JA-5.2_-_FTQW_18-0209_Specifications_Vol2.pdf

SPECIFICATIONS

Volume 2 (Division 13 - 33)

A-E TITLE I SERVICES TO

FINAL CONSTRUCTION DESIGN DOCUMENTS FOR F-35

RENOVATE WEAPONS LOAD TRAINING OFFICE & HANGAR (B1340)

EIELSON AFB, ALASKA

FTQW180209

FA8903-16-D-0016/FA8903-17-F-0118

FINAL SUBMITTAL

January 24, 2019

Prepared By:

Reid Middleton, Inc.

www.reidmiddleton.com

402017.017

Structural: Reid Middleton, Inc.

4300 B Street, Suite 302 Anchorage, Alaska 99503

Electrical: Stantec Consulting Services, Inc.

725 East Fireweed Lane, Suite 200 Anchorage, AK 99503-2245

Architect: RIM Architects 645 G Street, Suite 401 Anchorage, AK 99501

Mechanical: Notkin Mechanical Engineers 2301 Fifth Avenue, Suite 401 Seattle, WA 98121

Fire Protection AEGIS 13024 Beverly Park Road, Suite 202 Mukilteo, WA 98275

Cost Engineer ProDims LLC 520 Kirkland Way, Suite 201 Kirkland, WA 98033

SPECIFICATION SUBMITTED BY: Reid Middleton, Inc. DATE: 1/24/19

SPECIFICATION APPROVED BY: DATE:_______

F- 35 Renovat e Weapons Load Tr ai ni ng Of f i ce & Hangar ( B1340) FTQW180209 Ei el son AFB, Al aska

PROJECT TABLE OF CONTENTS

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

00 01 15 LI ST OF DRAWI NGS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRI CTI ONS

01 30 00 ADMI NI STRATI VE REQUI REMENTS

01 32 01. 00 10 PROJECT SCHEDULE

01 32 16. 00 20 SMALL PROJECT CONSTRUCTI ON PROGRESS SCHEDULES

01 33 00 SUBMI TTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS

01 42 00 SOURCES FOR REFERENCE PUBLI CATI ONS

01 42 00. 10 EXPLANATI ONS: DRAWI NGS AND SPECI FI CATI ONS

01 45 00. 00 10 QUALI TY CONTROL

01 45 35 SPECI AL I NSPECTI ONS

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

01 57 19 TEMPORARY ENVI RONMENTAL CONTROLS

01 58 00 PROJECT I DENTI FI CATI ON

01 60 00 MATERI AL AND EQUI PMENT

01 73 29 CUTTI NG AND PATCHI NG

01 74 19 CONSTRUCTI ON AND DEMOLI TI ON WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMI TTALS

01 78 23 OPERATI ON AND MAI NTENANCE DATA

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

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

02 41 00 DEMOLITION

02 61 13 EXCAVATI ON AND HANDLI NG OF CONTAMI NATED MATERI AL

DI VI SI ON 03 - CONCRETE

03 30 00 CAST- I N- PLACE CONCRETE

DI VI SI ON 04 - MASONRY

04 20 00 UNI T MASONRY

DI VI SI ON 05 - METALS

05 05 23. 16 STRUCTURAL WELDI NG

05 12 00 STRUCTURAL STEEL

05 40 00 COLD- FORMED METAL FRAMI NG

05 50 13 MI SCELLANEOUS METAL FABRI CATI ONS

05 51 00 METAL STAI RS

05 51 33 METAL LADDERS

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

06 10 00 ROUGH CARPENTRY

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 21 13 BOARD AND BLOCK I NSULATI ON

PROJECT TABLE OF CONTENTS Page 1 ewelborn Text Box Volume 1 Division 00 - Division 12 ewelborn Text Box Volume 2 Division 13 - Division 33

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 41 63 FABRI CATED ROOF PANEL ASSEMBLI ES

07 42 13 METAL WALL PANELS

07 54 19 POLYVI NYL- CHLORI DE ROOFI NG

07 60 00 FLASHI NG AND SHEET METAL

07 81 00 SPRAY- APPLI ED 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 31 00 ACCESS DOORS AND PANELS

08 36 13 SECTI ONAL OVERHEAD DOORS

08 41 13 ALUMI NUM- FRAMED ENTRANCES AND STOREFRONTS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DI VI SI ON 09 - FI NI SHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMI C, QUARRY, AND GLASS TI LI NG

09 51 00 ACOUSTI CAL CEI LI NGS

09 65 00 RESI LI ENT FLOORI NG

09 67 23. 15 FUEL RESI STI VE RESI NOUS FLOORI NG, 3- COAT SYSTEM

09 68 00 CARPETING

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 26 00 WALL AND DOOR PROTECTI ON

