GROUND FLOOR MECHANICAL SYMBOLS & NOTESmechanical symbols point of new connection to existing work...
Transcript of GROUND FLOOR MECHANICAL SYMBOLS & NOTESmechanical symbols point of new connection to existing work...
NEW YORK CITY BUILDING DEPARTMENT NOTES
MECHANICAL SCOPE OF WORK
RELOCATED SUPPLY DIFFUSER
RELOCATED RETURN GRILLE/ REGISTER
NEW RETURN GRILLE/ REGISTER
NEW SUPPLY DIFFUSER
M-202.00 GROUND LEVEL: MECHANICAL - SPECIFICATIONS II
M-201.00 GROUND LEVEL: MECHANICAL - SPECIFICATIONS I
SMOKE DAMPER
WIRE MESH SCREEN
TRANSFER DUCT
TYPE (REFER TO SCHEDULE)
BUILDING MANAGEMENT SYSTEM
CUBIC FEET PER MINUTE
FREE AREA
CONDENSATE DRAIN
CUBIC FEET PER MINUTE AND DIFFUSER
MECHANICAL ABBREVIATIONS
ACCESS DOOR
ACOUSTIC LINING
SD
WMS
TD
CD
F.A.
CFM
BMS
(550)A
AL
AD
SPACE SENSOR
A - SECTION DESIGNATION
B - DRAWING NO.
REFER TO PLANS FOR LOCATION.
REFER TO PLANS FOR LOCATION.
STARTER / DISCONNECT SWITCH
REMOVE AND PATCH EXISTING WORK
SECTION DESIGNATION ON DRAWING
SPOT TYPE LIQUID DETECTOR
SMOKE DETECTOR
REVISION SYMBOL
WHERE SECTION IS CUT
DRAWING NOTE TAG
EXISTING PIPING, DUCTWORK OR EQUIPMENT TO REMAIN
NEW PIPING, DUCTWORK OR EQUIPMENT
ELECTRIC ON/OFF THERMALLY PROTECTED SWITCH WITH PILOT LIGHT
HUMIDISTAT OR HUMIDITY SENSOR TO BE WALL OR DUCT MOUNTED.
THERMOSTAT OR TEMPERATURE SENSOR TO BE WALL OR DUCT MOUNTED.
MECHANICAL SYMBOLS
POINT OF NEW CONNECTION TO EXISTING WORK
MECHANICAL DRAWING NOTATIONS
GROUND LEVEL: MECHANICAL - SYMBOL & NOTES
MECHANICAL LINE REPRESENTATION
M-101.00
MECHANICAL DRAWING LIST
A. GENERAL
1. THERE IS A DRAWING SPECIFICATION AS PART OF THIS CONTRACT.
ON THE HVAC DRAWINGS.
FOR ALL THE COMPONENTS OF THE SYSTEM.
OUTLINED IN THE HVAC SPECIFICATIONS.
AND TESTING REQUIREMENTS.
AFFECTED BY REMOVALS OF THE BASE BUILDING WORK.
2. AIR LEAKAGE TESTING CONFORMING TO SMACNA STANDARDS OF ALL DUCTWORK IS REQUIRED AND
MUST BE OBSERVED BY THE ENGINEER. REFER TO DRAWING SPECIFICATIONS FOR SCHEDULING
5. DUCT DIMENSIONS SHOWN ON THE CONTRACT DRAWINGS ARE FOR AIR FLOW AREA. WHERE DUCTS
8. COORDINATE WITH BUILDING MANAGEMENT FOR ANY SERVICE INTERRUPTION OF EXISTING SYSTEMS
3. ALL AIR & WATER TESTING & BALANCING SHALL BE PERFORMED IN THE PRESENCE OF THE
5 YEARS OF EXPERIENCE AND WITH FULL FACTORY AUTHORIZATION AND CURRENT CERTIFICATION
4. ALL CONTROL WORK MUST BE PERFORMED BY TECHNICIANS AND ORGANIZATIONS WITH AT LEAST
ARE INDICATED AS ACOUSTICALLY LINED, THE DUCT DIMENSIONS SHALL BE INCREASED AS
6. BALANCE ALL DIFFUSERS/REGISTERS IN THE AREA OF WORK TO THE REQUIRED CFM'S AS INDICATED
7. CONTRACTOR TO CONTACT BUILDING MANAGEMENT AND TENANT REGARDING DEMOLITION/REMOVAL
SCOPE OF WORK TO ENSURE THAT OTHER TENANTS THAT ARE TO STAY OPERATIONAL ARE NOT
AND GIVE NOTICE AS REQUIRED BY BUILDING RULES AND REGULATIONS.
MECHANICAL GENERAL NOTES
ENGINEER. REFER TO DRAWING SPECIFICATIONS FOR REQUIREMENTS.
EXISTING SUPPLY DIFFUSER TO REMAIN
EXISTING RETURN GRILLE/ REGISTER TO REMAIN
EXISTING SUPPLY DIFFUSER TO BE DEMOLISHED
EXISTING RETURN GRILLE/ REGISTER TO BE DEMOLISHED
SITE PLAN: 375 BEACH 92ND STREET, QUEENS , NY
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MECHANICAL DEMOLITION NOTES
PROVIDE ADDITIONAL SUPPORT FOR ALL EXISTING DUCTS AND PIPING TO REMAIN WHICH ARE
AFFECTED BY DEMOLITION OF EXISTING CEILING AND PARTITIONS.
ALL MATERIALS AND EQUIPMENT SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE
LAWS AND ENVIRONMENTAL REGULATIONS.
COORDINATE WITH OWNER TO DETERMINE WHETHER EQUIPMENT IS TO BE TURNED OVER
FOR FUTURE USE AND STORED IN THEIR ASSOCIATED STORAGE LOCATIONS.
REMOVE ALL EXISTING BASE BUILDING SUPPLY AIR, RETURN AIR AND EXHAUST AIR
DUCTWORK WITH ALL ASSOCIATED DIFFUSERS, TERMINAL BOXES, CONTROLS,
COLLARS, DAMPERS, RETURN/EXHAUST GRILLES AND CONTROLS AND ALL ASSOCIATED
DEVICES BACK TO THE EXISTING SUPPLY, RETURN AND EXHAUST AIR SHAFTS, OR AS
NOTED ON DRAWINGS.
CONTRACTOR TO CONTACT BUILDING MANAGEMENT AND TENANT REGARDING
REMOVAL SCOPE OF WORK TO MAINTAIN CONTINUITY OF ALL SERVICES TO ALL
TENANTS WHO ARE TO REMAIN OPERATIONAL AND NOT BE AFFECTED BY DEMOLITION
WORK.
ALL EXISTING BUILDING FIRE DAMPERS, FIRE/SMOKE DAMPERS, DUCT MOUNTED
SMOKE DETECTORS AT SUPPLY AND RETURN AIR SHAFTS TO REMAIN.
ALL EXISTING WORK REQUIRED TO REMAIN BUT INTERFERING WITH PROPOSED NEW
MECHANICAL (AS WELL AS ELECTRICAL AND GENERAL CONSTRUCTION WORK) SHALL BE
RELOCATED AND RECONNECTED USING MATERIALS CONFORMING TO STANDARDS OF THIS
CONTRACT.
REMOVE ALL EXISTING AIR HANDLERS, CEILING AND FLOOR MOUNTED AIR CONDITIONING
UNITS WITH ALL ASSOCIATED DUCTWORK, TERMINAL BOXES, DIFFUSERS, GRILLES, HANGERS
AND ACCESSORIES.
REMOVE ALL EXHAUST, RETURN AND TRANSFER FANS AND ASSOCIATED DUCTWORK.
REMOVE ALL PIPING, VALVING AND HANGERS ASSOCIATED WITH PIPING TO BE REMOVED
BACK TO MAINS. IDENTIFY ALL PIPING BY SERVICE TYPE AND CAP AT MAINS.
REMOVE BASE BUILDING DUCTWORK AS INDICATED BELOW:
PRIOR TO PROPOSAL SUBMISSION. THIS CONTRACTOR SHALL VISIT THE SITE TO REVIEW THE
EXISTING CONDITIONS ASSOCIATED WITH THE SCOPE OF WORK AND ADJACENT AREAS TO
ASCERTAIN THE DIFFICULTIES WHICH WILL AFFECT THE EXECUTION OF THE WORK OF THIS
CONTRACT.
SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT THE ABOVE SITE
EXAMINATION HAS BEEN MADE AND LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA
LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED
WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE.
DEMOLITION WORK SHALL INCLUDE ALL MATERIALS, LABOR, EXTENSIONS, CONNECTIONS,
CUTTING REPAIRING, ADAPTING AND OTHER MECHANICAL WORK REQUIRED TO MAINTAIN
SERVICE PENDING THE COMPLETION OF THE PERMANENT WORK. COORDINATE THE EXTENT
OF DEMOLITION WORK WITH THE ARCHITECT AND BUILDING MANAGEMENT.
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TRADE DESCRIPTIONDWG. TITLESHEET#
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RTH
M-301.00
M-401.00GROUND LEVEL: MECHANICAL - DETAILS I
A TEST WILL BE CONDUCTED UNDER DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT OR
OTHER PERSON HAVING NOT LESS THAN FIVE (5) YEARS EXPERIENCE SUPERVISING THE INSTALLATION OF THE
MECHANICAL SYSTEM. THE TEST WILL SHOW COMPLIANCE WITH 2008 BUILDING CODE REQUIREMENTS AS
OUTLINED IN SECTION [BC 1704].
THE LICENSED PROFESSIONAL ENGINEER OR ARCHITECT OR OTHER PERSON HAVING NOT LESS THAN FIVE (5)
YEARS EXPERIENCE SUPERVISING THE INSTALLATION OF MECHANICAL SYSTEMS AND CONDUCTING SUCH TESTS
WILL FILE DOCUMENTATION AND REPORT OF TEST THAT THE SYSTEM COMPLIES WITH THE CONSTRUCTION
DOCUMENTS AND APPLICABLE LAWS.
SPECIAL INSPECTIONS:
SMOKE CONTROL SYSTEMS INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION
[BC 1704.14] OF THE 2008 NYC BUILDING CODE.
ALL MECHANICAL SYSTEMS, EQUIPMENT AND MATERIALS INSPECTIONS SHALL BE PERFORMED IN
ACCORDANCE WITH SECTION [BC 1704.15] OF THE 2008 NYC BUILDING CODE.
FUEL OIL STORAGE EQUIPMENT AND ASSOCIATED FUEL-PIPING SYSTEMS AND EQUIPMENT
INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION [BC 1704.16] OF THE 2008 NYC
BUILDING CODE.
HIGH PRESSURE-STEAM PIPING AND ASSOCIATED EQUIPMENT INSPECTIONS SHALL BE PERFORMED IN
ACCORDANCE WITH SECTION [BC 1704.17] OF THE 2008 NYC BUILDING CODE.
SMOKE DETECTION SYSTEMS SHALL BE INSTALLED AND SEQUENCED TO FOLLOW CONTROLS OPERATIONS IN
ACCORDANCE WITH THE REQUIREMENTS OF SECTION [MC 606] OF THE 2008 NYC MECHANICAL CODE.
FIRE DAMPERS, SMOKE DAMPERS, COMBINATION FIRE/SMOKE DAMPERS AND CEILING DAMPERS LOCATED WITHIN
AIR DISTRIBUTION AND SMOKE CONTROL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE
REQUIREMENTS OF SECTION [MC 607] OF THE 2008 NYC MECHANICAL CODE.
ALL FIRE DAMPERS SHALL BE ACCEPTED FOR USE BY THE NEW YORK CITY DEPARTMENT OF BUILDINGS AND
SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF UL 555.
SMOKE DAMPERS SHALL BE ACCEPTED FOR USE BY THE NEW YORK CITY DEPARTMENT OF BUILDINGS AND
SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF UL 555S.
COMBINATION FIRE/SMOKE DAMPERS SHALL BE ACCEPTED FOR USE BY THE NEW YORK CITY DEPARTMENT OF
BUILDINGS AND SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF BOTH
UL 555 AND UL 555S.
CEILING RADITATION DAMPERS SHALL BE ACCEPTED FOR USE BY THE NEW YORK CITY DEPARTMENT OF
BUILDINGS AND SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF UL
555C.
THESE PLANS ARE APPROVED ONLY FOR THE WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET.
ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED
OR IN ACCORDANCE WITH APPLICABLE CODES.
ALL WORK SHALL COMPLY WITH APPLICABLE SECTIONS OF THE BULDING CODE, CITY OF NEW YORK,
EFFECTIVE JULY 1, 2008 AND ALL AMENDMENTS AND RULES AND REGULATIONS OF THE DEPARTMENT
OF BUILDINGS TO DATE.
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BLOCK #: 16109
LOT #: 43
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GROUND LEVEL: NYCECC COMCHECK COMPLIANCE CERTIFICATEM-102.00
BUILDING SUPPLY MAIN. THIS REPORT SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW & COORDINATION.
THE BASE BUILDING MAIN DUCTS (SUPPLY & RETURN) AND TAKE TRAVERSE READINGS AT EACH BASE
1. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL PERFORM EXISTING CONDITIONS SURVEY OF
A. GENERAL
1. FURNISH AND INSTALL ONE (1) GAS FIRED HEATING AND VENTILATING UNIT, AS INDICATED AND SCHEDULED ON
FOR PROPER OPERATION, TO INCLUDE BUT NOT LIMITED TO GAS PIPING, VALVES, GAUGES, HANGERS,
DUCTWORK CONNECTIONS, CONTROLS (WIRING T-STAT, SWITCHES), VIBRATION ISOLATORS, ETC. ["MAU-1"]
THE DRAWINGS. THE UNIT SHALL BE PROVIDED WITH THE ASSOCIATED ACCESSORIES
B. NEW ROOF MOUNTED MAKE-UP AIR UNIT (H+V UNIT)
THE UNITS SHALL BE PROVIDED WITH THE ASSOCIATED ACCESSORIES FOR PROPER OPERATION,
1. FURNISH AND INSTALL TWO (2) TOILET EXHAUST FANS TO BE INTERCONNECTED TO THE EXISTING BASE BUILDING SYSTEM.
2. CONTRACTOR TO VERIFY THE LOCATION(S) AND INTEGRITY OF THE EXISTING EXHAUST TAP IN EXISTING SHAFT.
PATCH AND REPAIR DAMGED DUCTWORK (AS REQUIRED) AND REBALANCE THE TOILET EXHAUST DUCT TO REQUIRED CFM'S.
D. NEW TOILET EXHAUST FAN SYSTEM
(WIRING T-STAT, SWITCHES), VIBRATION ISOLATORS, ETC. ["EF-B-1"]
TO INCLUDE BUT NOT LIMITED TO PIPING, VALVES, GAUGES, HANGERS, CONTROLS,
DUCT RISER SUPPORTS, CONTROLS (WIRING T-STAT, SWITCHES), VIBRATION ISOLATORS, ETC. ["KX-1"]
FOR PROPER OPERATION, TO INCLUDE BUT NOT LIMITED TO INSULATED DUCTWORK CONNECTIONS, HANGERS,
1. FURNISH AND INSTALL ONE (1) KITCHEN EXHAUST FAN, AS INDICATED AND SCHEDULED ON
C. NEW ROOF MOUNTED KITCHEN EXHAUST FAN
THE DRAWINGS. THE UNIT SHALL BE PROVIDED WITH THE ASSOCIATED ACCESSORIES
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M-203.00 GROUND LEVEL: MECHANICAL - SPECIFICATIONS III
8 M-601.00 GROUND LEVEL: MECHANICAL - EQUIPMENT SCHEDULES
GROUND LEVEL: MECHANICAL - DUCTWORK PLAN & NOTES
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seal & signature
dwg title
twig
cadd
checked by
issue date
AS NOTED
drawn by
02/11/2011
project no.
dwg. no.
scale
cad file
t10-12-0230
375 Beach 92nd StreetQueens, NY 11693
SUBMISSIONS
DATE rev no issue
project
project
375 Beach 92nd StreetQueens, NY 11693
architect
231 West 29th Street - Suite 606, New York, NY 10001
Tel: 212 . 967 . TWIG / Fax: 212 . 967 . 8945
[email protected] www.twigcon.com
A Division of The Wall Consulting Group, Inc. All Rights Reserved. 2007- 2010©
375 Beach 92nd Street M-101.00.dwg
NYC dob#
sheetTHESE PLANS ARE APPROVED ONLY FOR THE WORK ON THE
BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN
ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER
All Drawings And Written Material Herein Constitute The Original And Unpublished Work Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C., And The Same May Not Be Duplicated, Used, Or Disclosed Without The Written Consent Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C. © 2011.
NYCECC NOTES:
TO THE BEST OF MY KNOWLEDGE, BELIEF AND
PROFESSIONAL JUDGMENT, THESE PLANS AND
SPECIFICATIONS ARE IN COMPLIANCE WITH THE
NEW YORK CITY ENERGY CONSERVATION CODE.
02.14.11 1 FILING & PRICING
GROUND FLOORMECHANICALSYMBOLS & NOTES
1 of 8
NYCECC COMPLIANCE SHEETS
NYCECC COMPLIANCE: MECHANICAL
NYCECC COMPLIANCE: INTERIOR LIGHTING & POWER
1.
2.
08.31.10
02.17.11
J. Moorhead 02.17.11James Moorhead - SSK
J. MoorheadJames Moorhead - SSK
seal & signature
dwg title
twig
cadd
checked by
issue date
AS NOTED
drawn by
02/11/2011
project no.
dwg. no.
scale
cad file
t10-12-0230
375 Beach 92nd StreetQueens, NY 11693
SUBMISSIONS
DATE rev no issue
project
project
375 Beach 92nd StreetQueens, NY 11693
architect
231 West 29th Street - Suite 606, New York, NY 10001
Tel: 212 . 967 . TWIG / Fax: 212 . 967 . 8945
[email protected] www.twigcon.com
A Division of The Wall Consulting Group, Inc. All Rights Reserved. 2007- 2010©
375 Beach 92nd Street M-102.00.dwg
NYC dob#
sheetTHESE PLANS ARE APPROVED ONLY FOR THE WORK ON THE
BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN
ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER
All Drawings And Written Material Herein Constitute The Original And Unpublished Work Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C., And The Same May Not Be Duplicated, Used, Or Disclosed Without The Written Consent Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C. © 2011.
NYCECC NOTES:
TO THE BEST OF MY KNOWLEDGE, BELIEF AND
PROFESSIONAL JUDGMENT, THESE PLANS AND
SPECIFICATIONS ARE IN COMPLIANCE WITH THE
NEW YORK CITY ENERGY CONSERVATION CODE.
02.14.11 1 FILING & PRICING
GROUND FLOORMECHANICALNYCECCCERTIFICATES
2 of 8
2.02 INSULATION
A. ALL INSULATION SHALL MEET THE REQUIREMENTS OF ASTM, NFPA NEW YORK STATE ENERGY CODE AND ALL
AUTHORITIES HAVING JURISDICTION. ALL MECHANICAL INSULATION, (JACKETING, COVERINGS, ADHESIVES,
MASTICS, FACINGS, TAPES, ETC.), SHALL HAVE RATINGS NOT EXCEEDING A "FLAME SPREAD" OF 25 OR LESS AND
"SMOKE DEVELOPED" INDEX OF 50 OR LESS.
B. BEFORE APPLYING INSULATION, ALL PRESSURE AND LEAK TESTS SHALL BE COMPLETED AND APPROVED. FURNISH
AND INSTALL AS PER MANUFACTURERS REQUIREMENTS.
C. INSULATION FOR FITTINGS OR ACCESSORIES REQUIRING SERVICING OR INSPECTION SHALL HAVE INSULATION
REMOVABLE AND REPLACEABLE WITHOUT DAMAGE.
D. DUCT INSULATION:
1. GENERAL
a. INSULATION SHALL BE APPLIED WITH MASTICS, ADHESIVES, COATINGS, WITH COVERS, WEATHER-
PROTECTION AND OTHER WORK AS REQUIRED BY MANUFACTURER'S RECOMMENDATIONS. DO NOT
INSULATE SOUND LINED DUCTWORK. MATERIALS SHALL MEET REQUIREMENTS OF ADHESIVE AND
SEALANT COUNCIL STANDARDS AND SMACNA.
1. KITCHEN EXHAUST
a. KITCHEN EXHAUST DUCTWORK SHALL HAVE A MINIMUM INSULATION COVERING OF TWO INCHES OF
CALCIUM SILICATE BLOCK, ATTACHED WITH 1" HIGH RIB COPPER STEEL LATH. FINISHED WITH
TWO COATS OF CEMENT. INSURE THAT THE INSULATION EXTENDS THROUGH ALL WALL PENETRATIONS
TO SEPARATE THE DUCTS FROM THE BUILDING CONSTRUCTION.
PART 1 - GENERAL
1.01 GENERAL REQUIREMENTS:
A. WORK INCLUDES ALL HVAC WORK FOR THAI ROCK RESTAURANT, AT 375 BEACH 92ND STREET,
QUEENS, NY 11693
B. INSTALL ALL NEW WORK IN A NEAT WORKMANLIKE MANNER READILY ACCESSIBLE FOR OPERATION, MAINTENANCE AND
REPAIR.
C. CODES, PERMITS AND INSPECTIONS:
1. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF NYC BUILDING CODE, NYC BUILDING DEPARTMENT,
BUILDING MANAGEMENT, AND ALL AUTHORITIES HAVING JURISDICTION AND APPLICABLE NATIONAL, STATE
AND LOCAL CODES, LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK SHALL
BE INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS. CONTRACTOR IS TO INFORM
ENGINEER OF ANY EXISTING WORK OR MATERIALS WHICH VIOLATE ANY OF THE ABOVE LAWS AND
REGULATIONS. ANY WORK DONE BY THE CONTRACTOR CAUSING SUCH VIOLATION SHALL BE CORRECTED AT
CONTRACTOR'S EXPENSE BY THIS CONTRACTOR AND AT NO EXPENSE TO THE OWNER.
3. ALL APPLICABLE EQUIPMENT SHALL HAVE AN "M.E.A. OR B.S.A. NUMBER."
D. SITE VERIFICATION:
1. PRIOR TO SUBMISSION OF THE BID, THIS CONTRACTOR SHALL VISIT THE JOB SITE TO ASCERTAIN THE
ACTUAL FIELD CONDITIONS AS THEY RELATE TO THE WORK INDICATED ON THE DRAWINGS AND DESCRIBED
HEREIN. DISCREPANCIES, IF ANY, SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO
SUBMISSION OF THE BID, AND IF NOT RESOLVED TO SATISFACTION, SHALL BE SUBMITTED AS A WRITTEN
QUALIFICATION OF THE BID. SUBMISSION OF A BID SHALL BE EVIDENCE OF SITE VERIFICATION HAS
BEEN PERFORMED AS DESCRIBED ABOVE.
E. CONTRACT DOCUMENTS:
2. PRIOR TO SUBMISSION OF A FORMAL BID, THIS CONTRACTOR SHALL REVIEW ALL DRAWINGS OF THE ENTIRE
PROJECT INCLUDING GENERAL CONSTRUCTION, DEMOLITION, ARCHITECTURAL, MECHANICAL, ELECTRICAL,
PLUMBING AND SPRINKLER AND SHALL INCLUDE ANY WORK REQUIRED IN THE BID WHICH IS INDICATED OR
IMPLIED TO BE PERFORMED BY THIS TRADE IN OTHER SECTIONS OF THE WORK.
3. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF WORK AND APPROXIMATE LOCATION
OF EQUIPMENT. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND COORDINATE FINAL
LOCATIONS OF DIFFUSERS, GRILLES, REGISTERS, THERMOSTATS, SENSORS, SWITCHES AND ANY WALL
MOUNTED DEVICES. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICT.
4. IF A CONFLICT OCCURS IN THE SPECIFICATIONS AND/OR ON THE DRAWINGS, THE MORE STRINGENT
SITUATION SHALL APPLY.
5. ANY EQUIPMENT, PARTS, MATERIALS, ACCESSORIES, OR LABOR THAT IS NECESSARY FOR PROPER
PERFORMANCE OF THE MECHANICAL WORK ALTHOUGH NOT SPECIFICALLY MENTIONED HEREIN OR SHOWN ON THE
DRAWINGS, SHALL BE FURNISHED AND INSTALLED WITHOUT ADDITIONAL COSTS.
F. GUARANTEE:
6. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL
ACCEPTANCE OF THIS WORK. FINAL ACCEPTANCE SHALL BE DEFINED AS THE TIME AT WHICH THE
MECHANICAL WORK IS TAKEN OVER AND ACCEPTED BY THE OWNER, AND IS UNDER CARE, CUSTODY, AND
CONTROL OF THE OWNER. ENGAGE THE SERVICES OF VARIOUS MANUFACTURERS SUPPLYING THE EQUIPMENT
FOR THE PROPER STARTUP AND OPERATION OF ALL SYSTEMS INSTALLED. INSTRUCT THE OWNERS PERSONNEL
IN THE PROPER OPERATION AND SERVICING OF THE SYSTEM.
7. THE CONTRACTOR SHALL GUARANTEE TO REPLACE OR REPAIR PROMPTLY AND ASSUME RESPONSIBILITY FOR
ALL EXPENSES INCURRED FOR ANY W0RKMANSHIP AND EQUIPMENT IN WHICH DEFECTS DEVELOP WITHIN THE
GUARANTEE PERIOD. THIS WORK SHALL BE DONE AS DIRECTED BY THE OWNER. THIS GUARANTEE SHALL
INCLUDE RESPONSIBILITY FOR ALL EXPENSES INCURRED IN REPAIRING AND REPLACING WORK OF OTHER
TRADES AFFECTED BY DEFECTS, REPAIRS OR REPLACEMENTS IN EQUIPMENT SUPPLIED BY THIS CONTRACTOR.
8. THIS CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE AND OPERATION OF ALL SYSTEMS UNTIL THE
FINAL ACCEPTANCE OF THE WORK.
9. ALL AIR CONDITIONING UNIT COMPRESSORS AND REFRIGERATION COMPONENTS SHALL HAVE A 5-YEAR
WARRANTY.
G. THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" AIA DOCUMENT A201, LATEST EDITION, OR AS
REQUIRED BY THE ARCHITECT DOCUMENTS, AND/OR THE STRUCTURAL ENGINEER'S DOCUMENTS, AS APPLICABLE, ARE
PART OF THIS CONTRACT.
H. DEFINITIONS:
10. MECHANICAL CONTRACTOR, "THIS CONTRACTOR" - THE PARTY OR PARTIES HAVE BEEN DULY AWARDED THE
CONTRACT FOR AND ARE THEREBY MADE RESPONSIBLE FOR THE MECHANICAL WORK AS DESCRIBED HEREIN.
11. "THIS CONTRACT", "THE CONTRACT" - THE AGREEMENT COVERING THE WORK TO BE PERFORMED BY "THIS
CONTRACTOR".
12. "APPROVED", "EQUAL", "SATISFACTORY", "ACCEPTED", "ACCEPTABLE", "EQUIVALENT" - SUITABLE FOR
USE ON THE PROJECT, AS DETERMINED BY THE ENGINEER BASED ON DOCUMENTS PRESENTED FOR SUCH
DETERMINATION.
13. "THESE SPECIFICATIONS", "THIS SECTION, PART, DIVISION" (OF THE SPECIFICATION) - THE DOCUMENT
SPECIFYING THE WORK TO BE PERFORMED BY "THIS CONTRACTOR".
14. "THE MECHANICAL WORK", "THIS WORK", - ALL LABOR MATERIALS, EQUIPMENT, APPARATUS, CONTROLS,
ACCESSORIES, AND OTHER ITEMS REQUIRED FOR A PROPER AND COMPLETE INSTALLATION BY THE
MECHANICAL CONTRACTOR.
15. "ARCHITECT", "ENGINEER", "OWNER'S REPRESENTATIVE" - THE PARTY OR PARTIES RESPONSIBLE FOR
INTERPRETING, ACCEPTING AND OTHERWISE RULING ON THE PERFORMANCE UNDER THIS CONTRACT.
16. "FURNISH" - PURCHASE AND DELIVER TO THE PROJECT SITE COMPLETE WITH EVERY NECESSARY
APPURTENANCE AND SUPPORT, ALL AS PART OF THE MECHANICAL WORK.
17. "INSTALL" - UNLOAD AT THE DELIVERY POINT AT THE SITE AND PERFORM EVERY OPERATION NECESSARY
TO ESTABLISH SECURE MOUNTING INSTALLATION AND CORRECT OPERATION AT THE PROPER LOCATION IN THE
PROJECT, ALL AS PART OF THE MECHANICAL WORK.
18. "PROVIDE" - "FURNISH" AND "INSTALL".
19. "NEW" - MANUFACTURED WITHIN THE PAST TWO YEARS AND NEVER BEFORE USED.
20. "RELOCATE" - MOVE EXISTING EQUIPMENT AND ALL ACCESSORIES AS REQUIRED.
21. "REMOVE" - DISMANTLE AND CART AWAY FROM SITE INCLUDING ALL RELATED ACCESSORIES. ALL ITEMS
SHALL BE LEGALLY DISPOSED OF. ALL OTHER EQUIPMENT AND OPERATIONS IN ANY WAY EFFECTED BY THE
REMOVAL IS TO REMAIN IN FULL OPERATION. PROVIDE ALL NECESSARY COMPONENTS TO MAINTAIN SUCH
OPERATION.
1.02 SCOPE OF WORK
A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND CONTRACTOR'S SERVICES NECESSARY FOR COMPLETE, SAFE
INSTALLATION OF ALL MECHANICAL WORK. THE SCOPE OF WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE
FOLLOWING:
1. DEMOLITION AND REMOVAL OF ITEMS AS REQUIRED.
2. DUCTWORK AND DUCTWORK ACCESSORIES.
3. AIR DISTRIBUTION SYSTEM (AIR OUTLETS, ETC.).
4. PIPING AND PIPING ACCESSORIES INCLUDING ALL VALVING.
5. EQUIPMENT (PUMPS, AIR CONDITIONING UNITS, FANS, VFD'S, ETC.)
6. INSULATION OF PIPING, EQUIPMENT AND DUCTWORK.
7. SOUND ATTENUATORS AND SOUND LINING.
8. AUTOMATIC TEMPERATURE CONTROLS.
9. TESTING AND BALANCING.
10. CUTTING AND PATCHING.
11. SHOP DRAWINGS.
12. AS-BUILT DRAWINGS.
13. OPERATING AND MAINTENANCE MANUALS.
14. FULL COORDINATION WITH OTHER TRADES.
15. WARRANTY AND GUARANTY.
16. PHASING AS REQUIRED BY OWNER, CONSTRUCTION MANAGER, GENERAL CONTRACTOR OR BUILDING
MANAGEMENT.
17. PREMIUM TIME FOR WORK TO BE PERFORMED AFTER-HOURS AS REQUIRED BY BUILDING MANAGEMENT AND/OR
OWNER.
18. FILING, PERMITS, CONTROLLED INSPECTIONS.
19. FULL TESTING AND STARTUP OF ALL SYSTEMS.
B. SECURE CERTIFICATES, PAY ALL FEES AND CHARGES FOR ALL WORK INSTALLED, CERTIFYING COMPLIANCE WITH ALL
AUTHORITIES AND ARTICLES 27-132 (C26-106.3), 27-778 (C26-1301.1), 27-779 (C26-1301.2,) 27-780 (C26-
1301.3),27-781 (C26-1301.4). CONTRACTOR TO PERFORM REQUIRED CONTROLLED INSPECTION AND OBTAIN ALL
EQUIPMENT USE PERMITS. DELIVER CERTIFICATES TO OWNER FOR SIGNING BEFORE FILING.
1.03 COORDINATION WITH BUILDING MANAGEMENT
A. THIS CONTRACTOR IS TO OBTAIN A COPY OF THE BUILDING RULES AND REGULATIONS PRIOR TO BID SUBMISSION
TO DETERMINE REQUIREMENTS AND THE EXTENT OF PREMIUM TIME WORK REQUIRED BY BUILDING.
B. THIS CONTRACTOR IS RESPONSIBLE FOR ADHERING TO THE BUILDING OWNER'S RULES AND REGULATIONS. ANY
DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND THE BUILDING RULES AND REGULATIONS SHALL BE
SUBMITTED IN WRITING TO THE ARCHITECT/ENGINEER FOR REVIEW, WITH BID SUBMISSION.
C. COORDINATE WITH BUILDING OWNER FOR ANY SERVICE INTERRUPTION OF EXISTING SYSTEMS AND GIVE NOTICE AS
REQUIRED BY BUILDING RULES AND REGULATIONS OR A MINIMUM OF TWO (2) DAYS PRIOR TO ANY WORK, WHICHEVER
IS MORE STRINGENT. CONTRACTOR IS TO PERFORM WORK ON PREMIUM TIME, IF SO DIRECTED BY BUILDING
OWNER, SO AS NOT TO DISTURB EXISTING TENANTS ON OTHER FLOORS.
1.04 SHOP DRAWINGS
A. SUBMIT SHOP DRAWINGS CERTIFIED BY ALL TRADES THAT COORDINATION HAS BEEN COMPLETED. SUBMIT ALL
CERTIFIED EQUIPMENT CUTS WITH CONSTRUCTION WIRING DIAGRAMS AND AUTOMATIC TEMPERATURE CONTROL
REQUIREMENTS. SHOP DRAWINGS SUBMISSION SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING:
1. DUCTWORK - PROVIDE DUCT SHOP STANDARDS AND LEAKAGE TEST CERTIFICATION, AS REQUIRED, AND 3/8
SCALE DUCT LAYOUT.
2. PIPING LAYOUT AND APPURTENANCES - PROVIDE PIPING, VALVING, CHEMICAL TREATMENT, SHOP STANDARDS
AND 3/8 SCALE PIPING LAYOUT WITH ALL VALVING.
3. INSULATION FOR DUCTWORK, PIPING AND EQUIPMENT.
4. CERTIFIED AIR AND WATER BALANCING REPORT
5. EQUIPMENT CATALOG CUTS FOR ALL ITEMS TO BE UTILIZED ON PROJECT (FANS, PUMPS, AC UNITS,
VARIABLE FREQUENCY DRIVES, ETC.)
6. AIR OUTLETS (DIFFUSERS, REGISTERS, GRILLES, ETC.)
7. AUTOMATIC TEMPERATURE CONTROL DIAGRAMS, DEVICES AND SEQUENCE OF OPERATION
8. AS-BUILT DRAWINGS AT PROJECT COMPLETION OF THE INSTALLED CONDITION OF WORK.
B. THE QUANTITY OF SHOP DRAWINGS SHALL AS A MINIMUM BE FOUR (4) COPIES OF 8-1/2"x11" SUBMISSIONS AND
ONE (1) REPRODUCIBLE AND ONE (1) PRINT OF ALL DRAWINGS. SPECIFIC JOB REQUIREMENTS MAY BE MORE
STRINGENT AND CONTRACTOR IS RESPONSIBLE TO OBTAIN REQUIREMENTS FROM CONSTRUCTION MANAGER, GENERAL
CONTRACTOR OR ARCHITECT.
1.05 MAINTENANCE MANUALS
A. SUBMIT FOUR (4) LOOSE-LEAF BOUND OPERATING AND MAINTENANCE MANUALS WITH INDEX AND INDEX TABS TO
INCLUDE THE FOLLOWING:
1. OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL SYSTEMS.
2. MANUFACTURERS' CATALOG CUTS ON ALL EQUIPMENT.
3. AUTOMATIC TEMPERATURE CONTROL SYSTEMS WITH SEQUENCE OF OPERATIONS, CATALOG CUTS OF ALL
DEVICES AND POINT-TO-POINT WIRING DIAGRAMS.
