Central Park Restroom Building. - Arnell-Westarnell-west.com/wp-content/uploads/2017/01/South-Salt... · 2017-01-18 · Central Park Restroom Building South Salt Lake City 2797 South

Central Park Restroom Building

So uth Sa lt Lake City

2797 So uth 200 East

So uth Sa lt Lake City, UT 84115

Central Park Restroom Building. 2797 So uth 200 East

So uth Sa lt Lake City Utah 84115

OWNER So uth Salt Lake City

220 East Mo rris Ave nue

STE 200


ARCHITECT Arc hite c t Pro je c t No . 12-1128-014.

Carbo n Arc hite c ts.

2444 Washingto n Blvd. STE 200

Ogde n, UT 84401

Pho ne : 801-668-4241

dan@c arbo narc hite c ts.us

c arbo narc hite c ts.us

Issue d: January 9, 2017



2797 South 200 East

South Salt Lake City, UT 84115

TABLE OF CONTENTS 013300 SUBMITTAL PROCEDURES

015000 TEMPORARY FACILITIES AND CONTROLS

017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

017700 CLOSEOUT PROCEDURES

017839 PROJECT RECORD DOCUMENTS

024119 SELECTIVE DEMOLITION

033000 CAST-IN-PLACE CONCRETE

040110 MASONRY CLEANING

042200 CONCRETE UNIT MASONRY

051200 STURCTURAL STEEL FRAMING

051213 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL FRAMING

061000 ROUGH CARPENTRY

061600 SHEATHING

071113 BITUMINOUS DAMP PROOFING

074113 FORMED METAL ROOF PANELS

074213 FORMED METAL WALL PANELS

075423 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING

083323 OVERHEAD COILING DOORS

099113 EXTERIOR PAINTING

099600 HIGH PERFORMANCE COATINGS

102800 TOILET ACCESSORIES





SECTION 01 3300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Se c tio n inc lude s re quire me nts fo r the submittal sc he dule and administrative

and pro c e dural re quire me nts fo r submitting Sho p Drawings, Pro duc t Data ,

Sample s, and o the r submittals.

B. Re late d Re quire me nts:

1. Se c tio n 01 7839 "Pro je c t Re c o rd Do c ume nts" fo r submitting re c o rd

Drawings, re c o rd Spe c ific atio ns, and re c o rd Pro duc t Data .

1.2 DEFINITIONS

A. Ac tio n Submittals: Writte n and graphic info rmatio n and physic al sample s that

re quire Arc hite c t's and Co nstruc tio n Manage r's re spo nsive ac tio n.

B. Info rmatio nal Submittals: Writte n and graphic info rmatio n and physic al sample s

that do no t re quire Arc hite c t's and Co nstruc tio n Manage r's re spo nsive ac tio n.

Submittals may be re je c te d fo r no t c o mplying with re quire me nts.

1.3 ACTION SUBMITTALS

A. Submittal Sc he dule : Submit a sc he dule o f submittals, arrange d in c hro no lo g ic al

o rde r by date s re quire d by c o nstruc tio n sc he dule . Inc lude time re quire d fo r

re vie w, o rde ring , manufac turing , fabric atio n, and de live ry whe n e stab lishing

date s. Inc lude additio na l time re quire d fo r making c o rre c tio ns o r re visio ns to

submittals no te d by Arc hite c t and Co nstruc tio n Manage r and additio nal time

fo r handling and re vie wing submitta ls re quire d by tho se c o rre c tio ns.

1.4 SUBMITTAL ADMINISTRATIVE REQUIREMENTS

A. Arc hite c t's Dig ital Data File s: Ele c tro nic c o pie s o f dig ital data file s o f the

Co ntrac t Drawings will be pro vide d by Arc hite c t fo r Co ntrac to r's use in

pre paring submittals.

1. Arc hite c t will furnish Co ntrac to r o ne se t o f dig ital data drawing file s o f the

Co ntrac t Drawings fo r use in pre paring Sho p Drawings and Pro je c t re c o rd

drawings.





a . Arc hite c t make s no re pre se ntatio ns as to the ac c urac y o r

c o mple te ne ss o f dig ita l data drawing file s as the y re late to the

Co ntrac t Drawings.

b . Co ntrac to r shall e xe c ute a data lic e nsing agre e me nt in the fo rm o f

Agre e me nt fo rm ac c e ptable to Owne r and Arc hite c t.

B. Co o rdinatio n: Co o rdinate pre paratio n and pro c e ssing o f submittals with

pe rfo rmanc e o f c o nstruc tio n ac tivitie s.

1. Co o rdinate e ac h submittal with fabric atio n, purc hasing , te sting , de live ry,

o the r submitta ls, and re late d ac tivitie s that re quire se que ntial ac tivity.

2. Co o rdinate transmittal o f diffe re nt type s o f submitta ls fo r re la te d parts o f

the Wo rk so pro c e ssing will no t be de laye d be c ause o f ne e d to re vie w

submittals c o nc urre ntly fo r c o o rdinatio n.

a . Arc hite c t re se rve s the right to withho ld ac tio n o n a submittal

re quiring c o o rdinatio n with o the r submittals until re la te d submittals

are re c e ive d.

C. Pro c e ssing Time : Allo w time fo r submittal re vie w, inc luding time fo r re submittals,

as fo llo ws. Time fo r re vie w shall c o mme nc e o n Arc hite c t's re c e ipt o f submittal.

No e xte nsio n o f the Co ntrac t Time will be autho rize d be c ause o f fa ilure to

transmit submitta ls e no ugh in advanc e o f the Wo rk to pe rmit pro c e ssing ,

inc luding re submittals.

1. Initia l Re vie w: Allo w 10 days fo r initia l re vie w o f e ac h submittal. Allo w

additio nal time if c o o rdinatio n with subse que nt submittals is re quire d.

Arc hite c t will advise Co ntrac to r whe n a submittal be ing pro c e sse d must

be de laye d fo r c o o rdinatio n.

2. Inte rme diate Re vie w: If inte rme diate submitta l is ne c e ssary, pro c e ss it in

same manne r as initia l submittal.

3. Re submitta l Re vie w: Allo w 10 days fo r re vie w o f e ac h re submittal.

D. Pape r Submitta ls: Plac e a pe rmane nt labe l o r title b lo c k o n e ac h submittal ite m

fo r ide ntific atio n.

1. Indic ate name o f firm o r e ntity that pre pare d e ac h submitta l o n labe l o r

title b lo c k.

2. Inc lude the fo llo wing info rmatio n fo r pro c e ssing and re c o rding ac tio n

take n:

a . Pro je c t name .

b . Date .

c . Name o f Arc hite c t.

d . Name o f Co nstruc tio n Manage r.

e . Name o f Co ntrac to r.

f. Name o f subc o ntrac to r.





g . Name o f supplie r.

h. Name o f manufac ture r.

i. Submittal numbe r o r o the r unique ide ntifie r, inc luding re visio n

ide ntifie r.

j. Numbe r and title o f appro priate Spe c ific atio n Se c tio n.

k. Drawing numbe r and de tail re fe re nc e s, as appro priate .

l. Lo c atio n(s) whe re pro duc t is to be installe d, as appro priate .

m. Othe r ne c e ssary ide ntific atio n.

3. Additio nal Pape r Co pie s: Unle ss additio nal c o pie s are re quire d fo r final

submittal, and unle ss Arc hite c t o bse rve s no nc o mplianc e with pro visio ns in

the Co ntrac t Do c ume nts, initia l submittal may se rve as fina l submitta l.

a . Submit o ne c o py o f submitta l to c o nc urre nt re vie we r in additio n to

spe c ifie d numbe r o f c o pie s to Arc hite c t.

E. Ele c tro nic Submittals: Ide ntify and inc o rpo rate info rmatio n in e ac h e le c tro nic

submittal file as fo llo ws:

1. Asse mble c o mple te submittal pac kage into a sing le inde xe d file

inc o rpo rating submittal re quire me nts o f a sing le Spe c ific atio n Se c tio n and

transmittal fo rm with links e nabling navigatio n to e ac h ite m.

2. Name file with submitta l numbe r o r o the r unique ide ntifie r, inc luding

re visio n ide ntifie r.

3. Pro vide me ans fo r inse rtio n to pe rmane ntly re c o rd Co ntrac to r's re vie w

and appro va l markings and ac tio n take n by Arc hite c t.

4. Transmittal Fo rm fo r Ele c tro nic Submittals: Use e le c tro nic fo rm ac c e ptable

to Owne r.

5. Me tadata : Inc lude the fo llo wing info rmatio n as ke ywo rds in the e le c tro nic

submittal file me tadata :


b . Numbe r and title o f appro priate Spe c ific atio n Se c tio n.

c . Manufac ture r name .

d. Pro duc t name .

F. Optio ns: Ide ntify o ptio ns re quiring se le c tio n by Arc hite c t.

G. De viatio ns: Ide ntify de viatio ns fro m the Co ntrac t Do c ume nts o n submittals.

H. Re submitta ls: Make re submittals in same fo rm and numbe r o f c o pie s as initia l

submittal.

1. No te date and c o nte nt o f pre vio us submittal.





2. No te date and c o nte nt o f re visio n in labe l o r title b lo c k and c le arly

indic ate e xte nt o f re visio n.

3. Re submit submitta ls until the y are marke d with appro va l no tatio n fro m

Arc hite c t's ac tio n stamp.

I. Distributio n: Furnish c o pie s o f fina l submittals to manufac ture rs, subc o ntrac to rs,

supplie rs, fabric ato rs, installe rs, autho ritie s having jurisdic tio n, and o the rs as

ne c e ssary fo r pe rfo rmanc e o f c o nstruc tio n ac tivitie s. Sho w distributio n o n

transmittal fo rms.

J. Use fo r Co nstruc tio n: Re ta in c o mple te c o pie s o f submittals o n Pro je c t site . Use

o nly final ac tio n submittals that are marke d with appro va l no tatio n fro m

Arc hite c t's and Co nstruc tio n Manage r's ac tio n stamp.

PART 2 - PRODUCTS

2.1 SUBMITTAL PROCEDURES

A. Ge ne ra l Submittal Pro c e dure Re quire me nts:

1. Submit e le c tro nic submittals via e mail as PDF e le c tro nic file s.

a . Arc hite c t, thro ugh Co nstruc tio n Manage r, will re turn anno tate d file .

Anno tate and re ta in o ne c o py o f file as an e le c tro nic Pro je c t re c o rd

do c ume nt file .

2. Ac tio n Submittals: Submit thre e pape r c o pie s o f e ac h submitta l unle ss

o the rwise indic ate d. Arc hite c t will re turn two c o pie s.

3. Info rmatio nal Submitta ls: Submit thre e pape r c o pie s o f e ac h submittal

unle ss o the rwise indic ate d. Arc hite c t will no t re turn c o pie s.

4. Ce rtific ate s and Ce rtific atio ns Submittals: Pro vide a state me nt that

inc lude s signature o f e ntity re spo nsib le fo r pre paring c e rtific atio n.

Ce rtific ate s and c e rtific atio ns shall be signe d by an o ffic e r o r o the r

individual autho rize d to sign do c ume nts o n be half o f that e ntity.

a . Pro vide a dig ital signature with dig ital c e rtific ate o n e le c tro nic a lly-

submitte d c e rtific ate s and c e rtific atio ns whe re indic ate d.

b . Pro vide a no tarize d state me nt o n o rig inal pape r c o py c e rtific ate s

and c e rtific atio ns whe re indic ate d.

B. Pro duc t Data : Co lle c t info rmatio n into a sing le submittal fo r e ac h e le me nt o f

c o nstruc tio n and type o f pro duc t o r e quipme nt.





1. If info rmatio n must be spe c ially pre pare d fo r submittal be c ause standard

publishe d data are no t suitable fo r use , submit as Sho p Drawings, no t as

Pro duc t Data .

2. Mark e ac h c o py o f e ac h submittal to sho w whic h pro duc ts and o ptio ns

are applic able .

3. Inc lude the fo llo wing info rmatio n, as applic ab le :

a . Manufac ture r's c ata lo g c uts.

b . Manufac ture r's pro duc t spe c ific atio ns.

c . Standard c o lo r c harts.

d . State me nt o f c o mplianc e with spe c ifie d re fe re nc e d standards.

e . Te sting by re c o gnize d te sting age nc y.

f. Applic atio n o f te sting age nc y labe ls and se als.

g . No tatio n o f c o o rdinatio n re quire me nts.

h. Availability and de live ry time info rmatio n.

4. Fo r e quipme nt, inc lude the fo llo wing in additio n to the abo ve , as

applic able :

a . Wiring diagrams sho wing fac to ry-insta lle d wiring .

b . Printe d pe rfo rmanc e c urve s.

c . Ope ratio nal range diagrams.

d. Cle aranc e s re quire d to o the r c o nstruc tio n, if no t indic ate d o n

ac c o mpanying Sho p Drawings.

5. Submit Pro duc t Data be fo re o r c o nc urre nt with Sample s.

6. Submit Pro duc t Data in the fo llo wing fo rmat:

a . PDF e le c tro nic file .

b . Thre e pape r c o pie s o f Pro duc t Data unle ss o the rwise indic ate d.

Arc hite c t will re turn two c o pie s.

C. Sho p Drawings: Pre pare Pro je c t-spe c ific info rmatio n, drawn ac c urate ly to

sc ale . Do no t base Sho p Drawings o n re pro duc tio ns o f the Co ntrac t

Do c ume nts o r standard printe d data .

1. Pre paratio n: Fully illustrate re quire me nts in the Co ntrac t Do c ume nts.

Inc lude the fo llo wing info rmatio n, as applic ab le :

a . Ide ntific atio n o f pro duc ts.

b . Sc he dule s.

c . Co mplianc e with spe c ifie d standards.

d . No tatio n o f c o o rdinatio n re quire me nts.

e . No tatio n o f dime nsio ns e stablishe d by fie ld me asure me nt.

f. Re latio nship and attac hme nt to adjo ining c o nstruc tio n c le arly

indic ate d.

g . Se al and signature o f pro fe ssio nal e ng ine e r if spe c ifie d.





2. She e t Size : Exc e pt fo r te mplate s, patte rns, and similar full-size drawings,

submit Sho p Drawings o n she e ts a t le ast 8-1/ 2 by 11 inc he s, but no large r

than 30 by 42 inc he s.

3. Submit Sho p Drawings in the fo llo wing fo rmat:

a . Two o paque (bo nd) c o pie s o f e ac h submitta l. Arc hite c t will re turn

o ne c o py.

D. Sample s: Submit Sample s fo r re vie w o f kind, c o lo r, patte rn, and te xture fo r a

c he c k o f the se c harac te ristic s with o the r e le me nts and fo r a c o mpariso n o f

the se c harac te ristic s be twe e n submittal and ac tua l c o mpo ne nt as de live re d

and insta lle d.

1. Transmit Sample s that c o nta in multiple , re la te d c o mpo ne nts suc h as

ac c e sso rie s to ge the r in o ne submittal pac kage .

2. Ide ntific atio n: Attac h labe l o n une xpo se d side o f Sample s that inc lude s

the fo llo wing :

a . Ge ne ric de sc riptio n o f Sample .

b . Pro duc t name and name o f manufac ture r.

c . Sample so urc e .

d . Numbe r and title o f applic able Spe c ific atio n Se c tio n.

3. Fo r pro je c ts whe re e le c tro nic submitta ls are re quire d, pro vide

c o rre spo nding e le c tro nic submitta l o f Sample transmitta l, dig ital image file

illustrating Sample c harac te ristic s, and ide ntific atio n info rmatio n fo r

re c o rd.

4. Dispo sitio n: Mainta in se ts o f appro ve d Sample s a t Pro je c t site , ava ilab le

fo r quality-c o ntro l c o mpariso ns thro ugho ut the c o urse o f c o nstruc tio n

ac tivity. Sample se ts may be use d to de te rmine fina l ac c e ptanc e o f

c o nstruc tio n asso c iate d with e ac h se t.

a . Sample s that may be inc o rpo rate d into the Wo rk are indic ate d in

individual Spe c ific atio n Se c tio ns. Suc h Sample s must be in an

undamage d c o nditio n at time o f use .

b . Sample s no t inc o rpo rate d into the Wo rk, o r o the rwise de signate d as

Owne r's pro pe rty, are the pro pe rty o f Co ntrac to r.

5. Sample s fo r Initia l Se le c tio n: Submit manufac ture r's c o lo r c harts c o nsisting

o f units o r se c tio ns o f units sho wing the full range o f c o lo rs, te xture s, and

patte rns ava ilab le .

a . Numbe r o f Sample s: Submit o ne full se t(s) o f ava ilab le c ho ic e s whe re

c o lo r, patte rn, te xture , o r similar c harac te ristic s are re quire d to be

se le c te d fro m manufac ture r's pro duc t line . Arc hite c t will re turn

submittal with o ptio ns se le c te d.





6. Sample s fo r Ve rific atio n: Submit full-size units o r Sample s o f size indic ate d,

pre pare d fro m same mate rial to be use d fo r the Wo rk, c ure d and finishe d

in manne r spe c ifie d, and physic ally ide ntic a l with mate rial o r pro duc t

pro po se d fo r use , and that sho w full range o f c o lo r and te xture variatio ns

e xpe c te d. Sample s inc lude , but are no t limite d to , the fo llo wing : partia l

se c tio ns o f manufac ture d o r fabric ate d c o mpo ne nts; small c uts o r

c o ntaine rs o f mate rials; c o mple te units o f re pe titive ly use d mate rials;

swatc he s sho wing c o lo r, te xture , and patte rn; c o lo r range se ts; and

c o mpo ne nts use d fo r inde pe nde nt te sting and inspe c tio n.

a . Numbe r o f Sample s: Submit o ne se t o f Sample s. Arc hite c t will re ta in

o ne Sample se ts; re mainde r will be re turne d.

1) If variatio n in c o lo r, patte rn, te xture , o r o the r c harac te ristic is

inhe re nt in mate ria l o r pro duc t re pre se nte d by a Sample ,

submit a t le ast thre e se ts o f pa ire d units that sho w appro ximate

limits o f variatio ns.

E. Co o rdinatio n Drawings Submitta ls: Co mply with re quire me nts spe c ifie d in

Se c tio n 01 3100 "Pro je c t Manage me nt and Co o rdinatio n."

F. Co ntrac to r's Co nstruc tio n Sc he dule : Co mply with re quire me nts spe c ifie d in

Se c tio n 01 3200 "Co nstruc tio n Pro gre ss Do c ume ntatio n."

G. Applic atio n fo r Payme nt and Sc he dule o f Va lue s: Co mply with re quire me nts

spe c ifie d in Se c tio n 01 2900 "Payme nt Pro c e dure s.

H. Te st and Inspe c tio n Re po rts and Sc he dule o f Te sts and Inspe c tio ns Submitta ls:

Co mply with re quire me nts spe c ifie d in Se c tio n 01 4000 "Quality Re quire me nts."

I. Clo se o ut Submittals and Mainte nanc e Mate rial Submittals: Co mply with

re quire me nts spe c ifie d in Se c tio n 01 7700 "Clo se o ut Pro c e dure s."

J. Mainte nanc e Data : Co mply with re quire me nts spe c ifie d in Se c tio n 01 7823

"Ope ratio n and Mainte nanc e Data ."

K. LEED Submittals: Co mply with re quire me nts spe c ifie d in Se c tio n 01 8113.13

"Sustainable De sign Re quire me nts - LEED fo r Ne w Co nstruc tio n and Majo r

Re no vatio ns," Se c tio n 01 8113.16 "Susta inable De sign Re quire me nts - LEED fo r

Co mme rc ial Inte rio rs," Se c tio n 01 8113.19 "Sustainable De sign Re quire me nts -

LEED fo r Co re and She ll De ve lo pme nt," and Se c tio n 01 8113.23 "Susta inable

De sign Re quire me nts - LEED fo r Sc ho o ls."

L. Qualific atio n Data : Pre pare writte n info rmatio n that de mo nstrate s c apabilitie s

and e xpe rie nc e o f firm o r pe rso n. Inc lude lists o f c o mple te d pro je c ts with

pro je c t name s and addre sse s, c o ntac t info rmatio n o f arc hite c ts and o wne rs,

and o the r info rmatio n spe c ifie d.





M. We lding Ce rtific ate s: Pre pare writte n c e rtific atio n that we lding pro c e dure s and

pe rso nne l c o mply with re quire me nts in the Co ntrac t Do c ume nts. Submit re c o rd

o f We lding Pro c e dure Spe c ific atio n and Pro c e dure Qualific atio n Re c o rd o n

AWS fo rms. Inc lude name s o f firms and pe rso nne l c e rtifie d.

N. Installe r Ce rtific ate s: Submit writte n state me nts o n manufac ture r's le tte rhe ad

c e rtifying that Installe r c o mplie s with re quire me nts in the Co ntrac t Do c ume nts

and, whe re re quire d, is autho rize d by manufac ture r fo r this spe c ific Pro je c t.

O. Manufac ture r Ce rtific ate s: Submit writte n state me nts o n manufac ture r's

le tte rhe ad c e rtifying that manufac ture r c o mplie s with re quire me nts in the

Co ntrac t Do c ume nts. Inc lude e vide nc e o f manufac turing e xpe rie nc e whe re

re quire d.

P. Pro duc t Ce rtific ate s: Submit writte n state me nts o n manufac ture r's le tte rhe ad

c e rtifying that pro duc t c o mplie s with re quire me nts in the Co ntrac t Do c ume nts.

Q. Mate rial Ce rtific ate s: Submit writte n state me nts o n manufac ture r's le tte rhe ad

c e rtifying that mate rial c o mplie s with re quire me nts in the Co ntrac t Do c ume nts.

R. Mate rial Te st Re po rts: Submit re po rts writte n by a qualifie d te sting age nc y, o n

te sting age nc y's standard fo rm, indic ating and inte rpre ting te st re sults o f

mate rial fo r c o mplianc e with re quire me nts in the Co ntrac t Do c ume nts.

S. Pro duc t Te st Re po rts: Submit writte n re po rts indic ating that c urre nt pro duc t

pro duc e d by manufac ture r c o mplie s with re quire me nts in the Co ntrac t

Do c ume nts. Base re po rts o n e valuatio n o f te sts pe rfo rme d by manufac ture r

and witne sse d by a qualifie d te sting age nc y, o r o n c o mpre he nsive te sts

pe rfo rme d by a qualifie d te sting age nc y.

T. Re se arc h Re po rts: Submit writte n e vide nc e , fro m a mo de l c o de o rganizatio n

ac c e ptable to autho ritie s having jurisdic tio n, that pro duc t c o mplie s with

building c o de in e ffe c t fo r Pro je c t.

U. Sc he dule o f Te sts and Inspe c tio ns: Co mply with re quire me nts spe c ifie d in

Se c tio n 01 4000 "Quality Re quire me nts."

V. Pre c o nstruc tio n Te st Re po rts: Submit re po rts writte n by a qualifie d te sting

age nc y, o n te sting age nc y's standard fo rm, indic ating and inte rpre ting re sults

o f te sts pe rfo rme d be fo re installa tio n o f pro duc t, fo r c o mplianc e with

pe rfo rmanc e re quire me nts in the Co ntrac t Do c ume nts.

W. Co mpatibility Te st Re po rts: Submit re po rts writte n by a qualifie d te sting age nc y,

o n te sting age nc y's standard fo rm, indic ating and inte rpre ting re sults o f

c o mpatib ility te sts pe rfo rme d be fo re installa tio n o f pro duc t. Inc lude writte n

re c o mme ndatio ns fo r prime rs and substrate pre paratio n ne e de d fo r adhe sio n.





X. Fie ld Te st Re po rts: Submit writte n re po rts indic ating and inte rpre ting re sults o f

fie ld te sts pe rfo rme d e ithe r during installa tio n o f pro duc t o r a fte r pro duc t is

installe d in its final lo c atio n, fo r c o mplianc e with re quire me nts in the Co ntrac t

Do c ume nts.

Y. De sign Data : Pre pare and submit writte n and graphic info rmatio n, inc luding ,

but no t limite d to , pe rfo rmanc e and de sign c rite ria , list o f applic ab le c o de s

and re gulatio ns, and c a lc ulatio ns. Inc lude list o f assumptio ns and o the r

pe rfo rmanc e and de sign c rite ria and a summary o f lo ads. Inc lude lo ad

diagrams if applic able . Pro vide name and ve rsio n o f so ftware , if any, use d fo r

c alc ulatio ns. Inc lude page numbe rs.

PART 3 - EXECUTION

3.1 CONTRACTOR'S REVIEW

A. Ac tio n and Info rmatio nal Submittals: Re vie w e ac h submittal and c he c k fo r

c o o rdinatio n with o the r Wo rk o f the Co ntrac t and fo r c o mplianc e with the

Co ntrac t Do c ume nts. No te c o rre c tio ns and fie ld dime nsio ns. Mark with

appro val stamp be fo re submitting to Arc hite c t.

B. Pro je c t Clo se o ut and Mainte nanc e Mate ria l Submitta ls: Se e re quire me nts in

Se c tio n 01 7700 "Clo se o ut Pro c e dure s."

C. Appro val Stamp: Stamp e ac h submittal with a unifo rm, appro va l stamp.

Inc lude Pro je c t name and lo c atio n, submitta l numbe r, Spe c ific atio n Se c tio n

title and numbe r, name o f re vie we r, date o f Co ntrac to r's appro val, and

state me nt c e rtifying that submitta l has be e n re vie we d, c he c ke d, and

appro ve d fo r c o mplianc e with the Co ntrac t Do c ume nts.

3.2 ARCHITECT'S ACTION

A. Ge ne ra l: Arc hite c t will no t re vie w submittals that do no t be ar Co ntrac to r's

appro val stamp and will re turn the m witho ut ac tio n.

B. Ac tio n Submitta ls: Arc hite c t will re vie w e ac h submittal, make marks to indic ate

c o rre c tio ns o r re visio ns re quire d, and re turn it. Arc hite c t will stamp e ac h

submittal with an ac tio n stamp and will mark stamp appro priate ly to indic ate

ac tio n.

C. Info rmatio nal Submittals: Arc hite c t will re vie w e ac h submittal and will no t re turn

it, o r will re turn it if it do e s no t c o mply with re quire me nts. Arc hite c t will fo rward

e ac h submittal to appro priate party.





D. Inc o mple te submittals are unac c e ptable , will be c o nside re d no nre spo nsive ,

and will be re turne d fo r re submittal witho ut re vie w.

E. Submittals no t re quire d by the Co ntrac t Do c ume nts may no t be re vie we d and

may be disc arde d.

END OF SECTION 01 3300





SECTION 01 5000 - TEMPORARY FACILITIES AND CONTROLS

PART 1 - GENERAL

1.1 SUMMARY

A. Se c tio n inc lude s re quire me nts fo r te mpo rary utilitie s, suppo rt fac ilitie s, and

se c urity and pro te c tio n fac ilitie s.

1.2 USE CHARGES

A. Ge ne ra l: Installa tio n and re mo val o f and use c harge s fo r te mpo rary fac ilitie s

shall be inc lude d in the Co ntrac t Sum unle ss o the rwise indic ate d. Allo w o the r

e ntitie s to use te mpo rary se rvic e s and fac ilitie s witho ut c o st, inc luding , but no t

limite d to , Owne r's c o nstruc tio n fo rc e s, Arc hite c t, te sting age nc ie s, and

autho ritie s having jurisdic tio n.

B. Wate r and Se we r Se rvic e fro m Existing Syste m: Wate r fro m Owne r's e xisting

wate r syste m is ava ilab le fo r use witho ut me te ring and witho ut payme nt o f use

c harge s. Pro vide c o nne c tio ns and e xte nsio ns o f se rvic e s as re quire d fo r

c o nstruc tio n o pe ratio ns.

C. Ele c tric Po we r Se rvic e fro m Existing Syste m: Ele c tric po we r fro m Owne r's e xisting

syste m is available fo r use witho ut me te ring and witho ut payme nt o f use

c harge s. Pro vide c o nne c tio ns and e xte nsio ns o f se rvic e s as re quire d fo r

c o nstruc tio n o pe ratio ns.

1.3 INFORMATIONAL SUBMITTALS

A. Site Plan: Sho w te mpo rary fac ilitie s, utility ho o kups, stag ing are as, and parking

are as fo r c o nstruc tio n pe rso nne l.

B. Ero sio n- and Se dime ntatio n-Co ntro l Plan: Sho w c o mplianc e with re quire me nts

o f EPA Co nstruc tio n Ge ne ra l Pe rmit o r autho ritie s having jurisdic tio n, whic he ve r

is mo re stringe nt.

C. Fire -Safe ty Pro gram: Sho w c o mplianc e with re quire me nts o f NFPA 241 and

autho ritie s having autho rity. Indic ate Co ntrac to r pe rso nne l re spo nsib le fo r

manage me nt o f fire pre ve ntio n pro gram.





1.4 QUALITY ASSURANCE

A. Ele c tric Se rvic e : Co mply with NECA, NEMA, and UL standards and re gulatio ns

fo r te mpo rary e le c tric se rvic e . Insta ll se rvic e to c o mply with NFPA 70.

B. Te sts and Inspe c tio ns: Arrange fo r autho ritie s having jurisdic tio n to te st and

inspe c t e ac h te mpo rary utility be fo re use . Obtain re quire d c e rtific atio ns and

pe rmits.

C. Ac c e ssible Te mpo rary Egre ss: Co mply with applic able pro visio ns in the U.S.

Arc hite c tural & Transpo rtatio n Barrie rs Co mplianc e Bo ard 's ADA-ABA

Ac c e ssibility Guide line s and ICC/ ANSI A117.1.

1.5 PROJECT CONDITIONS

A. Te mpo rary Use o f Pe rmane nt Fac ilitie s: Engage Installe r o f e ac h pe rmane nt

se rvic e to assume re spo nsib ility fo r o pe ratio n, mainte nanc e , and pro te c tio n o f

e ac h pe rmane nt se rvic e during its use as a c o nstruc tio n fac ility be fo re Owne r's

ac c e ptanc e , re gardle ss o f pre vio usly assigne d re spo nsibilitie s.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Po rtable Chain-Link Fe nc ing : Minimum 2-inc h, 0.148-inc h- thic k, ga lvanize d-

ste e l, c hain-link fabric fe nc ing ; minimum 6 fe e t high with ga lvanize d-ste e l pipe

po sts; minimum 2-3/ 8-inc h- OD line po sts and 2-7/ 8-inc h- OD c o rne r and pull

po sts, with 1-5/ 8-inc h- OD to p and bo tto m ra ils. Pro vide galvanize d-ste e l base s

fo r suppo rting po sts.

2.2 TEMPORARY FACILITIES

A. Fie ld Offic e s, Ge ne ra l: Pre fabric ate d o r mo bile units with se rvic e ab le finishe s,

te mpe rature c o ntro ls, and fo undatio ns ade quate fo r no rmal lo ading .

B. Co mmo n-Use Fie ld Offic e : Of suffic ie nt size to ac c o mmo date ne e ds o f Owne r,

Arc hite c t, Co nstruc tio n Manage r, and c o nstruc tio n pe rso nne l o ffic e ac tivitie s

and to ac c o mmo date Pro je c t me e tings spe c ifie d in o the r Divisio n 01 Se c tio ns.

Ke e p o ffic e c le an and o rde rly.

C. Sto rage and Fabric atio n She ds: Pro vide she ds size d, furnishe d, and e quippe d to

ac c o mmo date mate ria ls and e quipme nt fo r c o nstruc tio n o pe ratio ns.





2.3 EQUIPMENT

A. Fire Extinguishe rs: Po rtab le , UL rate d; with c lass and e xtinguishing age nt as

re quire d by lo c atio ns and c lasse s o f fire e xpo sure s.

B. HVAC Equipme nt: Unle ss Owne r autho rize s use o f pe rmane nt HVAC syste m,

pro vide ve nte d, se lf-c o ntaine d, liquid-pro pane -gas o r fue l-o il he ate rs with

individual spac e the rmo static c o ntro l.

1. Use o f gaso line -burning spac e he ate rs, o pe n-flame he ate rs, o r

sa lamande r-type he ating units is pro hib ite d.

2. He ating Units: Liste d and labe le d fo r type o f fue l be ing c o nsume d, by a

qualifie d te sting age nc y ac c e ptable to autho ritie s having jurisdic tio n, and

marke d fo r inte nde d lo c atio n and applic atio n.

3. Pe rmane nt HVAC Syste m: If Owne r autho rize s use o f pe rmane nt HVAC

syste m fo r te mpo rary use during c o nstruc tio n, pro vide filte r with MERV o f 8

a t e ac h re turn-a ir g rille in syste m and re mo ve at e nd o f c o nstruc tio n and

c le an HVAC syste m as re quire d in Se c tio n 01 7700 "Clo se o ut Pro c e dure s".