10 28 13 TOI LET ACCESSORI ES

DI VI SI ON 12 - FURNI SHI NGS

12 24 13 ROLLER WI NDOW SHADES

12 36 00 COUNTERTOPS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 48 00 SEI SMI C PROTECTI ON FOR MI SCELLANEOUS EQUI PMENT

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

DI VI SI ON 21 - FI RE SUPPRESSI ON

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

21 13 18. 00 10 PREACTI ON AND DELUGE SPRI NKLER SYSTEMS, FI RE PROTECTI ON

21 13 20. 00 20 LOW- LEVEL HI GH EXPANSI ON FOAM FI RE EXTI NGUI SHI NG FOR

AI RCRAFT HANGARS

21 30 00 FI RE PUMPS

DI VI SI ON 22 - PLUMBI NG

22 00 00 PLUMBI NG, GENERAL PURPOSE

PROJECT TABLE OF CONTENTS Page 2

22 05 48. 00 20 MECHANI CAL SOUND, VI BRATI ON, AND SEI SMI C CONTROL

22 07 19. 00 40 PLUMBI NG PI PI NG I NSULATI ON

22 15 14. 00 40 GENERAL SERVI CE COMPRESSED- AI R SYSTEMS, LOW PRESSURE

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 48. 00 40 VI BRATI ON AND SEI SMI C CONTROLS FOR HVAC PI PI NG AND

EQUIPMENT

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

CONTROL SYSTEMS

23 21 13. 00 20 LOW TEMPERATURE WATER ( LTW) GLYCOL HEATI NG SYSTEM

23 22 26. 00 20 STEAM SYSTEM AND TERMI NAL UNI TS

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 12 19. 10 THREE- PHASE PAD- MOUNTED TRANSFORMERS

26 20 00 I NTERI OR DI STRI BUTI ON SYSTEM

26 24 13 SWITCHBOARDS

26 27 13. 10 30 ELECTRI C METERS

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

26 29 23 VARI ABLE FREQUENCY DRI VE SYSTEMS UNDER 600 VOLTS

26 51 00 I NTERI OR LI GHTI NG

DI VI SI ON 27 - COMMUNI CATI ONS

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

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

28 10 05 ELECTRONI C SECURI TY SYSTEMS ( ESS)

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

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 13 11 CONCRETE PAVEMENT FOR AI RFI ELDS AND OTHER HEAVY- DUTY

PAVEMENTS

32 92 19 SEEDING

DI VI SI ON 33 - UTI LI TI ES

33 71 02 UNDERGROUND ELECTRI CAL DI STRI BUTI ON

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

PROJECT TABLE OF CONTENTS Page 3

SECTI ON 13 48 00

SEI SMI C PROTECTI ON FOR MI SCELLANEOUS EQUI PMENT

08/08

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.

ASTM I NTERNATI ONAL ( ASTM)

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

ASTM A500/ A500M ( 2013) 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 A53/ A53M ( 2012) 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 A563 ( 2015) St andar d Speci f i cat i on f or Car bon and Al l oy St eel Nut s

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 ( 2017) 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 E488/ E488M ( 2015) St andar d Test Met hods f or St r engt h of Anchor s i n Concr et e and Masonr y El ement s

U. S. DEPARTMENT OF DEFENSE ( DOD)

UFC 3- 310- 04 ( 2013; wi t h Change 1) Sei smi c Desi gn of Buildings

SECTI ON 13 48 00 Page 1

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 out l i ned i n Sect i on 13 48 00. 00 10 SEI SMI C PROTECTI ON FOR MECHANI CAL EQUI PMENT, t he el ect r i cal equi pment and syst ems out l i ned i n Sect i on 26 05 48. 00 10 SEI SMI C PROTECTI ON FOR ELECTRI CAL EQUI PMENT, and t he mi scel l aneous equi pment and syst ems l i s t 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. The desi gn f or sei smi c pr ot ect i on shal l be based on a Sei smi c Use Gr oup I I I bui l di ng occupancy and on s i t e r esponse coef f i c i ent s as shown on t he st r uct ur al dr awi ngs. 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. The basi c f or ce f or mul as, f or Gr ound Mot i ons A and B in UFC 3- 310- 04, use t he desi gn spect r al r esponse accel er at i on par amet er s f or t he per f or mance obj ect i ve of t he bui l di ng, not f or 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 ar e r equi r ed.

