23 05 48.00 40.pdf
PDF 49 KB Posted
- Solicitation number
- FA813727R0002
About this file
This is a Technical Specifications document for vibration and seismic controls for HVAC piping and equipment at Tinker Air Force Base, Oklahoma, issued in April 2019.
The specification establishes requirements for vibration isolation mounting systems designed to protect HVAC equipment from vibration transmission. Key design parameters include specific mounting types (A, B, C, F) with defined elastomer loading limits and deflection ranges, and base types (U, R, S, CIB) constructed from structural steel or concrete with specified stiffness requirements. The document provides detailed equipment-specific isolation requirements across multiple scenarios, including centrifugal and reciprocating water chillers, compressors, refrigeration units, centrifugal pumps, air-cooled condensing units, air-handling units of varying pressure classes, cooling towers, and piping systems. Isolation provisions are tabulated by equipment type and installation location (basement, on/above grade), with floor spans of 20, 30, or 40 feet, specifying the mounting type, base type, and minimum static deflection in inches required for each configuration. Isolator types for piping and ductwork (G, H, J, K, L, M) are specified with minimum elastomer or spring deflections of 3/8-inch to 1-inch depending on application. Materials must include natural rubber or chloroprene elastomer with Shore A durometer measurements between 40 and 60, with corrosion protection for exposed metal parts. Contractors must submit equipment performance data, installation drawings, and outline drawings within ten working days of contract award, with installation drawings due five working days prior to commencing installation. Field quality control requires deflection testing of all isolation devices with test reports submitted to verify compliance with specified minimum deflections, conducted in the presence of the Contracting Officer.
View the file
Other files
Show 40 more
50 files listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Ti nker AFB, OK TAFB Techni cal Spr ci f i cat i ons 2019
SECTI ON 23 05 48. 00 40
VI BRATI ON AND SEI SMI C CONTROLS FOR HVAC PI PI NG AND EQUI PMENT
PART 1 GENERAL
Sect i on 23 00 00 AI R SUPPLY, DI STRI BUTI ON, VENTI LATI ON, AND EXHAUST SYSTEMS appl i es t o wor k speci f i ed i n t hi s sect i on t o t he ext ent appl i cabl e.
Sect i on 23 05 15 COMMON PI PI NG FOR HVAC appl i es t o wor k speci f i ed i n t hi s sect i on t o t he ext ent appl i cabl e.
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.
ACOUSTI CAL SOCI ETY OF AMERI CA ( ASA)
ASA S2. 71 ( 1983; R 2006) Gui de t o t he Eval uat i on of Human Exposur e t o Vi br at i on i n Bui l di ngs
AMERI CAN SOCI ETY OF HEATI NG, REFRI GERATI NG AND AI R- CONDI TI ONI NG
ENGI NEERS ( ASHRAE)
ASHRAE HVAC APP I P HDBK ( 2011) HVAC Appl i cat i ons Handbook, I - P Edition
ASHRAE HVAC APP SI HDBK ( 2015) HVAC Appl i cat i ons Handbook, SI Edition
NATI ONAL ENVI RONMENTAL BALANCI NG BUREAU ( NEBB)
NEBB PROCEDURAL STANDARDS ( 2005) Pr ocedur al St andar ds f or TAB ( Test i ng, Adj ust i ng and Bal anci ng) Envi r onment al Syst ems
1. 2 ADMI NI STRATI VE REQUI REMENTS
Wi t hi n t en wor ki ng days of Cont r act Awar d, submi t equi pment and per f or mance dat a f or v i br at i on i sol at or syst ems i ncl udi ng equi pment base desi gn; i ner t i a- bl ock mass r el at i ve t o suppor t equi pment wei ght ; spr i ng l oads and f r ee, oper at i ng, and sol i d hei ght s of spr i ng; spr i ng di amet er s;
nonmet al l i c i sol at or l oadi ng and def l ect i on; di st ur bi ng f r equency; nat ur al f r equency of mount s; def l ect i on of wor ki ng member ; and ant i c i pat ed amount of physi cal movement at t he r ef er ence poi nt s.
Ensur e t he dat a i ncl udes i nf or mat i on on t he f ol l owi ng:
a. Mount i ngs
b. Bases
c. I sol at or s
d. Fl oor - Mount ed Pi pi ng
Apr i l 2019 Page 1 SECTI ON 23 05 48. 00 40
e. Ver t i cal Pi pi ng
Fi ve wor ki ng days pr i or t o commencement of i nst al l at i on, submi t i nst al l at i on dr awi ngs f or v i br at i on i sol at or syst ems i ncl udi ng equi pment and per f or mance r equi r ement s.