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Lo c ate fac ilitie s whe re the y will se rve Pro je c t ade quate ly and re sult in minimum

inte rfe re nc e with pe rfo rmanc e o f the Wo rk. Re lo c ate and mo dify fac ilitie s as

re quire d by pro gre ss o f the Wo rk.

1. Lo c ate fac ilitie s to limit site disturbanc e as spe c ifie d in Se c tio n 01 1000

"Summary."

B. Pro vide e ac h fac ility re ady fo r use whe n ne e de d to avo id de lay. Do no t

re mo ve until fac ilitie s are no lo nge r ne e de d o r are re plac e d by autho rize d use

o f c o mple te d pe rmane nt fac ilitie s.

3.2 TEMPORARY UTILITY INSTALLATION

A. Ge ne ra l: Insta ll te mpo rary se rvic e o r c o nne c t to e xisting se rvic e .

1. Arrange with utility c o mpany, Owne r, and e xisting use rs fo r time whe n

se rvic e c an be inte rrupte d, if ne c e ssary, to make c o nne c tio ns fo r

te mpo rary se rvic e s.

B. Wate r Se rvic e : Install wate r se rvic e and distributio n piping in size s and pre ssure s

ade quate fo r c o nstruc tio n.





C. Wate r Se rvic e : Co nne c t to Owne r's e xisting wate r se rvic e fac ilitie s. Cle an and

maintain wate r se rvic e fac ilitie s in a c o nditio n ac c e ptab le to Owne r. At

Substantial Co mple tio n, re sto re the se fac ilitie s to c o nditio n e xisting be fo re initia l

use .

D. Sanitary Fac ilitie s: Pro vide te mpo rary to ile ts, wash fac ilitie s, and drinking wate r

fo r use o f c o nstruc tio n pe rso nne l. Co mply with re quire me nts o f autho ritie s

having jurisdic tio n fo r type , numbe r, lo c atio n, o pe ratio n, and mainte nanc e o f

fixture s and fac ilitie s.

E. He ating : Pro vide te mpo rary he ating re quire d by c o nstruc tio n ac tivitie s fo r

c uring o r drying o f c o mple te d installa tio ns o r fo r pro te c ting installe d

c o nstruc tio n fro m adve rse e ffe c ts o f lo w te mpe rature s o r high humidity. Se le c t

e quipme nt that will no t have a harmful e ffe c t o n c o mple te d insta lla tio ns o r

e le me nts be ing installe d.

F. Ve ntila tio n and Humidity Co ntro l: Pro vide te mpo rary ve ntila tio n re quire d by

c o nstruc tio n ac tivitie s fo r c uring o r drying o f c o mple te d installa tio ns o r fo r

pro te c ting insta lle d c o nstruc tio n fro m adve rse e ffe c ts o f high humidity. Se le c t

e quipme nt that will no t have a harmful e ffe c t o n c o mple te d insta lla tio ns o r

e le me nts be ing installe d. Co o rdinate ve ntila tio n re quire me nts to pro duc e

ambie nt c o nditio n re quire d and minimize e ne rgy c o nsumptio n.

G. Ele c tric Po we r Se rvic e : Co nne c t to Owne r's e xisting e le c tric po we r se rvic e .

Maintain e quipme nt in a c o nditio n ac c e ptable to Owne r.

H. Lighting : Pro vide te mpo rary lighting with lo c al switc hing that pro vide s

ade quate illuminatio n fo r c o nstruc tio n o pe ratio ns, o bse rvatio ns, inspe c tio ns,

and tra ffic c o nditio ns.

1. Install and o pe rate te mpo rary lighting that fulfills se c urity and pro te c tio n

re quire me nts witho ut o pe rating e ntire syste m.

I. Te le pho ne Se rvic e : Pro vide te mpo rary te le pho ne se rvic e in c o mmo n-use

fac ilitie s fo r use by a ll c o nstruc tio n pe rso nne l. Install 1 te le pho ne line fo r e ac h

fie ld o ffic e .

1. 2Pro vide supe rinte nde nt with c e llular te le pho ne o r po rtable two -way

radio fo r use whe n away fro m fie ld o ffic e .

J. Ele c tro nic Co mmunic atio n Se rvic e : Pro vide a de skto p c o mpute r in the primary

fie ld o ffic e ade quate fo r use by Arc hite c t and Owne r to ac c e ss pro je c t

e le c tro nic do c ume nts and maintain e le c tro nic c o mmunic atio ns. Equip

c o mpute r with no t le ss than the fo llo wing :





1. Printe r: "All-in-o ne " unit e quippe d with printe r se rve r, c o mbining c o lo r

printing , pho to c o pying , sc anning , and faxing , o r se parate units fo r e ac h

o f the se thre e func tio ns.

2. Inte rne t Se rvic e : Bro adband mo de m, ro ute r and ISP, e quippe d with

hardware fire wall, pro viding minimum 384 Kbps uplo ad and 1 Mbps

do wnlo ad spe e ds at e ac h c o mpute r.

3. Inte rne t Se c urity: Inte grate d so ftware , pro viding so ftware fire wall, virus,

spyware , phishing , and spam pro te c tio n in a c o mbine d applic atio n.

3.3 SUPPORT FACILITIES INSTALLATION

A. Te mpo rary Ro ads and Pave d Are as: Co nstruc t and maintain te mpo rary ro ads

and pave d are as ade quate fo r c o nstruc tio n o pe ratio ns. Lo c ate te mpo rary

ro ads and pave d are as within c o nstruc tio n limits indic ate d o n Drawings.

1. Pro vide dust-c o ntro l tre atme nt that is no npo lluting and no ntrac king .

Re apply tre atme nt as re quire d to minimize dust.

B. Traffic Co ntro ls: Co mply with re quire me nts o f autho ritie s having jurisdic tio n.

1. Pro te c t e xisting site impro ve me nts to re main inc luding c urbs, pave me nt,

and utilitie s.

2. Maintain ac c e ss fo r fire -fighting e quipme nt and ac c e ss to fire hydrants.

C. Parking : Use de signate d are as o f Owne r's e xisting parking are as fo r

c o nstruc tio n pe rso nne l.

D. De wate ring Fac ilitie s and Drains: Co mply with re quire me nts o f autho ritie s

having jurisdic tio n. Maintain Pro je c t site , e xc avatio ns, and c o nstruc tio n fre e o f

wate r.

1. Dispo se o f ra inwate r in a lawful manne r that will no t re sult in flo o ding

Pro je c t o r adjo ining pro pe rtie s o r e ndange r pe rmane nt Wo rk o r te mpo rary

fac ilitie s.

2. Re mo ve sno w and ic e as re quire d to minimize ac c umulatio ns.

E. Pro je c t Signs: Pro vide Pro je c t signs as indic ate d. Unautho rize d signs are no t

pe rmitte d.

1. Ide ntific atio n Signs: Pro vide Pro je c t ide ntific atio n signs.

2. Te mpo rary Signs: Pro vide o the r signs as indic ate d and as re quire d

info rming public and individuals se e king e ntranc e to Pro je c t.

a . Pro vide te mpo rary, dire c tio nal signs fo r c o nstruc tio n pe rso nne l and

visito rs.





3. Maintain and to uc hup signs so the y are le g ible a t a ll time s.

F. Waste Dispo sa l Fac ilitie s: Co mply with re quire me nts spe c ifie d in Se c tio n 01 7419

"Co nstruc tio n Waste Manage me nt and Dispo sa l."

G. Waste Dispo sal Fac ilitie s: Pro vide waste -c o lle c tio n c o nta ine rs in size s ade quate

to handle waste fro m c o nstruc tio n o pe ratio ns. Co mply with re quire me nts o f

autho ritie s having jurisdic tio n. Co mply with pro gre ss c le aning re quire me nts in

Se c tio n 01 7300 "Exe c utio n."

H. Lifts and Ho ists: Pro vide fac ilitie s ne c e ssary fo r ho isting mate rials and pe rso nne l.

1. Truc k c rane s and similar de vic e s use d fo r ho isting mate ria ls are c o nside re d

"to o ls and e quipme nt" and no t te mpo rary fac ilitie s.

3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION

A. Pro te c tio n o f Existing Fac ilitie s: Pro te c t e xisting ve ge tatio n, e quipme nt,

struc ture s, utilitie s, and o the r impro ve me nts a t Pro je c t site and o n adjac e nt

pro pe rtie s, e xc e pt tho se indic ate d to be re mo ve d o r a lte re d. Re pair damage

to e xisting fac ilitie s.

B. Enviro nme ntal Pro te c tio n: Pro vide pro te c tio n, o pe rate te mpo rary fac ilitie s, and

c o nduc t c o nstruc tio n as re quire d to c o mply with e nviro nme nta l re gulatio ns

and that minimize po ssible a ir, wate rway, and subso il c o ntaminatio n o r

po llutio n o r o the r unde sirable e ffe c ts.

C. Te mpo rary Ero sio n and Se dime ntatio n Co ntro l: Pro vide me asure s to pre ve nt so il

e ro sio n and disc harge o f so il-be aring wate r runo ff and airbo rne dust to

undisturbe d are as and to adjac e nt pro pe rtie s and walkways, ac c o rding to

re quire me nts o f 2003 EPA Co nstruc tio n Ge ne ral Pe rmit o r autho ritie s having

jurisdic tio n, whic he ve r is mo re stringe nt.

D. Sto rmwate r Co ntro l: Co mply with re quire me nts o f autho ritie s having jurisdic tio n.

Pro vide barrie rs in and aro und e xc avatio ns and subgrade c o nstruc tio n to

pre ve nt flo o ding by runo ff o f sto rmwate r fro m he avy rains.

E. Tre e and Plant Pro te c tio n: Co mply with re quire me nts spe c ifie d in

Se c tio n 01 5639 "Te mpo rary Tre e and Plant Pro te c tio n."

F. Site Enc lo sure Fe nc e : Be fo re c o nstruc tio n o pe ratio ns be g in, furnish and install

site e nc lo sure fe nc e in a manne r that will pre ve nt pe o ple and animals fro m

e asily e nte ring site e xc e pt by e ntranc e gate s.

1. Exte nt o f Fe nc e : As indic ate d o n Drawings.





2. Maintain se c urity by limiting numbe r o f ke ys and re stric ting distributio n to

autho rize d pe rso nne l.

G. Se c urity Enc lo sure and Lo c kup: Install te mpo rary e nc lo sure aro und partia lly

c o mple te d are as o f c o nstruc tio n. Pro vide lo c kable e ntranc e s to pre ve nt

unautho rize d e ntranc e , vandalism, the ft, and similar vio la tio ns o f se c urity. Lo c k

e ntranc e s a t e nd o f e ac h wo rk day.

H. Barric ade s, Warning Signs, and Lights: Co mply with re quire me nts o f autho ritie s

having jurisdic tio n fo r e re c ting struc tura lly ade quate barric ade s, inc luding

warning signs and lighting .

I. Te mpo rary Egre ss: Mainta in te mpo rary e gre ss fro m e xisting o c c upie d fac ilitie s

as indic ate d and as re quire d by autho ritie s having jurisdic tio n.

J. Te mpo rary Enc lo sure s: Pro vide te mpo rary e nc lo sure s fo r pro te c tio n o f

c o nstruc tio n, in pro gre ss and c o mple te d, fro m e xpo sure , fo ul we athe r, o the r

c o nstruc tio n o pe ratio ns, and similar ac tivitie s. Pro vide te mpo rary we athe r tight

e nc lo sure fo r building e xte rio r.

1. Whe re he ating o r c o o ling is ne e de d and pe rmane nt e nc lo sure is no t

c o mple te , insulate te mpo rary e nc lo sure s.

K. Te mpo rary Partitio ns: Pro vide flo o r-to -c e iling dustpro o f partitio ns to limit dust

and dirt migratio n and to se parate are as o c c upie d by Owne r and te nants fro m

fume s and no ise .

1. Co nstruc t dustpro o f partitio ns with two laye rs o f 6-mil po lye thyle ne she e t

o n e ac h side . Ove rlap and tape full le ng th o f jo ints.

2. Insulate partitio ns to c o ntro l no ise transmissio n to o c c upie d are as.

3. Se al jo ints and pe rime te r. Equip partitio ns with gaske te d dustpro o f do o rs

and se c urity lo c ks whe re o pe nings are re quire d.

4. Pro te c t a ir-handling e quipme nt.

5. Pro vide walk-o ff mats a t e ac h e ntranc e thro ugh te mpo rary partitio n.

L. Te mpo rary Fire Pro te c tio n: Install and maintain te mpo rary fire -pro te c tio n

fac ilitie s o f type s ne e de d to pro te c t aga inst re aso nably pre dic table and

c o ntro llable fire lo sse s. Co mply with NFPA 241; manage fire pre ve ntio n

pro gram.

1. All wo rk must fo llo w 2009 IFC Chapte r 14 “FIRE SAFETY DURING

CONSTRUCTION AND DEMOLTION”

2. Pro hibit smo king in c o nstruc tio n are as.





3. Supe rvise we lding o pe ratio ns, c o mbustio n-type te mpo rary he ating units,

and similar so urc e s o f fire ignitio n ac c o rding to re quire me nts o f autho ritie s

having jurisdic tio n.

4. De ve lo p and supe rvise an o ve rall fire -pre ve ntio n and -pro te c tio n pro gram

fo r pe rso nne l a t Pro je c t site . Re vie w ne e ds with lo c al fire de partme nt and

e stab lish pro c e dure s to be fo llo we d PRIOR TO COMMENCEMENT OF

DEMOLITION AND CONSTRUCITON ACTIVITIES. Instruc t pe rso nne l in

me tho ds and pro c e dure s. Po st warnings and info rmatio n.

3.5 MOISTURE AND MOLD CONTROL

A. Co ntrac to r's Mo isture Pro te c tio n Plan: Avo id trapping wate r in finishe d wo rk.

Do c ume nt visib le signs o f mo ld that may appe ar during c o nstruc tio n.

B. Expo se d Co nstruc tio n Phase : Be fo re installa tio n o f we athe r barrie rs, whe n

mate rials are subje c t to we tting and e xpo sure and to a irbo rne mo ld spo re s,

pro te c t mate ria ls fro m wate r damage and ke e p po ro us and o rganic mate rials

fro m c o ming into pro lo nge d c o ntac t with c o nc re te .

C. Partia lly Enc lo se d Co nstruc tio n Phase : Afte r insta lla tio n o f we athe r barrie rs but

be fo re full e nc lo sure and c o nditio ning o f building , whe n insta lle d mate rials are

still subje c t to infiltratio n o f mo isture and ambie nt mo ld spo re s, pro te c t as

fo llo ws:

1. Do no t lo ad o r install drywall o r o the r po ro us mate rials o r c o mpo ne nts, o r

ite ms with high o rganic c o nte nt, into partia lly e nc lo se d building .

2. Ke e p inte rio r spac e s re aso nably c le an and pro te c te d fro m wate r

damage .

3. Disc ard o r re plac e wate r-damage d and we t mate rial.

4. Disc ard, re plac e , o r c le an sto re d o r installe d mate rial that be g ins to g ro w

mo ld.

5. Pe rfo rm wo rk in a se que nc e that a llo ws any we t mate rials ade quate time

to dry be fo re e nc lo sing the mate rial in drywall o r o the r inte rio r finishe s.

D. Co ntro lle d Co nstruc tio n Phase o f Co nstruc tio n: Afte r c o mple ting and se a ling o f

the building e nc lo sure but prio r to the full o pe ratio n o f pe rmane nt HVAC

syste ms, maintain as fo llo ws:

1. Co ntro l mo isture and humidity inside building by maintaining e ffe c tive dry-

in c o nditio ns.

2. Re mo ve mate rials that c an no t be c o mple te ly re sto re d to the ir

manufac ture d mo isture le ve l within 48 ho urs.





3.6 OPERATION, TERMINATION, AND REMOVAL

A. Supe rvisio n: Enfo rc e stric t disc ipline in use o f te mpo rary fac ilitie s. To minimize

waste and abuse , limit availability o f te mpo rary fac ilitie s to e sse ntia l and

inte nde d use s.

B. Mainte nanc e : Maintain fac ilitie s in go o d o pe rating c o nditio n until re mo val.

1. Maintain o pe ratio n o f te mpo rary e nc lo sure s, he ating , c o o ling , humidity

c o ntro l, ve ntila tio n, and similar fac ilitie s o n a 24-ho ur basis whe re re quire d

to ac hie ve indic ate d re sults and to avo id po ssib ility o f damage .

C. Te mpo rary Fac ility Change o ve r: Do no t c hange o ve r fro m using te mpo rary

se c urity and pro te c tio n fac ilitie s to pe rmane nt fac ilitie s until Substantial

Co mple tio n.

D. Te rminatio n and Re mo val: Re mo ve e ac h te mpo rary fac ility whe n ne e d fo r its

se rvic e has e nde d, whe n it has be e n re plac e d by autho rize d use o f a

pe rmane nt fac ility, o r no la te r than Substantial Co mple tio n. Co mple te o r, if

ne c e ssary, re sto re pe rmane nt c o nstruc tio n that may have be e n de laye d

be c ause o f inte rfe re nc e with te mpo rary fac ility. Re pair damage d Wo rk, c le an

e xpo se d surfac e s, and re plac e c o nstruc tio n that c anno t be satisfac to rily

re pa ire d.

1. Mate rials and fac ilitie s that c o nstitute te mpo rary fac ilitie s are pro pe rty o f

Co ntrac to r. Owne r re se rve s right to take po sse ssio n o f Pro je c t

ide ntific atio n signs.

2. At Substantial Co mple tio n, re pair, re no vate , and c le an pe rmane nt

fac ilitie s use d during c o nstruc tio n pe rio d. Co mply with final c le aning

re quire me nts spe c ifie d in Se c tio n 01 7700 "Clo se o ut Pro c e dure s."






SECTION 01 7419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

PART 1 - GENERAL

1.1 SUMMARY

A. Se c tio n inc lude s administrative and pro c e dura l re quire me nts fo r the fo llo wing :

1. Salvaging no nhazardo us de mo litio n and c o nstruc tio n waste .

2. Re c yc ling no nhazardo us de mo litio n and c o nstruc tio n waste .

3. Dispo sing o f no nhazardo us de mo litio n and c o nstruc tio n waste .


1. Se c tio n 04 2000 "Unit Maso nry" fo r dispo sal re quire me nts fo r maso nry

waste .

1.2 DEFINITIONS

A. Co nstruc tio n Waste : Building and site impro ve me nt mate ria ls and o the r so lid

waste re sulting fro m c o nstruc tio n, re mo de ling , re no vatio n, o r re pair o pe ratio ns.

Co nstruc tio n waste inc lude s pac kag ing .

B. De mo litio n Waste : Building and site impro ve me nt mate rials re sulting fro m

de mo litio n o r se le c tive de mo litio n o pe ratio ns.

C. Dispo sal: Re mo val o ff-site o f de mo litio n and c o nstruc tio n waste and

subse que nt sale , re c yc ling , re use , o r de po sit in landfill o r inc ine rato r

ac c e ptable to autho ritie s having jurisdic tio n.

D. Re c yc le : Re c o ve ry o f de mo litio n o r c o nstruc tio n waste fo r subse que nt

pro c e ssing in pre paratio n fo r re use .

E. Salvage : Re c o ve ry o f de mo litio n o r c o nstruc tio n waste and subse que nt sale or

re use in ano the r fac ility.

F. Salvage and Re use : Re c o ve ry o f de mo litio n o r c o nstruc tio n waste and

subse que nt inc o rpo ratio n into the Wo rk.





PART 2 - PRODUCTS (No t Use d)

PART 3 - EXECUTION

3.1 RECYCLING DEMOLITION AND CONSTRUCTION WASTE, GENERAL

A. Ge ne ra l: Re c yc le pape r and be ve rage c o nta ine rs use d by o n-site wo rke rs.

B. Re c yc ling Inc e ntive s: Re ve nue s, savings, re bate s, tax c re dits, and o the r

inc e ntive s re c e ive d fo r re c yc ling waste mate rials sha ll ac c rue to Co ntrac to r.

C. Pro c e dure s: Se parate re c yc lab le waste fro m o the r waste mate rials, trash, and

de bris. Se parate re c yc lable waste by type at Pro je c t site to the maximum

e xte nt prac tic al pe r appro ve d c o nstruc tio n waste manage me nt plan.

1. Pro vide appro priate ly marke d c o ntaine rs o r b ins fo r c o ntro lling re c yc lable

waste until the y are re mo ve d fro m Pro je c t site . Inc lude list o f ac c e ptable

and unac c e ptable mate rials a t e ac h c o ntaine r and bin.

a . Inspe c t c o ntaine rs and bins fo r c o ntaminatio n and re mo ve

c o ntaminate d mate rials if fo und.

2. Sto c kpile pro c e sse d mate rials o n-site witho ut inte rmixing with o the r

mate rials. Plac e , g rade , and shape sto c kpile s to dra in surfac e wate r.

Co ve r to pre ve nt windblo wn dust.

3. Sto c kpile mate rials away fro m c o nstruc tio n are a . Do no t sto re within drip

line o f re maining tre e s.

4. Sto re c o mpo ne nts o ff the g ro und and pro te c t fro m the we athe r.

5. Re mo ve re c yc lab le waste fro m Owne r's pro pe rty and transpo rt to

re c yc ling re c e ive r o r pro c e sso r.DISPOSAL OF WASTE

D. Ge ne ral: Exc e pt fo r ite ms o r mate ria ls to be sa lvage d, re c yc le d, o r o the rwise re use d, re mo ve

waste mate ria ls fro m Pro je c t site and le gally dispo se o f the m in a landfill o r inc ine rato r

ac c e ptable to autho ritie s having autho rity.

1. Exc e pt as o the rwise spe c ifie d, do no t a llo w waste mate ria ls that are to be dispo se d o f

ac c umulate o n-site .

2. Re mo ve and transpo rt de bris in a manne r that will pre ve nt spillage o n adjac e nt surfac e s

and are as.

E. Burning : Do no t burn waste mate ria ls.

F. Dispo sal: Re mo ve waste mate ria ls fro m Owne r's pro pe rty and le gally dispo se o f the m.

G. Attac h sample s o f fo rms that will be issue d with this Se c tio n he re o r a fte r e nd o f Se c tio n

ac c o rding to o ffic e pre fe re nc e . END OF SECTION 01 7419





SECTION 01 7700 - CLOSEOUT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Se c tio n inc lude s administrative and pro c e dura l re quire me nts fo r c o ntrac t

c lo se o ut, inc luding , but no t limite d to , the fo llo wing :

1. Substantial Co mple tio n pro c e dure s.

2. Final c o mple tio n pro c e dure s.

3. Warrantie s.

4. Final c le aning .

5. Re pair o f the Wo rk.


1. Se c tio n 01 7839 "Pro je c t Re c o rd Do c ume nts" fo r submitting re c o rd

Drawings, re c o rd Spe c ific atio ns, and re c o rd Pro duc t Data .


A. Pro duc t Data : Fo r c le aning age nts.

B. Co ntrac to r's List o f Inc o mple te Ite ms: Initia l submitta l a t Substantia l Co mple tio n.

C. Ce rtifie d List o f Inc o mple te Ite ms: Final submitta l a t Final Co mple tio n.

1.3 CLOSEOUT SUBMITTALS

A. Ce rtific ate s o f Re le ase : Fro m autho ritie s having jurisdic tio n.

B. Ce rtific ate o f Insuranc e : Fo r c o ntinuing c o ve rage .

C. Fie ld Re po rt: Fo r pe st c o ntro l inspe c tio n.

1.4 MAINTENANCE MATERIAL SUBMITTALS

A. Sc he dule o f Mainte nanc e Mate ria l Ite ms: Fo r mainte nanc e mate ria l submittal

ite ms spe c ifie d in o the r Se c tio ns.





1.5 SUBSTANTIAL COMPLETION PROCEDURES

A. Co ntrac to r's List o f Inc o mple te Ite ms: Pre pare and submit a list o f ite ms to be

c o mple te d and c o rre c te d (Co ntrac to r's punc h list), indic ating the value o f

e ac h ite m o n the list and re aso ns why the Wo rk is inc o mple te .

B. Submittals Prio r to Substantia l Co mple tio n: Co mple te the fo llo wing a minimum

o f 10 days prio r to re que sting inspe c tio n fo r de te rmining date o f Substantial

Co mple tio n. List ite ms be lo w that are inc o mple te a t time o f re que st.

1. Ce rtific ate s o f Re le ase : Obta in and submit re le ase s fro m autho ritie s

having jurisdic tio n pe rmitting Owne r unre stric te d use o f the Wo rk and

ac c e ss to se rvic e s and utilitie s. Inc lude o c c upanc y pe rmits, o pe rating

c e rtific ate s, and similar re le ase s.

2. Submit c lo se o ut submittals spe c ifie d in o the r Divisio n 01 Se c tio ns,

o pe ratio n and mainte nanc e manuals, fina l c o mple tio n c o nstruc tio n

pho to graphic do c ume ntatio n, damage o r se ttle me nt surve ys, pro pe rty

surve ys, and similar fina l re c o rd info rmatio n.

3. Submit c lo se o ut submittals spe c ifie d in individual Se c tio ns, inc luding

spe c ific warrantie s, wo rkmanship bo nds, mainte nanc e se rvic e

agre e me nts, final c e rtific atio ns, and similar do c ume nts.

4. Submit mainte nanc e mate rial submittals spe c ifie d in individual Se c tio ns,

inc luding to o ls, spare parts, e xtra mate rials, and similar ite ms, and de live r

to lo c atio n de signate d by Arc hite c t. Labe l with manufac ture r's name and

mo de l numbe r whe re applic able .

a . Sc he dule o f Mainte nanc e Mate ria l Ite ms: Pre pare and submit

sc he dule o f mainte nanc e mate ria l submitta l ite ms, inc luding name

and quantity o f e ac h ite m and name and numbe r o f re la te d

Spe c ific atio n Se c tio n. Obtain Arc hite c t's signature fo r re c e ipt o f

submittals.

5. Submit te st/ adjust/ balanc e re c o rds.

6. Submit c hange o ve r info rmatio n re late d to Owne r's o c c upanc y, use ,

o pe ratio n, and mainte nanc e .

C. Pro c e dure s Prio r to Substantial Co mple tio n: Co mple te the fo llo wing a minimum

o f 10 days prio r to re que sting inspe c tio n fo r de te rmining date o f Substantial

Co mple tio n. List ite ms be lo w that are inc o mple te a t time o f re que st.

1. Advise Owne r o f pe nding insuranc e c hange o ve r re quire me nts.

2. Make final c hange o ve r o f pe rmane nt lo c ks and de live r ke ys to Owne r.

Advise Owne r's pe rso nne l o f c hange o ve r in se c urity pro visio ns.

3. Co mple te startup and te sting o f syste ms and e quipme nt.

4. Pe rfo rm pre ve ntive mainte nanc e o n e quipme nt use d prio r to Substantial

Co mple tio n.





5. Instruc t Owne r's pe rso nne l in o pe ratio n, adjustme nt, and mainte nanc e o f

pro duc ts, e quipme nt, and syste ms. Submit de mo nstratio n and tra ining

vide o re c o rdings spe c ifie d in Se c tio n 01 7900 "De mo nstratio n and

Tra ining ."

6. Advise Owne r o f c hange o ve r in he at and o the r utilitie s.

7. Partic ipate with Owne r in c o nduc ting inspe c tio n and walkthro ugh with

lo c a l e me rge nc y re spo nde rs.

8. Te rminate and re mo ve te mpo rary fac ilitie s fro m Pro je c t site , a lo ng with

mo c kups, c o nstruc tio n to o ls, and similar e le me nts.

9. Co mple te final c le aning re quire me nts, inc luding to uc hup painting .

10. To uc h up and o the rwise re pair and re sto re marre d e xpo se d finishe s to

e liminate visua l de fe c ts.

D. Inspe c tio n: Submit a writte n re que st fo r inspe c tio n to de te rmine Substantial

Co mple tio n a minimum o f 10 days prio r to date the wo rk will be c o mple te d

and re ady fo r final inspe c tio n and te sts. On re c e ipt o f re que st, Arc hite c t will

e ithe r pro c e e d with inspe c tio n o r no tify Co ntrac to r o f unfulfille d re quire me nts.

Arc hite c t will pre pare the Ce rtific ate o f Substantial Co mple tio n a fte r inspe c tio n

o r will no tify Co ntrac to r o f ite ms, e ithe r o n Co ntrac to r's list o r additio nal ite ms

ide ntifie d by Arc hite c t, that must be c o mple te d o r c o rre c te d be fo re c e rtific ate

will be issue d.

1. Re inspe c tio n: Re que st re inspe c tio n whe n the Wo rk ide ntifie d in pre vio us

inspe c tio ns as inc o mple te is c o mple te d o r c o rre c te d.

2. Re sults o f c o mple te d inspe c tio n will fo rm the basis o f re quire me nts fo r final

c o mple tio n.

1.6 FINAL COMPLETION PROCEDURES

A. Pre liminary Pro c e dure s: Be fo re re que sting fina l inspe c tio n fo r de te rmining final

c o mple tio n, c o mple te the fo llo wing :

1. Submit a fina l Applic atio n fo r Payme nt ac c o rding to Se c tio n 01 2900

"Payme nt Pro c e dure s."

2. Ce rtifie d List o f Inc o mple te Ite ms: Submit c e rtifie d c o py o f Arc hite c t's

Substantial Co mple tio n inspe c tio n list o f ite ms to be c o mple te d o r

c o rre c te d (punc h list), e ndo rse d and date d by Arc hite c t. Ce rtifie d c o py

o f the list shall state that e ac h ite m has be e n c o mple te d o r o the rwise

re so lve d fo r ac c e ptanc e .

3. Ce rtific ate o f Insuranc e : Submit e vide nc e o f final, c o ntinuing insuranc e

c o ve rage c o mplying with insuranc e re quire me nts.

4. Submit pe st-c o ntro l fina l inspe c tio n re po rt and warranty.

5. Instruc t Owne r's pe rso nne l in o pe ratio n, adjustme nt, and mainte nanc e o f

pro duc ts, e quipme nt, and syste ms.





B. Inspe c tio n: Submit a writte n re que st fo r fina l inspe c tio n to de te rmine

ac c e ptanc e . On re c e ipt o f re que st, Arc hite c t will e ithe r pro c e e d with

inspe c tio n o r no tify Co ntrac to r o f unfulfille d re quire me nts. Arc hite c t will pre pare

a final Ce rtific ate fo r Payme nt a fte r inspe c tio n o r will no tify Co ntrac to r o f

c o nstruc tio n that must be c o mple te d o r c o rre c te d be fo re c e rtific ate will be

issue d.

1. Re inspe c tio n: Re que st re inspe c tio n whe n the Wo rk ide ntifie d in pre vio us

inspe c tio ns as inc o mple te is c o mple te d o r c o rre c te d.

1.7 LIST OF INCOMPLETE ITEMS (PUNCH LIST)

A. Organizatio n o f List: Inc lude name and ide ntific atio n o f e ac h spac e and are a

a ffe c te d by c o nstruc tio n o pe ratio ns fo r inc o mple te ite ms and ite ms ne e ding

c o rre c tio n inc luding , if ne c e ssary, are as disturbe d by Co ntrac to r that are

o utside the limits o f c o nstruc tio n.

1. Organize list o f spac e s in se que ntial o rde r.

2. Organize ite ms applying to e ac h spac e by majo r e le me nt, inc luding

c ate go rie s fo r c e iling , individual walls, flo o rs, e quipme nt, and building

syste ms.

3. Submit list o f inc o mple te ite ms in the fo llo wing fo rmat:

a . PDF e le c tro nic file . Arc hite c t[, through Construction Manager,] will

re turn anno tate d c o py.

1.8 SUBMITTAL OF PROJECT WARRANTIES

A. Time o f Submitta l: Submit writte n warrantie s o n re que st o f Arc hite c t fo r

de signate d po rtio ns o f the Wo rk whe re c o mme nc e me nt o f warrantie s o the r

than date o f Substantia l Co mple tio n is indic ate d, o r whe n de lay in submittal o f

warrantie s might limit Owne r's rights unde r warranty.

B. Organize warranty do c ume nts into an o rde rly se que nc e base d o n the table o f

c o nte nts o f the Pro je c t Manual.

1. Bind warrantie s and bo nds in he avy-duty, thre e -ring , vinyl-c o ve re d, lo o se -

le af b inde rs, thic kne ss as ne c e ssary to ac c o mmo date c o nte nts, and size d

to re c e ive 8-1/ 2-by-11-inc h pape r.