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

The br aci ng f or t he f ol l owi ng mi scel l aneous equi pment and syst ems shal l be 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 specification:

St or age cabi net s Ornamentations St or age Racks Si gns and Bi l l boar ds Shelving Furnishings Partitions Mechani cal and El ect r i cal Equi pment

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 Cont r act or Qual i t y Cont r ol appr oval . 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

Cont r act or - desi gned Br aci ng; G Resi l i ent Vi br at i on I sol at i on Devi ces; G Equi pment Requi r ement s; G

SD- 03 Pr oduct Dat a

Cont r act or - desi gned Br aci ng; G Equi pment Requi r ement s; G

PART 2 PRODUCTS

2. 1 EQUI PMENT REQUI REMENTS

Submi t det ai l dr awi ngs al ong wi t h cal cul at i ons, cat al og cut s, t empl at es, SECTI ON 13 48 00 Page 2 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. For equi pment and syst ems i n bui l di ngs t hat have a per f or mance obj ect i ve hi gher t han l i f e- saf et y, t he dr awi ngs shal l be st amped by t he r egi st er ed engi neer who st amps t he cal cul at i ons. Cal cul at i ons shal l be st amped, by a r egi st er ed 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.

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

Ri gi dl y mount ed equi pment 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. For any r i gi d equi pment whi ch i s r i gi dl y at t ached on bot h s i des of a bui l di ng expansi on j oi nt , 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.

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

Nonr i gi d or f l ex i bl y mount ed 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 i n addi t i on t o 1. 4 t i mes t he wei ght of t he equi pment appl i ed s i mul t aneousl y.

2. 2 BOLTS AND NUTS

Squar ehead and hexhead bol t s, and heavy hexagon nut s, ASTM A307 f or bol t s and ASTM A563 f or nut s. Pr ovi de bol t s and nut s gal vani zed i n accor dance with 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 , shal l 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.

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

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

e. Li ght gauge angl es, l ess t han 1/ 4 i nch t hi ckness, ASTM A653/ A653M.

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. Secur e t r apeze- t ype hanger wi t h not l ess t han t wo 1/ 2 i nch bol t s.

3. 2 BUI LDI NG DRI FT

Sway br aces f or a pi pi ng r un shal l not be at t ached 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.

SECTI ON 13 48 00 Page 3

3. 3 ANCHOR BOLTS

3. 3. 1 Cast-In-Place

Use cast - i n- pl ace anchor bol t s, conf or mi ng t o ASTM A307, f or f l oor or pad mount ed equi pment , except as speci f i ed bel ow. Pr ovi de one nut on each bol t . Anchor bol t s shal l 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 shal l 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. 3. 2 Expansi on or Chemi cal l y Bonded Anchor s

Do not use expansi on or chemi cal l y bonded anchor s: 1) Unl ess t est dat a i n accor dance wi t h ASTM E488/ E488M has been pr ovi ded t o ver i f y t he adequacy of t he speci f i c anchor and appl i cat i on. 2) To r esi st pul l - out i n over head and wal l i nst al l at i ons i f t he adhesi ve i s manuf act ur ed wi t h t emper at ur e sensi t i ve epoxi es and t he l ocat i on i s accessi bl e t o a bui l di ng f i r e.

I nst al l expansi on and chemi cal l y bonded anchor s i n accor dance wi t h t he manuf act ur er ' s r ecommendat i ons. Adj ust t he al l owabl e f or ces f or t he spaci ng bet ween anchor bol t s and t he di st ance bet ween t he anchor bol t and t he near est edge, as speci f i ed by t he manuf act ur er .

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 i on of 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 shal l f ol l ow t he same pr ocedur e as i n par agr aph ANCHOR BOLTS, except t hat an equi pment wei ght equal t o f i ve t i mes t he act ual equi pment wei ght shal l be used.

3. 4. 1 Resi l i ent and 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 1/ 2 i nch.

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 . These snubber s shal l pr ovi de 1/ 4 i nch 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 .

Snubber medi um shal l consi st 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 SWAY BRACES FOR PI PI 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. 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. Pr ovi de br aci ng consi st i ng of at l east one ver t i cal angl e 2 by 2 i nch by 16 gauge and one di agonal angl e of t he same si ze.

SECTI ON 13 48 00 Page 4

3. 5. 1 Longi t udi nal Sway Br aci ng

Pr ovi de l ongi t udi nal sway br aci ng i n accor dance wi t h Sect i on 13 48 00. 00 10

SEI SMI C CONTROL FOR MECHANI CAL EQUI PMENT.

