7820805-SPEC_R1-Repair_Roof_Column_&_Roll_Up_Door_GSE_Shed_(S42).pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

AVIATION TRAINING CENTER MOBILE,

ALABAMA 36608-8322

SPECIFICATIONS

FOR

SAM PN: 7820805

Repair Roof Column & Roll Up Door GSE

Shed (S42)

AT

AVIATION TRAINING CENTER

MOBILE, AL

JULY 16, 2018

Repai r Roof Col umns & Rol l Up Door s GSE Shed ( S42) 7820805

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRI CTI ONS

01 30 00 ADMI NI STRATI VE REQUI REMENTS

01 33 00 SUBMI TTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLI CATI ONS

01 78 00 CLOSEOUT SUBMI TTALS

DI VI SI ON 05 - METALS

05 50 13 MI SCELLANEOUS METAL FABRI CATI ONS

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

07 14 00 FLUI D- APPLI ED WATERPROOFI NG

DI VI SI ON 08 - OPENI NGS

08 33 23 OVERHEAD COI LI NG DOORS

DI VI SI ON 09 - FI NI SHES

09 97 13. 27 EXTERI OR COATI NG OF STEEL STRUCTURES

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

PROJECT TABLE OF CONTENTS Page 1

Repair Roof Columns & Roll Up Doors GSE Shed (S42) 7820805

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The building is an aircraft ground support equipment (GSE) single story warehouse/maintenance building constructed in 1987. The building is a pre-engineered metal structure containing approximately 3,000 SF of floor space. The project shall repair the structural base plates of all columns;

replace all coiling metal door frames; provide corrosion protection via painting of all visible structural members; provide a watertight roof coating and exterior panel coating; and replace three ooverhead coiling metal doors.

1.1.2 Location

The work is located at the building S42, Aviation Training Center, 8501 Tanner Williams Road, Mobile AL 36608. Point of Contact Mr. Ron Confer

(251) 441-6185.

1.2 CONTRACT DRAWINGS

The following drawings accompany this specification and are a part thereof.

Drawing No. S427820805G101

1.3 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and aircraft apron.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 1

S427820805A100 S427820805A101 S427820805A201 S427820805A202 S427820805S101 S427820805S301 S427820805S302

The performance period of this contract is 120 days

Repair Roof Columns & Roll Up Doors GSE Shed (S42) 7820805

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 CONTRACTOR ACCESS AND USE OF PREMISES

1.1.1 Activity Regulations

Ensure that Contractor personnel employed become familiar with SAFETY, fire, traffic and security regulations.

1.1.1.1 Subcontractors and Personnel Contacts

During the pre-construction conference coordinate with COR, the emergency contact personnel of the Contractor and subcontractors information needed in the event of hurricane, fire, etc.

1.1.1.2 Identification Badges and Installation Access

Obtain access to the installation through COR.

1.1.1.3 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas.

1.1.2 Working Hours

Regular working hours are between 7 a.m. and 4:30 p.m., Monday through Friday, excluding Government holidays.

1.1.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used -- End of Section --

SECTION 01 14 00 Page 1

SECTI ON 01 30 00

ADMI NI STRATI VE REQUI REMENTS

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.

U. S. ARMY CORPS OF ENGI NEERS ( USACE)

EM 385- 1- 1 ( 2014) Saf et y and Heal t h Requi r ement s Manual

1. 2 SUPERVISION

1. 2. 1 Mi ni mum Communi cat i on Requi r ement s

Have at l east one qual i f i ed super i nt endent , or compet ent al t er nat e, capabl e of r eadi ng, wr i t i ng, and conver si ng f l uent l y i n t he Engl i sh l anguage.

1. 2. 2 Super i nt endent Qual i f i cat i ons

The pr oj ect super i nt endent must have a mi ni mum of 10 year s exper i ence i n const r uct i on wi t h at l east 5 of t hose year s as a super i nt endent on pr oj ect s s i mi l ar i n s i ze and compl exi t y. The i ndi v i dual must be f ami l i ar wi t h t he r equi r ement s of EM 385- 1- 1.

1. 2. 3 Non- Compl i ance Act i ons

The Pr oj ect Super i nt endent i s subj ect t o r emoval by t he Cont r act i ng Of f i cer f or non- compl i ance wi t h r equi r ement s speci f i ed i n t he cont r act .

1. 3 PRECONSTRUCTION

Af t er awar d meet wi t h t he Cont r act i ng Of f i cer t o di scuss admi ni st r at i on of t he val ue engi neer i ng and saf et y pr ogr am, pr epar at i on of t he schedul e of pr i ces or ear ned val ue r epor t , shop dr awi ngs, and ot her submi t t al s.

1. 4 ELECTRONI C MAI L ( E- MAI L) ADDRESS

Est abl i sh and mai nt ai n el ect r oni c mai l ( e- mai l ) capabi l i t y .

PART 2 PRODUCTS

Not Used

PART 3 EXECUTI ON

Not Used - - End of Sect i on - -

SECTI ON 01 30 00 Page 1

SECTI ON 01 33 00

SUBMI TTAL PROCEDURES

PART 1 GENERAL

1. 1 DEFINITIONS

1. 1. 1 Submi t t al Descr i pt i ons ( SD)

Submi t t al s r equi r ement s ar e speci f i ed i n t he t echni cal sect i ons.

Submi t t al s ar e i dent i f i ed by Submi t t al Descr i pt i on ( SD) number s and t i t l es as f ol l ows:

SD- 01 Pr econst r uct i on Submi t t al s

Submi t t al s whi ch ar e r equi r ed pr i or t o st ar t of const r uct i on ( wor k) .

Cer t i f i cat es of i nsur ance

Sur et y bonds

Submi t t al r egi st er

Schedul e of pr i ces or Ear ned Val ue Repor t

Heal t h and saf et y pl an

Wor k pl an

SD- 02 Shop Dr awi ngs

SD- 03 Pr oduct Dat a

Cat al og cut s, i l l ust r at i ons, schedul es, di agr ams, per f or mance char t s, i nst r uct i ons and br ochur es i l l ust r at i ng s i ze, physi cal appear ance and ot her char act er i st i cs of mat er i al s, syst ems or equi pment f or some por t i on of t he wor k.

SD- 07 Cer t i f i cat es

St at ement s pr i nt ed on t he manuf act ur er ' s l et t er head and si gned by r esponsi bl e of f i c i al s of manuf act ur er of pr oduct , syst em or mat er i al at t est i ng t hat t he pr oduct , syst em, or mat er i al meet s speci f i cat i on r equi r ement s. Must be dat ed af t er awar d of pr oj ect cont r act and cl ear l y name t he pr oj ect .

Document r equi r ed of Cont r act or , or of a manuf act ur er , suppl i er , i nst al l er or Subcont r act or t hr ough Cont r act or . The document pur pose i s t o f ur t her pr omot e t he or der l y pr ogr essi on of a por t i on of t he wor k by document i ng pr ocedur es, accept abi l i t y of met hods, or per sonnel qualifications.

Conf i ned space ent r y per mi t s.

