Amendment 0001 7394134.pdf

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SPECIFICATION

7394134 P253 Library

MCAS Cherry Point, NC AMENDMENT

#0001

IMPORTANT

This amendment should be acknowledged when your proposal is submitted. Failure to acknowledge the amendment may constitute grounds for rejection of the proposal.

If your proposal has been submitted prior to the receipt of this amendment, acknowledgement should be made by telegram, which should state whether the price contained in your proposal is to remain unchanged, is to be decreased by an amount, or is to be increased by an amount. The acknowledgement must be received prior to proposal opening time.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES

1 2

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

0001 6/10/2024 7394134

6. ISSUED BY Code N40085 7. ADMINISTERED BY (If other than item 6.) Code

CG MCAS Cherry Point

FACILITIES, ROICC

B-163, CURTIS ROAD

PSC BOX 8006

CHERRY POINT, NC 28533

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) 9A. AMENDMENT OF

P253 Library

9B. DATED (SEE ITEM 11)

AMENDMENT MUST BE ACKNOWLEDGED WITH YOUR PROPOSAL 10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in item 14. The hour and date specified for receipt of Offers is extended is not extended. Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods: (a) By completing items 8 and 15, and returning 1 copy of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (if required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14. ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATION CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103 (b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER: (specify type of modification and authority)

E. IMPORTANT: Contractor is not is required to sign this document and return original to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

7394134 P253 Library, Marine Corps Air Station Cherry Point, NC

Amendment 0001 is being issued to respond to pre-award RFI.

The deadline to submit pre-award RFI’s HAS PASSED. No further RFI will be answered.

The proposal due date of 18 June 2024 at 3:00 PM local time REMAINS unchanged.

See Attached.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR (Same as Item 8) 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY

(Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV.1-83) 0224-3(10-90)

PREVIOUS EDITION UNUSABLE Prescribed by GSA

Amendment 0001 7394134 P253 Library

RFI Responses:

1. The are no indicators or specs as to what type of finish if any is applied to exterior or interior railings could this be clarified? Structural steel columns l-502 have no indicators or specs as how to finish please clarify?

Response:

See revised Specification Section 05 52 00 Metal Railings and Revised Submittal Register, dated 10 June 2024.

2. There are no indicators or specs as to what type of finish if any is applied to exterior or interior railings could this be clarified?

Response:

See revised Specification Section 05 52 00 Metal Railings and Revised Submittal Register, dated 10 June 2024.

3. Structural steel columns l-502 have no indicators or specs as to how to finish please clarify?

Response:

Submit proposals in accordance with RFP, Specifications, Drawings and all amendments.

Subj: AMENDMENT TO WO 7394134, P253 CONSTRUCT LIBRARY, MCAS CHERRY POINT NC

CONTINUATION SHEET

PROJECT TABLE OF CONTENTS

SECTION REGISTER is deleted and REGISTER dated 10 JUNE 2024, as shown in the footer, is added to the Project Table of Contents and accompanies this Amendment.

SECTION 05 52 00, METAL RAILINGS is deleted and 05 52 00, METAL RAILINGS, dated 10 JUNE 2024, as shown in the footer, is added to the Project Table of Contents and accompanies this Amendment.

P- 253 Const r uct Li br ar y St at i on Pr oj ect No. 7394134 MCAS, Cher r y Poi nt , NC 20 May 2024

SECTI ON 05 52 00

METAL RAI LI NGS

02/ 18, CHG 1: 02/ 20

PART 1 GENERAL

1. 1 REFERENCES

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

AMERI CAN ASSOCI ATI ON OF STATE HI GHWAY AND TRANSPORTATI ON OFFI CI ALS

( AASHTO)

AASHTO M 314 ( 1990; R 2013) St andar d Speci f i cat i on f or St eel Anchor Bol t s

AMERI CAN SOCI ETY OF MECHANI CAL ENGI NEERS ( ASME)

ASME B18. 6. 3 ( 2013; R 2017) Machi ne Scr ews, Tappi ng Scr ews, and Machi ne Dr i ve Scr ews ( I nch Ser i es)

ASME B18. 21. 1 ( 2009; R 2016) Washer s: Hel i cal Spr i ng- Lock, Toot h Lock, and Pl ai n Washer s ( I nch Ser i es)

AMERI CAN WELDI NG SOCI ETY ( AWS)

AWS D1. 1/ D1. 1M ( 2020; Er r at a 1 2021) St r uct ur al Wel di ng Code - St eel

ASTM I NTERNATI ONAL ( ASTM)

ASTM A27/ A27M ( 2020) St andar d Speci f i cat i on f or St eel Cast i ngs, Car bon, f or Gener al Appl i cat i on

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

ASTM A47/ A47M ( 1999; R 2022; E 2022) 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 ( 2022) St andar d Speci f i cat i on f or Pi pe, St eel , Bl ack and Hot - Di pped, Zi nc- Coat ed, Wel ded and Seaml ess

ASTM A108 ( 2013) St andar d Speci f i cat i on f or St eel Bar , Car bon and Al l oy, Col d- Fi ni shed