2. Pro vide he avy pape r divide rs with plastic -c o ve re d tabs fo r e ac h se parate

warranty. Mark tab to ide ntify the pro duc t o r installa tio n. Pro vide a type d

de sc riptio n o f the pro duc t o r insta lla tio n, inc luding the name o f the

pro duc t and the name , addre ss, and te le pho ne numbe r o f Installe r.

3. Ide ntify e ac h binde r o n the fro nt and spine with the type d o r printe d title

"WARRANTIES," Pro je c t name , and name o f Co ntrac to r.





4. Warranty Ele c tro nic File : Sc an warrantie s and bo nds and asse mble

c o mple te warranty and bo nd submittal pac kage into a sing le inde xe d

e le c tro nic PDF file with links e nabling navigatio n to e ac h ite m. Pro vide

bo o kmarke d table o f c o nte nts a t be g inning o f do c ume nt.

C. Pro vide additio na l c o pie s o f e ac h warranty to inc lude in o pe ratio n and

mainte nanc e manuals.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Cle aning Age nts: Use c le aning mate ria ls and age nts re c o mme nde d by

manufac ture r o r fabric ato r o f the surfac e to be c le ane d. Do no t use c le aning

age nts that are po te ntially hazardo us to he alth o r pro pe rty o r that might

damage finishe d surfac e s.

PART 3 - EXECUTION

3.1 FINAL CLEANING

A. Ge ne ra l: Pe rfo rm fina l c le aning . Co nduc t c le aning and waste -re mo val

o pe ratio ns to c o mply with lo c al laws and o rdinanc e s and Fe de ral and lo c al

e nviro nme nta l and antipo llutio n re gulatio ns.

B. Cle aning : Emplo y e xpe rie nc e d wo rke rs o r pro fe ssio nal c le ane rs fo r final

c le aning . Cle an e ac h surfac e o r unit to c o nditio n e xpe c te d in an ave rage

c o mme rc ial building c le aning and mainte nanc e pro gram. Co mply with

manufac ture r's writte n instruc tio ns.

1. Co mple te the fo llo wing c le aning o pe ratio ns be fo re re que sting inspe c tio n

fo r c e rtific atio n o f Substantial Co mple tio n fo r e ntire Pro je c t o r fo r a

de signate d po rtio n o f Pro je c t:

a . Cle an Pro je c t site , yard, and gro unds, in are as disturbe d by

c o nstruc tio n ac tivitie s, inc luding landsc ape de ve lo pme nt are as, o f

rubb ish, waste mate rial, litte r, and o the r fo re ign substanc e s.

b . Swe e p pave d are as bro o m c le an. Re mo ve pe tro c he mic al spills,

sta ins, and o the r fo re ign de po sits.

c . Rake gro unds that are ne ithe r plante d no r pave d to a smo o th, e ve n-

te xture d surfac e .

d . Re mo ve to o ls, c o nstruc tio n e quipme nt, mac hine ry, and surplus

mate rial fro m Pro je c t site .





e . Re mo ve sno w and ic e to pro vide sa fe ac c e ss to building .

f. Cle an e xpo se d e xte rio r and inte rio r hard-surfac e d finishe s to a dirt-

fre e c o nditio n, fre e o f sta ins, films, and similar fo re ign substanc e s.

Avo id disturb ing natura l we athe ring o f e xte rio r surfac e s. Re sto re

re fle c tive surfac e s to the ir o rig ina l c o nditio n.

g . Re mo ve de bris and surfac e dust fro m limite d ac c e ss spac e s,

inc luding ro o fs, ple nums, shafts, tre nc he s, e quipme nt vaults,

manho le s, a ttic s, and similar spac e s.

h. Swe e p c o nc re te flo o rs bro o m c le an in uno c c upie d spac e s.

i. Vac uum c arpe t and similar so ft surfac e s, re mo ving de bris and

e xc e ss nap; c le an ac c o rding to manufac ture r's re c o mme ndatio ns if

visib le so il o r stains re main.

j. Cle an transpare nt mate rials, inc luding mirro rs and g lass in do o rs and

windo ws. Re mo ve g lazing c o mpo unds and o the r no tic e able , visio n-

o bsc uring mate rials. Re plac e c hippe d o r bro ke n g lass and o the r

damage d transpare nt mate rials. Po lish mirro rs and g lass, taking c are

no t to sc ratc h surfac e s.

k. Re mo ve labe ls that are no t pe rmane nt.

l. Wipe surfac e s o f me c hanic al and e le c tric a l e quipme nt and similar

e quipme nt. Re mo ve e xc e ss lubric atio n, paint and mo rtar dro ppings,

and o the r fo re ign substanc e s.

m. Cle an plumbing fixture s to a sanitary c o nditio n, fre e o f stains,

inc luding stains re sulting fro m wate r e xpo sure .

n. Re plac e dispo sable a ir filte rs and c le an pe rmane nt a ir filte rs. Cle an

e xpo se d surfac e s o f diffuse rs, re g iste rs, and grills.

o . Cle an light fixture s, lamps, g lo be s, and re fle c to rs to func tio n with full

e ffic ie nc y.

p . Le ave Pro je c t c le an and re ady fo r o c c upanc y.

3.2 REPAIR OF THE WORK

A. Co mple te re pair and re sto ratio n o pe ratio ns be fo re re que sting inspe c tio n fo r

de te rminatio n o f Substantial Co mple tio n.

B. Re pair o r re mo ve and re plac e de fe c tive c o nstruc tio n. Re pairing inc lude s

re plac ing de fe c tive parts, re finishing damage d surfac e s, to uc hing up with

matc hing mate rials, and pro pe rly adjusting o pe rating e quipme nt. Whe re

damage d o r wo rn ite ms c anno t be re pa ire d o r re sto re d, pro vide re plac e me nts.

Re mo ve and re plac e o pe rating c o mpo ne nts that c anno t be re pa ire d. Re sto re

damage d c o nstruc tio n and pe rmane nt fac ilitie s use d during c o nstruc tio n to

spe c ifie d c o nditio n.

1. Re mo ve and re plac e c hippe d, sc ratc he d, and bro ke n g lass, re fle c tive

surfac e s, and o the r damage d transpare nt mate rials.





2. To uc h up and o the rwise re pair and re sto re marre d o r e xpo se d finishe s

and surfac e s. Re plac e finishe s and surfac e s that that a lre ady sho w

e vide nc e o f re pair o r re sto ratio n.

a . Do no t pa int o ve r "UL" and o the r re quire d labe ls and ide ntific atio n,

inc luding me c hanic al and e le c tric al name plate s. Re mo ve pa int

applie d to re quire d labe ls and ide ntific atio n.

3. Re plac e parts sub je c t to o pe rating c o nditio ns during c o nstruc tio n that

may impe de o pe ratio n o r re duc e lo nge vity.

4. Re plac e burne d-o ut bulbs, bulbs no tic e ably dimme d by ho urs o f use , and

de fe c tive and no isy starte rs in fluo re sc e nt and me rc ury vapo r fixture s to

c o mply with re quire me nts fo r ne w fixture s.






SECTION 01 7839 - PROJECT RECORD DOCUMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. Se c tio n inc lude s administrative and pro c e dura l re quire me nts fo r pro je c t re c o rd

do c ume nts, inc luding the fo llo wing :

1. Re c o rd Drawings.

2. Re c o rd Spe c ific atio ns.

3. Re c o rd Pro duc t Data .


A. Re c o rd Drawings: Co mply with the fo llo wing :

1. Numbe r o f Co pie s: Submit o ne se t o f marke d-up re c o rd prints.

2. Numbe r o f Co pie s: Submit c o pie s o f re c o rd Drawings as fo llo ws:

a . Initia l Submittal:

1) Submit PDF e le c tro nic file s o f sc anne d re c o rd prints and o ne

se t o f file prints.

b . Final Submittal:

1) Submit PDF e le c tro nic file s o f sc anne d re c o rd prints and 1 se t o f

prints.

c . Final Submittal:

1) Submit o ne pape r-c o py se t(s) o f marke d-up re c o rd prints.

2) Submit re c o rd dig ital data file s

3) Re c o rd Spe c ific atio ns: Submit o ne pape r c o py o f Pro je c t's

Spe c ific atio ns, inc luding adde nda and c o ntrac t mo dific atio ns.

B. Re c o rd Pro duc t Data : Submit o ne pape r c o py o f e ac h submitta l.





PART 2 - PRODUCTS

2.1 RECORD DRAWINGS

A. Re c o rd Prints: Mainta in o ne se t o f marke d-up pape r c o pie s o f the Co ntrac t

Drawings and Sho p Drawings, inc o rpo rating ne w and re vise d Drawings as

mo dific atio ns are issue d.

1. Pre paratio n: Mark re c o rd prints to sho w the ac tual insta lla tio n whe re

installa tio n varie s fro m that sho wn o rig inally. Re quire individual o r e ntity

who o bta ine d re c o rd data , whe the r individual o r e ntity is Insta lle r,

subc o ntrac to r, o r similar e ntity, to pro vide info rmatio n fo r pre paratio n o f

c o rre spo nding marke d-up re c o rd prints.

a . Give partic ular a tte ntio n to info rmatio n o n c o nc e a le d e le me nts that

wo uld be diffic ult to ide ntify o r me asure and re c o rd la te r.

b . Re c o rd data as so o n as po ssible afte r o bta ining it.

c . Re c o rd and c he c k the markup be fo re e nc lo sing c o nc e ale d

installa tio ns.

2. Mark the Co ntrac t Drawings and Sho p Drawings c o mple te ly and

ac c urate ly. Use pe rso nne l pro fic ie nt a t re c o rding graphic info rmatio n in

pro duc tio n o f marke d-up re c o rd prints.

3. Mark re c o rd se ts with e rasab le , re d-c o lo re d pe nc il. Use o the r c o lo rs to

distinguish be twe e n c hange s fo r diffe re nt c ate go rie s o f the Wo rk at same

lo c atio n.

4. No te Co nstruc tio n Change Dire c tive numbe rs, a lte rnate numbe rs,

Change Orde r numbe rs, and similar ide ntific atio n, whe re applic able .

B. Fo rmat: Ide ntify and date e ac h re c o rd Drawing ; inc lude the de signatio n

"PROJECT RECORD DRAWING" in a pro mine nt lo c atio n.

1. Re c o rd Prints: Organize re c o rd prints and ne wly pre pare d re c o rd

Drawings into manage able se ts. Bind e ac h se t with durable pape r c o ve r

she e ts. Inc lude ide ntific atio n o n c o ve r she e ts.

2. Fo rmat: Anno tate d PDF e le c tro nic file .

3. Re c o rd Dig ital Data File s: Organize dig ital data info rmatio n into se parate

e le c tro nic file s that c o rre spo nd to e ac h she e t o f the Co ntrac t Drawings.

Name e ac h file with the she e t ide ntific atio n. Inc lude ide ntific atio n in e ac h

dig ital data file .

4. Ide ntific atio n: As fo llo ws:


b . Date .

c . De signatio n "PROJECT RECORD DRAWINGS."

d. Name o f Arc hite c t.





e . Name o f Co ntrac to r.

2.2 RECORD SPECIFICATIONS

A. Pre paratio n: Mark Spe c ific atio ns to indic ate the ac tual pro duc t installa tio n

whe re installa tio n varie s fro m that indic ate d in Spe c ific atio ns, adde nda , and

c o ntrac t mo dific atio ns.

1. Give partic ular a tte ntio n to info rmatio n o n c o nc e ale d pro duc ts and

installa tio ns that c anno t be re adily ide ntifie d and re c o rde d la te r.

2. Mark c o py with the pro prie tary name and mo de l numbe r o f pro duc ts,

mate rials, and e quipme nt furnishe d, inc luding substitutio ns and pro duc t

o ptio ns se le c te d.

3. Re c o rd the name o f manufac ture r, supplie r, Installe r, and o the r

info rmatio n ne c e ssary to pro vide a re c o rd o f se le c tio ns made .

4. No te re late d Change Orde rs, re c o rd Pro duc t Data , and re c o rd Drawings

whe re applic able .

B. Fo rmat: Submit re c o rd Spe c ific atio ns as sc anne d PDF e le c tro nic file (s) o f

marke d-up pape r c o py o f Spe c ific atio ns.

2.3 RECORD PRODUCT DATA

A. Pre paratio n: Mark Pro duc t Data to indic ate the ac tual pro duc t insta lla tio n

whe re insta lla tio n varie s substantia lly fro m that indic ate d in Pro duc t Data

submittal.

1. Give partic ular a tte ntio n to info rmatio n o n c o nc e ale d pro duc ts and

installa tio ns that c anno t be re adily ide ntifie d and re c o rde d la te r.

2. Inc lude signific ant c hange s in the pro duc t de live re d to Pro je c t site and

c hange s in manufac ture r's writte n instruc tio ns fo r installa tio n.

3. No te re late d Change Orde rs, re c o rd Spe c ific atio ns, and re c o rd Drawings

whe re applic able .

B. Fo rmat: Submit re c o rd Pro duc t Data as sc anne d PDF e le c tro nic file (s) o f

marke d-up pape r c o py o f Pro duc t Data .

2.4 MISCELLANEOUS RECORD SUBMITTALS

A. Asse mble misc e llane o us re c o rds re quire d by o the r Spe c ific atio n Se c tio ns fo r

misc e llane o us re c o rd ke e ping and submittal in c o nne c tio n with ac tua l

pe rfo rmanc e o f the Wo rk. Bind o r file misc e llane o us re c o rds and ide ntify e ac h,

re ady fo r c o ntinue d use and re fe re nc e .





B. Fo rmat: Submit misc e llane o us re c o rd submitta ls as sc anne d PDF e le c tro nic

file (s) o f marke d-up misc e llane o us re c o rd submittals.

PART 3 - EXECUTION

3.1 RECORDING AND MAINTENANCE

A. Re c o rding : Mainta in o ne c o py o f e ac h submittal during the c o nstruc tio n pe rio d

fo r pro je c t re c o rd do c ume nt purpo se s. Po st c hange s and re visio ns to pro je c t

re c o rd do c ume nts as the y o c c ur; do no t wait until e nd o f Pro je c t.

B. Mainte nanc e o f Re c o rd Do c ume nts and Sample s: Sto re re c o rd do c ume nts

and Sample s in the fie ld o ffic e apart fro m the Co ntrac t Do c ume nts use d fo r

c o nstruc tio n. Do no t use pro je c t re c o rd do c ume nts fo r c o nstruc tio n purpo se s.

Maintain re c o rd do c ume nts in go o d o rde r and in a c le an, dry, le g ible

c o nditio n, pro te c te d fro m de te rio ratio n and lo ss. Pro vide ac c e ss to pro je c t

re c o rd do c ume nts fo r Arc hite c t's re fe re nc e during no rmal wo rking ho urs.






SECTION 02 4119 - SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. Se c tio n Inc lude s:

1. De mo litio n and re mo val o f se le c te d site e le me nts.

1.2 DEFINITIONS

A. Re mo ve : De tac h ite ms fro m e xisting c o nstruc tio n and le gally dispo se o f the m

o ff-site unle ss indic ate d to be re mo ve d and salvage d o r re mo ve d and

re installe d.

B. Existing to Re main: Existing ite ms o f c o nstruc tio n that are no t to be pe rmane ntly

re mo ve d and that are no t o the rwise indic ate d to be re mo ve d, re mo ve d and

sa lvage d, o r re mo ve d and re insta lle d.

1.3 PREINSTALLATION MEETINGS

A. Pre de mo litio n Co nfe re nc e : Co nduc t c o nfe re nc e at Pro je c t site lo c ate d at 2855

So uth 200 East So uth Sa lt Lake City Utah.


A. Qualific atio n Data : Fo r re frige rant re c o ve ry te c hnic ian.

B. Pre de mo litio n Pho to graphs o r Vide o : Submit be fo re Wo rk be g ins.


A. Landfill Re c o rds: Indic ate re c e ipt and ac c e ptanc e o f hazardo us waste s by a

landfill fac ility lic e nse d to ac c e pt hazardo us waste s.





1.6 QUALITY ASSURANCE (NOT USED)

1.7 FIELD CONDITIONS

A. Owne r will o c c upy po rtio ns o f building imme diate ly adjac e nt to se le c tive

de mo litio n are a . Co nduc t se le c tive de mo litio n so Owne r's o pe ratio ns will no t

be disrupte d.

B. Co nditio ns e xisting at time o f inspe c tio n fo r b idding purpo se will be maintaine d

by Owne r as far as prac tic al.

C. No tify Arc hite c t o f disc re panc ie s be twe e n e xisting c o nditio ns and Drawings

be fo re pro c e e ding with se le c tive de mo litio n.

D. Hazardo us Mate ria ls: It is no t e xpe c te d that hazardo us mate rials will be

e nc o unte re d in the Wo rk.

1. Hazardo us mate rials will be re mo ve d by Owne r be fo re start o f the Wo rk.

2. If suspe c te d hazardo us mate rials are e nc o unte re d, do no t disturb ;

imme diate ly no tify Arc hite c t and Owne r. Hazardo us mate rials will be

re mo ve d by Owne r unde r a se parate c o ntrac t.

E. Sto rage o r sale o f re mo ve d ite ms o r mate ria ls o n-site is no t pe rmitte d.

F. Utility Se rvic e : Mainta in e xisting utilitie s indic ate d to re main in se rvic e and

pro te c t the m aga inst damage during se le c tive de mo litio n o pe ratio ns.

1. Maintain fire -pro te c tio n fac ilitie s in se rvic e during se le c tive de mo litio n

o pe ratio ns.

1.8 WARRANTY

A. Existing Warrantie s: Re mo ve , re plac e , patc h, and re pair mate ria ls and surfac e s

c ut o r damage d during se le c tive de mo litio n, by me tho ds and with mate rials so

as no t to vo id e xisting warrantie s.

PART 2 - PRODUCTS

2.1 PEFORMANCE REQUIREMENTS

A. Re gulato ry Re quire me nts: Co mply with go ve rning EPA no tific atio n re gulatio ns

be fo re be g inning se le c tive de mo litio n. Co mply with hauling and dispo sal

re gulatio ns o f autho ritie s having jurisdic tio n.





B. Standards: Co mply with ANSI/ ASSE A10.6 and NFPA 241.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Ve rify that utilitie s have be e n disc o nne c te d and c appe d be fo re starting

se le c tive de mo litio n o pe ratio ns.

B. Surve y e xisting c o nditio ns and c o rre late with re quire me nts indic ate d to

de te rmine e xte nt o f se le c tive de mo litio n re quire d.

C. Whe n unantic ipate d me c hanic al, e le c tric a l, o r struc tura l e le me nts that c o nflic t

with inte nde d func tio n o r de sign are e nc o unte re d, inve stigate and me asure

the nature and e xte nt o f c o nflic t. Pro mptly submit a writte n re po rt to Arc hite c t.

D. Pe rfo rm an e ng ine e ring surve y o f c o nditio n o f building to de te rmine whe the r

re mo ving any e le me nt might re sult in struc tural de fic ie nc y o r unplanne d

c o llapse o f any po rtio n o f struc ture o r adjac e nt struc ture s during se le c tive

building de mo litio n o pe ratio ns.

E. Surve y o f Existing Co nditio ns: Re c o rd e xisting c o nditio ns by use o f me asure d

drawings and/ o r pre c o nstruc tio n pho to graphs.

3.2 UTILITY SERVICES AND MECHANICAL/ ELECTRICAL SYSTEMS

A. Existing Se rvic e s/ Syste ms to Re main: Mainta in se rvic e s/ syste ms indic ate d to

re main and pro te c t the m against damage .

1. Co mply with re quire me nts fo r e xisting se rvic e s/ syste ms inte rruptio ns

spe c ifie d in Se c tio n 01 1000 "Summary."

B. Existing Se rvic e s/ Syste ms to Be Re mo ve d, Re lo c ate d, o r Abando ne d: Lo c ate ,

ide ntify, disc o nne c t, and se al o r c ap o ff indic ate d utility se rvic e s and

me c hanic al/ e le c tric al syste ms se rving are as to be se le c tive ly de mo lishe d.

1. Owne r will arrange to shut o ff indic ate d se rvic e s/ syste ms whe n re que ste d

by Co ntrac to r.

2. Arrange to shut o ff indic ate d utilitie s with utility c o mpanie s.

3. If se rvic e s/ syste ms are re quire d to be re mo ve d, re lo c ate d, o r abando ne d,

pro vide te mpo rary se rvic e s/ syste ms that bypass are a o f se le c tive

de mo litio n and that maintain c o ntinuity o f se rvic e s/ syste ms to o the r parts

o f building .





4. Disc o nne c t, de mo lish, and re mo ve fire -suppre ssio n syste ms, plumbing ,

and HVAC syste ms, e quipme nt, and c o mpo ne nts indic ate d to be

re mo ve d.

a . Piping to Be Re mo ve d: Re mo ve po rtio n o f piping indic ate d to be

re mo ve d and c ap o r plug re maining piping with same o r

c o mpatib le piping mate ria l.

b . Piping to Be Abando ne d in Plac e : Drain piping and c ap o r plug

piping with same o r c o mpatible piping mate ria l.

c . Equipme nt to Be Re mo ve d: Disc o nne c t and c ap se rvic e s and

re mo ve e quipme nt.

d . Equipme nt to Be Re mo ve d and Re insta lle d: Disc o nne c t and c ap

se rvic e s and re mo ve , c le an, and sto re e quipme nt; whe n

appro priate , re insta ll, re c o nne c t, and make e quipme nt o pe ratio nal.

e . Equipme nt to Be Re mo ve d and Sa lvage d: Disc o nne c t and c ap

se rvic e s and re mo ve e quipme nt and de live r to Owne r.

f. Duc ts to Be Re mo ve d: Re mo ve po rtio n o f duc ts indic ate d to be

re mo ve d and plug re maining duc ts with same o r c o mpatib le

duc two rk mate rial.

g . Duc ts to Be Abando ne d in Plac e : Cap o r plug duc ts with same o r

c o mpatib le duc two rk mate rial.

C. Re frige rant: Re mo ve re frige rant fro m me c hanic al e quipme nt to be se le c tive ly

de mo lishe d ac c o rding to 40 CFR 82 and re gulatio ns o f autho ritie s having

jurisdic tio n.

3.3 PREPARATION

A. Site Ac c e ss and Te mpo rary Co ntro ls: Co nduc t se le c tive de mo litio n and de bris-

re mo val o pe ratio ns to e nsure minimum inte rfe re nc e with ro ads, stre e ts, walks,

walkways, and o the r adjac e nt o c c upie d and use d fac ilitie s.

1. Co mply with re quire me nts fo r ac c e ss and pro te c tio n spe c ifie d in

Se c tio n 01 5000 "Te mpo rary Fac ilitie s and Co ntro ls."

B. Te mpo rary Fac ilitie s: Pro vide te mpo rary barric ade s and o the r pro te c tio n

re quire d to pre ve nt injury to pe o ple and damage to adjac e nt buildings and

fac ilitie s to re main.

C. Te mpo rary Sho ring : Pro vide and maintain sho ring , brac ing , and struc tural

suppo rts as re quire d to pre se rve stab ility and pre ve nt mo ve me nt, se ttle me nt, o r

c o llapse o f c o nstruc tio n and finishe s to re main, and to pre ve nt une xpe c te d o r

unc o ntro lle d mo ve me nt o r c o llapse o f c o nstruc tio n be ing de mo lishe d.





3.4 SELECTIVE DEMOLITION, GENERAL

A. Ge ne ra l: De mo lish and re mo ve e xisting c o nstruc tio n o nly to the e xte nt re quire d

by ne w c o nstruc tio n and as indic ate d. Use me tho ds re quire d to c o mple te the

Wo rk within limitatio ns o f go ve rning re gulatio ns and as fo llo ws:

1. Ne atly c ut o pe nings and ho le s plumb, square , and true to dime nsio ns

re quire d. Use c utting me tho ds le ast like ly to damage c o nstruc tio n to

re main o r adjo ining c o nstruc tio n. Use hand to o ls o r small po we r to o ls

de signe d fo r sawing o r g rinding , no t hamme ring and c ho pping , to

minimize disturbanc e o f adjac e nt surfac e s. Te mpo rarily c o ve r o pe nings to

re main.

2. Cut o r drill fro m the e xpo se d o r finishe d side into c o nc e ale d surfac e s to

avo id marring e xisting finishe d surfac e s.

3. Do no t use c utting to rc he s until wo rk are a is c le are d o f flammable

mate rials. At c o nc e ale d spac e s, suc h as duc t and pipe inte rio rs, ve rify

c o nditio n and c o nte nts o f hidde n spac e be fo re starting flame -c utting

o pe ratio ns. Mainta in fire watc h and po rtab le fire -suppre ssio n de vic e s

during flame -c utting o pe ratio ns.

4. Lo c ate se le c tive de mo litio n e quipme nt and re mo ve de bris and mate rials

so as no t to impo se e xc e ssive lo ads o n suppo rting walls, flo o rs, o r framing .

5. Dispo se o f de mo lishe d ite ms and mate rials pro mptly. Co mply with

re quire me nts in Se c tio n 01 7419 "Co nstruc tio n Waste Manage me nt and

Dispo sal."

3.5 DISPOSAL OF DEMOLISHED MATERIALS

A. Ge ne ra l: Exc e pt fo r ite ms o r mate rials indic ate d to be re c yc le d, re use d,

sa lvage d, re installe d, o r o the rwise indic ate d to re main Owne r's pro pe rty,

re mo ve de mo lishe d mate rials fro m Pro je c t site and le ga lly dispo se o f the m in

an EPA-appro ve d landfill.

1. Do no t a llo w de mo lishe d mate rials to ac c umulate o n-site .

2. Re mo ve and transpo rt de bris in a manne r that will pre ve nt spillage o n

adjac e nt surfac e s and are as.

3. Re mo ve de bris fro m e le vate d po rtio ns o f building by c hute , ho ist, o r o the r

de vic e that will c o nve y de bris to g rade le ve l in a c o ntro lle d de sc e nt.

4. Co mply with re quire me nts spe c ifie d in Se c tio n 01 7419 "Co nstruc tio n

Waste Manage me nt and Dispo sal."

B. Burning : Do no t burn de mo lishe d mate ria ls.

C. Dispo sal: Transpo rt de mo lishe d mate rials o ff Owne r's pro pe rty and le ga lly

dispo se o f the m.





3.6 CLEANING

A. Cle an adjac e nt struc ture s and impro ve me nts o f dust, dirt, and de bris c ause d

by se le c tive de mo litio n o pe ratio ns. Re turn adjac e nt are as to c o nditio n e xisting

be fo re se le c tive de mo litio n o pe ratio ns be gan.






SECTION 03 3000 - CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

1.1 SUMMARY

A. Se c tio n inc lude s c ast-in-plac e c o nc re te , inc luding fo rmwo rk, re info rc e me nt,

c o nc re te mate rials, mixture de sign, plac e me nt pro c e dure s, and finishe s.


A. Pro duc t Data : Fo r e ac h type o f pro duc t indic ate d.

B. De sign Mixture s: Fo r e ac h c o nc re te mixture .

C. Ste e l Re info rc e me nt Sho p Drawings: Plac ing drawings that de tail fabric atio n,

be nding , and plac e me nt.

D. Fo rmwo rk Sho p Drawings: Pre pare d by o r unde r the supe rvisio n o f a qualifie d

pro fe ssio nal e ng ine e r de tailing fabric atio n, asse mbly, and suppo rt o f fo rmwo rk.


A. We lding c e rtific ate s.

B. Mate rial c e rtific ate s.

C. Mate rial te st re po rts.

D. Flo o r surfac e fla tne ss and le ve lne ss me asure me nts.


A. Manufac ture r Qualific atio ns: A firm e xpe rie nc e d in manufac turing re ady-mixe d

c o nc re te pro duc ts and that c o mplie s with ASTM C 94/ C 94M re quire me nts fo r

pro duc tio n fac ilitie s and e quipme nt.

1. Manufac ture r c e rtifie d ac c o rding to NRMCA's "Ce rtific atio n o f Re ady

Mixe d Co nc re te Pro duc tio n Fac ilitie s."





B. Te sting Age nc y Qualific atio ns: An inde pe nde nt age nc y, ac c e ptable to

autho ritie s having jurisdic tio n, qua lifie d ac c o rding to ASTM C 1077 and

ASTM E 329 fo r te sting indic ate d.

C. We lding Qualific atio ns: Qualify pro c e dure s and pe rso nne l ac c o rding to

AWS D1.4/ D 1.4M, "Struc tura l We lding Co de - Re info rc ing Ste e l."

D. ACI Public atio ns: Co mply with the fo llo wing unle ss mo difie d by re quire me nts in

the Co ntrac t Do c ume nts:

1. ACI 301, "Spe c ific atio ns fo r Struc tural Co nc re te ," Se c tio ns 1 thro ugh 5

2. ACI 117, "Spe c ific atio ns fo r To le ranc e s fo r Co nc re te Co nstruc tio n and

Mate rials."

E. Co nc re te Te sting Se rvic e : Engage a qualifie d inde pe nde nt te sting age nc y to

pe rfo rm mate ria l e valuatio n te sts and to de sign c o nc re te mixture s.

PART 2 - PRODUCTS

2.1 FORM-FACING MATERIALS

A. Smo o th-Fo rme d Finishe d Co nc re te : Fo rm-fac ing pane ls that will pro vide

c o ntinuo us, true , and smo o th c o nc re te surfac e s. Furnish in large st prac tic ab le

size s to minimize numbe r o f jo ints.

2.2 STEEL REINFORCEMENT

A. Re info rc ing Bars: ASTM A 615/ A 615M, Grade 60, de fo rme d.

B. Pla in-Ste e l We lde d Wire Re info rc e me nt: ASTM A 185/ A 185M, pla in, fabric ate d

fro m as-drawn ste e l wire into fla t she e ts.

C. Bar Suppo rts: Bo lste rs, c ha irs, spac e rs, and o the r de vic e s fo r spac ing ,

suppo rting , and faste ning re info rc ing bars and we lde d wire re info rc e me nt in

plac e . Manufac ture bar suppo rts fro m ste e l wire , plastic , o r pre c ast c o nc re te

ac c o rding to CRSI's "Manual o f Standard Prac tic e .

2.3 CONCRETE MATERIALS

A. Ce me ntitio us Mate rial: Use the fo llo wing c e me ntitio us mate rials, o f the same

type , brand, and so urc e , thro ugho ut Pro je c t:

1. Po rtland Ce me nt: ASTM C 150, Type I Type III, g ray.





B. No rmal-We ight Aggre gate s: ASTM C 33, g rade d.

1. Maximum Co arse -Aggre gate Size : 3/ 4 inc h no minal.

2. Fine Aggre gate : Fre e o f mate rials with de le te rio us re ac tivity to a lkali in

c e me nt.

C. Wate r: ASTM C 94/ C 94M and po table .

2.4 ADMIXTURES

A. Air-Entra ining Admixture : ASTM C 260.

B. Che mic a l Admixture s: Pro vide admixture s c e rtifie d by manufac ture r to be

c o mpatib le with o the r admixture s and that will no t c o ntribute wate r-so luble

c hlo ride io ns e xc e e ding tho se pe rmitte d in harde ne d c o nc re te . Do no t use

c alc ium c hlo ride o r admixture s c o nta ining c alc ium c hlo ride .

1. Wate r-Re duc ing Admixture : ASTM C 494/ C 494M, Type A.

2. Re tarding Admixture : ASTM C 494/ C 494M, Type B.

3. Wate r-Re duc ing and Re tarding Admixture : ASTM C 494/ C 494M, Type D.

4. High-Range , Wate r-Re duc ing Admixture : ASTM C 494/ C 494M, Type F.

5. High-Range , Wate r-Re duc ing and Re tarding Admixture :

ASTM C 494/ C 494M, Type G.

6. Plastic izing and Re tarding Admixture : ASTM C 1017/ C 1017M, Type II.

2.5 FIBER REINFORCEMENT

A. Synthe tic Mic ro -Fibe r: Mo no filame nt o r fibrilla te d po lypro pyle ne mic ro -fibe rs

e ng ine e re d and de signe d fo r use in c o nc re te , c o mplying with

ASTM C 1116/ C 1116M, Type III, 1/ 2 to 1-1/ 2 inc he s lo ng .

2.6 VAPOR RETARDERS

A. She e t Vapo r Re tarde r: ASTM E 1745, Class A. Inc lude manufac ture r's

re c o mme nde d adhe sive o r pre ssure -se nsitive tape .

B. She e t Vapo r Re tarde r: Po lye thyle ne she e t, ASTM D 4397, no t le ss than 10 mils

thic k.

2.7 CURING MATERIALS

A. Evapo ratio n Re tarde r: Wate rbo rne , mo no mo le c ular film fo rming , manufac ture d

fo r applic atio n to fre sh c o nc re te .





B. Abso rptive Co ve r: AASHTO M 182, Class 2, burlap c lo th made fro m jute o r

ke naf, we ighing appro ximate ly 9 o z./ sq . yd. whe n dry.

