H.08.03 CDC UD 2.4 ATCT Vol 3 of 3 Div 13-33 Specifications 18 Aug 21.pdf

Request for Proposal

W912ER20R0013

Specifications for

Air Traffic Control Tower

UD 2.4, Jordan

Volume 3 of 3 Divisions 13-33

US Army Corps of Engineers Middle East District

Ai r Tr af f i c Cont r ol Tower , UD 2. 4, Jor dan 474512

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRI CTI ONS

01 15 00. 12 10 SUPPLEMENTARY REQUI REMENTS

01 30 00 ADMI NI STRATI VE REQUI REMENTS

01 32 17. 12 10 COST- LOADED NETWORK ANALYSI S SCHEDULES ( NAS)

01 33 00 SUBMI TTAL PROCEDURES

01 33 29 SUSTAI NABI LI TY REPORTI NG

01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS

01 42 00 SOURCES FOR REFERENCE PUBLI CATI ONS

01 42 15 METRI C MEASUREMENTS

01 45 00. 00 10 QUALI TY CONTROL

01 45 00. 15 10 RESI DENT MANAGEMENT SYSTEM CONTRACTOR MODE ( RMS CM)

01 45 35 SPECI AL I NSPECTI ONS

01 50 00 TEMPORARY CONSTRUCTI ON FACI LI TI ES AND CONTROLS

01 57 19. 12 10 TEMPORARY ENVI RONMENTAL CONTROLS

01 58 00 PROJECT I DENTI FI CATI ON

01 78 00 CLOSEOUT SUBMI TTALS

01 78 23 OPERATI ON AND MAI NTENANCE DATA

01 91 00. 15 10 TOTAL BUI LDI NG COMMI SSI ONI NG

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

02 41 00 DEMOLITION

DI VI SI ON 03 - CONCRETE

03 30 00 CAST- I N- PLACE CONCRETE

03 42 13. 00 10 PLANT- PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

03 45 00 PRECAST ARCHI TECTURAL CONCRETE

DI VI SI ON 05 - METALS

05 05 23. 13 10 ULTRASONI C I NSPECTI ON OF WELDMENTS

05 05 23. 16 STRUCTURAL WELDI NG

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 50 13 MI SCELLANEOUS METAL FABRI CATI ONS

05 51 00 METAL STAI RS

05 52 00 METAL RAI LI NGS

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

06 41 16. 00 10 PLASTI C- LAMI NATE- CLAD ARCHI TECTURAL CABI NETS

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

07 05 23 PRESSURE TESTI NG AN AI R BARRI ER SYSTEM FOR AI R TI GHTNESS

07 13 53 ELASTOMERI C SHEET WATERPROOFI NG

07 14 00 FLUI D- APPLI ED WATERPROOFI NG

07 21 13 BOARD AND BLOCK I NSULATI ON

07 21 16 MI NERAL FI BER BLANKET I NSULATI ON

07 22 00 ROOF AND DECK I NSULATI ON

07 27 10. 00 10 BUI LDI NG AI R BARRI ER SYSTEM

07 27 19. 01 SELF- ADHERI NG AI R BARRI ERS

PROJECT TABLE OF CONTENTS Page 1

07 27 36 SPRAY FOAM AI R BARRI ERS

07 52 00 MODI FI ED BI TUMI NOUS MEMBRANE ROOFI NG

07 60 00 FLASHI NG AND SHEET METAL

07 61 14. 00 20 STEEL STANDI NG SEAM ROOFI NG

07 72 33 ROOF HATCHES

07 81 00 SPRAY- APPLI ED FI REPROOFI NG

07 81 23 I NTUMESCENT FI REPROOFI NG

07 84 00 FIRESTOPPING

07 92 00 JOI NT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMI NUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 31 00 ACCESS DOORS AND PANELS

08 51 13 ALUMI NUM WI NDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 88 58 AI R TRAFFI C CONTROL TOWER CAB GLASS

08 91 00 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 13 CERAMI C/ PORCELAI N TI LI NG