ASTM A123/ A123M ( 2017) St andar d Speci f i cat i on f or Zi nc ( Hot - Di p Gal vani zed) Coat i ngs on I r on and St eel Pr oduct s

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

REVI SED 10 June 2024 SECTI ON 05 52 00 Page 1

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

ASTM A283/ A283M ( 2013) St andar d Speci f i cat i on f or Low and I nt er medi at e Tensi l e St r engt h Car bon St eel Pl at es

ASTM A307 ( 2021) 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; R 2020) 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 ( 2023) St andar d Speci f i cat i on f or Col d- For med Wel ded and Seaml ess Car bon St eel St r uct ur al Tubi ng i n Rounds and Shapes

ASTM A512 ( 2006; R 2012) St andar d Speci f i cat i on f or Col d- Dr awn But t wel d Car bon St eel Mechani cal Tubi ng

ASTM A575 ( 2020) St andar d Speci f i cat i on f or St eel Bar s, Car bon, Mer chant Qual i t y, M- Gr ades

ASTM C514 ( 2004; R 2020) St andar d Speci f i cat i on f or Nai l s f or t he Appl i cat i on of Gypsum Boar d

ASTM C636/ C636M ( 2013) St andar d Pr act i ce f or I nst al l at i on of Met al Cei l i ng Suspensi on Syst ems f or Acoust i cal Ti l e and Lay- I n Panel s

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

ASTM F3125/ F3125M ( 2019) St andar d Speci f i cat i on f or Hi gh St r engt h St r uct ur al Bol t s and Assembl i es, St eel and Al l oy St eel , Heat Tr eat ed, I nch Di mensi ons 120 ksi and 150 ksi Mi ni mum Tensi l e St r engt h, and Met r i c Di mensi ons 830 MPa and 1040 MPa Mi ni mum Tensi l e St r engt h

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

NAAMM AMP 521 ( 2001; R 2012) Pi pe Rai l i ng Syst ems Manual

1. 2 SUBMI TTALS

Gover nment appr oval i s r equi r ed f or al l submi t t al s. 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 r on and St eel Har dwar e; G

REVI SED 10 June 2024 SECTI ON 05 52 00 Page 2

St eel Shapes, Pl at es, Bar s and St r i ps; G

SD- 03 Pr oduct Dat a

St r uct ur al - St eel Pl at es, Shapes, and Bar s; G

St r uct ur al - St eel Tubi ng; G

Col d- Fi ni shed St eel Bar s; G

Hot - Rol l ed Car bon St eel Bar s; G

Col d- Dr awn St eel Tubi ng; G

Concr et e I nser t s; G

Masonr y Anchor age Devi ces; G

Pr ot ect i ve Coat i ng; G

St eel Rai l i ngs and Handr ai l s; G

SD- 07 Cer t i f i cat es

Wel di ng Pr ocedur es; G

Wel der Qual i f i cat i on; G

SD- 08 Manuf act ur er ' s I nst r uct i ons

I nst al l at i on I nst r uct i ons

1. 3 QUALI TY CONTROL

1. 3. 1 Wel di ng Pr ocedur es

Submi t r esul t s of wel di ng pr ocedur es t est i ng i n accor dance wi t h AWS D1. 1/ D1. 1M made i n t he pr esence of t he Cont r act i ng Of f i cer and by an appr oved t est i ng l abor at or y at t he Cont r act or ' s expense.

1. 3. 2 Wel der Qual i f i cat i on

Submi t cer t i f i ed wel der qual i f i cat i on by t est s i n accor dance wi t h AWS D1. 1/ D1. 1M, or under an equi val ent appr oved qual i f i cat i on t est . I n addi t i on, per f or m t est s on t est pi eces i n posi t i ons and wi t h c l ear ances equi val ent t o t hose act ual l y encount er ed. I f a t est wel d f ai l s t o meet r equi r ement s, conduct an i mmedi at e r et est of t wo t est wel ds and ensur e t hat each t est wel d passes. Fai l ur e i n t he i mmedi at e r et est wi l l r equi r e t hat t he wel der be r et est ed af t er f ur t her pr act i ce or t r ai ni ng and make a compl et e set of t est wel ds.

PART 2 PRODUCTS

2. 1 FABRI CATI ON

Pr eassembl e i t ems i n t he shop t o t he gr eat est ext ent possi bl e.

Di sassembl e uni t s onl y t o t he ext ent necessar y f or shi ppi ng and handl i ng.

Cl ear l y mar k uni t s f or r eassembl y and coor di nat ed i nst al l at i on.

REVI SED 10 June 2024 SECTI ON 05 52 00 Page 3

For t he f abr i cat i on of wor k exposed t o v i ew, use onl y mat er i al s t hat ar e smoot h and f r ee of sur f ace bl emi shes, i ncl udi ng pi t t i ng, seam mar ks, r ol l er mar ks, r ol l ed t r ade names, and r oughness. Remove bl emi shes by gr i ndi ng, or by wel di ng and gr i ndi ng, bef or e c l eani ng, t r eat i ng, and appl y i ng sur f ace f i ni shes, i ncl udi ng zi nc coat i ngs.