4. CERTIFIED FINAL AIR AND WATER BALANCING REPORT.
5. DUCT AND PIPING AS-BUILT DRAWINGS WITH VALVE CHART AND KEY PLAN DRAWINGS INSERTED IN BINDER.
6. ALL ITEMS SUBMITTED FOR REVIEW IN SHOP DRAWING SECTION.
1.06 AS-BUILT DRAWINGS
A. CONTRACTOR SHALL MAINTAIN RECORD DRAWING PRINTS ON JOB SITE AND RECORD, AT TIME OF OCCURRENCE,
DEVIATIONS FROM CONTRACT DOCUMENTS DUE TO FIELD COORDINATION, BULLETINS, OR ADDENDA.
B. CONTRACTOR SHALL REVISE SHOP DRAWINGS TO CONFORM TO RECORD DRAWINGS AND SUBMIT AN AS-BUILT CONDITION
(PIPING AND DUCTWORK) DRAWINGS UPON COMPLETION OF THE PROJECT. FINAL SUBMISSION OF REPRODUCIBLE AS-
BUILT DRAWINGS ARE TO BE SIGNED AND CERTIFIED BY INSTALLING CONTRACTOR THAT THIS IS THE AS-BUILT
CONDITION OF THE WORK.
1.07 SERVICE AND WARRANTY (MAINTENANCE CONTRACT)
A. THIS CONTRACTOR SHALL PROVIDE AS AN ADD ALTERNATE PRICE, A FULL ONE YEAR SERVICE AND WARRANTY OF ALL
MECHANICAL COMPONENTS AND SYSTEMS, WITH PRICES FOR YEARS 2, 3 AND 4 FOLLOWING THIS FIRST YEAR. AT
THE TIME OF ACCEPTANCE OF PROJECT, THE TENANT OR OWNER'S REPRESENTATIVE WILL DECIDE TO ACCEPT WHICH
ALTERNATE, IF ANY.
1.08 SUBSTITUTIONS
A. NO SUBSTITUTE MATERIAL OR MANUFACTURER OF EQUIPMENT SHALL BE PERMITTED WITHOUT A FORMAL WRITTEN
SUBMITTAL TO THE ENGINEER WHICH INCLUDES ALL DIMENSIONAL, PERFORMANCE AND MATERIAL SPECIFICATIONS.
ANY CHANGES IN LAYOUT, ELECTRICAL CHARACTERISTICS, STRUCTURAL REQUIREMENTS, OR DESIGN DUE TO THE USE
OF A SUBSTITUTION SHALL BE SUBMITTED TO THE ENGINEER AS PART OF THIS PROPOSAL. THE CONTRACTOR TAKES
FULL RESPONSIBILITY FOR THE SUBSTITUTION AND ALL CHANGES RESULTING FROM SUBSTITUTION. ALL ITEMS
SHALL BE SUBMITTED FOR REVIEW IN CONJUNCTION WITH THE SUBMITTAL OF THE SUBSTITUTION. ANY
SUBSTITUTION MUST BE SUBMITTED WITH AN EXPLANATION WHY A SUBSTITUTION IS BEING UTILIZED. IF THE
SUBSTITUTED ITEM DEVIATES FROM THE SPECIFIED ITEM, THOSE DEVIATIONS ARE TO BE IDENTIFIED ON A LINE
BY LINE BASIS. IF THE SUBSTITUTE IS BEING UTILIZED FOR FINANCIAL REASONS, THE ASSOCIATED CREDIT MUST
BE SIMULTANEOUSLY SUBMITTED.
B. ALL SUBSTITUTED EQUIPMENT SHALL CONFORM TO SPACE REQUIREMENTS AND PERFORMANCE REQUIREMENTS SHOWN ON
CONTRACT DOCUMENTS. CONTRACTOR SHALL REPLACE ANY EQUIPMENT THAT DOES NOT MEET THESE REQUIREMENTS AT
HIS OWN EXPENSE. ANY MODIFICATIONS TO ASSOCIATED SYSTEMS OR ADDITIONAL COSTS ATTRIBUTED TO THIS
SUBSTITUTION SHALL BE AT THIS CONTRACTOR'S EXPENSE.
C. CONTRACTOR SHALL SUBMIT BID BASED ON SPECIFIED ITEMS AND SHALL SUPPLY AS AN ALTERNATE PRICE ANY
SUBSTITUTIONS.
1.09 ACCESS DOORS IN GENERAL CONSTRUCTION
A. THIS CONTRACTOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL A PLAN INDICATING THE SIZE AND LOCATION
OF ALL ACCESS DOORS REQUIRED FOR OPERATION AND MAINTENANCE OF ALL CONCEALED EQUIPMENT, DEVICES,
VALVES, DAMPERS AND CONTROLS. CONTRACTOR SHALL ARRANGE FOR FURNISHING AND INSTALLATION OF ALL
ACCESS DOORS IN FINISHED CONSTRUCTION AND INCLUDE COSTS IN THE BID. ACCESS DOORS SHALL BE OF ADEQUATE
SIZE TO PROVIDE ACCESS TO CONCEALED ITEMS FOR OPERATIONS AND MAINTENANCE, WITH A MINIMUM SIZE OF
18"x18".
PART 2 - PRODUCTS/APPLICATIONS
2.01 DUCTWORK AND ACCESSORIES
A. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION
STANDARDS - METAL AND FLEXIBLE, 1995 OR LATEST EDITION, SMACNA HVAC AIR DUCT LEAKAGE TEST MANUAL,
1991 OR LATEST EDITION, NFPA 90A LATEST EDITION, AND NEW YORK CITY BUILDING CODE. THE MORE STRINGENT
REQUIREMENT OF ANY CODES SHALL APPLY.
B. PROVIDE ALL SUPPORTING AND HANGING DEVICES IN ACCORDANCE WITH NEW YORK CITY BUILDING CODE AND SMACNA.
C. DUCTWORK LAYOUT AND ROUTING IS SCHEMATIC AND THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR ALL DUCT
SIZE CHANGES AND RELOCATIONS TO ACCOMMODATE SPACE AND STRUCTURAL CONDITIONS. OFFSETS AND TRANS-
FORMATIONS SHALL PRESERVE THE FULL INSIDE CROSS-SECTIONAL AREA OF DUCTWORK SHOWN ON THE DRAWINGS.
D. DUCTWORK SHALL HAVE PRESSURE CLASSIFICATION, SEALING REQUIREMENTS AND LEAKAGE TESTING IN ACCORDANCE
WITH SMACNA AND AS LISTED BELOW UNLESS OTHERWISE SPECIFIED OR SHOWN ON THE DRAWINGS:
1. 3" CLASS: ALL SUCTION AND DISCHARGE OF KITCHEN HOOD, AND SMOKE EXHAUST DUCTWORK. SEAL
CLASS "B", LEAKAGE CLASS 12 (RECTANGULAR) OR CLASS 6 (ROUND).
2. 2" CLASS: ALL OTHER LOW PRESSURE DUCTWORK. SEAL CLASS "C", LEAKAGE CLASS 24 (RECTANGU
LAR) OR CLASS 12 (ROUND).
3. LEAKAGE TESTING
ALL TESTING SHALL BE DONE IN THE PRESENCE OF THE ENGINEER OR OWNER'S REPRESENTATIVE. THE
CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL COLLARS, CAPS, ELECTRIC POWER, ETC. NECESSARY TO
PERFORM THE TESTS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR SCHEDULING THE TEST NO LESS THAN
THREE (3) BUSINESS DAYS PRIOR TO ITS INTENDED OCCURRENCE. LOW PRESSURE DUCTWORK (2"CLASS)
SHALL BE TESTED ON AN AS-NEEDED BASIS AT THE ENGINEER'S DIRECTION. LEAKAGE TEST PROCEDURES
SHALL FOLLOW THE OUTLINES AND CLASSIFICATIONS IN THE SMACNA HVAC DUCT LEAKAGE TEST MANUAL.
IF SPECIMEN FAILS TO MEET ALLOTTED LEAKAGE LEVEL, THE CONTRACTOR SHALL MODIFY TO BRING IT
INTO COMPLIANCE AND SHALL RETEST IT UNTIL ACCEPTABLE LEAKAGE IS DEMONSTRATED. TESTS AND
NECESSARY REPAIR SHALL BE COMPLETED PRIOR TO CONCEALMENT OF DUCTS.
E. MATERIALS:
1. SHEET METAL: UNLESS OTHERWISE SPECIFIED OR INDICATED, DUCTS SHALL BE CONSTRUCTED OF HOT-
DIPPED GALVANIZED SHEETMETAL WITH G60 COMMERCIAL COATING ACCORDING TO ASTM 653 & A924.
2. BLACK IRON (CARBON STEEL): PROVIDE DUCTWORK OF BLACK IRON (CARBON STEEL), WHERE INDICATED.
DUCTWORK SHALL BE BLACK IRON (CARBON STEEL) SHEET COMPLYING WITH ANSI/ASTM 415. PROVIDE FOR
ALL KITCHEN EXHAUST AND FIELD FABRICATED LOW TEMPERATURE CHIMNEYS, BREECHING AND KITCHEN HOOD
SYSTEMS.
3. IN WELDED CASES FOR ALL METAL DUCTWORK, THE FILLER ROD MATERIAL SHALL EQUAL OR EXCEED THE
BASE METAL PROPERTIES.
4. WELDED DUCTWORK SHALL BE SEALED AIR, WATER AND GAS TIGHT.
5. FLEXIBLE CONNECTIONS AT FANS SHALL BE NEOPRENE COATED, FLAME RETARDANT GLASS FABRIC
(COMPLYING WITH NFPA 90 AND 96), 30 OZ./SQ. YD. WITH SEWED AND CEMENTED SEAMS.
6. FLEXIBLE DUCTWORK SHALL NOT BE USED ON THIS PROJECT.
F. FABRICATION:
1. CONFORM TO SMACNA REQUIREMENTS FOR METAL THICKNESS, REINFORCING, JOINTS, AND SEALING FOR
MAXIMUM STATIC PRESSURES INVOLVED. ALL SEAMS AND JOINTS SHALL BE SEALED AND TAPED.
2. ELBOWS SHALL CONFORM TO SMACNA REQUIREMENTS AND THE FOLLOWING:
a. PROVIDE LONG RADIUS TYPE WITH CENTERLINE RADIUS MINIMUM 1.5 TIMES DUCT WIDTH.
PROVIDE SHORT RADIUS OR SQUARE ELBOWS WHERE INDICATED OR WHERE REQUIRED TO FIT
RESTRICTED SPACES. PROVIDE DOUBLE THICKNESS TURNING VANES ON ALL SHORT RADIUS AND
MITERED ELBOWS. CONFORM TO SMACNA FOR THE NUMBER OF VANES FOR FITTINGS.
3. BRANCH CONNECTIONS: PROVIDE 45 DEGREE ENTRY OR CONICAL TAPS. PROVIDE RADIUS TYPE FITTINGS FOR
DIVIDED FLOW BRANCHES.
G. ACOUSTICALLY LINED DUCTWORK:
1. PROVIDE MAT-FACED GLASS DUCT LINER, 1-INCH THICK -2 LB/CF DENSITY. DUCT DIMENSIONS INDICATED
ARE CLEAR (NET) INSIDE DIMENSIONS. FOR DUCT VELOCITIES GREATER THAN 2,000 FPM, FACE
DUCTLINER WITH 24 GAUGE PERFORATED ALUMINUM OR GALVANIZED STEEL, FULLY COVERING DUCTLINER,
AND SUPPORTED 12" ON CENTER. DO NOT EXTERNALLY INSULATE ACOUSTICALLY LINED DUCTWORK.
CONFORM TO SMACNA REQUIREMENTS FOR INSTALLATION. PROVIDE ACOUSTICALLY LINED DUCT WHERE LISTED
BELOW AND/OR SHOWN ON THE DRAWINGS:
a. ALL TRANSFER DUCTS
b. WITHIN MINIMUM 20 FEET OF ALL AC UNIT DISCHARGES
c. WITHIN MINIMUM 20 FEET OF FAN INLET AND DISCHARGES
H. DUCT ACCESS DOORS:
1. CONFORM TO SMACNA WITH PIANO HINGES, TWO SASH LOCKS AND DOOR GASKETS. SCREWED ACCESS PANELS
ARE NOT PERMITTED. PROVIDE REMOVABLE ACCESS DOORS WHERE DOOR SWING CAN NOT BE ACCOMMODATED.
2. SIZE: MINIMUM 20" X 14" EXCEPT DUCTS LESS THAN 16", ONE DIMENSION 20" AND THE OTHER
DIMENSION, 2" LESS THAN THE DUCT WIDTH.
3. PROVIDE ACCESS DOORS: AT ENTERING AND LEAVING SIDES OF COILS IN DUCTS; AUTOMATIC DAMPERS ON
LINKAGE SIDE, MANUAL VOLUME DAMPERS 2 SQ. FT. AND LARGER, FIRE DAMPERS, SMOKE DAMPERS,
COMBINATION FIRE/SMOKE DAMPERS, SMOKE DETECTION HEADS, FAN BEARINGS ENCLOSED IN DUCTS,
SUCTION AND DISCHARGE SIDES OF CEILING MOUNTED FANS, FILTERS, REHEAT COILS, AT ALL EQUIPMENT
REQUIRING ACCESS AND AS INDICATED ON DRAWINGS.
MECHANICAL SPECIFICATIONS - I
THIS CONTRACTOR SHALL PROCURE THE SERVICES OF A THIRD PARTY INSPECTION COMPANY TO PERFORM ALL SPECIAL
INSPECTIONS IN ACCORDANCE WITH THE NEW YORK CITY BUILDING CODE. SECURE ALL REQUIRED PERMITS AND
APPROVALS AND TRANSMIT SAME TO THE OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES
2.
seal & signature
dwg title
twig
cadd
checked by
issue date
AS NOTED
drawn by
02/11/2011
project no.
dwg. no.
scale
cad file
t10-12-0230
375 Beach 92nd StreetQueens, NY 11693
SUBMISSIONS
DATE rev no issue
project
project
375 Beach 92nd StreetQueens, NY 11693
architect
231 West 29th Street - Suite 606, New York, NY 10001
Tel: 212 . 967 . TWIG / Fax: 212 . 967 . 8945
[email protected] www.twigcon.com
A Division of The Wall Consulting Group, Inc. All Rights Reserved. 2007- 2010©
375 Beach 92nd Street M-201.00.dwg
NYC dob#
sheetTHESE PLANS ARE APPROVED ONLY FOR THE WORK ON THE
BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN
ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER
All Drawings And Written Material Herein Constitute The Original And Unpublished Work Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C., And The Same May Not Be Duplicated, Used, Or Disclosed Without The Written Consent Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C. © 2011.
NYCECC NOTES:
TO THE BEST OF MY KNOWLEDGE, BELIEF AND
PROFESSIONAL JUDGMENT, THESE PLANS AND
SPECIFICATIONS ARE IN COMPLIANCE WITH THE
NEW YORK CITY ENERGY CONSERVATION CODE.
02.14.11 1 FILING & PRICING
GROUND FLOORMECHANICALSPECIFICATIONSSHEET I
3 of 8
F. KITCHEN EXHAUST FAN: (KX-1)
1. FURNISH AND INSTALL BACKWARD INCLINED CENTRIFUGAL UTILITY FAN TYPE-SWB, AS SCHEDULED ON THE
DRAWINGS AND DESCRIBED HEREIN. THE EXHAUST FAN SHALL BE MANUFACTURER BY "GREENHECK" OR
APPROVED EQUAL.
2. PROVIDED BACKWARD INCLINED CENTRIFUGAL UTILITY FAN TYPE-SWB SHALL BE OF THE CENTRIFUGAL
TYPE. THE FAN(S) SHALL BE PROVIDED WITH ACOUSTICALLY LINED CABINET, DUCTED INLET AND
DISCHARGE CONFIGURATION, STARTER AND DISCONNECT AT THE UNIT. THE UNIT SHALL BE AMCA RATED
FOR SOUND AND AIR PERFORMANCE UL OR C.S.A. LISTED AND OF THE CAPACITIES AND QUANTITIES
INDICATED ON THE DRAWINGS.
3. THIS CONTROL CONTRACTOR SHALL FURNISH A VARIABLE SPEED SWITCH TO BE LOCATED AT THE FAN IN
THE HUNG CEILING FOR PRESET SPEED CONTROL.
4. BACKWARD INCLINED CENTRIFUGAL UTILITY FAN TYPE-SWB EXHAUST FANS SHALL BE PROVIDED WITH
CONTROL INTERLOCKS TO THE KITCHEN HOOD EXHAUST SYSTEM.
2.07 AUTOMATIC TEMPERATURE CONTROLS
A. GENERAL:
1. FURNISH AND INSTALL AS HEREIN SPECIFIED, A COMPLETE AUTOMATIC TEMPERATURE CONTROL SYSTEM OF
THE ELECTRIC AS REQUIRED MANUFACTURED BY HONEYWELL OR APPROVED EQUAL BY THE ENGINEER.
MANUFACTURER SHALL BE APPROVED BY ENGINEER BEFORE COMMENCING WORK.
2. ALL TEMPERATURE CONTROL SYSTEMS AND COMPONENTS UNDER THIS SUBCONTRACT ARE TO BE FULLY
MODULATING TYPE, EXCEPT WHERE NOTED OTHERWISE. THE SYSTEM SHALL BE COMPLETE IN ALL RESPECTS
INCLUDING ALL ASSOCIATED CONTROL EQUIPMENT, THERMOSTATS, CONTROL VALVES, VALVE ACTUATORS,
DAMPER OPERATORS, RELAYS, PILOT POSITIONERS, CONTROL WIRING, CONTROL AIR PIPING, SWITCHES,
INTERLOCK WIRING, ELECTRICAL OR PNEUMATIC CONTROL COMPONENTS AND ASSOCIATED PIPING OR
WIRING, APPURTENANCES, ETC., TO PROVIDE THE FUNCTIONS DESCRIBED IN THESE SPECIFICATIONS AND
PLANS, REGARDLESS OF WHETHER OR NOT SAID DEVICE RELAY, ETC., IS SPECIFICALLY MENTIONED
HEREAFTER.
3. THE SYSTEM SHALL BE SUPERVISED AND CHECKED OUT COMPLETELY IN ALL RESPECTS BY COMPETENT
MECHANICS, REGULARLY EMPLOYED BY THE MANUFACTURER.
4. CONNECTION TO EXISTING SYSTEM
a. IF NEW WORK IS TO CONNECT TO AN EXISTING SYSTEM, THE PROPOSED NEW SYSTEM TO BE
INSTALLED SHALL BE FULLY COMPATIBLE WITH THE EXISTING SYSTEM. THE MANUFACTURER OF
THE PROPOSED NEW SYSTEM SHALL PROVIDE ALL REQUIRED INTERFACES OR "GATEWAYS" TO ENSURE
THAT THEIR SYSTEM IS FULLY COMPATIBLE.
5. THE CONTROL SYSTEMS SHALL BE IN ACCORDANCE WITH THE FOLLOWING DESCRIPTION OF SYSTEM
OPERATIONS AND/OR DETAIL INFORMATION SHOWN ON THE PLANS AND AS DESCRIBED HEREIN.
6. THE MANUFACTURER OF THE AUTOMATIC CONTROL EQUIPMENT SHALL SUBMIT THE FOLLOWING FOR APPROVAL:
A SCHEMATIC DIAGRAM OF EACH CONTROL SYSTEM WHICH SHALL INDICATE THE PROPER SEQUENCE OF
OPERATION AND RANGE OF THE CONTROLS FOR ALL CYCLES. A COMPLETE DESCRIPTION OF THE AUTOMATIC
OPERATION OF EACH SYSTEM. THE DESCRIPTION SHOULD INCLUDE THE DUTY OF EACH THERMOSTAT,
VALVE, SWITCH, ETC., INCORPORATED IN THE CONTROL SYSTEM WITH A SCHEDULE AND ILLUSTRATION OF
ALL CONTROL INSTRUMENTS AND EQUIPMENT INCLUDING CONTROL PANELS AND DEVICES FOR EACH SYSTEM.
B. ELECTRIC WIRING:
1. ALL ELECTRICAL WORK (EXCEPT FOR MOTOR FEEDERS, WIRING BETWEEN MOTORS, MOTOR CONTROLLERS,
FEEDER PANELS, FUSES, CIRCUIT BREAKERS AND BUS BARS) REQUIRED FOR THE AUTOMATIC TEMPERATURE
CONTROL SYSTEM SHALL BE PROVIDED BY THIS CONTRACTOR. WORK SHALL INCLUDE BUT NOT BE LIMITED
TO TIME SWITCHES, DAMPER MOTORS, DAMPER SWITCHES, ELECTRIC THERMOSTATS, ELECTRIC RELAYS, E/P
SWITCHES, INTERLOCKING WIRING, WIRE, CONDUIT, ETC.
2. ALL 115 VOLT POWER REQUIRED FOR CONTROL PURPOSES SHALL BE PROVIDED BY THE CONTROL CONTRACTOR
FROM A SOURCE ESTABLISHED BY THE ELECTRICAL CONTRACTOR.
3. THE CONTROL MANUFACTURER SHALL INCLUDE WIRING DIAGRAMS IN HIS SHOP DRAWINGS SUBMITTALS FULLY
COORDINATED WITH THE ELECTRICAL CONTRACTORS WORK. IT SHALL BE THE AUTOMATIC TEMPERATURE
CONTROL CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL WIRING AND CONDUIT AS REQUIRED TO ACHIEVE
THE FUNCTION CALLED FOR IN THESE SPECIFICATIONS, CONFORMING WITH LOCAL CODES FOR MATERIAL
AND INSTALLATION. THE ELECTRICAL SPECIFICATION FOR THE PROJECT ELECTRICAL WORK IS TO BE
FOLLOWED.
4. FURNISH A CERTIFICATE INDICATING METHOD OF WIRING COMPLIANCE WITH LOCAL CODES AS PART OF
FIRST SHOP DRAWING SUBMITTAL.
C. ROOM THERMOSTAT AND SWITCH LOCATIONS:
1. ALL ROOM THERMOSTATS AND SWITCH LOCATIONS (WHETHER SHOWN ON PLANS OR NOT) SHALL BE SELECTED
AND SUBMITTED BY THE TEMPERATURE CONTROL MANUFACTURER FOR APPROVAL BY THE ARCHITECT AND
ENGINEER PRIOR TO ACTUAL INSTALLATION.
D. CONTROL VALVES:
1. ALL AUTOMATIC CONTROL VALVES SHALL BE OF THE ELECTRONIC TYPE, FULLY PROPORTIONING, UNLESS
OTHERWISE SPECIFIED, QUIET IN OPERATION, AND SHALL BE ARRANGED TO FAIL SAFE, IN EITHER A
NORMALLY OPEN OR NORMALLY CLOSED POSITION, IN THE EVENT OF POWER FAILURE. THE OPEN OR
CLOSED POSITION SHALL BE AS SPECIFIED OR AS REQUIRED TO SUIT JOB CONDITIONS. PROVISIONS
SHALL BE MADE FOR VALVES OPERATING IN SEQUENCE, WITH OTHER VALVES OR DAMPER OPERATORS TO
HAVE ADJUSTABLE OPERATING RANGES AND STARTING POINTS TO PROVIDE FLEXIBILITY OF ADJUSTMENT
IN SEQUENCING AND THROTTLING RANGE. MODULATING VALVES SHALL BE PROVIDED WITH PILOT
POSITIONERS. VALVES SHALL BE SIZED BY THE TEMPERATURE CONTROL MANUFACTURER AND GUARANTEED
TO MEET THE HEATING OR COOLING REQUIREMENTS AS SPECIFIED. ALL VALVE BODIES SHALL HAVE THE
SAME PRESSURE CHARACTERISTICS AS THE PIPE IN WHICH IT IS INSTALLED.
2. VALVES 2 INCHES AND SMALLER UNLESS OTHERWISE SPECIFIED SHALL HAVE BRONZE BODIES WITH SCREWED
CONNECTIONS. VALVES SHALL BE FISHER TYPE ED, WARREN TYPE 20/70, K&M SERIES GCG, OR AS
APPROVED.
B. ALL DUCT INSULATIONS SHALL BE IN STRICT ACCORDANCE TO MANUFACTURER'S RECOMMENDATIONS AND MEA
LISTING, IN ORDER TO MAINTAIN VAPOR BARRIERS AND FIRE PROTECTION.
C. TYPE D-3: TWO (2) LAYERS OF LIGHTWEIGHT DUCTWRAP, NON-ASBESTOS, HIGH TEMPERATURE, INORGANIC,
CERAMIC FIBER BLANKET TOTALLY ENCAPSULATED IN FOIL/SCRIM HAVINGH A SERVICE TEMPERATURE RANGE
UP TO 2300 DEG.F.
D. PROVIDE AS AN ALTERNATE PANTRY EXHAUST DUCT INSULATION AS MANUFACTURED BY FIREMASTER DUCTWRAP:
3M COMPANY OR AS APPROVED.
2.03 ELECTRICAL WORK
A. GENERAL:
1. ELECTRICAL POWER WIRING SHALL BE PROVIDED BY THE ELECTRICAL CONTRACT; CONTROL WIRING SHALL
BE BY THE HVAC CONTRACT. CONTROL WIRING SHALL BE DEFINED AS ANY 12V, 24V, OR 120V WIRING
INSTALLED FOR PURPOSES OTHER THAN PROVIDING PRIMARY ELECTRICAL POWER TO EQUIPMENT.
2. DUCT MOUNTED SMOKE DETECTORS, WHERE REQUIRED, SHALL BE PROVIDED BY AND WIRED BY THE
ELECTRICAL CONTRACTOR, AND MOUNTED BY THE HVAC CONTRACTOR.
3. ALL ELECTRICAL CONTROL WIRING SHALL COMPLY WITH LOCAL ELECTRICAL CODE, ALL AUTHORITIES
HAVING JURISDICTION AND THE PROJECT ELECTRICAL SPECIFICATIONS.
4. MECHANICAL CONTRACTOR TO OBTAIN QUANTITY OF CONTROLLERS REQUIRED AND COORDINATE WITH
ELECTRICAL CONTRACTOR FOR ALL OPERATING REQUIREMENTS, INTERLOCKS AND CONNECTIONS FOR
STARTERS.
5. THE MECHANICAL CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL POINT TO POINT, COMPLETELY
COORDINATED WIRING DIAGRAMS AND INDICATE ALL SOURCE POWER REQUIREMENTS AND ALL FIELD WIRING
TO BE PERFORMED BY THE ELECTRICAL CONTRACTOR.
6. WHERE EXISTING STARTERS ARE TO BE REUSED, THIS CONTRACTOR SHALL MAINTAIN ALL EXISTING
CONTROL CONNECTIONS. WHERE NEW STARTERS ARE TO BE PROVIDED TO REPLACE EXISTING, THIS
CONTRACTOR SHALL SURVEY THE EXISTING CONTROL CONNECTIONS AND PREPARE AN EXISTING CONTROL
WIRING DIAGRAM PRIOR TO DEMOLITION FOR SUBMITTAL TO THE ENGINEER. THE NEW STARTERS SHALL
BE PROVIDED WITH THE NECESSARY CONTACTS AND RELAYS REQUIRED TO RECONNECT THE EXISTING
CONTROLS. PROVIDE ALL REQUIRED CONTACTS FOR UNIT START/STOP AND FIRE ALARM.
B. MOTORS:
1. MOTORS SHALL HAVE THE ELECTRICAL CHARACTERISTICS AS LISTED ON THE DRAWINGS. COORDINATE ALL
REQUIREMENTS WITH ELECTRICAL CONTRACTOR. ALL MOTORS SHALL COMPLY WITH NEMA MG-1 STANDARD AND
SHALL BE OF THE HIGH EFFICIENCY TYPE AND MEET THE 1992 EPA ENERGY EFFICIENCY ACT AND
UTILITY COMPANY REBATE REQUIREMENTS.
2. IF CONTRACTOR ELECTS TO SUBSTITUTE OR INCREASE MOTOR HORSEPOWER OVER THAT SPECIFIED, THE
COST OF MOTOR AND ELECTRICAL CHANGES SHALL BE BORNE BY THIS CONTRACTOR.
C. STARTERS:
1. EACH MOTOR EXCEPT AS NOTED, SHALL BE PROVIDED WITH A COMBINATION FUSED DISCONNECT AND
ACROSS-THE-LINE MAGNETIC STARTER WITH PUSH BUTTON STATIONS MOUNTED ON COVER. COORDINATE
REQUIREMENTS WITH ELECTRICAL CONTRACTOR. FOR AUTOMATICALLY OR REMOTELY CONTROLLED MOTORS,
FURNISH HAND OFF AUTO (HOA) SELECTOR SWITCHES IN PLACE OF THE PUSH BUTTONS.
2. FURNISH MANUALLY OPERATED MOTOR STARTERS OF THE PROPER SIZE FOR ALL MOTORS LESS THAN 1/2 HP
WHICH ARE NOT AUTOMATICALLY CONTROLLED. STARTERS FOR MOTORS 175 WATTS OR LESS SHALL CONSIST
OF A SNAP SWITCH WITH THERMAL OVERLOAD PROTECTION WHERE SUCH PROTECTION IS NOT AN INTEGRAL
PART OF THE MOTOR.
3. COMBINATION MAGNETIC STARTERS FOR ALL MOTORS SHALL HAVE THERMAL OVERLOAD, PILOT LIGHT, LOW
VOLTAGE PROTECTION IN ALL THREE PHASES. INCLUDE A CONTROL TRANSFORMER FOR EACH MAGNETIC
STARTER TO PROVIDE 120 VOLT CONTROL POWER WITH 3 SETS OF SPARE NORMALLY CLOSED OR NORMALLY
OPEN CONTACTS.
4. ALL STARTERS SHALL BE ASSEMBLED AND INTERNALLY WIRED WITH ALL DEVICES IN CONFORMANCE WITH
NEMA STANDARDS.
5. STARTERS FOR MOTORS 75 HP AND ABOVE SHALL BE SOLID STATE ELECTRONIC SOFT START TYPE
STARTERS.
6. DISCONNECT SWITCHES ARE PROVIDED BY THE ELECTRICAL CONTRACTOR IF NOT INTEGRAL WITH
EQUIPMENT.
D. ENCLOSURES:
1. PROVIDE ENCLOSURES FOR STARTERS SUITABLE FOR OPERATING ENVIRONMENT. ENCLOSURE'S SHALL BE
NEMA 1 VENTILATED SHEETMETAL FOR INDOOR APPLICATION, NEMA 3R WITH ADDITIONAL GASKETING
WEATHERPROOF RAINTIGHT ENCLOSURE FOR EXPOSED OUTDOOR SERVICE OR INDOOR SERVICE EXPOSED TO
MOISTURE. PROVIDE DISCONNECT SWITCH ON ENCLOSURE AS REQUIRED FOR SERVICE.
2.04 VIBRATION ISOLATION PRODUCTS
A. FURNISH AND INSTALL ALL NECESSARY VIBRATION ISOLATORS, VIBRATION HANGERS, MOUNTING PADS, RAILS,
ETC., TO ISOLATE VIBRATION AND SOUND FROM BEING TRANSMITTED TO THE BUILDING CONSTRUCTION. ALL
VIBRATION ISOLATION PRODUCTS SHALL BE SPECIFICALLY DESIGNED FOR THEIR INTENDED USE.
B. MANUFACTURER OF VIBRATION ISOLATION EQUIPMENT SHALL HAVE THE FOLLOWING RESPONSIBILITIES:
1. DETERMINE VIBRATION ISOLATOR SIZES AND LOCATIONS.
2. PROVIDE SUITABLE PIPING AND EQUIPMENT VIBRATION ISOLATION SYSTEMS.
3. GUARANTEE SPECIFIED ISOLATION SYSTEM ATTENUATION AND DEFLECTION.
4. PROVIDE INSTALLATION INSTRUCTIONS, DRAWINGS AND FIELD SUPERVISION TO ASSURE PROPER
INSTALLATION AND PERFORMANCE. STARTERS SHALL BE SELECTED TO SUIT MOTOR RUNNING AND STARTING
CHARACTERISTICS.
C. ISOLATION SYSTEMS SHALL BE MANUFACTURED BY MASON INDUSTRIES OR APPROVED EQUAL BY THE ENGINEER.
D. MOUNTING TYPES:
1. STATIC DEFLECTION OF ISOLATORS SHALL BE A MINIMUM OF 90% EFFICIENT. PROVIDE CORROSION
PROTECTION FOR EQUIPMENT MOUNTED OUTDOORS.
2. FLOOR MOUNTING OF CENTRIFUGAL FANS (3 HP AND LESS) SPRING ISOLATORS (TYPE SLF).
3. FLOOR AND ROOF MOUNTING OF FACTORY ASSEMBLED AIR HANDLING UNITS, AIR CONDITIONING UNITS,
HEAT EXCHANGERS AND CONDENSING UNITS, - SPRING ISOLATORS (ROOF MOUNTED EQUIPMENT TYPE
SLR), OR (INDOOR EQUIPMENT TYPE SLF).
4. FLOOR MOUNTING OF CENTRIFUGAL FANS (5 HP AND ABOVE) - SPRING ISOLATOR WITH INERTIA BASE -
(TYPE KSL).
5. MOUNTING OF CEILING-SUPPORTED FANS, IN-LINE PUMPS, HEAT EXCHANGERS, AND AIR HANDLING UNITS -
SPRING ISOLATORS - (TYPE DNHS).
6. SUPPORT OF PIPING IN EQUIPMENT ROOMS AND WHERE EXPOSED ON ROOF
a. ALL WATER PIPING OUTSIDE OF SHAFTS WITHIN 50 FEET OF CONNECTED ROTATING EQUIPMENT TO
BE SUPPLIED WITH ISOLATORS.
b. HANGER ROD ISOLATORS (TYPE 30N) MOUNTINGS.
c. FLOOR SUPPORTED PIPING ISOLATORS (TYPE SLR).
d. VERTICAL RISER PIPING ANCHOR AND GUIDES (TYPE ADA).
7. PROVIDE FLEXIBLE CONNECTIONS BETWEEN ALL FANS AND DUCTWORK (REFER TO DUCTWORK SECTION FOR
SPECIFICATIONS.
2.05 TESTING AND BALANCING
A. GENERAL
1. TESTING AND BALANCING WORK SHALL BE PERFORMED BY AN INDEPENDENT COMPANY (NOT ASSOCIATED WITH
THE HVAC CONTRACTOR), AABC CERTIFIED OR AS APPROVED BY THE ENGINEER BEFORE COMMENCEMENT OF
WORK. APPROVED COMPANIES INCLUDE MERENDINO ASSOCIATES, R.H. MCDERMOTT, INTERNATIONAL
TESTING AND BALANCING OR AS APPROVED BY THE ENGINEER AND BUILDING MANAGEMENT.
2. AFTER ALL PROJECT HVAC WORK IS COMPLETE, TESTED AND IN FULL WORKING ORDER, THE AGENCY SHALL
PERFORM THE BALANCING AND TESTING OF THE PROJECT HEATING, VENTILATING AND AIR CONDITIONING
SYSTEMS.
3. UPON THE COMPLETION OF THE AIR CONDITIONING SYSTEM, THE BALANCING AGENCY SHALL PERFORM
TESTING AND BALANCING AND COMPILE ALL TEST DATA IN A CERTIFIED REPORT AND SUBMIT FOUR (4)
COPIES FOR REVIEW AND APPROVAL TO THE ENGINEER.
4. THE REPORT SHALL INCLUDE DESIGN AND ACTUAL READINGS FOR ALL EQUIPMENT AND LOCATION PLAN
INDICATING WHERE ALL WORK HAS BEEN PERFORMED, AND METHODS OF BALANCING AND DETAILS OF
INSTRUMENTS USED.
5. IF DISCREPANCIES EXIST IN THE REPORT THAT REQUIRE FIELD VERIFICATION, THE TESTING AND
BALANCING COMPANY IN THE PRESENCE OF THE ENGINEER SHALL VISIT THE JOBSITE FOR FIELD
VERIFICATION OF THE REPORT.