Text of post ed oper at i ng i nst r uct i ons.

SECTI ON 01 33 00 Page 1

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

Pr epr i nt ed mat er i al descr i bi ng i nst al l at i on of a pr oduct , syst em or mat er i al , i ncl udi ng speci al not i ces and ( MSDS) concer ni ng i mpedances, hazar ds and saf et y pr ecaut i ons.

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

Dat a t hat i s f ur ni shed by t he manuf act ur er , or t he syst em pr ovi der , t o t he equi pment oper at i ng and mai nt enance per sonnel , i ncl udi ng manuf act ur er ' s hel p and pr oduct l i ne document at i on necessar y t o mai nt ai n and i nst al l equi pment . Thi s dat a i s needed by oper at i ng and mai nt enance per sonnel f or t he saf e and ef f i c i ent oper at i on, mai nt enance and r epai r of t he i t em.

Thi s dat a i s i nt ended t o be i ncor por at ed i n an oper at i ons and mai nt enance manual or cont r ol syst em.

SD- 11 Cl oseout Submi t t al s

Document at i on t o r ecor d compl i ance wi t h t echni cal or admi ni st r at i ve r equi r ement s or t o est abl i sh an admi ni st r at i ve mechani sm.

Submi t t al s r equi r ed f or Gui di ng Pr i nci pl e Val i dat i on ( GPV) or Thi r d Par t y Cer t i f i cat i on ( TPC) .

Speci al r equi r ement s necessar y t o pr oper l y c l ose out a const r uct i on cont r act . For exampl e, Recor d Dr awi ngs and as- bui l t dr awi ngs. Al so, submi t t al r equi r ement s necessar y t o pr oper l y c l ose out a maj or phase of const r uct i on on a mul t i - phase cont r act .

1. 1. 2 Appr ovi ng Aut hor i t y

Of f i ce or desi gnat ed per son aut hor i zed t o appr ove submi t t al .

1. 1. 3 Work

As used i n t hi s sect i on, on- and of f - s i t e const r uct i on r equi r ed by cont r act document s, i ncl udi ng l abor necessar y t o pr oduce submi t t al s, except t hose SD- 01 Pr e- Const r uct i on Submi t t al s not ed above, const r uct i on, mat er i al s, pr oduct s, equi pment , and syst ems i ncor por at ed or t o be i ncor por at ed i n such construction.

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 QC appr oval .

Submi t t he f ol l owi ng i n accor dance wi t h t hi s sect i on.

SD- 01 Pr econst r uct i on Submi t t al s

Submi t t al Regi st er

1. 3 I NFORMATI ON ONLY SUBMI TTALS

Nor mal l y submi t t al s f or i nf or mat i on onl y wi l l not be r et ur ned. Appr oval of t he Cont r act i ng Of f i cer i s not r equi r ed on i nf or mat i on onl y submi t t al s.

The Gover nment r eser ves t he r i ght t o r equi r e t he Cont r act or t o r esubmi t any i t em f ound not t o compl y wi t h t he cont r act . Thi s does not r el i eve t he

SECTI ON 01 33 00 Page 2

Cont r act or f r om t he obl i gat i on t o f ur ni sh mat er i al conf or mi ng t o t he pl ans and speci f i cat i ons; wi l l not pr event t he Cont r act i ng Of f i cer f r om r equi r i ng r emoval and r epl acement of nonconf or mi ng mat er i al i ncor por at ed i n t he wor k.

1. 4 SUBMI TTAL REGI STER AND DATABASE

Pr epar e and mai nt ai n submi t t al r egi st er , as t he wor k pr ogr esses.

Col umn ( c) : Li s t s speci f i cat i on sect i on i n whi ch submi t t al i s required.

Col umn ( d) : Li s t s each submi t t al descr i pt i on ( SD No. and t ype,

e. g. SD- 02 Shop Dr awi ngs) r equi r ed i n each speci f i cat i on sect i on.

Col umn ( e) : Li s t s one pr i nci pal par agr aph i n speci f i cat i on sect i on wher e a mat er i al or pr oduct i s speci f i ed. Thi s l i s t i ng i s onl y t o f aci l i t at e l ocat i ng submi t t ed r equi r ement s. Do not consi der ent r i es i n col umn ( e) as l i mi t i ng pr oj ect r equi r ement s.

1. 4. 1 Act i on Codes

Ent r i es f or col umns ( j ) and ( o) , ar e t o be used ar e as f ol l ows ( ot her s may be pr escr i bed by Tr ansmi t t al For m) :

1. 4. 1. 1 Gover nment Revi ew Act i on Codes

" A" - " Appr oved as submi t t ed" ; " Compl et ed"

" B" - " Appr oved, except as not ed on dr awi ngs" ; " Compl et ed"

" C" - " Appr oved, except as not ed on dr awi ngs; r esubmi ssi on r equi r ed" ; " Resubmi t "

" D" - " Ret ur ned by separ at e cor r espondence" ; " Compl et ed"

" E" - " Di sappr oved ( See at t ached) " ; " Resubmi t "

" F" - " Recei pt acknowl edged" ; " Compl et ed"

" G" - " Ot her ( Speci f y) " ; " Resubmi t "

" X" - " Recei pt acknowl edged, does not compl y wi t h cont r act r equi r ement s" ; " Resubmi t "

1. 4. 1. 2 Cont r act or Act i on Codes

NR - Not Recei ved

AN - Appr oved as not ed

A - Appr oved

RR - Di sappr oved, Revi se, and Resubmi t

1. 4. 2 Copi es Del i ver ed t o t he Gover nment

Del i ver one copy of submi t t al r egi st er updat ed by Cont r act or t o Gover nment wi t h each i nvoi ce r equest . Del i ver i n el ect r oni c f or mat , unl ess a paper

SECTI ON 01 33 00 Page 3 copy i s r equest ed by Cont r act i ng Of f i cer .

1. 5 VARIATIONS

Var i at i ons f r om cont r act r equi r ement s r equi r e bot h Desi gner of Recor d ( DOR) and Gover nment appr oval pur suant t o cont r act Cl ause FAR 52. 236- 21 and wi l l be consi der ed wher e advant ageous t o Gover nment .

1. 5. 1 Consi der i ng Var i at i ons

Di scussi on wi t h Cont r act i ng Of f i cer pr i or t o submi ssi on, af t er consul t i ng wi t h t he DOR, wi l l hel p ensur e f unct i onal and qual i t y r equi r ement s ar e met and mi ni mi ze r ej ect i ons and r e- submi t t al s. When cont empl at i ng a var i at i on whi ch r esul t s i n l ower cost , consi der submi ssi on of t he var i at i on as a Val ue Engi neer i ng Change Pr oposal ( VECP) .

Speci f i cal l y poi nt out var i at i ons f r om cont r act r equi r ement s i n t r ansmi t t al l et t er s. Fai l ur e t o poi nt out devi at i ons may r esul t i n t he Gover nment r equi r i ng r ej ect i on and r emoval of such wor k at no addi t i onal cost t o t he Government.

