HomeMy WebLinkAbout44-98 ADLS Blockbuster Large Format.17GENERAL CON57RUC71 ON 5FE0 I f= I CA71 0N5 - BUILDING SHELL
SECTION 15025
CODES, FERMI T5, TE5T5,
IN5PEOTION5 :€ 6UARANTEE5
PART I: GENERAL
1.01 ALL WORK SHALL CONFORM WITH THE RUTS AND REGULATIONS
OF ALL NATIONAL, STATE AND LOCAL CODES, STATE FIRE MARSHAL
AND ANY OTHER ORDINANCE5 COVERING THESE INSTALLATIONS.
IO2 EACH CONTRACTOR 5HALL GIVE ALL NECESSARY NOTICES,
OBTAIN AND PAY FOR ALL PERMITS AND PAY ALL GOVERMENT&
TAXES, FEES FOR STREET CUTS, SEWER CONNECTIONS, WATER TAP5,
WATER METERS, FIRE PROTECTION CITY MAIN FLOW TESTS, AND
OTHER C05TS IN CONNECTION WITH HIS WORK
103 EACH CONTRACTOR SHALL TEST, OR ARRANSE FOR THE
TESTING, OF ALL 5Y5TEM5 INSTALLED BY HIM IN ACCORDANCE WITH
THE REOUIF454 NTS OF THE AUTHORITIES HAVING JURISDICTION AND
THE 11MQUIRt3HENT5 INDICATED IN THESE SPECIFICATION5.
104 ALL FINAL TESTS 5HALL BE MADE IN THE PRESENCE OF THE
APPROPRIATE INSPECTOR AND ENSINEE.
1.05 CONTRACTOR SHALL PROVIDE MINIMUM OF 46 HOURS ADVANCED
NOTICE OF ANY TESTING.
Db NO WORK SHALL BE COVERED UNTIL PROPER TESTS HAVE BEEN
MADE AND CERTIFIED.
1.07 ALL MATERIAL5, EQUIPMENT, FIXTURES AND DEVICES SHALL
BE GUARANTEED TO BE FREE FROM MECHANICAL DEFECTS OR FAULTY
WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF
ACCEPTANCE BY THE ARCHITECT/Br61NEER FOR THE OYWER, EXCEPT
AS SPECIFIED OTHERWISE WITH SPECIFIC EQUIPMENT.
1.08 THE ENGINEER 15 AWARE AND THE BIDDERS ARE HERBY MADE
AWARE THAT CERTAIN MANUFACTUl; R'5 EQUIPMENT GURARANTEE5 ARE
VALID ONLY FOR A PERIOD OF ONE YEAR FROM THE DATE OF
SHIPMENT OR INSTALLATION AND WILL THEREFORE NOT BE VALID
UNTIL THE DATE OF 6URARAN TE SET FORTH HEREIN IT SHALL
THEREFORE BE NOTED THAT THE CONTRACTOR SHALL BE DULY
RESPONSIBLE FOR ALL MATERIAL, EQUIPMENT AND LABOR FOR THE
FULL GUARANTEE PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE
OR 925TANTIAL COMPLETION AS DETERMINED BY THE
ARCHHITECT/ENSINEER AND/OR 01443L
SECTION 15024
MECHANICAL COORDINATION
TAI MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE
PROPER COORDINATION OF His PORTION OF THE WORK SPECIFIED HEREIN.
1.02 THE CONTRACTOR 15 DIRECTED TO VI51T THE PREMISES AND
MAKE HIMSELF THOROUGHLY FAMILIAR WITH THE GENERAL LAYOUT OF
THE BUILDING SITE AND THE LOCATION OF THE PRESENT LINES TO
WHICH CONNECTIONS SHALL BE MADE BEFORE 5UBMITTIN& HI5 BID
PROPOSAL. THE GONTRATOR SHALL ALSO CHECK PRESENT GRADES,
RITC IE5, PAVEMENTS, 5EN3t5 AND/OR ANY OTHER CONDITIONS
AFFECTING THE UTILITY INSTALLATION CONTEMPLATED UNDER THE
CONTRACT. SUCH OFF5ET5 AS MAY IE REQUIRED TO LEAVE NEW
WORK CLEAR ETC. MUST BE INCLUDED IN THE CONTRACTORS
HPROH'OSAL, AND THE CONTRACTOR MUST A65l THE FULL
RESPONSIBILITY FOR HAVING MADE A PROPER AND THOROUGH
INVESTIGATION OF THESE REQUIREMENTS. THE CONTRACT WITH A
CONTRACTOR SHALL BE BASED UPON THE A55UMPTION THAT THE
CONTRACTOR HAS INVESTIGATED AND UNDERSTANDS AND ACCEPTS ALL
EXISTING CONDITIONS. NO LATER CLAIM FOR EXTRA COMPS N ATION
DUE TO ERROR OR EXISTING, CONDITIONS WILL BE ALLOVCD.
103 THE CONTRACTOR SHALL CAREFU LY STUDY THE CONTRACT
DOCUMENTS PRIOR TO AND DURING THE COURSE OF CONSTRUCTION.
ANY ERRORS IN LAYOUT OR ERRORS OF OM155ION WHICH ARE
DISCOVERED SHALL BE REFERRED IMMEDIATELY TO THE ENGINEER
FOR INTF47FZTAT10N OR CORRECTION. NO WORK SHALL BE DONE
BEFORE NOTIFICATION.
104 ANY APPARATUS, APPLIANCE, MATERIAL OR WORK NOT SHOT N
ON DRAWIN65, BUT MENTIONED IN THE SPECIFICATIONS OR VICE
VERSA, OR ANY INCIDENTAL ACCESS,- ES NEC RY TO MAKE THE
WORK COMPLETE AND PERFECT IN ALL RESPECTS AND READY FOR
OPERATION, EVEN IF NOT PARTICULARLY SPECIFIED, SHALL BE
FURNISHED, DSJVERED AND INSTALLED BY THE CONTRACTOR AT HIS
EXPENSE.
