GDS_DRAFT_Specs_Site 14_Vol2_100pct_2AUG2024.pdf

WORK ORDER NO.

At the

PREPARED BY:

Architectural: Mechanical:

Civil: Electrical:

Structural:

APPROVED BY:

For Commander, NAVFAC:

Date:

Submitted By: Date:

nancy.wroten Line

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 01 15. 00 14 02/ 11, CHG 1: 08/ 14 LI ST OF DRAWI NGS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00. 00 14 02/ 24 SUMMARY OF WORK

01 14 00. 00 14 11/ 22, CHG 2: 05/ 24 WORK RESTRI CTI ONS

01 20 00. 00 14 11/ 20, CHG 3: 02/ 23 PRI CE AND PAYMENT PROCEDURES

01 30 00. 00 14 11/ 20, CHG 3: 08/ 23 ADMI NI STRATI VE REQUI REMENTS

01 31 23. 13 14 08/ 23, CHG 1: 02/ 24 ELECTRONI C CONSTRUCTI ON AND FACI LI TY

SUPPORT CONTRACT MANAGEMENT SYSTEM

( eCMS)

01 32 17. 20 14 11/ 23 COST- LOADED NETWORK ANALYSI S SCHEDULES

( NAS)

01 33 00 08/ 18, CHG 4: 02/ 21 SUBMI TTAL PROCEDURES

01 33 29. 00 14 02/ 21 SUSTAI NABI LI TY REQUI REMENTS AND

REPORTI NG

01 35 13. 04 14 CES 04/ 23 I NDUSTRI AL CONTROL SYSTEMS PROCUREMENT

FOR AI R FORCE CONTROL SYSTEMS

01 35 26. 00 14 05/ 24 GOVERNMENTAL SAFETY REQUI REMENTS

01 42 00 05/ 24 SOURCES FOR REFERENCE PUBLI CATI ONS

01 45 00. 00 14 08/ 23, CHG 1: 05/ 24 QUALI TY CONTROL

01 45 35. 00 14 05/ 24 SPECI AL I NSPECTI ONS

01 50 00. 00 14 11/ 20, CHG 2: 08/ 22 TEMPORARY CONSTRUCTI ON FACI LI TI ES AND

CONTROLS

01 57 19. 00 14 08/ 22 TEMPORARY ENVI RONMENTAL CONTROLS

01 57 19. 01 14 08/ 21 SUPPLEMENTAL TEMPORARY ENVI RONMENTAL

CONTROLS

01 57 19. 03 14 08/ 22 SUPPLEMENTAL TEMPORARY ENVI RONMENTAL

CONTROLS MUNI TI ONS RESPONSE EXPLOSI VES

SAFETY SUBMI SSI ON ( MRESS) GUAM

CONSTRUCTI ON SUPPORT

01 58 00. 00 14 08/ 19, CHG 5: 08/ 22 PROJECT I DENTI FI CATI ON

01 74 19. 00 14 02/ 19, CHG 3: 11/ 21 CONSTRUCTI ON WASTE MANAGEMENT AND

DI SPOSAL

01 78 00. 00 14 05/ 19, CHG 1: 08/ 21 CLOSEOUT SUBMI TTALS

01 78 23. 00 14 05/ 23 OPERATI ON AND MAI NTENANCE DATA

01 78 24. 20 14 05/ 23, CHG 1: 11/ 23 FACI LI TY DATA WORKBOOK ( FDW)

01 91 00. 15 14 05/ 23, CHG 2: 11/ 23 BUI LDI NG COMMI SSI ONI NG

01 91 19. 00 14 05/ 23 BUI LDI NG ENCLOSURE COMMI SSI ONI NG

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00. 00 14 08/ 22 DEMOLI TI ON

02 61 13. 00 14 02/ 10, CHG 1: 02/ 21 EXCAVATI ON AND HANDLI NG OF

CONTAMI NATED MATERI AL

02 61 23. 00 14 04/ 06 REMOVAL AND DI SPOSAL OF PCB

CONTAMI NATED SOI LS

02 81 00. 00 14 11/ 18 TRANSPORTATI ON AND DI SPOSAL OF

HAZARDOUS MATERI ALS

02 82 00. 00 14 11/ 18, CHG 1: 11/ 19 ASBESTOS REMEDI ATI ON

02 83 00. 00 14 11/ 18 LEAD REMEDI ATI ON

02 84 16. 00 14 11/ 22 HANDLI NG OF LI GHTI NG BALLASTS AND

LAMPS CONTAI NI NG PCBs AND MERCURY

02 84 33. 00 14 11/ 22 REMOVAL AND DI SPOSAL OF

POLYCHLORI NATED BI PHENYLS ( PCBs)

PROJECT TABLE OF CONTENTS Page 1

DI VI SI ON 03 - CONCRETE

03 30 00. 00 14 02/ 19, CHG 5: 08/ 23 CAST- I N- PLACE CONCRETE

03 45 00. 00 14 05/ 16, CHG 2: 11/ 21 PRECAST ARCHI TECTURAL CONCRETE

03 45 33. 00 14 05/ 16, CHG 1: 11/ 21 PRECAST PRESTRESSED STRUCTURAL CONCRETE

DI VI SI ON 04 - MASONRY

04 20 00. 00 14 11/ 15, CHG 2: 05/ 19 UNI T MASONRY

DI VI SI ON 05 - METALS

05 05 20. 00 14 05/ 22 POST- I NSTALLED CONCRETE AND MASONRY

ANCHORS

05 05 23. 16 14 08/ 18 STRUCTURAL WELDI NG

05 12 00. 00 14 08/ 18, CHG 2: 05/ 21 STRUCTURAL STEEL

05 40 00. 00 14 05/ 15, CHG 1: 08/ 18 COLD- FORMED METAL FRAMI NG

05 50 13. 00 14 05/ 17, CHG 1: 08/ 18 MI SCELLANEOUS METAL FABRI CATI ONS

05 51 00. 00 14 08/ 23 METAL STAI RS

05 52 00. 00 14 08/ 23 METAL RAI LI NGS

05 72 00. 00 14 08/ 23 DECORATI VE METAL SPECI ALTI ES

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 10 00. 00 14 08/ 16, CHG 2: 11/ 18 ROUGH CARPENTRY

06 20 00. 00 14 08/ 16 FI NI SH CARPENTRY

06 41 16. 10 14 08/ 10, CHG 1: 11/ 18 PLASTI C- LAMI NATE- CLAD ARCHI TECTURAL

CABI NETS

06 61 16. 00 14 08/ 20 SOLI D SURFACI NG FABRI CATI ONS

06 73 01. 00 14 08/ 23 FI BERGLASS REI NFORCED PLASTI C ( FRP)

GRATI NG

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 14 00. 00 14 08/ 23 FLUI D- APPLI ED WATERPROOFI NG

07 21 13. 00 14 08/ 23 BOARD AND BLOCK I NSULATI ON

07 27 10. 00 14 08/ 23 BUI LDI NG AI R BARRI ER SYSTEM

07 27 36. 00 14 08/ 23 SPRAY FOAM AI R BARRI ERS

07 57 12. 00 14 03/ 20 LI QUI D APPLI ED ELASTOMERI C SI LI CONE

ROOFI NG COATI NG

07 60 00. 00 14 08/ 23 FLASHI NG AND SHEET METAL

07 81 00. 00 14 02/ 11 SPRAY- APPLI ED FI REPROOFI NG

07 84 00. 00 14 05/ 10, CHG 1: 08/ 13 FI RESTOPPI NG

07 92 00. 00 14 08/ 23 JOI NT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13. 00 14 08/ 20 STEEL DOORS AND FRAMES

08 11 14. 00 14 05/ 24 HARDENED EXTERI OR DOOR SYSTEMS

08 11 16. 00 14 05/ 17, CHG 2: 11/ 18 ALUMI NUM DOORS AND FRAMES

08 14 00. 00 14 08/ 16, CHG 1: 08/ 18 WOOD DOORS

08 31 00. 00 14 05/ 17, CHG 1: 08/ 18 ACCESS DOORS AND PANELS

08 34 01. 00 14 02/ 24 FORCED ENTRY RESI STANT COMPONENTS

08 34 02. 00 14 08/ 09 BULLET- RESI STANT COMPONENTS

08 34 73. 00 14 11/ 19, CHG 1: 02/ 21 SOUND CONTROL DOOR ASSEMBLI ES

08 41 13. 00 14 08/ 18, CHG 1: 08/ 18 ALUMI NUM- FRAMED ENTRANCES AND

STOREFRONTS

08 71 00. 00 14 02/ 16, CHG 4: 02/ 22 DOOR HARDWARE

PROJECT TABLE OF CONTENTS Page 2

08 81 00. 00 14 05/ 19 GLAZI NG

08 91 00. 00 14 08/ 20 METAL WALL AND DOOR LOUVERS

DI VI SI ON 09 - FI NI SHES

09 22 00. 00 14 02/ 10, CHG 2: 08/ 18 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00. 00 14 08/ 16, CHG 4: 02/ 20 GYPSUM BOARD