09 51 00 ACOUSTI CAL CEI LI NGS

09 62 38 STATI C- CONTROL FLOORI NG

09 65 00 RESI LI ENT FLOORI NG

09 68 00 CARPETING

09 69 13 RI GI D GRI D ACCESS FLOORI NG

09 90 00 PAI NTS AND COATI NGS

DI VI SI ON 10 - SPECI ALTI ES

10 14 00. 20 I NTERI OR SI GNAGE

10 28 13 TOI LET ACCESSORI ES

10 44 16 FI RE EXTI NGUI SHERS

10 51 13 METAL LOCKERS

DI VI SI ON 12 - FURNI SHI NGS

12 24 13 ROLLER WI NDOW SHADES

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 48 00 SEI SMI C BRACI NG FOR MI SCELLANEOUS EQUI PMENT

13 48 00. 00 10 SEI SMI C PROTECTI ON FOR MECHANI CAL EQUI PMENT

DI VI SI ON 14 - CONVEYI NG EQUI PMENT

14 21 23 ELECTRI C TRACTI ON PASSENGER ELEVATORS

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 12 00 STANDPI PE SYSTEMS

21 13 13. 00 10 WET PI PE SPRI NKLER SYSTEM, FI RE PROTECTI ON

21 30 00 FI RE PUMPS

PROJECT TABLE OF CONTENTS Page 2

DI VI SI ON 22 - PLUMBI NG

22 00 00 PLUMBI NG, GENERAL PURPOSE

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

23 00 00 AI R SUPPLY, DI STRI BUTI ON, VENTI LATI ON, AND EXHAUST SYSTEMS

23 05 93 TESTI NG, ADJUSTI NG, AND BALANCI NG FOR HVAC

23 07 00 THERMAL I NSULATI ON FOR MECHANI CAL SYSTEMS

23 09 00 I NSTRUMENTATI ON AND CONTROL FOR HVAC

23 09 13 I NSTRUMENTATI ON AND CONTROL DEVI CES FOR HVAC

23 09 23. 02 BACNET DI RECT DI GI TAL CONTROL FOR HVAC AND OTHER BUI LDI NG

CONTROL SYSTEMS

23 25 00 CHEMI CAL TREATMENT OF WATER FOR MECHANI CAL SYSTEMS

23 64 10 WATER CHI LLERS, VAPOR COMPRESSI ON TYPE

23 64 26 CHI LLED WATER PI PI NG SYSTEMS

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11. 05 CYBERSECURI TY FOR FACI LI TY- RELATED CONTROL SYSTEMS - FI RE

ALARM/ MASS NOTI FI CATI ON SYSTEM

25 05 11. 10 CYBERSECURI TY FOR FACI LI TY- RELATED CONTROL SYSTEMS - HVAC

SYSTEM

25 05 11. 15 CYBERSECURI TY FOR FACI LI TY- RELATED CONTROL SYSTEMS -

MULTIPLE

DI VI SI ON 26 - ELECTRI CAL

26 00 00. 00 20 BASI C ELECTRI CAL MATERI ALS AND METHODS

26 05 48. 00 10 SEI SMI C PROTECTI ON FOR ELECTRI CAL EQUI PMENT

26 08 00 APPARATUS I NSPECTI ON AND TESTI NG

26 11 16 SECONDARY UNI T SUBSTATI ONS

26 20 00 I NTERI OR DI STRI BUTI ON SYSTEM

26 28 01. 00 10 COORDI NATED POWER SYSTEM PROTECTI ON

26 32 14. 00 10 DI ESEL- GENERATOR SET, STATI ONARY 15- 600 KW, STANDBY

APPLICATIONS

26 36 00. 00 10 AUTOMATI C TRANSFER SWI TCH AND BY- PASS/ I SOLATI ON SWI TCH

26 41 00 LI GHTNI NG PROTECTI ON SYSTEM

DI VI SI ON 27 - COMMUNI CATI ONS

27 05 14. 00 10 CABLE TELEVI SI ON PREMI SES DI STRI BUTI ON SYSTEM

27 05 28. 36 40 CABLE TRAYS FOR COMMUNI CATI ONS SYSTEMS

27 10 00 BUI LDI NG TELECOMMUNI CATI ONS CABLI NG SYSTEM

27 20 01. 12 10 I NTERI OR DI STRI BUTI ON SYSTEM FOR COMMUNI CATI ONS SYSTEMS

27 51 16 PUBLI C ADDRESS SYSTEMS

27 52 23. 00 20 I NTERCOM CALL SYSTEM WI TH DOOR STATI ONS

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

28 31 76 I NTERI OR FI RE ALARM AND MASS NOTI FI CATI ON SYSTEM

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 63 26 BORED CAST- I N- PLACE CONCRETE PI LES

PROJECT TABLE OF CONTENTS Page 3

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 11 20 SUBBASE COURSE FOR ROADS

32 11 23 AGGREGATE BASE COURSE FOR ROADS

32 12 13 BI TUMI NOUS TACK AND PRI ME COATS

32 12 16 HOT- MI X ASPHALT ( HMA) FOR ROADS

32 15 00 AGGREGATE SURFACE COURSE FOR ROADS

32 17 23 PAVEMENT MARKI NGS

32 31 13. 53 HI GH- SECURI TY CHAI N LI NK FENCES AND GATES

DI VI SI ON 33 - UTI LI TI ES

33 11 00 WATER UTI LI TY DI STRI BUTI ON PI PI NG

33 30 00 SANI TARY SEWERS

33 40 00 STORM DRAI NAGE UTI LI TI ES

33 71 02 UNDERGROUND ELECTRI CAL DI STRI BUTI ON

33 72 02 UNDERGROUND COMMUNI CATI ON SYSTEM

33 82 00 TELECOMMUNI CATI ONS OUTSI DE PLANT ( OSP)

