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TINKER AFB MAC BOA WWYK190023 Renovate Restrooms B117
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FA813726R0030
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This is a technical specifications document for supports for plaster and gypsum board construction at Tinker Air Force Base, Oklahoma, issued in April 2019.

The specification establishes requirements for metal support systems used to attach lath and gypsum wallboard in suspended ceiling systems, wall furring, and non-loadbearing wall framing applications. Steel materials must comply with galvanized coating per ASTM A653/A653M (G-60), aluminum coating per ASTM A463/A463M (T1-25), or 55-percent aluminum-zinc coating. Materials for attachment of lath must conform to ASTM C841 and C847 for suspended and furred ceiling systems, or NAAMM EMLA 920 for non-loadbearing wall framing. Materials for attachment of gypsum wallboard must meet ASTM C645 for suspended ceiling systems and ASTM C754 for installation. Z-furring channels with wall insulation must be not lighter than 26 gage galvanized steel with specified flange dimensions. Support systems in seismic zones must comply with AISC 341 and AISC 34UFC 3-310-04 seismic design provisions. Installation must follow ASTM C841, ASTM C754, and NAAMM EMLA 920 standards, with framing members typically spaced 16 inches on center unless otherwise indicated. Erection tolerances are specified for walls and partitions (1/4 inch from intended position), plates and runners (1/4 to 1/8 inch in 8 feet), studs (1/4 to 1/8 inch in 8 feet out of plumb), and face of framing members (1/4 to 1/8 inch in 8 feet from true plane), with tighter tolerances required for ceramic tile applications. Shop drawings for metal support systems require government approval and must indicate materials, sizes, thicknesses, and fastenings.

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Text version

Ti nker AFB, OK TAFB Techni cal Spr ci f i cat i ons 2019

SECTI ON 09 22 00

SUPPORTS FOR PLASTER AND GYPSUM BOARD

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 341 ( 2012) Sei smi c Pr ovi s i ons f or St r uct ur al St eel Bui l di ngs

ASTM I NTERNATI ONAL ( ASTM)

ASTM A463/ A463M ( 2010; R 2015) St andar d Speci f i cat i on f or St eel Sheet , Al umi num- Coat ed, by t he Hot - Di p Pr ocess

ASTM A653/ A653M ( 2015; E 2016) 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 C645 ( 2014; E 2015) Nonst r uct ur al St eel Fr ami ng Members

ASTM C754 ( 2015) I nst al l at i on of St eel Fr ami ng Member s t o Recei ve Scr ew- At t ached Gypsum Panel Pr oduct s

ASTM C841 ( 2003; R 2013) I nst al l at i on of I nt er i or Lat hi ng and Fur r i ng

ASTM C847 ( 2014a) St andar d Speci f i cat i on f or Met al Lath

NATI ONAL ASSOCI ATI ON OF ARCHI TECTURAL METAL MANUFACTURERS ( NAAMM)

NAAMM EMLA 920 ( 2009) Gui de Speci f i cat i ons f or Met al Lat hi ng and Fur r i ng

UNDERWRI TERS LABORATORI ES ( UL)

UL Fi r e Resi st ance ( 2014) Fi r e Resi st ance Di r ect or y

1. 2 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:

Apr i l 2019 Page 1 SECTI ON 09 22 00

SD- 02 Shop Dr awi ngs

Met al suppor t syst ems; G

Submi t f or t he er ect i on of met al f r ami ng, f ur r i ng, and cei l i ng suspensi on syst ems. I ndi cat e mat er i al s, s i zes, t hi cknesses, and fastenings.

1. 3 DELI VERY, STORAGE, AND HANDLI NG

Del i ver mat er i al s t o t he j ob s i t e and st or e i n vent i l at ed dr y l ocat i ons.

St or age ar ea shal l per mi t easy access f or i nspect i on and handl i ng. I f mat er i al s ar e st or ed out door s, st ack mat er i al s of f t he gr ound, suppor t ed on a l evel pl at f or m, and f ul l y pr ot ect ed f r om t he weat her . Handl e mat er i al s car ef ul l y t o pr event damage. Remove damaged i t ems and pr ovi de new i t ems.

PART 2 PRODUCTS

2. 1 MATERIALS

Pr ovi de st eel mat er i al s f or met al suppor t syst ems wi t h gal vani zed coat i ng ASTM A653/ A653M, G- 60; al umi num coat i ng ASTM A463/ A463M, T1- 25; or a 55- per cent al umi num- zi nc coat i ng. Pr ovi de suppor t syst ems and at t achment s per AI SC 34UFC 3- 310- 04, " Sei smi c Desi gn f or Bui l di ngs" i n sei smi c zones.

2. 1. 1 Mat er i al s f or At t achment of Lat h

2. 1. 1. 1 Suspended and Fur r ed Cei l i ng Syst ems and Wal l Fur r i ng

ASTM C841, and ASTM C847.

2. 1. 1. 2 Non- l oadbear i ng Wal l Fr ami ng

NAAMM EMLA 920.