1. 5. 2 Pr oposi ng Var i at i ons

When pr oposi ng var i at i on, del i ver wr i t t en r equest t o t he Cont r act i ng Of f i cer , wi t h document at i on of t he nat ur e and f eat ur es of t he var i at i on and why t he var i at i on i s desi r abl e and benef i c i al t o Gover nment , i ncl udi ng t he Desi gner of Recor d ( DOR) ' s wr i t t en anal ysi s and appr oval . I f l ower cost i s a benef i t , al so i ncl ude an est i mat e of t he cost savi ngs. I n addi t i on t o document at i on r equi r ed f or var i at i on, i ncl ude t he submi t t al s r equi r ed f or t he i t em. Cl ear l y mar k t he pr oposed var i at i on i n al l document at i on.

1. 5. 3 Revi ew Schedul e Ext ensi on

I n addi t i on t o nor mal submi t t al r evi ew per i od, a per i od of 10 wor ki ng days wi l l be al l owed f or consi der at i on by t he Gover nment of submi t t al s wi t h variations.

1. 6 GOVERNMENT APPROVI NG AUTHORI TY

When appr ovi ng aut hor i t y i s Cont r act i ng Of f i cer , t he Gover nment wi l l :

a. Not e dat e on whi ch submi t t al was r ecei ved f r om QC Manager .

b. Revi ew submi t t al s f or appr oval wi t hi n schedul i ng per i od speci f i ed and onl y f or conf or mance wi t h pr oj ect desi gn concept s and compl i ance wi t h cont r act document s.

c. I dent i f y r et ur ned submi t t al s wi t h one of t he act i ons def i ned i n par agr aph REVI EW NOTATI ONS and wi t h mar ki ngs appr opr i at e f or act i on indicated.

Upon compl et i on of r evi ew of submi t t al s r equi r i ng Gover nment appr oval , st amp and dat e submi t t al s.

1. 6. 1 Revi ew Not at i ons

Submi t t al s wi l l be r et ur ned t o t he Cont r act or wi t h t he f ol l owi ng not at i ons:

a. Submi t t al s mar ked " appr oved" or " accept ed" aut hor i ze t he Cont r act or t o

SECTI ON 01 33 00 Page 4 pr oceed wi t h t he wor k cover ed.

b. Submi t t al s mar ked " appr oved as not ed" or " appr oved, except as not ed, r esubmi t t al not r equi r ed, " aut hor i ze t he Cont r act or t o pr oceed wi t h t he wor k cover ed pr ovi ded he t akes no except i on t o t he cor r ect i ons.

c. Submi t t al s mar ked " not appr oved" or " di sappr oved, " or " r evi se and r esubmi t , " i ndi cat e noncompl i ance wi t h t he cont r act r equi r ement s or desi gn concept , or t hat submi t t al i s i ncompl et e. Resubmi t wi t h appr opr i at e changes. No wor k shal l pr oceed f or t hi s i t em unt i l r esubmi t t al i s appr oved.

1. 7 DI SAPPROVED OR REJECTED SUBMI TTALS

Make cor r ect i ons r equi r ed by t he Cont r act i ng Of f i cer . I f t he Cont r act or consi der s any cor r ect i on or not at i on on t he r et ur ned submi t t al s t o const i t ut e a change t o t he cont r act dr awi ngs or speci f i cat i ons; not i ce as r equi r ed under t he FAR cl ause ent i t l ed CHANGES, i s t o be gi ven t o t he Cont r act i ng Of f i cer . Cont r act or i s r esponsi bl e f or t he di mensi ons and desi gn of connect i on det ai l s and const r uct i on of wor k. Fai l ur e t o poi nt out devi at i ons may r esul t i n t he Gover nment r equi r i ng r ej ect i on and r emoval of such wor k at t he Cont r act or ' s expense.

I f changes ar e necessar y t o submi t t al s, make such r evi s i ons and submi ssi on of t he submi t t al s i n accor dance wi t h t he pr ocedur es above. No i t em of wor k r equi r i ng a submi t t al change i s t o be accompl i shed unt i l t he changed submi t t al s ar e appr oved.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTI ON

Not Used

- - End of Sect i on - -

SECTI ON 01 33 00 Page 5

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 2 PAGES

Repair Roof Column & Roll Up Door GSE Shed (S42)

01 33 00 SD-01 Preconstruction Submittals 1.4Submittal Register

01 78 00 SD-03 Product Data 1.4.1Warranty Management Plan 1.4.2Warranty Tags

SD-08 Manufacturer’s Instructions Instructions

05 50 13 SD-03 Product Data Window guards

2.3Angles and plates 07 14 00 SD-03 Product Data

2.1Fluid-Applied Membrane 2.2Membrane Primer

SD-11 Closeout Submittals 1.4Warranty

08 33 23 SD-02 Shop Drawings 2.2.1Overhead Coiling Doors

SD-03 Product Data 2.2.1Overhead Coiling Doors

SD-10 Operation and Maintenance Data

3.3.2Operation and Maintenance Manuals

SD-11 Closeout Submittals 3.3.1Warranty

09 97 13.27 SD-07 Certificates

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

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

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 2 PAGES

Repair Roof Column & Roll Up Door GSE Shed (S42)

09 97 13.27 Coating Work Plan 1.4.2.2Qualifications of Coating

Contractors 1.4.2.3Coating Materials 1.4.2.4Coating System Component

Compatibility SD-08 Manufacturer’s Instructions

1.5.1Coating System Instructions

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

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

SECTI ON 01 42 00

SOURCES FOR REFERENCE PUBLI CATI ONS

PART 1 GENERAL

1. 1 REFERENCES

Var i ous publ i cat i ons ar e r ef er enced i n ot her sect i ons of t he speci f i cat i ons t o est abl i sh r equi r ement s f or t he wor k. These r ef er ences ar e i dent i f i ed i n each sect i on by document number , dat e and t i t l e. The document number used i n t he c i t at i on i s t he number assi gned by t he st andar ds pr oduci ng or gani zat i on ( e. g. ASTM B564 St andar d Speci f i cat i on f or Ni ckel Al l oy For gi ngs) . However , when t he st andar ds pr oduci ng or gani zat i on has not assi gned a number t o a document , an i dent i f y i ng number has been assi gned f or r ef er ence pur poses.

1. 2 ORDERI NG I NFORMATI ON

The addr esses of t he st andar ds publ i shi ng or gani zat i ons whose document s ar e r ef er enced i n ot her sect i ons of t hese speci f i cat i ons ar e l i s t ed bel ow, and i f t he sour ce of t he publ i cat i ons i s di f f er ent f r om t he addr ess of t he sponsor i ng or gani zat i on, t hat i nf or mat i on i s al so pr ovi ded.

