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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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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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