6. AFTER SUBMISSION OF THE FIELD VERIFIED BALANCING REPORT, THE AIR BALANCING COMPANY SHALL
RETURN TO THE JOB SITE TO PERFORM TWO (2) OCCUPANT COMFORT BALANCES AS DIRECTED BY THE OWNER
OR ENGINEER.
7. THE FINAL REPORT AFTER THE COMFORT BALANCE IS TO BE INCLUDED IN PROJECT OPERATING AND
MAINTENANCE MANUAL.
8. THE TESTING AND BALANCING AGENCY SHALL INCLUDE AS PART OF THEIR WORK AN EXTENDED WARRANTY
OF 90 DAYS AFTER COMPLETION OF TEST AND BALANCE WORK. THE ENGINEER AT HIS DISCRETION DURING
THE WARRANTY PERIOD MAY REQUEST A RECHECK, OR RESETTING OF ANY EQUIPMENT. THE MECHANICAL
CONTRACTOR AND THE BALANCING CONTRACTOR SHALL PROVIDE THE NECESSARY TECHNICIANS TO
FACILITATE THIS WORK.
9. BALANCING AGENCY SHALL PERMANENTLY MARK ALL ADJUSTMENT DEVICES (VALVES, DAMPERS, ETC.,) TO
ENABLE THE SETTING TO BE RESTORED.
B. AIR BALANCING
1. HVAC CONTRACTOR SHALL ENSURE THAT A FIRST SET OF AIR FILTERS ARE IN PLACE, WHENEVER FANS ARE
RUNNING AND REPLACED WITH A NEW CLEAN SET OF FILTERS BEFORE TESTING IS COMMENCED.
2. TEST, ADJUST, REPLACE SHEAVES, AND BALANCE ALL EQUIPMENT AND AIR DISTRIBUTION SYSTEMS TO
PROVIDE AIR QUANTITIES INDICATED ON PLANS WITHIN PLUS OR MINUS 5 PERCENT.
3. TEST REPORT SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING:
a. FLOW, LEAKAGE CLASS, TEMPERATURE, STATIC PRESSURE OF AIR AT ALL TRUNK DUCTS SERVING
AREAS OF WORK.
b. TEMPERATURE OF AIR LEAVING OUTLETS AT TWO (2) TYPICAL AIR OUTLETS.
c. QUANTITY OF AIR AT EACH AIR INLET AND OUTLET AFTER BALANCING.
d. PROVIDE FOR ALL FANS, FAN MOTOR HP, AMPS, VOLTS, FAN RPM, CFM, INLET AND DISCHARGE
STATIC PRESSURE, SHEAVE POSITION.
e. PROVIDE FOR ALL AIR CONDITIONING UNITS, SUPPLY CFM, OUTSIDE AIR CFM, RETURN AIR CFM,
MIXED AIR CFM. PROVIDE OUTSIDE AIR, MIXED AIR AND SUPPLY AIR TEMPERATURES (DRY BULB -
COOLING AND HEATING, WET-BULB-COOLING.) INDICATE UNIT OPERATING MODE DURING TEST.
f. CALIBRATE ALL NEW AND EXISTING TO BE REUSED TERMINAL BOXES (VAV, FAN POWERED OR DUAL
DUCT) AS REQUIRED TO MEET SPECIFIED MINIMUM/MAXIMUM CFM.
g. LISTING OF DESIGN AND ACTUAL READINGS AS WELL AS ALL MANUFACTURER'S DATA FOR
EQUIPMENT.
2.06 EQUIPMENT
A. PROVIDE ALL EQUIPMENT AND ACCESSORIES OF THE SIZES AND CAPACITIES AS SCHEDULED AND AS INDICATED ON
THE DRAWINGS.
B. INSTALL EQUIPMENT IN ACCORDANCE WITH APPROVED SHOP DRAWINGS, MANUFACTURERS RECOMMENDATIONS,
INSTRUCTIONS, AND ALL AUTHORITIES HAVING JURISDICTION.
C. PROVIDE EQUIPMENT SUPPORTS AND/OR MOUNTINGS AS INDICATED ON THE DRAWING, IN VIBRATION SPECIFICATION
AND AS FOLLOWS:
1. FLOOR MOUNTED EQUIPMENT - PROVIDE DIMENSIONS FOR A 4" CONCRETE HOUSEKEEPING PAD WITH ALL
REQUIRED WATERPROOFING TO THE CONSTRUCTION MANAGER.
2. EQUIPMENT ON FLOOR STANDS - PROVIDE FLOOR STAND OF STRUCTURAL STEEL OR STEEL PIPES AND
FITTINGS AND BOLT TO FLOOR.
3. ROOF MOUNTED EQUIPMENT - PROVIDE PREFABRICATED ISOLATED ROOF CURB WITH INTEGRAL VIBRATION
ISOLATORS.
4. CEILING MOUNTED EQUIPMENT - PROVIDE SUPPORTS WITH APPROVED SUITABLE ANCHORS SUSPENDED
DIRECTLY FORM BUILDING STEEL STRUCTURE.
5. PROVIDE SUPPLEMENTAL STEEL AS REQUIRED TO ADEQUATELY SUPPORT THE EQUIPMENT LOAD.
D. EQUIPMENT SHALL BE INSTALLED WITH VIBRATION ISOLATION, REFER TO VIBRATION ISOLATION SECTION.
E. DIFFUSERS, GRILLES AND REGISTERS:
1. GENERAL
a. GRILLES, REGISTERS AND DIFFUSERS SHALL BE TESTED IN ACCORDANCE WITH ASHRAE STANDARD
70-1991 OR LATEST EDITION. THE MANUFACTURER SHALL PROVIDE PUBLISHED PERFORMANCE DATA
FOR ALL AIR INLETS AND OUTLETS TO BE USED ON PROJECT AS PART OF SUBMISSION.
b. MECHANICAL CONTRACTOR TO COORDINATE THE LOCATION OF DIFFUSERS, GRILLES AND REGISTERS
WITH OTHER TRADES AND WITH CEILING AND WALL CONSTRUCTION. THE MECHANICAL CONTRACTOR
TO VERIFY THAT ALL DIFFUSERS, GRILLES AND REGISTERS ARE COMPATIBLE WITH CEILING
CONSTRUCTION TO WHICH THEY ARE TO BE INSTALLED.
c. COORDINATE ALL WORK WITH GENERAL CONTRACTOR AND REFER TO ARCHITECTURAL DRAWINGS FOR
EXACT LOCATION, LENGTHS AND FOR FRAMING AND MITERING ARRANGEMENTS THAT MAY DIFFER
FROM THOSE SHOWN ON HVAC DRAWINGS. PROVIDE ALL REQUIRED GENERAL CONSTRUCTION,
FRAMING, BLOCKING, PLASTERING AND SUPPORTS TO MATCH CEILING, SOFFIT OR WALL
CONSTRUCTION AS PART OF PROJECT.
d. INLETS AND OUTLETS SHALL HANDLE AIR QUANTITIES INDICATED AT OPERATING VELOCITIES WITH
SOUND PRESSURE LEVEL NOT TO EXCEED NC-30, UNLESS NOTED OTHERWISE.
e. DIFFUSERS, GRILLES AND REGISTERS SHALL BE INSTALLED WITH FACES SET LEVEL AND PLUMB
AND MOUNTED TIGHTLY AGAINST MOUNTING SERVICE.
f. ALL AIR INLETS AND OUTLETS TO BE STEEL OR ALUMINUM IF EXPOSED TO MOISTURE UNLESS
OTHERWISE INDICATED. FINISHES TO BE SELECTED BY ARCHITECT.
g. DIFFUSERS, GRILLES AND REGISTERS SHALL BE MANUFACTURED BY TITUS OR ANEMOSTAT.
h. SUBMIT FOR APPROVAL A COMPLETE SCHEDULE OF ALL AIR INLETS AND OUTLETS TO BE USED ON
PROJECT INCLUDING MANUFACTURERS MODELS, SIZES, PERFORMANCE, ACCESSORIES, ACOUSTIC
INFORMATION, FINISHES, ETC., BEFORE RELEASE FOR FABRICATION. NOTE ANY DEVIATIONS
FROM SPECIFICATIONS AND SCHEDULES SHALL BE INDICATED ON SUBMITTAL.
2. AIR INLET AND OUTLET DEVICES
a. PROVIDE DIFFUSERS, GRILLES AND REGISTERS FOR SUPPLY, RETURN AND EXHAUST INLETS AND
OUTLETS, OF THE SIZE, TYPE, AND DESIGN INDICATED ON DRAWINGS.
b. ALL SUPPLY RETURN AND EXHAUST AIR INLETS AND OUTLETS SHALL BE PROVIDED WITH AN
OPPOSED BLADE DAMPER AND GRID (ADJUSTABLE THROUGH THE FACE) FOR TRIM BALANCING.
c. SUPPLY REGISTERS SHALL HAVE TWO SETS OF DIRECTIONAL CONTROL BLADES.
d. ONLY 4 WAY DIFFUSERS SHALL BE USED, PROVIDE BLANK OFF SHEET METAL BAFFLE FOR ALL 1-
WAY, 2-WAY AND 3-WAY DIFFUSERS.
e. ALL LINEAR DIFFUSERS SHALL BE PROVIDED WITH CABLE OPERATED OPPOSED BLADE DAMPER
ADJUSTABLE THROUGH THE FACE OF THE DIFFUSER. DAMPERS AND PLENUM TAPS SHALL BE SPACED
AT A MAXIMUM OF 4 FEET ON CENTER. PROVIDE DIFFUSERS WITH ADJUSTABLE AIR PATTERN
CONTROL VANES.
6"UP TO 30 HP
MOTOR HP
INERTIA BASE THICKNESS
REQUIRED MINIMUM CONCRETE MINIMUM ISOLATION
DEFLECTION
3/4"
2. PROVIDE AS AN ALTERNATE FOR KITCHEN EXHAUST DUCT INSULATION
A. KITCHEN EXHAUST DUCTWORK INSULATION SHALL BE IN DIRECT CONTACT WITH THE DUCT IT ENCLOSES. PROTECT
EVERY PORTION OF THE DUCT WITH NO LESS THAN TWO (2) LAYERS FOR GREASE DUCT APPLICATIONS AND TWO
(2) LAYERS FOR TWO (2) HOUR AIR DUCT ENCLOSURES. OVERLAP BOTH PERIMETER AND LONGITUDINAL JOINTS
WITH AMINIMUM OF 3" PER LAYER OF MATERIAL. ALL KITECHN EXHAUST DUCT HANGERS SHALL BE WRAPPED
WITH FIREMASTER DUCT WRAP TO MAINTAIN A 3-HOUR RATED SUPPORT AND THE MEA LISTING.
MECHANICAL SPECIFICATIONS - II
seal & signature
dwg title
twig
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checked by
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AS NOTED
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project no.
dwg. no.
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cad file
t10-12-0230
375 Beach 92nd StreetQueens, NY 11693
SUBMISSIONS
DATE rev no issue
project
project
375 Beach 92nd StreetQueens, NY 11693
architect
231 West 29th Street - Suite 606, New York, NY 10001
Tel: 212 . 967 . TWIG / Fax: 212 . 967 . 8945
[email protected] www.twigcon.com
A Division of The Wall Consulting Group, Inc. All Rights Reserved. 2007- 2010©
375 Beach 92nd Street M-202.00.dwg
NYC dob#
sheetTHESE PLANS ARE APPROVED ONLY FOR THE WORK ON THE
BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN
ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER
All Drawings And Written Material Herein Constitute The Original And Unpublished Work Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C., And The Same May Not Be Duplicated, Used, Or Disclosed Without The Written Consent Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C. © 2011.
NYCECC NOTES:
TO THE BEST OF MY KNOWLEDGE, BELIEF AND
PROFESSIONAL JUDGMENT, THESE PLANS AND
SPECIFICATIONS ARE IN COMPLIANCE WITH THE
NEW YORK CITY ENERGY CONSERVATION CODE.
02.14.11 1 FILING & PRICING
GROUND FLOORMECHANICALSPECIFICATIONSSHEET II
4 of 8
3. VALVES BETWEEN 2 «" AND 4 INCH UNLESS OTHERWISE SPECIFIED, SHALL HAVE CAST IRON OR CARBON
STEEL BODIES WITH FLANGED CONNECTIONS IN ACCORDANCE WITH THE PIPING SPECIFICATIONS. VALVES
SHALL BE FISHER STYLE ED, WARREN TYPE 20/70 OR 1800 SERIES GCG, K & M SERIES GCG OR AS
APPROVED.
4. CONTROL VALVES 4" AND LARGER UNLESS OTHERWISE SPECIFIED SHALL BE FISHER V100, K & M C-
PORTBALL, WARREN 3800 SERIES, OR AS APPROVED.
5. ALL BUTTERFLY CONTROL VALVES, WHERE SHOWN ON THE DRAWINGS OR SPECIFIED SHALL CONFORM WITH
THE PIPING SPECIFICATION.
6. AUTOMATIC CONTROL VALVES EXPOSED TO THE ELEMENTS SHALL HAVE ELECTRIC ACTUATORS WITH ALL
REQUIRED ACCESSORIES.
E. AUTOMATIC DAMPERS:
1. PROVIDE CONTROLS FOR ALL THE AUTOMATIC DAMPERS, AS SPECIFIED IN THE DUCTWORK SECTION, AND
SHOWN ON THE DRAWINGS.
2. CONTROL MOTORS OR ACTUATORS SHALL BE OF THE ELECTRONIC OR PNEUMATIC TYPE, UNLESS OTHERWISE
NOTED, OF APPROPRIATE SIZE AND QUANTITIES TO PROVIDE TWO-POSITION OR PROPORTIONING CONTROL
ACTION AS SPECIFIED. PROPORTIONING TYPE SHALL BE EQUIPPED WITH PILOT TYPE POSITIONERS. PILOT
POSITIONERS SHALL BE SELECTED FOR VARIED SPRING RANGES AND ADJUSTABLE WITHOUT DISMANTLING
POSITIONER AND CONTROL MOTOR.
3. AUTOMATIC DAMPERS EXPOSED TO THE ELEMENTS SHALL HAVE ELECTRIC ACTUATORS WITH ALL REQUIRED
ACCESSORIES.
F. CONTROL PANELS:
1. FURNISH AND INSTALL IN THE MECHANICAL ROOM, AS HEREIN SPECIFIED, CONTROL PANELS OF STEEL,
WITH WELDED ANGLE IRON BRACKETS, FOR WALL OR FLOOR MOUNTING.
2. THE BASIC BACKGROUND COLOR OF THE PANEL SHALL BE AS APPROVED BY THE ARCHITECT AND ENGINEER.
3. PANELS SHOULD BE FULLY ENCLOSED, WITH HINGED LOCKING FRONT DOOR FOR EACH PANEL. THE PANEL
SHALL CONTAIN ALL CONTROLLERS, RELAYS, SWITCHES, ETC. PROVIDE ENGRAVED NAMEPLATES TO LABEL
THE CONTROLLED EQUIPMENT AND FOR EACH PANEL MOUNTED CONTROL DEVICE. PLASTIC LAMINATED
CONTROL SCHEMATIC DRAWINGS FOR THE SYSTEM SHALL BE HUNG AT EACH LOCAL CONTROL PANEL.
4. DETAILS OF EACH OF THESE PANELS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION.
LOCATIONS OF EACH PANEL ARE TO BE CONVENIENT FOR ADJUSTMENT AND SERVICE AND ALL SUCH
LOCATIONS ARE TO BE APPROVED PRIOR TO INSTALLATION.
PART 3 SEQUENCE OF OPERATIONS:
3.01 KITCHEN EXHAUST FAN (KX-1)
THE KITCHEN EXHAUST SYSTEM SHALL RUN WHENEVER GAS IS FLOWING IN THE KITCHEN OR THE DISHWASHER IS
OPERATING. THE EXHAUST SYSTEM SHALL CONTINUE TO OPERATE FOR 15 MINUTES AFTER THE DISHWASHER HAS
COMPLETED ITS CYCLE AND THE GAS FLOW HAS CEASED. THE KITCHEN EXHAUST SHALL HAVE CONTINUOUS POWER
TO ALLOW THE UNIT TO PERFORM SCHEDULE WASH DOWN DURING THE NIGHT WHEN THE UNIT IS NOT IN OPERATION.
PROVIDE (2) TWO SETS OF POSITIVE CONTACTS FOR THE FOLLOWINGS (1) AS SPARE, AND (1) FOR TIE-IN TO
THE ANSUL FIRE SUPPRESSION SYSTEM, GIVING THE ANSUL THE ABILITY TO START AND STOP THE KITCHEN
EXHAUST UNIT.
PART 4 EXECUTION
4.01 DEMOLITION, REMOVAL AND RELOCATION
A. REMOVAL, TEMPORARY CONNECTIONS AND RELOCATION OF CERTAIN EXISTING WORK WILL BE NECESSARY FOR THE
INSTALLATION OF THE NEW SYSTEMS. ALL EXISTING CONDITIONS ARE NOT TO BE COMPLETELY DETAILED ON THE
DRAWINGS. THE CONTRACTOR SHALL SURVEY THE SITE AND MAKE ALL NECESSARY CHANGES REQUIRED BASED ON
EXISTING CONDITIONS FOR PROPER INSTALLATION OF NEW WORK.
B. DISCONNECT, REMOVE AND/OR RELOCATE EXISTING MATERIAL, EQUIPMENT, AND OTHER WORK AS NOTED OR REQUIRED
FOR PROPER INSTALLATION OF NEW SYSTEM.
C. EQUIPMENT REQUIRED TO BE TEMPORARILY DISCONNECTED AND RELOCATED SHALL BE CAREFULLY REMOVED, STORED,
CLEANED, REINSTALLED, RECONNECTED AND MADE OPERATIONAL.
D. ALL EXISTING WORK NOT INDICATED FOR DEMOLITION SHALL BE PROTECTED FROM DAMAGE. WHERE EXISTING WORK
TO REMAIN IS DAMAGED OR DISTURBED, CONTRACTOR SHALL REPAIR OR REPLACE TO OWNER'S AND BUILDING
MANAGER'S SATISFACTION AT NO COST TO THE OWNER OR BUILDING MANAGEMENT.
E. GENERAL CONTRACTOR TO REMOVE ALL CEILING IN AREAS WHERE NEW DUCTWORK OR PIPING IS TO BE INSTALLED
OR EXISTING IS ALTERED, AS PER ARCHITECT'S INSTRUCTIONS.
F. ALL NECESSARY CUTTING AND PATCHING TO ACCOMMODATE THE NEW HVAC WORK SHALL BE PERFORMED BY THIS
CONTRACTOR AND COORDINATED WITH BUILDING MANAGEMENT SO AS TO MINIMIZE DISRUPTION OF EXISTING TENANTS
AND SERVICES. RESTORE ALL ITEMS TO MATCH EXISTING CONDITIONS.
G. ALL EXISTING MATERIAL AND EQUIPMENT TO BE REMOVED UNDER THIS CONTRACT WILL REMAIN THE PROPERTY OF
THE OWNER OR SHALL BE LEGALLY DISPOSED OF BY THIS CONTRACTOR AS DIRECTED BY THE ARCHITECT OR OWNER.
REFRIGERATION CONTAINED IN EXISTING EQUIPMENT TO BE REMOVED SHALL BE RECLAIMED OR LEGALLY DISPOSED
OF IN ACCORDANCE WITH EPA REQUIREMENTS AND ASHRAE.
H. PROVIDE FOR LEGAL REMOVAL AND DISPOSAL OF ALL RUBBISH AND DEBRIS FROM THE BUILDING AND SITE.
COORDINATE ALL DEMOLITION AND REMOVALS WITH BUILDING MANAGEMENT.
4.02 CONNECTIONS TO EXISTING WORK
A. PLAN INSTALLATION OF NEW WORK AND CONNECTIONS TO EXISTING WORK TO INSURE MINIMUM INTERFERENCE WITH
REGULAR OPERATION OF EXISTING FACILITIES. ALL SYSTEM SHUTDOWNS AFFECTING OTHER AREAS SHALL BE
COORDINATED WITH BUILDING MANAGEMENT. INSTALL ISOLATION VALVES AT POINT OF CONNECTION TO THE
EXISTING PIPING. INSTALL ISOLATION DAMPERS AT CONNECTION TO EXISTING DUCTWORK. PROVIDE TEMPORARY
DUCTWORK AND PIPING CONNECTIONS AS REQUIRED TO MINIMIZE SHUTDOWN TIME.
B. CONNECT NEW WORK TO EXISTING WORK IN NEAT AND APPROVED MANNER. RESTORE EXISTING WORK DISTURBED WHILE
INSTALLING NEW WORK TO ACCEPTABLE CONDITION AS DETERMINED BY ARCHITECT AND BUILDING MANAGER.
C. MAINTAIN CONTINUOUS OPERATION OF EXISTING FACILITATES.
4.03 CHASING, CHOPPING OR CORE DRILLING
A. PRIOR TO ANY CHASING, CHOPPING, OR CORE DRILLING BEING PERFORMED, THIS CONTRACTOR SHALL FIELD
INVESTIGATE EXISTING CONDITIONS AND COORDINATE WITH ALL APPROPRIATE TRADES AND BUILDING MANAGEMENT
TO ENSURE THAT WORK WILL BE IN HARMONY WITH OTHER WORK AND NOT AFFECT ANY EXISTING BUILDING SYSTEMS.
THIS WORK MUST BE APPROVED BY BUILDING MANAGEMENT PRIOR TO PROCEEDING.
4.04 SYSTEM COMMISSIONING
A. PRIOR TO FULL OPERATION, A COMPLETE DEMONSTRATION AND TESTING OF THE SYSTEM OPERATING FUNCTIONS AND
ALARMS SHALL BE PERFORMED BY THIS CONTRACTOR IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE AND
ENGINEER. THIS TESTING SHALL TAKE PLACE AFTER HAVING SATISFACTORILY MET THE REQUIREMENTS OF SHOP
DRAWING ACCEPTANCE. COMMISSIONING OF THE SYSTEMS SHALL BE SCHEDULED BEFORE SPACE IS OCCUPIED
LEAVING ENOUGH TIME TO CORRECT SYSTEM DEFICIENCY'S AND AFTER SHOP DRAWING ACCEPTANCE. UPON
SUCCESSFUL COMPLETION OF SYSTEM OPERATION, THE CONTRACTOR SHALL SUBMIT A STATEMENT STATING THAT THE
FULL OPERATION OF ALL SYSTEMS, FUNCTIONS AND ALARMS HAS BEEN DEMONSTRATED AND ARE OPERATIONAL AS
WELL AS A LISTING OF ALL SYSTEMS, ALARMS AND FUNCTIONS THAT HAVE BEEN COMMISSIONED. ALL ITEMS SHALL
BE SUBMITTED FOR REVIEW AND ACCEPTANCE TO THE OWNER, OWNER'S REPRESENTATIVE AND ENGINEER BEFORE
FINAL ACCEPTANCE CAN TAKE PLACE.
MECHANICAL SPECIFICATIONS - III
seal & signature
dwg title
twig
cadd
checked by
issue date
AS NOTED
drawn by
02/11/2011
project no.
dwg. no.
scale
cad file
t10-12-0230
375 Beach 92nd StreetQueens, NY 11693
SUBMISSIONS
DATE rev no issue
project
project
375 Beach 92nd StreetQueens, NY 11693
architect
231 West 29th Street - Suite 606, New York, NY 10001
Tel: 212 . 967 . TWIG / Fax: 212 . 967 . 8945
[email protected] www.twigcon.com
A Division of The Wall Consulting Group, Inc. All Rights Reserved. 2007- 2010©
375 Beach 92nd Street M-203.00.dwg
NYC dob#
sheetTHESE PLANS ARE APPROVED ONLY FOR THE WORK ON THE
BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN
ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER
All Drawings And Written Material Herein Constitute The Original And Unpublished Work Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C., And The Same May Not Be Duplicated, Used, Or Disclosed Without The Written Consent Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C. © 2011.
NYCECC NOTES:
TO THE BEST OF MY KNOWLEDGE, BELIEF AND
PROFESSIONAL JUDGMENT, THESE PLANS AND
SPECIFICATIONS ARE IN COMPLIANCE WITH THE
NEW YORK CITY ENERGY CONSERVATION CODE.
02.14.11 1 FILING & PRICING
GROUND FLOORMECHANICALSPECIFICATIONSSHEET III
5 of 8
GROUND FLOOR: MECHANICAL PLAN
SCALE: 3/16" - 1'-0"
ACCESS DOORS, VOLUME DAMPERS, ETC. ARE INDICATED ON THE
CONTRACT DOCUMENT DRAWINGS FOR CLARITY FOR A SPECIFIC
LOCATION REQUIREMENT AND SHALL NOT BE INTERPRETED AS THE
3. ALL DUCTWORK DIMENSIONS, SHOWN ON THE DRAWINGS, ARE
INTERNAL CLEAR DIMENSIONS AND DUCT SIZES SHALL BE INCREASED
4. PROVIDE ACCESS DOORS IN DUCTWORK TO PROVIDE ACCESS
FOR ALL SMOKE DETECTORS, FIRE DAMPERS, SMOKE DAMPERS,
VOLUME DAMPERS, HEATING COILS, AND OTHER ITEMS LOCATED IN
THE DUCTWORK WHICH REQUIRE SERVICE AND/OR INSPECTION.
6. ALL DUCTWORK SHALL BE COORDINATED WITH ALL TRADES
5. DUCT SMOKE DETECTORS SHALL BE FURNISHED AND WIRED BY
THE ELECTRICAL CONTRACTOR. THE MECHANICAL CONTRACTOR
SHALL BE RESPONSIBLE FOR MOUNTING THE SMOKE DETECTOR
IN DUCTWORK AS SHOWN ON THE DRAWINGS AND IN ACCORDANCE
TRANSITIONS AROUND OBSTRUCTIONS, SHALL BE PROVIDED AT NO
INVOLVED. OFFSETS IN DUCTS, INCLUDING DIVIDED DUCTS AND
ADDITIONAL COST TO THE OWNER.
EXTENT OF THE REQUIREMENT FOR THESE ITEMS.
TO COMPENSATE FOR DUCT USING THICKNESS.
WITH MANUFACTURER'S PRINTED INSTRUCTIONS.
1. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL
LABOR REQUIRED TO INSTALL COMPLETE AN OPERABLE HVAC
SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND
2. CERTAIN ITEMS SUCH AS RISES AND DROPS IN DUCTWORK,
MECHANICAL GENERAL NOTES
AS REQUIRED BY CODE.
7. ALL KITCHEN EXHAUST DUCTWORK SHALL BE 10 GAUGE BLACK-IRON
RATED INSULATION.
WITH WELDED JOINTS AND SEAMS AND INSULATED WITH A TWO-HOUR
8. FINAL CONNECTIONS TO EXHAUST HOOD SHALL FIELD COORDINATED
WITH APPROVED SHOP DRAWINGS. (TYP FOR ALL SUPPLY AND MAKE-
UP AIR CONNECTIONS.
G
8X6 KITCHEN EXHAUST
DUCT (TYP. FOR 4)
6X6 TOILET EXHAUST
DUCT
GRAVITY DAMPER
TX-1
NEW FANTECH CEILING
TOILET EXHAUST (150CFM)
20 X 14
EXISTING TOILET
EXHAUST TO REMAIN
(TYP. FOR 4)
16X16 UPTO KE-1
(2800 CFM)
C.O.
C.O. C.O.
14"Ø MUA FROM FAN
(2000 CFM)
EDH-1
6KW
EXISTING
FLUE
2
6
5
4
3
RELOCATE EXISTING
DUCTS AS REQUIRED
TO ALLOW FOR
KITCHEN EXHAUST
INSTALLATION
8X6 AT 6'-0"
AFF
HW BASE BOARD
EXISTING
FURNACE
20 X 8
seal & signature
dwg title
twig
cadd
checked by
issue date
AS NOTED
drawn by
02/11/2011
project no.
dwg. no.
scale
cad file
t10-12-0230
375 Beach 92nd StreetQueens, NY 11693
SUBMISSIONS
DATE rev no issue
project
project
375 Beach 92nd StreetQueens, NY 11693
architect
231 West 29th Street - Suite 606, New York, NY 10001
Tel: 212 . 967 . TWIG / Fax: 212 . 967 . 8945
[email protected] www.twigcon.com
A Division of The Wall Consulting Group, Inc. All Rights Reserved. 2007- 2010©
375 Beach 92nd Street M-301.00.dwg
NYC dob#
sheetTHESE PLANS ARE APPROVED ONLY FOR THE WORK ON THE
BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN
ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER
All Drawings And Written Material Herein Constitute The Original And Unpublished Work Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C., And The Same May Not Be Duplicated, Used, Or Disclosed Without The Written Consent Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C. © 2011.
NYCECC NOTES:
TO THE BEST OF MY KNOWLEDGE, BELIEF AND
PROFESSIONAL JUDGMENT, THESE PLANS AND
SPECIFICATIONS ARE IN COMPLIANCE WITH THE
NEW YORK CITY ENERGY CONSERVATION CODE.
02.14.11 1 FILING & PRICING
GROUND FLOORMECHANICALPLAN & NOTES
6 of 8
(FIREMASTER ALTERNATE TO CALCIUM-SILICATE INSULATION)
GREASE DUCT ACCESS DOOR ENCLOSURE INSTALLATION
10
12
NOT TO SCALE
11
8
7
6
10
9
12
11
6
8
9
7
4
5
2
3
1/4" DIAMETER WING NUTS
FIREMASTER DUCT WRAP 1" OVERLAP
ALUMINUM TAPE AT EDGES
SPOOL PIECES FOR THREADED RODS
FIREMASTER DUCT WRAP 1" OVERLAP
FIREMASTER DUCT WRAP
SPEED CLIPS
NOT TO SCALE
FIREMASTER DUCT FLOOR/WALL THROUGH PENETRATION SYSTEM
(FIREMASTER ALTERNATE TO CALCIUM-SILICATE INSULATION)
1
3
2
5
4
INSULATION PINS - WELDED
ACCESS COVER - 16 GAUGE
1/4" DIAMETER ALL THREAD RODS
ACCESS FRAME WELDED TO DUCT
DOOR HOLE
4
5
3
A A1
CONCRETE SLAB
1/4" 3M FIRE BARRIER 2000+ SILICONE
4-1/4" FIREMASTER DUCT WRAP
TWO LAYERS FIREMASTER DUCT WRAP
1 DUCT
3
2
5
4
2
1. 2.
3. 4.
6. 7.
TWO REQUIRED FOR EACH SIDE
TWO REQUIRED FOR EACH SIDE
ROUND DUCT PATTERN
RECTANGULAR DUCT PATTERN
(FIREMASTER ALTERNATE TO CALCIUM-SILICATE INSULATION)
INSTALLATION DETAIL
TERMINATION OF DUCT WRAP AT HOOD LOCATION
NOT TO SCALE
2 1st LAYER FIREMASTER DUCT WRAP
1st LAYER TRANSITION PATTERN FIREMASTER DUCT WRAP
2nd LAYER TRANSITION PATTERN FIREMASTER DUCT WRAP
6 3" MINIMUM OVERLAP
7 BANDING
2nd LAYER FIREMASTER DUCT WRAP
4
5
3
1 HOOD
BAR STOCK 2"-3" WIDE, 1/8" THICK9
ANCHOR FASTENER SYSTEM8
3
DUCT SUPPORT
3
2
2
4
NOT TO SCALE
(FIREMASTER ALTERNATE TO CALCIUM-SILICATE INSULATION)
TYPICAL VERTICAL DUCT SUPPORT INSTALLATION DETAIL
ANGLE BRACKET
MECHANICAL FASTENERS & WASHERS3
DUCT4
TWO LAYER FIREMASTER DUCT WRAP
ONE LAYER FIREMASTER DUCT WRAP
1
2
RATED FLOOR5
KITCHEN ROOF EXHAUST FAN DETAIL
40
" M
IN
IM
UM
SEE SCHEDULES FOR SIZE
OF EXHAUST DUCT
CURB (18"HIGH)
PREFABRICATED ROOF
TO VENTILATED PEDESTAL
ANCHOR FAN SECURELY
HINGED SUB-BASE
SHEETROCK ENCLOSURE
SEE ARCHITECTURAL DRAWINGS
AND KITCHEN EXHAUST HOOD DETAILS
SIDES OF DUCT AND CURB.
3" MINIMUM AIR SPACE BETWEEN
CANT STRIP AS REQUIRED
16 GAUGE WELDED BLACK
RIGID INSULATION
STEEL EXHAUST DUCT
UPBLAST ROOF-MOUNTED
EXHAUST FAN WITH
BIRD SCREEN
NOT TO SCALE
16 GAUGE WELDED BLACK
KITCHEN EXHAUST HOOD DETAIL
6'-6" TO FINISHED FLOOR.
4'-0" MAX.
COOKING SURFACE.
, 2'-0" MIN. TO
CEILING LINE
STAINLESS STEEL ENCLOSURE
PANEL. ALL SIDES.
SPRINKLER CONTRACTOR
IN EXHAUST DUCT ABOVE
COLLAR, BY FIRE
GYPSUM BOARD 2 HR MINIMUM
SEE ARCHITECTURAL
FIRE RATED ENCLOSURE
FIRE SPRINKLER HEAD
DRAWINGS.
STEEL GREASE DUCT
AIR SPACE.
DUCT. (TYP.)
12"x12" MINIMUM ACCESS
PANEL BOTH SIDES OF
FIRE SPRINKLER HEAD
IN EXHAUST DUCT BELOW
ROOF DECK, BY FIRE
SPRINKLER CONTRACTOR
(3" MIN., 12" MAX.)
VENTILATED CURB. SEE DETAIL.
UPBLAST ROOF EXHAUST FAN WITH
COOKING SURFACE
ON ALL OPEN SIDES
OF COOKING SURFACE
6" MINIMUM OVERHANG
SUPPRESSION SYSTEM
BOLT TO METAL STUDS AND TO
EXHAUST HOODS. FULL LENGTH
CHANNEL SEISMIC BRACING
FLASH SOLID (16 GAUGE MIN.)
3" AIR SPACE. ALL SIDES
STAINLESS STEEL PANEL. ALL
SIDES. RUN TO TOP OF TILE
FOR DIMENSIONS
EXHAUST HOOD
SEE SCHEDULES
SHALL BE INSTALLED IN
ACCORDANCE WITH NFPA 96.
3. PROVIDE ACCESS OPENING
OPPOSITE DUCT ACCESS
DOORS, IN RATED ENCLOSURE.
ACCESS DOORS TO MATCH
ENCLOSURE IN FIRE
PROTECTIVE RATING.
AUTOMATIC WET CHEMICAL FIRE
KITCHEN EXHAUST HOOD
SHALL BE I.C.B.O. AND
ENDS FOR SEISMIC BRACING.
BOLT TO ROOF STRUCTURE
AND TO EXHAUST HOOD.
(4 PER HOOD, 1 AT EACH
INTAKE OR PARAPET.
ROOF LINE
10'-0" MINIMUM FROM
ADJACENT BUILDING,
PROPERTY LINE, AIR
1/2" ROD WITH THREADED
MAX.
SIDE
HANGER
HORIZONTAL
SUPPORT ANGLE
MAXIMUM
SPACING
HANGER SIZES FOR RECTANGULAR DUCT
30"
36"
48"
60"
84"
1" X 18" GAGE STRAP
1/4" ROUND ROD
1/4" ROUND ROD
5/16" ROUND ROD
3/8" ROUND ROD
1 1/2" X 1 1/2" X 1/8"
2" X 2" X 1/8"
2" X 2" X 1/8"
2" X 2" X 1/8"
NONE REQUIRED 10'-0"
8'-0"
8'-0"
8'-0"
8'-0"
HANGER STRAPS
NO POP RIVETS ALLOWED
SELF TAPPING CADMIUM PLATED HEX HEAD
SHEET METAL SCREW STRAPS TO BE TIGHT
AGAINST DUCT.