105 CONTRACTOR SHALL MANGE MINOR ADJUSTMENTS IN LOCATION
OF PIPING, OUTLETS, AND/OR EQUIPMENT AT NO ADDITIONAL
CHARGE IF SO DIRECTED PRIOR TO THEIR INSTALLATION. V44M
OFFSETS IN PIPING, ADDITIONAL FITTINGS, NECESSARY DRAINS,
MINOR VALVES, TRAPS, DEVILS, ETC., ARE REQUIRED TO
COMPLETE THE INSTALLATION, TO CLEAR 096TIZZTIONLS OR THE
HORK OF OTHER CONTRACTORS, OR FOR THE PROPER OPERATION OF
THE SYSTEM, THESE SHA -L. BE DIEMED TO BE INCLUDED IN THE
CONTRACT AND SHALL BE FURNISHED AND INSTALLED COMPLETE BY
THE CONTRACTOR AT NO ADDITIONAL CHARGE.
106 YWILE EX1ST1N& STORM SEWERS, SANITARY SEVERS, WATER MAINS,
GAS MAINS, POMH6R LINES, TELEPHONE LINES AND OTHER UTILITY
SERVICES, AND/OR INSTALLATIONS, BOTH UNDERGROUND AND OVERHEAD,
HAVE BEEN INDICATED ON THE DRANN65 IN ACCORDANCE WITH THE BEST
AVAILABLE INFORMATION, THE DRAWIN65 DO NOT IN ANY WAY PURPORT TO
BE COMPLETE OR ACCEPTABLE IN ALL QTS. EACH CONTRACTOR
SHALL BE HELD EXPRESSLY RESPONSIBLE FOR DETERMINING THE EXACT
LOCATION OF ALL SUCH SERVICE LINES AND/OR INSTALLATIONS
ENCOUNTERED IN THE PERi=ORMANGE OF HIS CONTRACT AND FOR THE
PROVISION OF SUITABLE PROTECTION, SUPPORT AND MAINTENANCE
I.0`7 IT 54ALL SE THE RB5PON51BLIITY OF THE CONTRACTOR To INSi1RE
THAT ITEMS TO BE FURNISHED FIT THE SPACE AVAILABLE, KITH PROPER
PROVISIONS FOR ACCESS TO EQUIPMENT FOR MAINTENANCE AND
F43n AGE IvENT. HE SHALL MAKE NECESSARY FIELD MEASUREMENTS TO
ASCERTAIN SPACE REQUIRENENT5, INCLUDING THOSE FOR CONNECTIONS,
AND Ria-E0VAL OF PARTS, AND SHALL FJRNLSH AND INSTALL ACCESS
PANELS AS, REQUIRED THAT THE FINAL. INSTALLATION SHALL SUIT THE
TRE INTENT AND MERNIN& OF- THE DRAMNS5 ANO SPE�!EFICATIONS. ALL
INSTALLATIONS SHALL BE MADE TO MAINTAIN MAXIMUM HEADROOM AND
C. EARANGE AROUND E 00PMBNT. M>lENI 9 ACE AND/oR H EAVR.00M APPEAR
INADEQUATE, CONTACTOR SHALL NOTIFY ENGINEER PRIOR TO PROCIEEDING
WITH THE INSTALLATION OR FABRICATION OF WORK CONTRACTOR SHALL_
LOCATE ALL EQIUIPMENT WHICH MUST BE SERVICED, OPE:RATLD OR
MAINTAINED IN FULLY ACCESSIBLE POSITIONS. MINOR DEVIATIONS FROM
THE CONTRACT DRAKN65 MAY BE MADE TO ALLOW FOR BETTER
ACCESSIBILITY, BUT 014AN6E5 OF MAGNITUDE OR MWICH INVOLVE EXTRA
COST SHALL. NOT BE MADE WITHOUT APPROVAL..
1.08 CONTRACTORS FOR THE VARIOUS BRANCHES OF WORK SHALL
EXCHANGE COMPLETE ORIGINAL AND REVISED DRAWINGS, DETAILS,
INFORMATIONI, ETC., DURING THE PROGRESS OF THE JOB SUCH THAT ALL
INSTALLATIONS ARE PROPERLY COORDINATED AND FIT TOGETHER IN TO A
COMPLETE AND A Z492TABL.E PROJECT.
1.04 WHERE THE WORK OF THE CONTRACTOR WILL BE INSTALLED IN
CLOSE PROXIMITY To WORK OF OTHER TRADES, OR WERE THERE 15
EVIDENCE THAT THE WORK OF THE CONTRACTOR WILL INTERFERE WITH THE
WORK OF OTHER TRADES, HE 5HALL A6515T IN WORKING OUT SPACE
CONDITIONS TO MANCE A SATISFACTORY ADJUSTMENT. IF 50 DIRECTED BY
THE ENGINEER, THE CONTRACTOR SHALL PREPARE COMPOSITE WORKING
DRAWINGS, AND SECTIONS AT A SUITABLE SCALE OF NOT LESS THAT 1/4'
- I -O' CLEARLY SHOWING HOW HI5 WORK 15 TO BE INSTALLED IN
RELATION TO THE WORK OF OTHER TRADES, OR 50 TO CAUSE
INTCES WITH WORK OF OTHER TRADES, HE SHALL MAKE NEGE55ARY
CHANGES IN HI5 WORK TO CORRECT THE CONDITION WITHOUT ADDITIONAL CHARGE
1.10 CONTRACTOR SHALL CONFER KITH THE OTHER CONTRACTORS AND
ARRANGE FOR ALL CHASE'S IN WALL5, 5LOT5 IN BEAMS, OPENINGS IN
FLOORS OR ROOF, ETC., REQUIRED FOR THE INSTALLATION OF PIPES,
DUCTS, CONDUITS, ETC. AND BE HELD RESPONSIBLE FOR THE PROPER
LOCATION OF CHASES REQUIRED FOR HI5 PARTICULAR BRANCH OF WORK.