09 30 10. 00 14 08/ 20 CERAMI C AND PORCELAI N TI LI NG

09 51 00. 00 14 08/ 20 ACOUSTI CAL CEI LI NGS

09 62 38. 00 14 08/ 17, CHG 1: 08/ 18 STATI C- CONTROL FLOORI NG

09 65 00. 00 14 08/ 10, CHG 3: 08/ 18 RESI LI ENT FLOORI NG

09 68 00. 00 14 11/ 17, CHG 2: 08/ 20 CARPETI NG

09 69 13. 00 14 11/ 15, CHG 1: 08/ 18 RI GI D GRI D ACCESS FLOORI NG

09 84 20. 00 14 08/ 16, CHG 1: 08/ 18 ACOUSTI CAL WALL PANELS

09 90 00. 00 14 02/ 21 PAI NTS AND COATI NGS

09 96 00. 00 14 11/ 14 HI GH- PERFORMANCE COATI NGS

09 96 53. 13 14 06/ 20 SI LI CONE ELASTOMERI C COATI NGS

DI VI SI ON 10 - SPECI ALTI ES

10 11 00. 00 14 08/ 20 VI SUAL DI SPLAY UNI TS

10 14 00. 10 14 08/ 17, CHG 1: 11/ 18 EXTERI OR SI GNAGE

10 14 00. 20 14 08/ 20 I NTERI OR SI GNAGE

10 21 13. 00 14 08/ 20 TOI LET COMPARTMENTS

10 22 13. 00 14 08/ 16, CHG 1: 08/ 18 WI RE MESH PARTI TI ONS

10 22 39. 00 14 08/ 20 FOLDI NG PANEL PARTI TI ONS

10 26 00. 00 14 08/ 20 WALL AND DOOR PROTECTI ON

10 28 13. 00 14 08/ 20 TOI LET ACCESSORI ES

10 44 16. 00 14 11/ 19 FI RE EXTI NGUI SHERS AND CABI NETS

10 51 13. 00 14 05/ 11 METAL LOCKERS

DI VI SI ON 12 - FURNI SHI NGS

12 48 13. 00 14 08/ 23 ENTRANCE FLOOR MATS AND FRAMES

12 50 00. 13 14 08/ 17, CHG 1: 11/ 18 FURNI TURE AND FURNI TURE I NSTALLATI ON

12 59 00. 00 14 08/ 17, CHG 1: 08/ 18 SYSTEMS FURNI TURE

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 48 60. 00 14 06/ 24 SEI SMI C I SOLATI ON SYSTEM ( SI S)

13 48 73. 00 14 05/ 22 SEI SMI C CONTROL FOR MI SCELLANEOUS

EQUI PMENT

13 49 20. 00 14 10/ 07 RF SHI ELDI NG

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 13 13. 00 14 08/ 20 WET PI PE SPRI NKLER SYSTEMS, FI RE

PROTECTI ON

21 22 00. 00 14 05/ 11 CLEAN AGENT FI RE EXTI NGUI SHI NG SYSTEM

DI VI SI ON 22 - PLUMBI NG

22 00 00. 00 14 11/ 15, CHG 4: 05/ 21 PLUMBI NG, GENERAL PURPOSE

22 31 00. 00 14 02/ 09 WATER SOFTENERS, CATI ON- EXCHANGE

( SODI UM CYCLE)

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 05 48. 19 14 05/ 18, CHG 2: 08/ 20 SEI SMI C BRACI NG FOR HVAC

PROJECT TABLE OF CONTENTS Page 3

23 05 93. 00 14 11/ 15 TESTI NG, ADJUSTI NG, AND BALANCI NG FOR

HVAC

23 07 00. 00 14 02/ 13, CHG 7: 05/ 20 THERMAL I NSULATI ON FOR MECHANI CAL

SYSTEMS

23 08 00. 00 14 05/ 23 COMMI SSI ONI NG OF MECHANI CAL AND

PLUMBI NG SYSTEMS

23 09 00. 00 14 02/ 19, CHG 3: 05/ 21 I NSTRUMENTATI ON AND CONTROL FOR HVAC

23 09 13. 00 14 11/ 15, CHG 2: 05/ 21 I NSTRUMENTATI ON AND CONTROL DEVI CES

FOR HVAC

23 09 23. 02 14 02/ 19, CHG 1: 02/ 20 BACNET DI RECT DI GI TAL CONTROL FOR HVAC

AND OTHER BUI LDI NG CONTROL SYSTEMS

23 21 23. 00 14 08/ 17 HYDRONI C PUMPS

23 23 00. 00 14 08/ 21 REFRI GERANT PI PI NG

23 25 00. 00 14 05/ 21 CHEMI CAL TREATMENT OF WATER FOR

MECHANI CAL SYSTEMS

23 30 00. 00 14 05/ 20, CHG 1: 02/ 22 HVAC AI R DI STRI BUTI ON

23 64 10. 00 14 11/ 16, CHG 2: 08/ 18 WATER CHI LLERS, VAPOR COMPRESSI ON TYPE

23 64 26. 00 14 08/ 09, CHG 7: 02/ 24 CHI LLED WATER PI PI NG SYSTEM

23 81 00. 00 14 05/ 18, CHG 1: 02/ 21 DECENTRALI ZED UNI TARY HVAC EQUI PMENT

23 81 23. 00 14 11/ 20 COMPUTER ROOM AI R CONDI TI ONI NG UNI TS

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11. 71 14 05/ 21, CHG 1: 08/ 23 CYBERSECURI TY FOR FACI LI TY- RELATED

CONTROL SYSTEMS FI RE AND LI FE SAFETY

TO I NCLUDE FI RE ALARM REPORTI NG, FI RE

SUPPRESSI ON SYSTEM, AND MASS

NOTI FI CATI ON SYSTEM

25 05 11. 72 14 05/ 21, CHG 1: 08/ 23 CYBERSECURI TY FOR FACI LI TY- RELATED

CONTROL SYSTEMS - BUI LDI NG CONTROL

SYSTEM

25 05 11. 73 14 05/ 21, CHG 1: 08/ 23 CYBERSECURI TY FOR FACI LI TY- RELATED

CONTROL SYSTEMS - POWER MONI TORI NG

CONTROL SYSTEM

25 05 11. 74 14 05/ 21, CHG 1: 08/ 23 CYBERSECURI TY FOR FACI LI TY- RELATED

CONTROL SYSTEMS - POWER QUALI TY

MONI TORI NG SYSTEM

25 05 11. 75 14 05/ 21, CHG 1: 08/ 23 CYBERSECURI TY FOR FACI LI TY- RELATED

CONTROL SYSTEMS UTI LI TY CONTROL SYSTEM

TO I NCLUDE ADVANCED METERI NG

I NFRASTRUCTURE ( AMI )

25 05 11. 76 14 05/ 21, CHG 1: 08/ 23 CYBERSECURI TY FOR FACI LI TY- RELATED

CONTROL SYSTEMS - PETROLEUM OI L AND

LUBRI CANTS DI STRI BUTI ON AND STORAGE

SYSTEM

25 05 11. 77 14 05/ 21, CHG 1: 08/ 23 CYBERSECURI TY FOR FACI LI TY- RELATED

CONTROL SYSTEMS - FUEL LEAK DETECTI ON

SYSTEM

25 10 10. 00 14 02/ 19, CHG 1: 05/ 21 UTI LI TY MONI TORI NG AND CONTROL SYSTEM

( UMCS) FRONT END AND I NTEGRATI ON

25 10 11. 00 14 04/ 06 POWER QUALI TY MONI TORI NG SYSTEM ( PQMS)

25 10 12. 00 14 04/ 06 POWER CONTROL AND MONI TORI NG SYSTEM

( PCMS)

DI VI SI ON 26 - ELECTRI CAL

26 05 48. 00 14 10/ 07 SEI SMI C PROTECTI ON FOR ELECTRI CAL

EQUI PMENT

26 05 73. 00 14 08/ 23 POWER SYSTEM STUDI ES

PROJECT TABLE OF CONTENTS Page 4

26 08 00. 00 14 11/ 22 APPARATUS I NSPECTI ON AND TESTI NG

26 11 10. 00 14 13. 8 KV DI STRI BUTI ON SYSTEM SEQUENCE

OF OPERATI ONS

26 12 19. 10 14 05/ 19, CHG 2: 11/ 23 THREE- PHASE, LI QUI D- FI LLED PAD- MOUNTED

TRANSFORMERS

26 13 00. 00 14 05/ 21, CHG 1: 05/ 22 SF6/ HI GH- FI REPOI NT FLUI DS I NSULATED

PAD- MOUNTED SWI TCHGEAR

26 13 13. 00 14 11/ 21 METAL- CLAD SWI TCHGEAR

26 20 00. 00 14 08/ 23 I NTERI OR DI STRI BUTI ON SYSTEM

26 20 02. 00 14 02/ 24 POWER DI STRI BUTI ON UNI T ( PDU)