AMERI CAN SOCI ETY OF CI VI L ENGI NEERS ( ASCE)

1801 Al exander Bel l Dr i ve Rest on, VA 20191 Ph: 703- 295- 6300; 800- 548- 2723 E- mai l : member @asce. or g I nt er net : http://www.asce.org

AMERI CAN SOCI ETY OF SAFETY ENGI NEERS ( ASSE/ SAFE)

1800 East Oakt on St r eet Des Pl ai nes, I L 60018 Ph: 847- 699- 2929 I nt er net : http://www.asse.org

AMERI CAN WELDI NG SOCI ETY ( AWS)

13301 NW 47 Ave Mi ami , FL 33054

Ph: 888- WELDI NG, 305- 824- 1177, 305- 826- 6192 Fax: 305- 826- 6195 E- mai l : cust omer . ser vi ce@awspubs. com Internet: http://www.aws.org

ASME I NTERNATI ONAL ( ASME)

Two Par k Avenue, M/ S 10E New Yor k, NY 10016- 5990 Ph: 800- 843- 2763 Fax: 973- 882- 1717 E- mai l : cust omer car e@asme. or g I nt er net : http://www.asme.org

ASTM I NTERNATI ONAL ( ASTM)

100 Bar r Har bor Dr i ve, P. O. Box C700

SECTI ON 01 42 00 Page 1

West Conshohocken, PA 19428- 2959 Ph: 877- 909- 2786 I nt er net : http://www.astm.org

I NTERNATI ONAL ORGANI ZATI ON FOR STANDARDI ZATI ON ( I SO)

I SO Cent r al Secr et ar i at Chemi n de Bl andonnet 8 CP 401 - 1214 Ver ni er , Geneva Switzerland Ph: 41- 22- 749- 01- 11 Fax: 41- 22- 733- 34- 30 E- mai l : cent r al @i so. ch I nt er net : https://www.iso.org/contact-iso.html

MASTER PAI NTERS I NSTI TUTE ( MPI )

2800 I ngl et on Avenue Bur naby, BC CANADA V5C 6G7 Ph: 1- 888- 674- 8937 Fax: 1- 888- 211- 8708 E- mai l : i nf o@pai nt i nf o. com or t echser vi ces@mpi . net I nt er net : http://www.mpi.net/

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

800 Roosevel t Road, Bl dg C, Sui t e 312 Gl en El l yn, I L 60137 Ph: 630- 942- 6591 Fax: 630- 790- 3095 E- mai l : wl ewi s7@cox. net ( Wes Lewi s, t echni cal consul t ant ) I nt er net : http://www.naamm.org

SOCI ETY FOR PROTECTI VE COATI NGS ( SSPC)

40 24t h St r eet , 6t h Fl oor Pi t t sbur gh, PA 15222 Ph: 412- 281- 2331 Fax: 412- 281- 9992 E- mai l : i nf o@sspc. or g Internet: http://www.sspc.org

U. S. ARMY CORPS OF ENGI NEERS ( USACE)

CRD- C DOCUMENTS avai l abl e on I nt er net :

http://www.wbdg.org/ccb/browse_cat.php?c=68 Or der Ot her Document s f r om:

USACE Publ i cat i ons Depot At t n: CEHEC- I M- PD 2803 52nd Avenue Hyat t svi l l e, MD 20781- 1102 Ph: 301- 394- 0081 Fax: 301- 394- 0084 E- mai l : pubs- ar my@usace. ar my. mi l I nt er net : http://www.publications.usace.army.mil/ or http://www.hnc.usace.army.mil/Missions/Engineering/TECHINFO.aspx

U. S. DEPARTMENT OF DEFENSE ( DOD)

Or der DOD Document s f r om:

Room 3A750- The Pent agon 1400 Def ense Pent agon

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Washi ngt on, DC 20301- 1400 Ph: 703- 571- 3343

FAX: 215- 697- 1462

E- mai l : cust omer ser vi ce@nt i s. gov I nt er net : http://www.ntis.gov Obt ai n Mi l i t ar y Speci f i cat i ons, St andar ds and Rel at ed Publ i cat i ons from:

Acqui s i t i on St r eaml i ni ng and St andar di zat i on I nf or mat i on Syst em

(ASSIST)

Depar t ment of Def ense Si ngl e St ock Poi nt ( DODSSP) Document Aut omat i on and Pr oduct i on Ser vi ce ( DAPS) Bui l di ng 4/ D 700 Robbi ns Avenue Phi l adel phi a, PA 19111- 5094 Ph: 215- 697- 6396 - f or account / passwor d i ssues I nt er net : http://assist.daps.dla.mil/online/start/ ; account r egi st r at i on r equi r ed Obt ai n Uni f i ed Faci l i t i es Cr i t er i a ( UFC) f r om:

Whol e Bui l di ng Desi gn Gui de ( WBDG) Nat i onal I nst i t ut e of Bui l di ng Sci ences ( NI BS) 1090 Ver mont Avenue NW, Sui t e 700 Washi ngt on, CD 20005 Ph: 202- 289- 7800 Fax: 202- 289- 1092 I nt er net : http://www.wbdg.org/references/docs_refs.php

U. S. GENERAL SERVI CES ADMI NI STRATI ON ( GSA)

Gener al Ser vi ces Admi ni st r at i on 1275 Fi r st St . NE Washi ngt on, DC 20417 Ph: 202- 501- 1231 I nt er net : http://www.gsaelibrary.gsa.gov/ElibMain/home.do Obt ai n document s f r om:

Acqui s i t i on St r eaml i ni ng and St andar di zat i on I nf or mat i on Syst em

(ASSIST)

I nt er net : https://assist.dla.mil/online/start/ ; account r egi st r at i on r equi r ed

U. S. NATI ONAL ARCHI VES AND RECORDS ADMI NI STRATI ON ( NARA)

8601 Adel phi Road Col l ege Par k, MD 20740- 6001 Ph: 866- 272- 6272 Fax: 301- 837- 0483 Internet: http://www.archives.gov Or der document s f r om:

Super i nt endent of Document s U. S. Gover nment Pr i nt i ng Of f i ce ( GPO) 710 Nor t h Capi t ol St r eet , NW Washi ngt on, DC 20401 Ph: 202- 512- 1800 Fax: 202- 512- 2104 E- mai l : cont act cent er @gpo. gov I nt er net : http://www.gpoaccess.gov

PART 2 PRODUCTS

Not used

SECTI ON 01 42 00 Page 3

PART 3 EXECUTI ON

Not used

SECTI ON 01 42 00 Page 4

SECTI ON 01 78 00

CLOSEOUT SUBMI TTALS

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 E1971 ( 2005; R 2011) St ewar dshi p f or t he Cl eani ng of Commer ci al and I nst i t ut i onal Buildings

1. 2 DEFINITIONS

1. 2. 1 As- Bui l t Dr awi ngs

As- bui l t dr awi ngs ar e devel oped and mai nt ai ned by t he Cont r act or and depi ct act ual condi t i ons, i ncl udi ng devi at i ons f r om t he Cont r act Document s.

Mai nt ai n t he as- bui l t ' s t hr oughout const r uct i on as r ed- l i ned har d copi es on site and r ed- l i ned PDF f i l es. .

1. 2. 2 Recor d Dr awi ngs

The r ecor d dr awi ngs ar e t he f i nal compi l at i on of act ual condi t i ons r ef l ect ed i n t he as- bui l t dr awi ngs.