HE SHALL FURTHER BE RESPONSIBLE FOR HAVING WORK THAT 15 REQUIRED
TO BE BUILT IN ON HAND IN TIME FOR PROPER PROGRESS OF OTHER CONTRACTOR`.
1.11 CONTRACTOR SHALL MAKE ALL HIS OWN MEASUREMENTS IN THE
FIELD AND SHALL BE RESPONSIBLE FOR CORRECT FITTINGS. HE SHALL
COORDINATE THI5 WORK WITH ALL OTHER BRANCHES IN SUCH A MANNER AS,
TO CAUSE A MINIMUM OF CONFLICT OR DELAY. CONTRACTOR SHALL
C40 RDINATE HIS WORK WITH ALL OTHER TRADES AND REPORT IMMEDIATELY
ANY DIFFICULTY WHICH CAN BE ANTICIPATED BEFORE INSTALLING WORK
IN aA STION.
1.12 ALTERNATE EQUIPMENT
A, WHERE EQUIPMENT REQUIRING DIFFERENT ARRANGEMENT OR
CONNECTIONS FROM THOSE SPECIFIED 15 APPROVED, IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO INSTALL THE EQUIPMENT TO
OPERATE PROPERLY AND IN HARMONY WITH ALL TRADES WITH THE INTENT OF
THE DRANN65 AND SPECIFICATIONS.
B. THE CONTRACTOR SHALL BE RELPONSIBLE FOR THE PROPER
LOCATION OF ROUGHING IN THE CONNECTIONS BY OTHER TRADES. ALL
CHANGES 54ALL BE MADE AT NO INCREASE IN THE CONTRACT AMOUNT OR
ADDITIONAL COST TO THE OTHER TRADES.
1.13 THE MECHANICAL CONTRACTOR 5HALL COORDINATE WITH THE
ELECTRICAL CONTRACTOR TO INSURE THAT ALL REQUIRED COMPONENTS OF
CONTROL WORK ARE INCLUDED AND FULLY UNDERSTOOD. NO ADDITIONAL
COST SHALL ACCRUE TO THE OWNER AS A RESULT OF LACK OF SUCH COORDINATION.
1.14 ALL MATERIALS SHALL BE STORED IN A PROPER MANNER AND TH05E
SUBJECT TO FEATHER DAMAGE SHALL BE PROTECTED AGAINST THE
HEATHER EQUIPMENT AND MATERIALS SHALL BE DELIVERED TO THE 51TE
AND STORED IN OR6INAL CONTAINERS, SUITABLY SHELTERED FROM THE
ELEMENTS, BUT READILY ACCESPSIBLE FOR INSPECTION BY THE ENGINEER
UNTIL INSTALLED. ALL ITEMS SUBJECT TO MOISTURE DAMA6E 54ALL BE
STORED IN DRY, HEATED SPACES. STORAGE SHALL BE LOCATED ON THE
SITE IN A LOCATION SPECIFICALLY APPROVED BY THE ARCHITECT AND
OWNER AND SHALL BE MOVED AT THE CONTRACTORS EXPENSE IF NECESSARY
HEGAirSE OF INTERFERENCE WITH THE WORK OF OTHER CONTRACTORS.
MATERIALS STORED WITHIN BUILDINGS AS, APPROVED BY THE OWNER SHALL
BE DISTRIBUTED IN SUCH A MANNER AS, TO AVOID OVERLOADING OF THE
STRUCTURAL FRAME, AND NEVER SHALL BE CONCENTRATED IN SUCH A
MAILER AS, TO EXCEED THE EQUIVALENT OF FIFTY (50) POUNDS PR
5QUARE FOOT UNIFORMLY DISTRIBUTED LOADING. 5TORED MATERIALS
SHALL EE MOVED AT CONTRACTORS EXPENSE IF THEY INTERFERE WITH
THE PROGRESS OF THE WORK
1.15 EACH COWIT ACTOR SHALL TAKE ALL NECI=55ARY PREGAUTION5 TO
GUARD A&ANST, AND ELIMINATE, ALL POSSIBLE FIRE HAZARDS IN
CONNECTION WITH HIS WORK AND THE WORK OF OTHER CONTRACTORS. NO
WELDING AND/OR BURNING 5HALL BE DONE UNLEE55 THE PROPER FIRE
EXTINGUISHING EQUIPMENT 15 ON HAND AT THE SITE OF SUCH WELDING
AND/OR BURNING. IN ADDITION TO THE ABOVE, IT MAY BE NEGE55ARY TO
STATION A FIRE WATCHMAN IN THE AREA AND FIREPROOF TARPAULINS MAY
BE REWIRED TO COMPLETELY CONFINE ANY SPARKS RESULTING FROM A
WELDING, CUTTING OR BURNING OPERATION WHEN SUCH AN OPERATION 15
NECESSARY IN CLOSE PROXIMITY TO FLAMMABLE OR POTENTIALLY
FLAMMABLE MATERIALS.
SECTION 15028
EXCAVATION AND BACKFILL
PART I: 6ENERAL
101 EXCAVATION AND BACKFILL MILL BE THE RESPONSIBILITY OF EACH
CONTRACTOR FOR HI5 OM WORK. 5RACIN6, SHORING OR SHEETING FOR
PROPER SUPPORT OF EXCAVATION WALLS AND LOADING AND DISPOSAL OF
EXCESS MATERIALS AS, SPECIFIEEDSI3 SEINE 54AU BE INCLUDED.
102 CONTRACTOR SHALL VERIFY ALL EXISTING GRADES, INVERTS,
U'TILITI5, 05STACLE5, AND TOPOGRAPHICAL CONDITIONS PRIOR TO ANY
TRENCHING, EXCAVATION, OR UNDERGROUND INSTALLATIONS. IN THE
EVENT EXISTING CONDITIONS ARE SUCH AS TO PREVENT INSTALLATIONS
IN ACCORDANCE WITH THE DRAWINGS, CONTRACTOR SHALL IMMEDIATELY
NOTIFY ENGINEER
IAN TRENCHES SHALL BE EXCAVATED OF SUFFICIENT WIDTH TO ALLOW
AMPLE WORKING SPACE WITH THE BOTTOM DU& NOT DEEPER THAN THAT
REQUIRED FOR THE PROPER GRADING AND INSTALLATION OF THE VARJOUS
SERVGE5 CONTAIN® HEREIN. ALL PIPING SHALL REST ON UNDI5TURBED EARTH,
104 THE BOTTOM OF THE TRENCHM SHALL BE GRADED TO PROVIDE
UNIFORM BEARING AND SUPPORT FOR EACH SECTION OF THE PIPE IN
UNDISTURBED SOIL AT EVERY POINT ALONG ITS ENTIRE LENGTH.
