND 4 BELOW NORMAL PRIMARY VOLTAGE. TRANSFORMER SHALL BE NEMA
TYPE 1, QUIET TYPE WITH CORE AND COILS ISOLATED FROM THE CASE BY
VIBRATION DAMPERS. TRANSFORMERS SHALL BE EQUAL TO SQUARE D TYPE
WATCHDOG (TP-1), AS MANUFACTURED BY SQUARE-D, GENERAL ELECTRIC, OR
EQUAL. 4.27 REPLACEMENT LED BULBS SHALL BE DIRECT REPLACEMENT TYPE
EQUIVALENT TO ATG T8F4G-14 835-DR. DO NOT REMOVE EXISTING BALLAST
FROM EXISTING FIXTURE. 5.0 SUBMITTALS (DIGITAL PDF FILES) : : 5.01
PANELS AND BREAKERS. 5.02 TRANSFORMERS. 5.03 DISCONNECT SWITCHES.
5.04 CONTACTORS. 5.05 TIME SWITCHES. 5.06 DEVICES AND RECEPTACLES.
5.07 LIGHTING FIXTURES. 5.08 CURRENT LIMITING DEVICES. 5.09
SWITCHES. 5.10 OCCUPANCY SENSORS. 5.11 FIRE ALARM SYSTEM.(IF
REQUIRED)
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GFCI NOTES
T 636.349.1600 F 636.349.1730
E2-01
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1. ALL KITCHEN, LAUNDRY, LOCKER ROOMS, AND RESTROOM SINGLE-PHASE
RECEPTACLES ALL KITCHEN, LAUNDRY, LOCKER ROOMS, AND RESTROOM
SINGLE-PHASE RECEPTACLES RATED 150 VOLTS TO GROUND OR LESS, 50
AMPERES OR LESS AND THREE PHASE RECEPTACLES RATED 150 VOLTS TO
GROUND OR LESS, 100 AMPERES OR LESS INSTALLED IN THE FOLLOWING
LOCATIONS SHALL HAVE GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION
FOR PERSONNEL PER N.E.C. 2. ALL GFCI RECEPTACLES SHALL BE INSTALLED
IN A READILY ACCESSIBLE LOCATION OR A ALL GFCI RECEPTACLES SHALL BE
INSTALLED IN A READILY ACCESSIBLE LOCATION OR A GFCI CIRCUIT
BREAKER SHALL USED TO FEED THE CIRCUIT NOTED.
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REFER TO MECHANICAL & ELECTRICAL EQUIPMENT SCHEDULE FOR
ELECTRICAL INFORMATION AND CHARACTERISTICS OF EQUIPMENT.
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NOTE: : NO FREE-WIRED DEVICES IN OPEN CEILING AREAS. ALL LOW
VOLTAGE, ELECTRICAL AND AV DEVICES TO BE IN CONDUIT. CONDUIT SHALL
NOT BE SHARED WITH 120V OR HIGHER VOLTAGE CONNECTIONS.
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RECEPTACLE BOX SHALL HAVE 2 DEDICATED SIMPLEX RECEPTACLES TO FEED 2
UNITS. EC SHALL USE LEVITON #84052-40 STAINLESS STEEL COVER, NO
SUBSTITUTIONS. SEE DETAIL 2E4-01. COORDINATE SIGN CONNECTION
REQUIREMENTS WITH VENDER. COORDINATE LOCATION WITH ARCHITECTURAL
SHEETS. EC SHALL PROVIDE EMPTY 3/4" CONDUIT AND PULL STRING FROM
FUTURE WALK-IN LOCATIONS TO PANEL A. RECEPTACLE BOX SHALL HAVE 1
DEDICATED SIMPLEX RECEPTACLE TO FEED 1 UNIT. EC SHALL USE LEVITON
#84052-40 STAINLESS STEEL COVER, NO SUBSTITUTIONS. COVER EMPTY SIDE
WITH A BLANK COVER. SEE DETAIL 2E4-01. EC TO PROVIDE JUNCTION BOX
FOR ROLL UP GARAGE DOOR. 3 P, 230V AC
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2 ENLARGED SWITCHBANK DETAIL SCALE: NTS
A 2a
A 2a
A 2a
A 2a
A 2a
A 2a
A 2a
A 2a
A 4b
A 4b
A 4b
A 4b
A 4b
A 4b
A 4b
A 4b
A 4b
A 4b
A 4b
A 4b
A 4b
A 4b
A 4b
A 4b
A 4b
A 4b
A 4b
A 2a
A 2a
A 2a
A 2a
A 2a
A 2a
A 2a
A 2a
A 2a
A 2a
A 2a
A 2a
A 2a
B 6c
B 6c
B 6d
B 6d
B 6f
B 6f
C 6g
C 6g
C 6h
C 6h
T 636.349.1600 F 636.349.1730
E3-01
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ALL EMERGENCY, EXIT LIGHTS, AND NIGHT LIGHTS IN SUPPORT AREAS SHALL
BE CIRCUITED TO LIGHTING CIRCUIT SERVICING SAME AREA WITH A LOCK ON
DEVICE AT THE BREAKER PER NEC 700.12. ALL EMERGENCY, EXIT LIGHTS,
AND NIGHT LIGHTS IN WAREHOUSE SHALL BE CIRCUITED TO A-2 WITH A LOCK
ON DEVICE AT THE BREAKER PER NEC 700.12.
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2 DOUBLE SIMPLEX DETAIL SCALE: NTS
TIMECLOCK AND LIGHTING
796 Merus Court St. Louis, MO 63026
T 636.349.1600 F 636.349.1730
E4-01
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ALL INFORMATION REGARDING CURRENT CONDITIONS OF THE ELECTRICAL
SERVICE ARE VIA SECOND PARTY FIELD SURVEY. EC IS RESPONSIBLE FOR
FIELD VERIFICATION OF SITE CONDITIONS AND REPORTING ANY DIFFERENCES
OR DISCREPANCIES TO OWNERS REPRESENTATIVE PRIOR TO BID. NO EXTRAS
OR CHANGE ORDERS SHALL BE GIVEN FOR CONTRACTOR'S FAILURE TO VERIFY
SITE CONDITIONS PRIOR TO BIDDING.