Pr ovi de r ai l i ng and handr ai l det ai l pl ans and el evat i ons at not l ess t han 1 i nch t o 1 f oot . Pr ovi de det ai l s of sect i ons and connect i ons at not l ess t han 3 i nches t o 1 f oot . Al so det ai l set t i ng dr awi ngs, di agr ams, t empl at es f or i nst al l at i on of anchor ages, i ncl udi ng concr et e i nser t s, anchor bol t s, and mi scel l aneous met al i t ems havi ng i nt egr al anchor s.

Use mat er i al s of s i ze and t hi cknesses i ndi cat ed or , i f not i ndi cat ed, of t he s i ze and t hi ckness necessar y t o pr oduce adequat e st r engt h and dur abi l i t y i n t he f i ni shed pr oduct f or i t s i nt ended use. Wor k t he mat er i al s t o t he di mensi ons i ndi cat ed on appr oved det ai l dr awi ngs, usi ng pr oven det ai l s of f abr i cat i on and suppor t . Use t he t ype of mat er i al s i ndi cat ed or speci f i ed f or t he var i ous component s of wor k.

For m exposed wor k t r ue t o l i ne and l evel , wi t h accur at e angl es and sur f aces and st r ai ght shar p edges. Ensur e t hat al l exposed edges ar e eased t o a r adi us of appr oxi mat el y 1/ 32 i nch. Bend met al cor ner s t o t he smal l est r adi us possi bl e wi t hout causi ng gr ai n separ at i on or ot her wi se i mpai r i ng t he wor k.

Wel d cor ner s and seams cont i nuousl y and i n accor dance wi t h t he r ecommendat i ons of AWS D1. 1/ D1. 1M. Gr i nd exposed wel ds smoot h and f l ush t o mat ch and bl end wi t h adj oi ni ng sur f aces.

For m t he exposed connect i ons wi t h hai r l i ne j oi nt s t hat ar e f l ush and smoot h, usi ng conceal ed f ast ener s wher ever possi bl e. Use exposed f ast ener s of t he t ype i ndi cat ed or , i f not i ndi cat ed, use count er sunk Phi l l i ps f l at head scr ews or bol t s.

Pr ovi de anchor age of t he t ype i ndi cat ed and coor di nat ed wi t h t he suppor t i ng st r uct ur e. Fabr i cat e anchor i ng devi ces and space as i ndi cat ed and as r equi r ed t o pr ovi de adequat e suppor t f or t he i nt ended use of t he wor k.

Use hot - r ol l ed st eel bar s f or wor k f abr i cat ed f r om bar st ock unl ess wor k i s i ndi cat ed or speci f i ed t o be f abr i cat ed f r om col d- f i ni shed or col d- r ol l ed st ock.

2. 1. 1 St eel Handr ai l s

Fabr i cat e j oi nt post s, r ai l , and cor ner s by one of t he f ol l owi ng met hods:

a. Fl ush- t ype r ai l f i t t i ngs of commer ci al st andar d, wel ded and gr ound smoot h, wi t h r ai l i ng spl i ce l ocks secur ed wi t h 3/ 8 i nch hexagonal - r ecessed- head set scr ews.

b. Mi t er ed and wel ded j oi nt s made by f i t t i ng post t o t op r ai l and i nt er medi at e r ai l t o post , mi t er i ng cor ner s, gr oove- wel di ng j oi nt s, and gr i ndi ng smoot h. But t r ai l i ng spl i ces and r ei nf or ce t hem by a t i ght - f i t t i ng i nt er i or s l eeve not l ess t han 6 i nches l ong.

c. Rai l i ngs may be bent at cor ner s i n l i eu of j oi nt i ng, pr ovi ded t hat bends ar e made i n sui t abl e j i gs and t he pi pe i s not cr ushed.

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2. 1. 2 Pr ot ect i ve Coat i ng

Pr ovi de hot - di pped gal vani zed ext er i or st eel wor k as i ndi cat ed i n accor dance wi t h ASTM A123/ A123M. Touch up abr aded sur f aces and cut ends of gal vani zed member s wi t h z i nc- dust , z i nc- oxi de pr i mer , or an appr oved gal vani z i ng r epai r compound.

2. 2 COMPONENTS

2. 2. 1 St r uct ur al St eel Pl at es, Shapes And Bar s

Pr ovi de st r uct ur al - s i ze shapes and pl at es, except pl at es t o be bent or col d- f or med, conf or mi ng t o ASTM A36/ A36M, unl ess ot her wi se not ed.

Pr ovi de st eel pl at es, t o be bent or col d- f or med, conf or mi ng t o ASTM A283/ A283M, Gr ade C.

Pr ovi de st eel bar s and bar - s i ze shapes conf or mi ng t o ASTM A36/ A36M, unl ess ot her wi se not ed.

2. 2. 2 St r uct ur al - St eel Tubi ng

Pr ovi de st r uct ur al - st eel t ubi ng, hot - f or med, wel ded or seaml ess, conf or mi ng t o ASTM A500/ A500M, Gr ade B, unl ess ot her wi se not ed.