DEPRESSION FOR JOINT'S SHALL BE MADE IN ACCORDANCE PITH THE
RECOMMENDATIONS OF THE JOINT MANUFACTURER FOR THE PARTICULAR
JOIN' USED.
105 ALL GRADIN& IN THE VICINITY OF TRENCH EXCAVATIONS SHALL BE
CONTROLLED TO PREVENT SURFACE GROUND WATER FROM FLOWING INTO THE
TRENCHES. ANY WATER ACCUMULATED IN THE TRENOHE5 SHALL BE
REMOVED BY PUMPING.
1A6 ALL EXCAVACTTON5 5HALL EEE PR ftRLY BRACED TO INSURE SAFE
WORK CONDITIONS AND TO PREVENT EROSION OR GULLYING OF 510M OF
ExC.AAVAOTIONi. IT SHALL BE THE R0r50N51BHLiTT' OF TSE COWRACTOR
TO CONSTRUCT SHORING OF ADEQUATE STFZ466TH AND SUFFICIENTLY BRACED
TO PRcy'lEN INJURY TO iiORK?vIEN AND ADJACENT 5 i R U2 iLr -. HE 51 A
FURTHER KEEP ALL EXCAVATIONS FREE FROM STANDING WATER AND 5HALL
REFLA,ro u'TH `�RAI'L°,.AR FILL ANv 1 "` N�'v,TEREA i. nr;T Lv"rs` i I r.,
COMPACTION ABILITY DUE TO THE STANDING WATER
IA7 EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
SioF►Na=HcS PAVIW,, rMVES, I_� TrA=t' _, Fre% e' BY TWE
EXECUTION OF HIS CONTRACT. DAMAGED ITEMS SHALL BE REPAIRED OR
RESTORED TO ORIGINAL CONDITION.
1.08 BACKFILL SHALL INCLUDE PROVIDING SUITABLE MATERIAL,
PLACING AND COMPACTING IN PLACE BACKFILL SHALL BE FRS OF
STONES, ORGANIC MATTER FROZEN MATERIAL, AND DEBRIS.
A. COMPACTED BACKFILL MATERIAL SHALL BE MATERIAL CAPABLE
OF BEING COMPACTED TO 4096 OF ITS MAXIMUM DD67Y FOR COHESIVE
SOILS, 45A FOR GRANULAR MATERIAL, IN ACCORDANCE WITH ASTM D 646
IJMOER THE VARYING M015TLft GONDITIO* UFHIGHi ALL W PRESENT
DURING CONSTRUCTION AS, DETERMIIW BY THE TESTING LABORATORY.
B. GRANULAR FILL SHHAL. CON515T OF DUE SAND, GRAVEL OF
OTHER SUITABLE MATERIAL CONTAINING NOT MORE THAN 10% BY MEI&4T
PASSING THE NO. 200 SIEVE AND 100% PASSING THE I' SIEVE.
104 MIENEVER LINES OR 55AERS ARE RUN BELOW FOOTINGS OR GRADE
BEAMS, CONTRACTOR SHALL BACKFILL THE VOID WITH POURED, STEEL
REINFORCED, CONCRETE TO THE ELEVATION OF THE BOTTOM OF THE
FOOTING OR GRADE BEAM,
1.10 PIPING OR 5E ER LINES INSTALLED ON ROCK 5HALL BE LAID ON 6
INCH DEEP LAYER OF CLEAN COMPACTED SAND EXTENDED TO THE CENTER
LINE OF THE PIPE.
1.11 BACKFILL WITHIN THE BUILDING LINES SHALL BE MADE WITH
&RANULAR FILL OR COMPACTED BACKFILL MATERIAL LAID IN SIX INCH
LAYERS AND TAMPED TO SPECIFIED COMPACTION AFTER EACH LAYER.
1.12 BACKFILL UNDER PAVED AREAS OUTSIDE BUILDING SHALL BE MADE
WITH GRANULAR FILL, AND COMPACTED PER STATE DOT HIGHWAY REQUIRENENT5.
1.13 BACKFILL UNDER OPEN YARDS OR FIELDS SHALL BE MADE WITH
NON -COMPACTED BACKFILL LAID IN LAYERS NOT TO EXCEED 24 INCHES DEEP.
1.14 ALL EXCESS TRENCH EXCAVAT10N SHALL BE BACKFILLED WITH
CLEAN CRUSHED STONE. MFIETEVER UNSUITABLE 501L AS, DETERMINED BY
THE ENGINEER 15 ENIGOUNT'RED AT THE BOTTOM, SUCH SOIL SHALL BE
REMOVED TO A DEPTH AND LENGTH RSZIRED AND THE TRENCH BACKFILLED
KITH COARSE, CLEAN CRUSHED 5TONE.
1.15 CONTRACTOR SHALL REFILL, RE6RADE, AND REFINISH ANY AREA
THAT BECOMES UNSATISFACTORY DUE TO SETTLEMENT WITHIN ONE YEAR
AFTER FINAL ACCEPTANCE.
1.16 EXCAVATION FOR UTILITIES SHALL NOT BE BACKFILLED UNTIL ALL
REQUIRED TESTS ARE PERFORMED.
5EOTION 15060
FIFE 4 FITTIN65
PART I: 6 01AL-
TAI THIS SECTION APPLIES TO ALL PIPING INSTALLED AS A PART OF
THIS CONTRACT.