I ndi cat e wi t hi n out l i ne dr awi ngs f or v i br at i on i sol at or syst ems, over al l physi cal f eat ur es, di mensi ons, r at i ngs, ser vi ce r equi r ement s, and wei ght s of 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 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 Not ebook, i n conf or mance t o Sect i on 01 33 29 SUSTAI NABI LI TY REPORTI NG.
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
I nst al l at i on Dr awi ngs; G
Out l i ne Dr awi ngs; G
SD- 03 Pr oduct Dat a
Equi pment and Per f or mance Dat a; G
I sol at or s; G
SD- 06 Test Repor t s
Type of I sol at or ; G
Type of Base; G
Al l owabl e Def l ect i on; G
Measur ed Def l ect i on; G
1. 4 QUALI TY CONTROL
Ensur e al l v i br at i on- cont r ol appar at us i s t he pr oduct of a s i ngl e manuf act ur i ng sour ce, wher e possi bl e. Human exposur e l evel s shoul d be consi der ed usi ng ASA S2. 71 and NEBB PROCEDURAL STANDARDS.
PART 2 PRODUCTS
2. 1 SYSTEM DESCRI PTI ON
Schedul ed i sol at i on mount i ng i s i n i nches and i s a mi ni mum st at i c deflection.
Spans r ef er r ed t o i n par agr aph EQUI PMENT, means l ongest bay di mensi on.
Det er mi ne exact mount i ng s i zes and number of i sol at or s by t he i sol at or manuf act ur er based on equi pment t hat wi l l be i nst al l ed. Check equi pment
Apr i l 2019 Page 2 SECTI ON 23 05 48. 00 40 r evol ut i ons per mi nut e ( r pm) and spr i ng def l ect i ons t o ver i f y t hat r esonance cannot occur .
2. 1. 1 Desi gn Requi r ement s
Desi gn f or v i br at i on i sol at i on usi ng ASHRAE HVAC APP I P HDBK, Chapt er 48, as appl i cabl e t o t he f ol l owi ng sect i ons.
2. 1. 1. 1 Mountings
Pr ovi de t he f ol l owi ng mount i ngs:
Type A: Composi t e pad, wi t h 0. 25- i nch t hi ck el ast omer t op and bot t om l ayer s, mol ded t o cont ai n a pat t er n wi t h nonsl i p char act er i st i cs i n al l hor i zont al di r ect i ons. El ast omer l oadi ng i s not t o exceed 40 pounds per squar e i nch ( psi ) . Ensur e mi ni mum over al l t hi ckness i s 1 i nch. Maxi mum def l ect i ons up t o 0. 25- i nch ar e al l owed. Type B: Doubl e r ubber - i n- shear or el ast omer - i n- shear wi t h mol ded- i n st eel r ei nf or cement i n t op and bot t om.
Maxi mum def l ect i ons up t o 0. 50- i nch ar e al l owed. Type C: Fr ee- st andi ng l at er al l y st abl e open- spr i ng t ype f or def l ect i ons over 0. 50- i nch, wi t h bui l t - i n bear i ng and l evel i ng pr ovi s i ons, 0. 25- i nch t hi ck Type A base el ast omer pads, and accessor i es. Ensur e out si de di amet er of each spr i ng i s equal t o or gr eat er t han 0. 9 t i mes t he oper at i ng hei ght of t he spr i ng under r at ed l oad. Type F: Combi nat i on spr i ng and r ubber - i n- shear or el ast omer - i n- shear st eel f r amed f or hanger - r od mount i ng, wi t h mi ni mum t ot al st at i c def l ect i on of 1- i nch. 2. 1. 1. 2 Bases
Pr ovi de t he f ol l owi ng bases:
Type U: Uni t i sol at or s wi t hout r ai l s, st r uct ur al - st eel bases, or i ner t i a bl ocks. Type R: Rai l s, connect ed or di sconnect ed mi l l - r ol l ed st r uct ur al st eel , of suf f i c i ent di mensi on t o pr ecl ude def l ect i on at mi dpoi nt of unsuppor t ed span i n excess of 1/ 1, 440t h of t he span bet ween i sol at or s, power t r ansmi ssi on, component mi sal i gnment , and any over hung wei ght . Wher e Type R bases ar e speci f i ed and t he equi pment pr oposed r equi r es addi t i onal base suppor t , use a Type S base. Type S: St r uct ur al - st eel bases common t o a suppor t ed assembl y, made f r om wel ded- j oi nt mi l l - r ol l ed st r uct ur al st eel wi t h c l osed- per i met er conf i gur at i on, i sol at or s at t ached t o out r i gger suppor t s.