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1. PANEL A IS EXISTING TO REMAIN. REWORK AS PANEL A IS EXISTING TO
REMAIN. REWORK AS SHOWN AND AS MAY BECOME NEEDED TO MEET DESIGN
INTENT. 2. EC SHALL PROVIDE 225A, 120/208V 3, 4W EC SHALL PROVIDE
225A, 120/208V 3, 4W MCB PANEL 'LA'. 3. EC SHALL VERIFY GROUND IS
CODE EC SHALL VERIFY GROUND IS CODE COMPLIANT. 4. EC SHALL VERIFY
EXISTING SERVICE HAS EC SHALL VERIFY EXISTING SERVICE HAS ADEQUATE
CAPACITY FOR NEW LOAD. 5. EC SHALL PROVIDE NEW 75kVA TRANSFORMER EC
SHALL PROVIDE NEW 75kVA TRANSFORMER T2 AS SHOWN ON ONE LINE. 6. EC
SHALL PROVIDE NEW FEEDERS AS SHOWN EC SHALL PROVIDE NEW FEEDERS AS
SHOWN ON ONE LINE FOR TRANSFORMER T2 AND PANEL A. 7. EC SHALL
PROVIDE 150A, 120/208V 3, 4W EC SHALL PROVIDE 150A, 120/208V 3, 4W
MCB PANEL 'LB'. 8. EC SHALL PROVIDE NEW 45KVA TRANSFORMER EC SHALL
PROVIDE NEW 45KVA TRANSFORMER T2 AS SHOWN ON ONE LINE.
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NOTE: : EC SHALL CONTACT LOCAL UTILITY AND CALCULATE ACTUAL SHORT
CIRCUIT CURRENT AND REPLACE ANY PANEL IF HIGHER THAN RATED.
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E.C. TO PROVIDE TO PROVIDE 1 #6 GND TO BLDG STEEL
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E.C. TO PROVIDE TO PROVIDE 4#1/0, 1#6 GND 2"C
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CIRCUIT BRKR DESCRIPTION
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CIRCUIT BRKR DESCRIPTION
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E.C. TO REUSE EXISTING OR SELECT TIMECLOCK SYSTEM AND CONTACTORS
MEETING ALL OWNER, JURISDICTIONAL AND LL REQUIREMENTS.
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CM
1. PLUMBING CONTRACTOR SHALL ABIDE BY THE LOCAL CODES AND
ORDINANCES.
2. PLUMBING CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATIONS AND
SIZES OF ALL UTILITIES, INCLUDING THE
DEPTHS OF ALL BELOW GRADE SANITARY SEWERS, PRIOR TO START OF WORK.
THIS DRAWING IS NOT INTENDED TO
INDICATE ALL EXISTING UTILITIES.
3. CONTRACTOR SHALL BE FAMILIAR WITH LANDLORD'S STANDARDS, RULES
AND REGULATIONS. ALL LANDLORD'S CRITERIA
SHALL BE COMPILED WITH AND INCLUDED IN THIS BID.
4. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID AND FIELD
VERIFY EXISTING CONDITIONS TO ENSURE THAT
THE WORK REPRESENTED ON THE DRAWINGS AND IN THESE SPECIFICATIONS
CAN BE INSTALLED AS INDICATED.
CONTRACTOR SHALL TAKE ALL INTERFERENCES INTO CONSIDERATION. PROVIDE
ALL NECESSARY OFFSETS TO SUIT FIELD
CONDITIONS AS REQUIRED.
5. CONTRACTOR SHALL VERIFY AND COORDINATE ALL UTILITY CONNECTION
POINTS, INCLUDING SIZES AND INVERTS WITH
EXISTING FIELD CONDITIONS PRIOR TO START OF WORK.
6. MAKE ALL UTILITY CONNECTIONS AND INSTALLATIONS IN FULL
ACCORDANCE WITH ALL UTILITY REGULATIONS. PROVIDE
ALL ADDITIONAL APPURTENANCES AS REQUIRED BY UTILITY COMPANY. THE
COMPLETED INSTALLATION SHALL BE IN
ACCORDANCE WITH ALL APPLICABLE INDUSTRY STANDARDS OF GOOD PRACTICE
AND SAFETY, AND THE MANUFACTURER'S
STRICTEST RECOMMENDATIONS FOR EQUIPMENT AND PRODUCT APPLICATION AND
INSTALLATION.
7. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND
INSPECTIONS RELATED TO THE INSTALLATION OF THE
WORK.
8. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND
LOCAL CODES, LAWS, ACTS AND ALL
AUTHORITIES HAVING JURISDICTION AND LANDLORD'S CRITERIA.
9. MAINTAIN ALL MANUFACTURER'S RECOMMENDED SERVICE CLEARANCES FOR
ALL FIXTURES AND EQUIPMENT. REFER TO
ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF PLUMBING FIXTURES.
10. CUTTING OF ROOF AND FLASHING OF PIPE CURBS, SANITARY VENT
THROUGH ROOF, ETC. SHALL BE COORDINATED WITH
AND PERFORMED BY LANDLORD,S ROOFING CONTRACTOR, AT THIS
CONTRACTOR'S EXPENSE, TO MAINTAIN ROOF
WARRANTY. ALL VENT OUTLETS SHALL BE A MINIMUM OF 10'-0" AWAY FROM
OR 3'-0" ABOVE ANY AIR INTAKES ON HVAC
EQUIPMENT.
11. ALL HORIZONTAL FIRE PROTECTION SPRINKLER PIPING AND ALL ABOVE
GRADE EXPOSED HORIZONTAL PIPING IS TO BE
INSTALLED AS HIGH AS POSSIBLE.
12. CONTRACTOR SHALL COORDINATE TIMES TO WORK IN SPECIFIC AREA OF
THE EXISTING BUILDING WITH THE BUILDING
MANAGER AND WITH THE OCCUPANTS OF THE AREA AFFECTED BY THE
WORK.
13. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND SHALL NOTIFY
THE ENGINEER OF ANY DISCREPANCIES WITH
THE CONTRACT DOCUMENTS BEFORE COMMENCING ANY WORK.
14. SLEEVE AND SEAL ALL PIPE PENETRATIONS O WALLS AND FLOORS. APPLY
INTUMESCENT FIRE SAFING COMPOUND AT
PENETRATIONS AT FIRE RATED WALLS AND FLOORS, MAINTAINING INTEGRITY
AND RATING OF FIRE SEPARATION. SLEEVES
THROUGH FLOORS SHALL EXTEND 2" ABOVE FLOOR, BE GROUTED INTO PLACE
AND WATERPROOFED. PIPING THROUGH
EXTERIOR WALLS SHALL BE SLEEVED AND SEALED WEATHER TIGHT WITH
SILICONE CAULK.
15. ALL DOMESTIC COLD, HOT AND TEMPERED WATER PIPING TO BE
INSULATED WITH RIGID FIBERGLASS INSULATION WITH
TYPE "ASJ" JACKET. COLD WATER PIPES TO HAVE
1
2
HAVE 1" THICK INSULATION.
16. THE P.C. IS TO INSPECT THE EXISTING SANITARY DRAIN TO VERIFY
THAT IT HAS SUFFICIENT DEPTH FOR THE NEW WORK
AND TO VERIFY THE DIRECTION OF FLOW. PRESSURE TEST THE EXISTING
SANITARY DRAIN PRIOR TO THE START OF WORK.