TOP CHORD OF
TRUSS
DUCT STRAP HANGER DETAIL
1"
NOT TO SCALE
5.NOT TO SCALE
seal & signature
dwg title
twig
cadd
checked by
issue date
AS NOTED
drawn by
02/11/2011
project no.
dwg. no.
scale
cad file
t10-12-0230
375 Beach 92nd StreetQueens, NY 11693
SUBMISSIONS
DATE rev no issue
project
project
375 Beach 92nd StreetQueens, NY 11693
architect
231 West 29th Street - Suite 606, New York, NY 10001
Tel: 212 . 967 . TWIG / Fax: 212 . 967 . 8945
[email protected] www.twigcon.com
A Division of The Wall Consulting Group, Inc. All Rights Reserved. 2007- 2010©
375 Beach 92nd Street M-401.00.dwg
NYC dob#
sheetTHESE PLANS ARE APPROVED ONLY FOR THE WORK ON THE
BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN
ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER
All Drawings And Written Material Herein Constitute The Original And Unpublished Work Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C., And The Same May Not Be Duplicated, Used, Or Disclosed Without The Written Consent Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C. © 2011.
NYCECC NOTES:
TO THE BEST OF MY KNOWLEDGE, BELIEF AND
PROFESSIONAL JUDGMENT, THESE PLANS AND
SPECIFICATIONS ARE IN COMPLIANCE WITH THE
NEW YORK CITY ENERGY CONSERVATION CODE.
02.14.11 1 FILING & PRICING
GROUND FLOORMECHANICALDETAILS
7 of 8
NOTES:
1. ONLY 4-WAY DIFFUSERS SHALL BE USED, PROVIDE BLANK-OFF SHEETMETAL BAFFLE FOR ALL
1-WAY, 2-WAY AND 3-WAY DIFFUSERS.
D
36x24
-
2250 25
355RL TITUS
DESIGNATION
OVERALL
SIZE
SIZE CFM
NOMINAL
NECK MIN-MAX
MANUFACTURERMODEL
CRITERIA
NOISE
REMARKS
C
-
282RL TITUS DOUBLE DEFLECTION
SUPPLY REGISTER
DIFFUSER SCHEDULE (BASED ON TITUS)
DOUBLE DEFLECTION
SUPPLY REGISTER
300
12x12
-CG-A
420
36x4
-
TRG-A
TRG-B
TITUS
355 RL21
CEILING RETURN GRILLE
TITUS
CT-580
25
(BOTH SIDES OF WALL)
TRANSFER GRILLE
A
12x12
8"Ø
121-210 12
CEILING DIFFUSER
OMNI TITUS
B24x24 CEILING DIFFUSEROMNI TITUS
CEILING RETURN GRILLETITUS355 RL2160024x24-CG-B
6"Ø
0-120 12
8"Ø
151-250 13
6"Ø
0-150 12
12"Ø
385-525 16
10"Ø
251-385 15
14"Ø
526-725 18
12x6
151-250 15
8x6
0-150 12
12x10
351-430 16
12x8
251-350 16
18x8
431-525 17
18x10
526-665 18
0-20012x6
TITUS
355 RL
12
(BOTH SIDES OF WALL)
TRANSFER GRILLE
201-34518x6 18
345-60018x10 18
601-95024x12 19
V
VAV DIFFUSER
TITUS
T3-SQ-521
0-300
10"Ø
-
VAV DIFFUSER
TITUS
T3-SQ-521
301-500-
12"Ø
LOCAL MANUFACTURER'S REP: A.D.E. SYSTEMS, INC (516) 568-6500
REMARKSMANUFACTURER/WEIGHT
313
(SWITCH OR
CONTROL
FAN RELAY
DRIVE
BELT OR
BELT
DIRECT
T-STAT)
ELECTRICAL
208/3/60
V/Ø/Hz(IN W.G.)
2.25
SERVIDE
EXHAUSTKE-1
CUBE-200HP
EXHAUST FAN SCHEDULE (BASED ON GREENHECK)
NOTES:
DESIGNATION
3
PRESSURE
STATIC
OR HP)
(WATTS
MOTOR
MODEL
GREENHECK
1.
2.
PROVIDE FACTORY SUPPLIED VARIABLE SPEED SWITCH MOUNTED TO FAN CASING FOR ALL DIRECT DRIVE FANS.
PROVIDE INTEGRAL DISCONNECT SWITCH.
2800
CFM
LOCAL MANUFACTURER'S REP: A.D.E. SYSTEMS, INC (516) 568-6500
S
6
8
10
16
3
4
5.5
8
0-80
81-130
131-330
331-600
20
20
20
20
SPOT DIFFUSERPKSEIHO
REMARKSMANUFACTURER/WEIGHT
313
(SWITCH OR
CONTROL
FAN RELAY
DRIVE
BELT OR
BELT
DIRECT
T-STAT)
ELECTRICAL
208/3/60
V/Ø/Hz(IN W.G.)
2.25
SERVIDE
EXHAUSTKE-1
CUBE-200HP
MAKE-UP AIR FAN SCHEDULE (BASED ON GREENHECK)
NOTES:
DESIGNATION
3
PRESSURE
STATIC
OR HP)
(WATTS
MOTOR
MODEL
GREENHECK
1.
2.
PROVIDE FACTORY SUPPLIED VARIABLE SPEED SWITCH MOUNTED TO FAN CASING FOR ALL DIRECT DRIVE FANS.
PROVIDE INTEGRAL DISCONNECT SWITCH.
2000
CFM
LOCAL MANUFACTURER'S REP: A.D.E. SYSTEMS, INC (516) 568-6500
REMARKS
ELECTRICAL
V/Ø/Hz
OFKW
NO.
DUCT
(IN)
SIZE
CFMSERVICELOCATION
a. OVERHEAT CONTROLS
1. DUCT SIZE TO BE INCREASED AT LOCATION OF DUCT HEATER.
2. THE UNIT FEATURES/OPTIONS SHALL INCLUDE BUT NOT LIMITED TO:
DESIGNATION
NOTES:
d. FAN INTERLOCK RELAY
g. SILENT ACTING MAGNETIC CONTACTORS
f. INTEGRAL DISCONNECT SWITCH
e. CONTROL TRANSFORMERS AND TERMINAL BLOCK
c. AIRFLOW SWITCH
STAGES
ELECTRIC DUCT HEATER SCHEDULE (BASED ON WARREN TECHNOLOGY)
b. STAGING CONTRACTORS FOR STAGES OF HEATING ELEMENT CONTROL
MODELFLA
4. THIS CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE DUCT
HEATER WITH THE CONTROLS CONTRACTOR AND THE ELECTRICAL
CONTRACTOR. PROVIDE POINT-TO-POINT WIRING DIAGRAMS FOR COORDINATION.
3. THE ELECTRIC DUCT HEATER SHALL BE LOCATED NO CLOSER THAN 4 FT.
DOWNSTREAM OR 2 FEET UPSTREAM FROM FAN OUTLET, ELBOW, ETC.
LOCAL MANUFACTURER'S REP: DNT ENTERPRISES (212) 682-0797
208/3/603622x14 200AC-18-318TH FLOOREDH-1 CBK-18
-
seal & signature
dwg title
twig
cadd
checked by
issue date
AS NOTED
drawn by
02/11/2011
project no.
dwg. no.
scale
cad file
t10-12-0230
375 Beach 92nd StreetQueens, NY 11693
SUBMISSIONS
DATE rev no issue
project
project
375 Beach 92nd StreetQueens, NY 11693
architect
231 West 29th Street - Suite 606, New York, NY 10001
Tel: 212 . 967 . TWIG / Fax: 212 . 967 . 8945
[email protected] www.twigcon.com
A Division of The Wall Consulting Group, Inc. All Rights Reserved. 2007- 2010©
375 Beach 92nd Street M-601.00.dwg
NYC dob#
sheetTHESE PLANS ARE APPROVED ONLY FOR THE WORK ON THE
BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN
ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER
All Drawings And Written Material Herein Constitute The Original And Unpublished Work Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C., And The Same May Not Be Duplicated, Used, Or Disclosed Without The Written Consent Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C. © 2011.
NYCECC NOTES:
TO THE BEST OF MY KNOWLEDGE, BELIEF AND
PROFESSIONAL JUDGMENT, THESE PLANS AND
SPECIFICATIONS ARE IN COMPLIANCE WITH THE
NEW YORK CITY ENERGY CONSERVATION CODE.
02.14.11 1 FILING & PRICING
GROUND FLOORMECHANICALSCHEDULES
8 of 8
1. PRIOR TO SUBMISSION OF THE BID, THIS CONTRACTOR SHALL VISIT THE SITE AND BECOME
FAMILIAR WITH ALL EXISTING CONDITIONS TO DETERMINE THEIR IMPACT ON THE
EXECUTION OF WORK IN THIS CONTRACT.
2. THE DEMOLITION WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, ANY AND ALL MATERIALS,
CONNECTIONS, EXTENSIONS, CUTTING, REPAIRING AND OTHER ELECTRICAL WORK,
TEMPORARY OR PERMANENT, THAT MAY BE REQUIRED TO MAINTAIN SERVICE THROUGH
THE COMPLETION OF THIS PROJECT. COORDINATE THE EXTENT OF THE DEMOLITION WORK
WITH THE ARCHITECT.
3. EXISTING FEEDERS FIE ALARM CABLES PASSING THROUGH THE AREA OF DEMOLITION AND
SERVING OCCUPIED ADJACENT AREAS AND/OR INTERFERING WITH THE NEW WORK SHALL
BE TRACED AND RELOCATED BY THIS CONTRACTOR. ALL NECESSARY SHUTDOWNS
REQUIRED TO PERFORM THIS WORK SHALL BE COORDINATED WITH THE BUILDING
MANAGEMENT.
4. EXISTING BASE BUILDING FIRE ALARM SYSTEM DEVICES ARE TO REMAIN AND KEPT
OPERATIONAL DURING ALL STAGES OF THE PROJECT. ALL DEVICES SHALL BE PROPERLY
PROTECTED.
FIRE ALARM DEMOLITION NOTES
FIRE ALARM GENERAL NOTES
FIRE ALARM PRE-DEMOLITION NOTES
1. PRIOR TO COMMENCEMENT OF DEMOLITION WORK, CONTRACTOR SHALL UNDERTAKE
ELECTRICAL SURVEY TO TRACE ALL EXISTING CABLES. CONTRACTOR SHALL CLEARLY
IDENTIFY ALL CABLES THAT SERVE EXISTING TO REMAIN DEVICES AND EQUIPMENT WITHIN
OR OUTSIDE THE DEMISED AREA TO BE DEMOLISHED. THIS SHALL INCLUDE CABLES THAT
PASS THROUGH AND/OR SERVE THE SPACE AND EXTEND OUTSIDE THE DEMISED AREA ON
AND OFF THE FLOOR.
(NOT ALL ABBREVIATIONS ARE NECESSARILY USED ON THIS PROJECT)
FT FEET
G, GND GROUND
GEN GENERATOR
HZ HERTZ
IG ISOLATED GROUND
JB JUNCTION BOX
MAX MAXIMUM
MD MOTORIZED DAMPER
MECH MECHANICAL
MER MECHANICAL
EQUIPMENT ROOM
MTD MOUNTED
(N) NEW
NE NEW TO REPLACE
EXISTING
NIC NOT IN CONTRACT
NTS NOT TO SCALE
PB PULL BOX
R REMOVE EXISTING
EQUIPMENT
RCU REMOTE COMPUTERIZED
UNIT PANEL
RE RELOCATED EXISTING
(NEW LOCATION)
RM ROOM
SD SMOKE DETECTOR
SPEC SPECIFICATION
TTB TERMINAL BOX
TYP TYPICAL
UON UNLESS OTHERWISE
NOTED
W WIRE
WP WEATHERPROOF
X REMOVE
A AMP/AMPERE
ACU AIR CONDITIONING UNIT
ADA AMERICANS WITH
DISABILITIES ACT
AFF ABOVE FURNISHED
FLOOR
AHJ AUTHORITIES HAVING
JURISDICTION
AHU AIR HANDLING UNIT
AWG AMERICAN WIRE GAUGE
C, CDT CONDUIT
CAC COMPUTER ROOM
GRADE AIR
CONDITIONING UNIT
CKT CIRCUIT
CU COPPER
DGP DATA GATHERINE PANEL
DWG DRAWING
E EXISTING TO REMAIN
EC ELECTRICAL
CONTRACTOR
EF EXHAUST FAN
ELEC ELECTRICAL
EM EMERGENCY
(ER) EXISTING TO BE
RELOCATED
FA FIRE ALARM
FBO FURNISHED BY OTHERS,
INSTALLED AND WIRED
BY THE ELECTRICAL
CONTRACTOR
FCO FUSED CUT OUT
FCS FIRE COMMAND STATION
FIBO FURNISHED AND
INSTALLED BY OTHERS,
WIRED BY THE
ELECTRICAL
CONTRACTOR
FSD FIRE SMOKE DAMPER
FIRE ALARM ABBREVIATIONS
FIRE ALARM LEGEND
ELECTRICAL CONTRACTOR MAY REUSE EXISTING SPEAKER OR STROBE
CIRCUITS ON THE FLOOR AS LONG AS THEY ARE CODE COMPLIANT AND IN A
FULLY FUNCTIONING CONDITION. IF CIRCUITS ARE NOT ADEQUATE TO SUPPORT
LOAD, PROVIDE A MINIMUM OF TWO (2) CIRCUITS FOR FIRE ALARM SYSTEM
SPEAKERS AND, A MINIMUM OF TWO (2) CIRCUITS FOR FIRE ALARM SYSTEM
STROBES. CONNECT SPEAKERS AND STROBES ON ALTERNATING CIRCUITS SO
THAT THE FAILURE OF ONE CIRCUIT WILL NOT DISABLE TOTAL ALARM
AUDIBILITY THROUGHOUT THE FLOOR. DEVICES SHALL BE ALTERNATELY WIRED
THROUGHOUT THE FLOOR SO THAT NO TWO DEVICES, ADJACENT TO EACH
OTHER IN A GIVEN FIELD OF VIEW SHALL BE ON THE SAME CIRCUIT.
ALL DUCT MOUNTED SMOKE DETECTORS INSTALLED CONCEALED ABOVE HUNG
CEILING, ETC, SHALL BE PROVIDED WITH A REMOTE LED TO PROVIDE A RAPID
VISIBLE INDICATION OF THE DETECTOR LOCATION AND STATUS FROM THE
OCCUPIED SPACE.
ELECTRICAL CONTRACTOR SHALL FILE FORM A-433 "APPLICATION FOR
ELECTRICAL INSPECTION" WITH THE BUREAU OF FIRE PREVENTION.
ELECTRICAL CONTRACTOR SHALL THEN ACCOMPANY THE FIRE DEPARTMENT
INSPECTOR DURING HIS INSPECTION OF THE SYSTEM. MAKE ALL ADJUSTMENTS
REQUIRED BY THE INSPECTOR RESULTING FROM ISSUANCE OF "NOTICE OF
DEFECTS" AND REQUEST FOR ADDITIONAL INSPECTIONS AS REQUIRED UNTIL A
NON-CONDITIONAL APPROVAL IS RECEIVED FROM THE FIRE DEPARTMENT.
'T' TAPPING OR SPLICING IS NOT ALLOWED.
ALL NEW FIRE ALARM CABLE SHALL BE RUN PARALLEL AND PERPENDICULAR -
NO DIAGONAL RUNS. SUPPORTS SHALL BE PROVIDED EVERY 5'-0" ON CENTER.
ALL PROGRAMMING MUST BE UNDERTAKEN BY THE BASE BUILDING FIRE
ALARM VENDOR AND ALL FINAL TERMINATIONS MUST BE SUPERVISED (AS
A MINIMUM) BY A FIRE ALARM VENDOR TECHNICIAN. ELECTRICAL
CONTRACTOR SHALL RETAIN BUILDING FIRE ALARM VENDOR FOR THIS
SCOPE.
PROVIDE REMOTE LED FOR FSD'S ABOVE HUNG CEILING. LED TO BE VISIBLE FROM TENANT SPACE TO
STROBES SHALL BE WIRED SO THAT THEY REMAIN ACTIVE AFTER SILENCE FUNCTION IS PERFORMED.
AFTER ALARM INDICATION ALL FANS SHALL BE MANUALLY RESET INDEPENDENT OF FACP RESET.
REMOVE EXISTING FIRE ALARM DEVICES AND RELOCATE FOR REUSE AS PER DRAWINGS.
INDICATE LOCATION/OPERATION.
INSTALL SMOKE DETECTORS A MINIMUM OF 3'-0" FROM ANY SUPPLY OR RETURN OPENING.
NATIONAL ELECTRIC CODE.
BUILDING VENDOR AND HAS INCLUDED ALL COMPONENTS FOR A CODE COMPLIANT SYSTEM.
INITIATED BY TENANT, WILL NOT BE ACCEPTED.
ADDITIONAL CLAIMS FOR CHANGES IN VENDOR SCOPE OR ADDITIONAL DEVICES/COMPONENTS, UNLESS
ALL WIRING INCLUDING GROUNDING TO BE INSTALLED ACCORDING TO THE LATEST VERSION OF THE
RELAYS, CONTROL PANELS, POWER BOOSTER PANELS, ETC. CONTRACTOR AND VENDOR SHALL ALSO
TO DEVELOP AND DESIGN A CODE COMPLIANT, FULLY FUNCTIONAL FIRE ALARM SYSTEM, THE DESIGN
ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE THE SERVICES OF THE BASE BUILDING FIRE ALARM VENDOR
BUILDING MANAGER IMMEDIATELY.
DEVICES AT ALL TIMES.
SEQUENCE OF OPERATION PRIOR TO FIRE INSPECTION.
ADVANCE TO ALLOW ADEQUATE TIME FOR ANY TEMPORARY FIRE WATCHES TO BE SCHEDULED.
SYSTEM TO BE PAID BY THIS CONTRACTOR, AND INCLUDED IN THE BASE BID.
ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN AND PROTECT ALL FIRE ALARM
SPEAKERS, SMOKE DETECTORS, FIRE WARDEN STATIONS AND OTHER FIRE ALARM SAFETY DEVICES IN
OPERATION AT ALL TIMES. IF ANY PORTION OF THE FIRE ALARM SYSTEM IS DISABLED, NOTIFY
AFTER THE SYSTEM MODIFICATIONS ARE COMPLETE, TEST ALL COMPONENTS IN ACCORDANCE WITH
ALL FIRE ALARM SYSTEM SHUTDOWNS SHALL BE COORDINATED WITH THE BUILDING MANAGEMENT IN
ALL COST ASSOCIATED WITH CONNECTIONS AND REPROGRAMMING OF THE EXISTING FIRE ALARM
IT IS THIS CONTRACTOR'S RESPONSIBILITY TO MAINTAIN OPERATION OF ALL EXISTING FIRE ALARM
DOCUMENTS INDICATE GENERAL INTENT OF AUDIO, VISUAL, AND ACTIVATION DEVICES. CONTRACTOR
DOCUMENTS.
INCLUDE ALL COMPONENTS TO UPGRADE THE EXISTING BASE BUILDING SYSTEM EXPANSION
ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR FILING DRAWINGS AND NECESSARY
INSPECTION FEES SHALL BE INCLUDED AS PART OF THIS CONTRACT. WHEN REQUIRED, THE
CONTRACTOR SHALL RETAIN A LICENSED PROFESSIONAL ENGINEER TO SIGN AND SEAL THE
INCLUDING, BUT NOT LIMITED TO SMOKE DETECTORS, PULL STATIONS, WARDEN STATIONS, INTERFACE
INCLUDING, BUT NOT LIMITED TO, RELAY CARDS, STROBE CONTROL PANELS, AMPLIFIERS, ETC...
DOCUMENTATION FOR PERMIT PRIOR TO THE COMMENCEMENT OF THE WORK . ALL PERMIT COSTS,
SUBMISSION OF BID ACKNOWLEDGES THAT ELECTRICAL CONTRACTOR HAS CONTACTED THE BASE
SHALL INCLUDE IN THEIR BID ALL DEVICES REQUIRED BY LOCAL FIRE ALARM INSPECTORS
SPEAKER/STROBE UNITS SHALL NOT HAVE ANY OTHER DEVICES OR APPARATUS
WITHIN FIVE (5) FEET OF DEVICE.
FLOOR.
THAT IS CONSISTANT WITH LOCAL FIRE MARSHALLS OFFICE REQUIREMENTS.
SPEAKERS SHALL BE TAPPED TO PROVIDE 15dB ABOVE THE AMBIENT NOISE LEVEL. UNLESS
OTHERWISE NOTED, SPEAKERS SHALL BE TAPPED AT 1/4 WATT MINIMUM IN OFFICE AREAS.
PROVIDE OUTLET BOXES, ETC... FOR ALL DEVICES AS REQUIRED.
FIRE ALARM RISER DIAGRAM SHOWN IS FOR GENERAL ARRANGEMENT AND SHALL BE USED FOR
ESTIMATING ONLY. ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING FIELD CONDITIONS AND OBTAIN
POINT TO POINT WIRING DIAGRAM FROM BUILDING FIRE ALARM VENDOR PRIOR TO INSTALLATION,
CONTRACTOR SHALL PERFORM SOUND POWER TESTING BEFORE AND AFTER THE INSTALLATION IS
COMPLETE AND SHALL ADJUST TAP SETTING AS REQUIRED TO OBTAIN THE REQUIRED SOUND LEVEL.
ELECTRICAL CONTRACTOR MAY REUSE EXISTING SPEAKER OR STROBE CIRCUITS ON THE RESPECTIVE
FLOOR AS LONG AS THEY ARE CODE COMPLIANT. IF CIRCUITS ARE NOT ADEQUATE TO SUPPORT
LOAD, PROVIDE TWO (2) CIRCUITS FOR FIRE ALARM SYSTEM SPEAKERS AND, TWO (2) CIRCUITS FOR
FIRE ALARM SYSTEM STROBES. CONNECT SPEAKERS AND STROBES ON ALTERNATING CIRCUITS SO
THAT THE FAILURE OF ONE CIRCUIT WILL NOT DISABLE TOTAL ALARM AUDIBILITY THROUGHOUT THE
ALL FIRE ALARM DEVICES SHALL BE FLUSH MOUNTED, UNLESS OTHERWISE NOTED.
SHUTDOWN OF A/C UNITS SHALL BE PERFORMED VIA A RELAY INTERFACE WITH
THE CLASS FIRE ALARM SYSTEM. A/C UNIT RE-START SHALL BE MANUAL AT THE
UNIT. PROVIDE REQUIRED COMPONENTS IN A NEMA-1 ENCLOSURE PAINTED RED
WITH A MOMENTARY PUSHBUTTON. PROVIDE AN ENGRAVED NAMEPLATE
READING "A/C UNIT RESTART". RESTART BUTTON SHALL BE LOCATED ADJACENT
TO UNIT SERVED. REMOTE RESTART LOCATED ON THE FIRE COMMAND STATION
OR PREACTION CONTROL PANEL IS ALSO ACCEPTABLE.
FIRE ALARM CABLES SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS:
1. A MINIMUM TEMPERATURE RATING OF 200°C.
2. A MINIMUM AVERAGE INSULATION THICKNESS OF 15 MILS.
3. A MINIMUM AVERAGE JACKET THICKNESS OF 25 MILS.
4. THE COLOR OF THE CABLE SHALL BE RED.
5. THE CABLE SHALL BE TYPE FPLP (PLENUM TYPE)
6. THE CABLE SHALL BE VISIBLY MARKED EXTERNALLY "FIRE ALARM".
7. THE CABLE SHALL MEET THE ABOVE REQUIREMENTS AND HAVE UL 1424 AND
UL 910 LISTING.
8. CABLES SHALL BE APPROVED FOR LOCAL AHJ.
9. CABLES SHALL BE LABELED "NYC CERTIFIED" AND INSTALLED IN ACCORDANCE
WITH RS17-3 AND RS 17-5.OF THE BUILDING CODE OF NEW YORK CITY,
DEPARTMENT OF BUILDINGS DIRECTIVES, NEW YORK CITY ELECTRICAL CODEM
NFPA STANDARDS AND ALL OTHER APPLICABLE CODES AND REGULATIONS
ALL EQUIPMENT SHALL BE UL LISTED, MEET REQUIREMENTS OF NFPA 72 AND 90 A, ALL
APPLICABLE CODES AND LOCAL LAWS, AND BE INSTALLED AND CONNECTED IN
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. ALL
FINAL CONNECTIONS TO BE MADE BY THIS CONTRACTOR WITH THE APPROVAL AND
SUPERVISION OF THE BASE BUILDING FIRE ALARM SYSTEM VENDOR.
FIRE ALARM SEQUENCE OF OPERATION
ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE WITH BUILDING FIRE
ALARM MAINTENANCE VENDOR (HONEYWELL 516 302 9433) FOR TYPE OF FIRE
ALARM DEVICES TO BE USED. ALL NEW DEVICES INSTALLED SHALL BE COMPATIBLE
AND CONSISTENT WITH THE EXISTING BUILDING FIRE ALARM SYSTEM
INSTALLATION.
CONTRACTOR SHALL FURNISH A COPY OF "FDNY LETTER OF APPROVAL" TO
THE BUILDING MANAGEMENT.
FIRE ALARM DRAWING LIST
SHEET # DWG # DESCRIPTION
FA-101.00 GROUND LEVEL: FIRE ALARM - SYMBOLS & NOTES
FA-301.00GROUND LEVEL: FIRE ALARM - PLAN, RISER & NOTES
1
2
FIRE ALARM NOTES
1. REFER TO DRAWING E-101 FOR GENERAL NOTES.
2. REFER TO SPECIFICATIONS FOR BASE BUILDING VENDOR DESIGN/BUILD REQUIREMENTS.
3. DOCUMENTS SHOW GENERAL LOCATIONS OF ACTIVATION & ANNUNCIATION DEVICES. CONTRACTOR SHALL
COORDINATE WITH BASE BUILDING FIRE ALARM VENDOR FOR ALL SYSTEM ADDITIONS, UPGRADES, ETC. WHICH
MAY BE REQUIRED BUT MAY NOT BE FULLY REPRESENTED IN THESE PLANS. REFER TO SPECIFICATION
SECTIONS FOR CONTRACTOR/VENDOR DESIGN BUILD REQUIREMENTS.
4. CONTRACTOR SHALL NOT REMOVE ANY EXISTING BASE BUILDING FIRE ALARM DEVICE WITHOUT PRIOR
APPROVAL BY THE BUILDING MANAGEMENT.
5. MAINTAIN THE OPERATION OF THE EXISTING FIRE ALARM SYSTEM AND WIRING. IF DEVICES ARE REMOVED
DURING DEMOLITION OR CONSTRUCTION, THEY MUST BE COMPLETELY FUNCTIONAL PRIOR TO TENANT
OCCUPANCY. COORDINATE NEW INSTALLATION WITH THE BUILDING MANAGEMENT COMPANY.
6. NEW FIRE ALARM STROBE DEVICES SHALL BE A MINIMUM OF 15/75 CANDELA PER ADA REQUIREMENTS.
7. NEW FIRE ALARM STROBE & SPEAKERS/STROBE DEVICES SHALL BE WALL OF COLUMN MOUNTED AT A
MINIMUM OF 80 INCHES ABOVE THE FLOOR OR 6 INCHES BELOW CEILING WHICHEVER IS LOWER.
8. ALL FIRE ALARM WIRING SHALL BE TEFLON 'RED' APPROVED TO USE IN NEW YORK CITY.
9. IN THE ACCESSIBLE HUNG CEILING ROUTE FIRE ALARM WIRING EXPOSED, OTHERWISE IN CONDUIT.
10. ALL FIRE ALARM DEVICES & EQUIPMENT MUST BE BS&A AND M.E.A. APPROVED AND SHALL BE COMPATIBLE
WITH BASE BUILDING FIRE ALARM SYSTEM AND SHALL MATCH BUILDING STANDARDS. COORDINATE WITH
BUILDING FIRE ALARM VENDOR. STROBES & SPEAKER/STROBES SHALL HAVE WHITE FINISH, COORDINATE WITH
ARCHITECT.
11. LOCATIONS OF ALL DEVICES REQUIRE ARCHITECT'S/ENGINEER'S APPROVAL PRIOR TO INSTALLATION.
CONTRACTOR SHALL LOCATE ALL DEVICES IN FIELD & OBTAIN ARCHITECT SIGN OFF PRIOR TO INSTALLATION
OF ANY ROUGHING DEVICE. ANY DEVICES INSTALLED WITHOUT ARCHITECT'S APPROVAL THAT
ARCHITECT/ENGINEER REQUESTS TO BE RELOCATED, SHALL BE MOVED AT NO ADDITIONAL COST.
12. ALL STROBE & SPEAKER/STROBE DEVICES, INSTALLED IN CONFERENCE ROOMS SHALL BE LOCATED ABOVE
LIGHT SWITCHES. REFER TO ARCHITECTURAL DETAILS.
13. SPEAKER/STROBE DEVICES SHALL BE INSTALLED IN ALL COMMON AREAS SO THAT NO SPACE IS MORE THAN
50 FEET FROM A SPEALER/STROBE DEVICE
14. ALL STROBE LIGHTS WITHIN A GIVEN FIELD OF VIEW SHALL BE SYNCHRONIZED
15. ALL SMOKE DETECTORS SHALL BE LOCATED AND INSTALLED MORE THAN 3-FEET AWAY FROM AN AIR
SUPPLY DIFFUSER.
16. A MINIMUM OF TWO (2) SPEAKER AND TWO (2) STROBE CIRCUITS SHALL BE INSTALLED THROUGHOUT FLOOR.
DEVICES SHALL BE ALTERNATELY WIRED THROUGHOUT FLOOR SO THAT NO TWO DEVICES, ADJACENT TO EACH
OTHER IN A GIVEN FIELD OF VIEW SHALL BE ON THE SAME CIRCUIT.
17. CONTRACTOR SHALL TRACE & REMOVE ALL EXISTING FIRE ALARM WIRING NO LONGER IN USE.
18. ALL EXISTING DUCT DETECTORS & FIRE DAMPERS SHALL REMAIN.
19. PROVIDE ALL NEW FIRE ALARM CABLING FOR ALL RELOCATED DEVICES.
20. ALL EXISTING FIRE ALARM WIRING, THAT IS TO REMAIN, SHALL BE PROPERLY SUPPORTED OR RE-SUPPORTED
BY THIS CONTRACTOR. ALL CABLING, NEW IR EXISTING, SHALL BE INDEPENDENTLY SUPPORTED FROM SLAB
OR BEAMS AT A MINIMUM OF 5 FEET ON CENTER. PROVIDE APPROVED BRIDAL RINGS OR OTHER APPROVED
SUPPORTS AS REQUIRED.
21. ALL FIRE ALARM CABLING, PASSING THRU NON RATED SHEETROCK WALLS, SHALL PASS THRU WALL
INDEPENDENT OF DUCTS, MC CABLING, SECURITY CABLING ETC. FIRE ALARM CABLING SHALL NOT TOUCH
ANY OTHER SERVICE WHILE PASSING THRU WALLS. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT
SLEEVES FOR ALL CABLING PASSING THUR SHEETROCK WALLS.
22. REPLACE EXISTING FIRE ALARM DEVICE WITH NEW.
23. REPLACE EXISTING SMOKE DETECTOR WITH NEW. CONNECT NEW SMOKE DETECTOR TO NEW WIRING AS
REQUIRED AND REINSTALL IN NEW CEILING AT SAME LOCATION.
24. REMOVE EXISTING FIRE ALARM DEVICE AND REPLACE EXISTING WIRING TO KEEP CONTINUITY IN FIRE ALARM
LOOP AS REQUIRED.
(NOT ALL SYMBOLS ARE NECESSARILY USED ON THIS PROJECT)
SOUND A "SLOW WHOOP ALARM TONE ON ALL VOICE/TONE ALARM SPEAKERS ON THE FLOOR OF ALARM INITIATION AND THE
FLOOR ABOVE THE FLOOR OF THE ALARM INITIATION. SOUND AN ALERT TONE SIMULTANEOUSLY ON ALL OTHER FLOORS.
SHUTDOWN ALL AIR HANDLING SYSTEM OR UNITS (GREATER THAN 2,00CFM) LOCATED ON OR SERVING THE FLOOR OF ALARM
AN ALARM SIGNAL SHALL BE TRANSMITTED TO AN APPROVED CENTRAL STATION VIA DEDICATED TELEPHONE LINES.
ACTIVATION OF ANY AREA SMOKE DETECTOR (EXCLUDING ELEVATOR RELATED SMOKE DETECTORS) OR DUCT SMOKE DETECTOR AS A
FLOOR ABOVE THE FLOOR OF THE ALARM INITIATION. SOUND AN ALERT TONE SIMULTANEOUSLY ON ALL OTHER FLOORS.
SHUTDOWN ALL AIR HANDLING SYSTEM OR UNITS (GREATER THAN 2,00CFM) LOCATED ON OR SERVING THE FLOOR OF ALARM
AN ALARM SIGNAL SHALL BE TRANSMITTED TO AN APPROVED CENTRAL STATION VIA DEDICATED TELEPHONE LINES.
SOUND A "SLOW WHOOP ALARM TONE ON ALL VOICE/TONE ALARM SPEAKERS ON THE FLOOR OF ALARM INITIATION AND THE
5.LOSS OF NORMAL POWER, OPEN CIRCUIT OR CIRCUIT FAULTS IN ELECTRICALLY SUPERVISED CIRCUITS SHALL:
SOUND AUDIBLE SIGNAL AT THE FIRE COMMAND STATION.
TRANSMIT A SUPERVISORY INDICATION TO THE CENTRAL STATION AGENCY.B.
A.
RELEASE ALL MAGNETICALLY HELD DOORS ON THE FLOOR OF ALARM INITIATION.
ACTIVATION OF A HVAC SYSTEM DUCT SMOKE DETECTOR UNIT SHALL:
FLASH THE "FIRE" SIGN LOCATED IN THE PROXIMITY OF THE FIRE COMMAND STATION.
FLASH ALL ALARM STROBE LIGHTS ON THE FLOOR OF ALARM AND THE FLOOR ABOVE.
INITIATION AND CLOSE ANY SMOKE OR FIRE/SMOKE DAMPERS RELATED TO THOSE SYSTEMS.
FLASH THE "FIRE" SIGN LOCATED IN THE PROXIMITY OF THE FIRE COMMAND STATION.
FLASH ALL ALARM STROBE LIGHTS ON THE FLOOR OF ALARM AND THE FLOOR ABOVE.
INITIATION AND CLOSE ANY SMOKE OR FIRE/SMOKE DAMPERS RELATED TO THOSE SYSTEMS.
E.
D.
C.
3.
A.
B.
FLOOR RETURN DUCT SHALL AUTOMATICALLY:
E.
F.
C.
D.
2.
A.
B.
FLOOR ABOVE THE FLOOR OF THE ALARM INITIATION. SOUND AN ALERT TONE SIMULTANEOUSLY ON ALL OTHER FLOORS.
SOUND A "SLOW WHOOP ALARM TONE ON ALL VOICE/TONE ALARM SPEAKERS ON THE FLOOR OF ALARM INITIATION AND THE
AN ALARM SIGNAL SHALL BE TRANSMITTED TO AN APPROVED CENTRAL STATION VIA DEDICATED TELEPHONE LINES.
OPERATION OF ANY MANUAL PULL STATION SHALL:
FLASH THE "FIRE" SIGN LOCATED IN THE PROXIMITY OF THE FIRE COMMAND STATION.
FLASH ALL ALARM STROBE LIGHTS ON THE FLOOR OF ALARM AND THE FLOOR ABOVE.
A.
C.
D.
B.
1.
A. ANNUNCIATE A SUPERVISORY CONDITION AT FIRE COMMAND STATION.
OPERATION OF A TAMPER SWITCH WILL:
B. TRANSMIT A SUPERVISORY SIGNAL TO THE CENTRAL STATION.
4.