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

PROJECT TABLE OF CONTENTS Page 4

SECTI ON TABLE OF CONTENTS

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

SECTI ON 13 48 00

SEI SMI C BRACI NG FOR MI SCELLANEOUS EQUI PMENT

05/18

PART 1 GENERAL

1. 1 REFERENCES

1. 2 SYSTEM DESCRI PTI ON

1. 2. 1 Gener al Requi r ement s

1. 2. 2 Mi scel l aneous Equi pment and Syst ems

1. 2. 3 Cont r act or Desi gned Br aci ng

1. 3 SUBMI TTALS

PART 2 PRODUCTS

2. 1 EQUI PMENT REQUI REMENTS

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

2. 1. 2 Nonr i gi d or Fl exi bl y- Mount ed Equi pment

2. 2 BOLTS AND NUTS

2. 3 SWAY BRACI NG

PART 3 EXECUTI ON

3. 1 BRACI NG

3. 2 BUI LDI NG DRI FT

3. 3 ANCHOR BOLTS

3. 3. 1 Gener al

3. 3. 2 Cast - I n- Pl ace

3. 3. 3 Dr i l l ed- I n Anchor Bol t ss

3. 3. 4 Anchor Bol t Test i ng

3. 4 RESI LI ENT VI BRATI ON I SOLATI ON DEVI CES

3. 4. 1 Spr i ng- Type Vi br at i on Devi ces

3. 4. 2 Mul t i di r ect i onal Sei smi c Snubber s

3. 5 EQUI PMENT SWAY BRACI NG

3. 5. 1 Suspended Equi pment

3. 5. 2 Fl oor or Pad Mount ed Equi pment

3. 5. 2. 1 Shear Resi st ance

3. 5. 2. 2 Over t ur ni ng Resi st ance

3. 6 SPECI AL TESTI NG FOR SEI SMI C- RESI STI NG EQUI PMENT

3. 7 SPECI AL I NSPECTI ON FOR SEI SMI C- RESI STI NG SYSTEMS AND EQUI PMENT

- - End of Sect i on Tabl e of Cont ent s - -

SECTI ON 13 48 00 Page 1

SECTI ON 13 48 00

SEI SMI C BRACI NG FOR MI SCELLANEOUS EQUI PMENT

05/18

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 Commentary

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 ( 2010) Mi ni mum Desi gn Loads f or Bui l di ngs and Ot her St r uct ur es

ASTM I NTERNATI ONAL ( ASTM)

ASTM A36/ A36M ( 2014) St andar d Speci f i cat i on f or Car bon St r uct ur al St eel

ASTM A53/ A53M ( 2018) 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 ( 2016) St andar d Speci f i cat i on f or Zi nc Coat i ng ( Hot - Di p) on I r on and St eel Hardware

ASTM A307 ( 2014; E 2017) St andar d Speci f i cat i on f or Car bon St eel Bol t s, St uds, and Thr eaded Rod 60 000 PSI Tensi l e St r engt h

ASTM A449 ( 2014) St andar d Speci f i cat i on f or Hex Cap Scr ews, Bol t s, and St uds, St eel , Heat Tr eat ed, 120/ 105/ 90 ksi Mi ni mum Tensi l e St r engt h, Gener al Use

ASTM A500/ A500M ( 2018) St andar d Speci f i cat i on f or Col d- For med Wel ded and Seaml ess Car bon

SECTI ON 13 48 00 Page 2

St eel St r uct ur al Tubi ng i n Rounds and Shapes

ASTM A563 ( 2015) St andar d Speci f i cat i on f or Car bon and Al l oy St eel Nut s

ASTM A572/ A572M ( 2018) St andar d Speci f i cat i on f or Hi gh- St r engt h Low- Al l oy Col umbi um- Vanadi um St r uct ur al St eel

ASTM A603 ( 1998; R 2014) 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 A653/ A653M ( 2018) St andar d Speci f i cat i on f or St eel Sheet , Zi nc- Coat ed ( Gal vani zed) or Zi nc- I r on Al l oy- Coat ed ( Gal vanneal ed) by t he Hot - Di p Pr ocess

ASTM F1554 ( 2018) 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 Strength

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 NTERNATI ONAL CODE COUNCI L ( I CC)

I CC I BC ( 2015) 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

U. S. DEPARTMENT OF DEFENSE ( DOD)

UFC 3- 301- 01 ( 2013; wi t h Change 4, 2018) St r uct ur al Engineering

UFC 3- 310- 04 ( 2013; wi t h Change 1, 2016) Sei smi c Desi gn of Bui l di ngs

UFC 4- 010- 01 ( 2013; wi t h Change 1, 2013) 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

(VISCMA)

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, of t he mi scel l aneous equi pment and syst ems

SECTI ON 13 48 00 Page 3 l i st ed bel ow, i n accor dance wi t h UFC 3- 310- 04 and addi t i onal dat a f ur ni shed by t he Cont r act i ng Of f i cer . Pr ovi de sei smi c pr ot ect i on measur es i n addi t i on t o any ot her r equi r ement s cal l ed f or i n ot her sect i ons of t hese speci f i cat i ons. 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 Mi scel l aneous Equi pment and Syst ems

Pr ovi de br aci ng and at t achment f or t he f ol l owi ng mi scel l aneous equi pment and component s devel oped by t he Cont r act or i n accor dance wi t h t he r equi r ement s of t hi s speci f i cat i on:

Equi pment / Component s wi t h I p = 1. 0 St or age cabi net s Ornamentations St or age Racks Shelving Furnishings Partitions Stacks Pol e or f r ame suppor t ed equi pment St or age t anks f or wat er and oi l Suspended cei l i ng except at CAB l evel

Equi pment / Component s wi t h I p = 1. 5

- Fi r e pr ot ect i on syst em

- Egr ess st ai r ways

- Ai r t r af f i c cont r ol equi pment and casewor k

- Ut i l i t i es r qui r ed t o oper at e ai r t r af f i c cont r ol equi pment

- CAB r ai sed f l oor

- CAB suspended cei l i ng

- CAB Fur ni shed Equui pment

1. 2. 3 Cont r act or Desi gned Br aci ng

Submi t copi es of t he 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- 310- 04, 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 .

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- 310- 04 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- 310- 04 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 equi pment desi gnat ed i n par agr aph 1. 2. 2 must be devel oped by t he Cont r act or .