C. Mo isture -Re taining Co ve r: ASTM C 171, po lye thyle ne film o r white burlap-

po lye thyle ne she e t.

D. Wate r: Po tab le .

E. Cle ar, Wate rbo rne , Me mbrane -Fo rming Curing Co mpo und: ASTM C 309,

Type 1, Class B, dissipating .

F. Cle ar, Wate rbo rne , Me mbrane -Fo rming Curing Co mpo und: ASTM C 309,

Type 1, Class B, no ndissipating .

G. Cle ar, So lve nt-Bo rne , Me mbrane -Fo rming Curing and Se aling Co mpo und:

ASTM C 1315, Type 1, Class A.

1. VOC Co nte nt: Curing and se aling c o mpo unds sha ll have a VOC c o nte nt

o f 200 g / L o r le ss whe n c alc ulate d ac c o rding to 40 CFR 59, Subpart D (EPA

Me tho d 24).

H. Cle ar, Wate rbo rne , Me mbrane -Fo rming Curing and Se a ling Co mpo und:

ASTM C 1315, Type 1, Class A.

1. VOC Co nte nt: Curing and se aling c o mpo unds sha ll have a VOC c o nte nt

o f 200 g / L o r le ss whe n c alc ulate d ac c o rding to 40 CFR 59, Subpart D (EPA

Me tho d 24).

2.8 RELATED MATERIALS

A. Expansio n- and Iso latio n-Jo int-Fille r Strips: ASTM D 1751, asphalt-saturate d

c e llulo sic fibe r.

2.9 CONCRETE MIXTURES

A. Pre pare de sign mixture s fo r e ac h type and stre ngth o f c o nc re te , pro po rtio ne d

o n the basis o f labo rato ry tria l mixture o r fie ld te st data , o r bo th, a c c o rding to

ACI 301.

B. Ce me ntitio us Mate rials: Use fly ash, po zzo lan, g ro und granulate d blast-furnac e

slag , and silic a fume as ne e de d to re duc e the to ta l amo unt o f po rtland

c e me nt, whic h wo uld o the rwise be use d, by no t le ss than 40 pe rc e nt.

C. Admixture s: Use admixture s ac c o rding to manufac ture r's writte n instruc tio ns.





1. Use wate r-re duc ing high-range wate r-re duc ing o r plastic izing admixture in

c o nc re te , as re quire d, fo r plac e me nt and wo rkability.

2. Use wate r-re duc ing and re tarding admixture whe n re quire d by high

te mpe rature s, lo w humidity, o r o the r adve rse plac e me nt c o nditio ns.

3. Use wate r-re duc ing admixture in pumpe d c o nc re te , c o nc re te fo r he avy-

use industria l slabs and parking struc ture slabs, c o nc re te re quire d to be

wate rtight, and c o nc re te with a wate r-c e me ntitio us mate ria ls ratio be lo w

0.50.

D. Pro po rtio n no rmal-we ight c o nc re te mixture as fo llo ws:

1. SEE STRUCTURAL DRAWINGS

2.10 FABRICATING REINFORCEMENT

A. Fabric ate ste e l re info rc e me nt ac c o rding to CRSI's "Manual o f Standard

Prac tic e ."

2.11 CONCRETE MIXING

A. Re ady-Mixe d Co nc re te : Me asure , batc h, mix, and de live r c o nc re te ac c o rding

to ASTM C 94/ C 94M and ASTM C 1116/ C 1116M, and furnish batc h tic ke t

info rmatio n.

1. Whe n a ir te mpe rature is be twe e n 85 and 90 de g F, re duc e mixing and

de live ry time fro m 1-1/ 2 ho urs to 75 minute s; whe n a ir te mpe rature is

abo ve 90 de g F, re duc e mixing and de live ry time to 60 minute s.

PART 3 - EXECUTION

3.1 FORMWORK

A. De sign, e re c t, sho re , brac e , and mainta in fo rmwo rk, ac c o rding to ACI 301, to

suppo rt ve rtic al, la te ral, static , and dynamic lo ads, and c o nstruc tio n lo ads that

might be applie d, until struc ture c an suppo rt suc h lo ads.

B. Co nstruc t fo rmwo rk so c o nc re te me mbe rs and struc ture s are o f size , shape ,

a lignme nt, e le vatio n, and po sitio n indic ate d, within to le ranc e limits o f ACI 117.

C. Chamfe r e xte rio r c o rne rs and e dge s o f pe rmane ntly e xpo se d c o nc re te .





3.2 EMBEDDED ITEMS

A. Plac e and se c ure anc ho rage de vic e s and o the r e mbe dde d ite ms re quire d fo r

adjo ining wo rk that is a ttac he d to o r suppo rte d by c ast-in-plac e c o nc re te . Use

se tting drawings, te mplate s, diagrams, instruc tio ns, and dire c tio ns furnishe d with

ite ms to be e mbe dde d.

3.3 VAPOR RETARDERS

A. She e t Vapo r Re tarde rs: Plac e , pro te c t, and re pair she e t vapo r re tarde r

ac c o rding to ASTM E 1643 and manufac ture r's writte n instruc tio ns.

1. Lap jo ints 6 inc he s and se a l with manufac ture r's re c o mme nde d tape .

3.4 STEEL REINFORCEMENT

A. Ge ne ra l: Co mply with CRSI's "Manual o f Standard Prac tic e " fo r plac ing

re info rc e me nt.

1. Do no t c ut o r punc ture vapo r re tarde r. Re pair damage and re se a l vapo r

re tarde r be fo re plac ing c o nc re te .

3.5 JOINTS

A. Ge ne ra l: Co nstruc t jo ints true to line with fac e s pe rpe ndic ular to surfac e plane

o f c o nc re te .

B. Co nstruc tio n Jo ints: Insta ll so stre ngth and appe aranc e o f c o nc re te are no t

impaire d, a t lo c atio ns indic ate d o r as appro ve d by Arc hite c t.

C. Co ntrac tio n Jo ints in Slabs-o n-Grade : Fo rm we ake ne d-plane c o ntrac tio n jo ints,

se c tio ning c o nc re te into are as as indic ate d. Co nstruc t c o ntrac tio n jo ints fo r a

de pth e qual to a t le ast o ne -fo urth o f c o nc re te thic kne ss as fo llo ws:

1. Gro o ve d Jo ints: Fo rm c o ntrac tio n jo ints a fte r initia l flo ating by g ro o ving

and finishing e ac h e dge o f jo int to a radius o f 1/ 8 inc h. Re pe at g ro o ving

o f c o ntrac tio n jo ints a fte r applying surfac e finishe s. Eliminate g ro o ve r to o l

marks o n c o nc re te surfac e s.

2. Sawe d Jo ints: Fo rm c o ntrac tio n jo ints with po we r saws e quippe d with

shatte rpro o f abrasive o r diamo nd-rimme d b lade s. Cut 1/ 8-inc h- wide

jo ints into c o nc re te whe n c utting ac tio n will no t te ar, abrade , o r o the rwise

damage surfac e and be fo re c o nc re te de ve lo ps rando m c o ntrac tio n

c rac ks.





D. Iso latio n Jo ints in Slabs-o n-Grade : Afte r re mo ving fo rmwo rk, insta ll jo int-fille r strips

a t slab junc tio ns with ve rtic a l surfac e s, suc h as c o lumn pe de sta ls, fo undatio n

walls, g rade be ams, and o the r lo c atio ns, as indic ate d.

E. Wate rsto ps: Install in c o nstruc tio n jo ints and at o the r jo ints indic ate d ac c o rding

to manufac ture r's writte n instruc tio ns.

3.6 CONCRETE PLACEMENT

A. Be fo re plac ing c o nc re te , ve rify that insta lla tio n o f fo rmwo rk, re info rc e me nt, and

e mbe dde d ite ms is c o mple te and that re quire d inspe c tio ns have be e n

pe rfo rme d.

B. De po sit c o nc re te c o ntinuo usly in o ne laye r o r in ho rizo ntal laye rs o f suc h

thic kne ss that no ne w c o nc re te will be plac e d o n c o nc re te that has harde ne d

e no ugh to c ause se ams o r plane s o f we akne ss. If a se c tio n c anno t be plac e d

c o ntinuo usly, pro vide c o nstruc tio n jo ints as indic ate d. De po sit c o nc re te to

avo id se gre gatio n.

1. Co nso lidate plac e d c o nc re te with me c hanic al vibrating e quipme nt

ac c o rding to ACI 301.

C. Co ld-We athe r Plac e me nt: Co mply with ACI 306.1.

D. Ho t-We athe r Plac e me nt: Co mply with ACI 301.

3.7 FINISHING FORMED SURFACES

A. Ro ugh-Fo rme d Finish: As-c ast c o nc re te te xture imparte d by fo rm-fac ing

mate rial with tie ho le s and de fe c ts re paire d and patc he d. Re mo ve fins and

o the r pro je c tio ns that e xc e e d spe c ifie d limits o n fo rme d-surfac e irre gularitie s.

B. Smo o th-Fo rme d Finish: As-c ast c o nc re te te xture imparte d by fo rm-fac ing

mate rial, arrange d in an o rde rly and symme tric al manne r with a minimum o f

se ams. Re pair and patc h tie ho le s and de fe c ts. Re mo ve fins and o the r

pro je c tio ns that e xc e e d spe c ifie d limits o n fo rme d-surfac e irre gularitie s.

1. Apply to c o nc re te surfac e s e xpo se d to public vie w.

C. Rubbe d Finish: Apply the fo llo wing to smo o th-fo rme d finishe d as-c ast c o nc re te

whe re indic ate d:

1. Smo o th-Rubbe d Finish: No t la te r than o ne day a fte r fo rm re mo val, mo iste n

c o nc re te surfac e s and rub with c arbo rundum bric k o r ano the r abrasive

until pro duc ing a unifo rm c o lo r and te xture . Do no t apply c e me nt g ro ut

o the r than that c re ate d by the rubbing pro c e ss.





2. Gro ut-Cle ane d Finish: We t c o nc re te surfac e s and apply gro ut o f a

c o nsiste nc y o f thic k paint to c o at surfac e s and fill small ho le s. Mix o ne part

po rtland c e me nt to o ne and o ne -half parts fine sand with a 1:1 mixture o f

bo nding admixture and wate r. Add white po rtland c e me nt in amo unts

de te rmine d by tria l patc he s so c o lo r o f dry g ro ut will matc h adjac e nt

surfac e s. Sc rub gro ut into vo ids and re mo ve e xc e ss gro ut. Whe n gro ut

white ns, rub surfac e with c le an burlap and ke e p surfac e damp by fo g

spray fo r a t le ast 36 ho urs.

3. Co rk-Flo ate d Finish: We t c o nc re te surfac e s and apply a stiff g ro ut. Mix o ne

part po rtland c e me nt and o ne part fine sand with a 1:1 mixture o f

bo nding age nt and wate r. Add white po rtland c e me nt in amo unts

de te rmine d by tria l patc he s so c o lo r o f dry g ro ut will matc h adjac e nt

surfac e s. Co mpre ss gro ut into vo ids by grinding surfac e . In a swirling

mo tio n, finish surfac e with a c o rk flo at.

D. Re late d Unfo rme d Surfac e s: At to ps o f walls, ho rizo nta l o ffse ts, and similar

unfo rme d surfac e s adjac e nt to fo rme d surfac e s, strike o ff smo o th and finish with

a te xture matc hing adjac e nt fo rme d surfac e s. Co ntinue final surfac e tre atme nt

o f fo rme d surfac e s unifo rmly ac ro ss adjac e nt unfo rme d surfac e s unle ss

o the rwise indic ate d.

3.8 FINISHING FLOORS AND SLABS

A. Ge ne ra l: Co mply with ACI 302.1R re c o mme ndatio ns fo r sc re e ding ,

re straighte ning , and finishing o pe ratio ns fo r c o nc re te surfac e s. Do no t we t

c o nc re te surfac e s.

B. Flo at Finish: Co nso lidate surfac e with po we r-drive n flo ats o r by hand flo ating if

are a is small o r inac c e ssible to po we r drive n flo ats. Re straighte n, c ut do wn high

spo ts, and fill lo w spo ts. Re pe at flo at passe s and re straighte ning until surfac e is

le ft with a unifo rm, smo o th, g ranular te xture .

1. Apply flo at finish to surfac e s to re c e ive tro we l finish.

C. Tro we l Finish: Afte r applying flo at finish, apply first tro we ling and c o nso lidate

c o nc re te by hand o r po we r-drive n tro we l. Co ntinue tro we ling passe s and

re straighte n until surfac e is fre e o f tro we l marks and unifo rm in te xture and

appe aranc e . Grind smo o th any surfac e de fe c ts that wo uld te le graph thro ugh

applie d c o atings o r flo o r c o ve rings.

1. Apply a tro we l finish to surfac e s e xpo se d to vie w o r to be c o ve re d with

re silie nt flo o ring , c arpe t, c e ramic o r quarry tile se t o ve r a c le avage

me mbrane , paint, o r ano the r thin-film-finish c o ating syste m.

2. Finish and me asure surfac e so gap at any po int be twe e n c o nc re te

surfac e and an unle ve le d, fre e standing , 10-ft.- lo ng stra ighte dge re sting





o n two high spo ts and plac e d anywhe re o n the surfac e do e s no t e xc e e d

3/ 16 inc h.

D. Tro we l and Fine -Bro o m Finish: Apply a first tro we l finish to surfac e s whe re

c e ramic o r quarry tile is to be installe d by e ithe r thic kse t o r thin-se t me tho d.

While c o nc re te is still plastic , slightly sc arify surfac e with a fine bro o m.

1. Co mply with fla tne ss and le ve lne ss to le ranc e s fo r tro we l-finishe d flo o r

surfac e s.

E. Bro o m Finish: Apply a bro o m finish to e xte rio r c o nc re te platfo rms, ste ps, ramps,

and e lse whe re as indic ate d.

3.9 CONCRETE PROTECTING AND CURING

A. Ge ne ra l: Pro te c t fre shly plac e d c o nc re te fro m pre mature drying and e xc e ssive

c o ld o r ho t te mpe rature s. Co mply with ACI 306.1 fo r c o ld-we athe r pro te c tio n

and ACI 301 fo r ho t-we athe r pro te c tio n during c uring .

B. Evapo ratio n Re tarde r: Apply e vapo ratio n re tarde r to unfo rme d c o nc re te

surfac e s if ho t, dry, o r windy c o nditio ns c ause mo isture lo ss appro ac hing 0.2

lb / sq . ft. x h be fo re and during finishing o pe ratio ns. Apply ac c o rding to

manufac ture r's writte n instruc tio ns a fte r plac ing , sc re e ding , and bull flo ating o r

darbying c o nc re te , but be fo re flo at finishing .

C. Cure c o nc re te ac c o rding to ACI 308.1, by o ne o r a c o mbinatio n o f the

fo llo wing me tho ds:

1. Mo isture Curing : Ke e p surfac e s c o ntinuo usly mo ist fo r no t le ss than se ve n

days.

2. Mo isture -Re taining-Co ve r Curing : Co ve r c o nc re te surfac e s with mo isture -

re taining c o ve r fo r c uring c o nc re te , plac e d in wide st prac tic able width,

with side s and e nds lappe d at le ast 12 inc he s, and se ale d by wate rpro o f

tape o r adhe sive . Cure fo r no t le ss than se ve n days. Imme diate ly re pa ir

any ho le s o r te ars during c uring pe rio d using c o ve r mate ria l and

wate rpro o f tape .

3. Curing Co mpo und: Apply unifo rmly in c o ntinuo us o pe ratio n by po we r

spray o r ro lle r ac c o rding to manufac ture r's writte n instruc tio ns. Re c o at

are as sub je c te d to he avy rainfa ll within thre e ho urs a fte r initia l

applic atio n. Maintain c o ntinuity o f c o ating and re pair damage during

c uring pe rio d.

a . Re mo val: Afte r c uring pe rio d has e lapse d, re mo ve c uring

c o mpo und witho ut damaging c o nc re te surfac e s by me tho d

re c o mme nde d by c uring c o mpo und manufac ture r unle ss





manufac ture r c e rtifie s c uring c o mpo und will no t inte rfe re with

bo nding o f flo o r c o ve ring use d o n Pro je c t.

4. Curing and Se a ling Co mpo und: Apply unifo rmly to flo o rs and slabs

indic ate d in a c o ntinuo us o pe ratio n by po we r spray o r ro lle r ac c o rding to

manufac ture r's writte n instruc tio ns. Re c o at are as sub je c te d to he avy

ra infall within thre e ho urs a fte r initia l applic atio n. Re pe at pro c e ss 24 ho urs

la te r and apply a se c o nd c o at. Maintain c o ntinuity o f c o ating and re pair

damage during c uring pe rio d.

3.10 CONCRETE SURFACE REPAIRS

A. De fe c tive Co nc re te : Re pair and patc h de fe c tive are as whe n appro ve d by

Arc hite c t. Re mo ve and re plac e c o nc re te that c anno t be re pa ire d and

patc he d to Arc hite c t's appro val.

3.11 FIELD QUALITY CONTROL

A. Te sting and Inspe c ting : Owne r will e ngage a qualifie d te sting and inspe c ting

age nc y to pe rfo rm fie ld te sts and inspe c tio ns and pre pare te st re po rts.






SECTION 040110 - MASONRY CLEANING

PART 1 - GENERAL

1.1 SUMMARY

A. Se c tio n inc lude s c le aning the fo llo wing :

1. Unit maso nry surfac e s.

1.2 DEFINITIONS

A. Lo w-Pre ssure Spray: 100 to 400 psi; 4 to 6 gpm.


A. Pro duc t Data : Fo r e ac h type o f pro duc t.


A. Mo c kups: Pre pare mo c kups o f c le aning o n e xisting surfac e s to de mo nstrate

ae sthe tic e ffe c ts and to se t quality standards fo r mate rials and e xe c utio n.

1. Cle aning : Cle an an are a appro ximate ly 25 sq . ft. fo r e ac h type o f

maso nry and surfac e c o nditio n.

a . Te st c le ane rs and me tho ds o n sample s o f adjac e nt mate ria ls fo r

po ssible adve rse re ac tio ns. Do no t te st c le ane rs and me tho ds kno wn

to have de le te rio us e ffe c t.

b . Allo w a waiting pe rio d o f no t le ss than se ve n days a fte r c o mple tio n

o f sample c le aning to pe rmit a study o f sample pane ls fo r ne gative

re ac tio ns.

PART 2 - PRODUCTS

2.1 CLEANING MATERIALS

A. Wate r: Po tab le .

B. Ho t Wate r: Wate r he ate d to a te mpe rature o f 140 to 160 de g F.





C. Ac idic Cle ane r: Manufac ture r's standard ac idic maso nry c le ane r c o mpo se d o f

hydro fluo ric ac id o r ammo nium b ifluo ride b le nde d with o the r ac ids, de te rge nts,

we tting age nts, and inhibito rs.

1. Pro duc ts: Sub je c t to c o mplianc e with re quire me nts, available pro duc ts

that may be inc o rpo rate d into the Wo rk inc lude , but are no t limite d to ,

the fo llo wing :

a . EaCo Che m, Inc .; GS-Re sto ratio n.

b . PROSOCO, Inc .; Enviro Kle an Re sto ratio n Cle ane r Enviro Kle an

SafRe sto re r, Sure Kle an He avy-Duty Re sto ratio n Cle ane r, o r Sure

Kle an Re sto ratio n Cle ane r.

c . Or appro ve d e qual.

2.2 CHEMICAL CLEANING SOLUTIONS

A. Dilute c he mic a l c le ane rs with wate r to pro duc e so lutio ns no t e xc e e ding

c o nc e ntratio n re c o mme nde d in writing by c he mic al-c le ane r manufac ture r.

PART 3 - EXECUTION

3.1 PROTECTION

A. Co mply with e ac h manufac ture r's writte n instruc tio ns fo r pro te c ting building

and o the r surfac e s aga inst damage fro m e xpo sure to its pro duc ts. Pre ve nt

pa int re mo ve rs and c he mic al c le aning so lutio ns fro m c o ming into c o ntac t with

pe o ple , mo to r ve hic le s, landsc aping , buildings, and o the r surfac e s that c o uld

be harme d by suc h c o ntac t.

1. Co ve r adjac e nt surfac e s with mate rials that are pro ve n to re sist paint

re mo ve rs and c he mic a l c le ane rs use d unle ss pro duc ts be ing use d will no t

damage adjac e nt surfac e s. Use pro te c tive mate rials that are wate rpro o f

and UV re sistant. Apply masking age nts ac c o rding to manufac ture r's

writte n instruc tio ns. Do no t apply liquid strippable masking age nt to

pa inte d o r po ro us surfac e s. Whe n no lo nge r ne e de d, pro mptly re mo ve

masking to pre ve nt adhe sive sta ining .

3.2 CLEANING MASONRY, GENERAL

A. Cle aning Appe aranc e Standard: Cle ane d surfac e s are to have a unifo rm

appe aranc e as vie we d fro m 20 fe e t away by Arc hite c t.

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B. Pro c e e d with c le aning in an o rde rly manne r; wo rk fro m to p to bo tto m o f e ac h

sc affo ld width and fro m o ne e nd o f e ac h e le vatio n to the o the r. Ensure that

dirty re sidue s and rinse wate r do no t wash o ve r dry, c le ane d surfac e s.

C. Use o nly tho se c le aning me tho ds indic ate d fo r e ac h maso nry mate rial and

lo c atio n.

1. Brushe s: Do no t use wire brushe s o r brushe s that are no t re sistant to

c he mic al c le ane r be ing use d.

2. Spray Equipme nt: Use spray e quipme nt that pro vide s c o ntro lle d

applic atio n at vo lume and pre ssure indic ate d, me asure d at no zzle . Adjust

pre ssure and vo lume to e nsure that c le aning me tho ds do no t damage

surfac e s, inc luding jo ints.

a . Equip units with pre ssure gage s.

b . Fo r c he mic al-c le ane r spray applic atio n, use lo w-pre ssure tank o r

c he mic al pump suitab le fo r c he mic al c le ane r indic ate d, e quippe d

with no zzle having a c o ne -shape d spray.

c . Fo r wate r-spray applic atio n, use fan-shape d spray that dispe rse s

wate r a t an angle o f 25 to 50 de gre e s.

d . Fo r he ate d wate r-spray applic atio n, use e quipme nt c apable o f

maintaining te mpe rature be twe e n 140 and 160 de g F at flo w rate s

indic ate d.

D. Pe rfo rm e ac h c le aning me tho d indic ate d in a manne r that re sults in unifo rm

c o ve rage o f a ll surfac e s, inc luding c o rne rs, mo ldings, and inte rstic e s, and that

pro duc e s an e ve n e ffe c t witho ut stre aking o r damaging maso nry surfac e s.

Ke e p wall we t be lo w are a be ing c le ane d to pre ve nt stre aking fro m runo ff.

E. Pe rfo rm additio nal ge ne ra l c le aning , pa int and stain re mo val, and spo t

c le aning o f small are as that are no tic e ably diffe re nt whe n vie we d ac c o rding

to the "Cle aning Appe aranc e Standard" Paragraph, so that c le ane d surfac e s

b le nd smo o thly into surro unding are as.

F. Wate r-Spray Applic atio n Me tho d: Unle ss o the rwise indic ate d, ho ld spray no zzle

a t le ast 6 inc he s fro m maso nry surfac e and apply wate r in ho rizo nta l bac k-and-

fo rth swe e ping mo tio n, o ve rlapping pre vio us stro ke s to pro duc e unifo rm

c o ve rage .

G. Che mic a l-Cle ane r Applic atio n Me tho ds: Apply c he mic a l c le ane rs to maso nry

surfac e s ac c o rding to c he mic al-c le ane r manufac ture r's writte n instruc tio ns; use

brush o r spray applic atio n. Do no t spray apply a t pre ssure s e xc e e ding 50 psi.

Do no t a llo w c he mic a ls to re main o n surfac e fo r pe rio ds lo nge r than tho se

indic ate d o r re c o mme nde d in writing by manufac ture r.

H. Rinse o ff c he mic al re sidue and so il by wo rking upward fro m bo tto m to to p o f

e ac h tre ate d are a at e ac h stage o r sc a ffo ld se tting . Pe rio dic ally during e ac h





rinse , te st pH o f rinse wate r running o ff o f c le ane d are a to de te rmine that

c he mic al c le ane r is c o mple te ly re mo ve d.

1. Apply ne utra lizing age nt and re pe at rinse if ne c e ssary to pro duc e te ste d

pH o f be twe e n 6.7 and 7.5.

3.3 PRELIMINARY CLEANING

A. Pre liminary Cle aning : Be fo re be g inning ge ne ral c le aning , re mo ve e xtrane o us

substanc e s that are re sistant to planne d c le aning me tho ds. Extrane o us

substanc e s inc lude pa int, c aulking , asphalt, and tar.

3.4 CLEANING MASONRY

A. Ac idic Che mic al Cle aning :

1. We t surfac e with c o ld wate r applie d by lo w-pre ssure spray.

2. Apply c le ane r to surfac e in two applic atio ns by brush o r lo w-pre ssure

spray.

3. Le t c le ane r re main o n surfac e fo r pe rio d re c o mme nde d in writing by

c he mic al-c le ane r manufac ture r.

4. Rinse with c o ld wate r applie d by lo w-pre ssure spray to re mo ve c he mic als

and so il. Rinse until a ll fo aming , if any, sto ps and suds disappe ar.

5. Re pe at c le aning pro c e dure abo ve whe re re quire d to pro duc e c le aning

e ffe c t e stab lishe d by mo c kup. Do no t re pe at mo re than o nc e . If

additio nal c le aning is re quire d, use ste am c le aning .

END OF SECTION 040110





SECTION 04 2200 - CONCRETE UNIT MASONRY

PART 1 - GENERAL

1.1 SUMMARY


1. Co nc re te maso nry units (CMU's).

2. Ste e l re info rc ing bars.



B. Sho p Drawings: Fo r re info rc ing ste e l. De tail be nding and plac e me nt o f unit

maso nry re info rc ing bars. Co mply with ACI 315, "De ta ils and De ta iling o f

Co nc re te Re info rc e me nt."


A. Mate rial Ce rtific ate s: Fo r e ac h type and size o f pro duc t indic ate d. Fo r maso nry

units inc lude mate ria l te st re po rts substantiating c o mplianc e with re quire me nts.

B. Mix De signs: Fo r e ac h type o f mo rtar and gro ut. Inc lude de sc riptio n o f type and

pro po rtio ns o f ingre die nts.

1. Inc lude te st re po rts fo r mo rtar mixe s re quire d to c o mply with pro pe rty

spe c ific atio n. Te st ac c o rding to ASTM C 109/ C 109M fo r c o mpre ssive

stre ngth, ASTM C 1506 fo r wate r re te ntio n, and ASTM C 91 fo r a ir c o nte nt.

2. Inc lude te st re po rts, ac c o rding to ASTM C 1019, fo r g ro ut mixe s re quire d to

c o mply with c o mpre ssive stre ngth re quire me nt.


A. Maso nry Standard: Co mply with ACI 530.1/ ASCE 6/ TMS 602 unle ss mo difie d by

re quire me nts in the Co ntrac t Do c ume nts.





1.5 PROJECT CONDITIONS

A. Co ld-We athe r Re quire me nts: Do no t use fro ze n mate ria ls o r mate ria ls mixe d o r

c o ate d with ic e o r fro st. Do no t build o n fro ze n substrate s. Re mo ve and re plac e

unit maso nry damage d by fro st o r by fre e zing c o nditio ns. Co mply with c o ld-

we athe r c o nstruc tio n re quire me nts c o ntaine d in ACI 530.1/ ASCE 6/ TMS 602.

B. Ho t-We athe r Re quire me nts: Co mply with ho t-we athe r c o nstruc tio n

re quire me nts c o nta ine d in ACI 530.1/ ASCE 6/ TMS 602.

PART 2 - PRODUCTS

2.1 MASONRY UNITS, GENERAL

A. De fe c tive Units: Re fe re nc e d maso nry unit standards may a llo w a c e rta in

pe rc e ntage o f units to c o nta in c hips, c rac ks, o r o the r de fe c ts e xc e e ding limits

state d in the standard. Do no t use units whe re suc h de fe c ts will be e xpo se d in

the c o mple te d Wo rk.

B. Fire -Re sistanc e Ratings: Whe re indic ate d, pro vide units that c o mply with

re quire me nts fo r fire -re sistanc e ratings indic ate d as de te rmine d by te sting

ac c o rding to ASTM E 119, by e quivale nt maso nry thic kne ss, o r by o the r me ans,

as ac c e ptab le to autho ritie s having jurisdic tio n.

2.2 CONCRETE MASONRY UNITS

A. Shape s: Pro vide shape s indic ate d and fo r linte ls, c o rne rs, jambs, sashe s,

mo ve me nt jo ints, he ade rs, bo nding , and o the r spe c ial c o nditio ns.

B. CMUs: ASTM C 90.

2.3 MORTAR AND GROUT MATERIALS

A. Po rtland Ce me nt: ASTM C 150, Type I o r II, e xc e pt Type III may be use d fo r c o ld-

we athe r c o nstruc tio n. Pro vide natura l c o lo r o r white c e me nt as re quire d to

pro duc e mo rtar c o lo r indic ate d.

B. Hydrate d Lime : ASTM C 207, Type S.

C. Po rtland Ce me nt-Lime Mix: Pac kage d b le nd o f po rtland c e me nt and hydrate d

lime c o ntaining no o the r ingre die nts.

D. Mo rtar Ce me nt: ASTM C 1329.







the fo llo wing :

a . Lafarge No rth Ame ric a Inc .; La farge Mo rtar Ce me nt o r Magno lia

Supe rbo nd Mo rtar Ce me nt.

b . Or appro ve d e qual.

E. Aggre gate fo r Mo rtar: ASTM C 144.

1. Fo r jo ints le ss than 1/ 4 inc h thic k, use aggre gate g rade d with 100 pe rc e nt

passing the No . 16 sie ve .

2. White -Mo rtar Aggre gate s: Natura l white sand o r c rushe d white sto ne .

3. Co lo re d-Mo rtar Aggre gate s: Natura l sand o r c rushe d sto ne o f c o lo r

ne c e ssary to pro duc e re quire d mo rtar c o lo r.

F. Aggre gate fo r Gro ut: ASTM C 404.

G. Co ld-We athe r Admixture : No nc hlo ride , no nc o rro sive , ac c e le rating admixture

c o mplying with ASTM C 494/ C 494M, Type C, and re c o mme nde d by

manufac ture r fo r use in maso nry mo rtar o f c o mpo sitio n indic ate d.

1. Pro duc ts: Subje c t to c o mplianc e with re quire me nts, [provide the

following] [provide one of the following] [available products that may be

incorporated into the Work include, but are not limited to, the following]:

a . Euc lid Che mic a l Co mpany (The ); Ac c e lguard 80.

b . Grac e Co nstruc tio n Pro duc ts, W. R. Grac e & Co . - Co nn.; Mo rse t.

c . So nne bo rn Pro duc ts, BASF Aktie nge se llsc haft; Trimix-NCA.

d. <Insert manufacturer's name; product name or designation>.

H. Wate r: Po tab le .

2.4 REINFORCEMENT

A. Unc o ate d Ste e l Re info rc ing Bars: ASTM A 615/ A 615M o r ASTM A 996/ A 996M,

Grade 60.

B. Maso nry Jo int Re info rc e me nt, Ge ne ral: ASTM A 951/ A 951M.

1. Inte rio r Walls: Ho t-dip ga lvanize d, c arbo n ste e l.

2. Exte rio r Walls: Ho t-dip ga lvanize d, c arbo n ste e l.

3. Wire Size fo r Side Ro ds: 0.187-inc h diame te r.

4. Wire Size fo r Cro ss Ro ds: 0.187-inc h diame te r.

5. Wire Size fo r Ve ne e r Tie s: 0.187-inc h diame te r.

6. Spac ing o f Cro ss Ro ds, Tabs, and Cro ss Tie s: No t mo re than 16 inc he s o .c .

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7. Pro vide in le ngths o f no t le ss than 10 fe e t , with pre fabric ate d c o rne r and

te e units.

2.5 TIES AND ANCHORS

A. Mate rials: Pro vide tie s and anc ho rs spe c ifie d in this artic le that are made fro m

mate rials that c o mply with the fo llo wing unle ss o the rwise indic ate d.

1. Ho t-Dip Galvanize d, Carbo n-Ste e l Wire : ASTM A 82/ A 82M; with

ASTM A 153/ A 153M, Class B-2 c o ating .

2. Ste e l She e t, Galvanize d a fte r Fabric atio n: ASTM A 1008/ A 1008M,

Co mme rc ial Ste e l, with ASTM A 153/ A 153M, Class B c o ating .