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:

SD- 03 Pr oduct Dat a

War r ant y Management Pl an War r ant y Tags

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

Post ed I nst r uct i ons

1. 4 WARRANTY MANAGEMENT

1. 4. 1 War r ant y Management Pl an

Devel op a war r ant y management pl an whi ch cont ai ns i nf or mat i on r el evant t o t he c l ause War r ant y of Const r uct i on I ncl ude wi t hi n t he war r ant y management pl an , but not l i mi t ed t o, t he f ol l owi ng:

a. Rol es and r esponsi bi l i t i es of al l per sonnel associ at ed wi t h t he war r ant y pr ocess.

b. Fur ni sh wi t h each war r ant y t he name, addr ess, and t el ephone number of

SECTI ON 01 78 00 Page 1 each of t he guar ant or ' s r epr esent at i ves near est t o t he pr oj ect l ocat i on.

1. 4. 2 War r ant y Tags

At t he t i me of i nst al l at i on, t ag each war r ant ed i t em wi t h a dur abl e, oi l and wat er r esi st ant t ag appr oved by t he Cont r act i ng Of f i cer . At t ach each t ag wi t h a copper wi r e and spr ay wi t h a s i l i cone wat er pr oof coat i ng.

Show t he f ol l owi ng i nf or mat i on on t he t ag.

Type of pr oduct / mat er i al

Model number

Ser i al number

Cont r act number

War r ant y per i od f r om/ t o

PART 2 PRODUCTS

PART 3 EXECUTI ON

3. 1 CLEANUP

Pr ovi de f i nal c l eani ng i n accor dance wi t h ASTM E1971 and submi t t wo copi es of t he l i s t i ng of compl et ed f i nal c l ean- up i t ems. Leave pr emi ses " br oom clean."

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SECTI ON 05 50 13

MI SCELLANEOUS METAL FABRI CATI ONS

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 SOCI ETY OF SAFETY ENGI NEERS ( ASSE/ SAFE)

ASSE/ SAFE A10. 3 ( 2013) Oper at i ons - Saf et y Requi r ement s f or Powder Act uat ed Fast eni ng Syst ems

AMERI CAN WELDI NG SOCI ETY ( AWS)

AWS D1. 1/ D1. 1M ( 2010; Er r at a 2011) St r uct ur al Wel di ng Code - St eel

ASME I NTERNATI ONAL ( ASME)

ASME B18. 2. 1 ( 2012; Er r at a 2013) Squar e and Hex Bol t s and Scr ews ( I nch Ser i es)

ASME B18. 2. 2 ( 2010) 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)

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

ASME B18. 6. 2 ( 1998; R 2010) Sl ot t ed Head Cap Scr ews, Squar e Head Set Scr ews, and Sl ot t ed Headl ess Set Scr ews: I nch Ser i es

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

ASTM I NTERNATI ONAL ( ASTM)

ASTM A123/ A123M ( 2013) 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 ( 2009) 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) St andar d Speci f i cat i on f or Car bon St eel Bol t s and St uds, 60 000 PSI Tensi l e Strength

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

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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 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 A572/ A572M ( 2015) St andar d Speci f i cat i on f or Hi gh- St r engt h Low- Al l oy Col umbi um- Vanadi um St r uct ur al St eel

ASTM A653/ A653M ( 2013) 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 A924/ A924M ( 2014) St andar d Speci f i cat i on f or Gener al Requi r ement s f or St eel Sheet , Met al l i c- Coat ed by t he Hot - Di p Pr ocess

ASTM C1513 ( 2013) St andar d Speci f i cat i on f or St eel Tappi ng Scr ews f or Col d- For med St eel Fr ami ng Connect i ons

ASTM D1187/ D1187M ( 1997; E 2011; R 2011) Asphal t - Base Emul si ons f or Use as Pr ot ect i ve Coat i ngs f or Met al

MASTER PAI NTERS I NSTI TUTE ( MPI )

MPI 79 ( Oct 2009) Al kyd Ant i - Cor r osi ve Met al Primer

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

NAAMM MBG 531 ( 2009) Met al Bar Gr at i ng Manual

SOCI ETY FOR PROTECTI VE COATI NGS ( SSPC)

SSPC SP 3 ( 1982; E 2004) Power Tool Cl eani ng

SSPC SP 6/ NACE No. 3 ( 2007) Commer ci al Bl ast Cl eani ng

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:

SD- 03 Pr oduct Dat a

Wi ndow guar ds

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Angl es and pl at es

1. 3 QUALI FI CATI ON OF WELDERS

Qual i f y wel der s i n accor dance wi t h AWS D1. 1/ D1. 1M. Use pr ocedur es, mat er i al s, and equi pment of t he t ype r equi r ed f or t he wor k.

1. 4 DELI VERY, STORAGE, AND PROTECTI ON

Pr ot ect f r om cor r osi on, def or mat i on, and ot her t ypes of damage. St or e i t ems i n an encl osed ar ea f r ee f r om cont act wi t h soi l and weat her . Remove and r epl ace damaged i t ems wi t h new i t ems.

PART 2 PRODUCTS

2. 1 MATERIALS

2. 1. 1 St r uct ur al Car bon St eel

ASTM A36/ A36M and ASTM A572/ A572M. Gr . 50 ( as speci f i ed on dr awi ngs) .

2. 1. 2 St r uct ur al Tubi ng

ASTM A500/ A500M.

2. 1. 3 St eel Pi pe

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

2. 1. 4 Fi t t i ngs f or St eel Pi pe

St andar d mal l eabl e i r on f i t t i ngs ASTM A47/ A47M.

2. 1. 5 Gratings

a. Met al pl ank gr at i ng, non- sl i p r equi r ement ; st eel ASTM A653/ A653M, G90.

b. Met al bar t ype gr at i ng NAAMM MBG 531.

2. 1. 6 Anchor Bol t s

ASTM A36/ A36M. Wher e exposed, shal l be of t he same mat er i al , col or , and f i ni sh as t he met al t o whi ch appl i ed.

2. 1. 6. 1 Expansi on Anchor s and Adhesi ve Anchor s

Pr ovi de anchor s as speci f i ed on dr awi ngs.

2. 1. 6. 2 Lag Scr ews and Bol t s

ASME B18. 2. 1, t ype and gr ade best sui t ed f or t he pur pose.

2. 1. 6. 3 Toggl e Bol t s

ASME B18. 2. 1.

2. 1. 6. 4 Bol t s, Nut s, St uds and Ri vet s

ASME B18. 2. 2 or ASTM A307.

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2. 1. 6. 5 Powder Act uat ed Fast ener s

Fol l ow saf et y pr ovi s i ons of ASSE/ SAFE A10. 3.

2. 1. 6. 6 Screws

ASME B18. 2. 1, ASME B18. 6. 2, ASME B18. 6. 3 and ASTM C1513.

2. 1. 6. 7 Washers

Pr ovi de pl ai n washer s t o conf or m t o ASME B18. 21. 1. Pr ovi de bevel ed washer s f or Amer i can St andar d beams and channel s, squar e or r ect angul ar , t aper ed i n t hi ckness, and smoot h. Pr ovi de l ock washer s t o conf or m t o ASME B18. 21. 1.