1. 3 SUBMITTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;

submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce

SECTI ON 13 48 00 Page 4 t hat wi l l r evi ew t he submi t t al f or t he Gover nment . Submi t t al s wi t h an " S" ar e f or i ncl usi on i n t he Sust ai nabi l i t y eNot ebook, i n conf or mance t o Sect i on 01 33 29 SUSTAI NABI LI TY REPORTI NG. When shown i n t hi s speci f i cat i on, det ai l ed shop dr awi ngs f or al l r equi r ed equi pment , pi pi ng and duct wor k wi t h cal cul at i ons cer t i f i ed by a r egi st er ed st r uct ur al engi neer wi l l be pr ovi ded. 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

Br aci ng; G M

Equi pment Requi r ement s; G M

SD- 03 Pr oduct Dat a

Br aci ng; G M

Equi pment Requi r ement s; G M

Anchor Bol t s; G M

Vi br at i on I sol at or s; G M

Snubber s; G M

SD- 05 Desi gn Dat a

Desi gn Cal cul at i ons; G M

SD- 06 Test Repor t s

Anchor Bol t s; G M

SD- 07 Cer t i f i cat es

I CC ES AC156 Shake Tabl e Test ; G M

PART 2 PRODUCTS

2. 1 EQUI PMENT REQUI REMENTS

Submi t det ai l dr awi ngs of br aci ng 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 i n Par agr aph 1. 2. 2. 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.

Pr ovi de cal cul at i ons and dr awi ngs t hat ar e st amped by a r egi st er ed st r uct ur al engi neer , and t hat 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 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. Ref er t o t he Desi gn Cr i t er i a l i s t ed i n S- 002 of desi gn dr awi ngs f or t he sei smi c desi gn cr i t er i a.

I ncl ude dr awi ng f or Desi gnat ed Sei smi c Syst em 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. Equi pment must be r i gi dl y or f l exi bl y mount ed as i ndi cat ed

SECTI ON 13 48 00 Page 5 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 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. 1. 1 Ri gi dl y ( Base and Suspended) Mount ed Equi pment

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 t o anchor t hem or post - i nst al l ed anchor s t hat ar e qual i f i ed 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- 07ae1. 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, 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. Desi gnat ed Sei smi c Syst ems ( DSS) RC I V bui l di ngs assi gned t o Sei smi c Desi gn Cat egor y Coef f i c i ent ( 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. 1. 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 6 mm . 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 e 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, Chapt er 13.

2. 2 BOLTS AND NUTS

Hex head bol t s, and heavy hexagon nut s must be ASTM A307 Gr ade A bol t s or ASTM A449 hi gh st r engt h 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 and/ or exposed t o weat her .

2. 3 SWAY BRACI NG

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 or ASTM A572/ A572M, Gr ade 50.

b. Wi r e r ope, ASTM A603.

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

SECTI ON 13 48 00 Page 6

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

e. Li ght gauge angl es, l ess t han 6 mm t hi ckness, ASTM A653/ A653M.

f . Channel s or st r ut 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 BRACING

Pr ovi de br aci ng conf or mi ng t o t he ar r angement s shown. 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

Do not at t ach sway br aces f or equi pment t o t wo di ssi mi l ar st r uct ur al el ement s of a bui l di ng t hat may r espond di f f er ent i al l y dur i ng an ear t hquake unl ess a f l exi bl e j oi nt i s pr ovi ded. Br aci ng must be capabl e of accommodat i ng bui l di ng dr i f t due t o sei smi c di spl acement s.

3. 3 ANCHOR BOLTS

3. 3. 1 General

Submi t copi es of t est r esul t s t o ver i f y t he adequacy of t he speci f i c anchor and appl i cat i on, as speci f i ed.

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 3 mm ( 0. 125 i nches) .

3. 3. 2 Cast-In-Place

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 f or mwor k. Pr ovi de anchor bol t s wi t h 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. 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 f or mwor k.

3. 3. 3 Dr i l l ed- I n Anchor Bol t ss

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. 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. Exer ci se car e i n cor i ng or dr i l l i ng t o avoi d damagi ng

SECTI ON 13 48 00 Page 7 exi st i ng r ei nf or ci ng or embedded i t ems. Not i f y t he COR i f r ei nf or ci ng st eel or ot her embedded i t ems ar e encount er ed dur i ng dr i l l i ng. Take pr ecaut i ons as necessar y t o avoi d damagi ng pr est r essi ng t endons, el ect r i cal and t el ecommuni cat i ons condui t , and gas l i nes. Unl ess ot her wi se speci f i ed, 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. Per f or m anchor i nst al l at i on i n accor dance wi t h manuf act ur er i nst r uct i ons. For Wedge Anchor s, Heavy- Dut y Sl eeve Anchor s, and Under cut Anchor s, pr ot ect t hr eads f r om damage dur i ng anchor i nst al l at i on. Heavy- dut y s l eeve anchor s must be i nst al l ed wi t h s l eeve f ul l y engaged i n par t t o be f ast ened. Set anchor s t o manuf act ur er ' s r ecommended t or que, usi ng a t or que wr ench.

Fol l owi ng at t ai nment of 10 per cent of t he speci f i ed t or que, 100 per cent of t he speci f i ed t or que must be r eached wi t hi n 7 or f ewer compl et e t ur ns of t he nut . I f t he speci f i ed t or que i s not achi eved wi t hi n t he r equi r ed number of t ur ns, t he anchor must be r emoved and r epl aced unl ess ot her wi se di r ect ed by t he Engi neer .