3. 5. 2 Anchor Rods, Angl es, and Bar s

Anchor r ods, angl es, and bar s shal l be bol t ed t o ei t her pi pe c l amps or pi pe f l anges at one end and cast - i n- pl ace concr et e or masonr y i nser t or c l i p angl es bol t ed t o t he st eel st r uct ur e on t he ot her end. Rods shal l be sol i d met al or pi pe as speci f i ed bel ow. Anchor r ods, angl es, and bar s shal l not exceed l engt hs gi ven i n t he t abul at i on bel ow.

3. 5. 3 Maxi mum Lengt h f or Anchor Br aces

Type Si ze ( i n) Maxi mum Lengt h* ( f t - i n)

Angles 1- 1/ 2 x 1- 1/ 2 x 1/ 4 4-10

2 x 2 x 1/ 4 6-6

2- 1/ 2 x 1- 1/ 2 x 1/ 4 8-0

3 x 2- 1/ 2 x 1/ 4 8-10

3 x 3 x 1/ 4 9-10

Rods 3/4 3-1

7/8 3-8

Fl at Bar s 1- 1/ 2 x 1/ 4 1-2

2 x 1/ 4 1-2

2 x 3/ 8 1-9

Pi pes ( 40s) 1 7-0

1-1/4 9-0

1-1/2 10-4

2 13-1

3. 5. 4 Bolts

Bol t s used f or at t achment of anchor s t o pi pe and st r uct ur e shal l be not l ess t han 1/ 2 i nch di amet er .

3. 6 EQUI PMENT SWAY BRACI NG

3. 6. 1 Suspended Equi pment and Li ght Fi xt ur es

Pr ovi de equi pment sway br aci ng f or i t ems suppor t ed f r om over head f l oor or

SECTI ON 13 48 00 Page 5 r oof st r uct ur al syst ems, i ncl udi ng l i ght f i x t ur es. Br aces shal l consi st of angl es, r ods, wi r e r ope, bar s, or pi pes ar r anged as shown and secur ed at bot h ends wi t h not l ess t han 1/ 2 i nch 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. 6. 2 Fl oor or Pad Mount ed Equi pment

3. 6. 2. 1 Shear Resi st ance

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

3. 6. 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.

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

Per f or m speci al i nspect i ons and t est i ng f or sei smi c- r esi st i ng syst ems and component s i n accor dance wi t h Sect i on 01 45 35 SPECI AL I NSPECTI ONS.

- - End of Sect i on - -

SECTI ON 13 48 00 Page 6

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 ( 2017) 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; wi t h Change 1) Sei smi c Desi gn of Buildings

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:

Wat er Heat er s St or age Tanks f or Oi l and Wat er

Expansi on Ai r Separ at or Tanks St eam, Wat er , Oi l and Gas Pi pi ng

Heat Exchanger s Val ves and Fi t t i ngs f or Pi pi ng

Cool i ng Uni t 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

SECTI ON 13 48 00. 00 10 Page 1

Pumps wi t h Mot or s Ducts

Uni t Heat er s Exhaust and Ret ur n Fans

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.

b. Chi l l ed Wat er Di st r i but i on Syst ems.

c. Fuel Pi pi ng Out si de of Bui l di ngs.

d. Al l Wat er Suppl y Syst ems.

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

f . Heat Di st r i but i on Syst ems ( Suppl y, Ret ur n, and Condensat e Ret ur n) .

g. Pneumat i c Tube Di st r i but i on Syst em.

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

j . 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 i n t he st at e of Al aska. 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; t her ef or e, AI SC 325 Speci f i cat i ons shal l be used f or t he desi gn.

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 t he Fi r e Pr ot ect i on speci f i cat i ons.

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 1 i nch i nsi de di amet er .

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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 i nsi de di amet er .

c. Al l ot her pi pi ng l ess t han 2- 1/ 2i nches i nsi de di amet er .

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 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 Cont r act or Qual i t y Cont r ol appr oval . 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; G Fl exi bl e Coupl i ngs or Joi nt s; G Equi pment Requi r ement s; G Cont r act or Desi gned Br aci ng; G

SD- 03 Pr oduct Dat a

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

SD- 07 Cer t i f i cat es

Fl exi bl e Bal l Joi nt s

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.

SECTI ON 13 48 00. 00 10 Page 3

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

Ri gi dl y mount ed equi pment 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 directions.

Heat Exchanger s Chillers Ai r - Handl i ng Uni t s

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

Nonr i gi d or f l ex i bl y mount ed 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 i n addi t i on t o 1. 4 t i mes t he wei ght of t he equi pment appl i ed s i mul t aneousl y.

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 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.

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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 5 f oot l i ne ar ound out s i 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. 020 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 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 3- 1/ 2 i nches i n di amet er . 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.

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3. 3. 2 Under gr ound Pi pi ng

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, 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 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. 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 c l 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 s l eeve. Pi pe s l 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.