2. 2 FABRI CATI ON FI NI SHES

2. 2. 1 Galvanizing

Hot - di p gal vani ze i t ems speci f i ed t o be z i nc- coat ed, af t er f abr i cat i on wher e pr act i cabl e. Gal vani z i ng: ASTM A123/ A123M, ASTM A153/ A153M, ASTM A653/ A653M or ASTM A924/ A924M, G90, as appl i cabl e.

2. 2. 2 Galvanize

Anchor bol t s, gr at i ng f ast ener s, washer s, and par t s or devi ces necessar y f or pr oper i nst al l at i on, unl ess i ndi cat ed ot her wi se.

2. 2. 3 Shop Cl eani ng and Pai nt i ng

2. 2. 3. 1 Sur f ace Pr epar at i on

Bl ast c l ean sur f aces i n accor dance wi t h SSPC SP 6/ NACE No. 3. Sur f aces t hat wi l l be exposed i n spaces above cei l i ng or i n at t i c spaces, cr awl spaces, f ur r ed spaces, and chases may be c l eaned i n accor dance wi t h SSPC SP 3 i n l i eu of bei ng bl ast c l eaned. Wash cl eaned sur f aces whi ch become cont ami nat ed wi t h r ust , di r t , oi l , gr ease, or ot her cont ami nant s wi t h sol vent s unt i l t hor oughl y c l ean. St eel t o be embedded i n concr et e shal l be f r ee of di r t and gr ease. Do not pai nt or gal vani ze bear i ng sur f aces, i ncl udi ng cont act sur f aces wi t hi n s l i p cr i t i cal j oi nt s, but coat wi t h r ust pr event at i ve appl i ed i n t he shop.

2. 2. 3. 2 Pr et r eat ment , Pr i mi ng and Pai nt i ng

Appl y pr et r eat ment , pr i mer , and pai nt i n accor dance wi t h manuf act ur er ' s pr i nt ed i nst r uct i ons. On sur f aces conceal ed i n t he f i ni shed const r uct i on or not accessi bl e f or f i ni sh pai nt i ng, appl y an addi t i onal pr i me coat t o a mi ni mum dr y f i l m t hi ckness of 1. 0 mi l . Ti nt addi t i onal pr i me coat wi t h a smal l amount of t i nt i ng pi gment .

2. 2. 4 Nonf er r ous Met al Sur f aces

Pr ot ect by pl at i ng, anodi c, or or gani c coat i ngs.

2. 3 MI SCELLANEOUS PLATES AND SHAPES

Pr ovi de f or i t ems t hat do not f or m a par t of t he st r uct ur al st eel f r amewor k, such as l i nt el s, s i l l angl es, pl at es and angl es f or st r uct ur al r epai r s, mi scel l aneous mount i ngs and f r ames. Pr ovi de wi t h connect i ons and

SECTI ON 05 50 13 Page 4 f ast ener s and wel ds. Const r uct t o have at l east 8 i nches bear i ng on masonr y at each end.

Pr ovi de angl es and pl at es, ASTM A36/ A36M or ASTM A572/ A572M, Gr . 50, f or use as i ndi cat ed. Gal vani ze embedded i t ems exposed t o t he el ement s accor di ng t o ASTM A123/ A123M.

PART 3 EXECUTI ON

3. 1 GENERAL I NSTALLATI ON REQUI REMENTS

I nst al l i t ems at l ocat i ons i ndi cat ed, accor di ng t o manuf act ur er ' s i nst r uct i ons. Ver i f y al l measur ement s and t ake al l f i el d measur ement s necessar y bef or e f abr i cat i on. Exposed f ast eni ngs shal l be compat i bl e mat er i al s, shal l gener al l y mat ch i n col or and f i ni sh, and har moni ze wi t h t he mat er i al t o whi ch f ast eni ngs ar e appl i ed.

3. 2 WORKMANSHIP

Pr ovi de mi scel l aneous met al wor k t hat i s wel l f or med t o shape and si ze, wi t h shar p l i nes and angl es and t r ue cur ves. Dr i l l i ng and punchi ng shal l pr oduce cl ean t r ue l i nes and sur f aces. Pr ovi de cont i nuous wel di ng al ong t he ent i r e ar ea of cont act except wher e t ack wel di ng i s per mi t t ed.

3. 3 ANCHORAGE, FASTENI NGS, AND CONNECTI ONS

Pr ovi de anchor age wher e necessar y f or f ast eni ng mi scel l aneous met al i t ems secur el y i n pl ace.

3. 4 WELDING

Per f or m wel di ng, wel di ng i nspect i on, and cor r ect i ve wel di ng, i n accor dance with AWS D1. 1/ D1. 1M. Use cont i nuous wel ds on al l exposed connect i ons.

Gr i nd v i s i bl e wel ds smoot h i n t he f i ni shed i nst al l at i on.

3. 5 FINISHES

3. 5. 1 Di ssi mi l ar Mat er i al s

Wher e di ssi mi l ar met al s ar e i n cont act , pr ot ect sur f aces wi t h a coat conf or mi ng t o MPI 79 t o pr event gal vani c or cor r osi ve act i on. Wher e al umi num i s i n cont act wi t h concr et e, pl ast er , mor t ar , masonr y, wood, or absor pt i ve mat er i al s subj ect t o wet t i ng, pr ot ect wi t h ASTM D1187/ D1187M, asphal t - base emul si on.

3. 5. 2 Fi el d Pr epar at i on

Remove r ust pr event i ve coat i ng j ust pr i or t o f i el d er ect i on, usi ng a r emover appr oved by t he r ust pr event i ve manuf act ur er . Sur f aces, when assembl ed, shal l be f r ee of r ust , gr ease, di r t and ot her f or ei gn mat t er .

3. 5. 3 Envi r onment al Condi t i ons

Do not c l ean or pai nt sur f ace when damp or exposed t o f oggy or r ai ny weat her , when met al l i c sur f ace t emper at ur e i s l ess t han 5 degr ees F above t he dew poi nt of t he sur r oundi ng ai r , or when sur f ace t emper at ur e i s bel ow 45 degr ees F or over 95 degr ees F, unl ess appr oved by t he Cont r act i ng Officer.

SECTI ON 05 50 13 Page 5

3. 6 COVER PLATES AND FRAMES

I nst al l t he t ops of cover pl at es and f r ames f l ush wi t h f l oor .

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SECTI ON 07 14 00

FLUI D- APPLI ED WATERPROOFI NG

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 C836/ C836M ( 2015) Hi gh Sol i ds Cont ent , Col d Li qui d- Appl i ed El ast omer i c Wat er pr oof i ng Membr ane f or Use Wi t h Separ at e Wear i ng Course

1. 2 SUBMITTALS

Gover nment appr oval i s r equi r ed f or submi t t al s:

SD- 03 Pr oduct Dat a

Fl ui d- Appl i ed Membr ane

Membr ane Pr i mer

SD- 11 Cl oseout Submi t t al s

Warranty

I ncl ude copi es of Saf et y Dat a Sheet s f or mai nt enance/ r epai r materials.