For Car t r i dge I nj ect i on Adhesi ve Anchor s wher e appr oved f or sei smi c appl i cat i on, c l ean al l hol es per manuf act ur er i nst r uct i ons t o r emove l oose mat er i al and dr i l l i ng dust pr i or t o i nst al l at i on of adhesi ve. I nj ect adhesi ve i nt o hol es pr oceedi ng f r om t he bot t om of t he hol e and pr ogr essi ng t owar d t he sur f ace i n such a manner as t o avoi d i nt r oduct i on of ai r pocket s i n t he adhesi ve. Fol l ow manuf act ur er r ecommendat i ons t o ensur e pr oper mi xi ng of adhesi ve component s. Suf f i c i ent adhesi ve must be i nj ect ed i n t he hol e t o ensur e t hat t he annul ar gap i s f i l l ed t o t he sur f ace. Remove excess adhesi ve f r om t he sur f ace. Shi m anchor s wi t h sui t abl e devi ce t o cent er t he anchor i n t he hol e. Do not di st ur b or l oad anchor s bef or e manuf act ur er speci f i ed cur e t i me has el apsed. For Capsul e Anchor s wher e appr oved f or sei smi c appl i cat i on, per f or m dr i l l i ng and set t i ng oper at i ons i n accor dance wi t h manuf act ur er i nst r uct i ons. Cl ean al l hol es t o r emove l oose mat er i al and dr i l l i ng dust pr i or t o i nst al l at i on of adhesi ve. Remove wat er f r om dr i l l ed hol es i n such a manner as t o achi eve a sur f ace dr y condi t i on. Capsul e anchor s must be i nst al l ed wi t h equi pment conf or mi ng t o manuf act ur er r ecommendat i ons. Do not di st ur b or l oad anchor s bef or e manuf act ur er speci f i ed cur e t i me has el apsed. Obser ve manuf act ur er r ecommendat i ons wi t h r espect t o i nst al l at i on t emper at ur es f or car t r i dge i nj ect i on adhesi ve anchor s and capsul e anchor s.

3. 3. 4 Anchor Bol t Test i ng

Test i n pl ace expansi on and chemi cal l y bonded anchor s not mor e t han 24 hour s af t er i nst al l at i on of t he anchor , conduct ed by an i ndependent t est i ng agency; t est i ng must be per f or med on r andom anchor bol t s as descr i bed bel ow.

3. 4 RESI LI ENT VI BRATI ON I SOLATI ON DEVI CES

Wher e t he need f or t hese devi ces i s det er mi ned, based on t he magni t ude of t he desi gn sei smi c f or ces, sel ect anchor bol t s f or v i br at i on i sol at i on devi ces and/ or snubber s f or equi pment base and f oundat i ons t hat f ol l ow t he same pr ocedur e as i n par agr aph ANCHOR BOLTS, except use an equi pment wei ght equal t o f i ve t i mes t he act ual equi pment wei ght .

3. 4. 1 Spr i ng- Type Vi br at i on Devi ces

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 13 mm. 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

SECTI ON 13 48 00 Page 8 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

VISCMA.

3. 4. 2 Mul t i di r ect i onal Sei smi c Snubber s

I nst al l mul t i di r ect i onal sei smi c snubber s empl oyi ng el ast omer i c pads on f l oor - or s l ab- mount ed equi pment . Use snubber s t hat pr ovi de 6 mm f r ee ver t i cal and hor i zont al movement f r om t he st at i c def l ect i on poi nt .

Pr ovi de snubber medi um consi st i ng of mul t i pl e pads of cot t on duct and neopr ene or ot her sui t abl e mat er i al s ar r anged ar ound a f l anged st eel t r unni on so bot h hor i zont al and ver t i cal f or ces ar e r esi st ed by t he snubber medi um.

3. 5 EQUI PMENT SWAY BRACI NG

3. 5. 1 Suspended Equi pment

Pr ovi de equi pment sway br aci ng f or i t ems suppor t ed f r om f l oor , over head f l oor or r oof st r uct ur al syst ems. Pr ovi de br aces t hat consi st of angl es, r ods, wi r e r ope, bar s, channel s ( st r ut s) or pi pes ar r anged as shown i n br aci ng submi t t al s and secur ed at bot h ends wi t h not l ess t han 13 mm bol t s. 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- 310- 04 wi t hout exceedi ng saf e wor ki ng st r ess of br aci ng component s. Pr ovi de, f or appr oval , speci f i c f or ce cal cul at i ons i n accor dance wi t h UFC 3- 310- 04 f or t he equi pment i n t he pr oj ect . Submi t det ai l s of equi pment br aci ng f or accept ance. I n l i eu of br aci ng wi t h ver t i cal suppor t s, t hese i t ems may be suppor t ed wi t h hanger s i ncl i ned at 45 degr ees di r ect ed up and r adi al l y away f r om equi pment and or i ent ed symmet r i cal l y i n 90- degr ee i nt er val s on t he hor i zont al pl ane, bi sect i ng t he angl es of each cor ner of t he equi pment , pr ovi ded t hat suppor t i ng member s ar e pr oper l y s i zed t o suppor t oper at i ng wei ght of equi pment when hanger s ar e i ncl i ned at a 45- degr ee angl e.

3. 5. 2 Fl oor or Pad Mount ed Equi pment

3. 5. 2. 1 Shear Resi st ance

Bol t t o t he f l oor , f l oor mount ed equi pment . Pr ovi de t he number and i nst al l at i on of bol t s t o r esi st shear f or ces i n accor dance wi t h par agr aph

ANCHOR BOLTS.

3. 5. 2. 2 Over t ur ni ng Resi st ance

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 overturning.