Ensur e hei ght of st eel member s i s suf f i c i ent t o pr ovi de st i f f ness r equi r ed t o mai nt ai n equi pment manuf act ur er ' s r ecommended al i gnment and dut y ef f i c i ency of power - t r ansmi ssi on component s. Ensur e hei ght of st eel member does not r esul t i n member def l ect i on at mi dpoi nt of unsuppor t ed span of mor e t han 1/ 1, 440t h of t he span bet ween i sol at or s. Mi ni mum hei ght i s 5- i nches.
Type CI B: Pr ovi de concr et e i ner t i a bl ocks common t o t he ent i r e assembl y, wi t h wel ded- j oi nt const r uct i on, mi l l - r ol l ed st r uct ur al - st eel per i met er s, wel ded- i n No. 4 r ei nf or ci ng bar s 8- i nches on cent er each way near t he bot t om of t he bl ock, out r i gger - i sol at or mount i ng pr ovi s i ons, anchor bol t s. Fi l l wi t h 3, 000 psi cur ed- st r engt h concr et e.
Conf i gur e r ect angul ar i ner t i a bases t o accommodat e equi pment suppor t ed.
Ensur e mi ni mum t hi ckness of i ner t i a base, i n addi t i on t o pr ovi di ng sui t abl e mass, i s suf f i c i ent t o pr ovi de st i f f ness t o mai nt ai n equi pment manuf act ur er ' s r ecommended al i gnment and dut y ef f i c i ency of power - t r ansmi ssi on component s, and i s suf f i c i ent t o r esul t i n base def l ect i on at mi dpoi nt of unsuppor t ed span of not mor e t han 1/ 1, 440t h of t he span bet ween i sol at or s. Ver i f y mi ni mum t hi ckness, t he
Apr i l 2019 Page 3 SECTI ON 23 05 48. 00 40 pr ecedi ng r equi r ement s not wi t hst andi ng, i s 8 per cent of t he l ongest base di mensi on.
Ensur e pumps wi t h f l exi bl e coupl i ngs do not have i ner t i a base l ess t han 8- i nches t hi ck, and t he mi ni mum mass of concr et e i ner t i a bl ock i s equal i n wei ght t o suppor t ed equi pment .
2. 2 EQUIPMENT
Vi br at i on i sol at i on desi gn per ASHRAE HVAC APP I P HDBK, Chapt er 37, .
2. 2. 1 Cent r i f ugal Wat er Chi l l er Package Locat i ons
TYPE
EQUIPMENT
BASEMENT
BELOW-GRADE
PROVISIONS*
ON/ABOVE
GRADE
20-FOOT
FLOOR-SPAN
PROVISIONS*
ON/ABOVE
GRADE
30-FOOT
FLOOR-SPAN
PROVISIONS*
ON/ABOVE
GRADE
40-FOOT
FLOOR-SPAN
PROVISIONS*
Hermetic A-U-0.25 B-U-0.50 D-S-1.75 D-S-2.5
Open Type B-U-0.38 D-U-1.0 D-CIB-1.75 D-CIB-2.5
* TYPE OF MOUNTI NG, BASE, AND MI NI MUM DEFLECTI ON I N I NCHES
2. 2. 2 Reci pr ocat i ng Wat er Chi l l er Package Locat i ons
TYPE
EQUIPMENT
BASEMENT
BELOW-GRADE
PROVISIONS*
ON/ABOVE
GRADE
20-FOOT
FLOOR-SPAN
PROVISIONS*
ON/ABOVE
GRADE
30-FOOT
FLOOR-SPAN
PROVISIONS*
ON/ABOVE
GRADE
40-FOOT
FLOOR-SPAN
PROVISIONS*
500 t o 750 r pm D-U-1.0 D-U-1.5 D-S-2.5 D-CIB-2.75