2. 1. 2 Mat er i al s f or At t achment of Gypsum Wal l boar d

2. 1. 2. 1 Suspended and Fur r ed Cei l i ng Syst ems

ASTM C645.

2. 1. 2. 2 Nonl oad- Bear i ng Wal l Fr ami ng and Fur r i ng

ASTM C645, but not t hi nner t han 0. 0179 i nch t hi ckness, wi t h 0. 0329 i nch mi ni mum t hi ckness suppor t i ng wal l hung i t ems such as cabi net wor k, equi pment and f i xt ur es.

2. 1. 2. 3 Fur r i ng St r uct ur al St eel Col umns

ASTM C645. St eel ( f ur r i ng) c l i ps and suppor t angl es l i s t ed i n UL Fi r e Resi st ance may be pr ovi ded i n l i eu of st eel st uds f or er ect i on of gypsum wal l boar d ar ound st r uct ur al st eel col umns.

2. 1. 2. 4 Z- Fur r i ng Channel s wi t h Wal l I nsul at i on

Not l i ght er t han 26 gage gal vani zed st eel , Z- shaped, wi t h 1- 1/ 4 i nch and 3/ 4 i nch f l anges and dept h as r equi r ed by t he i nsul at i on t hi ckness pr ovi ded.

Apr i l 2019 Page 2 SECTI ON 09 22 00

PART 3 EXECUTI ON

3. 1 INSTALLATION

3. 1. 1 Syst ems f or At t achment of Lat h

3. 1. 1. 1 Suspended and Fur r ed Cei l i ng Syst ems and Wal l Fur r i ng

ASTM C841, except as i ndi cat ed ot her wi se.

3. 1. 1. 2 Non- l oadbear i ng Wal l Fr ami ng

NAAMM EMLA 920, except pr ovi de f r ami ng member s 16 i nches o. c. unl ess i ndi cat ed ot her wi se.

3. 1. 2 Syst ems f or At t achment of Gypsum Wal l boar d

3. 1. 2. 1 Suspended and Fur r ed Cei l i ng Syst ems

ASTM C754, except pr ovi de f r ami ng member s 16 i nches o. c. unl ess i ndi cat ed otherwise.

3. 1. 2. 2 Non- l oadbear i ng Wal l Fr ami ng and Fur r i ng

ASTM C754, except as i ndi cat ed ot her wi se.

3. 1. 2. 3 Fur r i ng St r uct ur al St eel Col umns

I nst al l st uds or gal vani zed st eel c l i ps and suppor t angl es f or er ect i on of gypsum wal l boar d ar ound st r uct ur al st eel col umns i n accor dance wi t h t he UL Fi r e Resi st ance, desi gn number ( s) of t he f i r e r esi st ance r at i ng indicated.

3. 1. 2. 4 Z- Fur r i ng Channel s wi t h Wal l I nsul at i on

I nst al l Z- f ur r i ng channel s ver t i cal l y spaced not mor e t han 24 i nches o. c.

Locat e Z- f ur r i ng channel s at i nt er i or and ext er i or cor ner s i n accor dance wi t h manuf act ur er ' s pr i nt ed er ect i on i nst r uct i ons. Fast en f ur r i ng channel s t o masonr y and concr et e wal l s wi t h powder - dr i ven f ast ener s or har dened concr et e st eel nai l s t hr ough nar r ow f l ange of channel . Space f ast ener s not mor e t han 24 i nches o. c.

3. 2 ERECTI ON TOLERANCES

Pr ovi de f r ami ng member s whi ch wi l l be cover ed by f i ni sh mat er i al s such as wal l boar d, pl ast er , or cer ami c t i l e set i n a mor t ar set t i ng bed, wi t hi n t he f ol l owi ng l i mi t s:

a. Layout of wal l s and par t i t i ons: 1/ 4 i nch f r om i nt ended posi t i on;

b. Pl at es and r unner s: 1/ 4 i nch i n 8 f eet f r om a st r ai ght l i ne;

c. St uds: 1/ 4 i nch i n 8 f eet out of pl umb, not cumul at i ve; and

d. Face of f r ami ng member s: 1/ 4 i nch i n 8 f eet f r om a t r ue pl ane.

Pr ovi de f r ami ng member s whi ch wi l l be cover ed by cer ami c t i l e set i n dr y- set mor t ar , l at ex- por t l and cement mor t ar , or or gani c adhesi ve wi t hi n t he f ol l owi ng l i mi t s:

Apr i l 2019 Page 3 SECTI ON 09 22 00

a. Layout of wal l s and par t i t i ons: 1/ 4 i nch f r om i nt ended posi t i on;

b. Pl at es and r unner s: 1/ 8 i nch i n 8 f eet f r om a st r ai ght l i ne;

c. St uds: 1/ 8 i nch i n 8 f eet out of pl umb, not cumul at i ve; and

d. Face of f r ami ng member s: 1/ 8 i nch i n 8 f eet f r om a t r ue pl ane.

- - End of Sect i on - -

Apr i l 2019 Page 4 SECTI ON 09 22 00

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