1.02 PIPING SYSTEMS ARE SPECIFICALLY DESCRIBED IN OTHER
SECTIONS OF THIS SPECIFICATIONS.
PART 2: PRODUCTS
201 PIPE -MATERIAL. SP5CIFICATTON5
A. BLACK STEEL AND HOT -DIPPED &ALVANIZEED-ASTM A120.
B. PIPE SIZES INDICATED HEREIN OR ON THE DRANN&5 REFR
TO THE NOMINAL INSIDE DIAMETER, UNLESS NOTED OTHERWISE.
C. CAST IRON SOIL PIPE - A5TM A14.
D. DUCTILE IRON PRESSURE PIPE - ANSI A21.
E PVC PIPE - SEE SPECIFICATIONS.
2.02 FITTIN55-MATERIAL-SPECIFICATIONS AND RATINGS:
A. MALLEABLE IRON 50R54ED-BLACK OR HOT -DIPPED GALVANIZED
ANSI BI63.
B. CAST IRON THREADED - ANSI 816.12.
C. BUTT WELD, FACTORY MADE WROUGHT STEER. - ANSi 5I6.4.
D. SOCKET MELD, FOR&W STEEL - ANSI 5I6.11.
E. CAST IRON SOIL - ANSI A1125.
F. CAST IRON PRESSURE - ANSI A21.10.
6. FITTINGS SHALL, IN ALL CASES, MATCH THE PIPE TO WHICH
THEY ARE JOINED AND 5HALL BE SUITABLE FOR THE 5BRVIC= INTENDED.
H. FITTINGS IN LINES 2' OR SMALLER SHALL, IN 6ENEft d., BE
5CRE0AED AND THOSE IN LINES 2-1/2' OR LARGER 5HALL BE MELDED OR
FANGED. FITTINGS IN LINES 2' OR SMALLER MAY, AT THE
CONTRACTOR'S OPTION AND WITH THE WRITTEN APPROVAL OF THE
ENC71NEEK BE WELDED.
I. ALL BRANCH CCNC5CTION5 SHALL BE MADE WITH STANDARD
"NEE=" OR 'WYE' FITTINGS.
J. NO 'BULLHEAD' TEEE5 TO BE INSTALLED IN PIPING SYSTEM.
2.03 JO I NTS
A. THREADED AND COUPLED PIPING SYSTEMS SHALL BE JOINTED
WITH PROPERLY LUBRICATED SCREWED JOINTS. PIPE 5HALL. BE OUT
SMOOTH AND SQUARE AND BURRS 5HALL BE REMOVED WITH A REAMER.
TAPERED THREADS SHALL BE PROPERLY CUT ON THE MALE END OF THE
PIPE AND 5HALL BE OF A SUFFICIENT NUMBER 50 THAT WHEN THE PIPE
15 PULLED IF TIGHT IN THE COUPLING, AT LEAST THERE FULL THREADS
REMAIN EXPOSED. JOINTS SHALL BE MADE TIGHT WITH GRAPHITE AND
OIL OR BY MEAN5 OF A PIPE JOINING COMPOUND 5UCH AS, 6RINNEL NO.
1646 OR 1644, APPLIED TO THE PIPE TNREEADS ONLY AND NOT TO THE
FITTINGS. NO PIPE THREAD CAUL -KIN& COMPOUND SIAL. BE USED.
B. NE -DED JOINTS SHALL BE MADE IN AGGORDANCE ATH THE
LATEST ACCEPTABLE PRACTICES, CODES AND REGOMMElDATIONS OF THE
AMERICAN WEDING SOCIETY AND THE ASME.
O. LEAD CAULKED JOINT5 FOR OAST IRON BOIL PIPE SHALL BE
MADE WITH PACAM OAKUM AND P16 LEAD WITH THE JOINT RUN FULL AT
ONE POURING AND CAULKED SOLID, FLUSH KITH THE HUB.
D. NEOPRENE GASKET JOINTS (IN LIEU OF LEAD CAULKED) SHALL
BE LIKE TYLER -TY-SEAL', ALABAMA PIPE CO. 'DUAL-TITE'. THEY
SHALL CONFORM TO ASTM 0564 5PIECIFICATIONS. SUCH GASKETS SHALL
BE INSTALLED IN STRUT ACCORDANCE WITH THE MANFACTUREIRS LATEST
PUBLISHED INSTALLATIONS AND APPLICATION INSTRlOT10N5.
E. MECHANICAL JOINT FOR DUCTILE IRON PRESSURE PIPE -ANSI
A21.11, RUBBER GASKET PUSH -OM.
204 FLANGES, GASKETS, UNIONS
A. WELDING FLANGES SHALL BE FORGED STEEL, MELDING NECK,
RAISED FACE AND BOLT HOLES SPOT FACED ON THE BACK; OF PROPER
PEISHT AND DESIGN TO MATCH C01:tIRE5PONDIN6 VALVE:
B. THREADED FLANSIES SHALL, UNLESS OTiERW15E NOTES), BE 125
POUND DESIGN OA5T II ON K1 i rH Ri�15W FACE BOLT iw i 5PO I FA W,
GALVANIZED OR BLACK TO MATCH ADJOINING PIPE
C. UNIONS SHALL BE 150ePOUND
GAMALtLCE�AVBULnE IRON, FEMALE
1- A rPLC11' BRAS -5
O A GG rn 1 rv� :�6nT, �7fwN 5V Jv'► , �' �v ro L A 1 VAN 1'.1 , r v 10 1 N 11 1 K Vn r' VLLY
TO MATCH PIPE BEING JOINED. INSTALL UNIONS ADJACENT TO THE
n^I^N5TP.r AME SIDE OF EA~u T?4��A*'rw' V9I`..' - !MLL=E: AND OLTLL OF
ALL SPECIALTIES, APPARATUS AND EQUIPMENT HAVING 52R54W
OONN ECTIn TO F,OII ITATF FAAY RPMnVAI FOR R-PEPAIR OR
REPLACEMENT, AND ELSBNERE AS, 5HOMrl ON PLANS.