750 r pm and Over D-U-1.0 D-U-1.0 D-R-2.0 D-CIB-2.5
* TYPE OF MOUNTI NG, BASE, AND MI NI MUM DEFLECTI ON I N I NCHES
2. 2. 3 Absor pt i on Wat er Chi l l er Package Locat i ons
TYPE
EQUIPMENT
BASEMENT
BELOW-GRADE
PROVISIONS*
ON/ABOVE
GRADE
20-FOOT
FLOOR-SPAN
PROVISIONS*
ON/ABOVE
GRADE
30-FOOT
FLOOR-SPAN
PROVISIONS*
ON/ABOVE
GRADE
40-FOOT
FLOOR-SPAN
PROVISIONS*
Standard A-U-0.25 D-U-1.0 D-U-1.5 D-U-2.75
* TYPE OF MOUNTI NG, BASE, AND MI NI MUM DEFLECTI ON I N I NCHES
Apr i l 2019 Page 4 SECTI ON 23 05 48. 00 40
2. 2. 4 Reci pr ocat i ng Compr essor / Condenser Locat i ons
TYPE
EQUIPMENT
BASEMENT
BELOW-GRADE
PROVISIONS*
ON/ABOVE
GRADE
20-FOOT
FLOOR-SPAN
PROVISIONS*
ON/ABOVE
GRADE
30-FOOT
FLOOR-SPAN
PROVISIONS*
ON/ABOVE
GRADE
40-FOOT
FLOOR-SPAN
PROVISIONS*
500 t o 750 r pm D-U-1.0 D-U-1.5 D-U-2.5 D-CIB-2.75
750 r pm and Over D-U-1.0 D-U-1.0 D-U-2.0 D-CIB-2.5
* TYPE OF MOUNTI NG, BASE, AND MI NI MUM DEFLECTI ON I N I NCHES
2. 2. 5 Reci pr ocat i ng Ref r i ger at i on Compr essor Locat i ons
TYPE
EQUIPMENT
BASEMENT
BELOW-GRADE
PROVISIONS*
ON/ABOVE
GRADE
20-FOOT
FLOOR-SPAN
PROVISIONS*
ON/ABOVE
GRADE
30-FOOT
FLOOR-SPAN
PROVISIONS*
ON/ABOVE
GRADE
40-FOOT
FLOOR-SPAN
PROVISIONS*
500 t o 750 r pm C-U-1.0 C-U-1.5 C-S-2.5 C-CIB-2.75
750 r pm and Over C-U-1.0 C-U-1.0 C-R-2.0 C-CIB-2.5
* TYPE OF MOUNTI NG, BASE, AND MI NI MUM DEFLECTI ON I N I NCHES
2. 2. 6 Cent r i f ugal Pump Locat i ons
TYPE
EQUIPMENT
BASEMENT
BELOW-GRADE
PROVISIONS*
ON/ABOVE
GRADE
20-FOOT
FLOOR-SPAN
PROVISIONS*
ON/ABOVE
GRADE
30-FOOT
FLOOR-SPAN
PROVISIONS*
ON/ABOVE
GRADE
40-FOOT
FLOOR-SPAN
PROVISIONS*
Close-couple t hr ough 5 hp
None -R-0.35 C-S-1.0 C-S-1.0
Bedplate-mounted t hr ough 5 hp
None C-CIB-1.0 C-CIB-1.5 C-CIB-1.75
7- 1/ 2 hp None C-CIB-1.0 C-CIB-1.75 C-CIB-2.5
* TYPE OF MOUNTI NG, BASE, AND MI NI MUM DEFLECTI ON I N I NCHES
2. 2. 7 Ai r - Cool ed Condensi ng Uni t Locat i ons
TYPE
EQUIPMENT
20- FOOT ROOF- SPAN
PROVISIONS*
30- FOOT ROOF- SPAN
PROVISIONS*
40- FOOT ROOF- SPAN
PROVISIONS*
Thr ough 5 hp over 900 rpm
B-U-0.5 D-U-1.0 D-U-1.75
Over 5 hp t o 500 r pm B-U-0.5 D-U-1.75 D-U-2.5
500 r pm and over B-U-0.5 D-U-1.0 D-U-1.75
Apr i l 2019 Page 5 SECTI ON 23 05 48. 00 40
TYPE
EQUIPMENT
20- FOOT ROOF- SPAN
PROVISIONS*
30- FOOT ROOF- SPAN
PROVISIONS*
40- FOOT ROOF- SPAN
PROVISIONS*
* TYPE OF MOUNTI NG, BASE, AND MI NI MUM DEFLECTI ON I N I NCHES
2. 2. 8 Low- Pr essur e Suspended Ai r - Handl i ng Uni t ( AHU) Locat i ons
Vi br at i on- i sol at i on pr ovi s i ons appl y t o cei l i ng- suspended Ai r Movi ng and Condi t i oni ng Associ at i on Cl ass A packaged cent r al - st at i on uni t s.