VERIFY THAT SEWER IS ACTIVE BY FLUSHING WITH WATER, A MINIMUM OF
FIVE GALLONS PER MINUTE FOR FOUR HOURS
PRIOR TO START OF WORK.
PLUMBING GENERAL NOTES
POINT OF CONNECTI0N
PLUMBING SYMBOLS LEGEND
140°F
1. SUPPORT SPACING ABOVE IS FOR STRAIGHT HORIZONTAL PIPE. PROVIDE
SUPPORTS ON EACH SIDE OF
ELBOWS, FLANGES, VALVES, SPECIALTIES, ETC.
2. ALL PIPING SUPPORTS, THREADED ROD SIZES AND HANGERS SHALL BE PER
MSS SP-69
7
10
11
12
12
12
12
12
12
STEEL
9
PLUMING FIXTURE
LAVATORIES 1 2 2
SINK 2 1 2
TOTAL SUPPLY FIXTURE
PLUMING FIXTURE
LAVATORIES 1 2 2
SINK 2 1 2
TOTAL DRAINAGE
FIXTURE UNITS
TAG
1. BRANCH LINE LESS THAN 20 FEET: THE PREFERRED PLACEMENT LOCATION
IS AT THE END OF
THE BRANCH LINE BETWEEN THE LAST TWO FIXTURES.
UP TO 20 FT.
UNIT RATING
2. BRANCH LINES GREATER THAN 20 FEET: SIZE EACH W.H.A. FOR SUM OF
BRANCH W.S.FU.,
PLACE W.H.A. AS SHOWN.
WATER HEATER SCHEDULE
1: SET WATER HEATER TEMPERATURE TO 140°f.
2: CONSULT MANUFACTURER PRIOR TO PURCHASE FOR EXACT MODEL AND ALL
ACCESSORIES
FOR A COMPLETE SYSTEM.
3: CONFIRM VOLTAGE WITH ELECTRICAL CONTRACTOR PRIOR TO PURCHASE AND
ROUGH IN.
EWH-1
A.O. SMITH DEL-6 6 GAL 12 GPM 100 120V/1PH 3 kW
1,2,3
1,2,3
SIZE
PLUMBING CONTRACTOR SHALL USE FOUNDRY FIXTURES FROM A SINGLE
MANUFACTURER
TO MAINTAIN UNIFORMITY THROUGHOUT THE SYSTEM.
REMARKS:
2. PROVIDE WITH SEDIMENT BUCKET
3. PROVIDE WITH VANDAL PROOF SCREWS
4. PROVIDE CLEANOUT PLUG WITH STAINLESS STEEL ACCESS COVER
1,2,3
1,2,3
1,2,3
1,2,3
FF1100
FD-100-A
Z415-SZ1
AS
SHOWN
ON
DWGS
AS
SHOWN
ON
DWGS
C1460
LAV-1
WC-1
SAN.MARK FIXTURE VENT C.W. MANUFACTURERH.W. MODEL# VALVE MFG
GPM/GPF REMARKS
VALVE MODEL #
EFX280EFX250 EFX200
ADDITIONAL REMARKS
1. ANGLE STOPS SHALL BE LOOSE KEYED WITH INTEGRAL CHECK VALVE.
MCGUIRE LFCK SERIES OR EQUIVALENT.
2. ALL ADA ACCESSIBLE SINKS PTRAP AND DRAIN PIPING SHALL BE
PROVIDED WITH MCGUIRE PREWRAPPED PW2125 SERIES OR EQUIVALENT. ALL
SUPPLIES SHALL BE
TRUEBRO LAVGUARDS OR EQUIVALENT. WATCO IDEALLAV LAV DRAIN GRID
DRAIN WITH INTERNAL STOPPER WITH P-TRAP WRAPPED IN TRUEBRO LAV
GAURD IS
ACCEPTABLE ALTERNATE.
ADDITIONAL REMARKS
1. ANGLE STOPS SHALL BE LOOSE KEYED WITH INTEGRAL CHECK VALVE.
MCGUIRE LFCK SERIES OR EQUIVALENT.
2. ALL ADA ACCESSIBLE SINKS PTRAP AND DRAIN PIPING SHALL BE
PROVIDED WITH MCGUIRE PREWRAPPED PW2125 SERIES OR EQUIVALENT. ALL
SUPPLIES SHALL BE
TRUEBRO LAVGUARDS OR EQUIVALENT. WATCO IDEALLAV LAV DRAIN GRID
DRAIN WITH INTERNAL STOPPER WITH P-TRAP WRAPPED IN TRUEBRO LAV
GAURD IS
ACCEPTABLE ALTERNATE.
GAS METER
AND VALVE FRICTION LOSSES TO GAS
METER.
RATING
T 636.349.1600 F 636.349.1730
P1-01
PLUMBING
SCHEDULES
1
4"
RP-1
ROUTE TO CONNECT TO EXISTING 4" SANITARY STUB IN SPACE. PC TO
VERIFY EXACT SIZE, LOCATION AND INVERT
ELEVATION PRIOR TO ANY WORK. CONTACT ENGINEER IMMEDIATELY IF ANY
DISCREPANCIES ARE DISCOVERED.
COORDINATE EXACT CONNECTION LOCATION WITH BUILDING
MANAGEMENT.
PROVIDE NEW 4" VENT-THROUGH-ROOF.
ROUTE DOMESTIC COLD WATER SERVICE TO CONNECT TO EXISTING DOMESTIC
COLD WATER SERVING THE SPACE.
VERIFY EXACT SIZE, ROUTING, DELIVERY PRESSURE, AND WATER METER
INSTALLATION REQUIREMENTS WITH
LANDLORD AND LOCAL WATER UTILITY COMPANY PRIOR TO ANY WORK. PROVIDE
ALTERNATE BID FOR BOOSTER PUMP
SYSTEM IF FOUND ON SITE DOMESTIC WATER PRESSURE IS LESS THAN 65 PSI
STATIC. RECOMMENDED DOMESTIC
METER SIZE 1" WITH A DISTRIBUTION SIZE OF 1" IMMEDIATELY AFTER
DOMESTIC WATER METER TO THE FIXTURE IN
TENANT SPACE. PROVIDE NEW WATTS LF009 REDUCED PRESSURE ZONE
BACKFLOW PREVENTER IF NO EXISTING
BACKFLOW PREVENTER IS PRESENT.
PROVIDE WATER HEATER ON PLATFORM (OPTION: STRUCTURALLY HUNG) ABOVE
MOP SERVICE BASIN. CAN BE HUNG IF
PROPERLY SECURED AND INSTALLED ACCORDING TO MANUFACTURER'S
GUIDELINES. SEE DETAIL FOR ADDITIONAL
INFORMATION.