2. 2. 3 Hot - Rol l ed Car bon St eel Bar s

Pr ovi de bar s and bar - s i ze shapes conf or mi ng t o ASTM A575, gr ade as sel ect ed by t he f abr i cat or .

2. 2. 4 Col d- Fi ni shed St eel Bar s

Pr ovi de col d- f i ni shed st eel bar s conf or mi ng t o ASTM A108, gr ade as sel ect ed by t he f abr i cat or .

2. 2. 5 Col d- Dr awn St eel Tubi ng

Pr ovi de t ubi ng conf or mi ng t o ASTM A512, sunk- dr awn, but t - wel ded, col d- f i ni shed, and st r ess- r el i eved.

2. 2. 6 St eel Pi pe

Pr ovi de pi pe conf or mi ng t o ASTM A53/ A53M, t ype as sel ect ed, Gr ade B;

pr i med f i ni sh, unl ess gal vani z i ng i s r equi r ed; st andar d wei ght ( Schedul e

40) .

2. 2. 7 Concr et e I nser t s

Pr ovi de t hr eaded- t ype concr et e i nser t s consi st i ng of gal vani zed f er r ous cast i ngs, i nt er nal l y t hr eaded t o r ecei ve 3/ 4 i nch di amet er machi ne bol t s;

ei t her mal l eabl e i r on conf or mi ng t o ASTM A47/ A47M or cast st eel conf or mi ng t o ASTM A27/ A27M, hot - di p gal vani zed i n accor dance wi t h ASTM A153/ A153M.

Pr ovi de wedge- t ype concr et e i nser t s consi st i ng of gal vani zed box- t ype f er r ous cast i ngs desi gned t o accept 3/ 4 i nch di amet er bol t s havi ng speci al wedge- shaped heads, made of ei t her mal l eabl e i r on conf or mi ng t o ASTM A47/ A47M or cast st eel conf or mi ng t o ASTM A27/ A27M and hot - di p gal vani zed i n accor dance wi t h ASTM A153/ A153M.

REVI SED 10 June 2024 SECTI ON 05 52 00 Page 5

2. 2. 8 Masonr y Anchor age Devi ces

Pr ovi de masonr y anchor age devi ces consi st i ng of expansi on shi el ds compl yi ng wi t h AASHTO M 314, ASTM E488/ E488M and ASTM C514 as f ol l ows:

Pr ovi de l ead expansi on shi el ds f or machi ne scr ews and bol t s 1/ 4 i nch and smal l er ; head- out embedded nut t ype, s i ngl e- uni t c l ass, Gr oup I , Type 1, Cl ass 1.

Pr ovi de l ead expansi on shi el ds f or machi ne scr ews and bol t s l ar ger t han 1/ 4 i nch i n s i ze; head- out embedded nut t ype, mul t i pl e- uni t c l ass, Gr oup I , Type 1, Cl ass 2.

Pr ovi de bol t anchor expansi on shi el ds f or l ag bol t s; z i nc- al l oy, l ong- shi el d anchor c l ass, Gr oup I I , Type 1, Cl ass 1.

Pr ovi de bol t anchor expansi on shi el ds f or bol t s; c l osed- end bot t om- bear i ng c l ass, Gr oup I I , Type 2, Cl ass 1.

Pr ovi de t umbl e- wi ng- t ype t oggl e bol t s conf or mi ng t o ASTM F3125/ F3125M, ASTM A449 and ASTM C636/ C636M, t ype, c l ass, and st y l e as r equi r ed.

2. 2. 9 Fast ener s

Pr ovi de gal vani zed zi nc- coat ed f ast ener s i n accor dance wi t h ASTM A153/ A153M used f or ext er i or appl i cat i ons or wher e bui l t i nt o ext er i or wal l s or f l oor syst ems. Sel ect f ast ener s f or t he t ype, gr ade, and cl ass r equi r ed f or t he i nst al l at i on of st eel st ai r i t ems.

Pr ovi de st andar d hexagon- head bol t s, conf or mi ng t o ASTM A307, Gr ade A.

Pr ovi de cadmi um- pl at ed st eel machi ne scr ews conf or mi ng t o ASME B18. 6. 3.

Pr ovi de pl ai n r ound, gener al - assembl y- gr ade, car bon st eel washer s conf or mi ng t o ASME B18. 21. 1.

2. 2. 10 St eel Rai l i ngs And Handr ai l s

Desi gn handr ai l s t o r esi st a concent r at ed l oad of 200 l b i n any di r ect i on at any poi nt of t he t op of t he r ai l or 50 l b per f oot appl i ed hor i zont al l y t o t he t op of t he r ai l , whi chever i s mor e sever e. NAAMM AMP 521, pr ovi de t he same si ze r ai l and post . Pr ovi de ser i es 300 st ai nl ess- st eel ext er i or pi pe col l ar s.