3. Ste e l Plate s, Shape s, and Bars: ASTM A 36/ A 36M.

B. Adjustable Anc ho rs fo r Co nne c ting to Struc tura l Ste e l Framing : Pro vide anc ho rs

that a llo w ve rtic al o r ho rizo nta l adjustme nt but re sist te nsio n and c o mpre ssio n

fo rc e s pe rpe ndic ular to plane o f wall.

1. Anc ho r Se c tio n fo r We lding to Ste e l Frame : Crimpe d 1/ 4-inc h- diame te r,

ho t-dip galvanize d ste e l wire .

2. Tie Se c tio n: Triangular-shape d wire tie , size d to e xte nd within 1 inc h o f

maso nry fac e , made fro m 0.187-inc h- diame te r, ho t-dip ga lvanize d ste e l

wire .

C. Partitio n To p anc ho rs: 0.105-inc h- thic k me ta l plate with 3/ 8-inc h- diame te r

me ta l ro d 6 inc he s lo ng we lde d to plate and with c lo se d-e nd plastic tube fitte d

o ve r ro d that a llo ws ro d to mo ve in and o ut o f tube . Fabric ate fro m ste e l, ho t-

dip ga lvanize d a fte r fabric atio n.

D. Rigid Anc ho rs: Fabric ate fro m ste e l bars 1-1/ 2 inc he s wide by 1/ 4 inc h thic k by

24 inc he s lo ng , with e nds turne d up 2 inc he s o r with c ro ss pins unle ss o the rwise

indic ate d.

1. Co rro sio n Pro te c tio n: Ho t-dip galvanize d to c o mply with

ASTM A 153/ A 153M.

E. Anc ho r Bo lts: He ade d o r L-shape d ste e l bo lts c o mplying with ASTM A 307,

Grade A; with ASTM A 563 he x nuts and, whe re indic ate d, fla t washe rs; ho t-dip

ga lvanize d to c o mply with ASTM A 153/ A 153M, Class C; o f dime nsio ns

indic ate d.

2.6 EMBEDDED FLASHING MATERIALS

A. Me tal Flashing : Pro vide me ta l flashing c o mplying with SMACNA's "Arc hite c tural

She e t Me tal Manual" and as fo llo ws:





1. Me tal Drip Edge : Fabric ate fro m stainle ss ste e l. Exte nd at le ast 3 inc he s

into wall and 1/ 2 inc h o ut fro m wall, with o ute r e dge be nt do wn 30

de gre e s and he mme d.

B. Fle xib le Flashing : Use o ne o f the fo llo wing unle ss o the rwise indic ate d:

1. Rubbe rize d-Asphalt Flashing : Co mpo site flashing pro duc t c o nsisting o f a

pliab le , adhe sive rubbe rize d-asphalt c o mpo und, bo nde d to a high-

de nsity, c ro ss-laminate d po lye thyle ne film to pro duc e an o ve ra ll thic kne ss

o f no t le ss than 0.040 inc h.

a . Pro duc ts: Subje c t to c o mplianc e with re quire me nts, available

pro duc ts that may be inc o rpo rate d into the Wo rk inc lude , but are

no t limite d to , the fo llo wing :

1) Ho hmann & Barnard, Inc .; Te xtro flash.

2) Or appro ve d e qual.

C. Adhe sive s, Prime rs, and Se am Tape s fo r Flashings: Flashing manufac ture r's

standard pro duc ts o r pro duc ts re c o mme nde d by flashing manufac ture r fo r

bo nding flashing she e ts to e ac h o the r and to substrate s.

2.7 MASONRY-CELL INSULATION

A. Lo o se -Granular Fill Insulatio n: Pe rlite c o mplying with ASTM C 549, Type II (surfac e

tre ate d fo r wate r re pe lle nc y and limite d mo isture abso rptio n) o r Type IV

(surfac e tre ate d fo r wate r re pe lle nc y and to limit dust ge ne ratio n).

2.8 MORTAR AND GROUT MIXES

A. Ge ne ra l: Do no t use admixture s, inc luding pigme nts, a ir-e ntraining age nts,

ac c e le rato rs, re tarde rs, wate r-re pe lle nt age nts, antifre e ze c o mpo unds, o r o the r

admixture s unle ss o the rwise indic ate d.

1. Do no t use c a lc ium c hlo ride in mo rtar o r g ro ut.

2. Use po rtland c e me nt-lime o r mo rtar c e me nt mo rtar unle ss o the rwise

indic ate d.

3. Fo r e xte rio r maso nry, use po rtland c e me nt-lime o r mo rtar c e me nt mo rtar.

4. Fo r re info rc e d maso nry, use po rtland c e me nt-lime o r mo rtar c e me nt

mo rtar.

5. Add c o ld-we athe r admixture (if use d) a t same rate fo r a ll mo rtar that will

be e xpo se d to vie w, re gardle ss o f we athe r c o nditio ns, to e nsure that

mo rtar c o lo r is c o nsiste nt.







B. Pre ble nde d, Dry Mo rtar Mix: Furnish dry mo rtar ingre die nts in fo rm o f a

pre b le nde d mix. Me asure quantitie s by we ight to e nsure ac c urate pro po rtio ns,

and tho ro ughly b le nd ingre die nts be fo re de live ring to Pro je c t site .

C. Mo rtar fo r Unit Maso nry: Co mply with ASTM C 270. Pro vide the fo llo wing type s o f

mo rtar fo r applic atio ns state d unle ss ano the r type is indic ate d.

1. Fo r maso nry be lo w grade o r in c o ntac t with e arth, use Type S.

2. Fo r re info rc e d maso nry, use Type S.

3. Fo r mo rtar parge c o ats, use Type S.

4. Fo r e xte rio r, abo ve -grade , lo ad-be aring and no n-lo ad-be aring walls and

parape t walls; fo r inte rio r lo ad-be aring walls; fo r inte rio r no n-lo ad-be aring

partitio ns; and fo r o the r applic atio ns whe re ano the r type is no t indic ate d,

use Type N.

D. Gro ut fo r Unit Maso nry: Co mply with ASTM C 476.

1. Use gro ut o f type indic ate d o r, if no t o the rwise indic ate d, o f type (fine o r

c o arse ) that will c o mply with Table 1.15.1 in ACI 530.1/ ASCE 6/ TMS 602 fo r

dime nsio ns o f g ro ut spac e s and po ur he ight.

2. Pro po rtio n gro ut in ac c o rdanc e with ASTM C 476.

3. Pro vide g ro ut with a slump o f 10 to 11 inc he s as me asure d ac c o rding to

ASTM C 143/ C 143M.

PART 3 - EXECUTION

3.1 TOLERANCES

A. Dime nsio ns and Lo c atio ns o f Ele me nts:

1. Fo r dime nsio ns in c ro ss se c tio n o r e le vatio n do no t vary by mo re than plus

1/ 2 inc h o r minus 1/ 4 inc h.

2. Fo r lo c atio n o f e le me nts in plan do no t vary fro m that indic ate d by mo re

than plus o r minus 1/ 2 inc h.

3. Fo r lo c atio n o f e le me nts in e le vatio n do no t vary fro m that indic ate d by

mo re than plus o r minus 1/ 4 inc h in a sto ry he ight o r 1/ 2 inc h to tal.

B. Line s and Le ve ls:

1. Fo r be d jo ints and to p surfac e s o f be aring walls do no t vary fro m le ve l by

mo re than 1/ 4 inc h in 10 fe e t, o r 1/ 2 inc h maximum.

2. Fo r c o nspic uo us ho rizo nta l line s, suc h as linte ls, sills, parape ts, and re ve als,

do no t vary fro m le ve l by mo re than 1/ 8 inc h in 10 fe e t, 1/ 4 inc h in 20 fe e t,

o r 1/ 2 inc h maximum.





3. Fo r ve rtic a l line s and surfac e s do no t vary fro m plumb by mo re than 1/ 4

inc h in 10 fe e t, 3/ 8 inc h in 20 fe e t, o r 1/ 2 inc h maximum.

4. Fo r c o nspic uo us ve rtic al line s, suc h as e xte rnal c o rne rs, do o r jambs,

re ve a ls, and e xpansio n and c o ntro l jo ints, do no t vary fro m plumb by

mo re than 1/ 8 inc h in 10 fe e t, 1/ 4 inc h in 20 fe e t, o r 1/ 2 inc h maximum.

5. Fo r line s and surfac e s do no t vary fro m stra ight by mo re than 1/ 4 inc h in 10

fe e t, 3/ 8 inc h in 20 fe e t, o r 1/ 2 inc h maximum.

C. Jo ints:

1. Fo r be d jo ints, do no t vary fro m thic kne ss indic ate d by mo re than plus o r

minus 1/ 8 inc h, with a maximum thic kne ss limite d to 1/ 2 inc h.

2. Fo r he ad and c o llar jo ints, do no t vary fro m thic kne ss indic ate d by mo re

than plus 3/ 8 inc h o r minus 1/ 4 inc h.

3. Fo r e xpo se d he ad jo ints, do no t vary fro m thic kne ss indic ate d by mo re

than plus o r minus 1/ 8 inc h.

3.2 LAYING MASONRY WALLS

A. Lay o ut walls in advanc e fo r ac c urate spac ing o f surfac e bo nd patte rns with

unifo rm jo int thic kne sse s and fo r ac c urate lo c atio n o f o pe nings, mo ve me nt-

type jo ints, re turns, and o ffse ts. Avo id using le ss-than-half-size units, partic ularly

a t c o rne rs, jambs, and, whe re po ssib le , a t o the r lo c atio ns.

B. Use full-size units witho ut c utting if po ssib le . If c utting is re quire d to pro vide a

c o ntinuo us patte rn o r to fit adjo ining c o nstruc tio n, c ut units with mo to r-drive n

saws; pro vide c le an, sharp, unc hippe d e dge s. Allo w units to dry be fo re laying

unle ss we tting o f units is spe c ifie d. Install c ut units with c ut surfac e s and, whe re

po ssible , c ut e dge s c o nc e a le d.

C. Bo nd Patte rn fo r Expo se d Maso nry: Unle ss o the rwise indic ate d, lay e xpo se d

maso nry in running bo nd; do no t use units with le ss than no minal 4-inc h

ho rizo nta l fac e dime nsio ns at c o rne rs o r jambs.

D. Built-in Wo rk: As c o nstruc tio n pro gre sse s, build in ite ms spe c ifie d in this and o the r

Se c tio ns. Fill in so lidly with maso nry aro und built-in ite ms.

E. Fill spac e be twe e n ste e l frame s and maso nry so lidly with mo rtar unle ss

o the rwise indic ate d.

F. Whe re built-in ite ms are to be e mbe dde d in c o re s o f ho llo w maso nry units,

plac e a laye r o f me tal la th, wire me sh, o r plastic me sh in the jo int be lo w and

ro d mo rtar o r gro ut into c o re .

G. Fill c o re s in ho llo w CMUs with g ro ut 24 inc he s unde r be aring plate s, be ams,

linte ls, po sts, and similar ite ms unle ss o the rwise indic ate d.





3.3 MORTAR BEDDING AND JOINTING

A. Lay ho llo w CMUs as fo llo ws:

1. With fac e she lls fully be dde d in mo rtar and with he ad jo ints o f de pth

e qual to be d jo ints.

2. With we bs fully be dde d in mo rtar in a ll c o urse s o f pie rs, c o lumns, and

pilaste rs.

3. With we bs fully be dde d in mo rtar in g ro ute d maso nry, inc luding starting

c o urse o n fo o tings.

4. With e ntire units, inc luding are as unde r c e lls, fully be dde d in mo rtar a t

starting c o urse o n fo o tings whe re c e lls are no t g ro ute d.

B. Lay so lid maso nry units with c o mple te ly fille d be d and he ad jo ints; butte r e nds

with suffic ie nt mo rtar to fill he ad jo ints and sho ve into plac e . Do no t de e ply

furro w be d jo ints o r slush he ad jo ints.

C. To o l e xpo se d jo ints slightly c o nc ave whe n thumbprint hard, using a jo inte r

large r than jo int thic kne ss unle ss o the rwise indic ate d.

D. Cut jo ints flush fo r maso nry walls to re c e ive plaste r o r o the r dire c t-applie d

finishe s (o the r than pa int) unle ss o the rwise indic ate d.

3.4 MASONRY JOINT REINFORCEMENT

A. Ge ne ra l: Install e ntire le ngth o f lo ng itudinal side ro ds in mo rtar with a minimum

c o ve r o f 5/ 8 inc h o n e xte rio r side o f walls, 1/ 2 inc h e lse whe re . Lap

re info rc e me nt a minimum o f 6 inc he s.

1. Spac e re info rc e me nt no t mo re than 16 inc he s o .c .

2. Spac e re info rc e me nt no t mo re than 8 inc he s o .c . in fo undatio n walls and

parape t walls.

3. Pro vide re info rc e me nt no t mo re than 8 inc he s abo ve and be lo w wall

o pe nings and e xte nding 12 inc he s be yo nd o pe nings in additio n to

c o ntinuo us re info rc e me nt.

B. Inte rrupt jo int re info rc e me nt at c o ntro l and e xpansio n jo ints unle ss o the rwise

indic ate d.

C. Pro vide c o ntinuity a t wall inte rse c tio ns by using pre fabric ate d T-shape d units.

D. Pro vide c o ntinuity a t c o rne rs by using pre fabric ate d L-shape d units.





3.5 ANCHORING MASONRY TO STRUCTURAL STEEL AND CONCRETE

A. Anc ho r maso nry to struc tural ste e l and c o nc re te whe re maso nry abuts o r fac e s

struc tura l ste e l o r c o nc re te to c o mply with the fo llo wing :

1. Pro vide an o pe n spac e no t le ss than 1/ 2 inc h wide be twe e n maso nry and

struc tura l ste e l o r c o nc re te unle ss o the rwise indic ate d. Ke e p o pe n spac e

fre e o f mo rtar and o the r rig id mate ria ls.

2. Anc ho r maso nry with anc ho rs e mbe dde d in maso nry jo ints and attac he d

to struc ture .

3. Spac e anc ho rs as indic ate d, but no t mo re than 24 inc he s o .c . ve rtic a lly

and 36 inc he s o .c . ho rizo nta lly.

3.6 FLASHING

A. Ge ne ra l: Install e mbe dde d flashing in maso nry at linte ls, le dge s, o the r

o bstruc tio ns to do wnward flo w o f wate r in wall, and whe re indic ate d.

B. Install flashing as fo llo ws unle ss o the rwise indic ate d:

1. Pre pare maso nry surfac e s so the y are smo o th and fre e fro m pro je c tio ns

that c o uld punc ture flashing . Whe re flashing is within mo rtar jo int, plac e

thro ugh-wall flashing o n slo ping be d o f mo rtar and c o ve r with mo rtar.

Be fo re c o ve ring with mo rtar, se al pe ne tratio ns in flashing with adhe sive ,

se alant, o r tape as re c o mme nde d by flashing manufac ture r.

2. At linte ls, e xte nd flashing a minimum o f 6 inc he s into maso nry at e ac h

e nd. At he ads and sills, e xte nd flashing 6 inc he s a t e nds and turn up no t

le ss than 2 inc he s to fo rm e nd dams.

3. Install me tal drip e dge s be ne ath fle xible flashing at e xte rio r fac e o f wall.

Sto p fle xible flashing 1/ 2 inc h bac k fro m o utside fac e o f wall and adhe re

fle xible flashing to to p o f me ta l drip e dge .

4. Install me ta l flashing te rminatio n be ne ath fle xib le flashing at e xte rio r fac e

o f wall. Sto p fle xible flashing 1/ 2 inc h bac k fro m o utside fac e o f wall and

adhe re fle xible flashing to to p o f me ta l flashing te rminatio n.

C. Install sing le -wythe CMU flashing syste m in be d jo ints o f CMU walls whe re

indic ate d to c o mply with manufac ture r's writte n instruc tio ns. Insta ll CMU c e ll

pans with upturne d e dge s lo c ate d be lo w fac e she lls and we bs o f CMUs abo ve

and with we e p spo uts a ligne d with fac e o f wall. Insta ll CMU we b c o ve rs so that

the y c o ve r upturne d e dge s o f CMU c e ll pans at CMU we bs and e xte nd fro m

fac e she ll to fac e she ll.





3.7 REINFORCED UNIT MASONRY INSTALLATION

A. Te mpo rary Fo rmwo rk and Sho re s: Co nstruc t fo rmwo rk and sho re s as ne e de d to

suppo rt re info rc e d maso nry e le me nts during c o nstruc tio n.

1. Co nstruc t fo rmwo rk to pro vide shape , line , and dime nsio ns o f c o mple te d

maso nry as indic ate d. Make fo rms suffic ie ntly tight to pre ve nt le akage o f

mo rtar and gro ut. Brac e , tie , and suppo rt fo rms to mainta in po sitio n and

shape during c o nstruc tio n and c uring o f re info rc e d maso nry.

2. Do no t re mo ve fo rms and sho re s until re info rc e d maso nry me mbe rs have

harde ne d suffic ie ntly to c arry the ir o wn we ight and o the r lo ads that may

be plac e d o n the m during c o nstruc tio n.

B. Plac ing Re info rc e me nt: Co mply with re quire me nts in ACI 530.1/ ASCE 6/ TMS 602.

C. Gro uting : Do no t plac e g ro ut until e ntire he ight o f maso nry to be g ro ute d has

atta ine d e no ugh stre ngth to re sist g ro ut pre ssure .

1. Co mply with re quire me nts in ACI 530.1/ ASCE 6/ TMS 602 fo r c le ano uts and

fo r g ro ut plac e me nt, inc luding minimum gro ut spac e and maximum po ur

he ight.

2. Limit he ight o f ve rtic al g ro ut po urs to no t mo re than 60 inc he s.


A. Te sting and Inspe c ting : Owne r will e ngage spe c ia l inspe c to rs to pe rfo rm te sts

and inspe c tio ns and pre pare re po rts. Allo w inspe c to rs ac c e ss to sc a ffo lding

and wo rk are as, as ne e de d to pe rfo rm te sts and inspe c tio ns. Re te sting o f

mate rials that fa il to me e t spe c ifie d re quire me nts sha ll be do ne at Co ntrac to r's

e xpe nse .

B. Inspe c tio ns: spe c ia l inspe c tio ns ac c o rding to the "Inte rnatio nal Building Co de ."

C. Co nc re te Maso nry Unit Te st: Fo r e ac h type o f unit pro vide d, ac c o rding to

ASTM C 140 fo r c o mpre ssive stre ngth.

D. Mo rtar Aggre gate Ratio Te st (Pro po rtio n Spe c ific atio n): Fo r e ac h mix pro vide d,

ac c o rding to ASTM C 780.

E. Mo rtar Te st (Pro pe rty Spe c ific atio n): Fo r e ac h mix pro vide d, ac c o rding to

ASTM C 780. Te st mo rtar fo r mo rtar a ir c o nte nt and c o mpre ssive stre ngth.

F. Gro ut Te st (Co mpre ssive Stre ngth): Fo r e ac h mix pro vide d, ac c o rding to

ASTM C 1019.





3.9 REPAIRING, POINTING, AND CLEANING

A. In-Pro gre ss Cle aning : Cle an unit maso nry as wo rk pro gre sse s by dry brushing to

re mo ve mo rtar fins and sme ars be fo re to o ling jo ints.

B. Final Cle aning : Afte r mo rtar is tho ro ughly se t and c ure d, c le an e xpo se d

maso nry as fo llo ws:

1. Te st c le aning me tho ds o n sample wall pane l; le ave o ne -half o f pane l

unc le ane d fo r c o mpariso n purpo se s.

2. Cle an c o nc re te maso nry by c le aning me tho d indic ate d in NCMA TEK 8-

2A applic able to type o f sta in o n e xpo se d surfac e s.

3.10 MASONRY WASTE DISPOSAL

A. Waste Dispo sa l as Fill Mate rial: Dispo se o f c le an maso nry waste , inc luding

e xc e ss o r so il-c o ntaminate d sand, waste mo rtar, and bro ke n maso nry units, by

c rushing and mixing with fill mate ria l as fill is plac e d.

1. Do no t dispo se o f maso nry waste as fill within 18 inc he s o f finishe d grade .

B. Exc e ss Maso nry Waste : Re mo ve e xc e ss c le an maso nry waste that c anno t be

use d as fill, as de sc ribe d abo ve , and o the r maso nry waste , and le ga lly dispo se

o f o ff Owne r's pro pe rty.






SECTION 05 1200 - STRUCTURAL STEEL FRAMING

PART 1 - GENERAL

1.1 SUMMARY


1. Struc tura l ste e l.

2. Gro ut.


1. Se c tio n 05 1213 "Arc hite c turally Expo se d Struc tural Ste e l Framing" fo r

additio nal re quire me nts fo r arc hite c tura lly e xpo se d struc tura l ste e l.

1.2 DEFINITIONS

A. Struc tura l Ste e l: Ele me nts o f the struc tural frame indic ate d o n Drawings and as

de sc ribe d in AISC 303, "Co de o f Standard Prac tic e fo r Ste e l Buildings and

Bridge s."


A. Pre installa tio n Co nfe re nc e : Co nduc t c o nfe re nc e at Pro je c t site .


A. Qualific atio n Data : Fo r Insta lle r, fabric ato r, and te sting age nc y.

B. We lding c e rtific ate s.

C. Mill te st re po rts fo r struc tura l ste e l, inc luding c he mic al and physic al pro pe rtie s.

D. So urc e quality-c o ntro l re po rts.

E. Fie ld quality-c o ntro l and spe c ia l inspe c tio n re po rts.






A. Fabric ato r Qualific atio ns: A qualifie d fabric ato r that partic ipate s in the AISC

Quality Ce rtific atio n Pro gram and is de signate d an AISC-Ce rtifie d Plant,

Cate go ry STD.

B. Installe r Qualific atio ns: A qualifie d insta lle r who partic ipate s in the AISC Quality

Ce rtific atio n Pro gram and is de signate d an AISC-Ce rtifie d Ere c to r,

Cate go ry CSE.

C. We lding Qualific atio ns: Qualify pro c e dure s and pe rso nne l ac c o rding to

AWS D1.1/ D1.1M, "Struc tura l We lding Co de - Ste e l."

D. Co mply with applic ab le pro visio ns o f the fo llo wing spe c ific atio ns and

do c ume nts:

1. AISC 303.

2. AISC 360.

3. RCSC's "Spe c ific atio n fo r Struc tura l Jo ints Using ASTM A 325 o r A 490 Bo lts."

PART 2 - PRODUCTS

2.1 STRUCTURAL-STEEL MATERIALS

A. W-Shape s: ASTM A 992/ A 992M.

B. Channe ls, Ang le s-Shape s: ASTM A 572/ A 572M, Grade 50.

C. Plate and Bar: ASTM A 36/ A 36M.

D. Co ld-Fo rme d Ho llo w Struc tural Se c tio ns: ASTM A 500/ A 500M, Grade B,

struc tura l tub ing .

E. Ste e l Pipe : ASTM A 53/ A 53M, Type E o r Type S, Grade B.

F. We lding Ele c tro de s: Co mply with AWS re quire me nts.

2.2 BOLTS, CONNECTORS, AND ANCHORS

A. High-Stre ngth Bo lts, Nuts, and Washe rs: ASTM A 325, Type 1, he avy-he x ste e l

struc tura l bo lts; ASTM A 563, Grade C, he avy-he x c arbo n-ste e l nuts; and

ASTM F 436, Type 1, harde ne d c arbo n-ste e l washe rs; a ll with plain finish.

1. Dire c t-Te nsio n Indic ato rs: ASTM F 959, Type 325, c o mpre ssible -washe r type

with pla in finish.





B. She ar Co nne c to rs: ASTM A 108, Grade s 1015 thro ugh 1020, he ade d-stud type ,

c o ld-finishe d c arbo n ste e l; AWS D1.1/ D1.1M, Type B.

C. Unhe ade d Anc ho r Ro ds: ASTM F 1554, Grade 36.

1. Co nfiguratio n: Straight.

2. Finish: Plain.

D. He ade d Anc ho r Ro ds: ASTM F 1554, Grade 36, stra ight.

1. Finish: Plain.

E. Thre ade d Ro ds: ASTM A 36/ A 36M.

1. Finish: Plain.

2.3 PRIMER

A. Lo w-Emitting Mate rials: Pa ints and c o atings shall c o mply with the te sting and

pro duc t re quire me nts o f the Califo rnia De partme nt o f Public He alth's (fo rme rly,

the Califo rnia De partme nt o f He alth Se rvic e s') "Standard Me tho d fo r the Te sting

and Evaluatio n o f Vo latile Organic Che mic al Emissio ns fro m Indo o r So urc e s

Using Enviro nme ntal Chambe rs."

B. Prime r: Co mply with Se c tio n 09 9113 "Exte rio r Pa inting " and Se c tio n 09 9123

"Inte rio r Pa inting ."

C. Prime r: SSPC-Paint 25, Type I, zinc o xide , a lkyd, linse e d o il prime r.

D. Prime r: Fabric ato r's standard le ad- and c hro mate -fre e , no nasphaltic , rust-

inhibiting prime r c o mplying with MPI# 79 and c o mpatib le with to pc o at.

2.4 GROUT

A. Me tallic , Shrinkage -Re sistant Gro ut: ASTM C 1107/ C 1107M, fac to ry-pac kage d,

me ta llic aggre gate g ro ut, mixe d with wate r to c o nsiste nc y suitable fo r

applic atio n and a 30-minute wo rking time .

B. No nme tallic , Shrinkage -Re sistant Gro ut: ASTM C 1107/ C 1107M, fac to ry-

pac kage d, no nme tallic aggre gate g ro ut, no nc o rro sive and no nsta ining , mixe d

with wate r to c o nsiste nc y suitable fo r applic atio n and a 30-minute wo rking

time .





2.5 FABRICATION

A. Struc tura l Ste e l: Fabric ate and asse mble in sho p to gre ate st e xte nt po ssible .

Fabric ate ac c o rding to AISC 303, "Co de o f Standard Prac tic e fo r Ste e l Buildings

and Bridge s," and to AISC 360.

B. She ar Co nne c to rs: Pre pare ste e l surfac e s as re c o mme nde d by manufac ture r o f

she ar c o nne c to rs. Use auto matic e nd we lding o f he ade d-stud she ar

c o nne c to rs ac c o rding to AWS D1.1/ D1.1M and manufac ture r's writte n

instruc tio ns.

2.6 SHOP CONNECTIONS

A. High-Stre ngth Bo lts: Sho p install high-stre ngth bo lts ac c o rding to RCSC's

"Spe c ific atio n fo r Struc tura l Jo ints Using ASTM A 325 o r A 490 Bo lts" fo r type o f

bo lt and type o f jo int spe c ifie d.

1. Jo int Type : Snug tighte ne d.

B. We ld Co nne c tio ns: Co mply with AWS D1.1/ D1.1M fo r to le ranc e s, appe aranc e s,

we lding pro c e dure spe c ific atio ns, we ld quality, and me tho ds use d in

c o rre c ting we lding wo rk.

2.7 SHOP PRIMING

A. Sho p prime ste e l surfac e s e xc e pt the fo llo wing :

1. Surfac e s e mbe dde d in c o nc re te o r mo rtar. Exte nd priming o f partia lly

e mbe dde d me mbe rs to a de pth o f 2 inc he s.

2. Surfac e s to be fie ld we lde d.

3. Surfac e s o f high-stre ngth bo lte d, slip-c ritic a l c o nne c tio ns.

4. Surfac e s to re c e ive spraye d fire -re sistive mate rials (applie d fire pro o fing ).

5. Galvanize d surfac e s.

6. Surfac e s e nc lo se d in inte rio r c o nstruc tio n.

B. Surfac e Pre paratio n: Cle an surfac e s to be pa inte d. Re mo ve lo o se rust and mill

sc ale and spatte r, slag , o r flux de po sits. Pre pare surfac e s ac c o rding to the

fo llo wing spe c ific atio ns and standards:

1. SSPC-SP 2, "Hand To o l Cle aning ."

2. SSPC-SP 3, "Po we r To o l Cle aning ."

3. SSPC-SP 7/ NACE No . 4, "Brush-o ff Blast Cle aning ."

C. Priming : Imme diate ly a fte r surfac e pre paratio n, apply prime r ac c o rding to

manufac ture r's writte n instruc tio ns and at rate re c o mme nde d by SSPC to





pro vide a minimum dry film thic kne ss o f 1.5 mils. Use priming me tho ds that re sult

in full c o ve rage o f jo ints, c o rne rs, e dge s, and e xpo se d surfac e s.

2.8 SOURCE QUALITY CONTROL

A. Te sting Age nc y: Owne r will e ngage a qualifie d te sting age nc y to pe rfo rm sho p

te sts and inspe c tio ns.

1. Pro vide te sting age nc y with ac c e ss to plac e s whe re struc tural-ste e l wo rk is

be ing fabric ate d o r pro duc e d to pe rfo rm te sts and inspe c tio ns.

B. Bo lte d Co nne c tio ns: Inspe c t sho p-bo lte d c o nne c tio ns ac c o rding to RCSC's

"Spe c ific atio n fo r Struc tural Jo ints Using ASTM A 325 o r A 490 Bo lts."

C. We lde d Co nne c tio ns: Visua lly inspe c t sho p-we lde d c o nne c tio ns ac c o rding to

AWS D1.1/ D1.1M and the fo llo wing inspe c tio n pro c e dure s, a t te sting age nc y's

o ptio n:

1. Liquid Pe ne trant Inspe c tio n: ASTM E 165.

D. Pre pare te st and inspe c tio n re po rts.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Ve rify, with c e rtifie d ste e l e re c to r pre se nt, e le vatio ns o f c o nc re te - and maso nry-

be aring surfac e s and lo c atio ns o f anc ho r ro ds, be aring plate s, and o the r

e mbe dme nts fo r c o mplianc e with re quire me nts.

B. Pro c e e d with insta llatio n o nly afte r unsatisfac to ry c o nditio ns have be e n

c o rre c te d.

3.2 ERECTION

A. Se t struc tura l ste e l ac c urate ly in lo c atio ns and to e le vatio ns indic ate d and

ac c o rding to AISC 303 and AISC 360.

B. Base plate s Be aring Plate s and Le ve ling Plate s: Cle an c o nc re te - and maso nry-

be aring surfac e s o f bo nd-re duc ing mate rials, and ro ughe n surfac e s prio r to

se tting plate s. Cle an bo tto m surfac e o f plate s.

1. Se t plate s fo r struc tura l me mbe rs o n we dge s, shims, o r se tting nuts as

re quire d.





2. We ld plate washe rs to to p o f base plate .

3. Snug-tighte n anc ho r ro ds a fte r suppo rte d me mbe rs have be e n po sitio ne d

and plumbe d. Do no t re mo ve we dge s o r shims but, if pro truding , c ut o ff

flush with e dge o f plate be fo re pac king with g ro ut.

4. Pro mptly pac k gro ut so lidly be twe e n be aring surfac e s and plate s so no

vo ids re main. Ne atly finish e xpo se d surfac e s; pro te c t g ro ut and a llo w to

c ure . Co mply with manufac ture r's writte n insta lla tio n instruc tio ns fo r

shrinkage -re sistant g ro uts.

C. Maintain e re c tio n to le ranc e s o f struc tural ste e l within AISC 303, "Co de o f

Standard Prac tic e fo r Ste e l Buildings and Bridge s."

3.3 FIELD CONNECTIONS

A. High-Stre ngth Bo lts: Insta ll high-stre ngth bo lts ac c o rding to RCSC's "Spe c ific atio n

fo r Struc tura l Jo ints Using ASTM A 325 o r A 490 Bo lts" fo r type o f bo lt and type o f

jo int spe c ifie d.

1. Jo int Type : Snug tighte ne d.



c o rre c ting we lding wo rk.

1. Co mply with AISC 303 and AISC 360 fo r be aring , a lignme nt, ade quac y o f

te mpo rary c o nne c tio ns, and re mo val o f pa int o n surfac e s adjac e nt to

fie ld we lds.

2. Re mo ve bac king bars o r runo ff tabs, bac k go uge , and grind ste e l smo o th.

3. Asse mble and we ld built-up se c tio ns by me tho ds that maintain true

a lignme nt o f axe s witho ut e xc e e ding to le ranc e s in AISC 303, "Co de o f

Standard Prac tic e fo r Ste e l Buildings and Bridge s," fo r mill mate rial.


A. Spe c ial Inspe c tio ns: Owne r will e ngage a qualifie d spe c ial inspe c to r to pe rfo rm

the fo llo wing spe c ial inspe c tio ns:

1. Ve rify struc tura l-ste e l mate rials and inspe c t ste e l frame jo int de ta ils.

2. Ve rify we ld mate ria ls and inspe c t we lds.

3. Ve rify c o nne c tio n mate rials and inspe c t high-stre ngth bo lte d c o nne c tio ns.

B. Te sting Age nc y: Owne r will e ngage a qualifie d te sting age nc y to pe rfo rm te sts

and inspe c tio ns.