1. 3 ENVI RONMENTAL CONDI TI ONS

Appl y mat er i al s when ambi ent t emper at ur e i s 40 degr ees F or above f or a per i od of 24 hour s pr i or t o t he appl i cat i on and when t her e i s no i ce, f r ost , sur f ace moi st ur e, or v i s i bl e dampness on t he subst r at e sur f ace.

1. 4 WARRANTY

Pr ovi de r oof syst em mat er i al and wor kmanshi p war r ant i es meet i ng speci f i ed r equi r ement s. Pr ovi de r evi s i ons or amendment t o st andar d membr ane manuf act ur er war r ant y t o compl y wi t h t he speci f i ed r equi r ement s. Mi ni mum manuf act ur er war r ant y shal l have no dol l ar l i mi t , cover f ul l syst em wat er - t i ght ness, and shal l have a mi ni mum dur at i on of 5 year s.

1. 4. 1 Roof i ng Syst em I nst al l er War r ant y

The r oof syst em i nst al l er must war r ant f or a mi ni mum per i od of t wo year s t hat t he r oof syst em, as i nst al l ed, i s f r ee f r om def ect s i n i nst al l at i on wor kmanshi p, t o i ncl ude t he r oof membr ane, f l ashi ng, i nsul at i on, accessor i es, at t achment s, and sheet met al i nst al l at i on i nt egr al t o a compl et e wat er t i ght r oof syst em assembl y. Wr i t e t he war r ant y di r ect l y t o

SECTI ON 07 14 00 Page 1 t he Gover nment . The r oof syst em i nst al l er i s r esponsi bl e f or cor r ect i on of def ect i ve wor kmanshi p and r epl acement of damaged or af f ect ed mat er i al s.

The r oof syst em i nst al l er i s r esponsi bl e f or al l cost s associ at ed wi t h t he r epai r or r epl acement wor k.

PART 2 PRODUCTS

2. 1 FLUI D- APPLI ED MEMBRANE

ASTM C836/ C836M.

2. 2 MEMBRANE PRI MER

As r ecommended by t he f l ui d- appl i ed membr ane manuf act ur er unl ess speci f i cal l y pr ohi bi t ed by t he manuf act ur er of t he f l ui d- appl i ed membr ane.

PART 3 EXECUTI ON

3. 1 PREPARATION

Coor di nat e wor k wi t h t hat of ot her t r ades t o ensur e t hat component s t o be i ncor por at ed i nt o t he wat er pr oof i ng syst em ar e avai l abl e when needed.

I nspect and appr ove sur f aces i mmedi at el y bef or e appl i cat i on of wat er pr oof i ng mat er i al s. Remove l ai t ance, l oose aggr egat e, shar p pr oj ect i ons, gr ease, oi l , di r t , cur i ng compounds, and ot her cont ami nant s whi ch coul d adver sel y af f ect t he compl et e bondi ng of t he f l ui d- appl i ed membr ane t o t he concr et e sur f ace.

3. 1. 1 Priming

Pr i me sur f aces t o r ecei ve f l ui d- appl i ed wat er pr oof i ng membr ane. Appl y pr i mer as r equi r ed by membr ane manuf act ur er ' s pr i nt ed i nst r uct i ons.

3. 2 APPLICATION

Over pr i med sur f aces, pr ovi de a uni f or m, wet , monol i t hi c coat i ng of f l ui d- appl i ed membr ane, 15 mi l s t hi ck, pl us or mi nus 5 mi l s by f ol l owi ng manuf act ur er ' s pr i nt ed i nst r uct i ons. Appl y mat er i al by t r owel , squeegee, r ol l er , br ush, spr ay appar at us, or ot her met hod r ecommended by membr ane manuf act ur er . Check wet f i l m t hi ckness as speci f i ed i n par agr aph ent i t l ed " Fi l m Thi ckness" and adj ust appl i cat i on r at e as necessar y t o pr ovi de a uni f or m coat i ng of t he t hi ckness speci f i ed. Wher e possi bl e, mar k of f sur f ace t o be coat ed i n equal uni t s t o f aci l i t at e pr oper cover age. At expansi on j oi nt s, cont r ol j oi nt s, pr epar ed cr acks, f l ashi ng, and t er mi nat i ons, car r y membr ane over pr ef or med el ast omer i c sheet i n a uni f or m 60 mi l t hi ck, pl us or mi nus 5 mi l s, wet t hi ckness t o pr ovi de a monol i t hi c coat i ng. I f membr ane cur es bef or e next appl i cat i on, wi pe pr evi ousl y appl i ed membr ane wi t h a sol vent t o r emove di r t and dust t hat coul d i nhi bi t adhesi on of over l appi ng membr ane coat . Use sol vent r ecommended by t he membr ane manuf act ur er , as appr oved.

3. 3 FI ELD QUALI TY CONTROL

3. 3. 1 Fi l m Thi ckness

Measur e wet f i l m t hi ckness ever y 100 squar e f eet dur i ng appl i cat i on by pl aci ng f l at met al pl at es on t he subst r at e or usi ng a mi l - t hi ckness gage especi al l y manuf act ur ed f or t he pur pose.

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OVERHEAD COI LI NG DOORS

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 SOCI ETY OF CI VI L ENGI NEERS ( ASCE)

ASCE 7 ( 2017) Mi ni mum Desi gn Loads f or Bui l di ngs and Ot her St r uct ur es

ASTM I NTERNATI ONAL ( ASTM)

ASTM 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 A27/ A27M ( 2017) 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 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 A48/ A48M ( 2003; R 2012) St andar d Speci f i cat i on f or Gr ay 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 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 A666 ( 2015) St andar d Speci f i cat i on f or Anneal ed or Col d- Wor ked Aust eni t i c St ai nl ess St eel Sheet , St r i p, Pl at e and Fl at Bar

ASTM A780/ A780M ( 2009; R 2015) St andar d Pr act i ce f or Repai r of Damaged and Uncoat ed Ar eas of Hot - Di p Gal vani zed Coat i ngs

ASTM A924/ A924M ( 2017a) St andar d Speci f i cat i on f or Gener al Requi r ement s f or St eel Sheet , Met al l i c- Coat ed by t he Hot - Di p Pr ocess

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ASTM B221 ( 2014) St andar d Speci f i cat i on f or Al umi num and Al umi num- Al l oy Ext r uded Bar s, Rods, Wi r e, Pr of i l es, and Tubes

ASTM D2000 ( 2012; R 2017) St andar d Cl assi f i cat i on Syst em f or Rubber Pr oduct s i n Aut omot i ve Applications

ASTM E330/ E330M ( 2014) St r uct ur al Per f or mance of Ext er i or Wi ndows, Door s, Skyl i ght s and Cur t ai n Wal l s by Uni f or m St at i c Ai r Pr essur e Difference

ASTM F568M ( 2007) St andar d Speci f i cat i on f or Car bon and Al l oy St eel Ext er nal l y Thr eaded Met r i c Fasteners

1. 2 SUBMITTALS

Gover nment appr oval i s r equi r ed f or 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

Over head Coi l i ng Door s

SD- 03 Pr oduct Dat a

Over head Coi l i ng Door s

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

Oper at i on and Mai nt enance Manual s

SD- 11 Cl oseout Submi t t al s

Warranty

1. 3 QUALI TY CONTROL

1. 4 DELI VERY, STORAGE, AND HANDLI NG

Del i ver door s t o t he j obsi t e wr apped i n a pr ot ect i ve cover i ng wi t h t he br ands and names cl ear l y mar ked t her eon. St or e door s i n an adequat el y vent i l at ed dr y l ocat i on t hat i s f r ee f r om di r t and dust , wat er , or ot her cont ami nant s. St or e i n a manner t hat per mi t s easy access f or i nspect i on and handl i ng.