2. 2. 10. 1 St eel Handr ai l s

Pr ovi de st eel handr ai l s, i ncl udi ng i nser t s i n concr et e, st eel pi pe conf or mi ng t o ASTM A53/ A53M or st r uct ur al t ubi ng conf or mi ng t o ASTM A500/ A500M, Gr ade A or B of equi val ent st r engt h. Pr ovi de st eel r ai l i ngs of 1 1/ 2 i nch nomi nal s i ze, hot - di p gal vani zed f or ext er i or i nst al l at i ons

Pr ovi de ki ckpl at es bet ween r ai l i ng post s wher e i ndi cat ed, and consi st i ng of 1/ 8 i nch st eel f l at bar s not l ess t han 6 i nches hi gh. Secur e k i ckpl at es as i ndi cat ed.

Gal vani ze ext er i or r ai l i ngs, i ncl udi ng pi pe, f i t t i ngs, br acket s, f ast ener s, and ot her f er r ous met al component s. Pr ovi de bl ack st eel pi pe f or i nt er i or r ai l i ngs.

REVI SED 10 June 2024 SECTI ON 05 52 00 Page 6

PART 3 EXECUTI ON

3. 1 PREPARATI ON

Adj ust st ai r r ai l i ngs and handr ai l s bef or e secur i ng i n pl ace i n or der t o ensur e pr oper mat chi ng at but t i ng j oi nt s and cor r ect al i gnment t hr oughout t hei r l engt h. Space post s not mor e t han 6 f eet on cent er . Pl umb post s i n each di r ect i on. Secur e post s and r ai l ends t o bui l di ng const r uct i on as f ol l ows:

a. Anchor post s i n concr et e by means of pi pe sl eeves set and anchor ed i nt o concr et e. Pr ovi de sl eeves of gal vani zed, st andar d- wei ght , st eel pi pe, not l ess t han 6 i nches l ong, and havi ng an i nsi de di amet er not l ess t han 1/ 2 i nch gr eat er t han t he out si de di amet er of t he i nser t ed pi pe post . Pr ovi de st eel pl at e c l osur e secur ed t o t he bot t om of t he s l eeve, wi t h c l osur e wi dt h and l engt h not l ess t han 1 i nch gr eat er t han t he out si de di amet er of t he s l eeve. Af t er post s have been i nser t ed i nt o s l eeves, f i l l t he annul ar space bet ween t he post and sl eeve wi t h nonshr i nk gr out or a qui ck- set t i ng hydr aul i c cement .

Cover anchor age j oi nt wi t h a r ound st eel f l ange wel ded t o t he post .

b. Anchor post s t o st eel wi t h oval st eel f l anges, angl e t ype or f l oor t ype as r equi r ed by condi t i ons, wel ded t o post s and bol t ed t o t he st eel suppor t i ng member s.

c. Anchor r ai l ends i nt o concr et e and masonr y wi t h r ound st eel f l anges wel ded t o r ai l ends and anchor ed i nt o t he wal l const r uct i on wi t h l ead expansi on shi el ds and bol t s.

d. Anchor r ai l ends t o st eel wi t h oval or r ound st eel f l anges wel ded t o t ai l ends and bol t ed t o t he st r uct ur al - st eel member s.

Secur e handr ai l s t o wal l s by means of wal l br acket s and wal l r et ur n f i t t i ng at handr ai l ends. Pr ovi de br acket s of mal l eabl e i r on cast i ngs, wi t h not l ess t han 3 i nch pr oj ect i on f r om t he f i ni shed wal l sur f ace t o t he cent er of t he pi pe, dr i l l ed t o r ecei ve one 3/ 8 i nch bol t . Locat e br acket s not mor e t han 60 i nches on cent er . Pr ovi de wal l r et ur n f i t t i ngs of cast i r on cast i ngs, f l ush t ype, wi t h t he same pr oj ect i on as t hat speci f i ed f or wal l br acket s. Secur e wal l br acket s and wal l r et ur n f i t t i ngs t o bui l di ng const r uct i on as f ol l ows:

a. For concr et e and sol i d masonr y anchor age, use bol t anchor expansi on shi el ds and l ag bol t s.

b. For hol l ow masonr y and st ud par t i t i on anchor age, use t oggl e bol t s havi ng squar e heads.

I nst al l t oe boar ds and br acket s. Make spl i ces, wher e r equi r ed, at expansi on j oi nt s.

3. 2 I NSTALLATI ON

Submi t manuf act ur er ' s i nst al l at i on i nst r uct i ons f or t he f ol l owi ng pr oduct s t o be used i n t he f abr i cat i on of st eel st ai r r ai l i ng and hand r ai l wor k:

a. St r uct ur al - st eel pl at es, shapes, and bar s

b. St r uct ur al - st eel t ubi ng

REVI SED 10 June 2024 SECTI ON 05 52 00 Page 7

c. Col d- f i ni shed st eel bar s

d. Hot - r ol l ed car bon st eel bar s

e. Col d- dr awn st eel t ubi ng f . Pr ot ect i ve coat i ng

g. Masonr y anchor age devi ces

h. St eel r ai l i ngs and handr ai l s

Pr ovi de compl et e, det ai l ed f abr i cat i on and i nst al l at i on dr awi ngs f or al l i r on and st eel har dwar e, and f or al l st eel shapes, pl at es, bar s, and st r i ps used i n accor dance wi t h t he desi gn speci f i cat i ons c i t ed i n t hi s sect i on.