IN THE EVENT OF AN AUTOMATIC OR MANUAL FIRE ALARM DEVICE INITIATION ON THE FLOOR OR THE FLOOR BELOW THE FOLLOWING
SHALL OCCUR:
6. ACTIVATION OF ELEVATOR RECALL SMOKE DETECTOR SHALL:
A. ACTIVATION OF ELEVATOR LOBBY SMOKE DETECTOR, SHAFT, PIT HEAT AND SMOKE DETECTOR SHALL ACTIVATE
THE ELEVATOR RECALL SYSTEM. ACTIVATION OF THE FIRE ALARM SYSTEM ALSO SHALL ACTIVATE TH EELEVATOR
RECALL SYSTEM AS WELL. UPON ACTIVATION OF RECALL, ELEVATOR SHALL RETURN TO A DESIGNATED
FLOOR. PROVIDE MANUAL OVERRIDE FOR FIRE MARSHAL. SEQUENCE OF OPERATION FOR ELEVATOR RECALL
SHALL BE AS DIRECTED BY FIRE MARSHAL.
END OF LINE RESISTOR
EXISTING TO BE REMOVED
EXISTING
NEW
PUBLIC ADDRESS CEILING MOUNTED SPEAKER.
FIRE ALARM CONTROL PANEL.
WATER FLOW SWITCH.
TAMPER SWITCH.
REMOTE ANNUNCIATOR PANEL.
DUCT MOUNTED SMOKE DETECTOR WITH SAMPLING
TUBE.
`R' DENOTES RETURN; `S' DENOTES SUPPLY
SMOKE DETECTOR. 'C' INDICATES ABOVE CEILING.
WALL MOUNTED FIRE SIGNAL STROBE - 80" A.F.F. OR
6" BELOW HUNG CEILING WHICHEVER IS LOWER.
WALL MOUNTED FIRE SIGNAL COMBINATION
STROBE/HORN - 80" A.F.F. OR 6" BELOW HUNG CEILING
WHICHEVER IS LOWER.
WALL MOUNTED MANUAL FIRE PULL STATION - 48"
A.F.F., U.O.N.
C
HEAT DETECTOR. 'C' INDICATES ABOVE CEILING.
CARD READER
R
S
C
F
F
F
S
H
D
FACP
ANN
TS
WF
WARDEN PHONE/FIREMANS JACK
WP
S
CR
NO
RTH
SITE PLAN: 375 BEACH 92ND STREET, QUEENS , NY
BLOCK #: 16109
LOT #: 43
9
2
S
N
S
T
R
E
E
T
B
E
A
C
H
C
H
A
N
N
E
L
D
R
3
7
5
J
A
M
A
I
C
A
B
A
Y
seal & signature
dwg title
twig
cadd
checked by
issue date
AS NOTED
drawn by
02/11/2011
project no.
dwg. no.
scale
cad file
t10-12-0230
375 Beach 92nd StreetQueens, NY 11693
SUBMISSIONS
DATE rev no issue
project
project
375 Beach 92nd StreetQueens, NY 11693
architect
231 West 29th Street - Suite 606, New York, NY 10001
Tel: 212 . 967 . TWIG / Fax: 212 . 967 . 8945
[email protected] www.twigcon.com
A Division of The Wall Consulting Group, Inc. All Rights Reserved. 2007- 2010©
375 Beach 92nd Street FA-101.00.dwg
NYC dob#
sheetTHESE PLANS ARE APPROVED ONLY FOR THE WORK ON THE
BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN
ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER
All Drawings And Written Material Herein Constitute The Original And Unpublished Work Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C., And The Same May Not Be Duplicated, Used, Or Disclosed Without The Written Consent Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C. © 2011.
NYCECC NOTES:
TO THE BEST OF MY KNOWLEDGE, BELIEF AND
PROFESSIONAL JUDGMENT, THESE PLANS AND
SPECIFICATIONS ARE IN COMPLIANCE WITH THE
NEW YORK CITY ENERGY CONSERVATION CODE.
02.14.11 1 FILING & PRICING
GROUND FLOORFIRE ALARMSYMBOLS & NOTES
1 OF 2
GROUND FLOOR:FIRE ALARM PLAN
SCALE: 3/16" - 1'-0"
FIRE ALARM PARTIAL RISER DIAGRAM
N.T.S
DGP
GROUND FLOOR
EXISTING FIRE ALARM
SYSTEM CONTROL PANEL(S)
(COORDINATE W/ FA VENDOR)
"CLASSIC"
GENERAL FIRE ALARM NOTES
1. FOR SYMBOL LIST ABBREVIATIONS AND FIRE ALARM
NOTS REFER TO DRAWINGS FA-101
2. WHERE SHOWN ELECTRICAL CONTRACTOR SHALL
COORDINATE INSTALLATION, WIRING AND TESTING
WITH MECHANICAL CONTRACTOR.
3. ELECTRICAL CONTRACTOR SHALL PERFORM ALL
WORK AND PAY ALL FEEDS REQUIRED TO RETAIN THE
SERVICES OF THE EXISTING BUILDING FIRE ALARM
SYSTEM SERVICE VENDOR TO PROGRAM AND TEST
ALL ALARM AND COMMUNICATIONS DEVICES
INSTALLED UNDER THIS CONTRACT.
WARDEN PHONE/FIREMANS JACK
WP
4. FIRE ALARM DEVICE INSTALLATION SHALL COMPLY
WITH 2008 NYC CONSTRUCTION CODES, ELECTRICAL
WORK SHALL COMPLY WITH 1 RCNY 4000-06,
EQUIPMENT / DEVICES USED SHALL BE BY
APPROVED MANUFACTURERS AND SHALL BE LISTED
FOR THEIR USE.
WP
WP
WP WP
seal & signature
dwg title
twig
cadd
checked by
issue date
AS NOTED
drawn by
02/11/2011
project no.
dwg. no.
scale
cad file
t10-12-0230
375 Beach 92nd StreetQueens, NY 11693
SUBMISSIONS
DATE rev no issue
project
project
375 Beach 92nd StreetQueens, NY 11693
architect
231 West 29th Street - Suite 606, New York, NY 10001
Tel: 212 . 967 . TWIG / Fax: 212 . 967 . 8945
[email protected] www.twigcon.com
A Division of The Wall Consulting Group, Inc. All Rights Reserved. 2007- 2010©
375 Beach 92nd Street FA-301.00.dwg
NYC dob#
sheetTHESE PLANS ARE APPROVED ONLY FOR THE WORK ON THE
BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN
ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER
All Drawings And Written Material Herein Constitute The Original And Unpublished Work Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C., And The Same May Not Be Duplicated, Used, Or Disclosed Without The Written Consent Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C. © 2011.
NYCECC NOTES:
TO THE BEST OF MY KNOWLEDGE, BELIEF AND
PROFESSIONAL JUDGMENT, THESE PLANS AND
SPECIFICATIONS ARE IN COMPLIANCE WITH THE
NEW YORK CITY ENERGY CONSERVATION CODE.
02.14.11 1 FILING & PRICING
GROUND FLOORFIRE ALARMPLAN, RISER & NOTES
2 of 2
PLUMBING LINE REPRESENTATION PLUMBING ABBREVIATIONS
PLUMBING DRAWING NOTATIONS
CM
AFF
BFP
CODP
DN
DIA
EWC
CW
FL
FD
FFD
HB
IM
HWR
HW
FS
FAI
MR
MIN
LAV
LDR
NO
RD
RPZ
RTU
UR
SS
SH
W
VB
VTR
WH
WC
WATER CLOSET (FLUSH VALVE-WALL HUNG)
WALL HUNG WATER CLOSET (ELEVATION)
THREE COMPARTMENT SINK (ELEVATION)
TWO-COMPARTMENT SINK (ELEVATION)
BIDET (ELEVATION)
WATER CLOSET (ELEVATION)
KITCHEN SINK (ELEVATION)
MOP RECEPTOR (ELEVATION)
WATER CLOSET (ELEVATION)
E, EDA WATER COOLER ELEVATION
ROOF DRAIN (ELEVATION)
URINAL (ELEVATION)
SLOP SINK (ELEVATION)
LAVATORY (ELEVATION)
BATHTUB (ELEVATION)
THREE COMPARTMENT SINK
MOP RECEPTOR
MOP RECEPTOR
WATER CLOSET
WATER CLOSET (FLUSH TANK)
URINAL
BIDET
BATHTUB
SHOWER
LAVATORY
SLOP SINK
KITCHEN SINK
LAVATORY
PRESSURE GAGE
VACUUM BREAKER
VACUUM BREAKER
TWO-COMPARTMENT SINK
ELECTRONIC WATER COOLER
DOMESTIC WATER METER
THERMOMETER
THERMOWELL
FLOW SWITCH
PIPE SLEEVE
PIPE GUIDE
UNION
FUNNEL FLOOR DRAIN
SHOCK ABSORBER
FRESH AIR INLET
TOP CONNECTION
BOTTOM CONNECTION
PIPE SENSOR WELL
CAP
HOUSE TRAP
CLEANOUT
PLUG OUTLET
PIPE DROP
PIPE UP
LADDER
STRAINER
O,S & Y VALVE
SOLENOID VALVE
STRAINER WITH BLOW OFF VALVE
EXISTING O,S & Y VALVE
CLEAN OUT DECK PLATE
VALVE WITH HOSE BIBB
EXISTING CHECK VALVE
FLOOR DRAIN
STRAINER
MIXING VALVE
PLUG VALVE
BALL VALVE
CHECK VALVE
PLUMBING LEGEND
BUTTERFLY VALVE
EXISTING GATE VALVE
PRESSURE REDUCING VALVE
GATE VALVE
WATER CLOSET
REDUCED PRESSURE BACKFLOW PREVENTER
LAVATORY
SERVICE SINK
VACUUM BREAKER
MOP RECEPTOR
ROOF DRAIN
ROOF TOP UNIT
VENT THRU ROOF
WALL HYDRANT
S SANITARY
V
WASTE
URINAL
SHOWER
VENT
NUMBER
MINIMUM
LADDER
HOT WATER
HOSE BIBB
COLD WATER
ICE MAKER
COFFEE MAKER
FLOOR DRAIN
FLOOR SINK
FRESH AIR INLET
HOT WATER RECIRCULATION
BACKFLOW PREVENTER
ELECTRIC WATER COOLER
FUNNEL FLOOR DRAIN
CLEAN OUT DECK PLATE
FLOOR
DIAMETER
DOWN
EXISTING SANITARY OR STORM WATER PIPING
BELOW GROUND TO REMAIN
EXISTING SANITARY OR STORM WATER PIPING
ABOVE GROUND TO REMAIN
NEW HOT WATER PIPING WITH TEMPERATURE
MAINTENANCE CABLE
NEW VENT PIPING
EXISTING PIPE TO BE REMOVED
NEW ACID WASTE PIPING
FIRE STANDPIPE RISER DESIGNATION
REMOVE AND PATCH EXISTING WORK
POINT OF NEW CONNECTION TO EXISTING WORK
EXISTING HOT WATER RECIRCULATION PIPING TO REMAIN
NEW SANITARY OR STORM WATER PIPING BELOW GROUND
NEW SANITARY OR STORM WATER PIPING ABOVE GROUND
SECTION DESIGNATION ON DRAWING WHERE SECTION IS CUT
A-SECTION DESIGNATION
B-DRAWING NO.
EXISTING HOT WATER PIPING TO REMAIN
EXISTING COLD WATER PIPING TO REMAIN
REVISION SYMBOL
PIPING FLOW DIRECTION
PLUMBING RISER DESIGNATION
LEADER DESIGNATION
ABOVE FINISHED FLOOR
DRAWING NOTE TAG
AW
G NEW GAS LINE
NEW HOT WATER RECIRCULATION
NEW HOT WATER PIPING
NEW COLD WATER PIPING
EXISTING VENT PIPING TO REMAIN
PLUMBING NOTES
1. ALL NEW HOT AND COLD WATER LINES TO BE COPPER TUBING
AND SHALL ORIGINATE ON THE SAME FLOOR FROM THE
NEAREST WET COLUMN WITH PROPER ACCESS FOR
MAINTENANCE. IF ATTACHED OR DISSIMILAR METAL, A
CORROSION INHIBITOR IS TO BE PROVIDED.
2. INSULATE ALL WATER SUPPLY LINES.
3. WASTE LINES SHALL BE PROPERLY PITCHED TO PREVENT
"TRAPPED" WATER. INSTALL WASTE LINE CONNECTIONS WITH
LONG TERM OR 45° "Y" FITTINGS.
4. RETAIN EXISTING CLEAN OUT CONNECTIONS AND PROVIDE CLEAN
OUT CONNECTIONS AT NEW FITTINGS.
5. WHEN CONNECTING NEW HOT AND COLD WATER LINES TO
EXISTING RISERS, CONTRACTORS SHALL LEAVE A PLUGGED
VALVED OUTLET FOR EACH, FOR FUTURE USE.
6. ALL NEW HOT AND COLD WATER LINES ATTENDANT FITTINGS
MUST BE PROPERLY INSULATED AND COVERED.
7. INDIVIDUAL SHUT-OFF VALVES MUST BE SUPPLIED AND
INSTALLED FOR EACH NEW FIXTURE, INCLUDING WATER COOLERS.
8. ALL NEW PIPES ARE TO BE SUPPORTED FROM SLAB OR STEEL
BEAMS, NOT FROM EXISTING PIPES OR DUCT WORK.
9. ALL WATER SHUTDOWNS TO BE COORDINATED THROUGH THE
BUILDING MANAGER. ALL WATER SHUTDOWNS ARE TO BE
PERFORMED OR SUPERVISED BY BUILDING PERSONNEL, AT THE
DISCRETION OF THE BUILDING MANAGER.
10. PLUMBER SHALL BE RESPONSIBLE THAT ENTIRE INSTALLATION IS
IN ACCORDANCE WITH LOCAL AND STATE CODES.
11. PRIVATE BATHROOMS MUST BE INSTALLED ON MINIMUM 4"
WASTE LINE.
12. ALL VALVES ARE TO BE PROPERLY TAGGED.
13. ANY WET COLUMNS USED SHOULD BE PROVIDED WITH A 24" x
24" STEEL SURFACE MOUNTED ACCESS DOOR.
14. HOT WATER HEATERS SERVING PRIVATE BATHROOMS, KITCHENS,
ETC. ARE TO BE SUPPLIED FROM THE WET COLUMN THAT
SUPPLIES THE COLD WATER TO THESE AREAS.
PLUMBING DEMOLITION NOTES
1. GENERAL
A. PRIOR TO PROPOSAL SUBMISSION, THIS CONTRACTOR SHALL VISIT
THE SITE TO REVIEW THE EXISTING CONDITIONS ASSOCIATED WITH
THE SCOPE OF WORK AND ADJACENT AREAS TO ASCERTAIN THE
DIFFICULTIES WHICH WILL AFFECT THE EXECUTION OF THE WORK
OF THIS CONTRACT.
B. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS
EVIDENCE THAT THE ABOVE SITE EXAMINATION HAS BEEN
MADE AND LATER CLAIMS WILL NOT BE RECOGNIZED FOR
EXTRA LABOR, EQUIPMENT OR MATERIALS REQUIRED
BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD
HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN
MADE.
C. DEMOLITION WORK SHALL INCLUDE ALL MATERIALS, LABOR,
EXTENSIONS, CONNECTIONS, CUTTING, REPAIRING, ADAPTING
AND OTHER PLUMBING WORK REQUIRED TO MAINTAIN
SERVICE PENDING THE COMPLETION OF THE PERMANENT
WORK. COORDINATE THE EXTENT OF DEMOLITION WORK WITH
THE ARCHITECT AND BUILDING MANAGEMENT.
SCOPE OF WORK2.
A. ALL EXISTING WORK REQUIRED TO REMAIN BUT INTERFERING WITH
PROPOSED NEW PLUMBING (AS WELL AS ELECTRICAL, MECHANICAL
AND GENERAL CONSTRUCTION WORK) SHALL BE RELOCATED AND
RECONNECTED USING MATERIALS CONFORMING TO STANDARDS
OF THIS CONTRACT.
B. REMOVE ALL FIXTURES AS NOTED ON THE ARCHITECTURAL
PLANS. PROVIDE TEMPORARY COVERS FOR HOT, COLD AND
SANITARY CONNECTIONS DURING NEW CONSTRUCTION.
C. REMOVE BASE BUILDING PIPING AS INDICATED BELOW:
a. REMOVE ALL ABANDONED BASE BUILDING PIPING BACK TO THE
EXISTING WET COLUMNS OR SHAFTS, OR AS NOTED ON
DRAWINGS.
b. CONTRACTOR TO CONTACT BUILDING MANAGEMENT AND
TENANT REGARDING REMOVAL SCOPE OF WORK TO
MAINTAIN CONTINUITY OF ALL SERVICES TO ALL
TENANTS WHO ARE TO REMAIN OPERATIONAL AND NOT
BE AFFECTED BY DEMOLITION WORK.
c. ALL EXISTING BUILDING VALVES FOR DOMESTIC WATER
MAINS AT SHAFTS ARE TO REMAIN.
D. PROVIDE ADDITIONAL SUPPORT FOR ALL EXISTING PIPING TO
REMAIN WHICH ARE AFFECTED BY DEMOLITION OF EXISTING
CEILING AND PARTITIONS.
E. ALL MATERIALS AND EQUIPMENT SHALL BE DISPOSED OF IN
ACCORDANCE WITH APPLICABLE LAWS AND ENVIRONMENTAL
REGULATIONS.
F. COORDINATE WITH OWNER TO DETERMINE WHETHER EQUIPMENT
IS TO BE TURNED OVER FOR FUTURE USE AND STORED IN THEIR
ASSOCIATED STORAGE LOCATIONS.
NYC BUILDING DEPARTMENT PLUMBING NOTES
1. ALL PLUMBING WORK SHALL COMPLY WITH CHAPTER 4 OF THE 2008
NEW YORK CITY BUILDING CODE, AND CHAPTERS 1 THROUGH 13 OF THE
NEW YORK CITY PLUMBING CODE.
2. PROTECTION OF PIPING AS OULINED IN SECTION PC305 SHALL BE
PROVIDED AS REQUIRED.
3. IN GENERAL, PIPING MATERIALS SHALL BE AS PER SECTION PC303.
4. CONSTRUCTION AND SPACING OF HANGERS AND SUPPORTS SHALL BE
AS DIRECTED IN SECTION PC308.
5. WATER SUPPLY SYSTEM SHALL BE AS DIRECTED IN SECTIONS PC601
THROUGH PC613. VALVES SHALL BE PROVIDED AT RISERS AND
ELSEWHERE AS PER SECTION PC606.
6. SANITARY MATERIALS, DRAINAGE, SIZING, GRADING, AND OFFSETS
SHALL BE AS OULINED IN SECTIONS PC701 THROUGH PC715.
7. CLEAN-OUTS SHALL BE AS PER SECTION PC708.
8. TRAPS SHALL SHALL BE AS PER SECTION PC1002.
9. VENT MATERIALS, SIZING, GRADING, CONNECTIONS, LOCATIONS AND
OFFSETS SHALL BE AS DIRECTED IN SECTIONS PC901 THROUGH PC919.
10. SPECIAL AND MISCELLANEOUS PIPING SHALL BE AS DIRECTED IN
SECTION PC1201 THROUGH 1203.
PLUMBING DRAWING LIST
SHEET # DWG # DESCRIPTION
P-101.00 GROUND LEVEL: PLUMBING - SYMBOLS & NOTES
P-201.00 GROUND LEVEL: PLUMBING - SPECIFICATIONS I
P-301.00 GROUND LEVEL: PLUMBING - PLAN & NOTES
1
2
3
P-401.00 GROUND LEVEL: PLUMBING - DETAILS4
(NOT ALL SYMBOLS ARE NECESSARILY USED ON THIS PROJECT)
(NOT ALL ABBREVIATIONS ARE NECESSARILY USED ON THIS PROJECT)
P-501.00 GROUND LEVEL: PLUMBING - RISERS & NOTES5
NO
RTH
P-502.00 GROUND LEVEL: PLUMBING - RISERS & NOTES6
SITE PLAN: 375 BEACH 92ND STREET, QUEENS , NY
BLOCK #: 16109
LOT #: 43
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2
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seal & signature
dwg title
twig
cadd
checked by
issue date
AS NOTED
drawn by
02/11/2011
project no.
dwg. no.
scale
cad file
t10-12-0230
375 Beach 92nd StreetQueens, NY 11693
SUBMISSIONS
DATE rev no issue
project
project
375 Beach 92nd StreetQueens, NY 11693
architect
231 West 29th Street - Suite 606, New York, NY 10001
Tel: 212 . 967 . TWIG / Fax: 212 . 967 . 8945
[email protected] www.twigcon.com
A Division of The Wall Consulting Group, Inc. All Rights Reserved. 2007- 2010©
375 Beach 92nd Street P-101.00.dwg
NYC dob#
sheetTHESE PLANS ARE APPROVED ONLY FOR THE WORK ON THE
BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN
ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER
All Drawings And Written Material Herein Constitute The Original And Unpublished Work Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C., And The Same May Not Be Duplicated, Used, Or Disclosed Without The Written Consent Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C. © 2011.
NYCECC NOTES:
TO THE BEST OF MY KNOWLEDGE, BELIEF AND
PROFESSIONAL JUDGMENT, THESE PLANS AND
SPECIFICATIONS ARE IN COMPLIANCE WITH THE
NEW YORK CITY ENERGY CONSERVATION CODE.
02.14.11 1 FILING & PRICING
GROUND FLOORPLUMBINGSYMBOLS & NOTES
1 of 6
NOTED, AND MAKE ALL FINAL CONNECTIONS AS REQUIRED.
PLUMBING FIXTURES AND APPLIANCES, UNLESS OTHERWISE
2.18 PLUMBING FIXTURES AND EQUIPMENT
A. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL
PROVIDE NEW, ALL ROUGHING AND 1/2" HW SUPPLY WITH
GATE VALVE, CHECK VALVE AND VACUUM BREAKER. EXTEND
AND CONNECT HOSE TO "T" TAILPIECE AT SINK WASTE.
2.17 DISHWASHER
A. INSTALL DISHWASHER WHERE INDICATED ON THE DRAWINGS.
OWNERS, ALL MATERIALS, APPARATUS AND WORKMANSHIP
D. DISINFECTION
BREAKER.
2.21 HOT WATER CIRCULATOR
A. PROVIDE, WHERE INDICATED ON THE DRAWINGS, BELL AND
CIRCULATOR, DIRECT CONNECTED TO 1/6HP, 100 V,
SINGLE PHASE, 60 HERTZ MOTOR. PUMP SHALL BE
SERIES SC-75 CAPABLE OF CIRCULATING 5 GALLONS PER
MINUTE AT 8 FOOT OF HEAD PRESSURE.
B. CIRCULATING PUMP SHALL BE CONTROLLED BY MEANS OF
AN IMMERSION TYPE AQUASTAT WITH VISIBLE SCALE AND
DETACHABLE WELL, WHICH SHALL BE INSTALLED IN THE
CIRCULATING LINE NEAR THE SUCTION INLET OF THE
PUMP. THE AQUASTAT SHALL OPERATE ON 110 VOLTS AND
SHALL BE SO DESIGNATED AND CONNECTED THAT THE
CIRCULATING MOTOR WILL START AND STOP WITHIN THE
TEMPERATURE RANGES OF 135 DEGREES F. TO 140
DEGREES F. THE AQUASTAT SHALL BE GUARANTEED TO
OPERATE WITHIN A MAXIMUM RANGE OF PLUS OR MINUS 2
GOSSETT, OR APPROVED OTHER, ALL BRONZE IN-THE-LINE
WHETHER FURNISHED BY HIMSELF OR BY HIS
SUBCONTRACTORS AND HE SHALL REPLACE OR REPAIR IN A
MANNER APPROVED BY THE ARCHITECTS, WITHOUT COST TO
THE OWNER, ANY PARTS OR PARTS OF THE WORK WHICH
MAY PROVE DEFECTIVE OR UNSATISFACTORY WITHIN THE
PERIOD OF THE GUARANTEE.
B. WHERE SPECIAL GUARANTEES COVERING INSTALLATION,
OPERATION OR PERFORMANCE OF ANY SYSTEMS OR
APPLIANCES FURNISHED UNDER THIS CONTRACTOR ARE
REQUIRED, THE FULL RESPONSIBILITY FOR THE
FULFILLMENT OF SUCH GUARANTEES MUST BE ASSUMED BY
THE CONTRACTOR, WHO SHALL OBTAIN WRITTEN
GUARANTEES, IN TRIPLICATE, WHICH SHALL BE FILED
WITH THE ARCHITECT BEFORE FINAL ACCEPTANCE.
C. CONTRACTOR WILL BE RESPONSIBLE FOR ALL LEAKS IN
ALL PIPES FOR A PERIOD OF ONE YEAR FROM THE DATE
OF COMPLETION OF WORK UNDER THIS CONTRACT.
CONTRACTOR SHALL REPAIR AT NO COST TO THE OWNER,
ALL SUCH LEAKS WHICH OCCUR AFTER COMPLETION OF
THIS CONTRACT UPON 24 HOURS NOTICE THEREOF BY THE
CONSTRUCTION MANAGER/GENERAL CONTRACTOR. LEAKS
WHICH OCCUR PRIOR TO THE COMPLETION OF THIS
CONTRACT SHALL BE REPAIRED AT ONCE. CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED BY SUCH LEAKS
AND THE REPAIR THEREOF AND WILL REIMBURSE THE
CONSTRUCTION MANAGER/GENERAL CONTRACTOR FOR ALL
EXPENSE INCURRED THEREBY.
THE POTABLE WATER SYSTEM SHALL BE DISINFECTED
PRIOR TO USE BY A METHOD OF DISINFECTION IN
ACCORDANCE WITH THE NEW YORK CITY BUILDING CODE RS
16, P107-27. THE POTABLE WATER PURITY TEST RESULT
FROM A NEW YORK CITY CERTIFIED TESTER SHALL BE
SUBMITTED FOR ENGINEER'S REVIEW AND APPROVAL.
A. HOSE BIBBS SHALL BE CHICAGO FAUCET CO., NO. 293-6,
POLISHED CHROME, OR APPROVED OTHER, WITH WATTS
REGULATOR CO. NO BAC, 3/4" HOSE END VACUUM
DEGREE F OF THE SETTING.
C. PROVIDE SUITABLE "HAND-OFF-AUTOMATIC" SWITCH TO
NEMA 1 ENCLOSURE MOUNTED ADJACENT TO CIRCULATOR.
2.16 UNDER COUNTER ICE MAKER
A. INSTALL THE UNDER COUNTER ICE MAKERS WHERE
INDICATED ON THE DRAWING. PROVIDE 1/2" COLD WATER
WITH GATE VALVE AND EXTEND 1" INDIRECT WASTE TO
THE ADJACENT FLOOR DRAIN.
REQUIREMENTS OF THE NEW YORK CITY BUILDING CODE.
SUPPORTS, INSULATION, ETC. SHALL CONFORM TO THE
B. ALL PIPE FITTINGS, VALVES, FIXTURES, HANGERS,
NECESSARY FOR COMPLETE, SATISFACTORY OPERATING AND
AND SUPPORTS, INSULATION, ETC. AND ALL OTHER ITEMS
PIPES, FITTINGS, TRAPS, SUPPLIES, VALVES, HANGERS
A. THE PLUMBING SYSTEMS SHALL BE COMPLETE WITH ALL
MEMBERS SHALL BE DONE WITHOUT THE APPROVAL OF THE
TRADE REGULATIONS. NO CUTTING OF STRUCTURAL
ALL OTHER TRADES. ALL CUTTING SHALL BE SUBJECT TO
FOR PLUMBING WORK AND SHALL COORDINATE SAME WITH
A. THIS CONTRACTOR SHALL DO ALL CUTTING AND PATCHING
AUTHORITIES, PAY ALL THE REQUIRED FEES, AND
FURNISH THE OWNER WITH CERTIFICATES OF APPROVAL
BEFORE FINAL PAYMENT ON THIS CONTRACT IS MADE. HE
SHALL APPLY, PAY FOR, AND OBTAIN ALL PERMITS.
A. THIS CONTRACTOR SHALL HAVE A COMPETENT FOREMAN IN
RESPONSIBLE CHARGE OF THE WORK WHO SHALL BE ON THE
SITE DURING THE INSTALLATION OF THE MATERIAL
FURNISHED UNDER THIS SPECIFICATION UNTIL SAME HAS
BEEN PUT IN COMPLETE OPERATIVE CONDITION AND
A. PREPARE AND SUBMIT "AS-BUILT" DRAWINGS AT THE
A. THE PLUMBING SYSTEMS SHALL BE INSPECTED AND TESTED
IN ACCORDANCE WITH REQUIREMENTS OF THE NEW YORK
MUST HAVE THE NECESSARY INSPECTIONS MADE BY THESE
APPROVED TYPE SYSTEM.
1.09 CUTTING AND PATCHING
ACCEPTED BY THE OWNER.
ARCHITECT.
CITY BUILDING CODE.
1.08 SUPERVISION
1.06 CLEANING
COMPLETION OF THE PROJECT.
3. PIPE AND FITTINGS.
7. VACUUM BREAKERS
8. PIPING LAYOUT
9. GREASE TRAPS
1.04 AS-BUILT DRAWINGS
1.05 TESTS
5. INSULATION
4. HANGERS.
6. HW HEATER & RECIRCULATION PUMP
2. VALVES.
B. SUBMIT FOR APPROVAL; SAMPLES OF MATERIALS,
AFFIDAVITS, CERTIFICATES, ETC., AS REQUIRED BY THE
GENERAL CONDITIONS OR AS REQUESTED BY THE
C. SUBMIT FOR APPROVAL SHOP DRAWINGS AND CATALOG CUTS
SECTION AND IN ACCORDANCE WITH GENERAL CONDITIONS
OR AS REQUESTED BY THE ARCHITECT OR ENGINEER.
A. SUBMIT SHOP DRAWINGS AND SAMPLES WITH ALL DETAILS
AND INFORMATION, AS REQUIRED FOR THE WORK OF THIS
C. REPORT, IN WRITING, TO THE ARCHITECT ANY AND ALL
CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE
AFFECT OR PREVENT THE PROPER EXECUTION AND
COMPLETION OF THE WORK OF THIS SECTION. DO NOT
COMMENCE WORK UNTIL ANY AND ALL SUCH CONDITIONS
HAVE BEEN CORRECTED BY THE TRADE OR TRADES
D. FAILURE TO NOTIFY THE ARCHITECT OF UNSATISFACTORY
CONDITIONS WILL BE CONSTRUED AS AN ACCEPTANCE OF
E. THE EXECUTION OF THE WORK OF THIS SECTION
CONSTITUTES ACCEPTANCE OF THE BASE OR ADJOINING
WORK AND OTHER CONDITIONS AS BEING SATISFACTORY IN
EVERY RESPECT AND LATER CLAIMS OF DEFECTS IN SUCH
F. THE DRAWINGS INDICATE AND THE SPECIFICATIONS
DESCRIBE THE GENERAL ARRANGEMENT AND THE
APPROXIMATE LOCATION OF EQUIPMENT, FIXTURES,
PIPING, ETC. EXACT LOCATIONS MAY BE ADJUSTED IN
G. THE CONTRACTOR SHALL, WITHOUT EXTRA COST TO THE
OWNER, MAKE ALL REASONABLE MODIFICATIONS IN THE
WORK AS MAY BE REQUIRED TO PREVENT CONFLICT WITH
THE WORK OF OTHER TRADES, OR FOR THE PROPER
C. THE ARCHITECT'S SPECIFICATIONS AS APPLICABLE ARE
D. THE CONTRACTOR IS ADVISED TO CLOSELY COORDINATE
HIS WORK WITH THE BUILDING ENGINEER, SO THAT THE
INTERRUPTION OF EXISTING BUILDING SERVICES, IN
ORDER TO CONNECT NEW PIPING TO EXISTING SHALL BE
MADE AT SUCH TIME AS TO CAUSE THE LEAST
INTERFERENCE WITH ESTABLISHED BUILDING OPERATING
PROCEDURE. CONTRACTOR SHALL NOT INTERRUPT THE
SERVICES WITHOUT EXPRESS WRITTEN PERMISSION OF THE
E. WORK IN CEILING OF TENANT SPACE ON FLOOR BELOW
MUST TAKE PLACE BEFORE OR AFTER TENANT'S NORMAL
BUSINESS HOURS AND SHALL BE CONSIDERED OVERTIME
WORK. ALL CEILINGS DAMAGED MUST BE RESTORED TO
A. EXAMINE ALL DRAWINGS COVERING THE WORK OF THIS
SECTION AND REFER TO ALL OTHER DRAWINGS, INCLUDING
ARCHITECTURAL, MECHANICAL, AND ELECTRICAL
DRAWINGS, WHICH MAY AFFECT THE WORK OF THIS
B. BEFORE STARTING ANY WORK, EXAMINE EXISTING
CONDITIONS, AND THOROUGHLY CHECK DRAWINGS,
DIMENSIONS, SPECIFICATIONS, AND ADJOINING OR
UNDERLYING CONDITIONS IN WHICH THE WORK OF THIS
A. THE PLUMBING CONTRACTOR SHALL BE A LICENSED
INSTALLER OF PLUMBING SYSTEMS IN THE CITY OF NEW
B. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE
ARCHITECT OR ENGINEER.
OF THE FOLLOWING:
1. PLUMBING FIXTURES AND EQUIPMENT.
1.03 SHOP DRAWINGS AND SAMPLES
THE FIELD TO SUIT EXISTING CONDITIONS.
INSTALLATION OF THE WORK.
CASES WILL NOT BE ALLOWED.
1.02 VERIFYING CONDITIONS
SECTION IS TO BE PERFORMED.
SECTION OR REQUIRE COORDINATION BY SAME.
ALL CONDITIONS.
RESPONSIBLE.
ORIGINAL CONDITION.
NEW YORK CITY BUILDING CODE.
PART OF THIS CONTRACT.
OWNER.
1.01 DESCRIPTION
YORK
CLAMPS, ETC. AS REQUIRED. ALL HANGERS AND SUPPORTS
SHALL BE OF HEAVY CONSTRUCTION AND SUITABLE FOR
EXPOSED PIPING IN FINISHED SPACES SHALL BE CHROME
85% RED BRASS WITH THREADED BRASS FITTINGS. ALL
B. ALL SUPPLIES THROUGH WALLS TO FIXTURES SHALL BE
95-5 (TIN-ANTIMONY) SOLDER. NO SOLDER CONTAINING
POUND WATER WORKING PRESSURE AND WITH JOINTS OF
COPPER TUBING WITH WROUGHT BRONZE FITTINGS FOR 150
CIRCULATION PIPE SHALL BE TYPE "L", HARD DRAWN,
A. DOMESTIC COLD WATER, HOT WATER AND HOT WATER
COMPANY, ALABAMA PIPE COMPANY, EAST PENN FOUNDRY,
C. PIPE AND FITTINGS SHALL BE CENTRAL FOUNDRY
A. FURNISH ALL NECESSARY HANGERS, SUPPORTS, INSERTS,
PLATED 85% RED BRASS.
OR APPROVED OTHER.
LEAD IS PERMITTED.
2.15 HOSE BIBBS
COMPANY, TYLER PIPE COMPANY, EAST PENN FOUNDRY OR
D. EXPOSED PIPE TO BE CHROME PLATED.
CLAMPS AND SHIELD ASSEMBLIES.
C. PIPE AND FITTINGS SHALL BE CENTRAL FOUNDRY
MEANS OF SEALING SLEEVES AND STAINLESS STEEL
B. ALL JOINTS AND CONNECTIONS SHALL BE ASSEMBLED BY
SHALL BE "NO-HUB" CAST IRON PIPE AND FITTINGS
A. ALL ABOVE GROUND SOIL, WASTE, AND VENT PIPING
GASKETS,ALABAMA PIPE COMPANY "DUAL-TITE" APPROVED
USE OF DOUBLE-SEAL NEOPRENE CAST IRON SOIL PIPE
B. ALL JOINTS AND CONNECTION SHALL BE MADE BY THE
IRON SOIL PIPE AND FITTINGS.