LOCATE RP-1 AS CLOSE AS POSSIBLE TO WATER HEATER.
PROVIDE ASSE 1070 MIXING VALVE AT LAVATORIES. SET AT 105°F
MAXIMUM.
GAS PIPING TO MECHANICAL EQUIPMENT. PROVIDE GAS GOCK, DIRT LEG,
PRESSURE REGULATOR, AND UNION PRIOR TO
CONNECTION TO EQUIPMENT.
ROUTE TO CONNECT TO EXISTING GAS METER SERVING SPACE. PROVIDE NEW
GAS METER AS REQUIRED. TOTAL
DEMAND 175 MBH, TOTAL DEVELOPED LENGTH 140'-0" REQUESTED DELIVERY
PRESSURE: 7" W.C. COORDINATE EXACT
ROUTING IN FIELD AND METER INSTALLATION REQUIREMENTS WITH GAS
COMPANY AND LANDLORD PRIOR TO ANY
WORK.
5
6
1
2
3
4
6
6
3"
3"
3"
3"
2"
2"
2"
2"
1"
3/4"
3/4"
1"
1"
3/4"
3/4"
3/4"
1/2"
MS-1
1"
7
8
7
8
P2-01
PLUMBING
PLAN
T 636.349.1600 F 636.349.1730
DRAIN
SUPPORT
STRAP
STRAINER,
FINISH INSTALLER AND PLUMBING CONTRACTOR.
2. FLOOR DRAIN INDICATED IS FOR GRAPHIC PURPOSES ONLY.
EXACT OVERALL SHAPE AND CONFIGURATION TO BE
COORDINATED WITH DRAIN UNIT SELECTED. FOLLOW
SELECTED MANUFACTURER'S STANDARD INSTALLATION
UNTIL CONCRETE INFILL AROUND DRAIN IS COMPLETED.
TRAP PRIMER DETAIL
POURING CONCRETE.
PVC SLEEVE AT EACH PENETRATION
SLIP JOINT
SCALE: NONE
REFER TO PLANS FOR VTR PIPE SIZE(S) AND LOCATIONS(S). LOCATE VTR
MINIMUM THREE FEET FROM
PROPERTY LINE, TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY
BUILDING OPENING OR
FRESH AIR INTAKE, AND ONE FOOT FROM ANY VERTICAL SURFACE. LOCATE
VTR MINIMUM 18" FROM
PARAPET, EXPANSION JOINT, ROOF DRAIN, ADJACENT WALL, EQUIPMENT
CURB, OR OTHER ROOF FEATURE.
OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS.
INSULATE LAST SIX FEET OF
VENT PIPE INSIDE BUILDING PER SPECIFICATIONS
ANCHOR PIPE TO ROOF DECK
OR JOISTS U-BOLT AROUND PIPE
AN ANGLE IRON WELDED OR
SCREWED TO DECK JOIST
OF PARAPET, OR ABOVE
MAXIMUM LOCAL SNOW DEPTH
PROVIDE 10 MESH INSECT
PROVIDE TWO 90° ELBOW
CONNECTORS
OF SLEEVE AND DECK.
1. FURNISH AND INSTALL AS INDICATED ON THE PLANS, CIRCUIT
SOLVER IN THE DOMESTIC HOT WATER PIPING. CIRCUIT SOLVER
SHALL BE SELF CONTAINED AND FULLY AUTOMATIC WITHOUT
ADDITIONAL PIPING OR CONTROL MECHANISMS. VALVE SHALL BE A
CIRCUIT SOLVER AS MANUFACTURED BY THERM-OMEGA-TECH,
INC., OR EQUIVALENT. A. CIRCUIT SOLVER SHALL REGULATE THE
FLOW OF RECIRCULATED DOMESTIC HOT WATER BASED ON
WATER TEMPERATURE ENTERING CIRCUIT SOLVER REGARDLESS
OF SYSTEM OPERATING PRESSURE.
MINIMUM FLOW TO MAINTAIN DYNAMIC CONTROL OF THE
RECIRCULATING LOOP AND PROVIDE A MEANS FOR SYSTEM
SANITIZING.
1.2. CIRCUIT SOLVER SHALL BE FACTORY ADJUSTABLE FROM 105 F
(40.5C) TO 140F (60C) AS REQUIRED BY PROJECT CONDITIONS.
(OTHER SETPOINTS AVAILABLE, CONSULT FACTORY) A.
CIRCUIT SOLVER SHALL MODULATE BETWEEN OPEN AND
CLOSED POSITION WITHIN A 10F (5.5C) RANGE.
1.3. CIRCUIT SOLVER SHALL BE AVAILABLE IN SIZES RANGING
FROM ½ INCH NPT TO 2″ NPT.
2. CIRCUIT SOLVER BODY AND ALL INTERNAL COMPONENTS SHALL
BE CONSTRUCTED OF STAINLESS STEEL WITH MAJOR
COMPONENTS CONSTRUCTED OF TYPE 303 STAINLESS STEEL
2.1. CIRCUIT SOLVER SIZES ½ INCH THROUGH 2 INCH SHALL BE
RATED TO 200 PSIG MAXIMUM WORKING PRESSURE. I. ALL
CIRCUIT SOLVERS SHALL BE STANDARD TAPERED FEMALE
PIPE THREAD, NPT.
2.2. ALL CIRCUIT SOLVERS SHALL BE RATED TO 300F (148.9C)
MAXIMUM WORKING TEMPERATURE.
2.4. ALL CIRCUIT SOLVERS SHALL BE NSF-61 COMPLIANT WITH
ZERO LEAD CONTENT FOR USE IN ALL DOMESTIC WATER
SYSTEMS.
CLEANING, DELIVERING CLOSING THRUST SUFFICIENT TO
KEEP ORIFICE OPENING FREE OF SCALE DEPOSITS. I.
THERMAL ACTUATOR SHALL BE RATED FOR A MINIMUM OF
200,000 CYCLES.
3. INSTALLATION OF CIRCUIT SOLVER SHALL BE MADE BY QUALIFIED
TRADESMEN. INSTALL CIRCUIT SOLVER IN EACH DOMESTIC HOT
WATER RETURN PIPING BRANCH BEYOND LAST HOT WATER
DEVICE IN THAT BRANCH. A. PROVIDE SUITABLE LINE SIZE
ISOLATION VALVES, UNIONS, AND STRAINER AS INDICATED IN
PIPING DETAIL SHOWN ON THE DRAWINGS.
3.1. PROVIDE SUITABLE ACCESS PANEL AS REQUIRED IN
NON-ACCESSIBLE CEILINGS AND WALLS.