3. 2. 1 St eel Handr ai l

I nst al l handr ai l i n pi pe sl eeves embedded i n concr et e and f i l l ed wi t h nonshr i nk gr out or qui ck- set t i ng anchor i ng cement wi t h anchor age cover ed wi t h st andar d pi pe col l ar pi nned t o post . Al so i nst al l by means of base pl at es bol t ed t o st r i nger s or st r uct ur al wor k. Secur e r ai l ends by st eel pi pe f l anges anchor ed by expansi on shi el ds and bol t s.

3. 3 FI ELD QUALI TY CONTROL

3. 3. 1 Fi el d Wel di ng

Ensur e t hat pr ocedur es of manual shi el ded met al ar c wel di ng, appear ance and qual i t y of wel ds made, and met hods used i n cor r ect i ng wel di ng wor k compl y wi t h AWS D1. 1/ D1. 1M.

- - End of Sect i on - -

REVI SED 10 June 2024 SECTI ON 05 52 00 Page 8

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Construct Library

01 11 00 SD-01 Preconstruction Submittals

1.8Salvage Plan

01 14 00 SD-01 Preconstruction Submittals

1.3.1.1List of Contact Personnel

1.2Library Move Work Plan

01 20 00 SD-01 Preconstruction Submittals

1.3Earned Value Report

01 30 00 SD-01 Preconstruction Submittals

1.3View Location Map

1.4Progress and Completion

Pictures

01 30 02.00 22 SD-02 Shop Drawings

1.5.3Preliminary (Pre-Final) AV

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DC44

1.5.9Final AV Package

1.6Best Value Determination

SD-07 Certificates

1.4.1Contractor's AV Designer's

Qualifications

DC44

01 31 23.13 20 SD-01 Preconstruction Submittals

1.4.2List of Contractor's Personnel

01 32 17.00 20 SD-01 Preconstruction Submittals

1.2.2Baseline NAS

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(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

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01 32 17.00 20 SD-07 Certificates

1.3Weekly Look Ahead Schedule

1.4.1Monthly Network Analysis

Updates

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1.4.2As-Built Schedule

01 33 00 SD-01 Preconstruction Submittals

1.8Submittal Register

01 33 29 SD-01 Preconstruction Submittals

1.5.3.2Preliminary High Performance and Sustainable Building Checklist

1.4.1Sustainability Action Plan

1.5.3.2Preliminary Sustainability eNotebook

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1.5.3.2Final High Performance and

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1.5.3.2Final Sustainability eNotebook

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1.5.3.2Amended Final High

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01 35 26 1.16Indoor Air Quality (IAQ)

Management Plan

1.16Final IAQ Management Plan

SD-06 Test Reports

1.4Monthly Exposure Reports

1.13Notifications and Reports

1.13.2Accident Reports

1.13.3LHE Inspection Reports

SD-07 Certificates

1.5Contractor Safety Self-Evaluation

Checklist

1.7.1.4Crane Operators/Riggers

1.8.3.2Standard Lift Plan

1.8.3.3Critical Lift Plan

1.9Activity Hazard Analysis (AHA)

1.10.1Confined Space Entry Permit

1.10.1Hot Work Permit

1.13.4Certificate of Compliance

01 45 00 SD-01 Preconstruction Submittals

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01 45 35 3.1.1SIOR Letter of Acceptance

3.1.1Project Manual

3.1.1Project Manual

3.1.1Written NDT Practices

3.1.3Written NDT Practices

SD-06 Test Reports

3.1.1Daily Reports

3.1.3Daily Reports

3.1.1Biweekly Reports

3.1.2Biweekly Reports

SD-07 Certificates

2.1AISC Certified Steel Fabricator

2.1Steel Joist Institute Membership

2.1Certificate of Compliance

1.5.9Special Inspector of Record

1.5Special Inspector

3.1.1Qualification Records

3.1.3Qualification Records

SD-11 Closeout Submittals

3.1.1Interim Report

3.1.3Interim Report

3.1.1Comprehensive Final Report

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01 50 00 SD-01 Preconstruction Submittals

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01 50 00 2.2.1Haul Road Plan

1.6.1.4Contractor Computer

Cybersecurity Compliance

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1.6.6Contractor Temporary Network

Cybersecurity Compliance

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SD-06 Test Reports

3.4Backflow Preventer Tests

SD-07 Certificates

1.4.1Backflow Tester

1.4Backflow Preventers

01 57 19 SD-01 Preconstruction Submittals

1.6.1Preconstruction Survey

1.6.2Regulatory Notifications

1.6.4Environmental Manager

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1.6.5Employee Training Records

1.7Environmental Protection Plan

1.7.9.1Dirt and Dust Control Plan

1.10Solid Waste Management Permit

3.2.1.1Stormwater Pollution Prevention

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3.2.1.2Stormwater Notice of Intent