PART 3: EXECUTION
301 ALL PIPING SHALL BE INSTALLED AS, SHOWN ON THE DRAWIN65.
WATER LINES SHALL BE PITCHED ONE INCH (10) IN FORTY HST (40')
IN DIRECTION OF FLOW UNLES6 NOTED OTHERWISE.
B. THREADED FLANGES 514ALL, UNLESS OTHERWISE NOTED, BE 125
POUND OM16N CAST IRON WITH RAISED FACE BOLT HOLES SPOT FACED,
GALVANIZED OR BLACK TO MATCH ADJOINING PIPE.
C. UNIONS SHALL BE 150 POUND MALLEABLE IRON, FEMALE
PATTERN, BRA56 TO IRON 5EAT, GROUND JOINT, BLACK OR GALVANIZED
TO MATCH PIPE BEING JOINED. INSTALL UNIONS ADJACENT TO THE
DO10N5TREAM SIDE OF EACH THREADED VALVE, OR INLETS AND OUTLETS OF
ALL SPECIALTIES, APPARATUS AND EMIR414T HAVING SCREI ED
CONNECTIONS TO FACILITATE EASY REMOVAL FOR REPAIR OR
REPLACEMENT, AND E.SEAHERE AS SHHOMAI ON PLANS.
PART 3: EXECUTION
301 ALL PIPING SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS.
WATER LINES SHALL BE PITCHED ONE INCH (19) IN FORTY FEET (40')
IN DIRM71ON OF FLOW UNLESS NOTED OTHERWISE.
5.02 PIPING SHALL BE INSTALLED IN TRUE HORIZONTAL AND VERTICAL
PLANE5 AT RIGHT ANGLES OR PARALLEL TO BUILDING WALL5. DIA60NAL
OR BENT PIPING KILL NOT BE PERMITTED.
303 PIPING 5HALL BE INSTALLED TIGHT TO 5LAB5, BEAM5, JOISTS,
ETC., M RE POSSIBLE.
304 FITTING5 SHALL BE USED FOR ALL C M&E5 IN DIRECTION AND ALL
BRANCH CONNECTIONS.
3.05 DO NOT USE BULL HEAD TEES, STREET E.BOMS, OR BUSHINGS.
3.06 ALL CHANGES IN GAS PIPE 517M 5HALL BE MADE ECCENTRICITY
IN A MANNER TO PREVENT WATER POCKETS IN GAS LINES.
5.0'7 PROVIDE DRAIN VALVES AT LOW POINTS OF PIPING SYSTEMS.
INSTALL PIPING FREE OF AIR OR WATER TRAPS, SAGS, AND BENDS.
3.08 ACCESS SHALL BE PROVIDED FOR OPERATION, ADJUSTMENT AND
MAINTENANCE AS REQUIRED. WHERE POSSIBLE, INSTALL WORK REQUIRING
ACCE55 IN AN APPROVED ACCESSIBLE LOCATION THAT WILL NOT REQUIRE
AN ACCESS PANEL.
304 UNIONS SHALL BE INSTALLED ADJACENT TO EACH THREADED VALVE
AND ON INLETS OF ALL SPECIALTIES, APPARATUS AND EQUIPMENT HAVING
S R13MM CONNECTIONS, TO FACILITATE EASY REMOVAL FOR REPAIR OR
REPLACEMENT, AND ELSE104HEIRE AS SHOWN ON DRAWINGS.
3.10 FLANGES ARE REQUIRED ON VALVES, APPARATUS AND EQUIPMIENT
WITH 2-1/2' OR LARGER C.ONECTIONS.
3.11 ALL PIPING SHALL BE INSTALLED 50 AS, TO ALLOH FOR NORMAL
EXPANSION AND CONTRACTION WITHOUT DAMAGE TO PIPE, BUILDING OR EQUIPMENT.
3.12 INSTALL PIPING CONNECTED TO EQUIPMENT 50 THAT PIPE 15 NOT
FORGED OR 5PR AS THEREBY EXERT'IN6 5TRE55 OR STRAIN ON EQUIPMENT.
CONTRACTOR SHALL DISCONNECT PIPING AT EOUIPMENT IN ORDER TO
DEMONSTRATE THIS AT ENGINEERS REQUEST.
3.13 WHERE WATER PIPING PASSES, OVER ELECTRICAL GEAR ON BUSS
DUCT, FJRNI5H AND INSTALL A GALVANIZED SHEET METAL DRIP PAN TO
CATCH ANY WATER WHICH M1644T LEAK ONTO ELECTRICAL EWPME3NT. PAN
SHALL BE 2' 5117E5 WITH I' OUTLET DRAIN PIPED TO NEAREST FLOOR
DRAIN. DO NOT DIRECT CONNECT PIPE TO FLOOR DRAWL
3.14 PROVIDE AMPLE SPACE BETMEEN PARALLEL PIPING FOR INSULATION
OR JACKET COVERING.
3.15 INCREASE PIPE DIAMETER ONE SIZE 11 EREVER THERMOMETER WELLS
ARE INSTALLED IN PIPING.
3.16 PIPE AND FITTIN65 5HALL BE STORED ON JOB 517E IN SUCH A
MANNER TO PREVENT DIRT AND FOREIGN MATTER FROM GETTING INTO PIPE.
BEFORE INSTALLATION, PIPE SHALL BE CLEANED ON THE INSIDE 50
THAT A MINIMUM AMOUNT OF DEBRIS ENTERS THE PIPING SYSTEM,
3.11 ALL LINES PASSING THROUGH OUTSIDE OF BUILDING WALLS SHALL
BE CAULKED WATER 716HT TO PREVENT LEAKAGE INTO THE BUIL.DIN6.
3.18 SLEEVES SHALL BE INSTALLED DURING CONSTRUCTION AND
PROVIDED FOR ALL PIPE PASSING THROUGH FLOORS, WAL.L5, 5LAB5, OR
BEAMS, TO ALLOW PIPE MOVEMENT. DO NOT MORTAR IN ANY PIPE TO
BUILDING CONSTRUCTION.