26 23 00. 00 14 02/ 24 LOW- VOLTAGE SWI TCHGEAR

26 24 13. 00 14 08/ 21 SWI TCHBOARDS

26 27 14. 20 14 02/ 21, CHG 1: 05/ 21 ELECTRI CI TY METERI NG

26 29 23. 00 14 02/ 20, CHG 1: 05/ 21 ADJUSTABLE SPEED DRI VE ( ASD) SYSTEMS

UNDER 600 VOLTS

26 32 15. 00 14 05/ 20 ENGI NE- GENERATOR SET STATI ONARY

15- 2500 KW, WI TH AUXI LI ARI ES

26 32 34. 00 14 10/ 07 I NVERTER SYSTEM ABOVE 15 KVA CAPACI TY

26 33 53. 00 14 05/ 19 STATI C UNI NTERRUPTI BLE POWER SUPPLY

( UPS)

26 35 43. 00 14 08/ 21 400- HERTZ ( HZ) SOLI D STATE FREQUENCY

CONVERTER

26 36 23. 00 14 05/ 20, CHG 1: 08/ 21 AUTOMATI C TRANSFER SWI TCHES AND

BY- PASS/ I SOLATI ON SWI TCH

26 40 00. 00 14 01/ 24 STATI C TRANSFER SWI TCH WI TH BYPASS

( STATI C AUTOMATI C BUS TRANSFER ( SABT)

SWI TCH) 100 AMP - 600 AMP

26 41 00. 00 14 08/ 23 LI GHTNI NG PROTECTI ON SYSTEM

26 51 00. 00 14 05/ 20, CHG 2: 11/ 21 I NTERI OR LI GHTI NG

26 55 53. 00 14 11/ 23 SECURI TY LI GHTI NG

26 56 00. 00 14 08/ 21 EXTERI OR LI GHTI NG

DI VI SI ON 27 - COMMUNI CATI ONS

27 10 00. 00 14 08/ 11 BUI LDI NG TELECOMMUNI CATI ONS CABLI NG

SYSTEM

27 41 00. 00 14 11/ 21 AUDI O- VI SUAL SYSTEMS

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 10 05. 00 14 05/ 16 ELECTRONI C SECURI TY SYSTEMS ( ESS)

28 31 70. 00 14 08/ 20 I NTERI OR FI RE ALARM SYSTEM, ADDRESSABLE

28 31 76. 00 14 08/ 20 I NTERI OR FI RE ALARM AND MASS

NOTI FI CATI ON SYSTEM, ADDRESSABLE

28 31 80. 00 14 08/ 20 WI DE AREA MASS NOTI FI CATI ON SYSTEM

EXPANSI ON

DI VI SI ON 31 - EARTHWORK

31 00 00. 00 14 08/ 23 EARTHWORK

31 21 13. 00 14 11/ 18 RADON MI TI GATI ON

31 31 16. 19 14 08/ 22 TERMI TE CONTROL BARRI ERS

31 43 13. 13 14 02/ 21 CONCRETE PRESSURE GROUTI NG

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 05 33. 00 14 08/ 17 LANDSCAPE ESTABLI SHMENT

32 11 20. 00 14 05/ 22 BASE COURSE FOR RI GI D PAVI NG AND

SUBBASE FOR FLEXI BLE PAVI NG

PROJECT TABLE OF CONTENTS Page 5

32 11 23. 00 14 05/ 22 AGGREGATE BASE COURSE FOR FLEXI BLE

PAVI NG

32 12 13. 00 14 05/ 17 BI TUMI NOUS TACK AND PRI ME COATS

32 12 16. 16 14 11/ 20 ROAD- MI X ASPHALT PAVI NG

32 13 13. 06 14 05/ 20 PORTLAND CEMENT CONCRETE PAVEMENT FOR

ROADS AND SI TE FACI LI TI ES

32 13 73. 19 14 11/ 19 COMPRESSI ON CONCRETE PAVI NG JOI NT

SEALANT

32 15 00. 00 14 05/ 17 AGGREGATE SURFACI NG

32 16 19. 00 14 05/ 18 CONCRETE CURBS, GUTTERS AND SI DEWALKS

32 17 23. 00 14 08/ 16, CHG 5: 11/ 18 PAVEMENT MARKI NGS

32 31 13. 00 14 11/ 21 CHAI N LI NK SECURI TY FENCES AND GATES

32 31 13. 53 14 11/ 21 RESTRI CTED AREA SECURI TY FENCE

32 92 19. 00 14 08/ 17, CHG 1: 08/ 21 SEEDI NG

32 93 00. 00 14 08/ 17, CHG 1: 08/ 21 EXTERI OR PLANTS

DI VI SI ON 33 - UTI LI TI ES

33 01 50. 31 14 02/ 20 LEAK DETECTI ON FOR FUELI NG SYSTEMS

33 08 55. 00 14 08/ 19 FUEL DI STRI BUTI ON SYSTEM START- UP

( NON- HYDRANT)

33 09 52. 00 14 11/ 18 FUEL PUMP CONTROL AND ANNUNCI ATI ON

SYSTEM ( NON- HYDRANT)

33 11 00. 00 14 02/ 18, CHG 2: 11/ 23 WATER UTI LI TY DI STRI BUTI ON PI PI NG

33 30 00. 00 14 05/ 18 SANI TARY SEWERAGE

33 40 00. 00 14 11/ 21 STORMWATER UTI LI TI ES

33 52 23. 15 14 11/ 18 POL SERVI CE PI PI NG WELDI NG

33 52 40. 00 14 11/ 18, CHG 2: 11/ 20 FUEL SYSTEMS PI PI NG ( NON- HYDRANT)

33 56 10. 00 14 05/ 19, CHG 1: 11/ 20 FACTORY- FABRI CATED FUEL STORAGE TANKS

33 57 55. 00 14 11/ 18, CHG 1: 11/ 20 FUEL SYSTEM COMPONENTS ( NON- HYDRANT)

33 71 02. 00 14 08/ 21 UNDERGROUND ELECTRI CAL DI STRI BUTI ON

33 71 04. 00 14 03/ 22 SELF SUPPORT TOWER

33 82 00. 00 14 04/ 06 TELECOMMUNI CATI ONS OUTSI DE PLANT ( OSP)

DI VI SI ON 34 - TRANSPORTATI ON

34 75 13. 13 14 02/ 22 CRASH RATED ACTI VE AND PASSI VE VEHI CLE

BARRI ERS AND CONTROLS

- - End of Pr oj ect Tabl e of Cont ent s - -

PROJECT TABLE OF CONTENTS Page 6

SECTI ON 23 05 48. 19 14

SEI SMI C BRACI NG FOR HVAC

05/ 18, CHG 2: 08/ 20

PART 1 GENERAL

1. 1 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.

AMERI CAN CONCRETE I NSTI TUTE ( ACI )

ACI 355. 2 ( 2007) Qual i f i cat i on of Post - I nst al l ed Mechani cal Anchor s i n Concr et e and Comment ar y

ACI 355. 4 ( 2011) Qual i f i cat i on of Post - I nst al l ed Adhesi ve Anchor s i n Concr et e ( ACI 355. 4) and Comment ar y

AMERI CAN I NSTI TUTE OF STEEL CONSTRUCTI ON ( AI SC)

AI SC 325 ( 2017) St eel Const r uct i on Manual

AMERI CAN SOCI ETY OF CI VI L ENGI NEERS ( ASCE)

ASCE 7- 16 ( 2017; Er r at a 2018; Supp 1 2018) Mi ni mum Desi gn Loads and Associ at ed Cr i t er i a f or Bui l di ngs and Ot her St r uct ur es

AMERI CAN WATER WORKS ASSOCI ATI ON ( AWWA)

AWWA C105/ A21. 5 ( 2018) Pol yet hyl ene Encasement f or Duct i l e- I r on Pi pe Syst ems

AWWA C116/ A21. 16 ( 2015) Pr ot ect i ve Fusi on- Bonded Coat i ngs f or t he I nt er i or and Ext er i or Sur f aces of Duct i l e- I r on and Gr ay I r on Fi t t i ngs

AWWA C153/ A21. 53 ( 2019) Duct i l e- I r on Compact Fi t t i ngs f or Wat er Ser vi ce

AWWA C213 ( 2022) Fusi on- Bonded Epoxy Coat i ngs and Li ni ngs f or St eel Wat er Pi pe and Fi t t i ngs

ASTM I NTERNATI ONAL ( ASTM)

ASTM A36/ A36M ( 2019) St andar d Speci f i cat i on f or Car bon St r uct ur al St eel