3.10.2Spill Prevention Control And

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01 57 19 SD-06 Test Reports

1.10.1Monthly Solid Waste Disposal

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3.2.1.3Inspection Reports

SD-07 Certificates

1.4.1.2ECATTS Certificate Of

Completion

1.6.5Employee Training Records

1.6.5Erosion and Sediment Control

Inspector

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1.6.2Regulatory Notifications

1.6.5Assembled Employee Training

Records

1.10Solid Waste Management Permit

3.2.1.4Stormwater Pollution Prevention

Plan Compliance Notebook

3.2.1.5Stormwater Notice of Termination

3.2.1.5As-Built Topographic Survey

3.7.1Waste Determination

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3.7.2.1Project Solid Waste Disposal

Documentation Report

3.7.2.1Sales Documentation

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01 57 19 3.7.3.1Hazardous Waste/Debris

Management

3.7.3.6Disposal Documentation for

Hazardous and Regulated Waste

3.8.1Contractor Hazardous Material

Inventory Log

01 58 00 SD-02 Shop Drawings

1.3.1Preliminary Drawing Indicating

Layout And Text Content

01 74 19 SD-01 Preconstruction Submittals

1.7Construction Waste Management

Plan

SD-11 Closeout Submittals

1.9Final Construction Waste

Diversion Report

01 78 00 SD-03 Product Data

1.5.1Warranty Management Plan

1.5.4Warranty Tags

3.3Final Cleaning

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SD-08 Manufacturer’s Instructions

1.5.1Instructions

SD-10 Operation and Maintenance

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Manuals

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01 78 00 SD-11 Closeout Submittals

3.1As-Built Drawings

1.5.1As-Built Record of Equipment and Materials

2.1Certification of EPA Designated

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2.2Certification Of USDA Designated

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3.4.1Interim DD FORM 1354

3.4.2Checklist for DD FORM 1354

3.4.2High Performance and

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01 78 23 SD-10 Operation and Maintenance

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1.4Facility Data Workbook

3.1.1Training Plan

3.1.3Training Outline

3.1.2Training Content

3.2.1Operation And Maintenance

Manual, Progress Submittal

3.2.2Operation And Maintenance

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3.2.3Operation And Maintenance

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01 78 23 3.1.4Training Video Recording

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3.1.1Training Plan

1.6.6.7Record Drawings And Utility

Systems

01 78 24.00 20 SD-11 Closeout Submittals

1.3.1Facility Data Workbook (FDW), Progress Submittal

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1.3.3Facility Data Workbook (FDW), Final Submittal

01 78 30.00 22 SD-11 Closeout Submittals

1.3.7GIS Data Deliverables

01 91 00.15 SD-06 Test Reports

3.5Completed Construction

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3.4Interim Construction Phase

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3.4 SFinal Construction Phase

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3.9Initial Commissioning Report

1.13Issues Log

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01 91 00.15 SD-10 Operation and Maintenance

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3.9Final Commissioning Report

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3.9 SFinal Commissioning Report

(eNotebook)

3.10 SUpdated Final Commissioning

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01 91 19 SD-01 Preconstruction Submittals

1.12.2.1Building Enclosure

Commissioning Specialist

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1.8Building Enclosure Testing Work

Plan

SD-03 Product Data

2.3Thermal Imaging Camera

2.1Test Equipment

SD-06 Test Reports

3.6Completed Building Envelope

Inspection Checklists

3.7.5Pressure Test Procedures

1.12.3Air Leakage Test Report

3.7.5.8Air Leakage Test Report

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01 91 19 1.12.3Diagnostic Test Report

3.7.6.6Diagnostic Test Report

SD-07 Certificates

1.12.2.2Pressure Test Agency

1.12.2.3Thermographer Qualifications

1.14Certificate of Readiness

SD-10 Operation and Maintenance

Data

3.8Training

03 30 00 SD-01 Preconstruction Submittals

1.6.3.1Concrete Curing Plan

1.6.5Quality Control Plan

1.6.6Quality Control Personnel

Certifications

1.6.6Quality Control Organizational

Chart

1.6.8Laboratory Accreditation

3.3.9Maturity Method Data

SD-02 Shop Drawings

1.6.2.1Reinforcing Steel

SD-03 Product Data

2.4.5Joint Sealants

2.4.4Joint Filler

2.1Formwork Materials

2.3.3.3Recycled Aggregate Materials

2.3.1Cementitious Materials

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03 30 00 2.4.6Vapor Retarder

2.4.1Concrete Curing Materials

2.6Reinforcement

2.4.3.1Liquid Chemical Floor Hardeners and Sealers

2.3.4Admixtures

2.6.2Mechanical Reinforcing Bar

Connectors

2.2.2Waterstops

2.2.3Biodegradable Form Release

Agent

1.6.3.2Pumping Concrete

2.4.2Nonshrink Grout

SD-05 Design Data

1.6.1.1Concrete Mix Design

SD-06 Test Reports

1.6.1.1Concrete Mix Design

1.6.4.1Fly Ash

1.6.4.1Pozzolan

1.6.4.2Slag Cement

1.6.4.3Aggregates

3.10.2.1Tolerance Report

3.14.3.3Compressive Strength Tests

3.14.3.5Unit Weight of Structural

Concrete

3.14.3.4Air Content

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03 30 00 3.14.3.1Slump Tests