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 4 i nches 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 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) 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 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 s def i ned as l engt h of pi pe bet ween end j oi nt s. Ver t i cal r uns of pi pi ng shal l be br aced at not mor e t han 10 f oot ver t i cal i nt er val s. Br aces

SECTI ON 13 48 00. 00 10 Page 6 f or ver t i cal r uns shal l be above t he cent er of gr avi t y of t he segment bei ng br aced. Al l sway br aces shal l be const r uct ed i n accor dance wi t h t he dr awi ngs. Sway br aces shal l at t ach t o t he st r uct ur al syst em and shal l not be connect ed t o br anch l i nes, wal l s, or f l oor s.

3. 6. 4 Cl amps and Hanger s

Cl amps or hanger s on uni nsul at ed pi pes shal l be appl i ed di r ect l y t o pi pe.

I nsul at ed pi pi ng shal l have c l 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 THERMAL I NSULATI ON FOR MECHANI CAL SYSTEMS.

3. 7 SWAY BRACES FOR DUCTS

3. 7. 1 Br aced Duct s

Br aci ng det ai l s and spaci ng f or r ect angul ar and r ound duct s shal l be i n accor dance wi t h UFC 3- 310- 04 pr ocedur es.

3. 7. 2 Unbr aced Duct s

Hanger s f or unbr aced duct s shal l be at t ached t o t he duct wi t hi n 2 i nches of t he t op of t he duct i n accor dance wi t h SMACNA 1981. Unbr aced duct s shal l be i nst al l ed wi t h a 6 i nch mi ni mum cl ear ance t o ver t i cal cei l i ng hanger wires.

- - End of Sect i on - -

SECTI ON 13 48 00. 00 10 Page 7

SECTI ON 21 13 13. 00 10

WET PI PE SPRI NKLER SYSTEM, FI RE PROTECTI ON

05/09

PART 1 GENERAL

1. 1 RELATED SECTI ONS

Sect i on 02 41 00 DEMOLI TI ON, appl i es t o t hi s sect i on, wi t h t he addi t i ons and modi f i cat i ons speci f i ed her ei n.

1. 2 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 WATER WORKS ASSOCI ATI ON ( AWWA)

AWWA C203 ( 2008) Coal - Tar Pr ot ect i ve Coat i ngs and Li ni ngs f or St eel Wat er Pi pel i nes - Enamel and Tape - Hot - Appl i ed

ASME I NTERNATI ONAL ( ASME)

ASME B16. 1 ( 2015) Gr ay I r on Pi pe Fl anges and Fl anged Fi t t i ngs Cl asses 25, 125, and 250

ASME B16. 21 ( 2011) Nonmet al l i c Fl at Gasket s f or Pi pe Flanges

ASME B18. 2. 2 ( 2015) Nut s f or Gener al Appl i cat i ons:

Machi ne Scr ew Nut s, Hex, Squar e, Hex Fl ange, and Coupl i ng Nut s ( I nch Ser i es)

ASTM I NTERNATI ONAL ( ASTM)

ASTM A183 ( 2014) St andar d Speci f i cat i on f or Car bon St eel Tr ack Bol t s and Nut s

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 A47/ A47M ( 1999; R 2014) St andar d Speci f i cat i on f or Fer r i t i c Mal l eabl e I r on Cast i ngs

ASTM A53/ A53M ( 2012) 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 A536 ( 1984; R 2014) St andar d Speci f i cat i on f or Duct i l e I r on Cast i ngs

ASTM F436 ( 2011) Har dened St eel Washer s

SECTI ON 21 13 13. 00 10 Page 1

FM GLOBAL ( FM)

FM APP GUI DE ( updat ed on- l i ne) Appr oval Gui de http://www.approvalguide.com/

I NSTI TUTE OF ELECTRI CAL AND ELECTRONI CS ENGI NEERS ( I EEE)

I EEE 515 ( 2017) St andar d f or t he Test i ng, Desi gn, I nst al l at i on, and Mai nt enance of El ect r i cal Resi st ance Heat Tr aci ng f or I ndust r i al Appl i cat i ons

MANUFACTURERS STANDARDI ZATI ON SOCI ETY OF THE VALVE AND FI TTI NGS

I NDUSTRY ( MSS)

MSS SP- 71 ( 2011; Er r at a 2013) Gr ay I r on Swi ng Check Val ves, Fl anged and Thr eaded Ends

NATI ONAL FI RE PROTECTI ON ASSOCI ATI ON ( NFPA)

NFPA 13 ( 2016; TI A 16- 1; TI A 16- 2; TI A 16- 3 2016;