ASTM A53/ A53M ( 2022) St andar d Speci f i cat i on f or Pi pe, St eel , Bl ack and Hot - Di pped, Zi nc- Coat ed, Wel ded and Seaml ess

ASTM A153/ A153M ( 2023) St andar d Speci f i cat i on f or Zi nc

SECTI ON 23 05 48. 19 14 Page 1

Coat i ng ( Hot - Di p) on I r on and St eel Har dwar e

ASTM A325 ( 2014) St andar d Speci f i cat i on f or St r uct ur al Bol t s, St eel , Heat Tr eat ed, 120/ 105 ksi Mi ni mum Tensi l e St r engt h

ASTM A490 ( 2014a) St andar d Speci f i cat i on f or St r uct ur al Bol t s, Al l oy St eel , Heat Tr eat ed, 150 ksi Mi ni mum Tensi l e St r engt h

ASTM A500/ A500M ( 2023) St andar d Speci f i cat i on f or Col d- For med Wel ded and Seaml ess Car bon St eel St r uct ur al Tubi ng i n Rounds and Shapes

ASTM A536 ( 1984; R 2019; E 2019) St andar d Speci f i cat i on f or Duct i l e I r on Cast i ngs

ASTM A563 ( 2021; E 2022a) St andar d Speci f i cat i on f or Car bon and Al l oy St eel Nut s

ASTM A603 ( 2019) St andar d Speci f i cat i on f or Zi nc- Coat ed St eel St r uct ur al Wi r e Rope

ASTM D1785 ( 2015; E 2018) St andar d Speci f i cat i on f or Pol y( Vi nyl Chl or i de) ( PVC) , Pl ast i c Pi pe, Schedul es 40, 80, and 120

ASTM D2665 ( 2014) St andar d Speci f i cat i on f or Pol y( Vi nyl Chl or i de) ( PVC) Pl ast i c Dr ai n, Wast e, and Vent Pi pe and Fi t t i ngs

ASTM E488/ E488M ( 2022) St andar d Test Met hods f or St r engt h of Anchor s i n Concr et e El ement s

ASTM F891 ( 2023) St andar d Speci f i cat i on f or Coext r uded Pol y ( Vi nyl Chl or i de) ( PVC) Pl ast i c Pi pe wi t h a Cel l ul ar Cor e

ASTM F1554 ( 2020) St andar d Speci f i cat i on f or Anchor Bol t s, St eel , 36, 55, and 105- ksi Yi el d St r engt h

FEDERAL EMERGENCY MANAGEMENT AGENCY ( FEMA)

FEMA P- 414 ( Januar y 2004) I nst al l i ng Sei smi c Rest r ai nt s f or Duct and Pi pe

I CC EVALUATI ON SERVI CE, I NC. ( I CC- ES)

I CC ES AC156 ( 2012) Accept abl e Cr i t er i a f or Sei smi c Cer t i f i cat i on by Shake- Tabl e Test i ng of Nonst r uct ur al Component s

I CC ES AC193 ( 2012) Accept ance Cr i t er i a f or Mechani cal Anchor s i n Concr et e El ement s

SECTI ON 23 05 48. 19 14 Page 2

I NTERNATI ONAL CODE COUNCI L ( I CC)

I CC I BC ( 2021) I nt er nat i onal Bui l di ng Code

METAL FRAMI NG MANUFACTURERS ASSOCI ATI ON ( MFMA)

MFMA- 4 ( 2004) Met al Fr ami ng St andar ds Publ i cat i on

NSF I NTERNATI ONAL ( NSF)

NSF/ ANSI 61 ( 2022) Dr i nki ng Wat er Syst em Component s - Heal t h Ef f ect s

SHEET METAL AND AI R CONDI TI ONI NG CONTRACTORS' NATI ONAL ASSOCI ATI ON

( SMACNA)

SMACNA 1981 ( 2008) Sei smi c Rest r ai nt Manual Gui del i nes f or Mechani cal Syst ems, 3r d Edi t i on

U. S. DEPARTMENT OF DEFENSE ( DOD)

UFC 3- 301- 01 ( 2023) St r uct ur al Engi neer i ng

UFC 4- 010- 01 ( 2018; wi t h Change 2, 2022) DoD Mi ni mum Ant i t er r or i sm St andar ds f or Bui l di ngs

VI BRATI ON I SOLATI ON AND SEI SMI C CONTROL MANUFACTURERS ASSOCI ATI ON

( VI SCMA)

VI SCMA 412 ( 2014) I nst al l i ng Sei smi c Rest r ai nt s f or Mechani cal Equi pment

1. 2 SYSTEM DESCRI PTI ON

1. 2. 1 Gener al Requi r ement s

Appl y t he r equi r ement s f or sei smi c pr ot ect i on measur es descr i bed i n t hi s sect i on and on t he dr awi ngs t o t he mechani cal equi pment and mechani cal syst ems bot h i nsi de and out si de of t he bui l di ng al ong wi t h ext er i or ut i l i t i es and syst ems l i s t ed bel ow. Wher e t her e i s a conf l i c t bet ween t he speci f i cat i ons and t he dr awi ngs, t he speci f i cat i ons wi l l t ake pr ecedence.

Accompl i sh r esi st ance t o l at er al f or ces i nduced by ear t hquakes wi t hout consi der at i on of f r i c t i on r esul t i ng f r om gr avi t y l oads.

1. 2. 2 Mechani cal Equi pment

Mechani cal equi pment t o be sei smi cal l y pr ot ect ed must i ncl ude t he f ol l owi ng i t ems t o t he ext ent r equi r ed on t he dr awi ngs or i n ot her sect i ons of t hese speci f i cat i ons:

Equi pment / Component s wi t h I p = 1. 0

St or age Tanks f or Oi l and Wat er

SECTI ON 23 05 48. 19 14 Page 3

Expansi on Ai r Separ at or Tanks Val ves and Fi t t i ngs f or Pi pi ng

Wat er Chi l l er Uni t s Ther mal St or age Uni t s

Comput er Room Ai r Condi t i oner s Ai r Handl i ng Uni t s

Pumps wi t h Mot or s

Spl i t Syst em DX Uni t s

Exhaust , Ret ur n and Mi sc. Fans

Pumps

Uni t ar y HVAC Syst ems

Fan Coi l Uni t s

I nst r ument at i on and Cont r ol f or HVAC

Duct Mount ed Coi l s

Equi pment / Component s wi t h I p = 1. 5 ( Desi gnat ed Sei smi c Syst ems) Ref er ence Sect i on 13 48 73. 00 14 SEI SMI C CONTROL FOR MI SCELLANEOUS EQUI PMENT, par agr aph 1. 2. 2 f or Equi pment / Component s wi t h I p = 1. 5.

1. 2. 3 Mechani cal Syst ems

Mechani cal syst ems t o be sei smi cal l y pr ot ect ed must i ncl ude t he f ol l owi ng i t ems t o t he ext ent r equi r ed on t he dr awi ngs or i n t hi s or ot her sect i ons of t hese speci f i cat i ons:

Mechani cal syst ems wi t h I p = 1. 0

a. Al l Pi pi ng and Duct s I nsi de t he Bui l di ng Except as Speci f i cal l y St at ed Bel ow Under " I t ems Not Cover ed By Thi s Sect i on" .

b. Chi l l ed Wat er Di st r i but i on Syst ems Out si de of Bui l di ngs.

c. St eam, Wat er , Oi l , Gas and Fuel Pi pi ng Out si de of Bui l di ngs.

d. Al l Wat er Suppl y Syst ems Out si de of Bui l di ngs.

e. St or m and Sani t ar y Sewer Syst ems Out si de of Bui l di ngs.

SECTI ON 23 05 48. 19 14 Page 4 f . Al l Pr ocess Pi pi ng Out si de of Bui l di ngs.

g. Heat Di st r i but i on Syst ems ( Suppl y, Ret ur n, and Condensat e Ret ur n) Out si de of Bui l di ngs.

h. Condenser Wat er and Ref r i ger ant Pi pi ng Out si de t he Bui l di ng.

i . Pneumat i c Tube Di st r i but i on Syst em Out si de of Bui l di ngs.

j . Col d St or age Ref r i ger at i on Syst ems Out si de of Bui l di ngs.

k. Fuel St or age Tanks Out si de of Bui l di ngs.

l . Wat er St or age Tanks Out si de of Bui l di ngs.

m. Duct wor k Out si de of Bui l di ngs.

n. St acks.

Mechani cal syst ems wi t h I p = 1. 5 ( Desi gnat ed Sei smi c Syst ems)

1. 2. 4 Cont r act or Desi gned Br aci ng

Submi t copi es of t he Cont r act or Desi gned Br aci ng f or CC, and Cont r act or Desi gned Br aci ng f or PP desi gn cal cul at i ons wi t h t he dr awi ngs.