PIPING SHALL BE APPROVED BELL AND SPIGOT CAST
A. ALL UNDERGROUND SOIL, WASTE, VENT AND LEADER
UNDERGROUND AND WHERE INDICATED
APPROVED EQUAL.
OTHER.
EXCEPT AS NOTED OTHERWISE.
2.20 HOT WATER HEATER
177-83-E.
THREE YEAR WARRANTY AGAINST TANK FAILURE. MEA No.
RATE OF (140°F)GPH AT A 100°F TEMPERATURE RISE. WATER
U.L. LISTED. TANK SHALL BE LINED WITH A DOUBLE
HEATER SHALL BE PREWIRED AND FACTORY TESTED AND IS
(30) KW, 123 VOLTS, THREE PHASE AND A RECOVERY
A. WATER HEATER SHALL BE COMMERCIAL ELECTRIC
MODEL DVE-120-30 AS MANUFACTURED BY THE
A.O.SMITH MANUFACTURING COMPANY. HAVING AN INPUT OF
COATING OF EXCLUSIVE RHEEMGLASS HIGH TEMPERATURE
STANDBY LOSS REQUIREMENTS OF ASHRAE STANDARD 90.
WITH R-FOAM INSULATION AND BE DESIGNED TO MEET THE
WATER HEATER TANK SHALL BE COVERED BY A LIMITED
PSI WORKING PRESSURE. TANK SHALL BE INSULATED
RIGIDLY SUPPORTED. TANK SHALL BE DESIGNED FOR 150
GLASS FORMULA AND FURNISHED WITH AN ANDOE ROD
10. SEWAGE EJECTOR
FIXTURE AS SELECTED BY ARCHITECT
2.22 SEWAGE EJECTOR
A. FURNISH AND INSTALL AS SHOWN ON PLANS A DUPLEX
WET-PIT SEWAGE PUMP UNIT
PUMP SHALL BE RATED 100 GPM AT 23 FEET TOTAL DYNAMIC
HEAD SHALL HAVE A 4" DISCHARGE AND BE BUILT FOR A
IMPELLERS SHALL BE CAST IRON NON SLOG BALANCED
STEEL SIZED FOR MAXIMUM LOAD:
-PROOF HOUSINGS MOUNTED ABOUVE THE SUSPENSION
CAST IRON WITH
BEARINGS PROVIDE
SHAFT BEARING: SUSPENSION PLATE CAST IRON WITH
CAST IRON WITH INTEGRAL CAST FLANGES ON EACH END:
DISHAGRE STEEL PIPE STEEL WITH EXPANSION JOINTS
SHALL BE 45° ELBOW WITH INTEGRAL ASA STANDARD FLANGE.
MOTORS SHALL BE 1 HP 3 PHASE CYCLES 208 VOLTS R.P.M.
FURNISH A PEDESTAL MOUNTED ALTERNATING FLOAT
PROVIDE SIMULATANEOUS OPERATION WHEN REQUIRED.
TO TURN ON BOTH PUMPS IF THE ALTERNATING FLOAT SWITCH
FLOAT SWITCHES SHALL HAVE COPPER FLOATS,
GUIDES AND SHALL BE EQUAL TO FEDERAL TYPE FS-4.
CLEANED AND MANUFACTURERS PROTECTIVE COVERINGS
FOR USE BY THE OWNER. ALL FLOOR DRAINS SHALL BE
FIXTURES, SINKS AND TRIM AND LEAVE ALL ITEMS READY
CONTRACTOR SHALL THOROUGHLY CLEAN ALL PLUMBING
B. UPON COMPLETION OF ALL WORK, THE PLUMBING
FIRST-CLASS OPERATING CONDITION BEFORE BEING
AND PROTECTED DURING CONSTRUCTION AND PUT INTO
UNDER THIS CONTRACT SHALL BE THOROUGHLY CLEANED
A. ALL PIPING, FIXTURES, EQUIPMENT, ETC., INSTALLED
1.07 LAWS, ORDINANCES, ETC.
SHALL BE REMOVED.
OFFERED FOR ACCEPTANCE.
2.12 DRAINS
A. IN GENERAL DRAINS SHALL BE JOSAM, ZURN, SMITH OR
SIZE REQUIRED.
CONNECTION.
1" ABOVE FINISHED FLOOR.
BUCKET.
E. FLOOR SINK SHALL BE JAY R. SMITH FIG. 3430-13
FIG. 3610-F11-B WITH 8" ROUND TOP, AND SEDIMENT
D. INDIRECT WASTE FLOOR DRAINS SHALL BE J.R. SMITH
DIAMETER NICKEL BRONZE TOP, WITH NO-HUB OUTLET
WITH SEDIMENT BUCKET, UNDER DECK CLAMP AND 8"
C. FLOOR DRAINS SHALL BE JAY R. SMITH FIG. NO. 2005-A
BE EQUIPMENT TO THE FIGURE NUMBERS SHOWN AND OF
AND SPIGOT, UNLESS OTHERWISE NOTED. DRAINS SHALL
COATED, CAST IRON, DOUBLE DRAINAGE PATTERNS, HUB
B. UNLESS OTHERWISE NOTED DRAINS SHALL BE DUCO
F. FUNNEL FLOOR SHALL BE J.R. SMITH FIG. 3510-F11-B
WITH F-37 7" ANTI SPLASH RIM AND SEDIMENT BUCKET.
SET ANTI-SPLASH RIM FLUSH WITH THE FINISH FLOOR.
FLASHING FLANGE AND BOTTOM DOME STRAINER. SET RIM
3/4 ACID RESISTANT PORCELAIN ENAMELED GRATING WITH
PORCELAIN ENAMELED INDIRECT WASTE FLOOR DRAIN WITH
APPROVED OTHER.
LOCAL LAWS, ORDINANCES AND RULES. THIS CONTRACTOR
A. THE WORK OF THIS CONTRACTOR MUST COMPLY WITH ALL
CHANGE SCHEDULE.
ONE (1) YEAR FROM DATE OF ACCEPTANCE BY THE
A. THIS CONTRACTOR SHALL GUARANTEE FOR A PERIOD OF
2.14 GUARANTEE
FOLLOW MANUFACTURERS RECOMMENDATION FOR FILTER
REPLACEMENT CARTRIDGE FOR EACH FILTER PROVIDED.
AP117 CARTRIDGE - FURNISH ONE ADDITIONAL
A. CUNO "AQUA-PURE" MODEL SS1HA STAINLESS STEEL WITH
2.13 FILTERS
FURNISH & INSTALL JR SMITH 8050-ARO-B 100 LB GREASE
2.19 GREASE TRAP
TRAP, LIFT OUT SEDIMENT BUCKET, AND FLOW CONTROL FITING.
PLUMBING SPECIFICATIONS
PLUMBING SPECIFICATIONS PLUMBING SPECIFICATIONS
PART I - GENERAL
PART 2 - MATERIAL
PIPE AND FITTINGS
PIPE AND FITTINGS -
2.03 SOIL, WASTE, VENT AND LEADER
2.02 SOIL, WASTE, AND VENT PIPE
2.05 HANGERS AND SUPPORTS
2.04 COLD WATER AND HOT WATER
2.01 GENERAL
TRADES.
U-BOLT.
ZINC COATED.
INSULATION SHIELDS.
C. WHERE PIPES ARE TO BE INSULATED, THE HANGERS SHALL
BE OF AMPLE SIZE TO PROVIDE FOR THE COVERING
SPECIFIED AND BE PROVIDED WITH GALVANIZED STEEL
D. ALL HANGERS, RODS, BEAM CLAMPS, ETC. SHALL BE SHOP
E. ALL HORIZONTAL COPPER TUBING SHALL BE SUPPORTED BY
HANGERS NOT OVER SIX (6) FEET APART FOR PIPING
THE SIZE OF PIPE TO BE SUPPORTED. ALL INSERTS AND
HANGERS SHALL BE INSTALLED TO CLEAR WORK OF OTHER
FLOOR, PROVIDE ADJUSTABLE PIPE SADDLE SUPPORT WITH
B. ALL HORIZONTAL CAST IRON PIPING SHALL BE SUPPORTED
ON FIVE (5) FOOT CENTERS AND AT ALL JOINTS. ALL
HORIZONTAL SCREWED PIPING SHALL BE SUPPORTED BY
HANGERS SPACED NOT OVER TEN (10) FEET APART. ALL
BRANCHES SHALL HAVE SEPARATE HANGERS. HANGERS
SHALL BE CLEVIS TYPE, CONSTRUCTED OF HEAVY BAR
STEEL STOCK, WITH PROPER SIZE SUSPENSION ROD AND
LOCKNUTS. WHERE PIPING IS SUPPORTED FROM THE
OR APPROVED EQUAL.
TO EXCEED 50.
2.07 VALVES
2.06 INSULATION
OTHER.
2.08 VALVE TAGS AND CHART
A. EACH VALVE, EXCEPT VALVES AT FIXTURES, SHALL HAVE
A 2 INCH DIAMETER BRASS TAG WITH 1 INCH HIGH
NUMERAL STAMPED THEREON, SECURED TO THE VALVE BY
MEANS OF BRASS S HOOK OR BRASS CHAIN. EACH SYSTEM
TO HAVE A LETTER DESIGNATION AS WELL.
B. THE CONTRACTOR SHALL FURNISH AN APPROVED, NEATLY
DRAWN VALVE CHART, PROPERLY FRAMED, SHOWING THE
USE AND LOCATION OF EACH VALVE THAT IS TAGGED.
APART FOR PIPING 1-1/2 INCH AND LARGER. ALL
BRANCHES SHALL HAVE SEPARATE HANGERS. HANGERS
SHALL BE CLEVIS TYPE WITH COPPER BOTTOM SUPPORT.
IF CHANNEL OR ANGLE IRON TRAPEZE HANGERS ARE USED,
THE SPACE ON HANGERS FOR THE COPPER TUBING SHALL
BE WRAPPED WITH LEAD SHIELDS TO ISOLATE TUBING.
F. IN AREAS OF STEEL CONSTRUCTION, PIPE HANGERS SHALL
BE SUPPORTED BY BEAM CLAMPS. COORDINATE WITH
ENGINEER FOR MAXIMUM LOADING. BEAM CLAMPS SHALL BE
STEEL WITH BOLT, NUT AND SOCKET THREADED FOR ROD
CONNECTION AND SHALL BE F & S MANUFACTURING
COMPANY FIG. #45, CENTRAL IRON, GRINNELL COMPANY,
A. COVER ALL HOT WATER AND HOT WATER RECIRCULATION
PIPE WITH 1 INCH THICK AND ALL COLD WATER PIPE
WITH 1/2 INCH THICK MANVILLE MICRO-LOK AP-T PLUS
FIBERGLASS INSULATION. FITTINGS AND VALVES SHALL
BE INSULATED WITH MANVILLE ZESTON 2000 PVC INSULAT-
MATERIAL SHALL COMPLY WITH THE NEW YORK CITY
BUILDING CODE REQUIREMENT OF A FLAME SPREAD RATING
NOT TO EXCEED 25 AND A SMOKE DEVELOPED RATING NOT
ED FITTING COVERS. INSTALL ALL INSULATION AS PER
MANUFACTURERS RECOMMENDATIONS. ALL INSULATION
WATER LINES 2 IN. AND SMALLER SHALL BE FULL PORT
400 LB. NON-SHOCK BRONZE BALL VALVES, NIBCO
T-595-Y FOR THREADED CONNECTIONS, AND NIBCO
S-595-Y FOR COPPER TO COPPER, OR APPROVED OTHER.
B. GLOBE VALVES UP TO AND INCLUDING 3 IN. SHALL BE
SCREW-OVER BONNET, COMPOSITION DISC, BRASS, NIBCO
T-211 FOR THREADED CONNECTIONS AND S-211 FOR
SOLDER CONNECTIONS, OR APPROVED OTHER.
C. CHECK VALVES SHALL BE OF THE SWING-TYPE, SIZES UP
TO AND INCLUDING 3 IN. SHALL BE ALL BRASS, 125 LB.
S.W.P., NIBCO T-413 FOR THREADED CONNECTIONS AND
NIBCO S-413 FOR SOLDER CONNECTIONS, OR APPROVED
A. STOP VALVES, EXCEPT FIXTURE STOPS, ON HOT AND COLD
OF THE SPECIFICATIONS ".
(CONSTANT PRESSURE V.B.)
(CONSTANT PRESSURE VACUUM BREAKER).
2.10 BACKFLOW PREVENTION DEVICE
2.09 SHOCK ARRESTORS
REQUIRING SAME, FURNISHED "UNDER ANOTHER SECTION
VENT, HOT AND COLD WATER, ETC., TO ALL EQUIPMENT
PLUMBING PIPING CONNECTIONS, INCLUDING WASTE,
EXCEPT AS OTHERWISE SPECIFIED AND MAKE ALL FINAL
A. PROVIDE ALL NECESSARY PIPE, FITTINGS, VALVES, ETC.
2.11 CONNECTION TO MISCELLANEOUS
SERIES. SEE PLANS FOR EXACT MODEL NO.
A. SHOCK ARRESTORS SHALL BE JONESPEC MODEL #55000
A. VACUUM BREAKER (TYPE"A") - CAST BRASS C.P. IF
EXPOSED TO PUBLIC VIEW SIMILAR TO WATTS NO. 288A.
(NOT SUBJECT TO CONSTANT PRESSURE.)
B. VACUUM BREAKER (TYPE"B") - CAST BRASS CHROME PIPE
IF EXPOSED TO PUBLIC VIEW SIMILAR TO WATTS NO. 909-S.
C. VACUUM BREAKER - CAST BRASS CHROME PIPE IF EXPOSED
TO PUBLIC VIEW SIMILAR TO WATTS NO. 800MCQT.
D. VACUUM BREAKER (TYPE"D") - CAST BRASS C.P. IF
EXPOSED TO PUBLIC VIEW SIMILAR TO WATTS NO. N9C.
1-1/4 INCH AND SMALLER AND NOT OVER TEN (10) FEET
AND FITTINGS
EQUIPMENT
(FURNISHED BY OTHERS)
(FURNISHED BY OTHERS)
VSA-4F-1-4 SUSPENDED.
AS MANUFACTURED BY FEDERAL PUMP CORP. EACH
5'-0" DEEP BASIN.
DESIGN: SHAFTS CARBON
THRUST BEARING BALL TYPE MOUNTED IN MOISTURE
PLATE: CASTINGS SMOOTH-PASSAGE
RENEWABLE BRONZE SLEEVE BEARING:RENEWABLE
BRONZ SLEEVE INTERMEDIATE
FOR EACH FOUR OF UNSUPPORTED SHAFT LENGTH:
FLEXIBLE GREASE LINE SHALL BE PROVIDED FOR EACH
STRENGTHENING RIBS: SUSPENSION LEG SECTION CAST
AT BOTH ENDS: TOP DISCHARGE CONNECTION
OPEN, DRIP PROOF BALL BEARING TYPE.
SWITCH TO ALTERNATE THE OPERATION OF THE PUMPS AND
FURNISH A PEDASTALL MOUNTED AUXILIARY FLOAT SWITCH
IS INOPERATIVE. THE ALTERNATING AND AUXILIARY
BRASS RODS, ADJUSTABLE STOPS, GALVANIZED ROD
PROVIDE D-1100 DUPLEX CONTROL PANEL.
- END -
seal & signature
dwg title
twig
cadd
checked by
issue date
AS NOTED
drawn by
02/11/2011
project no.
dwg. no.
scale
cad file
t10-12-0230
375 Beach 92nd StreetQueens, NY 11693
SUBMISSIONS
DATE rev no issue
project
project
375 Beach 92nd StreetQueens, NY 11693
architect
231 West 29th Street - Suite 606, New York, NY 10001
Tel: 212 . 967 . TWIG / Fax: 212 . 967 . 8945
[email protected] www.twigcon.com
A Division of The Wall Consulting Group, Inc. All Rights Reserved. 2007- 2010©
375 Beach 92nd Street P-201.00.dwg
NYC dob#
sheetTHESE PLANS ARE APPROVED ONLY FOR THE WORK ON THE
BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN
ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER
All Drawings And Written Material Herein Constitute The Original And Unpublished Work Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C., And The Same May Not Be Duplicated, Used, Or Disclosed Without The Written Consent Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C. © 2011.
NYCECC NOTES:
TO THE BEST OF MY KNOWLEDGE, BELIEF AND
PROFESSIONAL JUDGMENT, THESE PLANS AND
SPECIFICATIONS ARE IN COMPLIANCE WITH THE
NEW YORK CITY ENERGY CONSERVATION CODE.
02.14.11 1 FILING & PRICING
GROUND FLOORPLUMBINGSPECIFICATIONS
2 of 6
GROUND FLOOR: PLUMBING DOMESTIC WATER PIPING PLAN
SCALE: 3/16" = 1'-0"
INVOLVED OFFSETS IN PIPING AROUND OBSTRUCTIONS SHALL BE
PROVIDED AT NO ADDITIONAL COST TO THE OWNER.
4. ALL PIPING WORK SHALL BE COORDINATED WITH ALL TRADES
ACCESS ARE ACCESSIBLE.
1. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM
ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE
PIPING SYSTEMS AS INDICATED ON THE DRAWING.
GENERAL PIPING NOTES
2. UNLESS OTHERWISE NOTED, ALL PIPING IS OVERHEAD, TIGHT
TO THE UNDERSIDE OF STRUCTURE/SLAB, WITH SPACE FOR
3. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, UNIONS,
TRAPS, FLANGES AND OTHER APPURTENANCES REQUIRING
INSULATION AS SPECIFIED.
5. LOCATIONS OF EXISTING SANITARY SOIL AND VENT STACKS,
HOT AND COLD WATER RISERS ARE APPROXIMATE.
THE PLUMBING CONTRACTOR SHALL FIELD VERIFY EXACT
LOCATIONS OF PLUMBING STACKS BEFORE COMMENCING
HIS WORK.
PLUMBING FIXTURE SCHEDULE
PIPE SIZE (INCH)
MARK
FIXTURE REMARKS
TRAP WASTE VENT C.W. H.W.
WC-1 WATER CLOSET INT. 4 2 1/2 - FLUSH VALVE, HANDICAPPED
L-1 LAVATORY 1 1/2 1 1/2 1 1/2 1/2 1/2 WALL MOUNT, HANDICAPPED
SS-1 SERVICE SINK 3 3 2 1/2 1/2 W/ WIRE GUARD
FD-1 FLOOR DRAIN 2 2 2 - - W/ DEEP SEAL P-TRAP
L-2 LAVATORY 1 1/2 1 1/2 1 1/2 COUNTER MOUNT, HANDICAPPED1/2 1/2
FS-1 2 2 2FLOOR SINK W/ DEEP SEAL P-TRAP- -
KITCHEN SINKKS-1 222 TWO COMP., W/ DISPOSAL1/21/2
KITCHEN SINKKS-2 2 2 2 ONE COMP., W/ DISPOSAL1/2 1/2
1" GAS
CONNECT TO EXISTING GAS
CONNECT TO
EXISTING HW/CW
WC-1
L-1
KS-1
SS-1
3 COMP SINK WITH
FLOOR MOUNTED
EXISTING GREASE
TRAP BELOW
KS-1
KS-2
CONNECT TO
EXISTING HW/CW
FD-1
FD-1
FD-1
FD (EXIST.) FD (EXIST.)
CONNECT TO
EXISTING HW/CW
BE RE-USED PRIOR TO SUBMISSION OF THE BID.
OF PLUMBING RISERS AND PIPING TO
CONTRACTOR TO FIELD VERIFY THE
LOCATIONS AND EXISTING CONDITIONS
NOTE:
2"WATER MAIN METER
1
1
2
"
HSHAND SINK
EXISTING 3 COMP SINK
M
M
1" GAS SERVICE W/REG AND VENT
M1
M2
1
2
"CW
seal & signature
dwg title
twig
cadd
checked by
issue date
AS NOTED
drawn by
02/11/2011
project no.
dwg. no.
scale
cad file
t10-12-0230
375 Beach 92nd StreetQueens, NY 11693
SUBMISSIONS
DATE rev no issue
project
project
375 Beach 92nd StreetQueens, NY 11693
architect
231 West 29th Street - Suite 606, New York, NY 10001
Tel: 212 . 967 . TWIG / Fax: 212 . 967 . 8945
[email protected] www.twigcon.com
A Division of The Wall Consulting Group, Inc. All Rights Reserved. 2007- 2010©
375 Beach 92nd Street P-301.00.dwg
NYC dob#
sheetTHESE PLANS ARE APPROVED ONLY FOR THE WORK ON THE
BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN
ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER
All Drawings And Written Material Herein Constitute The Original And Unpublished Work Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C., And The Same May Not Be Duplicated, Used, Or Disclosed Without The Written Consent Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C. © 2011.
NYCECC NOTES:
TO THE BEST OF MY KNOWLEDGE, BELIEF AND
PROFESSIONAL JUDGMENT, THESE PLANS AND
SPECIFICATIONS ARE IN COMPLIANCE WITH THE
NEW YORK CITY ENERGY CONSERVATION CODE.
02.14.11 1 FILING & PRICING
GROUND FLOORPLUMBINGDOMESTIC WATERPIPING PLAN
3 of 6
GROUND FLOOR: PLUMBING SANITARY PIPING PLAN
SCALE: 3/16" =1'-0"
CONNECT TO EXISTING
WASTE (BELOW) AND VENT
(ABOVE)
WC-1
L-1
FD-1
FD-1
FD-1
INVOLVED OFFSETS IN PIPING AROUND OBSTRUCTIONS SHALL BE
PROVIDED AT NO ADDITIONAL COST TO THE OWNER.
4. ALL PIPING WORK SHALL BE COORDINATED WITH ALL TRADES
ACCESS ARE ACCESSIBLE.
1. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM
ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE
PIPING SYSTEMS AS INDICATED ON THE DRAWING.
GENERAL PIPING NOTES
2. UNLESS OTHERWISE NOTED, ALL PIPING IS OVERHEAD, TIGHT
TO THE UNDERSIDE OF STRUCTURE/SLAB, WITH SPACE FOR
3. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, UNIONS,
TRAPS, FLANGES AND OTHER APPURTENANCES REQUIRING
INSULATION AS SPECIFIED.
5. LOCATIONS OF EXISTING SANITARY SOIL AND VENT STACKS,
HOT AND COLD WATER RISERS ARE APPROXIMATE.
THE PLUMBING CONTRACTOR SHALL FIELD VERIFY EXACT
LOCATIONS OF PLUMBING STACKS BEFORE COMMENCING
HIS WORK.
PLUMBING FIXTURE SCHEDULE
PIPE SIZE (INCH)
MARK
FIXTURE REMARKS
TRAP WASTE VENT C.W. H.W.
WC-1 WATER CLOSET INT. 4 2 1/2 - FLUSH VALVE, HANDICAPPED
L-1 LAVATORY 1 1/2 1 1/2 1 1/2 1/2 1/2 WALL MOUNT, HANDICAPPED
SS-1 SERVICE SINK 3 3 2 1/2 1/2 W/ WIRE GUARD
FD-1 FLOOR DRAIN 2 2 2 - - W/ DEEP SEAL P-TRAP
L-2 LAVATORY 1 1/2 1 1/2 1 1/2 COUNTER MOUNT, HANDICAPPED1/2 1/2
FS-1 2 2 2FLOOR SINK W/ DEEP SEAL P-TRAP- -
KITCHEN SINKKS-1 222 TWO COMP., W/ DISPOSAL1/21/2
KITCHEN SINKKS-2 2 2 2 ONE COMP., W/ DISPOSAL1/2 1/2
BE RE-USED PRIOR TO SUBMISSION OF THE BID.
OF PLUMBING RISERS AND PIPING TO
CONTRACTOR TO FIELD VERIFY THE
LOCATIONS AND EXISTING CONDITIONS
NOTE:
CONNECT TO EXISTING
WASTE (BELOW) AND VENT
(ABOVE)
CO
FS-1
2"CW
seal & signature
dwg title
twig
cadd
checked by
issue date
AS NOTED
drawn by
02/11/2011
project no.
dwg. no.
scale
cad file
t10-12-0230
375 Beach 92nd StreetQueens, NY 11693
SUBMISSIONS
DATE rev no issue
project
project
375 Beach 92nd StreetQueens, NY 11693
architect
231 West 29th Street - Suite 606, New York, NY 10001
Tel: 212 . 967 . TWIG / Fax: 212 . 967 . 8945
[email protected] www.twigcon.com
A Division of The Wall Consulting Group, Inc. All Rights Reserved. 2007- 2010©
375 Beach 92nd Street P-302.00.dwg
NYC dob#
sheetTHESE PLANS ARE APPROVED ONLY FOR THE WORK ON THE
BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN
ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER
All Drawings And Written Material Herein Constitute The Original And Unpublished Work Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C., And The Same May Not Be Duplicated, Used, Or Disclosed Without The Written Consent Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C. © 2011.
NYCECC NOTES:
TO THE BEST OF MY KNOWLEDGE, BELIEF AND
PROFESSIONAL JUDGMENT, THESE PLANS AND
SPECIFICATIONS ARE IN COMPLIANCE WITH THE
NEW YORK CITY ENERGY CONSERVATION CODE.
02.14.11 1 FILING & PRICING
GROUND FLOORPLUMBINGSANITARYPIPING LAYOUT
4 of 6
OPENING (TYP. FOR EACH SIDE)
FINISHED ESCUTCHEON PLATE
FLUSH AGAINST WALL AND OF
SIZE TO COMPLETELY COVER
SEAL OR CAULK SLEEVES THRU
FIRE WALLS IN A SMOKE TIGHT
FINISHED WALL SURFACE
SPACE BETWEEN THE PIPE AND ITS SLEEVE SHALL NOT EXCEED ONE-HALF INCH. THE SLEEVE
B. EXPOSED PIPING PASSING THROUGH WALLS, FLOORS OR CEILING SHALL BE FITTED WITH
GALVANIZED STEEL PIPE; IN FRAMED PARTITIONS SHALL BE 20 GAUGE SHEET METAL. THE
SHALL HAVE A SUFFICIENT LENGTH TO BE FLUSH WITH THE FINISHED WALL SURFACE.
A. PIPING PASSING THROUGH WALLS SHALL HAVE A TRIM OPENING CUT NO GREATER THAN
THAT THE SPACE BETWEEN THE OPENING AND THE PIPE SHALL NOT EXCEED ONE-HALF INCH.
C. ANNULAR SPACES BETWEEN PIPING AND SLEEVES OR CORE DRILLED FLOOR OPENINGS SHALL
BE PACKED WITH MINERAL WOOL AND SEALED, TO RETAIN THE FIRE INTEGRITY OF THE WALLS
AND FLOORS, WITH A NON-HARDENING COMPOUND SIMMILAR OR EQUAL TO DUXSEAL AS
B. PIPING PASSING THROUGH CONCRETE FLOORS SHALL HAVE AN OPENING CORE DRILLED SO
A. SLEEVES FOR PIPING THROUGH MASONRY WALLS SHALL BE SCHEDULE 40, STANDARD
SLEEVES ANS ESCUTCHEONS
CUTTING AND PATCHING
CHROMIUM-PLATED CAST BRASS ESCUTCHEONS WITH FASTENING SET SCREWS.
MANUFACTURED BY THE J.M. CLIPPER CORP.
NECESSARY FOR THE INSTALLATION OF A SLEEVE SECURED THEREIN.
NOT TO SCALE
TYPICAL DETAIL OF PIPE INSTALLATION THRU' RATED WALL
PIPING EXPOSED TO VIEWCONCEALED PIPING
MANNER. REFER TO
SPECIFICATIONS
1/2" CLEAR MAXIMUM
FINISHED WALL SURFACES
TERMINATE SLEEVE FLUSH WITH
STANDARD WEIGHT STEEL PIPE
SLEEVE TO PASS PIPE
POINT-OF-USE DOMESTIC WATER FILTER
CLEARANCE
13" MIN.
ADAPTER AS
REQUIRED
1/2" C.W.
"ELKAY" WATER FILTER
3/4" IPS
TO FIXTURE
NOT TO SCALE
UNION
1.
4.
3.
WATER SENTRY Vll
5.
6. 8.
NOT TO SCALE
NOT TO SCALE
TYPICAL INSULATED PIPE SUPPORT
WITH INCOMPRESSIBLE INSULATING
BLOCK AT HANGER
PIPE
DIAMETER
SHIELD
THICKNESS
SHIELD
LENGTH
UP TO 3"
4" TO 6"
8" & LARGER
6"
8"
12"
18 USSG
16 USSG
16 USSG
14 USSG
16 USSG
16 USSG
16 USSG
18 USSG
24"
21"
18"
15"
12"
8"& LARGER
6"
5"
4"
UP TO 3"
LENGTH
SHIELD
THICKNESS
SHIELD
DIAMETER
PIPE
BLOCK AT HANGER
WITHOUT INCOMPRESSIBLE INSULATING
METAL SHIELD
GALVANIZED
INSULATION
LOCKNUTS
DOUBLE
CLEVIS HANGER
THREADED ROD
PRIMER PRIOR TO INSTALLATION.
BE DIPPED IN ZINC CHROMATE
1. HANGER, ROD AND INSERT SHALL
NOTES:
PIPING TO BE CONCEALED IN WALL.
3 COMPARTMENT SINK CONNECTION DETAIL
SUPPORT SINK AGAINST WALL
SHALL BE CHROME PLATED.
ALL EXPOSED PIPING AND FITTING
COPPER
TYPE L HARD DRAWN
FLOOR SINK
AIR GAP
3 COMPARTMENT
STAINLESS STEEL
SINK
WITH "Z" CLAMPS SUPPLIED
BY SINK MANUFACTURER.
NOTE:
SUPPLY STOPS
DC
W
20" 20"
DH
W
20"
FITTING #897, (BY CONTR.)
CHICAGO FAUCET, SERVICE SINK
FOR ALL 3-COMP. SINKS
RIGHT DRAIN BOARD. TYPICAL
STORAGE REEL (BY OWNER) UNDER
LINE
FLOOR
4
3
NOT TO SCALE
2" X 1 1/4" (FOR LAVS AND EDFS)
2" X 1 1/2" (FOR SINKS AND EYEWASHES)
SANITARY TAPPED TEE.
BRASS ESCUTCHEON WITH SET SCREW
POLISHED CHROME PLATED CAST
1 1/4" (LAVS & EDFS)
1 1/2" (SINKS & EW)
POLISHED CHROME
POLISHED CHROME
PLATED BRASS NIPPLE
PLATED P-TRAP
2" WASTE (MIN.)
(IN WALL)
POLISHED CHROME FINISHED
REF ARCH
WALL
1 1/2" VENT (MIN.)
(IN WALL)
FLOOR SINK DETAIL
NON TRAFFIC GRATE TRAFFIC GRATE
FLASHING CLAMP
FLOOR LINE
3" WASTE MINIMUM
AND VENT SYSTEM
COMBINATION WASTE
FLOOR SINKS FOR
REQUIRED FOR ALL
2" x 3" REDUCER
DRAIN BODY
2'-0" x 2'-0" BLOCKOUT
OR SPECIFIED
NO HUB CLAMP (TYP.)
FLOOR SINK OUTLET
DOME STRAINER
(2" MINIMUM)
1/2" RAISED FLANGE
OTHERWISE SCHEDULED
FULL GRATE UNLESS
TYPICAL PIPE SUPPORT & SHIELD DETAIL
SIDE BEAM
ATTACHMENT
ADJUSTABLE SWIVEL
LOOP HANGER
WOOD JOIST
OR TRUSS
BOLT SIZES IN
ACCORDANCE WITH
NFPA-13
SHEET ROCK CEILING
3/16"X2" WOOD SCREW
INTO BOTTOM OF JOIST
3/16"X1-1/2"
TOGGLE BOLT
PATCH AND REPAIR
CEILING TO MATCH
EXISTING
20 GAUGE GALVANIZED
SHEET METAL SECURITY
SHIELD PAINTED TO MATCH
DECO SHIELD IS APPROVED
FOR ALL PIPE 2" AND SMALLER
SHIELD SHALL COVER ALL
EXPOSED PIPING.
2
NOT TO SCALE
TYPICAL DRAIN PIPING DETAIL
NOT TO SCALE
7.
seal & signature
dwg title
twig
cadd
checked by
issue date
AS NOTED
drawn by
02/11/2011
project no.
dwg. no.
scale
cad file
t10-12-0230
375 Beach 92nd StreetQueens, NY 11693
SUBMISSIONS
DATE rev no issue
project
project
375 Beach 92nd StreetQueens, NY 11693
architect
231 West 29th Street - Suite 606, New York, NY 10001
Tel: 212 . 967 . TWIG / Fax: 212 . 967 . 8945
[email protected] www.twigcon.com
A Division of The Wall Consulting Group, Inc. All Rights Reserved. 2007- 2010©
375 Beach 92nd Street P-401.00.dwg
NYC dob#
sheetTHESE PLANS ARE APPROVED ONLY FOR THE WORK ON THE
BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN
ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER
All Drawings And Written Material Herein Constitute The Original And Unpublished Work Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C., And The Same May Not Be Duplicated, Used, Or Disclosed Without The Written Consent Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C. © 2011.
NYCECC NOTES:
TO THE BEST OF MY KNOWLEDGE, BELIEF AND
PROFESSIONAL JUDGMENT, THESE PLANS AND
SPECIFICATIONS ARE IN COMPLIANCE WITH THE
NEW YORK CITY ENERGY CONSERVATION CODE.
02.14.11 1 FILING & PRICING
GROUND FLOORPLUMBINGDETAILS
5 of 6
1r"
WC
LAV
24
1"
5"1"
1"
1"
WC
LAV
11"
2"11"
GROUND FLOOR
1"
1"
5"
3"FD
SANITARY RISER DIAGRAM
NOT TO SCALE
DOMESTIC WATER RISER DIAGRAM
NOT TO SCALE
~~
~
~~
~~
~~
~~
25 25
VACUUM BREAKER TO ICE MAKER
3"FD
~
~
EXISTING 4" WASTE PIPING
~ ~
EXISTING 4" WASTE PIPING
~ ~
~ ~
CONNECT TO EXISTING 2" VENT
NEW ADA BATH
24
25
25
CONNECT TO EXISTING 2" VENT CONNECT TO EXISTING 2" VENT
~ ~ ~
1 2 3A 3b 4 5
M
M
STOVE TOP
~
3
4
" (TYP.)
1
1
4
" 1
1
2
"
EXISTING BOILERS+HOT WATER HEATERS
EXISTING
3
4
" GAS
1" GAS W/REG+ VENT FROM SERVICE UTILITY
GAS RISER DIAGRAM
NOT TO SCALE
~~
3a
3b
5
1/2"
1/2"
CONNECT TO EXISTING RISERS
1/2"
~ ~
3" FS
20
3/4" 3/4"
3/4"
3/4" 3/4" 3/4" 3/4" 3/4" 3/4"
GROUND FLOOR
CONNECT TO EXISTING GAS
~
3a
3b
5
PLUMBING FIXTURE SCHEDULE
PIPE SIZE (INCH)
MARK
FIXTURE REMARKS
TRAP WASTE VENT C.W. H.W.
WC-1 WATER CLOSET INT. 4 2 1/2 -
WC-2 WATER CLOSET INT. 4 2 1/2 -
FLUSH VALVE, HANDICAPPED
L-1 LAVATORY 1 1/2 1 1/2 1 1/2 1/2 1/2 WALL MOUNT, HANDICAPPED
SS-1 SERVICE SINK 3 3 2 1/2 1/2 W/ WIRE GUARD
FD-1 FLOOR DRAIN 3 3 2 - - W/ DEEP SEAL P-TRAP
DF-1 DRINK FOUNTAIN 1 1/22 1/2 - HANDICAPPED
WH-1 WATER HEATER - - - 1 1 W/ EXPANSION TANK
HA-1 HAMMER ARES - - - 3/4 3/4 END OF EACH LINE
2
FLUSH VALVE
L-2 LAVATORY 1 1/2 1 1/2 1 1/2 COUNTER MOUNT, HANDICAPPED1/2 1/2
FLOOR DRAINFD-2 244 W/ DEEP SEAL P-TRAP--
FS-1 2 2 2FLOOR SINK W/ DEEP SEAL P-TRAP- -
TD-1 TRENCH DRAIN 244 W/ DEEP SEAL P-TRAP--
WASH FOUNTAINWF-1 222 HANDICAPPED3/43/4
KITCHEN SINKKS-1 222 TWO COMP., W/ DISPOSAL1/21/2
KITCHEN SINKKS-2 2 2 2 ONE COMP., W/ DISPOSAL1/2 1/2
BE RE-USED PRIOR TO SUBMISSION OF THE BID.