Er r at a 17- 1; Er r at a 17- 2) St andar d f or t he I nst al l at i on of Spr i nkl er Syst ems

NFPA 1963 ( 2014) St andar d f or Fi r e Hose Connect i ons

NFPA 24 ( 2016; ERTA 2016) St andar d f or t he I nst al l at i on of Pr i vat e Fi r e Ser v i ce Mai ns and Thei r Appur t enances

U. S. DEPARTMENT OF DEFENSE ( DOD)

UFC 3- 310- 04 ( 2013; wi t h Change 1) Sei smi c Desi gn of Buildings

UFC 3- 600- 01 ( 2016; wi t h Change 1) Fi r e Pr ot ect i on Engi neer i ng f or Faci l i t i es

UFC 4- 211- 01 ( 2017) Ai r cr af t Mai nt enance Hangar s

UNDERWRI TERS LABORATORI ES ( UL)

UL Bl d Mat Di r ( updat ed cont i nuousl y onl i ne) Bui l di ng Mat er i al s Di r ect or y

UL Fi r e Pr ot Di r ( 2012) Fi r e Pr ot ect i on Equi pment Di r ect or y

1. 3 SYSTEM DESCRI PTI ON

Al l exi st i ng f i r e suppr essi on syst ems and t hei r appur t enances shal l be r emoved i n t hei r ent i r et y. Thi s i ncl udes AFFF syst ems, wet - t ype syst ems and dr y- t ype syst ems as i ndi cat ed on dr awi ngs. Ref er ence sect i on 02 41 00 DEMOLI TI ON f or pr oper pl anni ng, document at i on and di sposal , of AFFF syst ems and cont ami nat ed pi pi ng.

Fur ni sh pi pi ng of f set s, f i t t i ngs, and any ot her accessor i es as r equi r ed t o pr ovi de a compl et e i nst al l at i on and t o el i mi nat e i nt er f er ence wi t h ot her const r uct i on. I nst al l spr i nkl er syst em over and under duct s, pi pi ng and

SECTI ON 21 13 13. 00 10 Page 2 pl at f or ms when such equi pment can negat i vel y ef f ect or di sr upt t he spr i nkl er di schar ge pat t er n and cover age. Pr ovi de wet pi pe spr i nkl er syst em i n ar eas i ndi cat ed on t he dr awi ngs. Except as modi f i ed her ei n, t he syst em shal l be desi gned and i nst al l ed i n accor dance wi t h NFPA 13. Pi pe s i zes whi ch ar e not i ndi cat ed on dr awi ngs shal l be det er mi ned by hydr aul i c cal cul at i on. Desi gn any por t i ons of t he spr i nkl er syst em t hat ar e not i ndi cat ed on t he dr awi ngs i ncl udi ng l ocat i ng spr i nkl er s, pi pi ng and equi pment , and s i ze pi pi ng and equi pment when t hi s i nf or mat i on i s not i ndi cat ed on t he dr awi ngs or i s not speci f i ed her ei n. The desi gn of t he spr i nkl er syst em shal l be based on hydr aul i c cal cul at i ons, and t he ot her pr ovi s i ons speci f i ed her ei n. Syst em desi gn shal l compl y wi t h t he r equi r ement s of UFC 3- 600- 01 and UFC 4- 211- 01.

1. 3. 1 Hydr aul i c Desi gn

Hydr aul i cal l y desi gn t he syst em as i ndi cat ed on dr awi ngs. The mi ni mum pi pe s i ze f or br anch l i nes i n gr i dded syst ems shal l be 1- 1/ 4 i nch. Hydr aul i c cal cul at i ons shal l be i n accor dance wi t h NFPA 13. Hydr aul i c demand shal l be based on t he combi ned f l ow consi der i ng oper at i on of t he r emot e ar ea i n t he Wheel and Ti r e Shop space pl us t he wat er cur t ai n s i mul t aneousl y.

1. 3. 1. 1 Hose Demand

Add a 500gpm al l owance f or ext er i or hose st r eams t o t he spr i nkl er syst em demand at t he f i r e hydr ant shown on t he dr awi ngs c l osest t o t he poi nt wher e t he wat er ser vi ce ent er s t he bui l di ng.

1. 3. 1. 2 Basi s f or Cal cul at i ons

The desi gn of t he syst em shal l be based upon oper at i on of t he pr i mar y f i r e pump pr ovi ded per 21 30 00 FI RE PUMPS. Hydr aul i c cal cul at i ons shal l be based upon t he Hazen- Wi l l i ams f or mul a wi t h a " C" val ue of 120 f or st eel pi pi ng, 140 f or new cement - l i ned duct i l e- i r on pi pi ng, and 100 f or exi st i ng under gr ound pi pi ng.