Cal cul at i ons must be appr oved, cer t i f i ed, st amped and si gned by a r egi st er ed Pr of essi onal St r uct ur al Engi neer . Cal cul at i ons must ver i f y t he capabi l i t y of st r uct ur al member s t o whi ch br aci ng i s at t ached f or car r y i ng t he l oad f r om t he br ace. Desi gn t he br aci ng i n accor dance wi t h UFC 3- 301- 01, UFC 4- 010- 01, and addi t i onal dat a f ur ni shed by t he Cont r act i ng Of f i cer . For t he equi pment and syst ems i nst al l ed above t he Sei smi c I sol at i on Syst em i nt er f ace i n t he Command Cent er , t he hor i zont al f or ce may be det er mi ned usi ng t he Command Cent er I n- St r uct ur e Response Spect r a i n Sect i on 13 48 73. 00 14 SEI SMI C CONTROL FOR MI SCELLANEOUS EQUI PMENT and Sect i on 13. 3. 1. 4 of ASCE 7- 16 wi t h an I p=1. 0 and t he ver t i cal f or ce t o be det er mi ned usi ng +/ - ( 0. 67) * ( Sds) * ( Wp) . Resi st ance t o l at er al f or ces i nduced by ear t hquakes must be accompl i shed wi t hout consi der at i on of f r i c t i on r esul t i ng f r om gr avi t y l oads. UFC 3- 301- 01 uses par amet er s f or t he bui l di ng, not f or t he equi pment i n t he bui l di ng;

t her ef or e, cor r espondi ng adj ust ment s t o t he f or mul as must be r equi r ed.

Loadi ngs det er mi ned usi ng UFC 3- 301- 01 ar e based on st r engt h desi gn;

t her ef or e, AI SC 325 Speci f i cat i ons must be used f or t he desi gn. The br aci ng f or t he mechani cal equi pment desi gnat ed i n par agr aph 1. 2. 2 and syst ems desi gnat ed i n par agr aph 1. 2. 3 must be devel oped by t he Cont r act or .

1. 2. 5 I t ems Not Cover ed By Thi s Sect i on

1. 2. 5. 1 Fi r e Pr ot ect i on Syst ems

I nst al l sei smi c pr ot ect i on of pi pi ng f or f i r e pr ot ect i on syst ems as speci f i ed i n Sect i ons 21 30 00 FI RE PUMPS, 21 13 13. 00 14 WET PI PE SPRI NKLER SYSTEMS, FI RE PROTECTI ON, and Sect i on 21 22 00. 00 14 CLEAN AGENT

FI RE EXTI NGUI SHI NG SYSTEM. 21 13 16 DRY PI PE SPRI NKLER SYSTEMS, FI RE

PROTECTI ON, 21 13 18 PREACTI ON SPRI NKLER SYSTEMS, FI RE PROTECTI ON, and

21 13 24. 00 10 AQUEOUS FI LM- FORMI NG FOAM ( AFFF) FI RE PROTECTI ON SYSTEM.

1. 2. 5. 2 I t ems Requi r i ng No Sei smi c Rest r ai nt s

Sei smi c r est r ai nt s ar e not r equi r ed f or t he f ol l owi ng i t ems:

SECTI ON 23 05 48. 19 14 Page 5

a. Gas pi pi ng l ess t han 1 i nch nomi nal pi pe s i ze.

b. Pi pi ng i n boi l er and mechani cal equi pment r ooms l ess t han 1- 1/ 4 i nches nomi nal pi pe s i ze.

c. Al l ot her pi pi ng equal t o or l ess t han 3 i nches nomi nal pi pe s i ze.

d. Rect angul ar ai r handl i ng duct s l ess t han 6 squar e f eet i n cr oss sect i onal ar ea.

e. Round ai r handl i ng duct s l ess t han 28 i nches i n di amet er .

f . Pi pi ng suspended by i ndi v i dual hanger s 12 i nches or l ess i n l engt h f r om t he t op of pi pe t o t he bot t om of t he suppor t i ng st r uct ur al member wher e t he hanger i s at t ached, except as not ed bel ow.

g. Duct s suspended by hanger s 12 i nches or l ess i n l engt h f r om t he t op of t he duct t o t he bot t om of t he suppor t i ng st r uct ur al member , except as not ed bel ow.

I n exempt i ons f . and g. al l hanger s must meet t he l engt h r equi r ement s. I f t he l engt h r equi r ement i s exceeded by one hanger i n t he r un, br ace t he ent i r e r un. Sei smi cal l y pr ot ect i nt er i or pi pi ng and duct s not l i s t ed above i n accor dance wi t h t he pr ovi s i ons of t hi s speci f i cat i on.

Non- cr i t i cal i t ems may r equi r e sei smi c r est r ai nt s i f adj acent t o cr i t i cal equi pment or syst ems t hat must r emai n oper at i onal af t er an ear t hquake and coul d be compr omi sed by i mpact wi t h non- cr i t i cal adj acent component s.

1. 3 SUBMI TTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" or " S" c l assi f i cat i on. Submi t t al s not havi ng a " G" or " S" c l assi f i cat i on ar e f or i nf or mat i on onl y. When used, a code f ol l owi ng t he " G" c l assi f i cat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment .

Submi t t he f ol l owi ng i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL

PROCEDURES:

SD- 02 Shop Dr awi ngs

Coupl i ng and Br aci ng f or CC Coupl i ng and Br aci ng f or PP

Fl exi bl e Coupl i ngs or Joi nt s f or CC Fl exi bl e Coupl i ngs or Joi nt s f or PP

Equi pment Rest r ai nt f or CC Equi pment Rest r ai nt f or PP

Cont r act or Desi gned Br aci ng f or CC; G Cont r act or Desi gned Br aci ng f or PP; G

SD- 03 Pr oduct Dat a

Coupl i ng and Br aci ng f or CC Coupl i ng and Br aci ng f or PP

Fl exi bl e Coupl i ngs or Joi nt s f or CC; G

SECTI ON 23 05 48. 19 14 Page 6

Fl exi bl e Coupl i ngs or Joi nt s f or PP; G

Equi pment Rest r ai nt f or CC; G Equi pment Rest r ai nt f or PP; G

Cont r act or Desi gned Br aci ng f or CC; G Cont r act or Desi gned Br aci ng f or PP; G

Anchor Bol t s f or CC Anchor Bol t s f or PP

Vi br at i on I sol at or s

SD- 05 Desi gn Dat a

Desi gn Cal cul at i ons

SD- 06 Test Repor t s

Anchor Bol t s f or CC; G Anchor Bol t s f or PP; G

PART 2 PRODUCTS

2. 1 GENERAL DESI GN REQUI REMENTS

Submi t det ai l ed sei smi c r est r ai nt dr awi ngs f or mechani cal equi pment , duct syst ems, pi pi ng syst ems and any ot her mechani cal syst ems al ong wi t h cal cul at i ons, cat al og cut s, t empl at es, and er ect i on and i nst al l at i on det ai l s, as appr opr i at e, f or t he i t ems l i s t ed bel ow. I ndi cat e t hi ckness, t ype, gr ade, c l ass of met al , and di mensi ons; and show const r uct i on det ai l s, r ei nf or cement , anchor age, and i nst al l at i on wi t h r el at i on t o t he bui l di ng const r uct i on. Cal cul at i ons must be st amped, by a r egi st er ed st r uct ur al engi neer , and ver i f y t he capabi l i t y of st r uct ur al member s t o whi ch br aci ng i s at t ached f or car r y i ng t he l oad f r om t he br ace. I ncl ude dr awi ng f or Mi ssi on Cr i t i cal Equi pment i ndi cat i ng t he equi pment l ocat i on i n t he f aci l i t y suf f i c i ent t o be used f or t he i nst al l at i on. Desi gn must be based on act ual equi pment and syst em l ayout . Desi gn must i ncl ude cal cul at ed dead l oads, st at i c sei smi c l oads and capaci t y of mat er i al s ut i l i zed f or t he connect i on of t he equi pment or syst em t o t he st r uct ur e.

Anal ysi s must det ai l anchor i ng met hods.

2. 2 EQUI PMENT RESTRAI NT

Equi pment Rest r ai nt f or CC and Equi pment Rest r ai nt f or PP

Equi pment must be r i gi dl y or f l exi bl y mount ed as i ndi cat ed i n t he speci f i cat i ons and/ or dr awi ngs dependi ng on vi br at i on i sol at i on r equi r ement s as f ol l ows bel ow.

Roof mount ed equi pment such as cool i ng t ower s and condenser s, bot h v i br at i on i sol at ed and noni sol at ed, must have suppor t member s desi gned and anchor ed t o bui l di ng st r uct ur al st eel or concr et e as r equi r ed f or sei smi c r est r ai nt and wi nd l oads.