UNION
PC TO PROVIDE WATER HAMMER ARRESTERS BY SIOUX CHIEF, PRECISION
PLUMBING PRODUCTS, WATTS OR
APPROVED EQUIVALENT WITH PISTON AND 0-RING CONSTRUCTION, HAVING PDI
#WH- 201, ASSE #1010 AND ANSI
#A112.26.1M CERTIFICATION. INSTALL IN HORIZONTAL OR VERTICAL
POSITION, BUT NEVER UPSIDE DOWN. INSTALL IN
LINE WITH WATER FLOW DIRECTION IF POSSIBLE. SIZE THE UNITS AS SHOWN
ON THE DRAWINGS AND/OR PER THE
TABLES SHOWN ABOVE. PROVIDE ACCESS PANEL FOR SERVICING OR
REPLACEMENT, WHERE REQUIRED.
F SHOWER/BATHTUB 2" 22
LONG, PROVIDE ONE WHA AT END OF LINE
IF BRANCH IS GREATER THAN 20' LONG,
PROVIDE ANOTHER WHA IN MIDDLE, EACH
SIZED FOR HALF THE FIXTURE UNITS
HOT OR COLD WATER SUPPLY
INSTALL PER PDI
H.W. SUPPLY
STOP VALVE
STOP VALVE
C.W. SUPPLY
COMPLIANT.
ADAPTOR AND
CHROME PLATED
BRASS ESCUTCHEON
VACUUM
BREAKER
1/2" THREADED ROD ANCHOR
TO STRUCTURE (TOTAL OF
PIPE
ANCHOR
T 636.349.1600 F 636.349.1730
P3-01
PLUMBING
DETAILS
SECTION.
BEFORE SUBMITTING A PROPOSAL, THIS CONTRACTOR SHALL VISIT THE SITE
OF
THE WORK AND SHALL CAREFULLY EXAMINE THE DRAWINGS AND
SPECIFICATIONS. IT IS EXPRESSLY UNDERSTOOD THAT THIS PROPOSAL IS
BASED
ON THE ABOVE REQUIREMENTS AND THAT IT COVERS EVERYTHING
NECESSARY
TO DO AND COMPLETE THE WORK.
2. INSPECTION AND COOPERATION
NO DEVIATION FROM THE DRAWINGS AND /OR SPECIFICATIONS WILL BE
ALLOWED
WITHOUT PRIOR WRITTEN APPROVAL OF ARCHITECT OR ENGINEER. THIS
CONTRACTOR SHALL COOPERATE WITH THE OTHER CONTRACTORS TO
ALLOW
FOR THE INSTALLATION OF THEIR WORK AS WELL AS HIS OWN.
THIS CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK FITTING IN
PLACE
WITHOUT CONFLICT WITH THE OTHER TRADES, WHERE PROPER PLANNING
COULD
AVOID INTERFERENCE.
NOTHING IN THE DRAWINGS AND/OR SPECIFICATIONS SHALL BE INTERPRETED
TO
CONFLICT WITH ANY CITY OR PROVINCIAL LAW, REGULATION, CODE,
ORDINANCE,
RULING, OR FIRE UNDERWRITER'S REQUIREMENT APPLICABLE TO THIS CLASS
OF
WORK.
SHOULD THE DRAWINGS AND/OR SPECIFICATIONS CONFLICT WITH SUCH
LAWS
OR ORDINANCES, THE CONFLICTING PORTION OF THE WORK SHALL BE
INSTALLED
STRICTLY IN ACCORDANCE WITH SUCH LAWS AND ORDINANCES WITHOUT
EXTRA
COST.
THIS CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY PERMITS
AND
INSPECTIONS REQUIRED FOR THIS INSTALLATION OF HIS WORK.
4. ACCURACY OF DATA
THE INFORMATION GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS
COULD
BE SECURED, BUT ITS EXTREME ACCURACY IS NOT GUARANTEED. THIS
CONTRACTOR SHALL EXAMINE THE LOCATIONS AND VERIFY ALL
MEASUREMENTS,
DISTANCES, ELEVATIONS AND EXISTING PIPE SIZES BEFORE STARTING THE
WORK
AS ALL PIPING SYSTEMS SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC
ONLY.
THIS CONTRACTOR SHALL PROVIDE ALL NECESSARY OFFSETS, RAISED
AND
DROPS IN PIPING AND DUCTWORK AS REQUIRED BY BUILDING CONDITIONS AT
NO
ADDITIONAL COST.
MECHANICAL DRAWINGS SHALL NOT BE USED FOR GENERAL
CONSTRUCTION
DIMENSIONS OR FOR TYPE OF MATERIAL USED. FOR EXACT BUILDING
LAYOUT,
DIMENSIONS AND BUILDING MATERIAL USED, THIS CONTRACTOR SHALL REFER
TO
THE ARCHITECTURAL DRAWINGS.
5. SHOP DRAWINGS
APPARATUS DRAWINGS SHALL BE FURNISHED BY THIS CONTRACTOR.
THESE
DRAWINGS SHALL BE CLEARLY MARKED INDICATING WHICH ITEMS ARE TO
BE
SUPPLIED AND SHALL STATE CAPACITIES, SIZES AND GENERAL DESCRIPTION
OF
ALL EQUIPMENT. ANY CHANGES FROM THE SPECIFIED ITEMS SHALL BE NOTED
ON
THE SUBMITTALS.
SHOP DRAWINGS OF SPECIAL APPARATUS OR EQUIPMENT WHICH IS TO
BE
FABRICATED INDIVIDUALLY FOR THIS PROJECT AND IS NOT DESCRIBED
BY
STANDARD MANUFACTURER'S DRAWINGS OR BULLETINS SHALL BE
SUBMITTED
FOR PROCESSING BEFORE FABRICATION.
THESE DRAWINGS SHALL BE SUBMITTED IN A TIMELY MANNER.
IT SHALL BE THIS CONTRACTORS RESPONSIBILITY TO MAINTAIN LIAISON
WITH ALL
PARTIES CONCERNED WITH THE MATERIAL SUBMITTED. THIS
CONTRACTOR
SHALL NOT PURCHASE ANY EQUIPMENT UNTIL SHOP DRAWINGS HAVE
BEEN
PROCESSED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FEES
ACCRUED FROM THE RETURN OF FIXTURES PURCHASED PRIOR TO THE
REVIEW
OF SHOP DRAWINGS AND THAT ARE NOT APPROVED.
THIS CONTRACTOR SHALL SUBMIT NO DRAWINGS WITHOUT NOTATION
INDICATING DATE OF CONTRACTOR'S REVIEW AND SIGNATURE OF CHECK
FOR
CONTRACTOR TOGETHER WITH CONTRACTOR'S NAME AND PROJECT
IDENTIFICATION.
ARCHITECT'S PROCESSING WILL NOT CONSTITUTE A COMPLETE CHECK BUT
WILL
INDICATE ONLY THAT GENERAL METHOD OF CONSTRUCTION AND DETAILING
IS
SATISFACTORY.