TYPE
EQUIPMENT
20- FOOT ROOF- SPAN
PROVISIONS*
30-FOOT
ROOF-SPAN
PROVISIONS*
40-FOOT
ROOF-SPAN
PROVISIONS*
Thr ough 5 hp F-U-1.0 F-U-1.0 F-U-1.0
7- 1/ 2 hp and over 250 t o 500 r pm
F-U-1.75 F-U-1.75 F-U-1.75
500 r pm and over F-U-1.0 F-U-1.25 F-U-1.55
* TYPE OF MOUNTI NG, BASE, AND MI NI MUM DEFLECTI ON I N I NCHES
2. 2. 9 Low- Pr essur e AHU Locat i ons
Vi br at i on- i sol at i on pr ovi s i ons appl y t o f l oor - mount ed Ai r Movi ng and Condi t i oni ng Associ at i on Cl ass A packaged cent r al - st at i on uni t s.
TYPE
EQUIPMENT
BASEMENT
BELOW-GRADE
PROVISIONS*
ON/ABOVE
GRADE
20-FOOT
FLOOR-SPAN
PROVISIONS*
ON/ABOVE
GRADE
30-FOOT
FLOOR-SPAN
PROVISIONS*
ON/ABOVE
GRADE
40-FOOT
FLOOR-SPAN
PROVISIONS*
Thr ough 5 hp B-U-0.35 C-U-1.0 C-U-1.0 C-U-1.0
7- 1/ 2 hp and over 250 t o 500 r pm
B-U-0.35 C-U-1.75 C-U-1.75 C-U-1.75
500 r pm B-U-0.35 C-U-1.0 C-U-1.5
* TYPE OF MOUNTI NG, BASE, AND MI NI MUM DEFLECTI ON I N I NCHES
2. 2. 10 Medi um- and Hi gh- Pr essur e AHU Locat i ons
Vi br at i on- i sol at i on pr ovi s i ons appl y t o f l oor - mount ed Ai r Movi ng and Condi t i oni ng Associ at i on Cl asses B and C packaged cent r al - st at i on uni t s.
TYPE
EQUIPMENT
BASEMENT
BELOW-GRADE
PROVISIONS*
ON/ABOVE
GRADE
20-FOOT
FLOOR-SPAN
PROVISIONS*
ON/ABOVE
GRADE
30-FOOT
FLOOR-SPAN
PROVISIONS*
ON/ABOVE
GRADE
40-FOOT
FLOOR-SPAN
PROVISIONS*
Thr ough 20 hp 250 t o 300 r pm
B-U-0.35 C-U-2.5 C-U-2.5 C-U-3.5
Apr i l 2019 Page 6 SECTI ON 23 05 48. 00 40
EQUIPMENT
BASEMENT
BELOW-GRADE
PROVISIONS*
ON/ABOVE
GRADE
20-FOOT
FLOOR-SPAN
PROVISIONS*
ON/ABOVE
GRADE
30-FOOT
FLOOR-SPAN
PROVISIONS*
ON/ABOVE
GRADE
40-FOOT
FLOOR-SPAN
PROVISIONS*
300 t o 500 r pm B-U-0.35 C-U-1.75 C-U-1.75 C-U-2.5
500 r pm and over B-U-0.35 C-U-1.0 C-U-1.0 C-U-1.75
Over 20 hp 250 t o 300 r pm
B-U-0.35 C-U-2.5 C-CIB-3.5 C-CIB-3.5
300 t o 500 r pm B-U-0.35 C-U-2.5 C-CIB-2.5 C-CIB-3.5
500 r pm and over B-U-0.35 C-U-1.0 C-CIB-1.75 C-CIB-2.5
* TYPE OF MOUNTI NG, BASE, AND MI NI MUM DEFLECTI ON I N I NCHES
2. 2. 11 Ai r - Movi ng Devi ce Locat i ons
Vi br at i on- i sol at i on pr ovi s i ons appl y t o housed or unhoused f r ee- st andi ng f ans of any pr essur e r at i ng, l ocat ed i n f i el d- er ect ed, f i el d- or f act or y- f abr i cat ed cent r al - st at i on uni t s, and unhoused r et ur n- ai r suppl y- ai r ser vi ce.