2. 2. 1 Ri gi dl y ( Base and Suspended) Mount ed Equi pment

HVAC equi pment f ur ni shed under t hi s cont r act must be r i gi dl y mount ed usi ng cast - i n- pl ace anchor bol t s or post - i nst al l ed anchor s t hat ar e qual i f i ed

SECTI ON 23 05 48. 19 14 Page 7 f or ear t hquake l oadi ng i n accor dance wi t h ACI 355. 2 and ACI 355. 4. Anchor bol t s must conf or m t o ASTM F1554. For any r i gi d equi pment whi ch i s r i gi dl y anchor ed, pr ovi de f l exi bl e j oi nt s f or pi pi ng, duct wor k, el ect r i cal condui t , et c. , t hat ar e capabl e of accommodat i ng di spl acement s equal t o t he f ul l wi dt h of t he j oi nt i n bot h or t hogonal di r ect i ons. Suspended equi pment br aci ng at t achment s shoul d be l ocat ed j ust above t he cent er of gr avi t y t o mi ni mi ze swi ngi ng. Use t he r at i o of t he over t ur ni ng moment f r om sei smi c f or ces t o t he r esi st i ng moment due t o gr avi t y l oads t o det er mi ne i f over t ur ni ng f or ces need t o be consi der ed i n t he s i z i ng of anchor bol t s. Pr ovi de cal cul at i ons t o ver i f y t he adequacy of t he anchor bol t s f or combi ned shear and over t ur ni ng.

Roof mount ed HVAC equi pment r oof cur bs, f r ami ng and at t achment t o equi pment and st r uct ur e must be desi gned and br aced t o wi t hst and sei smi c l oads. Desi gnat ed Sei smi c Syst ems ( DSS) assi gned t o Sei smi c Desi gn Cat egor y ( SDC) C, D, E, or F and Ri sk Cat egor y I V component s needed f or cont i nued oper at i on af t er an ear t hquake must have t wo nut s pr ovi ded on each anchor bol t .

2. 2. 2 Nonr i gi d or Fl exi bl y- Mount ed Equi pment

Sel ect v i br at i on i sol at i on devi ces so t hat t he maxi mum movement of equi pment f r om t he st at i c def l ect i on poi nt i s 1/ 4 i nch. Equi pment f l exi bl y mount ed on vi br at i on i sol at or s must have a bumper r est r ai nt or snubber i n each hor i zont al di r ect i on and ver t i cal r est r ai nt s must be pr ovi ded wher e r equi r ed t o r esi st over t ur ni ng. I sol at or housi ng and r est r ai nt s must be const r uct ed of duct i l e mat er i al s. A v i scoel ast i c pad or s i mi l ar mat er i al of appr opr i at e t hi ckness must be used bet ween t he bumper and component s t o l i mi t t he i mpact l oad. Rest r ai nt s must be desi gned t o r esi st t he cal cul at ed hor i zont al l at er al and ver t i cal f or ces.

Spr i ng v i br at i on i sol at or s must be sei smi cal l y r at ed, r est r ai ned i sol at or s f or equi pment subj ect t o l oad var i at i ons and l ar ge ext er nal f or ces. The sei smi cal l y r at ed housi ng must be si zed t o meet or exceed t he f or ce r equi r ement s appl i cabl e t o t he pr oj ect and meet t he r equi r ed i sol at i on cr i t er i a. Spr i ng v i br at i on i sol at or manuf act ur er ' s wi l l be a member of VI SCMA. Desi gn f or ce, Fp, must be doubl ed f or v i br at i on i sol at or s wi t h an ai r gap gr eat er t han 0. 25 i nches as speci f i ed i n ASCE 7- 16, Chapt er 13.

Housed spr i ngs must not be used f or sei smi c r est r ai nt appl i cat i ons because t hey cannot r esi st upl i f t .

2. 3 BOLTS AND NUTS

Hex head bol t s, and heavy hexagon nut s must be ASTM A325 or ASTM A490 bol t s and ASTM A563 nut s. Pr ovi de bol t s and nut s gal vani zed i n accor dance wi t h ASTM A153/ A153M when used under gr ound or exposed t o weat her .

2. 4 FLEXI BLE JOI NTS

Fl exi bl e j oi nt s must have same pr essur e and t emper at ur e r at i ngs as adj oi ni ng pi pe. Br ai ded hoses must not be used wher e t her e i s t or s i onal or axi al movement unl ess manuf act ur er al l ows i t .

2. 4. 1 Br ai ded Hose Expansi on Joi nt

Br ai ded hose expansi on j oi nt ( s) must be i nst al l ed i n t he l ocat i ons i ndi cat ed on t he dr awi ngs and as r equi r ed t o accommodat e any t her mal expansi on, cont r act i on or sei smi c movement of t he pi pi ng syst em. Joi nt s must consi st of t wo par al l el sect i ons of cor r ugat ed met al hose, compat i bl e

SECTI ON 23 05 48. 19 14 Page 8 br ai d, and 180 degr ee r et ur n bend wi t h i nl et and out l et connect i ons. Fi el d f abr i cat ed l oops ar e not accept abl e. Br ai ded hose expansi on j oi nt ( s) must be i nst al l ed i n t he l ocat i ons i ndi cat ed on t he dr awi ngs and as r equi r ed t o accommodat e any t her mal expansi on, cont r act i on or sei smi c movement of t he pi pi ng syst em. Joi nt s must consi st of t wo par al l el sect i ons of cor r ugat ed met al hose, compat i bl e br ai d, and 180 degr ee r et ur n bend wi t h i nl et and out l et connect i ons. Fi el d f abr i cat ed l oops must not be accept abl e.

Br ai ded hose i n a 60 degr ee f l exi bl e V l oop ar r angement must be used f or smal l di amet er pi pe connect i ons t o coi l s i n var i abl e- ai r - vol ume ( VAV) t er mi nal uni t s and f an coi l uni t s i nst al l ed i n suspended duct wor k whet her br aced or unbr aced.

Al l br ai ded hose expansi on j oi nt s must be manuf act ur ed i n accor dance wi t h t he document ed manuf act ur er s wel d pr ocedur e speci f i cat i ons. The pr ocedur e qual i f i cat i on r ecor d must be used t o document t he execut i on of t hi s pr ocedur e and must f ol l ow t he gener al " gui del i nes" of ASME Sect i on I X.

Each i ndi v i dual wel der must conf or m t o t he i n- house pr ocedur e qual i f i cat i on r ecor d and be qual i f i ed pr i or t o each pr oduct i on l ot . The t est i ng of each i ndi v i dual wel der must be document ed i n a wel di ng pr ocedur e qual i f i cat i on r ecor d.

2. 4. 1. 1 Cor r ugat ed Hose

Cor r ugat ed hose must be Type 316 st ai nl ess st eel . Br ai d must be Type 304 st ai nl ess st eel f or any ser i es 300 st ai nl ess st eel hose. Fi t t i ngs mat er i al s of const r uct i on and end f i t t i ng t ype must be consi st ent wi t h pi pe mat er i al and equi pment / pi pe connect i on f i t t i ngs. Copper f i t t i ngs must not be at t ached t o st ai nl ess st eel hose.

2. 4. 1. 2 Fl exi bl e Hose Expansi on Loops

Fl exi bl e hose expansi on l oops must have a f act or y suppl i ed, hanger / suppor t l ug l ocat ed at t he bot t om of t he 180deg r et ur n. Fl exi bl e hose expansi on l oop( s) must be f ur ni shed wi t h a pl ugged FPT t o be used f or a dr ai n or ai r r el ease vent . Fl exi bl e hose expansi on l oop( s) must be r at ed wi t h an oper at i ng pr essur e whi ch i s t he same as t he adj oi ni ng pi pe. The oper at i ng pr essur e must be based on bur st pr essur e wi t h a 4 t o 1 saf et y f act or .

2. 4. 2 Doubl e Bal l Fl exi bl e Expansi on Joi nt

I nst al l f l exi bl e expansi on j oi nt s manuf act ur ed of duct i l e i r on conf or mi ng t o t he mat er i al r equi r ement s of ASTM A536 and AWWA C153/ A21. 53 i n t he l ocat i ons i ndi cat ed on t he dr awi ngs. Pr ovi de f oundr y cer t i f i cat i on of mat er i al upon r equest . Each f l exi bl e expansi on j oi nt must be pr essur e t est ed pr i or t o shi pment agai nst i t s own r est r ai nt t o a mi ni mum of 350 psi ( 250 psi f or f l exi bl e expansi on j oi nt s 2 i nch and 30 i nches di amet er and l ar ger . ) A mi ni mum 2: 1 saf et y f act or , det er mi ned f r om t he publ i shed pr essur e r at i ng, must appl y. Fact or y Mut ual Appr oval f or t he 3 i nch t hr ough 12 i nch si zes i s r equi r ed. Each f l exi bl e expansi on j oi nt must consi st of an expansi on j oi nt desi gned and cast as an i nt egr al par t of a bal l and socket t ype f l exi bl e j oi nt , havi ng a mi ni mum per bal l def l ect i on of : 20º , 2" - 12" ; 15º , 14" - 36" ; 12º , 42" - 48" and 4- i nches mi ni mum expansi on. Addi t i onal expansi on sl eeves must be avai l abl e and easi l y added or r emoved at t he f act or y or i n t he f i el d. Bot h st andar di zed mechani cal j oi nt and f l ange end connect i ons must be avai l abl e.