PART 2 PRODUCTS

2. 1 SYSTEM DESCRI PTI ON

Door s t o be coi l i ng t ype, wi t h i nt er l ocki ng s l at s, compl et e wi t h anchor i ng and door har dwar e, gui des, hood, and oper at i ng mechani sms, and desi gned f or use on openi ngs as i ndi cat ed. Use gr ease- seal ed or sel f - l ubr i cat i ng bear i ngs f or r ot at i ng member s.

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2. 1. 1 Per f or mance Requi r ement s

2. 1. 1. 1 Wi nd Loadi ng

Desi gn and f abr i cat e door assembl y t o wi t hst and t he wi nd l oadi ng pr essur e of at l east 60 pounds per squar e f oot wi t h a maxi mum def l ect i on of 1/ 120 of t he openi ng wi dt h. Pr ovi de t est dat a showi ng compl i ance wi t h ASTM E330/ E330M. Sound engi neer i ng pr i nci pl es may be used t o i nt er pol at e or ext r apol at e t est r esul t s t o door s i zes not speci f i cal l y t est ed. Ensur e compl et e assembl y meet s or exceeds t he r equi r ement s of ASCE 7.

2. 1. 1. 2 Oper at i onal Cycl e Li f e

Desi gn al l por t i ons of t he door , har dwar e and oper at i ng mechani sm t hat ar e subj ect t o movement , wear , or st r ess f at i gue t o oper at e t hr ough a mi ni mum number of 10 cycl es per day. One compl et e cycl e of door oper at i on i s def i ned as when t he door i s i n t he c l osed posi t i on, moves t o t he f ul l y open posi t i on, and r et ur ns t o t he c l osed posi t i on.

2. 2 COMPONENTS

2. 2. 1 Over head Coi l i ng Door s

2. 2. 1. 1 Cur t ai n Mat er i al s and Const r uct i on

Fabr i cat e door s f r om i nt er l ocki ng col d- r ol l ed s l at s, wi t h sect i on pr of i l es as speci f i ed, desi gned t o wi t hst and t he speci f i ed wi nd l oadi ng. Ensur e t he pr ovi ded sl at s ar e cont i nuous wi t hout spl i ces f or t he wi dt h of t he door .

2. 2. 1. 2 Cur t ai n Bot t om Bar

I nst al l cur t ai n bot t om bar s as pai r s of angl es f r om t he manuf act ur er ' s st andar d st eel , st ai nl ess and al umi num ext r usi ons not l ess t han 2. 0 by

2. 0- i nches by 0. 188- i nch. Ensur e st eel ext r usi ons conf or m t o ASTM A36/ A36M.

St ai nl ess st eel ext r usi ons conf or mi ng t o ASTM A666, Type 304. Al umi num ext r usi ons conf or mi ng t o ASTM B221. Gal vani ze angl es and f ast ener s i n accor dance wi t h ASTM A653/ A653M and ASTM A924/ A924M. Coat wel ds and abr asi ons wi t h pai nt conf or mi ng t o ASTM A780/ A780M.

2. 2. 1. 3 Weat her St r i ppi ng

Ensur e weat her - st r i ppi ng at t he door - head and j amb i s 1/ 8- i nch t hi ck sheet of nat ur al or neopr ene r ubber wi t h ai r baf f l es. Secur e weat her st r i ppi ng t o t he i nsi des of hoods wi t h gal vani zed- st eel f ast ener s t hr ough cont i nuous gal vani zed- st eel pr essur e bar s at l east 5/ 8- i nch wi de and 1/ 8- i nch t hi ck.

Ensur e t hr eshol d weat her - st r i ppi ng i s 1/ 8- i nch t hi ck sheet nat ur al or neopr ene r ubber secur ed t o t he bot t om bar s.

Pr ovi de weat her - st r i ppi ng of nat ur al or neopr ene r ubber conf or mi ng t o

ASTM D2000.

2. 2. 1. 4 Locki ng Devi ces

Ensur e s l i de bol t engages t hr ough sl ot s i n t r acks f or l ocki ng by padl ock, l ocat ed on bot h l ef t and r i ght j amb si des, oper abl e f r om coi l s i de.

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2. 2. 1. 5 Saf et y I nt er l ock

Equi p power - oper at ed door s wi t h saf et y i nt er l ock swi t ch t o di sengage power suppl y when door i s l ocked.

2. 2. 2 Hardware

Ensur e al l har dwar e conf or ms t o ASTM A153/ A153M, ASTM A307, ASTM F568M, and

ASTM A27/ A27M.

2. 2. 2. 1 Guides

Fabr i cat e cur t ai n j amb gui des f r om t he manuf act ur er ' s st andar d angl es or channel s of same mat er i al and f i ni sh as cur t ai n s l at s unl ess ot her wi se i ndi cat ed. Pr ovi de gui des wi t h suf f i c i ent dept h and st r engt h t o r et ai n cur t ai n, and t o wi t hst and l oadi ng. Ensur e cur t ai n oper at es smoot hl y. Sl ot bol t hol es f or t r ack adj ust ment .

2. 2. 2. 2 Equi pment Suppor t s

Fabr i cat e door - oper at i ng equi pment suppor t s f r om t he manuf act ur er ' s st andar d st eel shapes and pl at es conf or mi ng t o ASTM A36/ A36M, gal vani zed i n accor dance wi t h ASTM A653/ A653M and ASTM A924/ A924M. Si ze t he shapes and pl at es i n accor dance wi t h t he i ndust r y st andar ds f or t he s i ze, wei ght , and t ype of door i nst al l at i on.

2. 2. 2. 3 Hood

Pr ovi de a hood wi t h a mi ni mum 24- gauge sheet met al , f l anged at t op f or at t achment t o header and f l anged at bot t om t o pr ovi de l ongi t udi nal st i f f ness. The hood encl oses t he cur t ai n coi l and count er bal ance mechani sm.

2. 2. 3 Count er bal anci ng Mechani sm

Count er bal ance door s by means of manuf act ur er ' s st andar d mechani sm wi t h an adj ust abl e- t ensi on, st eel hel i cal t or s i on spr i ng mount ed, ar ound a st eel shaf t and cont ai ned i n a spr i ng bar r el connect ed t o t op of cur t ai…