RESPONSIBILITY FOR ERRORS SINCE THIS CONTRACTOR IS SOLELY
RESPONSIBLE
FOR DIMENSIONS AND DESIGNS OF ADEQUATE CONNECTIONS, DETAILS
AND
SATISFACTORY CONSTRUCTION OF ALL WORK, AS WELL AS FURNISHING
MATERIALS AND WORKMANSHIP REQUIRED BY DRAWINGS AND
SPECIFICATIONS
WHICH MAY NOT BE INDICATED ON THE SUBMITTALS WHEN APPROVED.
CORRECTIONS OR COMMENTS MADE ON THE SHOP DRAWINGS DURING
ENGINEER
REVIEW DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE
REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. REVIEW OF A
SPECIFIC
ITEM SHALL NOT INCLUDE REVIEW OF AN ASSEMBLY OF WHICH THE ITEM IS
A
COMPONENT. THE CONTRACTOR IS RESPONSIBLE FOR: EQUIPMENT
VOLTAGES
AND DIMENSIONS TO BE CONFIRMED AND CORRELATED WITH ALL
DISCIPLINES
PRIOR TO PURCHASE; INFORMATION THAT PERTAINS SOLELY TO THE
FABRICATION PROCESSES OR TO THE MEANS, METHODS, TECHNIQUES,
SEQUENCES AND PROCEDURES OF CONSTRUCTION; COORDINATION OF THE
WORK WITH THAT OF ALL OTHER TRADES AND PERFORMING ALL WORK IN A
SAFE
AND SATISFACTORY MANNER.
THE BRAND NAMES OF EQUIPMENT OR MATERIALS SPECIFIED HEREIN
SHALL
ESTABLISH QUALITY, CAPACITY, TYPE AND DIMENSIONS TO BE INCLUDED IN
THE
BASE BID.
APPROVAL OF SUBSTITUTED ITEMS WILL BE BASED ON ABILITY AND CAPACITY
TO
PERFORM FUNCTION SERVED, QUALITY AND AVAILABILITY OF PARTS
AND
SERVICE, QUALITY OF EQUIPMENT, DELIVERY SCHEDULE, ETC. THE
ARCHITECT
SHALL REVIEW ALL SUCH REQUESTS BUT RESERVES THE SOLE RIGHT OF
JUDGEMENT TO APPROVE OR REJECT THE PROPOSED SUBSTITUTIONS.
ACCEPTANCE OR REJECTION OF PROPOSED SUBSTITUTIONS SHALL NOT
CAUSE
ADDITIONAL COST. ANY CHANGES OF PIPING, DUCTWORK, ELECTRICAL
CONTROLS OR INSTALLATION REQUIRED BECAUSE OF THE SUBSTITUTION
OR
EQUIPMENT SHALL BE PAID FOR BY THIS CONTRACTOR PROPOSING THE
SUBSTITUTION.
7. ERECTION OF APPARATUS
ALL WORK SHALL BE DONE UNDER THE PERSONAL SUPERVISION OF THIS
CONTRACTOR WHO SHALL PROVIDE A COMPETENT FOREMAN TO LAY OUT
ALL
WORK. ALL WORK SHALL BE LAID OUT WITH DUE REGARD FOR THE
SPACE
REQUIREMENTS OF THE OTHER CONTRACTORS. THIS CONTRACTOR SHALL
REPORT ANY CONFLICTS OR DIFFICULTIES IN REGARD TO THE
INSTALLATION
IMMEDIATELY.
WHERE CROWDED LOCATIONS EXIST OR WHERE THERE IS A POSSIBILITY
OF
CONFLICT BETWEEN TRADES, THIS CONTRACTOR SHALL MAKE COMPOSITE
DRAWINGS SHOWING THE EXACT LOCATIONS OF PIPES, DUCT, CONDUIT
AND
EQUIPMENT. DRAWINGS SHALL BE BASED ON FIELD MEASUREMENTS AND
AFTER
CONSULTATION AND AGREEMENT BETWEEN THE TRADES, SHALL BE
APPROVED
BY ARCHITECT AND ENGINEER BEFORE INSTALLATION OF THE WORK.
EQUIPMENT OF A TYPE TO REQUIRE REPLACEMENT, SERVICING, ADJUSTING
OR
MAINTENANCE SHALL BE LOCATED TO ALLOW EASY ACCESS AND SPACE
FOR
REMOVAL OF INTERNAL ASSEMBLIES, IT REQUIRED.
8. EXCAVATION AND BACKFILL
THIS CONTRACTOR SHALL DO ALL EXCAVATION REQUIRED TO INSTALL PIPES
AND
EQUIPMENT SHOWN ON THE PLANS OR REQUIRED FOR PROPER
OPERATION.
EXCESS EXCAVATION BELOW THE REQUIRED LEVEL SHALL BE BACKFILLED
WITH
EARTH AND THOROUGHLY TAMPED. UTILITIES SERVICES LINES SHALL
BE
INSPECTED AND APPROVED BY THE PROPER INSPECTION AUTHORITY
BEFORE
BACKFILLING.
INSTALL PLASTIC PIPE AND FITTINGS IN STRICT ACCORDANCE WITH
THE
INSTALLATION RECOMMENDATIONS OF THE PIPE AND FITTINGS
MANUFACTURER,
APPENDIX X1 OF ASTM D2265 (STORAGE AND INSTALLATION PROCEDURES
FOR
PLASTIC DRAIN, WASTE, AND VENT PIPING) AND FOR BURIED PIPE ASTM
D2321
(STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF
THERMOPLASTIC
PIPE FOR SEWERS AND OTHER GRAVITY-FLOW APPLICATIONS). SUCH
INSTRUCTIONS SHALL INCLUDE BUT ARE NOT LIMITED TO CUTTING,
SOLVENT
CEMENTING AND PRIMING, JOINTS, CONNECTIONS, TRANSITIONS, ALIGNMENT
AND
GRADE, TRENCHING, BEDDING, BACKFILL AND COMPACTION, SUPPORTS
AND
SPACING AND ALLOWANCE FOR THERMAL EXPANSION.
CAST IRON PIPING TRENCHING SHALL BE IN ACCORDANCE TO THE CAST
IRON
SOIL PIPE AND FITTINGS HANDBOOK ISSUED BY THE CAST IRON SOIL
PIPE
INSTITUTE.