SECTI ON 23 05 48. 19 14 Page 9

2. 4. 2. 1 I nt er nal Sur f aces

Li ne al l i nt er nal sur f aces ( wet t ed par t s) wi t h a mi ni mum of 15 mi l s of f usi on bonded epoxy conf or mi ng t o t he appl i cabl e r equi r ement s of AWWA C213.

Seal i ng gasket s must be const r uct ed of EPDM. The coat i ng must meet

NSF/ ANSI 61.

2. 4. 2. 2 Ext er i or Sur f aces

Coat ext er i or sur f aces wi t h a mi ni mum of 6 mi l s of f usi on bonded epoxy conf or mi ng t o t he appl i cabl e r equi r ement s of AWWA C116/ A21. 16. I ncl ude appr opr i at el y s i zed pol yet hyl ene sl eeves, meet i ng AWWA C105/ A21. 5, f or di r ect bur i ed appl i cat i ons.

2. 4. 3 Doubl e Bal l Fl exi bl e Expansi on Joi nt Gr avi t y Dr ai n ( Non- Pr essur i zed)

Fl exi bl e expansi on j oi nt s gr avi t y dr ai n must be i nst al l ed i n t he l ocat i ons i ndi cat ed on t he dr awi ngs and must be manuf act ur ed of PVC. Al l connect i ons whet her sol vent wel d or mechani cal must be r est r ai ned t o al l ow movement t o be t r ansf er r ed t o expansi on j oi nt . Each bal l must al l ow up t o 15 degr ees def l ect i on.

End connect i on out si de di amet er s must be compat i bl e wi t h ASTM D1785, ASTM D2665 and ASTM F891 PVC pi pe and ar e t o be sol vent wel ded.

2. 5 SWAY BRACI NG MATERI ALS

Mat er i al used f or member s l i s t ed i n t hi s sect i on and on t he dr awi ngs, must be st r uct ur al st eel conf or mi ng wi t h t he f ol l owi ng:

a. Pl at es, r ods, and r ol l ed shapes, ASTM A36/ A36M.

b. Wi r e r ope, ASTM A603 pr e- st r et ched. Cl ass C gal v coat i ng. Fer r ul e c l amps must be qual i f i ed by t est i ng f or use i n sei smi c appl i cat i ons per VI SCMA 412. A mi ni mum of t wo cl amps ar e r equi r ed on each end of wi r e r ope.

c. Tubes, ASTM A500/ A500M, Gr ade B.

d. Pi pes, ASTM A53/ A53M, Gr ade B.

e. Angl es, ASTM A36/ A36M.

f . Channel s ( St r ut s) wi t h i n- t ur ned l i ps and associ at ed har dwar e f or f ast eni ng t o channel s at r andom poi nt s conf or mi ng t o MFMA- 4.

PART 3 EXECUTI ON

3. 1 COUPLI NG AND BRACI NG

Coupl i ng and Br aci ng f or CC, Coupl i ng and Br aci ng f or PP

a. Submi t det ai l dr awi ngs, as speci f i ed her e and t hr oughout t hi s speci f i cat i on, al ong wi t h cat al og cut s, t empl at es, and er ect i on and i nst al l at i on det ai l s, as appr opr i at e, f or t he i t ems l i s t ed.

Submi t t al s must be compl et e i n det ai l ; must i ndi cat e t hi ckness, t ype, gr ade, c l ass of met al , and di mensi ons; and must show const r uct i on det ai l s, r ei nf or cement , anchor age, and i nst al l at i on wi t h r el at i on t o t he bui l di ng const r uct i on.

SECTI ON 23 05 48. 19 14 Page 10

b. Pr ovi de coupl i ng i nst al l at i on conf or mi ng t o t he det ai l s shown on t he dr awi ngs. Pr ovi s i ons of t hi s par agr aph appl y t o al l pi pi ng wi t hi n a 5 f oot l i ne ar ound out si de of bui l di ng unl ess bur i ed i n t he gr ound.

Pi pi ng gr ouped f or suppor t on t r apeze- t ype hanger s must be br aced at t he most f r equent i nt er val as det er mi ned by appl y i ng t he r equi r ement s of t hi s speci f i cat i on t o each pi pi ng r un on t he common suppor t .

c. Si ze br aci ng component s as r equi r ed f or t he t ot al l oad car r i ed by t he common suppor t s. Br aci ng r i gi dl y at t ached t o pi pe f l anges, or s i mi l ar , must not be used wher e i t woul d i nt er f er e wi t h t her mal expansi on of pi pi ng.

d. Adj ust i sol at or s and r est r ai nt s af t er pi pi ng syst ems has been f i l l ed and equi pment i s at i t s oper at i ng wei ght , f ol l owi ng t he manuf act ur er ' s wr i t t en i nst r uct i ons.

e. I nst al l cabl es at a 45- degr ee sl ope. Wher e i nt er f er ence i s pr esent , t he s l ope may be mi ni mum of 30 degr ees or a maxi mum of 60 degr ees per

VI SCMA 412.

3. 2 BUI LDI NG DRI FT

Pr ovi de j oi nt s capabl e of accommodat i ng sei smi c di spl acement s f or ver t i cal pi pi ng bet ween f l oor s of t he bui l di ng, wher e pi pes pass t hr ough a bui l di ng sei smi c or expansi on j oi nt , or wher e r i gi dl y suppor t ed pi pes connect t o equi pment wi t h v i br at i on i sol at or s. Pr ovi de hor i zont al pi pi ng acr oss expansi on j oi nt s t o accommodat e t he r esul t ant of t he dr i f t s of each bui l di ng uni t i n each or t hogonal di r ect i on. For t hr eaded pi pi ng, pr ovi de swi ng j oi nt s made of t he same pi pi ng mat er i al . For pi pi ng wi t h manuf act ur ed bal l j oi nt s t he sei smi c dr i f t must be 0. 015 f eet per f oot of hei ght above t he base wher e t he sei smi c separ at i on occur s; t hi s dr i f t val ue must be used i n pl ace of t he expansi on gi ven i n t he manuf act ur er ' s sel ect i on t abl e.

3. 3 FLEXI BLE COUPLI NGS OR JOI NTS

Fl exi bl e Coupl i ngs or Joi nt s f or CC, and Fl exi bl e Coupl i ngs or Joi nt s f or

PP

3. 3. 1 Bui l di ng Pi pi ng

Pr ovi de f l exi bl e coupl i ngs or j oi nt s i n bui l di ng pi pi ng at bot t om of al l pi pe r i ser s f or pi pe l ar ger t han 3- 1/ 2 i nches i n di amet er . Lat er al l y br ace f l exi bl e coupl i ngs or j oi nt s wi t hout i nt er f er i ng wi t h t he act i on of t he f l exi bl e coupl i ng or j oi nt . Cast i r on wast e and vent pi pi ng need onl y compl y wi t h t hese pr ovi s i ons when caul ked j oi nt s ar e used. Fl exi bl e bel l and spi got pi pe j oi nt s usi ng r ubber gasket s may be used at each br anch adj acent t o t ees and el bows f or under gr ound wast e pi pi ng i nsi de of bui l di ng t o sat i sf y t hese r equi r ement s.

3. 3. 2 Under gr ound Pi pi ng

I nst al l f l exi bl e coupl i ng i n under gr ound pi pi ng and 4 i nch or l ar ger condui t , except heat di st r i but i on syst em, wher e t he pi pi ng ent er s t he bui l di ng. Pr ovi de coupl i ngs t hat accommodat e 2 i nches of r el at i ve movement bet ween t he pi pe and t he bui l di ng i n any di r ect i on. Pr ovi de addi t i onal f l exi bl e coupl i ngs wher e shown on t he dr awi ngs.

SECTI ON 23 05 48. 19 14 Page 11

3. 4 PI PE SLEEVES

Si ze pi pe sl eeves i n i nt er i or non- f i r e r at ed wal l s as i ndi cat ed on t he dr awi ngs t o pr ovi de cl ear ances t hat wi l l per mi t di f f er ent i al movement of pi pi ng wi t hout t he pi pi ng st r i k i ng t he pi pe sl eeve. Pi pe sl eeves i n f i r e r at ed wal l s must conf or m t o t he r equi r ement s i n Sect i on 07 84 00. 00 14

FI RESTOPPI NG.