OF PLUMBING RISERS AND PIPING TO
CONTRACTOR TO FIELD VERIFY THE
LOCATIONS AND EXISTING CONDITIONS
NOTE:
EXISTING 4" W
EXISTING
3
4
" HW/CW
EXISTING
3
4
" HW/CW
~~
~
GROUND FLOOR
~ ~~ ~
1
1
2
" 1
1
2
" 1
1
2
"
C.O
~ ~ ~ ~
~ ~~ ~ ~
EXIST. EXIST.
~ ~
seal & signature
dwg title
twig
cadd
checked by
issue date
AS NOTED
drawn by
02/11/2011
project no.
dwg. no.
scale
cad file
t10-12-0230
375 Beach 92nd StreetQueens, NY 11693
SUBMISSIONS
DATE rev no issue
project
project
375 Beach 92nd StreetQueens, NY 11693
architect
231 West 29th Street - Suite 606, New York, NY 10001
Tel: 212 . 967 . TWIG / Fax: 212 . 967 . 8945
[email protected] www.twigcon.com
A Division of The Wall Consulting Group, Inc. All Rights Reserved. 2007- 2010©
375 Beach 92nd Street P-501.00.dwg
NYC dob#
sheetTHESE PLANS ARE APPROVED ONLY FOR THE WORK ON THE
BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN
ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER
All Drawings And Written Material Herein Constitute The Original And Unpublished Work Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C., And The Same May Not Be Duplicated, Used, Or Disclosed Without The Written Consent Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C. © 2011.
NYCECC NOTES:
TO THE BEST OF MY KNOWLEDGE, BELIEF AND
PROFESSIONAL JUDGMENT, THESE PLANS AND
SPECIFICATIONS ARE IN COMPLIANCE WITH THE
NEW YORK CITY ENERGY CONSERVATION CODE.
02.14.11 1 FILING & PRICING
GROUND FLOORPLUMBINGRISER DIAGRAMS
6 of 6
SPRINKLER DEMOLITION NOTES
EXISTING SPRINKLER PIPING
POINT OF NEW CONNECTION TO EXISTING WORK
REMOVE EXISTING SPRINKLER HEAD AND
ASSOCIATED DROP NIPPLES BACK TO HORIZONTAL
PIPING AND EXTEND NEW PIPING TO NEW HEAD
LOCATION AS REQUIRED.
SECTION DESIGNATION ON DRAWING WHERE SECTION IS CUT
A-SECTION DESIGNATION
B-DRAWING NO.
SPRINKLER RISER DESIGNATION
EXISTING SPRINKLER PIPING TO BE REMOVE AND DISCARDED
SPRINKLER DRAWING LIST
SPRINKLER DRAWING NOTATIONS
SPRINKLER ABBREVIATIONS
WATERFLOW SWITCH
TAMPER SWITCH
FIRE STANDPIPE
FIRE HOSE CABINET
FIRE HOSE RACK
ABOVE FINISHED FLOOR
FSC
WF
TS
FSP
FHR
AFF
DRAWING NOTE TAG
REVISION SYMBOL
A
B
#
NEW CONCEALED PENDENT SPRINKLER HEAD-PREACTION
SPRINKLER PREACTION VALVE
EXISTING PENDENT SPRINKLER HEAD
NEW CONCEALED PENDENT SPRINKLER HEAD
FLOOR CONTROL VALVE ASSEMBLY (FCVA)
PREACTION 6" BELL FOR SUPERVISION
PREACTION 10" BELL/STROBE ALARM
EXISTING HEAD TO BE REMOVED AND CAPPED
EXISTING SIDEWALL SPRINKLER HEAD
NEW SIDEWALL SPRINKLER HEAD
NEW UPRIGHT HEAD, RATED AT 212°F
SPRINKLER LINE REPRESENTATION
SIAMESE CONNECTION
FIRE EXTINGUISHER
VALVE TAMPER SWITCH
SPRINKLER PLUG
PREACTION TROUBLE HORN
FIRE HOSE RACK/SPRINKLER
NEW SPRINKLER PIPING
FIRE HOSE RACK
FIRE HOSE CABINET
MANUAL ABORT STATION
MANUAL PULL STATION
SPRINKLER DELUGE VALVE
HEAT DETECTOR
SMOKE DETECTOR
SPRINKLER DRY PIPE VALVE
SPRINKLER LEGEND
NEW UPRIGHT HEAD
P
H
1. GENERAL
A. PRIOR TO PROPOSAL SUBMISSION, THIS CONTRACTOR SHALL VISIT
THE SITE TO REVIEW THE EXISTING CONDITIONS ASSOCIATED WITH
THE SCOPE OF WORK AND ADJACENT AREAS TO ASCERTAIN THE
DIFFICULTIES WHICH WILL AFFECT THE EXECUTION OF THE WORK
OF THIS CONTRACT.
B. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE
THAT THE ABOVE SITE EXAMINATION HAS BEEN MADE AND LATER
CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT
OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES
ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH
AN EXAMINATION BEEN MADE.
C. DEMOLITION WORK SHALL INCLUDE ALL MATERIALS, LABOR,
EXTENSIONS, CONNECTIONS, CUTTING, REPAIRING, ADAPTING AND
OTHER FIRE PROTECTION WORK REQUIRED TO MAINTAIN SERVICE
PENDING THE COMPLETION OF THE PERMANENT WORK.
COORDINATE THE EXTENT OF DEMOLITION WORK WITH THE
ARCHITECT AND BUILDING MANAGEMENT.
SCOPE OF WORK2.
A. ALL EXISTING WORK REQUIRED TO REMAIN BUT INTERFERING WITH
PROPOSED NEW FIRE PROTECTION (AS WELL AS ELECTRICAL,
MECHANICAL AND GENERAL CONSTRUCTION WORK) SHALL BE
RELOCATED AND RECONNECTED USING MATERIALS CONFORMING
TO STANDARDS OF THIS CONTRACT.
B. REMOVE ALL SPRINKLER HEADS, PIPING, VALVING AND HANGERS
ASSOCIATED WITH PIPING TO BE REMOVED BACK TO MAINS.
IDENTIFY ALL PIPING BY SERVICE TYPE AND CAP AT MAINS.
C. REMOVE EXISTING SPRINKLER WORK AS INDICATED BELOW:
a. REMOVE ALL EXISTING SPRINKLER WORK BACK TO RISER AND
CAP, OR AS NOTED ON DRAWINGS.
b. CONTRACTOR TO CONTACT BUILDING MANAGEMENT AND
TENANT REGARDING REMOVAL SCOPE OF WORK TO MAINTAIN
CONTINUITY OF ALL SERVICES TO ALL TENANTS WHO ARE TO
REMAIN OPERATIONAL AND NOT BE AFFECTED BY DEMOLITION
WORK.
c. ALL EXISTING BUILDING SPRINKLER VALVES SHALL REMAIN.
D. PROVIDE ADDITIONAL SUPPORT FOR ALL EXISTING PIPING TO
REMAIN WHICH ARE AFFECTED BY DEMOLITION OF EXISTING
CEILING AND PARTITIONS.
E. ALL MATERIALS AND EQUIPMENT SHALL BE DISPOSED OF IN
ACCORDANCE WITH APPLICABLE LAWS AND ENVIRONMENTAL
REGULATIONS.
F. COORDINATE WITH OWNER TO DETERMINE WHETHER EQUIPMENT
IS TO BE TURNED OVER FOR FUTURE USE AND STORED IN THEIR
ASSOCIATED STORAGE LOCATIONS.
G. WHEN EXISTING SPRINKLER SYSTEM IS DEACTIVATED THIS
CONTRACTOR TO PROVIDE A TEMPORARY SPRINKLER LOOP
AROUND THE CORE OR PROVIDE A 24 HOUR FIRE-WATCH UNTIL
NEW SPRINKLER SYSTEM BECOMES ACTIVE. INCLUDE ALL IN BID
PRICE.
SPRINKLER NOTES
1. THIS CONTRACTOR SHALL PROVIDE FIRE PROTECTION THROUGHOUT
THE ENTIRE SPACE WITHIN THE SCOPE OF WORK AS REQUIRED BY THE
LOCAL CODES, LOCAL FIRE DEPARTMENT REGULATIONS, BUILDING
MANAGEMENT REQUIREMENTS AND NFPA 13 FOR THE DURATION OF
THE PROJECT. ANY TEMPORARY FIRE PROTECTION SHALL BE
REMOVED UPON ACTIVATION OF PERMANENT FIRE PROTECTION
SYSTEM.
2. SPRINKLER HEADS SHALL BE ±i" FROM CENTER OF TILE, CONTRACTOR
SHALL ALLOW FOR ALL REQUIRED FITTINGS TO ACHIEVE THIS AND
INCLUDE THIS IN THEIR CONTRACT PRICE.
3. CONTRACTOR SHALL COORDINATE ALL NEW WORK WITH NEW WORK OF
OTHER TRADES AND EXISTING CONDITIONS.
4. MINIMUM PIPE SIZE TO ANY SPRINKLER HEAD SHALL BE 1 INCH.
5. SPRINKLER PIPE SIZES SHOWN ARE FOR COST ESTIMATING ONLY, AND
FOR FILING WITH THE BUILDING DEPARTMENT. THIS CONTRACTOR IS TO
PROVIDE THEIR OWN HYDRAULIC CALCULATIONS TO VERIFY PIPE
SIZING AND INCLUDE ANY INCREASED/DECREASED PIPE SIZING WITHIN
THEIR CONTRACT PRICE.
NEW YORK CITY ADDITIONAL SPRINKLER NOTES
REFERENCES:
NOTES: MODIFICATION OF AN EXISTING SYSTEM
1. SPRINKLER HEAD ORIFICE SIZES, TYPE, AND DEFLECTOR POSITIONS
FOR MODIFICATIONS OF AN EXISTING SYSTEM SHALL REMAIN THE
SAME.
2. SPRINKLER MODIFICATIONS SHALL NOT ALTER THE TYPE OF SPRINKLER
SYSTEM.
3. SPRINKLER PIPING RELOCATION SHALL NOT AFFECT THE OPERATION
OF THE SPRINKLER SYSTEM.
4. THE HAZARD OCCUPANCY FOR THIS SPRINKLER SYSTEM UNDER THIS
APPLICATION SHALL REMAIN THE SAME.
5. SPRINKLER MODIFICATIONS SHALL NOT AFFECT THE HYDRAULICALLY
DESIGNED AREA OF APPLICATION OF THE FLOOR.
BUILDING CODE, 2008 EDITION AND NFiPA-13-2002 AS
MODIFIED BY THE NEW YORK CITY BUILDING CODE SEC
903 AND APPENDIX Q.
NEW YORK CITY DOB SPRINKLER NOTES
SHEET #
NEW YORK CITY DOB STANDPIPE NOTES
1. THE INSTALLATION COMPONENT, SIZING, SPACING, CLEARANCES,
POSITION AND TYPE OF SYSTEMS SHALL CONFORM TO APPENDIX Q
SECTION BC Q102 AND SECTION BC 903.
2. ONLY APPROVED MATERIALS SHALL BE USED AS PER CHAPTER 6 OF
APPENDIX Q SECTION BC Q102.
3. DIRECT CONNECTION OF SPRINKLERS TO THE PUBLIC WATER SYSTEM
SHALL CONFORM TO SECTION BCQ 102.1 SEE 15.2.1 AND 15.1.1 (d).
4. SPRINKLER SHALL BE PROTECTED AGAINST FREEZING AND INJURY AS
PER APPENDIX Q BC Q102. SEC. 8.15.3 AND 6.2.8.
5. INSPECTIONS AND TESTS OF SPRINKLERS SHALL BE CONDUCTED AS
PER SEC. 901.5 AND APPENDIX Q SEC. BC Q102. CH. 16.
6. THE OCCUPANCY OF THE AREAS TO BE SPRINKLERED IN ACCORDANCE
WITH SECTIONS 5.2 AND A.5.2 OF APPENDIX Q SECTION BCQ102.
7. WATER SUPPLY TEST PIPES AND GAUGES SHALL BE PROVIDED AS PER
SECTION 8.16.1 AND 8.16.4 OF APPENDIX Q SECTION BC Q102.
8. PIPING, FITTING, SPECIFICATIONS, PIPE SCHEDULES, SYSTEM TEST
PIPES, PROTECTION AGAINST CORROSION, DAMAGE, VALVES,
HANGERS, SPRINKLER GUARDS AND SHIELDS SHALL BE AS PER
APPENDIX Q SECTION BC Q102, CHAPTERS 6 AND 9.
9. STOCK OF EXTRA SPRINKLERS SHALL BE FURNISHED AS PER SECTION
6.2.9 APPENDIX Q SECTION BC Q102 (REQUIRED FOR EACH
TEMPERATURE RATING).
10. SPRINKLER ALARM WILL BE IN ACCORDANCE WITH SECTION 8.16.1 OF
APPENDIX Q SECTION BC Q102.
11. SPACING, LOCATION AND POSITION OF SPRINKLER WILL BE AS PER
SECTION 8 OF APPENDIX Q SECTION BCQ102.
12. ALL BLIND SPACES EXCEEDING 6" IN WIDTH OR DEPTH WHICH CONTAIN
COMBUSTIBLE MATERIAL WILL BE SPRINKLERED.
13. ALL PIPING PASSING THROUGH WALLS WILL COMPLY WITH SECTION
BC712.
14. THERE IS NO HIGH PILED STORAGE AS DEFINED IN SECTION 3-3.12 OF
APPENDIX Q SECTION BC Q102.
15. DISTANCE OF SPRINKLERS FROM HEAT SOURCE SHALL BE AS PER
TABLES 9.3.2.5 (a) AND 8.3.2.5 (b).
16. AS PER SECTION BC903.1.2 PROVIDE DEPARTMENT OF WATER SUPPLY
LETTER WITH FLOW TEST DATA IF THERE IS A DIRECT CONNECTION TO
THE STREET WATER SUPPLY.
17. ALL PIPES PASSING THROUGH FOUNDATION WALLS SHALL BE
PROTECTED AS PROVIDED BY SECTION 305.5 OF THE PLUMBING CODE.
18. THIS APPLICATION IS NOT FILED AS A RESULT OF BY THE FIRE
COMMISSIONER AS AUTHORIZED BY BS&A TO MODIFY THE CERTIFICATE
OF OCCUPANCY NOR IS SUCH ACTION PENDING.
19. ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY SECTION 6-7.4 OF
APPENDIX Q SECTION BC Q102.
20. DRAINAGE SHALL CONFORM TO SECTION 8.15.2 OF APPENDIX Q
SECTION BC Q102.
21. A ONE PIECE REDUCING FITTING OF GOOD DESIGN SHOULD BE USED
WHEREVER A CHANGE IS MADE IN THE SIZE OF PIPE, AS PER SECTION
6.4.6 OF APPENDIX Q SECTION BCQ102.
22. ALL VALVES ON CONNECTIONS TO WATER SUPPLY TO SPRINKLER
SHALL BE APPROVED OS&Y OR APPROVED INDICATOR TYPE.
23. DRAIN VALVES AND TEST VALVES SHALL BE APPROVED TYPE AS PER
SECTION 6.7.3 OF APPENDIX Q SECTION BC Q102.
24. HANGERS SHOULD BE SUPPORTED BY WROUGHT IRON U TYPE OR
APPROVED ADJUSTABLE HANGERS. HANGERS SHALL BE OF THE TYPE
APPROVED FOR USE WITH THE PIPE OR TUBE INVOLVED, AS PER
CHAPTER 9 OF APPENDIX Q SECTION BC Q102.
25. PROVISIONS SHALL BE MADE TO FACILITATE FLUSHING SYSTEM PIPING
BY PROVIDING FLUSHING CONNECTION CONSISTING OF A CAPPED
NIPPLE 4" LONG ON END OF A CROSS MAIN AS PER SECTION 9.14.16 OF
APPENDIX Q SECTION BCQ102.
26. SPRINKLER SHALL BE AN APPROVED TYPE AS PER SECTION 8.3 OF
APPENDIX Q SECTION BC Q102.
27. TEMPERATURE RATING SHALL COMPLY WITH SECTION 8.3 OF APPENDIX
Q SECTION BC Q102.
28. 18" MINIMUM CLEARANCE TO BELOW SPRINKLER DEFLECTOR AS PER
SECTION 8.5.6 OF APPENDIX Q SECTION BC Q102.
29. SPACING AND LOCATION OF SPRINKLERS SHALL COMPLY WITH
CHAPTER 8 OF APPENDIX Q SECTION BCQ102.
30. SPRINKLER SYSTEM COMPLIES WITH NFPA 13-2002 AS MODIFIED BY
APPENDIX Q SECTION BCQ102.
31. SOURCES OF WATER SUPPLY FOR SPRINKLER SYSTEMS AS PER
CHAPTER 15 OF APPENDIX Q SECTION BC Q102.
32. PIPE SCHEDULE SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION
14.5 OF APPENDIX Q SECTION BC Q102.
33. AUTOMATIC INTERLOCK CUTOFF SWITCH FOR VENTILATION WILL
CONFORM TO CHAPTER 6 OF THE MECHANICAL CODE (APPLICABLE
ONLY IF THERE IS AN AIR SYSTEM UTILIZING RECIRCULATED AIR AND
REQUIRING A THERMOSTATIC DEVICE).
34. HYDRAULICALLY DESIGNED SPRINKLER SYSTEMS SHALL BE IN
ACCORDANCE WITH CHAPTER 14 OF APPENDIX Q SECTION BCQ102.
35. MINIMUM BRANCH PIPE SIZE TO BE ONE INCH (1").
36. THIS APPLICATION IS MADE ONLY FOR WORK INDICATED ON THE
SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE
RELIED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR
IN ACCORDANCE WITH APPLICABLE CODES.
SPECIAL INSPECTIONS - NYC ONLY
1. NEW AND ALTERED SPRINKLER SYSTEMS SHALL BE INSPECTED IN
ACCORDANCE WITH NYC BUILDING CODE SECTION 903. THIS
CONTRACTOR OR PERMIT HOLDER FOR THE SPRINKLER WORK SHALL
PERFORM ALL REQUIRED ACCEPTANCE TESTS, COMPLETE AND SIGN
THE APPROPRIATE CONTRACTOR'S MATERIAL AND TEST CERTIFICATES.
THE SPECIAL INSPECTOR SHALL WITNESS ALL REQUIRED TESTS AND
SHALL VERIFY THAT ALL INSTALLATIONS OF ALL MATERIALS, FITTINGS,
HANGERS, ASSEMBLIES AND SIGNAGE ARE IN ACCORDANCE WITH THE
APPROVED CONSTRUCTIONS DOCUMENTS AND THE CONTRACTOR HAS
TRANSMITTED REQUIRED MAINTENANCE LITERATURE AND
INSTRUCTIONS TO THE OWNER. THE SPECIAL INSPECTOR SHALL
VERIFY THE MATERIAL AND TEST CERTIFICATION FORMS HAVE BEEN
TRANSMITTED TO THE FIRE DEPARTMENT AND THE DEPARTMENT OF
BUILDINGS.
2. THE SPECIAL INSPECTOR SHALL BE HIRED DIRECTLY BY THE OWNER OR
THE GENERAL CONTRACTOR. COST FOR THE SPECIAL INSPECTOR
SHALL BE INCLUDED AS PART OF THE SPRINKLER CONTRACTORS
OVERALL BID AND BE BROKEN OUT SO THE OWNER AND OR GENERAL
CONTRACTOR CAN HIRE THE SPECIAL INSPECTOR DIRECTLY WITH THE
FUNDS PROVIDED UNDER THE SPRINKLER CONTRACTORS BID.
SPRINKLER SYSTEM
1. NEW AND ALTERED STANDPIPE SYSTEMS SHALL BE INSPECTED IN
ACCORDANCE WITH NYC BUILDING CODE SECTION 905. THIS
CONTRACTOR OR PERMIT HOLDER FOR THE STANDPIPE WORK SHALL
PERFORM ALL REQUIRED ACCEPTANCE TESTS, COMPLETE AND SIGN
THE APPROPRIATE CONTRACTOR'S MATERIAL AND TEST CERTIFICATES.
THE SPECIAL INSPECTOR SHALL WITNESS ALL REQUIRED TESTS AND
SHALL VERIFY THAT ALL INSTALLATIONS OF ALL MATERIALS, FITTINGS,
HANGERS, ASSEMBLIES AND SIGNAGE ARE IN ACCORDANCE WITH THE
APPROVED CONSTRUCTIONS DOCUMENTS AND THE CONTRACTOR HAS
TRANSMITTED REQUIRED MAINTENANCE LITERATURE AND
INSTRUCTIONS TO THE OWNER. THE SPECIAL INSPECTOR SHALL
VERIFY THE MATERIAL AND TEST CERTIFICATION FORMS HAVE BEEN
TRANSMITTED TO THE FIRE DEPARTMENT AND THE DEPARTMENT OF
BUILDINGS.
2. THE SPECIAL INSPECTOR SHALL BE HIRED DIRECTLY BY THE OWNER OR
THE GENERAL CONTRACTOR. COST FOR THE SPECIAL INSPECTOR
SHALL BE INCLUDED AS PART OF THE STANDPIPE CONTRACTORS
OVERALL BID AND BE BROKEN OUT SO THE OWNER AND OR GENERAL
CONTRACTOR CAN HIRE THE SPECIAL INSPECTOR DIRECTLY WITH THE
FUNDS PROVIDED UNDER THE STANDPIPE CONTRACTORS BID.
STANDPIPE SYSTEM
STANDARD UPRIGHT - RELIABLE MODEL GFR 'QUICK RESPONSE',
AUTOMATIC SPRINKLER, 1/2" ORIFICE, 5.6 K FACTOR, NYC MEA
NUMBER 258-93-E
AREAS WITH NO SUSPENDED CEILINGS -
RECESSED PENDENT - RELIABLE MODEL G4A 'QUICK RESPONSE
CONCEALED AUTOMATIC SPRINKLER, 1/2" ORIFICE, 5.6 K FACTOR, NYC
MEA NUMBER 258-93-E
AREAS WITH SUSPENDED CEILINGS -
SPRINKLER HEAD LOCATIONS
(OFFICE AREAS, TOILET ROOMS LOBBY AREAS))
(STORAGE ROOMS, MECHANICAL & ELECTRICAL EQUIPMENT SPACES)
SPRINKLER DESIGN CRITERIA
BUILDING IS CLASSIFIED IN 'E' OCCUPANCY GROUP (LIGHT HAZARD) WITH INCIDENTAL STORAGE SPACES AND MECHANICAL
SPACES (CLASSIFIED AS ORDINARY HAZARD GROUP 1). THERE ARE NO AREAS CLASSIFIED AS 'EXTRA HAZARD'
1/2 OF ALLOWABLE DISTANCE BETWEEN SPRINKLERS
15'-0" MAXIMUM
0.15 GPM PER SQUARE FOOT
130 SQ. FT.
1500 SQ. FT. (REMOTE AREA)
DISTANCE BETWEEN SPRINKLERS & WALLS:
SPACING BETWEEN SPRINKLERS:
ORDINARY HAZARD (GROUP 1) OCCUPANCY
DESIGN DENSITY:
MAXIMUM COVERAGE PER SPRINKLER:
AREA OF APPLICATION:
1/2 OF ALLOWABLE DISTANCE BETWEEN SPRINKLERS
15'-0" MAXIMUM
0.10 GPM PER SQUARE FOOT
225 SQ. FT.
1500 SQ. FT. (REMOTE AREA)
DISTANCE BETWEEN SPRINKLERS & WALLS:
SPACING BETWEEN SPRINKLERS:
LIGHT HAZARD OCCUPANCY
DESIGN DENSITY:
MAXIMUM COVERAGE PER SPRINKLER:
AREA OF APPLICATION:
DWG # DESCRIPTION
SP-101.00 GROUND LEVEL: SPRINKLER - SYMBOLS & NOTES
SP-201.00 GROUND LEVEL: SPRINKLER - SPECIFICATIONS
SP-301.00 GROUND LEVEL: SPRINKLER - PIPING PLAN & NOTES
1
2
3
4
R
BUILDING CODE SEC. 905, APPENDIX Q AND NFPA 14-2003.
4 OF NFPA 14-2003 AND APPENDIX Q OF NYC BUILDING CODE.
COMMISSIONER PER SEC 905.1 OF NYC BUILDING CODE.
4. STANDPIPE SYSTEMS IN BUILDINGS USE FOR HIGH-PILED COMBUSTIBLE STORAGE SHALL BE IN
ACCORDANCE WITH THE NYC FIRE CODE.
5. INSTALLATION OF STANDPIPE SYSTEMS SHALL COMPLY WITH THE SPECIAL INSPECTION
REQUIREMENTS OF CHAPTER 17 OF NYC BUILDING CODE.
6. CONSTRUCTION DOCUMENTS FOR STANDPIPE SYSTEMS SHALL CONTAIN PLANS THAT INCLUDE
THE INFORMATION AND DATA LISTED IN SEC. 905.1.1 OF NYC BUILDING CODE.
7. ANY SPACE OR ROOM THAT CONTAINS EQUIPMENT OF SUCH NATURE THAT THE USE OF WATER
WOULD BE INEFFECTIVE IN FIGHTING A FIRE THEREIN OR WOULD BE OTHERWISE HAZARDOUS,
SHALL HAVE A CONSPICUOUS SIGN ON EACH DOOR OPENING ON SUCH SPACE OR ROOM
STATING THE NATURE OF THE USE AND THE WARNING: "IN CASE OF FIRE, USE NO WATER."
8. STANDPIPE SYSTEMS SHALL BE INSTALLED WHERE REQUIRED BY SECTION 905.3.1 THROUGH
905.3.6 AND IN THE LOCATIONS INDICATED IN SECTIONS 905.4, 905.5 AND 905.6.
9. STANDPIPE SYSTEMS ARE PERMITTED TO BE COMBINED WITH AUTOMATIC SPRINKLER
SYSTEMS. SEC. 905.3 OF NYC BUILDING CODE.
10. THE LOCATION OF CLASS I STANDPIPE HOSE CONNECTION SHALL COMPLY WITH SEC. 905.4 OF
NYC BUILDING CODE.
11. WHERE THE MOST REMOTE PORTION OF A FLOOR OR STORY IS MORE THAN 150 FEET FROM A
HOSE CONNECTION, ADDITIONAL HOSE CONNECTIONS SHALL BE PROVIDED IN APPROVED
LOCATIONS, SEC. 905.4.
12. CLASS I MANUAL DRY STANDPIPES ARE ALLOWED IN OPEN PARKING GARAGE, SHALL BE
PROVIDED THAT THE HOSE CONNECTIONS ARE LOCATED AS REQUIRED FOR CLASS II
STANDPIPES IN ACCORDANCE WITH SEC. 905.5.
13. STANDPIPE OUTLETS MAY BE OMITTED IN PORTIONS OF FIRST FLOORS OR BASEMENTS THAT
ARE COMPLETELY SEPARATED FROM THE ENTRANCE HALL OR ENCLOSED STAIRWAYS LEADING
TO THE UPPER FLOORS, PROVIDED THAT POTABLE FIRE EXTINGUISHERS ARE INSTALLED,
SUBJECT TO THE APPROVAL OF THE FIRE COMMISSIONER, SEC. 905.3.1.
14. STAGES GREATER THAN 1,000 SQUARE FEET IN AREA SHALL BE EQUIPPED WITH A CLASS III WET
STANDPIPE SYSTEM WITH 1.5-INCH AND 2.5-INCH (38 mm AND 64 mm) HOSE CONNECTIONS ON
EACH SIDE OF THE STAGE.
15. UNDERGROUND BUILDINGS SHALL BE EQUIPPED THROUGHOUT WITH A CLASS I AUTOMATIC
WET OR MANUAL WET.
16. CLASS I STANDPIPE HOSE CONNECTIONS SHALL BE PROVIDED IN ALL LOCATIONS PER SEC.
905.4 OF NYC BUILDING CODE.
17. WHERE THE ROOF HAS A SLOPE OF LESS THAN 4 IN 12, EACH STANDPIPE SHALL BE PROVIDED
WITH A HOSE CONNECTION LOCATED EITHER ON THE ROOF OR AT THE HIGHEST LANDING OF
STAIRWAYS WITH STAIR ACCESS TO THE ROOF. AN ADDITIONAL HOSE CONNECTION SHALL BE
PROVIDED AT THE TOP OF THE MOST HYDRAULICALLY REMOTE STANDPIPE FOR TESTING
PURPOSE.
18. PROTECTION OF RISERS AND LATERALS OF CLASS I STANDPIPE SYSTEM SHALL COMPLY WITH
SEC. 905.4.1 OF NYC BUILDING CODE.
19. CLASS II STANDPIPE HOSE CONNECTIONS SHALL BE ACCESSIBLE AND LOCATED SO THAT ALL
PORTIONS OF THE BUILDING ARE WITHIN 30 FEET (9144 mm) OF A NOZZLE ATTACHED TO 100
FEET (30480 mm) OF HOSE.
20. IN FULLY SPRINKLERED BUILDINGS HAVING A COMBINED STANDPIPE SYSTEM THAT IS
HYDRAULICALLY CALCULATED, THE MINIMUM STANDPIPE SIZE IN BUILDINGS WITH FLOOR
HEIGHTS LESS THAN 150 FT. ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE
ACCESS SHALL BE 4 IN. SEC. 7.6.3 OF APPENDIX Q.
21. CLASS III STANDPIPE SYSTEMS SHALL HAVE HOSE CONNECTIONS LOCATED AS REQUIRED FOR
CLASS I STANDPIPES IN SEC. 905.4 AND SHALL HAVE CLASS II HOSE CONNECTIONS AS
REQUIRED IN SEC. 905.5.
22. CABINETS CONTAINING FIRE-FIGHTING EQUIPMENT SUCH AS STANDPIPES, FIRE HOSES, FIRE
EXTINGUISHERS OR FIRE DEPARTMENT VALVES SHALL NOT BE BLOCKED FROM USE OR
OBSCURED FROM VIEW.
23. STANDPIPE SYSTEMS ARE REQUIRED DURING CONSTRUCTION, ALTERATION AND DEMOLITION
OPERATIONS SHALL BE PROVIDED IN ACCORDANCE WITH SEC. 3303.8 OF NYC BUILDING CODE.
24. CLASS II STANDPIPE SYSTEMS ARE PERMITTED FOR HIGH PILE AND RACK STORAGE
OCCUPANCIES ONLY. SEC. 3.3.27.2 OF APPENDIX Q.
25. FITTINGS SHALL BE EXTRA-HEAVY PATTERN WHERE PRESSURES EXCEED 175 PSI (12.1 BAR).
SEC. 4.3.3 OF NFPA 14-2003.
26. PROTECTION OF STANDPIPE SYSTEM WHERE A STANDPIPE OR LATERAL PIPE THAT IS
NORMALLY FILLED WITH WATER PASSES THROUGH AN AREA SUBJECT TO FREEZING
TEMPERATURES IT SHALL BE PROTECTED TO MAINTAIN THE TEMPERATURE OF THE WATER IN
THE PIPING BETWEEN 40 F AND 120 F (4.4 C AND 48.9 C). SEC. 6.1.2.3 OF NFPA 14-2003.
27. FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED NOT LESS THAN 18 IN. NOR MORE THAN
36 IN. ABOVE THE LEVEL OF THE ADJOINING GROUND, SIDEWALK OR GRADE SURFACE. SEC.
6.3.6 OF NFPA 14-2003.
28. THE MAXIMUM PRESSURE AT ANY POINT IN THE SYSTEM AT ANY TIME SHALL NOT EXCEED 350
PSI (24.1 BAR). SEC. 7.2 OF NFPA 14-2003.
29. BRANCH LINE SHALL BE SIZED BASED ON THE HYDRAULIC CRITERIA ESTABLISHED IN SEC. 7.8 &
7.10 BUT NOT LESS THAN 144" IN. (65 mm). SEC. 7.6.4 OF NFPA 14-2003.
30. HYDRAULICALLY DESIGNED STANDPIPE SYSTEMS SHALL BE DESIGNED TO PROVIDE THE WATER
FLOW RATE AT A MINIMUM RESIDUAL PRESSURE OF 65 PSI (4.5 BAR) AT THE OUTLET OF THE
HYDRAULICALLY MOST REMOTE 144 IN. (65 mm) & 144 IN. (38 mm) HOSE CONNECTION. SEC. 7.8.1.1
OF OF NFPA 14-2003.
31. HOSE CONNECTIONS AND HOSE STATIONS SHALL BE UNOBSTRUCTED AND SHALL BE LOCATED
NOT LESS THAN 3 FT. (0.9 M) OR MORE THAN 5 FT. (1.5 m) ABOVE THE FLOOR. SEC. 7.3.1 OF NFPA
14-2003.
A THREE WAY MANIFOLD EQUIPPED WITH THREE 144 IN. HOSE VALVE WITH HOSE VALVE CAPS.
SEC. 7.3.2.2 OF APPENDIX Q.
EXCEED 100 PSI (6.9 BAR), AN APPROVED PRESSURE RESTRICTED DEVICE SHALL BE PROVIDED.
SEC. 7.8.3.1 OF NFPA 14-2003.
MOST REMOTE STANDPIPE SHALL BE 500 GPM (1893 L/MIN) SEC. 7.10.1.1.1 OF NFPA 14-2003.
MORE HOSE CONNECTIONS ON ANY FLOOR, THE MINIMUM FLOW RATE FOR THE
HYDRAULICALLY MOST DEMANDING HORIZONTAL STANDPIPE SHALL BE 750 GPM (2840 L/MIN).
SEC. 7.10.1.1.2 OF NFPA 14-2003.
WITH THE TOTAL NOT TO EXCEED 1250 GPM OR 1000 GPM FOR BUILDINGS SPRINKLERED
THROUGHOUT. SEC. 7.10.1.1.3 OF NFPA 14-2003.
ABOVE GRADE PLANE SHALL BE AT LEAST 4 INCHES IN SIZE. STANDPIPES IN BUILDINGS WITH
FLOOR HEIGHTS GREATER THAN 150 FT ABOVE GRADE PLANE SHALL BE NO LESS THAN 6
INCHES IN DIAMETER. SEC. 7.6.1 OF APPENDIX Q.
THAT A CHANGE IN THE NORMAL POSITION OF THE VALVE WILL GENERATE A SUPERVISORY
SIGNAL AT THE SUPERVISING STATION REQUIRED BY SECTION 903.4. WHERE A FIRE ALARM
SYSTEM IS PROVIDED, A SIGNAL SHALL ALSO BE TRANSMITTED TO THE CONTROL UNIT.
SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF NYC BUILDING
CODE.
ACCORDANCE WITH SECTION [BC 1704.22] OF THE 2008 NYC BUILDING
CODE.