SECTI ON 13 48 00 Page 9

3. 6 SPECI AL TESTI NG FOR SEI SMI C- RESI STI NG EQUI PMENT

Equi pment and component s desi gnat ed as Desi gnat ed Sei smi c Syst ems r equi r ed t o r emai n oper at i onal af t er an ear t hquake wi l l be sei smi c qual i f i ed by shake t abl e t est i ng conf or mi ng t o I CC ES AC156 Shake Tabl e Test pr ocedur es. The manuf act ur er i s t o pr ovi de a cer t i f i cat i on by a f ul l y qual i f i ed t est i ng agency f or t he speci f i c equi pment and/ or component s. Pr equal i f i ed cer t i f i cat i ons ar e accept abl e unl ess not ed ot her wi se. Sei smi c component qual i f i cat i on document at i on f or each pi ece of equi pment must cont ai n t he i nf or mat i on r equi r ed i n UFC 3- 310- 04, Sect i on 4- 13. 2. 2. 1 Component Qual i f i cat i on Document at i on.

Mi scel l aneous component s t hat ar e r equi r ed t o be cer t i f i ed must bear per manent mar ki ng or namepl at es const r uct ed of a dur abl e heat and wat er r esi st ant mat er i al . Namepl at es must be mechani cal l y at t ached t o such nonst r uct ur al component s and pl aced on each component f or c l ear i dent i f i cat i on. The namepl at e must not be l ess t han 5 i nches x 7 i nches wi t h r ed l et t er s 1 i nch i n hei ght on a whi t e backgr ound st at i ng " Cer t i f i ed Equi pment . " The f ol l owi ng st at ement must be on t he namepl at e: " Thi s equi pment / component i s cer t i f i ed. No modi f i cat i ons ar e al l owed unl ess aut hor i zed i n advance and document ed i n t he Equi pment Cer t i f i cat i on Document at i on f i l e. " The namepl at e must al so cont ai n t he component i dent i f i cat i on number i n accor dance wi t h t he dr awi ngs/ speci f i cat i ons and t he O&M manual s.

3. 7 SPECI AL I NSPECTI ON FOR SEI SMI C- RESI STI NG SYSTEMS AND EQUI PMENT

Per f or m speci al i nspect i ons f or sei smi c- r esi st i ng syst ems, equi pment and component s desi gnat ed sei smi c syst ems and equi pment per I CC I BC 1705. 12. 4; and st or age r acks per I CC I BC 1705. 12. 7. Per i odi c speci al i nspect i ons wi l l be conduct ed on mi scel l aneous equi pment as r equi r ed by Sect i on 1705. 12 of t he I nt er nat i onal Bui l di ng Code and par agr aph 2- 2. 4. 3 of UFC 3- 301- 01. Pr ovi de a St at ement of Speci al I nspect i ons and Fi nal Repor t i n accor dance wi t h par agr aph 2- 2. 4. 3 of UFC 3- 301- 01.

- - End of Sect i on - -

SECTI ON 13 48 00 Page 10

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

SECTI ON 13 48 00. 00 10

SEI SMI C PROTECTI ON FOR MECHANI CAL EQUI PMENT

10/07

PART 1 GENERAL

1. 1 REFERENCES

1. 2 SYSTEM DESCRI PTI ON

1. 2. 1 Gener al Requi r ement s

1. 2. 2 Mechani cal Equi pment

1. 2. 3 Mechani cal Syst ems

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

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

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

1. 3 SUBMI TTALS

PART 2 PRODUCTS

2. 1 EQUI PMENT REQUI REMENTS

2. 1. 1 Ri gi dl y Mount ed Equi pment

2. 1. 2 Nonr i gi d or Fl exi bl y- Mount ed Equi pment

2. 2 FLEXI BLE COUPLI NGS

2. 3 FLEXI BLE BALL JOI NTS

2. 4 FLEXI BLE MECHANI CAL JOI NTS

2. 5 MANUFACTURED BALL JOI NTS

2. 6 SWAY BRACI NG MATERI ALS

PART 3 EXECUTI ON

3. 1 COUPLI NG AND BRACI NG

3. 2 BUI LDI NG DRI FT

3. 3 FLEXI BLE COUPLI NGS OR JOI NTS

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

3. 3. 2 Under gr ound Pi pi ng

3. 4 PI PE SLEEVES

3. 5 SPREADERS

3. 6 SWAY BRACES FOR PI PI NG

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

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

3. 6. 3 Ver t i cal Runs

3. 6. 4 Cl amps and Hanger s

3. 7 SWAY BRACES FOR DUCTS

3. 7. 1 Br aced Duct s

3. 7. 2 Unbr aced Duct s

SECTI ON 13 48 00. 00 10 Page 1

SECTI ON 13 48 00. 00 10

SEI SMI C PROTECTI ON FOR MECHANI CAL EQUI PMENT

10/07

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 I NSTI TUTE OF STEEL CONSTRUCTI ON ( AI SC)

AI SC 325 ( 2011) St eel Const r uct i on Manual

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- 310- 04 ( 2013) Sei smi c Desi gn f or Bui l di ngs

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 t o t he mechani cal equi pment and syst ems l i s t ed bel ow. St r uct ur al r equi r ement s shal l be i n accor dance wi t h Sect i on 13 48 00 SEI SMI C

PROTECTI ON FOR MI SCELLANEOUS EQUI PMENT.