3. 5 SPREADERS

Pr ovi de spr eader s bet ween adj acent pi pi ng r uns t o pr event cont act dur i ng sei smi c act i v i t y whenever pi pe or i nsul at ed pi pe sur f aces ar e l ess t han 4 i nches apar t . Appl y spr eader s at same i nt er val as sway br aces at an equal di st ance bet ween t he sway br aces. I f r ack t ype hanger s ar e used wher e t he pi pes ar e r est r ai ned f r om cont act by mount i ng t o t he r ack, spr eader s ar e not r equi r ed f or pi pes mount ed i n t he r ack. Appl y spr eader s t o sur f ace of bar e pi pe and over i nsul at i on on i nsul at ed pi pes ut i l i z i ng hi gh- densi t y i nser t s and pi pe pr ot ect i on shi el ds i n accor dance wi t h t he r equi r ement s of Sect i on 23 07 00. 00 14 THERMAL I NSULATI ON FOR MECHANI CAL SYSTEMS.

3. 6 SWAY BRACES FOR PI PI NG

Pr ovi de sway br aces t o pr event movement of t he pi pes under sei smi c l oadi ng. Pr ovi de br aces i n bot h t he l ongi t udi nal and t r ansver se di r ect i ons, r el at i ve t o t he axi s of t he pi pe. Pr ovi de suf f i c i ent br aces f or equi pment t o r esi st a hor i zont al f or ce as speci f i ed i n UFC 3- 301- 01 wi t hout exceedi ng saf e wor ki ng st r ess of br aci ng component s. Pr ovi de br aci ng t hat does not i nt er f er e wi t h t her mal expansi on r equi r ement s f or t he pi pes as descr i bed i n ot her sect i ons of t hese speci f i cat i ons. For sei smi c anal ysi s of hor i zont al pi pes, t he equi val ent st at i c f or ce shoul d be consi der ed t o act concur r ent l y wi t h t he f ul l dead l oad of t he pi pe, i ncl udi ng cont ent s.

3. 6. 1 Tr ansver se Sway Br aci ng

Pr ovi de t r ansver se sway br aci ng f or st eel and copper pi pe at i nt er val s not t o exceed t hose shown on t he dr awi ngs. Al l r uns ( l engt h of pi pe bet ween end j oi nt s) must have a mi ni mum of t r ansver se br aci ng at each end.

Pr ovi de t r ansver se sway br aci ng f or pi pes of mat er i al s ot her t han st eel and copper at i nt er val s not t o exceed t he hanger spaci ng as speci f i ed i n Sect i on 22 00 00. 00 14 PLUMBI NG, GENERAL PURPOSE.

3. 6. 2 Longi t udi nal Sway Br aci ng

Pr ovi de l ongi t udi nal sway br aci ng at 40 f oot i nt er val s unl ess ot her wi se i ndi cat ed. Al l r uns ( l engt h of pi pe bet ween end j oi nt s) must have one l ongi t udi nal br ace mi ni mum. Const r uct sway br aces i n accor dance wi t h t he dr awi ngs. Do not use br anch l i nes, wal l s, or f l oor s as sway br aces.

3. 6. 3 Ver t i cal Runs

Run i s def i ned as l engt h of pi pe bet ween end j oi nt s. Do not br ace ver t i cal r uns of pi pi ng no mor e t han 10 f oot ver t i cal i nt er val s. Br aces f or ver t i cal r uns must be above t he cent er of gr avi t y of t he segment bei ng br aced. Fl exi bl e coupl i ngs shoul d be pr ovi ded at t he bot t oms of r i ser s f or pi pes l ar ger t han 3. 5 i n. ( 89 mm) i n di amet er . Fl exi bl e coupl i ngs and expansi on j oi nt s shoul d be br aced l at er al l y and l ongi t udi nal l y unl ess such br aci ng woul d i nt er f er e wi t h t he act i on of t he coupl i ngs or j oi nt s. When pi pes ent er bui l di ngs, f l exi bl e coupl i ngs shoul d be pr ovi ded t o al l ow f or

SECTI ON 23 05 48. 19 14 Page 12 r el at i ve movement bet ween t he soi l and bui l di ng. Const r uct al l sway br aces i n accor dance wi t h t he dr awi ngs. At t ach sway br aces t o t he st r uct ur al syst em. Do not connect t o br anch l i nes, wal l s, or f l oor s.

3. 6. 4 Cl amps and Hanger s

Appl y c l amps or hanger s on uni nsul at ed pi pes di r ect l y t o pi pe. I nsul at ed pi pi ng must have cl amps or hanger s appl i ed over i nsul at i on i n accor dance wi t h Sect i on 23 07 00. 00 14 THERMAL I NSULATI ON FOR MECHANI CAL SYSTEMS.

Hanger r od st i f f ener angl e or st r ut br aci ng must be secur el y at t ached by a ser i es of at t achment c l amps manuf act ur ed f r om a one pi ece met al st ampi ng and must i ncl ude al l r equi r e at t achment har dwar e and l ocki ng nut s.

At t achment c l amps made f r om al umi num or cast i r on must not be used i n sei smi c appl i cat i ons. Do not wel d ver t i cal br aces t o hanger r ods.

3. 7 SWAY BRACES FOR DUCTS

3. 7. 1 Br aced Duct s

Pr ovi de br aci ng det ai l s and spaci ng f or r ect angul ar and r ound duct s i n accor dance wi t h SMACNA 1981. However , t he desi gn sei smi c l oadi ngs f or t hese i t ems must not be l ess t han l oadi ngs obt ai ned usi ng t he pr ocedur es i n UFC 3- 301- 01. Br aci ng must not at t ach t o duct j oi nt s. Use shor t est scr ews possi bl e when penet r at i ng duct wor k t o mi ni mi ze ai r f l ow noi se i nsi de duct .

3. 7. 2 Unbr aced Duct s

At t ach hanger s f or unbr aced duct s t o t he duct wi t hi n 2 i nches of t he t op of t he duct wi t h a mi ni mum of t wo #10 sheet met al scr ews i n accor dance wi t h FEMA P- 414. Use shor t est scr ews possi bl e when penet r at i ng duct wor k t o mi ni mi ze ai r f l ow noi se i nsi de duct . I nst al l unbr aced duct s wi t h a 6 i nch mi ni mum cl ear ance t o ver t i cal cei l i ng hanger wi r es.

3. 8 EQUI PMENT

3. 8. 1 Gener al

Ensur e housekeepi ng pads have adequat e space t o mount equi pment and sei smi c r est r ai nt devi ces al l owi ng adequat e edge di st ance and embedment dept h f or r est r ai nt anchor bol t s. I dent i f y posi t i on of r ei nf or ci ng st eel and ot her embedded i t ems pr i or t o dr i l l i ng hol es f or anchor s. Do not dr i l l hol es i n concr et e or masonr y unt i l concr et e, mor t ar , or gr out has achi eved f ul l desi gn st r engt h. I nst al l neopr ene gr ommet washer s or t i l l t he gap wi t h epoxy on equi pment anchor bol t s wher e c l ear ance bet ween anchor and equi pment suppor t hol e exceeds 0. 125 i nches.

3. 8. 2 Cont r ol s

Ensur e t hat cont r ol s f or cr i t i cal equi pment t hat must r emai n oper at i onal af t er an ear t hquake ar e cer t i f i ed per par agr aph 3. 11 SPECI AL TESTI NG FOR SEI SMI C- RESI STI NG EQUI PMENT and ar e ser ved by emer gency power as r equi r ed.

3. 9 ANCHOR BOLTS

3. 9. 1 Cast - i n- Pl ace Anchor Bol t s

Use t empl at es t o l ocat e cast - i n- pl ace bol t s accur at el y and secur el y i n

SECTI ON 23 05 48. 19 14 Page 13 f or mwor k. Anchor bol t s must have an embedded st r ai ght l engt h equal t o at l east 12 t i mes nomi nal di amet er of t he bol t . Anchor bol t s t hat exceed t he nor mal dept h of equi pment f oundat i on pi er s or pads must ei t her ext end i nt o concr et e f l oor or t he f oundat i on or be i ncr eased i n dept h t o accommodat e bol t l engt hs.

3. 9. 2 Dr i l l ed- I n Anchor Bol t s

Dr i l l hol es wi t h r ot ar y i mpact hammer dr i l l s Dr i l l bi t s must be of di amet er s as speci f i ed by t he anchor manuf act ur er . Unl ess ot her wi se shown on t he Dr awi ngs, al l hol es must be dr i l l ed per pendi cul ar t o t he concr et e sur f ace. Wher e anchor s ar e per mi t t ed t o be i nst al l ed i n cor ed hol es, use cor e bi t s wi t h mat ched t ol er ances as speci f i ed by t he manuf act ur er .

Pr oper l y c l ean cor ed hol e per manuf act ur er ' s i nst r uct i ons.