C. Bo lte d Co nne c tio ns: Inspe c t bo lte d c o nne c tio ns ac c o rding to RCSC's

"Spe c ific atio n fo r Struc tural Jo ints Using ASTM A 325 o r A 490 Bo lts."

D. We lde d Co nne c tio ns: Visually inspe c t fie ld we lds ac c o rding to

AWS D1.1/ D1.1M.

1. In additio n to visual inspe c tio n, te st and inspe c t fie ld we lds ac c o rding to

AWS D1.1/ D1.1M and the fo llo wing inspe c tio n pro c e dure s, a t te sting

age nc y's o ptio n:

a . Liquid Pe ne trant Inspe c tio n: ASTM E 165.

b . Magne tic Partic le Inspe c tio n: ASTM E 709; pe rfo rme d o n ro o t pass

and o n finishe d we ld. Crac ks o r zo ne s o f inc o mple te fusio n o r

pe ne tratio n are no t ac c e pte d.

c . Ultraso nic Inspe c tio n: ASTM E 164.

d . Radio graphic Inspe c tio n: ASTM E 94.






SECTION 051213 - ARCHITECTURALLY EXPOSED STRUCTURAL STEEL FRAMING

PART 1 - GENERAL

1.1 SUMMARY

A. Se c tio n inc lude s arc hite c turally e xpo se d struc tura l-ste e l (AESS).

1. Re quire me nts in Se c tio n 051200 "Struc tural Ste e l Framing" a lso apply to

AESS.

1.2 DEFINITIONS

A. AESS: Struc tural ste e l de signate d as "arc hite c turally e xpo se d struc tura l ste e l" o r

"AESS" in the Co ntrac t Do c ume nts.


A. Pre installa tio n Co nfe re nc e : Co nduc t c o nfe re nc e at Pro je c t site .


A. Sho p Drawings: Sho w fabric atio n o f AESS c o mpo ne nts. Sho p Drawings fo r

struc tura l ste e l may be use d fo r AESS pro vide d ite ms o f AESS are spe c ific ally

ide ntifie d and re quire me nts be lo w are me t fo r AESS.

1. Indic ate we lds by standard AWS symbo ls, distinguishing be twe e n sho p

and fie ld we lds, and sho w size , le ngth, and type o f e ac h we ld. Sho w

bac king bars that are to be re mo ve d and supple me nta l fille t we lds whe re

bac king bars are to re main. Indic ate g rinding , finish, and pro file o f we lds.

2. Indic ate type , size , and le ngth o f bo lts, distinguishing be twe e n sho p and

fie ld bo lts. Ide ntify pre te nsio ne d and slip-c ritic al, high-stre ngth bo lte d

c o nne c tio ns. Indic ate o rie ntatio n o f bo lt he ads.

B. Sample s: Submit Sample s o f AESS to se t qua lity standards fo r e xpo se d we lds.

1. Two ste e l pla te s, 3/ 8 by 8 by 4 inc he s, with lo ng e dge s jo ine d by a g ro o ve

we ld and with we ld gro und smo o th.

2. Ste e l plate , 3/ 8 by 8 by 8 inc he s, with o ne e nd o f a sho rt le ngth o f

re c tangular ste e l tube , 4 by 6 by 3/ 8 inc he s, we lde d to plate with a

c o ntinuo us fille t we ld and with we ld g ro und smo o th and b le nde d.






A. Fabric ato r Qualific atio ns: A qualifie d fabric ato r that partic ipate s in the AISC

Quality Ce rtific atio n Pro gram and is de signate d an AISC-Ce rtifie d Plant,

Cate go ry STD, o r is ac c re dite d by the IAS Fabric ato r Inspe c tio n Pro gram for

Struc tura l Ste e l (AC 172).

B. Installe r Qualific atio ns: A qualifie d insta lle r who partic ipate s in the AISC Quality

Ce rtific atio n Pro gram and is de signate d an AISC-Ce rtifie d Ere c to r.

C. Sho p-Painting Applic ato rs: Qualifie d ac c o rding to AISC's So phistic ate d Pa int

SSPC-QP 3, "Standard Pro c e dure fo r Evaluating Qualific atio ns o f Sho p Painting

Applic ato rs."

1.6 DELIVERY, STORAGE, AND HANDLING

A. Use spe c ial c are in handling to pre ve nt twisting , warping , nic king , and o the r

damage . Sto re mate rials to pe rmit e asy ac c e ss fo r inspe c tio n and

ide ntific atio n. Ke e p ste e l me mbe rs o ff gro und and spac e d by using palle ts,

dunnage , o r o the r suppo rts and spac e rs. Pro te c t ste e l me mbe rs and pac kage d

mate rials fro m c o rro sio n and de te rio ratio n.

1. Do no t sto re mate ria ls o n struc ture in a manne r that might c ause

disto rtio n, damage , o r o ve rlo ad to me mbe rs o r suppo rting struc ture s.

Re pair o r re plac e damage d mate rials o r struc ture s as dire c te d.

1.7 FIELD CONDITIONS

A. Fie ld Me asure me nts: Whe re AESS is indic ate d to fit aga inst o the r c o nstruc tio n,

ve rify ac tual dime nsio ns by fie ld me asure me nts be fo re fabric atio n.

PART 2 - PRODUCTS

2.1 BOLTS, CONNECTORS, AND ANCHORS

A. Te nsio n-Co ntro l, High-Stre ngth Bo lt-Nut-Washe r Asse mblie s: ASTM F 1852, Type 1,

ro und-he ad asse mblie s, c o nsisting o f ste e l struc tural bo lts with spline d e nds,

he avy-he x c arbo n-ste e l nuts, and harde ne d c arbo n-ste e l washe rs.

1. Finish: Me c hanic a lly de po site d zinc c o ating .

FILLER

B. Fille r: Po lye ste r fille r inte nde d fo r use in re pa iring de nts in auto mo bile bo die s.





2.2 PRIMER

A. Lo w-Emitting Mate rials: Pa ints and c o atings shall c o mply with the te sting and

pro duc t re quire me nts o f the Califo rnia De partme nt o f Public He alth's (fo rme rly,

the Califo rnia De partme nt o f He alth Se rvic e s') "Standard Me tho d fo r the Te sting

and Evaluatio n o f Vo latile Organic Che mic al Emissio ns fro m Indo o r So urc e s

Using Enviro nme ntal Chambe rs."

B. Prime r: Co mply with Se c tio n 099113 "Exte rio r Pa inting " and Se c tio n 099600 "High-

Pe rfo rmanc e Co atings."

C. Etc hing Cle ane r fo r Galvanize d Me tal: MPI# 25.

D. Galvanizing Re pair Pa int: MPI# 18, MPI# 19, o r SSPC-Paint 20 ASTM A 780/ A 780M.

2.3 FABRICATION

A. In additio n to spe c ial c are use d to handle and fabric ate AESS, c o mply with the

fo llo wing :

1. Fabric ate with e xpo se d surfac e s smo o th, square , and fre e o f surfac e

b le mishe s inc luding pitting , rust, sc ale , and ro ughne ss.

2. Grind she are d, punc he d, and flame -c ut e dge s o f AESS to pro vide smo o th

surfac e s and e dge s.

3. Fabric ate AESS with e xpo se d surfac e s fre e o f mill marks.

4. Fabric ate AESS with e xpo se d surfac e s fre e o f se ams to maximum e xte nt

po ssible .

5. Re mo ve ble mishe s by filling o r g rinding o r by we lding and grinding , be fo re

c le aning , tre ating , and sho p priming .

6. Fabric ate with pie c e marks fully hidde n in the c o mple te d struc ture o r

made with me dia that pe rmits full re mo val a fte r e re c tio n.

7. Se al-we ld o pe n e nds o f ho llo w struc tural se c tio ns with 3/ 8-inc h (9.5-mm)

c lo sure plate s.

B. Co ping , Blo c king , and Jo int Gaps: Maintain unifo rm gaps o f 1/ 8 inc h (3.2 mm)

with a to le ranc e o f 1/ 32 inc h (0.8 mm).

C. Bo lt Ho le s: Cut, drill,o r punc h standard bo lt ho le s pe rpe ndic ular to me ta l

surfac e s.

D. Cle aning Co rro sio n-Re sisting Struc tural Ste e l: Cle an and pre pare ste e l surfac e s

that are to re main unpainte d ac c o rding to SSPC-SP 6/ NACE No . 3,

"Co mme rc ia l Blast Cle aning ."

E. Ho le s: Pro vide ho le s re quire d fo r se c uring o the r wo rk to struc tural ste e l and fo r

o the r wo rk to pass thro ugh ste e l me mbe rs.

1. Base plate Ho le s: Cut, drill, me c hanic a lly the rmal c ut, o r punc h ho le s

pe rpe ndic ular to ste e l surfac e s.





2. We ld thre ade d nuts to framing and o the r spe c ialty ite ms indic ate d to

re c e ive o the r wo rk.

2.4 SHOP CONNECTIONS

A. High-Stre ngth Bo lts: Sho p install high-stre ngth bo lts ac c o rding to RCSC's

"Spe c ific atio n fo r Struc tura l Jo ints Using ASTM A 325 o r A 490 Bo lts" fo r type o f

bo lt and type o f jo int spe c ifie d.



c o rre c ting we lding wo rk, and c o mply with the fo llo wing :

1. Asse mble and we ld built-up se c tio ns by me tho ds that will maintain true

a lignme nt o f axe s witho ut e xc e e ding spe c ifie d to le ranc e s.

2. Use we ld size s, fabric atio n se que nc e , and e quipme nt fo r AESS that limit

disto rtio ns to a llo wable to le ranc e s.

3. Pro vide c o ntinuo us, se a le d we lds a t ang le to gusse t-plate c o nne c tio ns

and similar lo c atio ns whe re AESS is e xpo se d to we athe r.

4. Pro vide c o ntinuo us we lds o f unifo rm size and pro file whe re AESS is we lde d.

5. Grind butt and gro o ve we lds flush to adjac e nt surfac e s within to le ranc e o f

plus 1/ 16 inc h, minus ze ro inc h.

6. Make butt and gro o ve we lds flush to adjac e nt surfac e s within to le ranc e

o f plus 1/ 16 inc h, minus ze ro inc h. Do no t g rind unle ss re quire d fo r

c le aranc e s o r fo r fitting o the r c o mpo ne nts, o r unle ss dire c te d to c o rre c t

unac c e ptab le wo rk.

7. Re mo ve bac king bars o r runo ff tabs; bac k-go uge and grind ste e l smo o th.

8. At lo c atio ns whe re we lding o n the far side o f an e xpo se d c o nne c tio n o f

AESS o c c urs, g rind disto rtio ns and marking o f the ste e l to a smo o th pro file

a ligne d with adjac e nt mate rial.

9. Make fille t we lds o ve rsize and grind to unifo rm pro file with smo o th fac e

and transitio n.

10. Make fille t we lds o f unifo rm size and pro file with e xpo se d fac e smo o th and

slightly c o nc ave . Do no t g rind unle ss dire c te d to c o rre c t unac c e ptable

wo rk.

2.5 GALVANIZING

A. Ho t-Dip Galvanize d Finish: Apply zinc c o ating by the ho t-dip pro c e ss to

struc tura l ste e l ac c o rding to ASTM A 123/ A 123M.

1. Do no t que nc h o r apply po st-ga lvanizing tre atme nts that might inte rfe re

with paint adhe sio n.

2. Fill ve nt and drain ho le s that are e xpo se d in the finishe d Wo rk, unle ss

indic ate d to re main as we e p ho le s, by plugging with zinc so lde r and filing

o ff smo o th.





3. Galvanize linte ls a ttac he d to struc tura l-ste e l frame and lo c ate d in e xte rio r

walls.

2.6 SHOP PRIMING

A. Sho p prime ste e l surfac e s e xc e pt the fo llo wing :

1. Surfac e s e mbe dde d in c o nc re te o r mo rtar. Exte nd priming o f partia lly

e mbe dde d me mbe rs to a de pth o f 2 inc he s (50 mm).

2. Surfac e s to be fie ld we lde d.

3. Surfac e s to be high-stre ngth bo lte d with slip-c ritic al c o nne c tio ns.

4. Surfac e s to re c e ive spraye d fire -re sistive mate rials.

5. Galvanize d surfac e s.

B. Surfac e Pre paratio n fo r No ngalvanize d Ste e l:

1. SSPC-SP 3, "Po we r To o l Cle aning ."

2. SSPC-SP 7/ NACE No . 4, "Brush-o ff Blast Cle aning ."

3. SSPC-SP 14/ NACE No . 8, "Industria l Blast Cle aning ."

4. SSPC-SP 11, "Po we r To o l Cle aning to Bare Me ta l."

5. SSPC-SP 6/ NACE No . 3, "Co mme rc ial Blast Cle aning ."

6. SSPC-SP 10/ NACE No . 2, "Ne ar-White Blast Cle aning ."

C. Pre paring Galvanize d Ste e l fo r Sho p Priming : Afte r ga lvanizing , tho ro ughly

c le an ste e l o f g re ase , dirt, o il, flux, and o the r fo re ign matte r, and tre at with

e tc hing c le ane r.

D. Priming : Imme diate ly a fte r surfac e pre paratio n, apply prime r ac c o rding to

manufac ture r's writte n instruc tio ns and at rate re c o mme nde d by SSPC to

pro vide a minimum dry film thic kne ss o f 1.5 mils (0.038 mm). Use priming

me tho ds that re sult in full c o ve rage o f jo ints, c o rne rs, e dge s, and e xpo se d

surfac e s.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Ve rify, with ste e l e re c to r pre se nt, e le vatio ns o f c o nc re te - and maso nry-be aring

surfac e s and lo c atio ns o f anc ho r ro ds, be aring plate s, and o the r e mbe dme nts

fo r c o mplianc e with re quire me nts.

1. Pre pare a c e rtifie d surve y o f be aring surfac e s, anc ho r ro ds, be aring

plate s, and o the r e mbe dme nts sho wing dime nsio ns, lo c atio ns, ang le s,

and e le vatio ns.





B. Pro c e e d with insta llatio n o nly afte r unsatisfac to ry c o nditio ns have be e n

c o rre c te d.

3.2 PREPARATION

A. Pro vide te mpo rary sho re s, guys, brac e s, and o the r suppo rts during e re c tio n to

ke e p AESS se c ure , plumb, and in a lignme nt.

1. If po ssible , lo c ate we lde d tabs fo r a ttac hing te mpo rary brac ing and

sa fe ty c ab ling whe re the y will be c o nc e ale d fro m vie w in the c o mple te d

Wo rk.

3.3 ERECTION

A. Se t AESS ac c urate ly in lo c atio ns and to e le vatio ns indic ate d and ac c o rding to

AISC 303 and AISC 360.

1. Ere c t AESS to the to le ranc e s spe c ifie d in AISC 303 fo r ste e l that [is] [is no t]

de signate d AESS.

3.4 FIELD CONNECTIONS

A. High-Stre ngth Bo lts: Insta ll high-stre ngth bo lts ac c o rding to RCSC's "Spe c ific atio n

fo r Struc tura l Jo ints Using ASTM A 325 o r A 490 Bo lts" fo r type o f bo lt and type o f

jo int spe c ifie d.

1. Orie nt bo lt he ads in same dire c tio n fo r e ac h c o nne c tio n and to maximum

e xte nt po ssib le in same dire c tio n fo r similar c o nne c tio ns.

B. We ld Co nne c tio ns: Co mply with re quire me nts in "We ld Co nne c tio ns" Paragraph

in "Sho p Co nne c tio ns" Artic le .

1. Re mo ve bac king bars o r runo ff tabs; bac k-go uge and grind ste e l smo o th.

2. Re mo ve e re c tio n bo lts, fill ho le s, and grind smo o th.

3. Fill we ld ac c e ss ho le s and grind smo o th.


A. Te sting Age nc y: Owne r will e ngage a qualifie d inde pe nde nt te sting and

inspe c ting age nc y to inspe c t AESS as spe c ifie d in Se c tio n 051200 "Struc tural

Ste e l Framing ." The te sting age nc y is no t re spo nsib le fo r e nfo rc ing re quire me nts

re la ting to ae sthe tic e ffe c t.





B. Arc hite c t will o bse rve AESS in plac e to de te rmine ac c e ptab ility re la ting to

ae sthe tic e ffe c t.

3.6 REPAIRS AND PROTECTION

A. Re mo ve we lde d tabs that we re use d fo r a ttac hing te mpo rary brac ing and

sa fe ty c abling and that are e xpo se d to vie w in the c o mple te d Wo rk. Grind

ste e l smo o th.

B. Galvanize d Surfac e s: Cle an fie ld we lds, bo lte d c o nne c tio ns, and abrade d

are as and re pa ir galvanizing to c o mply with ASTM A 780/ A 780M.






SECTION 061000 - ROUGH CARPENTRY

PART 1 - GENERAL

1.1 SUMMARY


1. Framing with dime nsio n lumbe r.

2. Framing with e ngine e re d wo o d pro duc ts.


A. Pro duc t Data : Fo r e ac h type o f pro c e ss and fac to ry-fabric ate d pro duc t.

1. Inc lude data fo r wo o d-pre se rvative tre atme nt fro m c he mic al tre atme nt

manufac ture r and c e rtific atio n by tre ating plant that tre ate d mate rials

c o mply with re quire me nts

2. Inc lude data fo r fire -re tardant tre atme nt fro m c he mic al tre atme nt

manufac ture r and c e rtific atio n by tre ating plant that tre ate d mate rials

c o mply with re quire me nts.


A. Mate rial Ce rtific ate s: Fo r dime nsio n lumbe r spe c ifie d to c o mply with minimum

a llo wable unit stre sse s. Indic ate spe c ie s and grade se le c te d fo r e ac h use and

de sign value s appro ve d by the ALSC Bo ard o f Re vie w.

B. Evaluatio n Re po rts: Fo r the fo llo wing , fro m ICC-ES:

1. Wo o d-pre se rvative -tre ate d wo o d.

2. Engine e re d wo o d pro duc ts.

3. Po we r-drive n faste ne rs.

4. Po wde r-ac tuate d faste ne rs.

5. Expansio n anc ho rs.

6. Me tal framing anc ho rs.





PART 2 - PRODUCTS

2.1 WOOD PRODUCTS, GENERAL

A. Lumbe r: DOC PS 20 and applic ab le rule s o f g rading age nc ie s indic ate d. If no

g rading age nc y is indic ate d, pro vide lumbe r that c o mplie s with the applic ab le

rule s o f any rule s-writing age nc y c e rtifie d by the ALSC Bo ard o f Re vie w. Pro vide

lumbe r g rade d by an age nc y c e rtifie d by the ALSC Bo ard o f Re vie w to inspe c t

and grade lumbe r unde r the rule s indic ate d.

1. Fac to ry mark e ac h pie c e o f lumbe r with g rade stamp o f g rading age nc y.

2. Pro vide dre sse d lumbe r, S4S, unle ss o the rwise indic ate d.

B. Maximum Mo isture Co nte nt o f Lumbe r: 15 percent for 2-inch nominal thickness

or less, 19 percent for more than 2-inch nominal thickness unle ss o the rwise

indic ate d.

C. Engine e re d Wo o d Pro duc ts: Pro vide e ng ine e re d wo o d pro duc ts ac c e ptable to

autho ritie s having jurisdic tio n and fo r whic h c urre nt mo de l c o de re se arc h o r

e valuatio n re po rts e xist that sho w c o mplianc e with building c o de in e ffe c t fo r

Pro je c t.

1. Allo wable De sign Stre sse s: Pro vide e ng ine e re d wo o d pro duc ts with

a llo wable de sign stre sse s, as publishe d by manufac ture r, that me e t o r

e xc e e d tho se indic ate d. Manufac ture r's publishe d va lue s sha ll be

de te rmine d fro m e mpiric a l data o r by ratio na l e ng ine e ring analysis and

de mo nstrate d by c o mpre he nsive te sting pe rfo rme d by a qualifie d

inde pe nde nt te sting age nc y.

2.2 WOOD-PRESERVATIVE-TREATED LUMBER

A. Pre se rvative Tre atme nt by Pre ssure Pro c e ss: AWPA U1; Use Cate go ry UC2[ for

interior construction not in contact with the ground, Use Category UC3b for

exterior construction not in contact with the ground, and Use Category UC4a for

items in contact with the ground].

1. Pre se rvative Che mic a ls: Ac c e ptab le to autho ritie s having jurisdic tio n and

c o ntaining no arse nic o r c hro mium. Do not use inorganic boron (SBX) for

sill plates.

B. Kiln-dry lumbe r a fte r tre atme nt to a maximum mo isture c o nte nt o f 19 pe rc e nt.

Do no t use mate rial that is warpe d o r that do e s no t c o mply with re quire me nts

fo r untre ate d mate rial.

C. Mark lumbe r with tre atme nt quality mark o f an inspe c tio n age nc y appro ve d by

the ALSC Bo ard o f Re vie w.





D. Applic atio n: Tre at items indicated on Drawings, and the following:

1. Wo o d c ants, na ile rs, c urbs, e quipme nt suppo rt base s, b lo c king , stripping ,

and similar me mbe rs in c o nne c tio n with ro o fing , flashing , vapo r barrie rs,

and wate rpro o fing .

2. Wo o d sills, sle e pe rs, b lo c king , and similar c o nc e a le d me mbe rs in c o ntac t

with maso nry o r c o nc re te .

3. Wo o d framing and furring attac he d dire c tly to the inte rio r o f be lo w-grade

e xte rio r maso nry o r c o nc re te walls.

4. Wo o d framing me mbe rs that are le ss than 18 inc he s (460 mm) abo ve the

g ro und in c rawlspac e s o r une xc avate d are as.

5. Wo o d flo o r plate s that are installe d o ve r c o nc re te slabs-o n-grade .

2.3 ENGINEERED WOOD PRODUCTS

A. Engine e re d Wo o d Pro duc ts, Ge ne ra l: Pro duc ts sha ll contain no urea

formaldehyde. Paragraphs and subparagraphs in this artic le are e xample s o f

de sc riptive and pro pe rty re quire me nts base d o n pro duc t data o f vario us

manufac ture rs. Ve rify that c urre nt pro duc ts c o mply o r re vise . Se e Evaluatio ns.

B. Laminate d-Ve ne e r Lumbe r: Struc tura l c o mpo site lumbe r made fro m wo o d

ve ne e rs with g rain primarily paralle l to me mbe r le ngths, e va luate d and

mo nito re d ac c o rding to ASTM D 5456 and manufac ture d with an e xte rio r-type

adhe sive c o mplying with ASTM D 2559.

1. Se e struc tura l drawings.

C. Wo o d I-Jo ists: Pre fabric ate d units, I-shape d in c ro ss se c tio n, made with so lid o r

struc tura l c o mpo site lumbe r flange s and wo o d-base d struc tural pane l we bs, le t

into and bo nde d to flange s. Pro vide units c o mplying with mate rial re quire me nts

o f and with struc tural c apac itie s e stablishe d and mo nito re d ac c o rding to

ASTM D 5055.

1. Se e struc tura l drawings.

2.4 MISCELLANEOUS LUMBER

A. Ge ne ra l: Pro vide misc e llane o us lumbe r indic ate d and lumbe r fo r suppo rt o r

a ttac hme nt o f o the r c o nstruc tio n, inc luding the fo llo wing :

1. Blo c king .

2. Naile rs.

3. Ro o fto p e quipme nt base s and suppo rt c urbs.

4. Cants.

5. Furring .

6. Gro unds.





B. Fo r ite ms o f dime nsio n lumbe r size , pro vide No. 2 or better lumbe r o f any

spe c ie s.

PART 3 - EXECUTION


A. Se t ro ugh c arpe ntry to re quire d le ve ls and line s, with me mbe rs plumb, true to

line , c ut, and fitte d. Fit ro ugh c arpe ntry to o the r c o nstruc tio n; sc ribe and c o pe

as ne e de d fo r ac c urate fit. Lo c ate naile rs, b lo c king , and similar suppo rts to

c o mply with re quire me nts fo r a ttac hing o the r c o nstruc tio n.

B. Framing Standard: Co mply with AF&PA's WCD 1, "De ta ils fo r Co nve ntio nal

Wo o d Frame Co nstruc tio n," unle ss o the rwise indic ate d.

C. Framing with Engine e re d Wo o d Pro duc ts: Insta ll e ng ine e re d wo o d pro duc ts to

c o mply with manufac ture r's writte n instruc tio ns.

D. Install fire -re tardant tre ate d plywo o d bac king pane ls with c lassific atio n marking

o f te sting age nc y e xpo se d to vie w.

E. She ar Wall Pane ls: Insta ll she ar wall pane ls to c o mply with manufac ture r's

writte n instruc tio ns.

F. Me tal Framing Anc ho rs: Install me tal framing anc ho rs to c o mply with

manufac ture r's writte n instruc tio ns. Install faste ne rs thro ugh e ac h faste ne r ho le .

G. Do no t splic e struc tura l me mbe rs be twe e n suppo rts unle ss o the rwise indic ate d.

H. Co mply with AWPA M4 fo r applying fie ld tre atme nt to c ut surfac e s o f

pre se rvative -tre ate d lumbe r.

I. Whe re wo o d-pre se rvative -tre ate d lumbe r is installe d adjac e nt to me ta l

de c king , install c o ntinuo us fle xib le flashing se parato r be twe e n wo o d and me tal

de c king .

J. Se c ure ly a ttac h ro ugh c arpe ntry wo rk to substrate by anc ho ring and faste ning

as indic ate d, c o mplying with the fo llo wing :

1. NES NER-272 fo r po we r-drive n faste ne rs.

2. Table 2304.9.1, "Faste ning Sc he dule ," in ICC's Inte rnatio nal Building Co de .

3. Table R602.3(1), "Faste ne r Sc he dule fo r Struc tural Me mbe rs," and

Table R602.3(2), "Alte rnate Attac hme nts," in ICC's Inte rnatio nal Re side ntial

Co de fo r One - and Two -Family Dwe llings.





3.2 PROTECTION

A. Pro te c t wo o d that has be e n tre ate d with ino rganic bo ro n (SBX) fro m we athe r.

If, de spite pro te c tio n, ino rganic bo ro n-tre ate d wo o d be c o me s we t, apply EPA-

re g iste re d bo rate tre atme nt. Apply bo rate so lutio n by spraying to c o mply with

EPA-re g iste re d labe l.

B. Pro te c t ro ugh c arpe ntry fro m we athe r. If, de spite pro te c tio n, ro ugh c arpe ntry

be c o me s wet apply EPA-re g iste re d bo rate tre atme nt. Apply bo rate so lutio n by

spraying to c o mply with EPA-re g iste re d labe l.






SECTION 061600 - SHEATHING

PART 1 - GENERAL

1.1 SUMMARY


1. Ro o f she athing .


A. Pro duc t Data : Fo r e ac h type o f pro c e ss and fac to ry-fabric ate d pro duc t.

Indic ate c o mpo ne nt mate rials and dime nsio ns and inc lude c o nstruc tio n and

applic atio n de tails.

1. Inc lude data fo r wo o d-pre se rvative tre atme nt fro m c he mic al tre atme nt

manufac ture r and c e rtific atio n by tre ating plant that tre ate d plywo o d

c o mplie s with re quire me nts.

2. Inc lude data fo r fire -re tardant tre atme nt fro m c he mic al tre atme nt

manufac ture r and c e rtific atio n by tre ating plant that tre ate d plywo o d

c o mplie s with re quire me nts.

PART 2 - PRODUCTS

2.1 WOOD PANEL PRODUCTS

A. Emissio ns: Pro duc ts sha ll me e t the te sting and pro duc t re quire me nts o f the

Califo rnia De partme nt o f He alth Se rvic e s' "Standard Prac tic e fo r the Te sting o f

Vo latile Organic Emissio ns fro m Vario us So urc e s Using Small-Sc ale Enviro nme ntal

Chambe rs."

B. Orie nte d Strand Bo ard: DOC PS 2.

2.2 ROOF SHEATHING

A. Orie nte d-Strand-Bo ard Ro o f She athing : Se e Struc tural

2.3 MISCELLANEOUS MATERIALS

A. Adhe sive s fo r Fie ld Gluing Pane ls to Framing : Fo rmulatio n c o mplying with

APA AFG-01that is appro ve d fo r use with type o f c o nstruc tio n pane l indic ate d

by manufac ture rs o f bo th adhe sive s and pane ls.





1. No VOC’ s

2. Adhe sive s sha ll c o mply with the te sting and pro duc t re quire me nts o f the

Califo rnia De partme nt o f He alth Se rvic e s' "Standard Prac tic e fo r the

Te sting o f Vo latile Organic Emissio ns fro m Vario us So urc e s Using Small-

Sc ale Enviro nme ntal Chambe rs."

PART 3 - EXECUTION


A. Do no t use mate rials with de fe c ts that impair quality o f she athing o r pie c e s that

are to o small to use with minimum numbe r o f jo ints o r o ptimum jo int

arrange me nt. Arrange jo ints so that pie c e s do no t span be twe e n fe we r than

thre e suppo rt me mbe rs.

B. Cut pane ls a t pe ne tratio ns, e dge s, and o the r o bstruc tio ns o f wo rk; fit tightly

against abutting c o nstruc tio n unle ss o the rwise indic ate d.

C. Se c ure ly a ttac h to substrate by faste ning as indic ate d, c o mplying with the

fo llo wing :

1. NES NER-272 fo r po we r-drive n faste ne rs.

2. Table 2304.9.1, "Faste ning Sc he dule ," in ICC's "Inte rnatio na l Building Co de ."

3. Table R602.3(1), "Faste ne r Sc he dule fo r Struc tural Me mbe rs," and

Table R602.3(2), "Alte rnate Attac hme nts," in ICC's "Inte rnatio nal Re side ntia l

Co de fo r One - and Two -Family Dwe llings."

D. Co o rdinate roof she athing installa tio n with flashing and jo int-se alant installa tio n

so the se mate rials are insta lle d in se que nc e and manne r that pre ve nt e xte rio r

mo isture fro m passing thro ugh c o mple te d asse mbly.

E. Do no t bridge building e xpansio n jo ints; c ut and spac e e dge s o f pane ls to

matc h spac ing o f struc tura l suppo rt e le me nts.






SECTION 07 1113 - BITUMINOUS DAMPPROOFING

PART 1 - GENERAL

1.1 SUMMARY

A. Se c tio n inc lude s c o ld-applie d, e mulsifie d-asphalt damppro o fing .



PART 2 - PRODUCTS

2.1 MATERIALS, GENERAL

A. VOC Co nte nt: Pro duc ts shall c o mply with VOC c o nte nt limits o f autho ritie s

having jurisdic tio n unle ss o the rwise re quire d.

B. Tro we l Co ats: ASTM D 4586, Type I, Class 1, fibe re d.

C. Brush and Spray Co ats: ASTM D 4479, Type I, fibe re d.

2.2 COLD-APPLIED, EMULSIFIED-ASPHALT DAMPPROOFING

A. Manufac ture rs: Sub je c t to c o mplianc e with re quire me nts, available

manufac ture rs o ffe ring pro duc ts that may be inc o rpo rate d into the Wo rk

inc lude , but are no t limite d to , the fo llo wing :

1. APOC, Inc .; a divisio n o f Gardne r-Gibso n.

2. BASF Co nstruc tio n Che mic als - Building Syste ms; So nne bo rn Brand

Pro duc ts.

3. Bre we r Co mpany (The ).

4. Che mMaste rs, Inc .

5. Euc lid Che mic a l Co mpany (The ); an RPM c o mpany.

6. Gardne r-Gibso n, Inc .

7. He nry Co mpany.

8. Karnak Co rpo ratio n.

9. Ko ppe rs Inc .

10. Malarke y Ro o fing Pro duc ts.

11. Me ado ws, W. R., Inc .

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B. Tro we l Co ats: ASTM D 1227, Type II, Class 1.

C. Fibe re d Brush and Spray Co ats: ASTM D 1227, Type II, Class 1.

D. Brush and Spray Co ats: ASTM D 1227, Type III, Class 1.

PART 3 - EXECUTION

3.1 APPLICATION, GENERAL

A. Co mply with manufac ture r's writte n instruc tio ns fo r substrate pre paratio n,

damppro o fing applic atio n, c ure time be twe e n c o ats, and drying time be fo re

bac kfilling unle ss mo re stringe nt re quire me nts are indic ate d.

1. Apply damppro o fing to pro vide c o ntinuo us plane o f pro te c tio n.

2. Apply additio nal c o ats if re c o mme nde d in writing by manufac ture r o r to

ac hie ve a smo o th surfac e and uninte rrupte d c o ve rage .