1. 3. 1. 3 Hydr aul i c Cal cul at i ons

Submi t hydr aul i c cal cul at i ons, i ncl udi ng a dr awi ng showi ng hydr aul i c r ef er ence poi nt s and pi pe segment s and as out l i ned i n NFPA 13, except t hat cal cul at i ons shal l be per f or med by comput er usi ng sof t war e i nt ended speci f i cal l y f or f i r e pr ot ect i on syst em desi gn usi ng t he desi gn dat a shown on t he dr awi ngs. Sof t war e t hat uses k- f act or s f or t ypi cal br anch l i nes i s not accept abl e. Cal cul at i ons shal l be based on t he wat er suppl y dat a shown on t he dr awi ngs t o subst ant i at e t hat t he desi gn ar ea used i n t he cal cul at i ons i s t he most demandi ng hydr aul i cal l y . Wat er suppl y cur ves and syst em r equi r ement s shal l be pl ot t ed on semi - l ogar i t hmi c gr aph paper so as t o pr esent a summar y of t he compl et e hydr aul i c cal cul at i on. Pr ovi de a summar y sheet l i s t i ng spr i nkl er s i n t he desi gn ar ea and t hei r r espect i ve hydr aul i c r ef er ence poi nt s, el evat i ons, act ual di schar ge pr essur es and act ual f l ows. El evat i ons of hydr aul i c r ef er ence poi nt s ( nodes) shal l be i ndi cat ed. Document at i on shal l i dent i f y each pi pe i ndi v i dual l y and t he nodes connect ed t her et o. I ndi cat e t he di amet er , l engt h, f l ow, vel oci t y, f r i c t i on l oss, number and t ype f i t t i ngs, t ot al f r i c t i on l oss i n t he pi pe, equi val ent pi pe l engt h and Hazen- Wi l l i ams coef f i c i ent f or each pi pe. For gr i dded syst ems, cal cul at i ons shal l show peaki ng of demand ar ea f r i c t i on l oss t o ver i f y t hat t he hydr aul i cal l y most demandi ng ar ea i s bei ng used.

Al so f or gr i dded syst ems, a f l ow di agr am i ndi cat i ng t he quant i t y and di r ect i on of f l ows shal l be i ncl uded.

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1. 3. 2 Spr i nkl er Cover age

Spr i nkl er s shal l be uni f or ml y spaced on br anch l i nes. I n bui l di ngs pr ot ect ed by aut omat i c spr i nkl er s, spr i nkl er s shal l pr ovi de cover age t hr oughout 100 per cent of t he bui l di ng. Thi s i ncl udes, but i s not l i mi t ed t o, t el ephone r ooms, el ect r i cal equi pment r ooms, boi l er r ooms, swi t chgear r ooms, t r ansf or mer r ooms, and ot her el ect r i cal and mechani cal spaces.

Cover age per spr i nkl er shal l be i n accor dance wi t h NFPA 13, but shal l not exceed 100 squar e f eet f or ext r a hazar d occupanci es, 130 squar e f eet f or or di nar y hazar d occupanci es, and 225 squar e f eet f or l i ght hazar d occupanci es.

1. 3. 3 Heat Tr ace

Pr ovi de UL l i s t ed heat t r ace syst ems t hat ar e i n accor dance wi t h I EEE 515.

Locat e as i ndi cat ed on dr awi ngs t o pr event t he f r eezi ng of f i r e spr i nkl er pi pi ng consi st i ng of sel f - r egul at i ng heat i ng cabl e, connect i on k i t s and el ect r oni c cont r ol l er whi ch compl i es wi t h NFPA 13 r equi r ement s.

1. 4 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 Cont r act or Qual i t y Cont r ol appr oval . 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

Shop Dr awi ngs; G

As- Bui l t Dr awi ngs

SD- 03 Pr oduct Dat a

Fi r e Pr ot ect i on Rel at ed Submi t t al s

Mat er i al s and Equi pment ; G

Spar e Par t s

Pr el i mi nar y Test s; G

Fi nal Accept ance Test ; G

Tr ai ni ng; G

Fi r e Pr ot ect i on Speci al i s t ; G

Spr i nkl er Syst em I nst al l er ; G

Heat Tr ace; G

SD- 05 Desi gn Dat a

Sway Br aci ng; G

Hydr aul i c Cal cul at i ons; G

SD- 06 Test Repor t s

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Pr el i mi nar y Test Repor t ; G