1. 2. 2 Mechani cal Equi pment

Mechani cal equi pment t o be sei smi cal l y pr ot ect ed shal l 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:

St or age Tanks f or Wat er

Wat er Heat er s Wat er Pi pi ng

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

Heat Exchanger s Ducts

Wat er Chi l l er Uni t s Uni t Heat er s

SECTI ON 13 48 00. 00 10 Page 2

Cool i ng Tower s Ai r and Ref r i ger ant Compr essor s

Ref r i ger ant Pi pi ng Ai r Handl i ng Uni t s

Pumps wi t h Mot or s Accumul at or Tank

Exhaust and Ret ur n Fans Sol ar Heat i ng Uni t s

1. 2. 3 Mechani cal Syst ems

I nst al l t he f ol l owi ng mechani cal syst ems as r equi r ed on t he dr awi ngs and ot her sect i ons of t hese speci f i cat i ons and sei smi cal l y pr ot ect t hem i n accor dance wi t h t hi s speci f i cat i on:

a. Al l Pi pi ng 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. Al l Wat er Suppl y Syst ems.

d. St or m and Sani t ar y Sewer Syst ems.

e. Al l Pr ocess Pi pi ng.

f . 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.

g. Condenser Wat er Pi pi ng Out si de t he Bui l di ng.

h. Col d St or age Ref r i ger at i on Syst ems i . Wat er St or age Tanks.

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

Submi t copi es of t he desi gn cal cul at i ons wi t h t he dr awi ngs. Cal cul at i ons shal l 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 Engi neer . Cal cul at i ons shal l 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- 310- 04 and addi t i onal dat a f ur ni shed by t he Cont r act i ng Of f i cer . Resi st ance t o l at er al f or ces i nduced by ear t hquakes shal l 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- 310- 04 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 shal l be r equi r ed.

Loadi ngs det er mi ned usi ng UFC 3- 310- 04 ar e based on st r engt h desi gn;

therefore, AI SC 325 Speci f i cat i ons shal l be used f or t he desi gn. The br aci ng f or t he f ol l owi ng mechani cal equi pment and syst ems shal l be devel oped by t he Cont r act or : Al l i t ems l i s t ed i n par agr aph 1. 2. 2.

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

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 shal l be i nst al l ed as speci f i ed i n Sect i on 21 13 13. 00 10 WET PI PE SPRI NKLER

SECTI ON 13 48 00. 00 10 Page 3

SYSTEM, FI RE PROTECTI ON.

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:

a. Gas pi pi ng l ess t han 25 mm i nsi de di amet er .

b. Pi pi ng i n boi l er and mechani cal equi pment r ooms l ess t han 32 mm i nsi de diameter.

c. Al l ot her pi pi ng l ess t han 64 mm i nsi de di amet er .

d. Rect angul ar ai r handl i ng duct s l ess t han 0. 56 squar e met er s i n cr oss sect i onal ar ea.

e. Round ai r handl i ng duct s l ess t han 711 mm i n di amet er .

f . Pi pi ng suspended by i ndi v i dual hanger s 300 mm 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 300 mm 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 shal l 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, t he ent i r e r un shal l be br aced. I nt er i or pi pi ng and duct s not l i s t ed above shal l be sei smi cal l y pr ot ect ed i n accor dance wi t h t he pr ovi s i ons of t hi s specification.

1. 3 SUBMITTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;

submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat 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 Fl exi bl e Coupl i ngs or Joi nt s Equi pment Requi r ement s Cont r act or Desi gned Br aci ng; G M

SD- 03 Pr oduct Dat a

Coupl i ng and Br aci ng; G M Equi pment Requi r ement s; G M Cont r act or Desi gned Br aci ng; G M

SD- 07 Cer t i f i cat es

Fl exi bl e Bal l Joi nt s.

SECTI ON 13 48 00. 00 10 Page 4

PART 2 PRODUCTS

2. 1 EQUI PMENT REQUI REMENTS

Submi t copi es of t he desi gn cal cul at i ons wi t h t he det ai l dr awi ngs.

Cal cul at i ons shal l be st amped by a r egi st er ed engi neer and shal l 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.

2. 1. 1 Ri gi dl y Mount ed Equi pment

The f ol l owi ng speci f i c i t ems of equi pment l i s t ed bel ow t o be f ur ni shed under t hi s cont r act shal l be const r uct ed and assembl ed t o wi t hst and t he sei smi c f or ces speci f i ed i n UFC 3- 310- 04. Each i t em of r i gi d equi pment shal l be ent i r el y l ocat ed and r i gi dl y at t ached on one si de onl y of a bui l di ng expansi on j oi nt . Pi pi ng, duct , el ect r i cal condui t , et c. , whi ch cr oss t he expansi on j oi nt shal l be pr ovi ded wi t h f l exi bl e j oi nt s 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.

Chillers Ai r - Handl i ng Uni t s

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2. 1. 2 Nonr i gi d or Fl exi bl y- Mount ed Equi pment

Al l mechani cal equi pment shal l be const r uct ed and assembl ed t o r esi st a hor i zont al l at er al f or ce of 1. 4 t i mes t he oper at i ng wei ght of t he equi pment at t he ver t i cal cent er of gr avi t y of t he equi pment .

2. 2 FLEXI BLE COUPLI NGS

Fl exi bl e coupl i ngs shal l have same pr essur e and t emper at ur e r at i ngs as adj oi ni ng pi pe.