THE BOTTOM OF TRENCHES SHALL BE TAMPED HARD AN GRADED TO
SECURE
THE REQUIRED FALL. ROCK, WHERE ENCOUNTERED SHALL BE EXCAVATED TO
A
DEPTH OF SIX INCHES (6") BELOW THE BOTTOM OF THE PIPE, AND BEFORE
THE
PIPE IS LAID, THE SPACE BETWEEN BOTTOM PIPE AND ROCK SURFACE SHALL
BE
FILLED WITH GRAVEL. IF TRENCHES ARE DEEPER THAN BOTTOM OF FLOORING
OR
CLOSER THAN THREE FEET (3'0") TO FOOTING THEY MUST BE FILLED
WITH
COHESIVE SOIL AND COMPACTED TO 95% OF MAXIMUM DENSITY,
STANDARD
PROCTOR, ASTM D- 698. ALL OTHER EXCAVATIONS UNDER FLOOR SLABS
COMPACTED TO 95% STANDARD PROCTOR.
WHEN EXCESS DIRT HAS BEEN REMOVED, THE TRENCH SHALL BE BROUGHT
TO
THE REQUIRED LEVEL WITH SAND AND GRAVEL FIRMLY COMPACTED.
TRENCHES AND EXCAVATION SHALL BE BACKFILLED IN 6" LAYERS OF
EARTH,
FREE FROM CLODS, AND STONES THOROUGHLY TAMPED TO A DEPTH OF
12"
ABOVE THE PIPE. AFTER THAT DEPTH HAS BEEN REACHED, BACKFILLING
SHALL
BE DONE IN 12" LAYERS, THOROUGHLY TAMPED.
THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO ANY
DAMAGES
OR SAGS TO THE PIPING SYSTEMS THAT OCCUR FROM THE IMPROPER
EXCAVATION AND BACKFILL METHODS.
ANY STRUCTURAL STEEL MEMBERS REQUIRED TO ADAPT THE EQUIPMENT
AND
PIPING AS FURNISHED BY THIS CONTRACTOR, TO THE BUILDING STEEL
OR
STRUCTURE, SHALL BE INCLUDED IN THE BID OF THE CONTRACTOR
FURNISHING
THE EQUIPMENT OR PIPING. HANGING OF ALL EQUIPMENT AND
REQUIRED
SUPPORTING STEEL AND BRACING SHALL BE FURNISHED BY THE
CONTRACTOR
WHO SUPPLIES THE EQUIPMENT.
10. CUTTING AND PATCHING
THIS CONTRACTOR SHALL INCLUDE ALL CUTTING, PATCHING AND PAINTING
OF
PATCHED AREAS REQUIRED FOR AND RESULTING FROM THE INSTALLATION
OF
ALL OF THIS CONTRACTOR'S WORK, EXCEPT WHERE NOTED OTHERWISE.
ALL OPENINGS AROUND PIPE PENETRATIONS THROUGH SMOKE OR
FIRE-RATED
FLOORS, CEILINGS OR WALLS SHALL BE SEALED AIRTIGHT WITH
MATERIAL
HAVING A RATING EQUAL TO THE MATERIAL OF THE WALL, CEILING AND/OR
FLOOR
PENETRATED.
ALL PATCHING SHALL BE NEATLY FINISHED TO THE SATISFACTION OF
THE
ARCHITECT.
THIS CONTRACTOR SHALL LOCATE AND FURNISH FOR INSTALLATION BY
THE
GENERAL CONTRACTOR, ALL ACCESS PANELS AS REQUIRED FOR ACCESS
TO
VALVES, AND THE PROPER SERVICING OF EQUIPMENT AND LINES
INSTALLED
UNDER THE CONTRACT.
ALL PANELS SHALL BE MILCOR, STYLE "M" FOR MASONRY, "A" FOR
ACOUSTICAL
TILE AND "K" FOR PLASTER; EXCEPT FOR FIRE-RATED UL 1-1/2 HOUR AND
"B"
LABEL ACCESS PANELS SHALL BE FURNISHED IN FIRE-RATED WALLS
AND
CEILINGS AS INDICATED ON THE DRAWINGS. ACCESS DOORS SHALL BE 12" X
12"
MINIMUM SIZE FOR VALVES.
BETWEEN PIPE OF DISSIMILAR METALS OR BETWEEN PIPE AND
EQUIPMENT
CONNECTIONS OF DISSIMILAR METALS, PROVIDE DIELECTRIC UNIONS
OR
FLANGES.
UNLESS SPECIFIED TO BE FURNISHED WITH EQUIPMENT, ALL MOTOR
STARTERS
AND DISCONNECT SWITCHES SHALL BE FURNISHED AND INSTALLED BY
THE
ELECTRICAL CONTRACTOR.
14. JOINTS AND FITTINGS
THREADS ON SCREWED PIPE SHALL BE STANDARD, CLEAN BUTT AND
TAPERED.
PIPE SHALL BE REAMED OF BURRS AND KEPT CLEAN OF SCALE, DIRT
AND
SHAVINGS. TREADS SHALL BE MADE WITH FLAKED GRAPHITE AND
LUBRICATING
OIL OR APPROVED PIPE COMPOUND ON THE MALE THREAD ONLY.
COPPER-TO-STEEL AND COPPER-TO-BRASS JOINTS SHALL BE MADE WITH
SILVER
SOLDER. ALL OTHER COPPER-TO-COPPER JOINTS ABOVE GROUND SHALL
BE
MADE WITH LEAD FREE SOLDER. COPPER PIPE SHALL BE CUT SQUARE,
BURRS
REMOVED AND CARE SHALL BE GIVEN TO KEEP THE LINES FREE OF DIRT
AND
MOISTURE. ALL TUBING AND FITTINGS SHALL BE THOROUGHLY
CLEANED.
WELDED PIPE SHALL HAVE BUTT WELDED SINGLE "V" TYPE JOINTS FOR
WHICH
PIPE HAS BEEN BEVELED TO 45 DEGREES. WELD SHALL BE ONE-FOURTH
GREATER THICKNESS THAN THE PIPE. CONNECTIONS TO EQUIPMENT,
ACCESSORIES, ETC. SHALL BE MADE BY MEANS OF FLANGES AND/OR
ADAPTERS.
UNIONS SHALL BE PROVIDED AT EACH SCREWED VALVE AND UNIONS OR
FLANGES AT EACH EQUIPMENT CONNECTION.
15. EXPANSION JOINTS
FURNISH AND INSTALL FLEXONICS EXPANSION JOINTS IN PIPING SYSTEM
WHERE
SHOWN OR NECESSARY FOR EXPANSION AND CONTRACTION.
EXPANSION JOINTS IN PIPE 4" AND GREATER SHALL BE THE PACKLESS TYPE
WITH
STAINLESS STEEL BELLOWS AND HAVE WELDED OR FLANGED END. JOINTS
SHALL
HAVE TRAVERSE AS INDICATED ON THE PLANS. EXPANSION JOINTS SHALL BE
OF
THE CONTROLLED FLEXING TYPE.