Fi nal Test Repor t ; G

SD- 07 Cer t i f i cat es

I nspect i on by Fi r e Pr ot ect i on Speci al i s t

SD- 10 Oper at i on and Mai nt enance Dat a

Oper at i ng and Mai nt enance I nst r uct i ons; G

1. 5 QUALI TY ASSURANCE

Compl i ance wi t h r ef er enced NFPA st andar ds i s mandat or y. Thi s i ncl udes advi sor y pr ovi s i ons l i s t ed i n t he appendi ces of such st andar ds, as t hough t he wor d " shal l " had been subst i t ut ed f or t he wor d " shoul d" wher ever i t appear s. I n t he event of a conf l i c t bet ween speci f i c pr ovi s i ons of t hi s speci f i cat i on and appl i cabl e NFPA st andar ds, t hi s speci f i cat i on gover ns.

I nt er pr et r ef er ence t o " aut hor i t y havi ng j ur i sdi ct i on" t o mean t he Cont r act i ng Of f i cer .

1. 5. 1 Fi r e Pr ot ect i on Speci al i s t

Per f or m wor k speci f i ed f or Sect i ons 21 13 18. 00 10 PREACTI ON

AND DELUGE SPRI NKLER SYSTEMS, FI RE PROTECTI ON, 21 30 00 FI RE PUMPS,

21 13 20. 00 20 FOAM FI RE EXTI NGUI SHI NG FOR AI RCRAFT HANGARS, and 28 31 76 I NTERI OR FI RE ALARM AND MASS NOTI FI CATI ON SYSTEM under t he super vi s i on of and cer t i f i ed by t he Fi r e Pr ot ect i on Speci al i s t . The Fi r e Pr ot ect i on Speci al i s t shal l meet t he f ol l owi ng r equi r ement s:

a. A Regi st er ed Pr of essi onal engi neer who has passed t he f i r e pr ot ect i on engi neer i ng wr i t t en exami nat i on admi ni st er ed by t he Nat i onal Counci l of Exami ner s f or Engi neer i ng and Sur veys ( NCEES) .

The engi neer shal l an act i ve r egi st r at i on i n t he st at e i n whi ch t hey passed t he NCEES exam.

b. Shal l be an i nt egr al par t of t he Pr i me Cont r act or ' s desi gn t eam f or al l t he f i r e pr ot ect i on/ l i f e saf et y r equi r ement s of t hi s project.

c. Shal l have no busi ness r el at i onshi ps ( owner , par t ner , oper at i ng of f i cer , di st r i but or , sal esman or t echni cal r epr esent at i ve) wi t h any const r uct i on subcont r act or s i nvol ved wi t h t hi s pr oj ect ; or wi t h any f i r e pr ot ect i on equi pment devi ce manuf act ur er s, suppl i er s or i nst al l er s f or any such equi pment pr ovi ded as par t of t hi s project.

d. Shal l have no ot her r esponsi bi l i t i es wi t hi n t he or gani zat i on of whi ch t hey ar e a par t ( owner , pr oj ect manager , et c. )

e. Shal l be r egul ar l y engaged i n t he desi gn and i nst al l at i on of t he t ype and compl exi t y of t he syst ems speci f i ed i n t he cont r act document s and shal l have ser ved i n a s i mi l ar capaci t y f or at l east 5 hangar syst ems t hat have per f or med i n t he manner i nt ended f or a per i od of not l ess t han 1 year . Hangar pr oj ect l i s t shal l i ncl ude t he name of t he pr oj ect , l ocat i on, s i ze of bui l di ng, t ype of syst em and a poi nt of cont act f or f ur t her i nf or mat i on.

SECTI ON 21 13 13. 00 10 Page 5

Submi t t he name and document at i on of cer t i f i cat i on of t he pr oposed Fi r e Pr ot ect i on Speci al i s t no l at er t han 14 days af t er t he Not i ce t o Pr oceed and pr i or t o t he f i r st package dr awi ng submi t t al . The Fi r e Pr ot ect i on Speci al i s t shal l pr epar e and submi t a l i s t of t he f i r e pr ot ect i on r el at ed submi t t al s no l at er t han 7 days af t er t he appr oval of t he Fi r e Pr ot ect i on Speci al i s t , f r om t he Cont r ol Submi t t al Regi st er t hat r el at e t o t he successf ul i nst al l at i on of t he spr i nkl er syst em( s) . The submi t t al s i dent i f i ed wi t hi n t he speci f i cat i on sect i ons l i s t ed above shal l be accompani ed by a l et t er of appr oval s i gned and dat ed by t he Fi r e Pr ot ect i on Speci al i s t when submi t t ed t o t he Gover nment .

1. 5. 2 Spr i nkl er Syst em…