B. Whe re damppro o fing fo o tings and fo undatio n walls, apply fro m finishe d-grade

line to to p o f fo o ting ; e xte nd o ve r to p o f fo o ting and do wn a minimum o f 6

inc he s o ve r o utside fac e o f fo o ting .

1. Exte nd damppro o fing 12 inc he s o nto inte rse c ting walls and fo o tings, but

do no t e xte nd o nto surfac e s e xpo se d to vie w whe n Pro je c t is c o mple te d.

2. Install flashings and c o rne r pro te c tio n stripping at inte rnal and e xte rnal

c o rne rs, c hange s in plane , c o nstruc tio n jo ints, c rac ks, and whe re sho wn

as "re info rc e d," by e mbe dding an 8-inc h- wide strip o f asphalt-c o ate d

g lass fabric in a he avy c o at o f damppro o fing . Damppro o fing c o at fo r

e mbe dding fabric is in additio n to o the r c o ats re quire d.

C. Whe re damppro o fing e xte rio r fac e o f inne r wythe o f e xte rio r maso nry c avity

walls, lap damppro o fing at le ast 1/ 4 inc h o nto flashing , maso nry re info rc e me nt,

ve ne e r tie s, and o the r ite ms that pe ne trate inne r wythe .

1. Exte nd damppro o fing o ve r o ute r fac e o f struc tural me mbe rs and

c o nc re te slabs that inte rrupt inne r wythe .

2. Lap damppro o fing at le ast 1/ 4 inc h o nto she lf ang le s suppo rting ve ne e r.

D. Whe re damppro o fing inte rio r fac e o f abo ve -grade , e xte rio r c o nc re te and

maso nry walls, c o ntinue damppro o fing thro ugh inte rse c ting walls by ke e ping

ve rtic a l mo rtar jo ints at inte rse c tio n te mpo rarily o pe n o r by damppro o fing wall

be fo re c o nstruc ting inte rse c ting walls.





3.2 COLD-APPLIED, CUT-BACK-ASPHALT DAMPPROOFING

A. Co nc re te Fo undatio ns: Apply two brush o r spray c o ats a t no t le ss than 1.25

ga l./ 100 sq . ft. fo r first c o at and 1 ga l./ 100 sq . ft. fo r se c o nd c o at o r o ne tro we l

c o at a t no t le ss than 4 ga l./ 100 sq . ft..

B. Unparge d Maso nry Fo undatio n Walls: Apply prime r and two brush o r spray

c o ats a t no t le ss than 1.25 gal./ 100 sq . ft. fo r first c o at and 1 gal./ 100 sq . ft. fo r

se c o nd c o at o r prime r and o ne tro we l c o at at no t le ss than 4 gal./ 100 sq . ft..

C. Une xpo se d Fac e o f Co nc re te Re taining Walls: Apply o ne brush o r spray c o at at

no t le ss than 1.25 ga l./ 100 sq . ft..

D. Une xpo se d Fac e o f Maso nry Re taining Walls: Apply prime r and o ne brush o r

spray c o at a t no t le ss than 1.25 ga l./ 100 sq . ft..

E. Co nc re te Bac kup fo r Bric k Ve ne e r Asse mblie s: Apply o ne brush o r spray c o at at

no t le ss than 1 ga l./ 100 sq . ft..

F. Maso nry Bac kup fo r Bric k Ve ne e r Asse mblie s: Apply prime r and o ne brush o r

spray c o at a t no t le ss than 1 ga l./ 100 sq . ft..

G. Exte rio r Fac e o f Inne r Wythe o f Cavity Walls: Apply prime r and o ne brush o r


3.3 COLD-APPLIED, EMULSIFIED-ASPHALT DAMPPROOFING

A. Co nc re te Fo undatio ns: Apply two brush o r spray c o ats a t no t le ss than 1.5

ga l./ 100 sq . ft. fo r first c o at and 1 gal./ 100 sq . ft. fo r se c o nd c o at, o ne fibe re d

brush o r spray c o at a t no t le ss than 3 gal./ 100 sq . ft., o r o ne tro we l c o at a t no t

le ss than 4 gal./ 100 sq . ft..

B. Unparge d Maso nry Fo undatio n Walls: Apply prime r and two brush o r spray

c o ats a t no t le ss than 1.5 ga l./ 100 sq . ft. fo r first c o at and 1 gal./ 100 sq . ft. fo r

se c o nd c o at, prime r and o ne fibe re d brush o r spray c o at a t no t le ss than 3

ga l./ 100 sq . ft. o r prime r and o ne tro we l c o at a t no t le ss than 5 ga l./ 100 sq . ft..

C. Une xpo se d Fac e o f Co nc re te Re taining Walls: Apply o ne brush o r spray c o at at

no t le ss than 1.25 ga l./ 100 sq . ft..

D. Une xpo se d Fac e o f Maso nry Re taining Walls: Apply prime r and o ne brush o r

spray c o at a t no t le ss than 1.25 ga l./ 100 sq . ft..

E. Co nc re te Bac kup fo r Bric k Ve ne e r Asse mblie s: Apply o ne brush o r spray c o at at

no t le ss than 1 ga l./ 100 sq . ft..





F. Maso nry Bac kup fo r Bric k Ve ne e r Asse mblie s: Apply prime r and o ne brush o r


G. Exte rio r Fac e o f Inne r Wythe o f Cavity Walls: Apply prime r and o ne brush o r


H. Inte rio r Fac e o f Exte rio r Co nc re te Walls: Whe re abo ve g rade and indic ate d to

be furre d and finishe d, apply o ne brush o r spray c o at a t no t le ss than 1 ga l./ 100

sq . ft..

I. Inte rio r Fac e o f Exte rio r Maso nry Walls: Whe re abo ve g rade and indic ate d to

be furre d and finishe d, apply prime r and o ne brush o r spray c o at a t no t le ss

than 1 ga l./ 100 sq . ft..

3.4 INSTALLATION OF PROTECTION COURSE

A. Whe re indic ate d, insta ll pro te c tio n c o urse o ve r c o mple te d-and-c ure d

damppro o fing . Co mply with damppro o fing-mate ria l and pro te c tio n-c o urse

manufac ture rs' writte n instruc tio ns fo r a ttac hing pro te c tio n c o urse .






SECTION 074113.13 - FORMED METAL ROOF PANELS

PART 1 - GENERAL

1.1 SUMMARY

A. Se c tio n inc lude s e xpo se d-faste ne r, lap-se am, me ta l ro o f pane ls.




A. Pro duc t te st re po rts.

B. Warrantie s: Sample o f spe c ial warrantie s.


A. Mainte nanc e data .


A. Installe r Qualific atio ns: An e ntity that e mplo ys installe rs and supe rviso rs who are

tra ine d and appro ve d by manufac ture r.

B. UL-Ce rtifie d, Po rtable Ro ll-Fo rming Equipme nt: UL-c e rtifie d, po rtable ro ll-fo rming

e quipme nt c apable o f pro duc ing me tal pane ls warrante d by manufac ture r to

be the same as fac to ry-fo rme d pro duc ts. Maintain UL c e rtific atio n o f po rtab le

ro ll-fo rming e quipme nt fo r duratio n o f wo rk.

1.6 WARRANTY

A. Spe c ial Warranty: Manufac ture r's standard fo rm in whic h manufac ture r agre e s

to re pa ir o r re plac e c o mpo ne nts o f me tal pane l syste ms that fa il in mate rials o r

wo rkmanship within spe c ifie d warranty pe rio d.

1. Warranty Pe rio d: Two ye ars fro m date o f Substantial Co mple tio n.

B. Spe c ial Warranty o n Pane l Finishe s: Manufac ture r's standard fo rm in whic h

manufac ture r agre e s to re pair finish o r re plac e me ta l pane ls that sho w





e vide nc e o f de te rio ratio n o f fac to ry-applie d finishe s within spe c ifie d warranty

pe rio d.

1. Finish Warranty Pe rio d: 20 ye ars fro m date o f Substantial Co mple tio n.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Struc tura l Pe rfo rmanc e : Pro vide me ta l pane l syste ms c apable o f withstanding

the e ffe c ts o f the fo llo wing lo ads, base d o n te sting ac c o rding to ASTM E 1592:

1. Wind Lo ads: As indic ate d o n Drawings.

B. Wind-Uplift Re sistanc e : Pro vide me tal ro o f pane l asse mblie s that c o mply with

UL 580 fo r wind-uplift-re sistanc e c lass indic ate d.

1. Uplift Rating : UL 90.

2.2 EXPOSED-FASTENER, LAP-SEAM, METAL ROOF PANELS

A. Ge ne ra l: Pro vide fac to ry-fo rme d me ta l ro o f pane ls de signe d to be installe d by

lapping side e dge s o f adjac e nt pane ls and me c hanic ally a ttac hing pane ls to

suppo rts using e xpo se d faste ne rs in side laps. Inc lude ac c e sso rie s re quire d fo r

we athe rtight installa tio n.

1. Basis-o f-De sign Pro duc t: Sub je c t to c o mplianc e with re quire me nts,

pro vide c o mparable pro duc t by o ne o f the fo llo wing :

a . AEP Span; a Blue Sc o pe Ste e l c o mpany.

b . Alc o a Inc .

c . CENTRIA Arc hite c tural Syste ms.

d. Fabral.

e . Fire sto ne Me tal Pro duc ts, LLC.

f. Fle xo span Ste e l Buildings, Inc .

g . MBCI; a divisio n o f NCI Building Syste ms, L.P.

h. Mc Elro y Me tal, Inc .

i. Me tal Sale s Manufac turing Co rpo ratio n.

j. Mo rin; a Kingspan Gro up c o mpany.

k. Unio n Co rrugating Co mpany.

l. VICWEST.

2. Me tallic -Co ate d Ste e l She e t: Zinc -c o ate d (ga lvanize d) ste e l she e t

c o mplying with ASTM A 653/ A 653M, G90 c o ating de signatio n, o r

a luminum-zinc a llo y-c o ate d ste e l she e t c o mplying with

ASTM A 792/ A 792M, Class AZ50 c o ating de signatio n; struc tural quality.

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A. Pane l Ac c e sso rie s: Pro vide c o mpo ne nts re quire d fo r a c o mple te , we athe rtight

pane l syste m inc luding trim, c o pings, fasc iae , mullio ns, sills, c o rne r units, c lips,

flashings, se a lants, gaske ts, fille rs, c lo sure strips, and similar ite ms. Matc h

mate rial and finish o f me ta l pane ls unle ss o the rwise indic ate d.

1. Clo sure s: Pro vide c lo sure s a t e ave s and ridge s, fabric ate d o f same me tal

as me tal pane ls.

2. Bac king Plate s: Pro vide me tal bac king plate s a t pane l e nd splic e s,

fabric ate d fro m mate ria l re c o mme nde d by manufac ture r.

3. Clo sure Strips: Clo se d-c e ll, e xpande d, c e llular, rubbe r o r c ro sslinke d,

po lyo le fin-fo am o r c lo se d-c e ll laminate d po lye thyle ne ; minimum 1-inc h-

(25-mm-) thic k, fle xible c lo sure strips; c ut o r pre mo lde d to matc h me ta l

pane l pro file . Pro vide c lo sure strips whe re indic ate d o r ne c e ssary to

e nsure we athe rtight c o nstruc tio n.

B. Flashing and Trim: Pro vide flashing and trim fo rme d fro m same mate rial as

me ta l pane ls as re quire d to se al against we athe r and to pro vide finishe d

appe aranc e . Lo c atio ns inc lude , but are no t limite d to , e ave s, rake s, c o rne rs,

base s, frame d o pe nings, ridge s, fasc iae , and fille rs. Finish flashing and trim with

same finish syste m as adjac e nt me tal pane ls.

C. Pane l Faste ne rs: Se lf-tapping sc re ws de signe d to withstand de sign lo ads.

Pro vide e xpo se d faste ne rs with he ads matc hing c o lo r o f me ta l pane ls by

me ans o f plastic c aps o r fac to ry-applie d c o ating . Pro vide EPDM o r PVC se a ling

washe rs fo r e xpo se d faste ne rs.

D. Pane l Se alants: Pro vide se a lant type s re c o mme nde d by manufac ture r that are

c o mpatib le with pane l mate ria ls, are no nsta ining , and do no t damage pane l

finish.

1. Se alant Tape : Pre ssure -se nsitive , 100 pe rc e nt so lids, g ray po lyiso butyle ne

c o mpo und se a lant tape with re le ase -pape r bac king ; 1/ 2 inc h wide and

1/ 8 inc h thic k.

2. Jo int Se alant: ASTM C 920; as re c o mme nde d in writing by me tal pane l

manufac ture r.

3. Butyl-Rubbe r-Base d, So lve nt-Re le ase Se a lant: ASTM C 1311.

2.4 FABRICATION

A. Ge ne ra l: Fabric ate and finish me ta l pane ls and ac c e sso rie s a t the fac to ry, by

manufac ture r's standard pro c e dure s and pro c e sse s, as ne c e ssary to fulfill

indic ate d pe rfo rmanc e re quire me nts de mo nstrate d by labo rato ry te sting .

Co mply with indic ate d pro file s and with dime nsio nal and struc tural

re quire me nts.





B. Pro vide pane l pro file , inc luding majo r ribs and inte rme diate stiffe ning ribs, if any,

fo r full le ng th o f pane l.

C. Fabric ate me tal pane l jo ints with fac to ry-insta lle d c aptive gaske ts o r se parato r

strips that pro vide a we athe rtight se al and pre ve nt me tal-to -me ta l c o ntac t,

and that minimize no ise fro m mo ve me nts.

D. She e t Me ta l Flashing and Trim: Fabric ate flashing and trim to c o mply with

manufac ture r's re c o mme ndatio ns and re c o mme ndatio ns in SMACNA's

"Arc hite c tura l She e t Me ta l Manual" that apply to de sign, dime nsio ns, me ta l,

and o the r c harac te ristic s o f ite m indic ate d.

2.5 FINISHES

A. Pane ls and Ac c e sso rie s:

1. Two -Co at Fluo ro po lyme r: AAMA 621. Fluo ro po lyme r finish c o ntaining no t

le ss than 70 pe rc e nt PVDF re sin by we ight in c o lo r c o at.

2. Thre e -Co at Fluo ro po lyme r: AAMA 621. Fluo ro po lyme r finish c o ntaining no t

le ss than 70 pe rc e nt PVDF re sin by we ight in bo th c o lo r c o at and c le ar

to pc o at.

3. Silic o nize d Po lye ste r: Epo xy prime r and silic o ne -mo difie d, po lye ste r-

e name l to pc o at; with a dry film thic kne ss o f no t le ss than 0.2 mil fo r prime r

and 0.8 mil fo r to pc o at.

4. Co nc e ale d Finish: White o r light-c o lo re d ac rylic o r po lye ste r bac ke r finish.

PART 3 - EXECUTION

3.1 PREPARATION

A. Misc e llane o us Suppo rts: Install subframing , furring , and o the r misc e llane o us

pane l suppo rt me mbe rs and anc ho rage s ac c o rding to ASTM C 754 and me ta l

pane l manufac ture r's writte n re c o mme ndatio ns.

3.2 METAL PANEL INSTALLATION

A. Lap-Se am Me ta l Pane ls: Faste n me tal pane ls to suppo rts with faste ne rs a t e ac h

lappe d jo int a t lo c atio n and spac ing re c o mme nde d by manufac ture r.

1. Lap ribbe d o r flute d she e ts o ne full rib . Apply pane ls and asso c iate d ite ms

true to line fo r ne at and we athe rtight e nc lo sure .

2. Pro vide me tal-bac ke d washe rs unde r he ads o f e xpo se d faste ne rs be aring

o n we athe r side o f me ta l pane ls.





3. Lo c ate and spac e e xpo se d faste ne rs in unifo rm ve rtic al and ho rizo nta l

a lignme nt. Use pro pe r to o ls to o bta in c o ntro lle d unifo rm c o mpre ssio n fo r

po sitive se a l witho ut rupture o f washe r.

4. Install sc re w faste ne rs with po we r to o ls having c o ntro lle d to rque adjuste d

to c o mpre ss washe r tightly witho ut damage to washe r, sc re w thre ads, o r

pane ls. Insta ll sc re ws in pre drille d ho le s.

5. Flash and se al pane ls with we athe r c lo sure s a t pe rime te r o f a ll o pe nings.

6. Wate rtight Insta lla tio n:

a . Apply a c o ntinuo us ribbo n o f se alant o r tape to se a l lappe d jo ints o f

me ta l pane ls, using se a lant o r tape as re c o mme nd by manufac ture r

o n side laps o f ne sting -type pane ls and e lse whe re as ne e de d to

make pane ls wate rtight.

b . Pro vide se alant o r tape be twe e n pane ls and pro truding e quipme nt,

ve nts, and ac c e sso rie s.

c . At pane l splic e s, ne st pane ls with minimum 6-inc h e nd lap, se ale d

with se alant and faste ne d to ge the r by inte rlo c king c lamping plate s.

B. Ac c e sso ry Installa tio n: Install ac c e sso rie s with po sitive anc ho rage to building

and we athe rtight mo unting , and pro vide fo r the rmal e xpansio n. Co o rdinate

installa tio n with flashings and o the r c o mpo ne nts.

C. Flashing and Trim: Co mply with pe rfo rmanc e re quire me nts, manufac ture r's

writte n installa tio n instruc tio ns, and SMACNA's "Arc hite c tura l She e t Me ta l

Manual." Pro vide c o nc e a le d faste ne rs whe re po ssible , and se t units true to line

and le ve l. Install wo rk with laps, jo ints, and se ams that are pe rmane ntly

wate rtight.

3.3 CLEANING

A. Re mo ve te mpo rary pro te c tive c o ve rings and strippable films, if any, as me tal

pane ls are installe d, unle ss o the rwise indic ate d in manufac ture r's writte n

installa tio n instruc tio ns. On c o mple tio n o f me ta l pane l insta lla tio n, c le an

finishe d surfac e s as re c o mme nde d by me tal pane l manufac ture r. Maintain in a

c le an c o nditio n during c o nstruc tio n.

END OF SECTION 074113.13





SECTION 074213.13 - FORMED METAL WALL PANELS

PART 1 - GENERAL

1.1 SUMMARY


1. Expo se d-faste ne r, lap-se am me ta l wall pane ls.



B. Sho p Drawings: Inc lude fabric atio n and insta lla tio n layo uts o f me ta l pane ls;

de tails o f e dge c o nditio ns, jo ints, pane l pro file s, c o rne rs, anc ho rage s,

a ttac hme nt syste m, trim, flashings, c lo sure s, and ac c e sso rie s; and spe c ial

de tails.

C. Sample s: Fo r e ac h type o f me ta l pane l indic ate d.


A. Pro duc t te st re po rts.

B. Warrantie s: Sample s o f spe c ia l warrantie s.





tra ine d and appro ve d by manufac ture r.

1.6 WARRANTY

A. Spe c ial Warranty: Manufac ture r's standard fo rm in whic h manufac ture r agre e s

to re pa ir o r re plac e c o mpo ne nts o f me tal pane l syste ms that fa il in mate rials o r

wo rkmanship within spe c ifie d warranty pe rio d.





1. Warranty Pe rio d: Two ye ars fro m date o f Substantial Co mple tio n.

B. Spe c ial Warranty o n Pane l Finishe s: Manufac ture r's standard fo rm in whic h

manufac ture r agre e s to re pair finish o r re plac e me ta l pane ls that sho w

e vide nc e o f de te rio ratio n o f fac to ry-applie d finishe s within spe c ifie d warranty

pe rio d.

1. Finish Warranty Pe rio d: 20 ye ars fro m date o f Substantia l Co mple tio n.

PART 2 - PRODUCTS


A. Struc tura l Pe rfo rmanc e : Pro vide me ta l pane l syste ms c apable o f withstanding

the e ffe c ts o f the fo llo wing lo ads, base d o n te sting ac c o rding to ASTM E 1592:

1. Wind Lo ads: As indic ate d o n Drawings.

2. De fle c tio n Limits: Fo r wind lo ads, no g re ate r than 1/ 240 o f the span.

B. Air Infiltratio n: Air le akage o f no t mo re than 0.06 c fm/ sq . ft. whe n te ste d

ac c o rding to ASTM E 283 at the fo llo wing te st-pre ssure diffe re nc e :

1. Te st-Pre ssure Diffe re nc e : 1.57 lbf/ sq. ft.

C. Wate r Pe ne tratio n unde r Static Pre ssure : No wate r pe ne tratio n whe n te ste d

ac c o rding to ASTM E 331 at the fo llo wing te st-pre ssure diffe re nc e :

1. Te st-Pre ssure Diffe re nc e : [2.86 lbf/ sq. ft.

D. The rmal Mo ve me nts: Allo w fo r the rmal mo ve me nts fro m ambie nt and surfac e

te mpe rature c hange s by pre ve nting buc kling , o pe ning o f jo ints, o ve rstre ssing o f

c o mpo ne nts, fa ilure o f jo int se alants, fa ilure o f c o nne c tio ns, and o the r

de trime ntal e ffe c ts. Base c alc ulatio ns o n surfac e te mpe rature s o f mate rials due

to bo th so lar he at gain and nighttime -sky he at lo ss.

1. Te mpe rature Change (Range ): [120 deg F, ambient; 180 deg F , material

surfaces.

E. Fire -Re sistanc e Ratings: Co mply with ASTM E 119; te sting by a qualifie d te sting

age nc y. Ide ntify pro duc ts with appro priate markings o f applic ab le te sting

age nc y.

1. Indic ate de sign de signatio ns fro m UL's "Fire Re sistanc e Dire c to ry" o r fro m

the listings o f ano the r qualifie d te sting age nc y.





2.2 EXPOSED-FASTENER, LAP-SEAM METAL WALL PANELS

A. Ge ne ra l: Pro vide fac to ry-fo rme d me tal pane ls de signe d to be fie ld asse mble d

by lapping side e dge s o f adjac e nt pane ls and me c hanic ally a ttac hing pane ls

to suppo rts using e xpo se d faste ne rs in side laps. Inc lude ac c e sso rie s re quire d fo r

we athe rtight installa tio n.

B. Tape re d-Rib-Pro file , Expo se d-Faste ne r Me ta l Wall Pane ls Fo rme d with raise d,

trape zo idal majo r ribs.


pro vide c o mparable pro duc t by o ne o f the fo llo wing :

a . Arc hite c tural Me ta l Syste ms; a Nuc o r c o mpany.

b . Be rridge Manufac turing Co mpany.

c . Butle r Manufac turing Co mpany; a Blue Sc o pe Ste e l c o mpany.

d. CENTRIA Arc hite c tural Syste ms.

e . Engle rt, Inc .

f. Fabral.

g . Fire sto ne Me tal Pro duc ts, LLC.

h. Fle xo span Ste e l Buildings, Inc .

i. MBCI; a divisio n o f NCI Building Syste ms, L.P.

j. Mc Elro y Me tal, Inc .

k. Me tal Sale s Manufac turing Co rpo ratio n.

l. Mo rin; a Kingspan Gro up c o mpany.

m. Pe te rse n Aluminum Co rpo ratio n.

n. Unio n Co rrugating Co mpany.

o . Unite d Ste e l De c k, Inc .; Subsidiary o f Bo uras Industrie s Inc .

p . VICWEST.

2. Me tallic -Co ate d Ste e l She e t: Zinc -c o ate d (ga lvanize d) ste e l she e t

c o mplying with ASTM A 653/ A 653M, G90 c o ating de signatio n, o r

a luminum-zinc a llo y-c o ate d ste e l she e t c o mplying with

ASTM A 792/ A 792M, Class AZ50 c o ating de signatio n; struc tura l quality.

Pre painte d by the c o il-c o ating pro c e ss to c o mply with

ASTM A 755/ A 755M.

a . No minal Thic kne ss: 0.022.

b . Exte rio r Finish: Two-coat fluoropolymer.

c . Co lo r: As selected by Architect from manufacturer's full range.

3. Majo r-Rib Spac ing : Se e drawings fo r dime nsio ns.


A. Pane l Ac c e sso rie s: Pro vide c o mpo ne nts re quire d fo r a c o mple te , we athe rtight

pane l syste m inc luding trim, c o pings, fasc iae , mullio ns, sills, c o rne r units, c lips,

http://www.specagent.com/LookUp/?ulid=6945&mf=04&src=wd





















flashings, se a lants, gaske ts, fille rs, c lo sure strips, and similar ite ms. Matc h

mate rial and finish o f me ta l pane ls unle ss o the rwise indic ate d.

1. Clo sure s: Pro vide c lo sure s a t e ave s and rake s, fabric ate d o f same me ta l

as me tal pane ls.

2. Bac king Plate s: Pro vide me tal bac king plate s a t pane l e nd splic e s,

fabric ate d fro m mate ria l re c o mme nde d by manufac ture r.

3. Clo sure Strips: Clo se d-c e ll, e xpande d, c e llular, rubbe r o r c ro sslinke d,

po lyo le fin-fo am o r c lo se d-c e ll laminate d po lye thyle ne ; minimum 1-inc h

thic k, fle xib le c lo sure strips; c ut o r pre mo lde d to matc h me ta l pane l

pro file . Pro vide c lo sure strips whe re indic ate d o r ne c e ssary to e nsure

we athe rtight c o nstruc tio n.

B. Flashing and Trim: Pro vide flashing and trim fo rme d fro m same mate rial as

me ta l pane ls as re quire d to se al against we athe r and to pro vide finishe d

appe aranc e . Lo c atio ns inc lude , but are no t limite d to , base s, drips, sills, jambs,

c o rne rs, e ndwalls, frame d o pe nings, rake s, fasc iae , parape t c aps, so ffits,

re ve a ls, and fille rs. Finish flashing and trim with same finish syste m as adjac e nt

me ta l pane ls.

C. Pane l Faste ne rs: Se lf-tapping sc re ws de signe d to withstand de sign lo ads.

Pro vide e xpo se d faste ne rs with he ads matc hing c o lo r o f me ta l pane ls by

me ans o f plastic c aps o r fac to ry-applie d c o ating . Pro vide EPDM o r PVC se a ling

washe rs fo r e xpo se d faste ne rs.

D. Pane l Se alants: Pro vide se a lant type re c o mme nde d by manufac ture r that are

c o mpatib le with pane l mate ria ls, are no nsta ining , and do no t damage pane l

finish.

1. Se alant Tape : Pre ssure -se nsitive , 100 pe rc e nt so lids, g ray po lyiso butyle ne

c o mpo und se a lant tape with re le ase -pape r bac king ; 1/ 2 inc h wide and

1/ 8 inc h thic k.

2. Jo int Se alant: ASTM C 920; as re c o mme nde d in writing by me tal pane l

manufac ture r.

3. Butyl-Rubbe r-Base d, So lve nt-Re le ase Se a lant: ASTM C 1311.

2.4 FABRICATION

A. Ge ne ra l: Fabric ate and finish me ta l pane ls and ac c e sso rie s a t the fac to ry, by

manufac ture r's standard pro c e dure s and pro c e sse s, as ne c e ssary to fulfill

indic ate d pe rfo rmanc e re quire me nts de mo nstrate d by labo rato ry te sting .

Co mply with indic ate d pro file s and with dime nsio nal and struc tural

re quire me nts.

B. On-Site Fabric atio n: Sub je c t to c o mplianc e with re quire me nts o f this Se c tio n,

me ta l pane ls may be fabric ate d o n-site using UL-c e rtifie d, po rtab le ro ll-fo rming





e quipme nt if pane ls are o f same pro file and warrante d by manufac ture r to be

e qual to fac to ry-fo rme d pane ls. Fabric ate ac c o rding to e quipme nt

manufac ture r's writte n instruc tio ns and to c o mply with de ta ils sho wn.

C. Pro vide pane l pro file , inc luding majo r ribs and inte rme diate stiffe ning ribs, if any,

fo r full le ng th o f pane l.

D. Fabric ate me tal pane l jo ints with fac to ry-insta lle d c aptive gaske ts o r se parato r

strips that pro vide a we athe rtight se al and pre ve nt me tal-to -me ta l c o ntac t,

and that minimize no ise fro m mo ve me nts.

E. She e t Me ta l Flashing and Trim: Fabric ate flashing and trim to c o mply with

manufac ture r's re c o mme ndatio ns and re c o mme ndatio ns in SMACNA's

"Arc hite c tura l She e t Me ta l Manual" that apply to de sign, dime nsio ns, me ta l,

and o the r c harac te ristic s o f ite m indic ate d.

2.5 FINISHES

A. Pane ls and Ac c e sso rie s:

1. Two -Co at Fluo ro po lyme r: AAMA 621. Fluo ro po lyme r finish c o ntaining no t

le ss than 70 pe rc e nt PVDF re sin by we ight in c o lo r c o at.

PART 3 - EXECUTION

3.1 PREPARATION

A. Misc e llane o us Suppo rts: Install subframing , furring , and o the r misc e llane o us

pane l suppo rt me mbe rs and anc ho rage s ac c o rding to ASTM C 754 and me ta l

pane l manufac ture r's writte n re c o mme ndatio ns.

3.2 METAL PANEL INSTALLATION

A. Lap-Se am Me ta l Pane ls: Faste n me tal pane ls to suppo rts with faste ne rs a t e ac h

lappe d jo int a t lo c atio n and spac ing re c o mme nde d by manufac ture r.

1. Lap ribbe d o r flute d she e ts o ne full rib . Apply pane ls and asso c iate d ite ms

true to line fo r ne at and we athe rtight e nc lo sure .

2. Pro vide me tal-bac ke d washe rs unde r he ads o f e xpo se d faste ne rs be aring

o n we athe r side o f me ta l pane ls.

3. Lo c ate and spac e e xpo se d faste ne rs in unifo rm ve rtic al and ho rizo nta l

a lignme nt. Use pro pe r to o ls to o bta in c o ntro lle d unifo rm c o mpre ssio n fo r

po sitive se a l witho ut rupture o f washe r.





4. Install sc re w faste ne rs with po we r to o ls having c o ntro lle d to rque adjuste d

to c o mpre ss washe r tightly witho ut damage to washe r, sc re w thre ads, o r

pane ls. Insta ll sc re ws in pre drille d ho le s.

5. Flash and se al pane ls with we athe r c lo sure s a t pe rime te r o f a ll o pe nings.

B. Wate rtight Insta lla tio n:

1. Apply a c o ntinuo us ribbo n o f se a lant o r tape to se a l lappe d jo ints o f

me ta l pane ls, using se a lant o r tape as re c o mme nd by manufac ture r o n

side laps o f ne sting-type pane ls; and e lse whe re as ne e de d to make

pane ls wate rtight.

2. Pro vide se alant o r tape be twe e n pane ls and pro truding e quipme nt,

ve nts, and ac c e sso rie s.

3. At pane l splic e s, ne st pane ls with minimum 6-inc h (152-mm) e nd lap,

se ale d with se a lant and faste ne d to ge the r by inte rlo c king c lamping

plate s.

C. Ac c e sso ry Installa tio n: Install ac c e sso rie s with po sitive anc ho rage to building

and we athe rtight mo unting , and pro vide fo r the rmal e xpansio n. Co o rdinate

installa tio n with flashings and o the r c o mpo ne nts.

D. Flashing and Trim: Co mply with pe rfo rmanc e re quire me nts, manufac ture r's

writte n installa tio n instruc tio ns, and SMACNA's "Arc hite c tura l She e t Me ta l

Manual." Pro vide c o nc e a le d faste ne rs whe re po ssible , and se t units true to line

and le ve l as indic ate d. Install wo rk with laps, jo ints, and se ams that are

pe rmane ntly wate rtight.

3.3 CLEANING

A. Re mo ve te mpo rary pro te c tive c o ve rings and strippable films, if any, as me tal

pane ls are installe d, unle ss o the rwise indic ate d in manufac ture r's writte n

installa tio n instruc tio ns. On c o mple tio n o f me ta l pane l insta lla tio n, c le an

finishe d surfac e s as re c o mme nde d by me tal pane l manufac ture r. Maintain in a

c le an c o nditio n during c o nstruc tio n.

END OF SECTION 074213.13



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SECTION 07 5423 - THERMOPLASTIC POLYOLEFIN (TPO) ROOFING

PART 1 - GENERAL

1.1 SUMMARY


1. Me c hanic ally faste ne d the rmo plastic po lyo le fin (TPO) ro o fing syste m.

2. Ro o f insulatio n.

1.2 DEFINITIONS

A. Ro o fing Te rmino lo gy: De finitio ns in ASTM D 1079 and g lo ssary in NRCA's "The

NRCA Ro o fing and Wate rpro o fing Manual" apply to wo rk o f this Se c tio n.