TYPE
EQUIPMENT
BASEMENT
BELOW-GRADE
PROVISIONS*
ON/ABOVE
GRADE
20-FOOT
FLOOR-SPAN
PROVISIONS*
ON/ABOVE
GRADE
30-FOOT
FLOOR-SPAN
PROVISIONS*
ON/ABOVE
GRADE
40-FOOT
FLOOR-SPAN
PROVISIONS*
Thr ough 20 hp 250 t o 300 r pm
B-U-0.35 C-S-2.5 C-S-2.5 C-S-3.5
300 t o 500 r pm B-U-0.35 C-S-1.75 C-S-1.75 C-S-2.5
500 r pm and over B-U-0.35 C-S-1.0 C-S-1.5 C-S-1.75
Over 20 hp 250 t o 300 r pm
B-U-0.35 C-S-2.75 C-CIB-3.5 C-CIB-5.0
300 t o 500 r pm B-U-0.35 C-S-1.75 C-CIB-2.5 C-CIB-3.5
500 r pm and over B-U-0.35 C-S-1.0 C-CIB-1.75 C-CIB-2.5
* TYPE OF MOUNTI NG, BASE, AND MI NI MUM DEFLECTI ON I N I NCHES
2. 2. 12 Cr oss- Fl ow Cool i ng Tower Locat i ons
TYPE
EQUIPMENT
20- FOOT ROOF- SPAN
PROVISIONS*
30-FOOT
ROOF-SPAN
PROVISIONS*
40-FOOT
ROOF-SPAN
PROVISIONS*
Package under t ower base t o 500 r pm
B-U-0.35 D-U-2.0 D-U-2.5
Apr i l 2019 Page 7 SECTI ON 23 05 48. 00 40
EQUIPMENT
20- FOOT ROOF- SPAN
PROVISIONS*
30-FOOT
ROOF-SPAN
PROVISIONS*
40-FOOT
ROOF-SPAN
PROVISIONS*
500 r pm and over B-U-0.35 D-U-1.0 D-U-1.75
Fi el d er ect ed under t ower base; al l r pm
Under mechani cal equi pment suppor t i ng f r ame t o 500 r pm
500 r pm and over
* TYPE OF MOUNTI NG, BASE, AND MI NI MUM DEFLECTI ON I N I NCHES
2. 2. 13 Bl ow- Thr ough Cool i ng Tower Locat i ons
TYPE
EQUIPMENT
20- FOOT ROOF- SPAN
PROVISIONS*
30-FOOT
ROOF-SPAN
PROVISIONS*
40-FOOT
ROOF-SPAN
PROVISIONS*
Under t ower base t o 500 r pm
B-U-0.35 C-S-2.5 C-S-3.5
500 r pm and over B-U-0.35 C-S-1.0 C-S-1.75
* TYPE OF MOUNTI NG, BASE, AND MI NI MUM DEFLECTI ON I N I NCHES
2. 2. 14 Pi pe And Duct Vi br at i on I sol at i on
Type G: Pr ovi de i sol at or s wi t h i n- ser i es cont ai ned st eel spr i ngs and pr ef or med f i br ous- gl ass or chl or opr ene- el ast omer el ement s f or connect i ng t o bui l di ng- st r uct ur e at t achment s. Load devi ces by suppor t ed syst em dur i ng oper at i ng condi t i ons t o pr oduce a mi ni mum spr i ng and el ast omer st at i c def l ect i on of 1- i nch and 3/ 8- i nch, respectively.
Type H: Pr ovi de i sol at or s wi t h cont ai ned chl or opr ene- el ast omer el ement s f or connect i ng t o bui l di ng- st r uct ur e at t achment s. Load devi ces by suppor t ed syst em dur i ng oper at i ng condi t i ons t o pr oduce a mi ni mum el ast omer st at i c def l ect i on of 3/ 8- i nch.
Type J: Pr ovi de i sol at or s wi t h el ast omer s mount ed on f l oor - suppor t ed col umns or di r ect l y on t he f l oor . Load devi ces by suppor t ed syst em dur i ng oper at i ng condi t i ons t o pr oduce a mi ni mum el ast omer st at i c def l ect i on of 3/ 8- i nch.