1. THE COMPLETE STANDPIPE SYSTEM COMPLY WITH THE FULL REQUIREMENTS OF N.Y.C.
2. STANDPIPE SYSTEM COMPONENTS AND HARDWARE SHALL BE IN ACCORDANCE WITH CHAPTER
3. THE LOCATION OF FIRE DEPARTMENT HOSE CONNECTIONS SHALL BE APPROVED BY THE FIRE
32. AT THE TOP OF THE HIGHEST RISER THERE SHALL BE PROVIDED ABOVE THE MAIN ROOF LEVEL
33. WHERE THE RESIDUAL PRESSURE AT A 144 IN. (40 mm) OUTLET ON A HOSE CONNECTION
34. FOR CLASS I AND CLASS III SYSTEMS THE MINIMUM FLOW RATE FOR THE HYDRAULICALLY
35. WHERE A HORIZONTAL STANDPIPE ON A CLASS I AND CLASS III SYSTEM SUPPLIES THREE OR
36. THE MINIMUM FLOW RATE FOR ADDITIONAL STANDPIPES SHALL BE 250 GPM PER STANDPIPE
37. CLASS I AND CLASS III STANDPIPES IN BUILDINGS WITH FLOOR HEIGHTS LESS THAN 150 FT.
38. VALVES CONTROLLING WATER SUPPLIES SHALL BE SUPERVISED IN THE OPEN POSITION SO
39. INSTALLATION OF STANDPIPE SYSTEMS SHALL COMPLY WITH THE
40. STANDPIPE SYSTEM SPECIAL INSPECTIONS SHALL BE PERFORMED IN
SP-401.00 GROUND LEVEL: SPRINKLER - DETAILS
NO
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SITE PLAN: 375 BEACH 92ND STREET, QUEENS , NY
BLOCK #: 16109
LOT #: 43
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seal & signature
dwg title
twig
cadd
checked by
issue date
AS NOTED
drawn by
02/11/2011
project no.
dwg. no.
scale
cad file
t10-12-0230
375 Beach 92nd StreetQueens, NY 11693
SUBMISSIONS
DATE rev no issue
project
project
375 Beach 92nd StreetQueens, NY 11693
architect
231 West 29th Street - Suite 606, New York, NY 10001
Tel: 212 . 967 . TWIG / Fax: 212 . 967 . 8945
[email protected] www.twigcon.com
A Division of The Wall Consulting Group, Inc. All Rights Reserved. 2007- 2010©
375 Beach 92nd Street SP-101.00.dwg
NYC dob#
sheetTHESE PLANS ARE APPROVED ONLY FOR THE WORK ON THE
BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN
ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER
All Drawings And Written Material Herein Constitute The Original And Unpublished Work Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C., And The Same May Not Be Duplicated, Used, Or Disclosed Without The Written Consent Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C. © 2011.
NYCECC NOTES:
TO THE BEST OF MY KNOWLEDGE, BELIEF AND
PROFESSIONAL JUDGMENT, THESE PLANS AND
SPECIFICATIONS ARE IN COMPLIANCE WITH THE
NEW YORK CITY ENERGY CONSERVATION CODE.
02.14.11 1 FILING & PRICING
GROUND FLOORSPRINKLERSYMBOLS & NOTES
1 of 4
B. ROUGH PATCHING WILL BE DONE BY THIS CONTRACTOR IN A MANNER TO ACCOMODA-
1. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE NEW YORK CITY BUILDING
2. WORK SHALL ALSO INCLUDE THE REMOVAL OF EXISTING SPRINKLER PIPING AS
CODE.
2.05 INSERTS, HANGERS, ETC.
SECTION OF THE SPECIFICATION".
TE FINISHED PATCHING WORK. FINISHED PATCHING WILL BE DONE "UNDER ANOTHER
IN THE INSTALLATION OF SPRINKLER SYSTEMS IN THE CITY OF NEW YORK.
ILDING OWNER, WITH OTHER CONTRACTOR AND WITH THE CLIENT.
EQUIPMENT OR MATERIALS SHOULD SUCH PROCEDURE NOT BE FOLLOWED.
PART I - GENERAL
SPRINKLER SYSTEMS & SHALL HAVE HAD A MINIMUM OF FIVE YEARS EXPERIENCE
AND SHALL FULLY FAMILIARIZE HIMSELF WITH THE STRUCTURAL LAYOUT OF THE
THE EXECUTION OF THIS WORK. CONTRACTOR SHALL PERFORM THIS PRIOR
TO SUBMITTING HIS PROPOSAL. SUBMITION OF A PROPOSAL WILL BE CONSTRUED
NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT OR MATERIALS REQUIRED
DISCREPANCIES OR REQUEST CLARIFICATION IN WRITING, IF NECESSARY,
EXISTING BEAMS IN RELATIONSHIP TO THE NEW HVAC DUCT LAYOUT & NEW LIGHTING
CEILING HEIGHTS & BECOME FAMILIAR WITH THE DIFFICULTIES THAT WILL ATTEND
AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE & LATER CLAIMS WILL
BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD
SPRINKLER CONTRACTOR SHALL INFORM ARCHITECT AND/OR ENGINEER OF ANY
CONCERNING THE INTENT OF THE PLANS & SPECIFICATION TO PROVIDE A COMPLETE
SPRINKLER INSTALLATION. LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR,
SYSTEMS SHALL TAKE PLACE AFTER OR BEFORE NORMAL BUSINESS HOURS AND
DINATED WITH THE BUILDING OWNER AND CLIENT. SHUT-DOWNS OF BASE BUILDING
A. THE SPRINKLER CONTRACTOR SHALL BE A LICENSED, AUTHORIZED INSTALLER OF
B. BEFORE SUBMITTING HIS BID, THE SPRINKLER CONTRACTOR SHALL VISIT THE SITE
C. UPON REVIEW OF SPRINKLER DRAWINGS PRIOR TO SUBMITTING HIS PROPOSAL, THE
D. THE SCHEDULING OF THE SPRINKLER WORK SHALL BE COORDINATED WITH THE BU-
E. NECESSARY SHUT-DOWNS OF BASE BUILDING SPRINKLER SYSTEM MUST BE COOR-
A. WORK SHALL INCLUDE ALL SPRINKLER WORK FURNISHED & INSTALLED FOR THE CLIENT.
SUCH AN EXAMINATION BEEN MADE.
SHALL BE CONSIDERED OVERTIME WORK.
1.02 WORK INCLUDED
1.01 REQUIREMENTS
2.03 SPRINKLER HEADS
PART 2 - MATERIALS
2.01 GENERAL
FITTINGS SHALL BE PROVIDED IN LIEU OF BUSHINGS.
BUILDING MANAGER.
2.04 CUTTING AND PATCHING
BUILDING WILL NOT BE PERMITTED EXCEPT AFTER RECEIVING APPROVAL OF THE
CESSARY LARGE OPENINGS. CUTTING OF BEAMS, JOISTS, FLOORS OR WALLS OF THE
RATELY LAYOUT WORK FOR WHICH CUTTING IS REQUIRED, SO AS TO AVOID UNNE-
A. DO ALL CUTTING NECESSARY FOR THE INSTALLATION OF SPRINKLER WORK. ACCU-
TALLATION EXCEPT THAT NO FACE OR FLUSH BUSHING SHALL BE USED. REDUCING
TION'S REQUIREMENTS AS TO TYPES OF MATERIALS, ARRANGEMENT, SIZES & INS-
TO THE NEW YORK CITY BUILDING CODE AND NATIONAL FIRE PROTECTION ASSOCIA-
B. ALL PIPE FITTINGS, HANGERS, SUPPORTS, SPRINKLER HEADS, ETC.,SHALL CONFORM
NECESSARY FOR COMPLETE, SATISFACTORY OPERATING & APPROVED TYPE SYSTEM.
TAGS, ETC., & ALL OTHER RELATED EQUIPMENT, APPARATUS, AND MATERIAL ITEMS
DRAINAGE SYSTEM & VALVES, SPRINKLER HEADS, HANGERS AS REQUIRED, VALVE
A. THE SPRINKLER SYSTEM SHALL BE COMPLETE WITH ALL PIPE, FITTINGS, VALVES,
SPRINKLER SPECIFICATIONS
BEFORE INSTALLATION OF THE SPRINKLER SYSTEM.
NOTED, HEADS, AND SUPPORTS AS NOTED.
CTRICAL SYSTEMS, EITHER EXISTING OR PROPOSED.
DIMENSIONS, ETC., SHALL BE VERIFIED BY FIELD CHECK.
1. A MODIFICATION TO A PIPE SCHEDULE DESIGNED SYSTEM IN ACCORDANCE WITH
WORK. SCALED DIMENSIONS SHALL NOT BE USED. ANY DIMENSIONS NOT SHOWN
PLANS, & SHALL BE INSTALLED WITH NO TOLERANCE FROM THE CENTER OF CEILING
TILE. THE SPRINKLER CONTRACTOR SHALL COORDINATE HIS WORK WITH EXISTING
CONDITIONS & WITH WORK OF ALL OTHER CONTRACTORS. THE CONTRACTOR SHALL
NOTIFY THE ENGINEER OF ANY CONFLICTS IN WRITING BETWEEN THE OTHER TRADES
THE STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION & THE BUIL-
2. DESIGN SYSTEM TO CONFORM WITH BUILDING STRUCTURAL, MECHANICAL & ELE-
SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS. FOR EXACT LOCATIONS,
MOUNTING HEIGHTS, ETC., REFER TO ARCHITECTURAL DRAWINGS AND DETAILS. ALL
B. SPRINKLER HEAD LAYOUT SHALL BE BASED ON THE LOCATIONS INDICATED ON THE
D. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION OF
DRAWINGS, & CATALOG CUTS OF THE FOLLOWING:
REQUIREMENTS OF THE NEW YORK CITY BUILDING CODE.
PRESSURE IN THE SYSTEM IS IN EXCESS OF 150 PSI AS PER NFPA.
1.04 BUILDING DEPARTMENT FILING, PERMITS,
1.05 INSPECTION AND TESTING
TIONS WITH THE NEW YORK CITY BUILDING DEPARTMENT AND BE RESPONSIBLE FOR
A. THE SPRINKLER CONTRACTOR SHALL FILE ALL REQUIRED DRAWINGS AND SPECIFICA-
A. THE CONTRACTOR SHALL SUBMIT, FOR APPROVAL, FULLY COORDINATED SHOP
FOR A PERIOD OF TWO HOURS AT A PRESSURE OF AT LEAST 200 PSI OR 50 PSI
A. ALL FIRE PROTECTION PIPING SHALL BE FLUSHED OUT IN ACCORDANCE WITH REQUI-
C. BEFORE SPRINKLER SYSTEM IS CONCEALED, THE BUILDING DEPARTMENT SHALL BE
B. THE SPRINKLER SYSTEM SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE TEST
A. THE SPRINKLER SYSTEM SHALL BE INSPECTED & TESTED IN ACCORDANCE WITH THE
REMENTS OF THE NATIONAL FIRE PROTECTION ASSOCIATION CODES No.131989 EDITION.
FINAL APPROVAL OF TEST. FINAL APPROVEL OF THE SPRINKLER SYSTEM SHALL BE
DEPARTMENT INSPECTOR SHALL WITNESS THE TEST. FINAL APPROVAL OF THE SPRIN-
NOTIFIED THAT THE SYSTEM IS READY FOR INSPECTION AND TESTING. THE BUILDING
IN EXCESS OF THE MAXIMUM PRESSURE TO BE MAINTAINED WHEN THE MAXIMUM
1.03 SHOP DRAWINGS AND DATA
AND CERTIFICATES
C. SPRINKLER SYSTEM SHALL BE:
DING CODE OF THE CITY OF NEW YORK.
1. PIPE AND FITTINGS
OBTAINING FINAL APPROVAL.
2. SPRINKLER HEADS
3. HANGERS AND SUPPORTS
4. SPRINKLER AND PIPING LAYOUT
OBTAINED FROM BUILDING DEPARTMENT.
1.06 FLUSHING
COMPONENTS.
MINIMUM OF 250 LBS. APPLIED AT THE POINT OF HANGING.
BUILDING CODE AND FACTORY MUTUAL.
TABLE, FLAT IRON TYPE OR CLEVIS TYPE.
1-1/4" SIZES OR 15 FEET FOR SIZES 1-1/2" AND LARGER.
H. EXPANSION SHIELDS FOR SUPPORTING PIPES UNDER CONCRETE CONSTRUCTION MAY
D. SPRINKLER PIPING SHALL BE SUBSTANTIALLY SUPPORTED FROM THE BUILDING STRUC-
C. SPRINKLER PIPING OR HANGERS SHALL NOT BE USED TO SUPPORT NON-SYSTEM
TURE WHICH MUST SUPPORT THE ADDED LOAD OF THE WATER-FILLED PIPE PLUS A
E. SPRINKLER PIPING SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING SHEATHING.
F. WHEN SPRINKLER PIPING IS INSTALLED BELOW DUCTWORK, PIPING SHALL BE SUBSTAN-
TIALLY SUPPORTED FROM THE BUILDING STRUCTURE, NOT FROM THE DUCTWORK.
G. MAXIMUM DISTANCE BETWEEN HANGERS SHALL NOT EXCEED 12 FEET FOR 1" AND
B. HANGERS & THEIR COMPONENTS SHALL BE FERROUS. HANGERS SHALL BE ADJUS-
INSTALLATION OF SPRINKLER SYSTEMS AND AS REQUIRED BY THE NEW YORK CITY
WITH THE STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION FOR THE
A. ALL SPRINKLER PIPING SHALL BE SUBSTANTIALLY SUPPORTED AND SHALL COMPLY
2.06 ESCUTCHEONS
2.07 GUARANTEE
TENSION OR SET SCREW.
2.08 AS-BUILT DRAWINGS
THE PERIOD OF THE GUARANTEE.
OR PARTS OF THE WORK WHICH MAY PROVE DEFECTIVE OR UNSATISFACTORY WITHIN
MANNER APPROVED BY THE ARCHITECTS, WITHOUT COST TO THE OWNER, ANY PART
BY HIMSELF OR BY HIS SUBCONTRACTORS & HE SHALL REPLACE OR REPAIR IN A
THE OWNER, ALL MATERIALS, APPARATUS AND WORKMANSHIP WHETHER FURNISHED
A. GUARANTEE FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE BY
A. PREPARE & SUBMIT "AS-BUILT" DRAWINGS AT THE COMPLETION OF THE PROJECT.
TIONS, FLOORS AND CEILINGS. ESCUTCHEON SHALL BE HELD IN PLACE BY INTERNAL
A. PROVIDE ESCUTCHEONS ON ALL EXPOSED PIPING PASSING THROUGH WALLS, PARTI-
GRAVEL OR CRUSHED STONE AGGREGATE, EXPANSION SHIELDS MAY BE USED IN THE
BE USED IN A HORIZONTAL POSITION IN THE SIDES OF BEAMS. IN CONCRETE HAVING
VERTICAL POSITION TO SUPPORT PIPES 4" OR LESS IN DIAMETER.
b. HEADER CONNECTIONS FOR SPRINKLERS, DROP NIPPLES, SPRIGS, GAUGES,
2. STRAPLESS OUTLET: 1/2" OR 3/4" NPT OUTLET ON 4" (DN100) AND LARGER HEADER
SIZES RATED FOR 300 PSI. VICTAULIC STYLE 923.
3. STRAPLESS THERMOMETER OUTLET: TO ACCOMMODATE INDUSTRIAL GLASS BULB
b. FLEXIBLE TYPE: USE IN SEISMIC AREAS WHERE REQUIRED BY NFPA 13.
VICTAULIC STYLE 75 OR 77.
3. FLANGE ADAPTERS: FOR USE WITH GROOVED END PIPE AND FITTINGS, FOR MATING
TO ANSI CLASS 125 / 150 FLANGES. VICTAULIC STYLE 741 OR 744. FOR MATING TO
ANSI CLASS 300 FLANGES USE VICTAULIC STYLE 743.
C. VICTAULIC GROOVED END FITTINGS: FITTINGS SHALL BE CAST OF DUCTILE IRON
CONFORMING TO ASTM A-536, GRADE 65-45-12 FORGED STEEL CONFORMING TO ASTM
A-234 GRADE WPB 0.375" WALL (9,53 MM WALL), OR FABRICATED FROM STD. WT. CARBON
STEEL PIPE CONFORMING TO ASTM A-53, TYPE F, E OR S, GRADE B. FITTINGS PROVIDED
WITH AN ALKYD ENAMEL FINISH OR HOT DIP GALVANIZED TO ASTM A-153. ZINC
ELECTROPLATED FITTINGS AND COUPLINGS CONFORM TO ASTM B633.
D. VICTAULIC HOLE-CUT BRANCH OUTLETS:
1. BOLTED BRANCH OUTLET:
a. BRANCH REDUCTIONS ON 2" THROUGH 8" HEADER PIPING. BOLTED BRANCH
IPS GROOVED PIPING SYSTEM: VICTAULIC GROOVED MECHANICAL PIPE COUPLINGS,
FITTINGS, VALVES AND OTHER GROOVED COMPONENTS MAY BE USED AS AN OPTION TO
WELDING, THREADING OR FLANGED METHODS. ALL GROOVED COMPONENTS SHALL BE
OF ONE MANUFACTURER AND SHALL BE UL LISTED AND/OR FM GLOBAL APPROVED.
GROOVED END PRODUCT MANUFACTURER TO BE ISO-9001 CERTIFIED. GROOVED
COUPLINGS SHALL MEET THE REQUIREMENTS OF NFPA-13. ACCEPTABLE MANUFACTURES
ARE VICTAULIC COMPANY OF AMERICA OR APPROVED EQUAL BY ENGINEER.
B. MECHANICAL COUPLINGS FOR JOINING CARBON STEEL PIPE
a. RIGID TYPE:
2.02 SPRINKLER PIPING
1.0
MECHANICAL COUPLINGS: MECHANICAL COUPLINGS SHALL BE MANUFACTURED IN
TWO SEGMENTS OF CAST DUCTILE IRON, CONFORMING TO ASTM A-536, GRADE
65-45-12. GASKETS SHALL BE PRESSURE-RESPONSIVE SYNTHETIC RUBBER, GRADE
TO SUIT THE INTENDED SERVICE, CONFORMING TO ASTM D-2000. MECHANICAL
COUPLING BOLTS SHALL BE ZINC PLATED (ASTM B-633) HEAT TREATED CARBON
STEEL TRACK HEAD CONFORMING TO PHYSICAL PROPERTIES OF ASTM A-449,
MINIMUM TENSILE STRENGTH 110,000 PSI.
1.
A. PIPE/GROOVED (STANDARD/LIGHTWALL): CARBON STEEL, A-53B/A-106B - ROLL
OR CUT GROOVED-ENDS AS APPROPRIATE TO PIPE MATERIAL, WALL THICKNESS,
PRESSURES, SIZE AND METHOD OF JOINING. PIPE ENDS TO BE GROOVED IN
ACCORDANCE TO ANSI/AWWA C-606.
1) INSTALLATION READY: RIGID JOINTS SHALL BE VICTAULIC FIRELOCK EZ
STYLE 009H, IN SIZES 1-1/4" THROUGH 4", WHICH SHALL BE DESIGNED FOR
DIRECT "STAB" INSTALLATION ONTO GROOVED PIPE WITHOUT PRIOR
DISASSEMBLY OF THE COUPLING. HOUSINGS SHALL BE CAST WITH
OFFSETTING, ANGLE-PATTERN BOLT PADS.
2) STANDARD RIGID JOINTS SHALL BE VICTAULIC STYLE 005, IN SIZES 5"
THROUGH 8" (FIRELOCK 005) OR 07 (ZERO-FLEX). HOUSINGS SHALL BE
CAST WITH OFFSETTING, ANGLE-PATTERN BOLT PADS TO PROVIDE
SYSTEM RIGIDITY AND SUPPORT AND HANGING IN ACCORDANCE WITH
NFPA 13.
3) RIGID COUPLINGS SHALL REQUIRE VISUAL PAD-TO-PAD VERIFICATION OF
COMPLETE INSTALLATION.
FIRE PROTECTION
SERVICE
DRY SYSTEMS
FREEZER
APPLICATIONS
WATER / WET
SYSTEMS
TEMPERATURE
RANGE
AMBIENT
-40°F TO 0°F
AMBIENT
GASKET
TECCOMMENDATIONS
FLUSHSEAL, GRADE EPDM,
GRADE EPDM, TYPE A
TYPE A
FLUSHSEAL, GRADE L,
SILICONE
MECHANICAL COUPLINGS GASKET: PRESSURE-RESPONSIVE, SYNTHETIC RUBBER
RATER FOR USE WITH THE HOUSINGS.
2.
OUTLETS SHALL BE MANUFACTURED FROM DUCTILE IRON CONFORMING TO
ASTM ASTM A-536, GRADE 65-45-12, WITH SYNTHETIC RUBBER GASKET, AND
HEAT TREATED CARBON STEEL ZINC PLATED BOLTS AND NUTS CONFORMING
TO PHYSICAL PROPERTIES OF ASTM A-183. VICTAULIC STYLE 920 / 920N.
AND DRAINS ON 1-1/4" THROUGH 2-1/2" HEADER PIPING. OUTLETS SHALL BE
MANUFACTURED FROM DUCTILE IRON CONFORMING TO ASTM ASTM A-536,
GRADE 65-45-12, WITH SYNTHETIC RUBBER GASKET, AND HEAT TREATED
CARBON STEEL ZINC PLATED BOLTS AND NUTS CONFORMING TO PHYSICAL
PROPERTIES OF ASTM A-183. VICTAULIC FIRELOCK OUTLET TEE STYLE 922.
THERMOMETERS WITH STANDARD 1-1/4"-18 NEF 2B EXTRA FINE THREAD AND 6"
NOMINAL BULB LENGTH ON 4" (DN100) AND LARGER HEADER SIZES RATED FOR 300
PSI. VICTAULIC VIC-O-WELL STYLE 924
A. VICTAULIC SPRINKLER HEADS: DIE-CAST BRASS FRAME, TEFLON
ENCAPSULATED BELLEVILLE SPRING SEAL AND FRANGIBLE GLASS BULB. BODY
CAST WITH HEX SHAPED WRENCH BOSS. (SPRINKLERS SHALL NOT CONTAIN
O-RINGS.) QUICK OR STANDARD RESPONSE TYPE.
1. GUARDS AND ESCUTCHEONS: GUARDS AND ESCUTCHEONS SHALL BE
LISTED, SUPPLIED, AND APPROVED FOR USE WITH THE SPRINKLER BY THE
SPRINKLER MANUFACTURER.
seal & signature
dwg title
twig
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checked by
issue date
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02/11/2011
project no.
dwg. no.
scale
cad file
t10-12-0230
375 Beach 92nd StreetQueens, NY 11693
SUBMISSIONS
DATE rev no issue
project
project
375 Beach 92nd StreetQueens, NY 11693
architect
231 West 29th Street - Suite 606, New York, NY 10001
Tel: 212 . 967 . TWIG / Fax: 212 . 967 . 8945
[email protected] www.twigcon.com
A Division of The Wall Consulting Group, Inc. All Rights Reserved. 2007- 2010©
375 Beach 92nd Street SP-201.00.dwg
NYC dob#
sheetTHESE PLANS ARE APPROVED ONLY FOR THE WORK ON THE
BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN
ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER
All Drawings And Written Material Herein Constitute The Original And Unpublished Work Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C., And The Same May Not Be Duplicated, Used, Or Disclosed Without The Written Consent Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C. © 2011.
NYCECC NOTES:
TO THE BEST OF MY KNOWLEDGE, BELIEF AND
PROFESSIONAL JUDGMENT, THESE PLANS AND
SPECIFICATIONS ARE IN COMPLIANCE WITH THE
NEW YORK CITY ENERGY CONSERVATION CODE.
02.14.11 1 FILING & PRICING
GROUND FLOORSPRINKLERSPECIFICATIONS
2 of 4
GROUND FLOOR: SPRINKLER PLAN
SCALE: 3/16" = 1'-0"
INVOLVED OFFSETS IN PIPING AROUND OBSTRUCTIONS SHALL BE
PROVIDED AT NO ADDITIONAL COST TO THE OWNER.
4. ALL PIPING WORK SHALL BE COORDINATED WITH ALL TRADES
ACCESS ARE ACCESSIBLE.
1. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM
ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE
PIPING SYSTEMS AS INDICATED ON THE DRAWING.
GENERAL SPRINKLER PIPING NOTES
2. UNLESS OTHERWISE NOTED, ALL PIPING IS OVERHEAD, TIGHT
TO THE UNDERSIDE OF STRUCTURE/SLAB, WITH SPACE FOR
3. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, UNIONS,
TRAPS, FLANGES AND OTHER APPURTENANCES REQUIRING
INSULATION AS SPECIFIED.
5. NEW SHEET-ROCK CEILING SHALL COMPLY WITH MINIMUM 1-HR
RATED CEILING IN COMPLIANCE WITH APPLICABLE BUILDING CODES.
20
ORDINARY HAZARD PIPE SCHEDULE
NOTES:
5
3
10
2
# OF SPRINKLER HEADS
2"
2-1/2"
1-1/2"
1-1/4"
1"
PIPE SIZE
40 3"
65 3-1/2"
PIPES SIZES SHOWN ARE BASED ON DESIGN PIPING LAYOUTS ONLY.
ACTUAL PIPE SIZES SHALL BE DETERMINED BY CONTRACTORS HYDRAULIC
CALCULATIONS BASED ON HIS INSTALLATION DRAWINGS. CONTRACTOR
SHALL ALLOW FOR THIS AND INCLUDE THIS ON HIS CONTRACTOR PRICE.
SPRINKLER SCOPE OF WORK
NOTES:
LOCATION
1. ALL NEW SPRINKLER HEADS SHALL BE BASED ON VICTAULIC OR APPROVED EQUAL
LOCAL MANUFACTURER REPRESENTATIVE: VICTAULIC (516)297 -9637
EXISTING TO REMAIN REMOVED RELOCATED NEW REMARKS
GROUND
FLOOR
0 0 0 5 ALL SPRINKLER HEADS
PROVIDED ARE NEW
FC
VA
56 PSI
EXISTING 1 1/2" DRAIN
1 1/2"
4"
4"
4"
6X6 EXHAUST
CONNECT TO EXISTING
SPRINKLER SYSTEM
1 1/4"
1"
seal & signature
dwg title
twig
cadd
checked by
issue date
AS NOTED
drawn by
02/11/2011
project no.
dwg. no.
scale
cad file
t10-12-0230
375 Beach 92nd StreetQueens, NY 11693
SUBMISSIONS
DATE rev no issue
project
project
375 Beach 92nd StreetQueens, NY 11693
architect
231 West 29th Street - Suite 606, New York, NY 10001
Tel: 212 . 967 . TWIG / Fax: 212 . 967 . 8945
[email protected] www.twigcon.com
A Division of The Wall Consulting Group, Inc. All Rights Reserved. 2007- 2010©
375 Beach 92nd Street SP-301.00.dwg
NYC dob#
sheetTHESE PLANS ARE APPROVED ONLY FOR THE WORK ON THE
BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN
ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER
All Drawings And Written Material Herein Constitute The Original And Unpublished Work Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C., And The Same May Not Be Duplicated, Used, Or Disclosed Without The Written Consent Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C. © 2011.
NYCECC NOTES:
TO THE BEST OF MY KNOWLEDGE, BELIEF AND
PROFESSIONAL JUDGMENT, THESE PLANS AND
SPECIFICATIONS ARE IN COMPLIANCE WITH THE
NEW YORK CITY ENERGY CONSERVATION CODE.
02.14.11 1 FILING & PRICING
GROUND FLOORSPRINKLERPLAN & NOTES
3 of 4
NOT TO SCALE
TYPICAL CONCEALED SPRINKLER HEAD DETAIL
"C" CLAMP
STEEL RESTRAINING STRAP
EXISTING WF STEEL MEMBER
ROD (SIZE AS REQUIRED)
THE MANUFACTURER'S RECOMMENDATION
INSTALLATION SHALL BE IN ACCORDANCE WITH
SERIES HDI, OR APPROVED EQUAL.
CONCRETE ANCHOR HILTI-KWICK BOLT,
COUPLER
CONCRETE CLAB
SPRINKLER PIPE
CLEVIS HANGER
NOT TO SCALE
TYPICAL HANGER DETAILS
PIPING EXPOSED TO VIEWCONCEALED PIPING
SPECIFICATIONS
OPENING (TYP. FOR EACH SIDE)
FINISHED WALL SURFACE
FINISHED ESCUTCHEON PLATE
FLUSH AGAINST WALL AND OF
SIZE TO COMPLETELY COVER
SEAL OR CAULK SLEEVES THRU
FIRE WALLS IN A SMOKE TIGHT
1/2" CLEAR MAXIMUM
FINISHED WALL SURFACES
TERMINATE SLEEVE FLUSH WITH
STANDARD WEIGHT STEEL PIPE
SLEEVE TO PASS PIPE
MANNER. REFER TO
CHROMIUM-PLATED CAST BRASS ESCUTCHEONS WITH FASTENING SET SCREWS.
A. SLEEVES FOR PIPING THROUGH MASONRY WALLS SHALL BE SCHEDULE 40, STANDARD
B. PIPING PASSING THROUGH CONCRETE FLOORS SHALL HAVE AN OPENING CORE DRILLED SO
AND FLOORS, WITH A NON-HARDENING COMPOUND SIMMILAR OR EQUAL TO DUXSEAL AS
BE PACKED WITH MINERAL WOOL AND SEALED, TO RETAIN THE FIRE INTEGRITY OF THE WALLS
C. ANNULAR SPACES BETWEEN PIPING AND SLEEVES OR CORE DRILLED FLOOR OPENINGS SHALL
THAT THE SPACE BETWEEN THE OPENING AND THE PIPE SHALL NOT EXCEED ONE-HALF INCH.
A. PIPING PASSING THROUGH WALLS SHALL HAVE A TRIM OPENING CUT NO GREATER THAN
SHALL HAVE A SUFFICIENT LENGTH TO BE FLUSH WITH THE FINISHED WALL SURFACE.
GALVANIZED STEEL PIPE; IN FRAMED PARTITIONS SHALL BE 20 GAUGE SHEET METAL. THE
B. EXPOSED PIPING PASSING THROUGH WALLS, FLOORS OR CEILING SHALL BE FITTED WITH
SPACE BETWEEN THE PIPE AND ITS SLEEVE SHALL NOT EXCEED ONE-HALF INCH. THE SLEEVE
NECESSARY FOR THE INSTALLATION OF A SLEEVE SECURED THEREIN.
MANUFACTURED BY THE J.M. CLIPPER CORP.
CUTTING AND PATCHING
SLEEVES AND ESCUTCHEONS
NOTES:
SIDEWALL SPRINKLER DETAIL
2.1.3.
7.
5.
NOT TO SCALE
NOT TO SCALE
TYPICAL DETAIL OF PIPE INSTALLATION THRU RATED WALL
6.
4.NOT TO SCALE
DRY PENDANT SPRINKLER DETAIL
NOT TO SCALE
TYPICAL: "AUXILIARY" SPRINKLER DRAIN VALVE-DETAIL
SUSPENDED CEILING
MAIN
SPRINKLER CROSS
END OUTLET
WITH CAPPED HOSE
1" DRAIN VALVE
LOOP MAIN
SPRINKLER
TYPICAL UPRIGHT SPRINKLER HEAD DETAIL
NOT TO SCALE
8. 9.
NOT TO SCALE
ARM OVER DETAIL
TYPICAL FLOOR CONTROL VALVE ASSEMBLY
NOT TO SCALE
3/16"
CEILING HOLE
2-3/8" DIA. COVER
TEE OR ELBOW
ASSEMBLY
SPRINKLER CUP
1/2"x2" REDUCING
COVER PLATE
ASSEMBLY
3-1/4" DIA.
1/2" COVER MAX.
ADJUSTMENT
CASTING
TO
C
LG
. D
IM
EN
SIO
N M
AX
.
MEA#: 62-99-E
MODEL#: V3801-SR, V3802-QR
MANUFACTURER: VICTAULIC
NOTES:
TYPICAL CEILING TILE
2-7/16" F
AC
E O
F F
IT
TIN
G
3/16"
VICTAULIC SUBMITTAL #40.50
VICTAULIC SUBMITTAL # 40.33
MEA#: 62-99-E
MODEL#: V3415-SR, V3416-QR
MANUFACTURER: VICTAULIC
NOTES:
2" Min.
Hole
2 3/8" Max.
Hole
0.7500
FINISHED CEILING
2 15/16"
1 15/16"
PER NFPA
4"-12"
1 1/8"
1/8"
VICTAULIC MODEL V3801 - V3802
NEW SPRINKLER HEAD
SUSPENDED CEILING
HEAD TO BE BE REMOVED
EXISTING SPRINKLER
VA
RIE
S
BRANCH MAIN
EXISTINGC
NEW 1"Ø PIPE NIPPLE
VARIES
EXISTING ELBOW
VARIES
1" SYSTEM
DROP NIPPLE
COUPLING
1" x 1/2"
VICTAULIC STYLE 922
FIRELOCK OUTLET TEE/
920 MECHANICAL TEE
ELL OR TEE
1"x 1/2" REDUCING
VICTAULIC SUBMITTAL #40.10
NOTES:
MANUFACTURER: VICTAULIC
MODEL#: V2703-SR, V2704-QR
MEA#: 62-99-E
9 UL/FM APPROVED FLOW SWITCH
(SEISMIC APPLICATION - NOT SHOWN)
11 TO SPRINKLER SYSTEM
10 PRESSURE GAUGE
(SYSTEM SENSOR WDF)
8 VICTAULIC 177 (OR) 75 FLEXIBLE COUPLING
7 VICTAULIC 009H RIGID COUPLING (OR) 005
6 VICTAULIC 001 ELBOW
5 VICTAULIC 705 BUTTERFLY VALVE (*2)
4 VICTAULIC 747M RISER MANIFOLD (*1)
3 VICTAULIC MECH TEE STYLE 920
2 RISER
1 DRAIN RISER
705 - MEA#: 276-99-E
MANUFACTURER: VICTAULIC
NOTES:
* 1 VICTAULIC SUBMITTAL #10.96
* 2 VICTAULIC SUBMITTAL #10.81
PRODUCT LEGEND
FLOOR CONTROL VALVE ASSEMBLY
747M - MEA#: 230-96-E
ADJUSTMENT
1 1/2" TOTAL
Ceiling
Ceiling
Ceiling
1" NPT
HOLE IN CEILING
1 3/4" MIN. DIA.
3 7/32" DIAMETER
2 1/2" MIN.
4" MAX.
(MIN. 1 1/4")
"A"
SEE "IMPORTANT INSTALLATION
INFORMATION", SUBMITTAL 40.33
AS SPRINKLER THREAD SIZE.
TEE WITH SAME OUTLET SIZE
SLEEVE & SKIRT
MODEL V3606 QR
ESCUTCHEON
VICTAULIC MODEL V3605 SR
NOTES:
MANUFACTURER: VICTAULIC
MODEL#: V3605-SR, V3606-QR
MEA#: 62-99-E
VICTAULIC SUBMITTAL # 40.60
MEA#: 62-99-E
VICTAULIC SUBMITTAL #40.50
seal & signature
dwg title
twig
cadd
checked by
issue date
AS NOTED
drawn by
02/11/2011
project no.
dwg. no.
scale
cad file
t10-12-0230
375 Beach 92nd StreetQueens, NY 11693
SUBMISSIONS
DATE rev no issue
project
project
375 Beach 92nd StreetQueens, NY 11693
architect
231 West 29th Street - Suite 606, New York, NY 10001
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375 Beach 92nd Street SP-401.00.dwg
NYC dob#
sheetTHESE PLANS ARE APPROVED ONLY FOR THE WORK ON THE
BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.
APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN
ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER
All Drawings And Written Material Herein Constitute The Original And Unpublished Work Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C., And The Same May Not Be Duplicated, Used, Or Disclosed Without The Written Consent Of The Wall Consulting Group, Inc. and/or TWIG Consulting Engineers, P.C. © 2011.
NYCECC NOTES:
TO THE BEST OF MY KNOWLEDGE, BELIEF AND
PROFESSIONAL JUDGMENT, THESE PLANS AND
SPECIFICATIONS ARE IN COMPLIANCE WITH THE
NEW YORK CITY ENERGY CONSERVATION CODE.
02.14.11 1 FILING & PRICING
GROUND FLOORSPRINKLERDETAIILS
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