3.14 5EAL OPENINGS AROUND PIPES WERE PENETRATING WALL5,
FLOOR., AND PARTITIONS WITH MATERIAL HAVING A FIRE RESISTANCE
RATING EQUAL TO THE FIRE RE5I5TANCE RATING OF THE WALL, FLOOR OR
PARTITION PENETRATION.
320 DRAINS FROM DRIP PANE, OVERFLOW5, RELIEF VALVES, EEG.,
SHALL BE PIPED TO NEAREST EQUIPMIENT OR FLOOR DRAIN. DO NOT
DIRECT CONNECT PIPES TO FLOOR DRAIN.
321 INSULATING (DIELECTRIC) TYPE UNIONS SHALL BE USED WHENEVER
TWO DISSIMILAR PIPE MATERIALS ARE BEING JOINED.
322 TESTS AND INSPECTION SHALL BE COMPLETED AND APPROVED BY
EN61NEpR BEFORE COVERING OR FURRING -IN.
323 VALVES SHALL BE INSTALLED IN ALL BRANCH LINES SERVING MORE
THAN ONE PIECE OF EQUIPMENT, AND ELSSEIN HERE 5HOMal ON PLANS OR
SPECIFIED HEREIN. ALSO EACH PIECE OF EQUIPMENT SHALL BE VALVED
SEPARATELY WITH THE SAME SIZE VALVE AS, THE LINE IN WHICH THEY
ARE PLACED 50 THAT EQUIR-V%IT CAN BE REMOVED WITHOUT SHUTT1N6 OFF
THE ENTIRE MAIN. MOUNT VALVE WITH STEM IN OR ABOVE HORIZONTAL POSITION.
SECTION 15402
DOMESTIC WATER SERVICE EXTERIOR BUILDING
PART I: GENERAL
1.01 WATER SERVICE SHALL BE FROM EXISTING MAINS AS SHOHN ON
PLANS AND SPECIFIED HEREIN.
102 CONTQALTOR SHALL VERIFY ANY AND ALL REQUIREMENTS OF THE
UTILITY COMPANY AND SHALL. INCLUDE IN HIS BID ANY AND ALL COST'S
CRARSIED BY THE UTILITY 60WANY TO FURNISH AND/OR INSTALL THE
WATER SERVICE. THIS SHALL INCLUDE ANY C05T FOR WATER LINES OR
EG UIPNENNT INSTALLED BY THE UTILITY COMPANY AND CHARGED TO THE OWER,
PART 2: PRODUCTS
2.01 WATER PIPE AND FITTIN65 SHALL BE DUTILE IRON MECHANICAL.
JOINT, GLA55 50 FOR 4' AND LARGER SIZE; TYPE K COPPER FOR SMALLER
2.02 VALVES SHALL BE THE SANE AS, SPECIFIED.
PART 5: INSTALLATION
5Di FiPE PA651N & 71KLJLX7H7 EXItRiOR BUILDN& AALL5 SHALL BE
INSTALLED WITH LINK SHIELDS.
3.02 INSTALL WATER SERVICE MAIN MINIMUM 54" BELOW 6RADE.
MECHANICAL
SECTION 15405
NATURAL GAS PIPING SYSTEM
PART I: GENERAL
1.01 NATURAL &A5 PIPING 5Y5TEM SHALL BE FURNISHED AND INSTALLED
COMPLETE AS SHOWN ON THE DRANNG5 OR SPECIFIED HEREIN.
1.02 CONTRACTOR SHALL VERIFY ANY AND ALL REQUIRE MENTIS OF THE
UTILITY COMPANY AND SHALL INCLUDE IN HIS BID ANY AND ALL COSTS
CHARGED BY THE UTILITY COMPANY TO FlURN15H AND/OR INSTALL THE GA5
SERVICE. THIS SHALL INCLUDE ANY C05T FOR GAS LINES OR EQUIPMENT
IN5TALLED BY THE UTILITY COMPANY AND CHARGED TO THE OMHNER
PART 2: PRODUCTS
20 GAS PIPE (INSIDE BUILDING) SHALL BE 5CHEDULE 40 BLACK
STEEL- (ASTM -120).
2.02 GAS PIPE NNDER;GROUND OUTSIDE BUILDING) SHALL BE SCHEDULE
40 BLACK STEEL PIPE ASTM 20 SPIRALLY WRAPPED (INCLUDING JOINTS)
WITH PLASTIC TAPE (MINIMUM 1/2 OVERLAP) AND THEN COATED WITH
BLACK ASPHALTUM. (ALTERNATE MRAP - REPUBLIC X -TRU -GOAT),
2.03 UNIONS SHALL BE BLACK MALLEABLE IRON; MINIMUM 150 P51
WATER WORKING PRESSURE; FEMALE PATTERN, BRA55 TO IRON SEAT,
GROUND JOINT.
2.04 FLANGES SHALL BE CAST IRON; MINIMUM 150 PSI WATER WORKING
PRESSURE; RAISED GROUND FACE BOLT HOLES SPOT FACED.
2.05 FLANGES IN WELDED PIPING SHALL BE FORM STS; MINIMUM
150 PSI WATER WORKING PRESSURE; RAISED &ROUND FACE, BOLT HIOI175
SPOT FACED; WELDING NECK; SAME WALL THICKNESS AS THE PIPE IN
WHICH INSTALLED; CONFORM TO ASTM A 234.
2.06 50R54M PIPE FITTIN65 5HALL BE THREADED MINIMUM 150 P51
BLACK MALLEABLE IRON.
201 GASKETS SHALL BE OF MATERIAL SUITABLE FOR THE FLUID,
TEMPERATURE, AND PRE59M FOR WHICH THEY KILL BE USED.
2.08 SCREI^® PIPE FITTINGS SHALL BE THREADED MINIMUM 150 PSI
BLACK MALLEABLE IRON FOR THREADED PIPE AND FORTED SEAMLESS
WELDING TYPE FOR YIELDED LINES.