2. 3 FLEXI BLE BALL JOI NTS

Fl exi bl e bal l j oi nt s shal l have cast or wr ought st eel casi ng and bal l par t s capabl e of 360- degr ee r ot at i on wi t h not l ess t han 15- degr ee angul ar movement . Fl exi bl e bal l j oi nt s shal l be cer t i f i ed t o be sui t abl e f or t he ser vi ce i nt ended by t he manuf act ur er . I nf or mat i on ver i f y i ng exper i ence at not l ess t han 3 l ocat i ons of 2 year s ' sat i sf act or y oper at i on i n a s i mi l ar appl i cat i on shal l be submi t t ed.

2. 4 FLEXI BLE MECHANI CAL JOI NTS

a. Mechani cal coupl i ngs f or st eel or cast i r on pi pe shal l be of t he s l eeve t ype and shal l pr ovi de a t i ght f l exi bl e j oi nt under al l r easonabl e condi t i ons, such as pi pe movement caused by expansi on, cont r act i on, s l i ght set t l i ng or shi f t i ng of t he gr ound, mi nor var i at i ons i n t r ench gr adi ent s, and t r af f i c v i br at i ons. Wher e per mi t t ed i n ot her sect i ons of t hese speci f i cat i ons, j oi nt s ut i l i z i ng spl i t - hal f coupl i ngs wi t h gr ooved or shoul der ed pi pe ends may be used.

b. Sl eeve- t ype coupl i ngs shal l be used f or j oi ni ng pl ai n- end pi pe sect i ons. The coupl i ng shal l consi st of one st eel mi ddl e r i ng, t wo

SECTI ON 13 48 00. 00 10 Page 5 st eel f ol l ower s, t wo gasket s, and necessar y st eel bol t s and nut s t o compr ess t he gasket s.

2. 5 MANUFACTURED BALL JOI NTS

Manuf act ur ed bal l j oi nt s shal l be as r ecommended by t he manuf act ur er f or t he i nt ended use, and shal l be appr oved by t he Cont r act i ng Of f i cer bef or e installation.

2. 6 SWAY BRACI NG MATERI ALS

Sway br aci ng mat er i al s ( e. g. r ods, pl at es, r ope, angl es, et c. ) shal l be as speci f i ed i n Sect i on 13 48 00 SEI SMI C PROTECTI ON FOR MI SCELLANEOUS

EQUIPMENT.

PART 3 EXECUTI ON

3. 1 COUPLI NG AND BRACI NG

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 shal l be compl et e i n det ai l ; shal l i ndi cat e t hi ckness, t ype, gr ade, c l ass of met al , and di mensi ons; and shal l 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.

b. Coupl i ng i nst al l at i on shal l conf or m 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

1. 5 m 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 shal l 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. Br aci ng component s shal l be s i zed 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 , shal l 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.

3. 2 BUI LDI NG DRI FT

Joi nt s capabl e of accommodat i ng sei smi c di spl acement s shal l be pr ovi ded 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. Hor i zont al pi pi ng acr oss expansi on j oi nt s shal l 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, swi ng j oi nt s made of t he same pi pi ng mat er i al shal l be pr ovi ded. 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 shal l be 0. 015 met er s per met er 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 shal l 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

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

Fl exi bl e coupl i ngs or j oi nt s i n bui l di ng pi pi ng shal l be pr ovi ded at bot t om of al l pi pe r i ser s f or pi pe l ar ger t han 90 mm i n di amet er .

SECTI ON 13 48 00. 00 10 Page 6

Fl exi bl e coupl i ngs or j oi nt s shal l be br aced l at er al l y 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

Under gr ound pi pi ng and 100 mm or l ar ger condui t , except heat di st r i but i on syst em, shal l have f l exi bl e coupl i ngs i nst al l ed wher e t he pi pi ng ent er s t he bui l di ng. The coupl i ngs shal l accommodat e 5 mm 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. Addi t i onal f l exi bl e coupl i ngs shal l be pr ovi ded wher e shown on t he dr awi ngs.

3. 4 PI PE SLEEVES

Pi pe sl eeves i n i nt er i or non- f i r e r at ed wal l s shal l be s i zed 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 shal l conf or m t o t he r equi r ement s i n Sect i on 07 84 00 FI RESTOPPI NG or cont r act dr awi ngs.

3. 5 SPREADERS

Spr eader s shal l be pr ovi ded 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 100mm apar t . Spr eader s shal l be appl i ed 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.

Spr eader s shal l be appl i ed 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 THERMAL I NSULATI ON

FOR MECHANI CAL SYSTEMS.

3. 6 SWAY BRACES FOR PI PI NG

Sway br aces shal l be pr ovi ded t o pr event movement of t he pi pes under sei smi c l oadi ng. Br aces shal l be pr ovi ded 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. The br aci ng shal l 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.

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

Tr ansver se sway br aci ng f or st eel and copper pi pe shal l be pr ovi ded as speci f i ed i n Sect i on 13 48 00 SEI SMI C PROTECTI ON FOR MI SCELLANEOUS EQUI PMENT. Al l r uns ( l engt h of pi pe bet ween end j oi nt s) shal l have a mi ni mum of t wo t r ansver se br aces. Tr ansver se sway br aci ng f or pi pes of mat er i al s ot her t han st eel and copper shal l be pr ovi ded 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 PLUMBI NG, GENERAL PURPOSE.

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

Longi t udi nal sway br aci ng shal l be pr ovi ded at 12 m 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) shal l have one l ongi t udi nal br ace mi ni mum. Sway br aces shal l be const r uct ed i n

SECTI ON 13 48 00. 00 10 Page 7 accor dance wi t h t he dr awi ngs. Br anch l i nes, wal l s, or f l oor s shal l not be used as sway br aces.

3. 6. 3 Ver t i cal Runs

Run i…