2.3.2Water

SD-07 Certificates

2.6.1Reinforcing Bars

1.8Welder Qualifications

1.6.3.3VOC Content for Form Release

Agents, Curing Compounds, and

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1.6.3.4Safety Data Sheets

1.6.6.2Field Testing Technician and

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SD-08 Manufacturer’s Instructions

2.4.5Joint Sealants

2.4.1Curing Compound

03 30 53 SD-03 Product Data

2.2.3.1Air-Entraining Admixture

2.2.3.2Water-Reducing or Retarding

Admixture

2.2.10Curing Materials

2.2.6Expansion Joint Filler Strips, Premolded

3.2Conveying and Placing Concrete

2.2.7Formwork

2.3Mix Design Data

2.3Ready-Mix Concrete

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03 30 53 2.2.5Mechanical Reinforcing Bar

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3.8.3Slump

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03 45 00 1.12.2Concrete Wall Panel Surface

Finish

1.12.2Full Size Sample Wall Panel

SD-05 Design Data

1.5.4Design Calculations

2.1.1Contractor-Furnished Mix Design

2.4.9Repair of Surface Defects

1.5.5Thermal Calculations

SD-06 Test Reports

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1.11.1Test for Concrete Materials

2.2.7Water

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SD-07 Certificates

1.4Manufacturer's Qualifications

1.8.1Fabricator Quality Certifications

1.9Erector Certification

1.10Erector's Post Audit Declaration

SD-08 Manufacturer’s Instructions

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3.8Cleaning

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03 45 00 2.2.1 SRecycled Content for Fly Ash and

Pozzolan

2.2.1 SRecycled Content for Ground Iron

Blast-Furnace Slag

2.2.1 SRecycled Content for Silica Fume

04 20 00 SD-02 Shop Drawings

3.4.1.1Detail Drawings

3.3.1.5Masonry Wall Control Joint

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SD-03 Product Data

1.5.1Hot Weather Procedures

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2.2.2Clay or Shale Brick

2.4.1.1Cementitious Materials

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2.2.3.2Architectural Concrete Masonry

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04 20 00 2.1.2Masonry Compressive Strength

3.2.4Bracing Calculations

SD-06 Test Reports

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Units (CMU)

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2.4.2.2Admixtures for Grout

2.6.2Anchors, Ties, and Bar

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2.6.3Joint Reinforcement

2.6.7Insulation

SD-08 Manufacturer’s Instructions

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04 20 00 2.2.3.2.1 SRecycled Content

05 12 00 SD-01 Preconstruction Submittals

1.4.1.1Erection and Erection Bracing

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1.4.2Fabrication Drawings

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2.2.1 SRecycled Content for Structural

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2.2.3 SRecycled Content for Steel Pipe

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05 12 00 3.7.3.1Bolt Testing Reports

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SD-07 Certificates

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2.5Galvanizing

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2.4.1Welding Electrodes and Rods

3.7.1.1Certified Welding Inspector

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3.4Welding Procedure Specifications

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Rail Beam

05 21 00 SD-01 Preconstruction Submittals

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05 21 00 SD-05 Design Data

2.2Design Calculations

SD-06 Test Reports

3.4Erection Inspection

3.4Welding Inspections

SD-07 Certificates

1.3.2Certification of Compliance

05 30 00 SD-02 Shop Drawings

1.3.5Fabrication Drawings

SD-03 Product Data

2.2Accessories

2.1Deck Units

2.2.14Mechanical Fasteners

2.1.3Touch-Up Paint

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2.1 SRecycled Content of Steel

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05 30 00 1.3.4.1Fire Safety

1.3.4.2Wind Storm Resistance

1.3.1Manufacturer's Certificate

05 40 00 SD-02 Shop Drawings

1.6.1Framing Components

SD-03 Product Data

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SD-07 Certificates

1.4Load-Bearing Cold-Formed Metal

Framing

3.2.1Welds

05 52 00 SD-02 Shop Drawings

3.2 GIron and Steel Hardware

3.2 GSteel Shapes, Plates, Bars and

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2.2.1 GStructural-Steel Plates, Shapes, and Bars

2.2.2 GStructural-Steel Tubing

2.2.4 GCold-Finished Steel Bars

2.2.3 GHot-Rolled Carbon Steel Bars

2.2.5 GCold-Drawn Steel Tubing

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05 52 00 2.2.7 GConcrete Inserts

2.2.8 GMasonry Anchorage Devices

2.1.2 GProtective Coating

2.2.10 GSteel Railings and Handrails

SD-07 Certificates

1.3.1 GWelding Procedures

1.3.2 GWelder Qualification

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06 10 00 SD-06 Test Reports

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06 41 16.00 10 SD-02 Shop Drawings

2.8Shop Drawings

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