EXPANSION JOINTS IN COPPER PIPE UNDER 4" IN SIZE SHALL BE OF
THE
COMPENSATOR TYPE CONSTRUCTED OF TWO-PLY STAINLESS STEEL
BELLOWS
AND CARBON STEEL SHROUDS AND END FITTINGS, INTERNAL GUIDES
AND
ANTI-TORQUE DEVICES.
EXPANSION JOINTS IN STEEL PIPE UNDER 4" IN SIZE SHALL BE OF
THE
COMPENSATOR TYPE CONSTRUCTED OF TWO-PLY STAINLESS STEEL
ELBOWS
AND CARBON STEEL SHROUDS AND END FITTINGS, INTERNAL GUIDES
AND
ANTI-TORQUE DEVICES.
PROVIDE GUIDES ON EACH SIDE OF EXPANSION JOINT, AT 4 PIPE
DIAMETERS, 14
PIPE DIAMETERS, AND A THIRD GUIDE AS RECOMMENDED BY THE
MANUFACTURER.
EQUAL FLEXIBLE CONNECTIONS MADE FROM TEFLON.
PROVIDE FOR MOVEMENT IN PIPING BY USE OF SWING JOINTS AT
CONNECTION
OF ALL BRANCHES TO MAINS AND RISERS. ALL BRANCHES FROM MAINS
AND
RISERS SHALL HAVE 1/4" CLEARANCE BETWEEN PIPE INSULATION AND SLEEVE
TO
PERMIT PIPE MOVEMENT.
THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL VALVES OF ONE
MANUFACTURER, FIGURE NUMBER AND TYPE THROUGHOUT THE ENTIRE
INSTALLATION OF THE WORK, UNLESS OTHERWISE SPECIFIED. THE
FOLLOWING
NUMBERS ARE FROM THE CRANE CATALOG. EQUAL VALVES OF REPUTABLE
MANUFACTURERS, SUCH AS HAMMOND, NIBCO-SCOTT AND/OR JENKINS WILL
BE
CONSIDERED EQUIVALENT.
ALL VALVES SHALL BE BUILT FOR A MINIMUM OF 125 PSIG WORKING
PRESSURE.
ISOLATION VALVES SHALL BE PROVIDED ON ALL INDIVIDUAL FIXTURES
AND
FIXTURE GROUPS.
CHECK VALVES 2-1/2" AND SMALLER SHALL BE #36 (SCREWED ENDS) OR
#1342
(SOLDER-JOINT ENDS) SWING-TYPE WITH BRONZE BODY AND BRONZE
TRIM.
BUTTERFLY VALVES 2" AND LARGER SHALL BE #12F, IRON BODY,
CAST-IRON
WAFER W/LOCK LEVER.
BALL VALVE UP TO 3" IN SIZE SHALL BE APOLLO SERIES #70 BRONZE VALVE
WITH
CHROME-PLATED BALL AND TEFLON SEAT.
GAS LINE COCKS UP TO 4" SHALL BE #320. 1/2 PSI FOR INDOOR
APPLIANCE
CONNECTIONS SHALL CONFORM TO ANSI Z21.15 AND CSA 9.1, 5 PSI FOR
INDOOR
SHUTOFF SHALL CONFORM TO CGA 91-002 AND ASME B16.44
HOSE END VALVES SHALL BE #438 GATE VALVES WITH HOSE END
NIPPLES.
18. PIPE SLEEVES AND COLLARS
THIS CONTRACTOR SHALL LAY OUT ALL HIS WORK AND SET SLEEVES IN
NEW
CONSTRUCTION AS CONCRETE FORMS AND WALL ARE ERECTED SO AS TO
BE
ABLE TO INSTALL HIS WORK WITHOUT CUTTING OR BREAKING OF FLOORS
OR
WALLS. ALL SLEEVES FOR INSULATED PIPING SHALL BE LARGE ENOUGH
TO
ALLOW INSULATION TO PASS THROUGH SLEEVE.
ALL SLEEVES PASSING THROUGH FLOORS WHICH ARE WATERPROOFED SHALL
BE
COPPER TUBING SLEEVES EXTENDING 1" ABOVE FINISHED FLOOR. ALL
OTHER
SLEEVES SHALL BE 24 GAUGE GALVANIZED PIPES AND SLEEVES TO BE
THOROUGHLY PACKED WITH WATERPROOF SEALANT AND THE REMAINING
SPACE
FILLED WITH MASTIC AND MUST BE WATERTIGHT.
ALL SLEEVES PASSING THROUGH INNER WALLS SHALL BE STANDARD
PIPE
THIMBLES EQUAL TO THE THICKNESS OF THE WALL.
SPACES BETWEEN PIPES AND SLEEVES THROUGH OUTSIDE WALLS, ABOVE
GRADE, SHALL BE CAULKED WITH CAULKING COMPOUND; THOSE BELOW
GRADE
SHALL BE MADE WATERTIGHT.
SPACE AROUND ALL PIPING THROUGH FIRE OR SMOKE RATED PARTITIONS
OR
FLOORS SHALL BE SEALED AIRTIGHT WITH MATERIALS OR EQUIPMENT
AS
SPECIFIED UNDER FIRESTOPPING.
ALL PIPE PENETRATIONS OF SLABS ON GRADE SHALL BE WRAPPED WITH
#15
BUILDING FELTS OR FOAM WRAP.
19. HANGERS
a. VERTICAL PIPING: MSS TYPE 8 OR 42 CLAMPS.
b. INDIVIDUAL, STRAIGHT, HORIZONTAL PIPING RUNS: 100 FEET AND
LESS: MSS TYPE 1, ADJUSTABLE, STEEL CLEVIS HANGERS.
LONGER THAN 100 FEET: MSS TYPE 43, ADJUSTABLE ROLLER
HANGERS. LONGER THAN 100 FEET IF INDICATED: MSS TYPE 49,
SPRING CUSHION ROLLS.
TRAPEZE.
d. BASE OF VERTICAL PIPING: MSS TYPE 52, SPRING HANGERS.
B. SUPPORT VERTICAL PIPING AND TUBING AT BASE AND AT EACH
FLOOR.
C. ROD DIAMETER MAY BE REDUCED ONE SIZE FOR DOUBLE-ROD
HANGERS, TO A MINIMUM OF 3/8 INCH
D. INSTALL HANGERS FOR ALL PIPING PER MSS SP-69,
MANUFACTURERS
MANUALS AND AS PER HANGER SUPPORT DETAIL ON DRAWINGS
E. INSTALL SUPPORTS FOR VERTICAL COPPER TUBING EVERY 10 FEET.
F. INSTALL SUPPORTS FOR VERTICAL STEEL PIPING EVERY 15 FEET.
G. SUPPORT PIPING AND TUBING NOT LISTED IN THIS ARTICLE
ACCORDING TO MSS SP-69 AND MANUFACTURER