2. 2. 14. 1 Fl oor - Mount ed Pi pi ng
Type K: Pr ovi de i sol at or s wi t h spr i ngs mount ed on f l oor - suppor t ed col umns or di r ect l y on t he f l oor . Load devi ces by suppor t ed syst em dur i ng oper at i ng condi t i ons t o pr oduce a mi ni mum spr i ng st at i c def l ect i on of 1- i nch.
Apr i l 2019 Page 8 SECTI ON 23 05 48. 00 40
2. 2. 14. 2 Ver t i cal Pi pi ng
Type L: Pr ovi de i sol at or s whi ch ar e pi pe base- suppor t devi ces wi t h one or mor e cont ai ned st eel spr i ngs. Load devi ces by suppor t ed syst em dur i ng oper at i ng condi t i ons t o pr oduce a mi ni mum st at i c def l ect i on of 1- i nch. Equi p devi ces wi t h pr ecompr essi on and ver t i cal - l i mi t f eat ur es, as wel l as a mi ni mum 1/ 4- i nch t hi ck el ast omer sound pad and i sol at i on washer s, f or mount i ng t o f l oor .
Type M: Pr ovi de i sol at or s whi ch ar e el ast omer mount ed basepl at e and r i ser pi pe- gui de devi ces, wi t h cont ai ned doubl e act i ng el ast omer el ement s whi ch under r at ed l oad have a mi ni mum st at i c def l ect i on of 3/ 8- i nch. Si ze i sol at or t o accommodat e t her mal i nsul at i on wi t hi n t he st at i onar y gui de r i ng.
2. 3 MATERIALS
Ensur e r ubber i s nat ur al r ubber and el ast omer i s chl or opr ene. Shor e A dur omet er measur ement of bot h mat er i al s and r ange bet ween 40 and 60.
I nor gani c mat er i al s such as pr ecompr essed, hi gh- densi t y, f i br ous gl ass encased i n a r esi l i ent moi st ur e- i mper vi ous membr ane may be used i n l i eu of speci f i ed nat ur al r ubber and el ast omer s. Wher e t hi s subst i t ut i on i s made, ensur e speci f i ed def l ect i ons ar e modi f i ed by t he manuf act ur i ng sour ce t o accommodat e physi cal char act er i st i cs of i nor gani c mat er i al s and t o pr ovi de equal or bet t er v i br at i on i sol at i on.
Ensur e weat her - exposed met al v i br at i on- i sol at or par t s ar e cor r osi on pr ot ect ed. Chl or opr ene coat spr i ngs.
2. 4 TESTS, I NSPECTI ONS, AND VERI FI CATI ONS
Submi t t est r epor t s f or t est i ng v i br at i on i sol at i on f or each t ype of i sol at or and each t ype of base. Meet r ef er enced st andar ds cont ai ned wi t hi n t hi s sect i on. I ncl ude i n t est r epor t s al l owabl e def l ect i on and measur ed def l ect i on al so meet i ng r ef er enced st andar ds wi t hi n t hi s sect i on.
PART 3 EXECUTI ON
3. 1 INSTALLATION
I nst al l equi pment i n accor dance wi t h manuf act ur er ' s r ecommendat i ons.
Ensur e r ai l s, st r uct ur al st eel bases, and concr et e i ner t i a bl ocks ar e r ai sed not l ess t han 1- i nch above t he f l oor and ar e l evel when equi pment suppor t ed i s under oper at i ng l oad.
Ensur e v i br at i on- i sol at i on i nst al l at i on and def l ect i on t est i ng af t er equi pment st ar t - up i s di r ect ed by a compet ent r epr esent at i ve of t he manufacturer.
3. 2 FI ELD QUALI TY CONTROL
3. 2. 1 Test s and Repor t s
Ensur e v i br at i on- i sol at i on devi ces ar e def l ect i on t est ed. Submi t t est r epor t s subst ant i at i ng t hat al l equi pment has been i sol at ed as speci f i ed
Apr i l 2019 Page 9 SECTI ON 23 05 48. 00 40 and t hat mi ni mum speci f i ed def l ect i ons have been met . Make al l measur ement s i n t he pr esence of t he Cont r act i ng Of f i cer .
- - End of Sect i on - -
Apr i l 2019 Page 10 SECTI ON 23 05 48. 00 40
File details come from the government source that posted it. Updated .