2.041 FITTINGS IN MELDED LINES SHALL BE A TYPE SUITED FOR THE
PURPOSE; BEVELED E -N05, 5AME WALL THICKNE55 AS THE PIPE IN WHICH
INSTALLED; CONFORM TO ASTM A 234.
2.10 Y -PATTERN STRAINERS SHALL HAVE ASTM A 218 CLASS 30
SEMI-5T1EEL. BODY; SCR&ED CONNECTIONS FOR UP TO 201; BOLTED FLANGE
CONNECTIONS FOR 2-I/2' AND ABOVE; MINIMUM 225 P51 WATER 104ORKIN6
PRESSURE; &RADE 18-8 STAINLESS STEEL SCREEN; TAPPED BLOP OFF
PLUG; LIKE MCALEAR MODEL 5.
2.11 GAS C00K5 (2" AND SMALLER PIPES SHALL. BE SQUARE HEAD IRON
BODY WITH BRAS PLUS AND WASTER! 120 PSI WORKING PRESSURE (AIR
TESTED); LIKE CRANE MODEL 324.
2.12 SAS COCKS (2-1/2' AND LARGER PIPE) SHALL BE SQUARE HEAD,
IRON BODY AND PLUS; 125 P51 WORKING FRE59AE (AIR TESTED); LIKE
CRANE MODEL 325.
PART 3: INSTALLATION
3.01 ALL GAS PIPING INSTALLATIONS SHALL CONFORM TO NFPA VOLUME
2 AND/OR ANY OTHER LOCAL OR STATE CODES AND ORDINANCES COVERING
THESE INSTALLATIONS.
3.02 HORIZONTAL GAS PIPING SHALL BE INSTALLED AT A UNIFORM GRADE
OF NOT LE=SS THAN 1/4" IN 15' TO PREVENT TRAPS. DRIP LESS SHALL
BE FURNISHED AND INSTALLED AT ALL LOCATIONS WERE CONDENSATE MAY
COLLECT. &RADE PIPE UP FROM OUTSIDE OF BUILDING.
3D3 EACH GAS CONNECTION TO A GA5 FIRED APPLIANCE OR PIECE OF
EQUIPMENT SHALL HAVE A SHUTOFF COCK UNION(, PRESSURE REGULATOR
RELIEF VALVE AND DRIP LEG.
3.04 ALL GAS PRESSURE REGULATOR AND RELIEF VALVES SHALL HAVE
FULL SIZE VENT EXTENDED TO THE OUTSIDE OF THE BUILDING.
3.05 ALL PIPE INSTALLED WITHIN WALL5 OR U'VERNEATH FLOOR SHALL
BE ENCASED IN METAL OR PVC PLASTIC CONDUIT MADE IF WITH GAS
TIGHT JOINTS AND CONDUIT VENTED TO OUTSIDE OF BUILDING.
3.06 APPLY GRAPHITE TO MAKE THREAD5 OF PIPE - DO NOT USE ANY
PIPE DOPE OR CEMENT TO MAKE UP JOINTS.
3.0'7 JOINTS (EXCEPT UNDER&ROUND) SHALL BE 5CRFJ"ED JOINTS UP TO
AND INCLUDING 2" TRADE SIZE. ALL JOINTS FOR PIPING INSTALLED
BENEATH FLOOR OR BUILDING, UNDERGROUND AND PIPE LARGER THAN 2'
TRADE SIZE SHALL. BE MELDED.
3.08 UNDERGROUND GAS PIPING SHALL NOT BE LAID IN CONTACT WITH
CINDER5 OR OTHER SOIL OF CORROSIVE TYPE NATURE.
3.04 PIPING SHALL BE TESTED IN ACCORDANCE: WITH THE REQUIREMENTS
OF THE UTILITY FURNISHING THE GAS AND NEPA VOLUME 2. IF UTILITY
COMPANY HAS NO SPECIFIC TEST, PIPING SHALL BE FILLED WITH AIR OR
AN INERT GAS TO A MINIMUM PRE RE or -!5 PSI& AND MAINTAINED FOR
NOT LESS THAN 24 HOURS WITH NO PRESSURE LOSS. THE TEST SOURCE
SHALL BE ISOLATED BEFORE PRESSURE TUTS ARE CONDUCTED.
3.10 TEST EACH JOINT WITH A HEAVY SOLUTION OF SOAP AND WATER
FOR LEAKS.
3.11 GAS PIPE LOCATED UNDER ROADS OR PRIVIES SHALL BE INSTALLED
INSIDE A PVC PIPE CONDUIT FOR PHYSICAL PROTECTION OF PIPE
5ECTION 15412
SANITARY SEVER
INSIDE BUILDING
PART 1: GENERAL
1.01 FURNISH AND INSTALL INSIDE SANITARY 5EYER SYSTEMS AS 5 IOM
ON DRAWINGS AND SPECIFIED HEREIN.
1.02 REFER TO BASK MATERIALS AND METHODS SECTION OF THESE
5PECIFICATIONS FOR MATERIAL SPECIFICATIONS, INSTALLATION
REQl1IREMi=NTS AND OTHER WUIPNENT AND REQUIRES� PERT'A NN& TO
THIS WORK.
PART 2: PRODUCTS
2.01 SOIL AND WASTE PIPE AND FITTINGS:
A1 P_ii L- 11 !a//
n. i . -ry r r v.
n Ann E 4_0 ^ nl, C"AAI I BE:
I. SAI VAul-imn STEEL, SC+Mr- 40KITH CAST. IRON!
AINER
DRAGE FITTINGS OR COPPER OWV WITH YfW U&HiT FITTINGS AND
RRAZED >IOINTS FOR 51ZE5 2" AND SMALLER PO NOT USE C -) PPER
ON URINAL DRAIN.
2. SCHEDULE 40 PVC.
C. VENT PIPING SHALL BE PVC UNLESS IN RETURN AIR PLENUM,
THEN INSTALL COPPER.
D. Sia: PARAGRAPH 3.02 HEREINAFTER FOR PIPE JOINT MAKEUP.
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