A. Pre installa tio n Ro o fing Co nfe re nc e : Co nduc t c o nfe re nc e at Pro je c t site .



B. Sho p Drawings: Fo r ro o fing syste m. Inc lude plans, e le vatio ns, se c tio ns, de ta ils,

and attac hme nts to o the r wo rk.

C. Sample s fo r Ve rific atio n: Fo r the fo llo wing pro duc ts:

1. She e t ro o fing , o f c o lo r re quire d.

2. Walkway pads o r ro lls, o f c o lo r re quire d.


A. Re se arc h/ Evaluatio n Re po rts: Fo r c o mpo ne nts o f ro o fing syste m, fro m ICC-ES.

B. Sample Warrantie s: Fo r manufac ture r's spe c ial warrantie s.


A. Mainte nanc e Data : Fo r ro o fing syste m to inc lude in mainte nanc e manuals.



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A. Installe r Qualific atio ns: A qualifie d firm that is appro ve d, autho rize d, o r lic e nse d

by ro o fing syste m manufac ture r to insta ll manufac ture r's pro duc t and that is

e lig ib le to re c e ive manufac ture r's spe c ial warranty.

1.8 WARRANTY

A. Spe c ial Warranty: Manufac ture r agre e s to re pa ir o r re plac e c o mpo ne nts o f

ro o fing syste m that fa il in mate ria ls o r wo rkmanship within spe c ifie d warranty

pe rio d.

1. Warranty Pe rio d: 20 ye ars fro m date o f Substantial Co mple tio n.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Manufac ture rs: Sub je c t to c o mplianc e with re quire me nts, available

manufac ture rs o ffe ring pro duc ts that may be inc o rpo rate d into the Wo rk


B. Basis-o f-De sign Pro duc t: Sub je c t to c o mplianc e with re quire me nts, pro vide

pro duc t indic ate d o n Drawings o r c o mparable pro duc t by o ne o f the

fo llo wing :

1. Carlisle SynTe c Inc o rpo rate d.

2. Co o le y Engine e re d Me mbrane s.

3. Custo m Se a l Ro o fing .

4. Fire sto ne Building Pro duc ts.

5. Fle x Ro o fing Syste ms.

6. GAF Mate rials Co rpo ratio n.

7. Ge nFle x Ro o fing Syste ms.

8. Jo hns Manville .

9. Mule -Hide Pro duc ts Co ., Inc .

10. Ve rsic o Inc o rpo rate d.


A. Ac c e le rate d We athe ring : Ro o fing syste m shall withstand 2000 ho urs o f e xpo sure

whe n te ste d ac c o rding to ASTM G 152, ASTM G 154, o r ASTM G 155.














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B. Impac t Re sistanc e : Ro o fing syste m shall re sist impac t damage whe n te ste d

ac c o rding to ASTM D 3746 o r ASTM D 4272.

C. Exte rio r Fire -Te st Expo sure : ASTM E 108 o r UL 790, Class B; fo r applic atio n and ro o f

slo pe s indic ate d; te sting by a qualifie d te sting age nc y. Ide ntify pro duc ts with

appro priate markings o f applic able te sting age nc y.

D. Fire -Re sistanc e Ratings: Co mply with fire -re sistanc e -rate d asse mbly de signs

indic ate d. Ide ntify pro duc ts with appro priate markings o f applic ab le te sting

age nc y.

2.3 TPO ROOFING

A. Fabric -Re info rc e d TPO She e t: ASTM D 6878, inte rnally fabric - o r sc rim-re info rc e d,

unifo rm, fle xible TPO she e t.

1. Thic kne ss: 60 mils, no minal.

2. Expo se d Fac e Co lo r: White .

2.4 AUXILIARY ROOFING MATERIALS

A. Ge ne ra l: Auxiliary mate rials re c o mme nde d by ro o fing syste m manufac ture r fo r

inte nde d use and c o mpatible with ro o fing .

1. Liquid-type auxiliary mate rials shall c o mply with VOC limits o f autho ritie s

having jurisdic tio n.

2. Adhe sive s and se alants that are no t o n the e xte rio r side o f we athe r barrie r

shall c o mply with the fo llo wing limits fo r VOC c o nte nt:

a . Plastic Fo am Adhe sive s: 50 g / L.

b . Gypsum Bo ard and Pane l Adhe sive s: 50 g / L.

c . Multipurpo se Co nstruc tio n Adhe sive s: 70 g / L.

d . Fibe rg lass Adhe sive s: 80 g / L.

e . Single -Ply Ro o f Me mbrane Adhe sive s: 250 g / L.

f. Single -Ply Ro o f Me mbrane Se a lants: 450 g / L.

g . No nme mbrane Ro o f Se a lants: 300 g / L.

h. Se alant Prime rs fo r No npo ro us Substrate s: 250 g / L.

i. Se alant Prime rs fo r Po ro us Substrate s: 775 g / L.

j. Othe r Adhe sive s and Se a lants: 250 g / L.

3. Adhe sive s and se alants that are no t o n the e xte rio r side o f we athe r barrie r

shall c o mply with the te sting and pro duc t re quire me nts o f the Califo rnia

De partme nt o f Public He alth's (fo rme rly, the Califo rnia De partme nt o f

He alth Se rvic e s') "Sta ndard Me tho d fo r the Te sting and Evaluatio n o f



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Vo latile Organic Che mic al Emissio ns fro m Indo o r So urc e s Using

Enviro nme ntal Chambe rs."

B. She e t Flashing : Manufac ture r's standard unre info rc e d TPO she e t flashing , 55 mils

thic k, minimum, o f same c o lo r as TPO she e t.

C. Bo nding Adhe sive : Manufac ture r's standard.

D. Slip She e t: Manufac ture r's standard, o f thic kne ss re quire d fo r applic atio n.

E. Faste ne rs: Fac to ry-c o ate d ste e l faste ne rs and me ta l o r plastic plate s c o mplying

with c o rro sio n-re sistanc e pro visio ns in FM Glo ba l 4470, de signe d fo r faste ning

ro o fing to substrate , and ac c e ptable to ro o fing syste m manufac ture r.

F. Misc e llane o us Ac c e sso rie s: Pro vide me tal te rminatio n bars, me ta l batte ns,

po urable se ale rs, pre fo rme d c o ne and ve nt she e t flashings, pre fo rme d inside

and o utside c o rne r she e t flashings, T-jo int c o ve rs, lap se a lants, te rminatio n

re g le ts, and o the r ac c e sso rie s.

2.5 SUBSTRATE BOARDS

A. Substrate Bo ard: ASTM C 1177/ C 1177M, g lass-mat, wate r-re sistant gypsum

substrate , 1/ 2 inc h thic k.



the fo llo wing :

a . Ce rta inTe e d Co rpo ratio n;

b . Ge o rg ia-Pac ific Co rpo ratio n;

c . Natio nal Gypsum Co mpany; Go ld Bo nd e XP Exte nde d Expo sure

She athing .

d . Te mple -Inland, Inc ; Gre e nGlass Exte rio r She athing .

e . USG Co rpo ratio n; Se c uro c k Glass Mat Ro o f Bo ard.

B. Faste ne rs: Fac to ry-c o ate d ste e l faste ne rs and me ta l o r plastic plate s c o mplying

with c o rro sio n-re sistanc e pro visio ns in FM Glo ba l 4470, de signe d fo r faste ning

substrate bo ard to ro o f de c k.

2.6 ROOF INSULATION

A. Extrude d-Po lystyre ne Bo ard Insulatio n: ASTM C 578, Type IV, 1.6-lb / c u. ft.

minimum de nsity, square e dge d.









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1. Manufac ture rs: Sub je c t to c o mplianc e with re quire me nts, ava ilab le

manufac ture rs o ffe ring pro duc ts that may b e inc o rpo rate d into the Wo rk



pro vide Inse rt manufac ture r's name ; pro duc t name o r de signatio n o r

c o mparable pro duc t by o ne o f the fo llo wing :

a . Dive rsiFo am Pro duc ts.

b . Do w Che mic al Co mpany (The ).

c . Owe ns Co rning .

d . Pac tiv Co rpo ratio n.

B. Po lyiso c yanurate Bo ard Insulatio n: ASTM C 1289, Type II, Class 1, Grade 2, fe lt o r

g lass-fibe r mat fac e r o n bo th majo r surfac e s.

1. Manufac ture rs: Sub je c t to c o mplianc e with re quire me nts, ava ilab le

manufac ture rs o ffe ring pro duc ts that may b e inc o rpo rate d into the Wo rk



pro vide Inse rt manufac ture r's name ; pro duc t name o r de signatio n o r

c o mparable pro duc t by o ne o f the fo llo wing :

a . Atlas Ro o fing Co rpo ratio n.

b . Carlisle SynTe c Inc o rpo rate d.

c . Dyplast Pro duc ts.

d . Fire sto ne Building Pro duc ts.

e . GAF Mate rials Co rpo ratio n.

f. Hunte r Pane ls.

g . Insulfo am LLC; a Carlisle c o mpany.

h. Jo hns Manville .

i. Rmax, Inc .

PART 3 - EXECUTION

3.1 ROOFING INSTALLATION, GENERAL

A. Install ro o fing syste m ac c o rding to ro o fing syste m manufac ture r's writte n

instruc tio ns.

B. Co mple te te rminatio ns and base flashings and pro vide te mpo rary se als to

pre ve nt wate r fro m e nte ring c o mple te d se c tio ns o f ro o fing syste m at the e nd

o f the wo rkday o r whe n ra in is fo re c ast. Re mo ve and disc ard te mpo rary se als

be fo re be g inning wo rk o n adjo ining ro o fing .


















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C. Install ro o fing and auxiliary mate rials to tie in to e xisting ro o fing to mainta in

we athe rtightne ss o f transitio n and to no t vo id warranty fo r e xisting ro o fing

syste m.

3.2 SUBSTRATE BOARD INSTALLATION

A. Install substrate bo ard with lo ng jo ints in c o ntinuo us straight line s, pe rpe ndic ular

to ro o f slo pe s with e nd jo ints stagge re d be twe e n ro ws. Tightly butt substrate

bo ards to ge the r.

1. Faste n substrate bo ard to to p flange s o f ste e l de c k to re sist uplift pre ssure

at c o rne rs, pe rime te r, and fie ld o f ro o f ac c o rding to ro o fing syste m

manufac ture rs' writte n instruc tio ns.

3.3 INSULATION INSTALLATION

A. Co o rdinate insta lling ro o fing syste m c o mpo ne nts so insulatio n is no t e xpo se d to

pre c ipitatio n o r le ft e xpo se d at the e nd o f the wo rkday.

B. Install tape re d insulatio n unde r are a o f ro o fing to c o nfo rm to slo pe s indic ate d.

C. Install insulatio n unde r are a o f ro o fing to ac hie ve re quire d thic kne ss. Whe re

o ve rall insulatio n thic kne ss is 2.7 inc he s o r g re ate r, insta ll two o r mo re laye rs with

jo ints o f e ac h suc c e e ding laye r stagge re d fro m jo ints o f pre vio us laye r a

minimum o f 6 inc he s in e ac h dire c tio n.

1. Whe re insta lling c o mpo site and no nc o mpo site insulatio n in two o r mo re

laye rs, insta ll no nc o mpo site bo ard insulatio n fo r bo tto m laye r and

inte rme diate laye rs, if applic able , and insta ll c o mpo site bo ard insulatio n

fo r to p laye r.

D. Adhe re d Insulatio n: Insta ll e ac h laye r o f insulatio n and adhe re to substrate as

fo llo ws:

1. Prime surfac e o f c o nc re te de c k with asphalt prime r at rate o f 3/ 4 ga l./ 100

sq . ft., and a llo w prime r to dry.

2. Se t e ac h laye r o f insulatio n in a so lid mo pping o f ho t ro o fing asphalt,

applie d within plus o r minus 25 de g F o f e quivisc o us te mpe rature .

3. Se t e ac h laye r o f insulatio n in insulatio n adhe sive , firmly pre ssing and

maintaining insulatio n in plac e .

E. Me c hanic ally Faste ne d Insulatio n: Install e ac h laye r o f insulatio n and se c ure to

de c k using me c hanic a l faste ne rs spe c ific a lly de signe d and size d fo r faste ning

spe c ifie d bo ard-type ro o f insulatio n to de c k type .



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1. Faste n insulatio n to re sist uplift pre ssure at c o rne rs, pe rime te r, and fie ld o f

ro o f.

F. Me c hanic ally Faste ne d and Adhe re d Insulatio n: Install e ac h laye r o f insulatio n

to de c k using me c hanic al faste ne rs spe c ific ally de signe d and size d fo r

faste ning spe c ifie d bo ard-type ro o f insulatio n to de c k type .

1. Faste n first laye r o f insulatio n to re sist uplift pre ssure at c o rne rs, pe rime te r,

and fie ld o f ro o f.

2. Se t e ac h subse que nt laye r o f insulatio n in a so lid mo pping o f ho t ro o fing

asphalt, applie d within plus o r minus 25 de g F o f e quivisc o us te mpe rature .

3. Se t e ac h subse que nt laye r o f insulatio n in insulatio n adhe sive , firmly

pre ssing and mainta ining insulatio n in plac e .

G. Lo o se ly La id Insulatio n: Lo o se ly lay insulatio n units o ve r substrate .

H. Install c o ve r bo ards o ve r insulatio n with lo ng jo ints in c o ntinuo us straight line s

with e nd jo ints stagge re d be twe e n ro ws. Offse t jo ints o f insulatio n be lo w a

minimum o f 6 inc he s in e ac h dire c tio n. Lo o se ly butt c o ve r bo ards to ge the r and

faste n to ro o f de c k.

1. Faste n c o ve r bo ards to re sist uplift pre ssure at c o rne rs, pe rime te r, and fie ld

o f ro o f.

I. Install slip she e t o ve r c o ve r bo ard and imme diate ly be ne ath ro o fing .

3.4 ADHERED ROOFING INSTALLATION

A. Adhe re ro o fing o ve r are a to re c e ive ro o fing ac c o rding to ro o fing syste m

manufac ture r's writte n instruc tio ns. Unro ll ro o fing and a llo w to re lax be fo re

re taining .

B. Ac c urate ly a lign ro o fing , and maintain unifo rm side and e nd laps o f minimum

dime nsio ns re quire d by manufac ture r. Stagge r e nd laps.

C. Bo nding Adhe sive : Apply to substrate and unde rside o f ro o fing at rate re quire d

by manufac ture r, and a llo w to partia lly dry be fo re insta lling ro o fing . Do no t

apply to splic e are a o f ro o fing .

D. In additio n to adhe ring , me c hanic ally faste n ro o fing se c ure ly a t te rminatio ns,

pe ne tratio ns, and pe rime te r o f ro o fing .

E. Se ams: Cle an se am are as, o ve rlap ro o fing , and ho t-air we ld side and e nd laps

o f ro o fing and she e t flashings ac c o rding to manufac ture r's writte n instruc tio ns,

to e nsure a wate rtight se am installa tio n.



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1. Te st lap e dge s with pro be to ve rify se am we ld c o ntinuity. Apply lap

se alant to se a l c ut e dge s o f she e t.

2. Ve rify fie ld stre ngth o f se ams a minimum o f twic e da ily, and re pair se am

sample are as.

3. Re pair te ars, vo ids, and lappe d se ams in ro o fing that do no t c o mply with

re quire me nts.

F. Spre ad se a lant be d o ve r de c k-drain flange at ro o f dra ins, and se c ure ly se al

ro o fing in plac e with c lamping ring .

3.5 MECHANICALLY FASTENED ROOFING INSTALLATION

A. Me c hanic ally faste n ro o fing o ve r are a to re c e ive ro o fing ac c o rding to ro o fing

syste m manufac ture r's writte n instruc tio ns. Unro ll ro o fing and a llo w to re lax

be fo re re ta ining .

B. Ac c urate ly a lign ro o fing , and maintain unifo rm side and e nd laps o f minimum

dime nsio ns re quire d by manufac ture r. Stagge r e nd laps.

C. Me c hanic ally faste n o r adhe re ro o fing se c ure ly a t te rminatio ns, pe ne tratio ns,

and pe rime te r o f ro o fing .

D. Apply ro o fing with side laps shing le d with slo pe o f ro o f de c k whe re po ssible .

E. In-Se am Attac hme nt: Se c ure o ne e dge o f TPO she e t using faste ning plate s o r

me ta l batte ns c e nte re d within se am, and me c hanic ally faste n TPO she e t to

ro o f de c k.

F. Se ams: Cle an se am are as, o ve rlap ro o fing , and ho t-air we ld side and e nd laps

o f ro o fing and she e t flashings ac c o rding to manufac ture r's writte n instruc tio ns

to e nsure a wate rtight se am installa tio n.

1. Te st lap e dge s with pro be to ve rify se am we ld c o ntinuity. Apply lap

se alant to se a l c ut e dge s o f she e t.

2. Ve rify fie ld stre ngth o f se ams a minimum o f twic e da ily, and re pair se am

sample are as.

3. Re pair te ars, vo ids, and lappe d se ams in ro o fing that do no t c o mply with

re quire me nts.

G. Spre ad se a lant be d o ve r de c k-drain flange at ro o f dra ins, and se c ure ly se al

ro o fing in plac e with c lamping ring .



2797 South 200 East


3.6 BASE FLASHING INSTALLATION

A. Install she e t flashings and pre fo rme d flashing ac c e sso rie s, and adhe re to

substrate s ac c o rding to ro o fing syste m manufac ture r's writte n instruc tio ns.

B. Apply bo nding adhe sive to substrate and unde rside o f she e t flashing at

re quire d rate , and allo w to partia lly dry. Do no t apply to se am are a o f flashing .

C. Flash pe ne tratio ns and fie ld-fo rme d inside and o utside c o rne rs with c ure d o r

unc ure d she e t flashing .

D. Cle an se am are as, o ve rlap, and firmly ro ll she e t flashings into the adhe sive . Ho t-

a ir we ld side and e nd laps to e nsure a wate rtight se am installa tio n.

E. Te rminate and se al to p o f she e t flashings[ and me c hanic ally anc ho r to

substrate thro ugh te rminatio n bars].

3.7 WALKWAY INSTALLATION

A. Fle xib le Walkways: Insta ll walkway pro duc ts in lo c atio ns indic ate d. He at we ld to

substrate o r adhe re walkway pro duc ts to substrate with c o mpatible adhe sive

ac c o rding to ro o fing syste m manufac ture r's writte n instruc tio ns.

B. Ro o f-Pave r Walkways: Install walkway ro o f pave rs ac c o rding to manufac ture r's

writte n instruc tio ns in lo c atio ns indic ate d, to fo rm walkways. Le ave 3 inc he s o f

spac e be twe e n adjac e nt ro o f pave rs.

3.8 PROTECTING AND CLEANING

A. Pro te c t ro o fing syste m fro m damage and we ar during re mainde r o f

c o nstruc tio n pe rio d. Whe n re maining c o nstruc tio n do e s no t a ffe c t o r e ndange r

ro o fing , inspe c t ro o fing fo r de te rio ratio n and damage , de sc rib ing its nature and

e xte nt in a writte n re po rt, with c o pie s to Arc hite c t and Owne r.

B. Co rre c t de fic ie nc ie s in o r re mo ve ro o fing syste m that do e s no t c o mply with

re quire me nts, re pair substrate s, and re pair o r re install ro o fing syste m to a

c o nditio n fre e o f damage and de te rio ratio n at time o f Substantial Co mple tio n

and ac c o rding to warranty re quire me nts.

C. Cle an o ve rspray and spillage fro m adjac e nt c o nstruc tio n using c le aning

age nts and pro c e dure s re c o mme nde d by manufac ture r o f a ffe c te d

c o nstruc tio n.






SECTION 083323 - OVERHEAD COILING DOORS

PART 1 - GENERAL

1.1 SUMMARY


1. Se rvic e do o rs.


1. Se c tio n 055000 "Me ta l Fabric atio ns" fo r misc e llane o us ste e l suppo rts.


A. Pro duc t Data : Fo r e ac h type and size o f o ve rhe ad c o iling do o r and ac c e sso ry.

B. Sho p Drawings: Fo r e ac h installa tio n and fo r spe c ial c o mpo ne nts no t

dime nsio ne d o r de ta ile d in manufac ture r's pro duc t data .

1. Inc lude po ints o f a ttac hme nt and the ir c o rre spo nding static and dynamic

lo ads impo se d o n struc ture .

C. Sample s: Fo r e ac h e xpo se d pro duc t and fo r e ac h c o lo r and te xture spe c ifie d.





tra ine d and appro ve d by manufac ture r fo r bo th installa tio n and mainte nanc e

o f units re quire d fo r this Pro je c t.





PART 2 - PRODUCTS


A. Struc tura l Pe rfo rmanc e , Exte rio r Do o rs: Capable o f withstanding the de sign

wind lo ads.

1. De sign Wind Lo ad o f 20 lb f/ sq . ft., ac ting inward and o utward.

2. Te sting : Ac c o rding to ASTM E 330

B. Se ismic Pe rfo rmanc e : Ove rhe ad c o iling do o rs shall withstand the e ffe c ts o f

e arthquake mo tio ns de te rmine d ac c o rding to ASCE/ SEI 7

2.2 DOOR ASSEMBLY

A. Se rvic e Do o r: Ove rhe ad c o iling do o r fo rme d with c urtain o f inte rlo c king me tal

sla ts.

1. Manufac ture rs: Subje c t to c o mplianc e with re quire me nts, pro vide

pro duc ts by o ne o f the fo llo wing

a . ACME Ro lling Do o rs.

b . Alpine Ove rhe ad Do o rs, Inc .

c . Alumate c Pac ific Pro duc ts.

d . Amarr Garage Do o rs.

e . ASTA Do o r Co rpo ratio n.

f. C.H.I. Ove rhe ad Do o rs.

g . City-Gate s.

h. Clo pay Building Pro duc ts.

i. Co o kso n Co mpany.

j. Co rne ll Iro n Wo rks, Inc .

k. Janus Inte rnatio nal Co rpo ratio n.

l. Lawre nc e Ro ll-Up Do o rs, Inc .

m. Mc Ke o n Ro lling Ste e l Do o r Co mpany, Inc .

n. Me tro Do o r.

o . Ove rhe ad Do o r Co rpo ratio n.

p . QMI Se c urity So lutio ns.

q . Rayno r.

r. So uthwe ste rn Ro lling Ste e l Do o r Co .

s. Wayne -Dalto n Co rp.

t. <Inse rt manufac ture r's name >.

B. Ope ratio n Cyc le s: Do o r c o mpo ne nts and o pe rato rs c apable o f o pe rating fo r

no t le ss than 20,000.
























C. Curtain R-Value : 4.5 de g F x h x sq . ft./ Do o r Curtain Mate ria l: Galvanize d ste e l

OR Aluminum.

D. Do o r Curtain Slats: Flat pro file sla ts o f 1-7/ 8 c e nte r-to -c e nte r he ight.

E. Bo tto m Bar: Two ang le s, e ac h no t le ss than [1-1/ 2 by 1-1/ 2 by 1/ 8 inc h (38 by 38

by 3 mm) thic k] <Inse rt dime nsio ns>; fabric ate d fro m [ho t-dip galvanize d ste e l]

[sta inle ss ste e l] [o r] [a luminum e xtrusio ns] and finishe d [to matc h do o r] <Inse rt

re quire me nt>.

F. Curtain Jamb Guide s: Galvanize d ste e l with e xpo se d finish matc hing c urta in

sla ts.

G. Ho o d: Matc h c urtain mate rial and finish.

1. Mo unting : As sho wn o n Drawings.

H. Lo c king De vic e s: Equip do o r with lo c king de vic e asse mbly and c hain lo c k

ke e pe r.

I. Manual Do o r Ope rato r: Push-up o pe ratio n

J. Curtain Ac c e sso rie s: Equip do o r with we athe rse a ls.

2.3 MATERIALS, GENERAL

A. Ele c tric a l Co mpo ne nts, De vic e s, and Ac c e sso rie s: Liste d and labe le d as

de fine d in NFPA 70, by a qualifie d te sting age nc y, and marke d fo r inte nde d

lo c atio n and applic atio n.

2.4 DOOR CURTAIN MATERIALS AND CONSTRUCTION

A. Do o r Curta ins: Fabric ate o ve rhe ad c o iling -do o r c urtain o f inte rlo c king me tal

sla ts, de signe d to withstand wind lo ading indic ate d, in a c o ntinuo us le ngth fo r

width o f do o r witho ut splic e s. Unle ss o the rwise indic ate d, pro vide sla ts o f

thic kne ss and me c hanic a l pro pe rtie s re c o mme nde d by do o r manufac ture r fo r

pe rfo rmanc e , size , and type o f do o r indic ate d, and as fo llo ws:

1. Me tal Inte rio r Curtain-Slat Fac ing : Matc h me ta l o f e xte rio r c urta in-sla t

fac e , with minimum ste e l thic kne ss o f and minimum aluminum thic kne ss o f

0.032 inc h.

B. Curtain Jamb Guide s: Manufac ture r's standard angle s o r c hanne ls and angle s

o f same mate ria l and finish as c urtain slats unle ss o the rwise indic ate d, with

suffic ie nt de pth and stre ngth to re tain c urta in, to a llo w c urtain to o pe rate

smo o thly, and to withstand lo ading . Slo t bo lt ho le s fo r guide adjustme nt.

Pro vide re mo vable sto ps o n guide s to pre ve nt o ve rtrave l o f c urta in.





2.5 HOODS

A. Ge ne ra l: Fo rm she e t me ta l ho o d to e ntire ly e nc lo se c o ile d c urta in and

o pe rating me c hanism at o pe ning he ad. Co nto ur to fit e nd brac ke ts to whic h

ho o d is a ttac he d. Ro ll and re info rc e to p and bo tto m e dge s fo r stiffne ss. Fo rm

c lo se d e nds fo r surfac e -mo unte d ho o ds and fasc ia fo r any po rtio n o f be twe e n-

jamb mo unting that pro je c ts be yo nd wall fac e . Equip ho o d with inte rme diate

suppo rt brac ke ts as re quire d to pre ve nt sagg ing .

1. Inc lude auto matic dro p ba ffle o n fire -rate d do o rs to guard against

passage o f smo ke o r flame .

2.6 LOCKING DEVICES

A. Lo c king De vic e Asse mbly: Fabric ate with c ylinde r lo c k, spring-lo ade d de ad

bo lt, o pe rating handle , c am plate , and adjustable lo c king bars to e ngage

thro ugh slo ts in trac ks.

1. Ke ys: Thre e fo r e ac h c ylinde r.

B. Chain Lo c k Ke e pe r: Suitab le fo r padlo c k.

2.7 CURTAIN ACCESSORIES

A. We athe rse als fo r Exte rio r Do o rs: Equip e ac h e xte rio r do o r with we athe r-stripping

gaske ts fitte d to e ntire e xte rio r pe rime te r o f do o r fo r a we athe r-re sistant

installa tio n unle ss o the rwise indic ate d.

2.8 COUNTERBALANCING MECHANISM

A. Ge ne ra l: Co unte rba lanc e do o rs by me ans o f manufac ture r's standard

me c hanism with an adjustable -te nsio n, ste e l he lic al to rsio n spring mo unte d

aro und a ste e l shaft and c o ntaine d in a spring barre l c o nne c te d to to p o f

c urta in with barre l rings. Use g re ase -se a le d be arings o r se lf-lubric ating g raphite

be arings fo r ro tating me mbe rs.

B. Brac ke ts: Manufac ture r's standard mo unting brac ke ts o f e ithe r c ast iro n o r c o ld-

ro lle d ste e l pla te .

2.9 MANUAL DOOR OPERATORS

A. Ge ne ra l: Equip do o r with manual do o r o pe rato r by do o r manufac ture r.





B. Push-up Do o r Ope ratio n: Lift handle s and pull ro pe fo r raising and lo we ring

do o rs, with c o unte rbalanc e me c hanism de signe d so that re quire d lift o r pull fo r

do o r o pe ratio n do e s no t e xc e e d 25 lbf .

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install o ve rhe ad c o iling do o rs and o pe rating e quipme nt c o mple te with

ne c e ssary hardware , anc ho rs, inse rts, hange rs, and e quipme nt suppo rts;

ac c o rding to manufac ture r's writte n instruc tio ns and as spe c ifie d.

B. Adjust hardware and mo ving parts to func tio n smo o thly so that do o rs o pe rate

e asily, fre e o f warp, twist, o r disto rtio n. Lubric ate be arings and sliding parts as

re c o mme nde d by manufac ture r. Adjust se als to pro vide tight fit aro und e ntire

pe rime te r.

3.2 DEMONSTRATION

A. Engage a fac to ry-autho rize d se rvic e re pre se ntative to tra in Owne r's

mainte nanc e pe rso nne l to adjust, o pe rate , and maintain o ve rhe ad c o iling

do o rs.






SECTION 09 9113 - EXTERIOR PAINTING

PART 1 - GENERAL

1.1 SUMMARY

A. Se c tio n inc lude s surfac e pre paratio n and the applic atio n o f pa int syste ms o n e xte rio r

substrate s.

B.

1. Ste e l.

2. Wo o d.

1.2 DEFINITIONS

A. Glo ss Le ve l 1: No t mo re than 5 units at 60 de gre e s and 10 units a t 85 de gre e s,

ac c o rding to ASTM D 523.

B. Glo ss Le ve l 3: 10 to 25 units a t 60 de gre e s and 10 to 35 units a t 85 de gre e s, ac c o rding to

ASTM D 523.

C. Glo ss Le ve l 4: 20 to 35 units at 60 de gre e s and no t le ss than 35 units a t 85 de gre e s,

ac c o rding to ASTM D 523.

D. Glo ss Le ve l 5: 35 to 70 units a t 60 de gre e s, ac c o rding to ASTM D 523.

E. Glo ss Le ve l 6: 70 to 85 units a t 60 de gre e s, ac c o rding to ASTM D 523.

F. Glo ss Le ve l 7: Mo re than 85 units a t 60 de gre e s, a c c o rding to ASTM D 523.


A. Pro duc t Data : Fo r e ac h type o f pro duc t. Inc lude pre paratio n re quire me nts and

applic atio n instruc tio ns.

B. Sample s: Fo r e ac h type o f pa int syste m and e ac h c o lo r and g lo ss o f to pc o at.

C. Pro duc t List: Fo r e ac h pro duc t indic ate d. Inc lude printo ut o f c urre nt "MPI Appro ve d

Pro duc ts List" fo r e ac h pro duc t c a te go ry spe c ifie d, with the pro po se d pro duc t

highlighte d.


A. Furnish e xtra mate ria ls that matc h pro duc ts insta lle d and that are pac kage d with

pro te c tive c o ve ring fo r sto rage and ide ntifie d with labe ls de sc rib ing c o ntents.





1. Paint: 5 pe rc e nt, but no t le ss than 1 ga l. o f e ac h mate ria l and c o lo r applie d.


A. Mo c kups: Apply mo c kups o f e ac h pa int syste m indic ate d and e ac h c o lo r and finish

se le c te d to ve rify pre liminary se le c tio ns made unde r Sa mple submitta ls and to

de mo nstrate ae sthe tic e ffe c ts and se t qua lity standards fo r mate ria ls and e xe c utio n.

1. Arc hite c t will se le c t o ne surfac e to re pre se nt surfac e s and c o nditio ns fo r

applic atio n o f e ac h pa int syste m spe c ifie d in Part 3.

a . Ve rtic al and Ho rizo nta l Surfac e s: Pro vide sample s fo r Arc hite c ts appro va l

b . Othe r Ite ms: Arc hite c t will de signate ite ms o r are a s re quire d .

2. Fina l appro va l o f c o lo r se le c tio ns will be base d o n mo c kups.

a . If pre liminary c o lo r se le c tio ns are no t appro ve d , apply additio na l mo c kups

o f additio na l c o lo rs se le c te d by Arc hite c t at no adde d c o st to Owne r.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Pro duc ts: Sub je c t to c o mplianc e with re quire me nts, ava ilab le pro duc ts that may be

inc o rpo rate d into the Wo rk inc lude , b ut are no t limite d to pro duc ts liste d in o the r Part 2

artic le s fo r the pa int c atego ry indic ate d.

2.2 PAINT, GENERAL

A. MPI (Maste r Pa inte rs Institute ) Standards: Pro vide pro duc ts that c o mply with MPI

standards indic ate d and that are liste d in its "MPI Appro ve d Pro duc ts List."

B. Mate rial Co mpatib ility:

1. Pro vide mate ria ls fo r use within e ac h pa int syste m that are c o mpatible with o ne

ano the r and substrate s indic ate d, unde r c o nditio ns o f se rvic e and applic atio n as

de mo nstrate d by manufac ture r, base d o n te sting and fie ld e xpe rie nc e .

2. Fo r e ac h c o at in a pa int syste m, pro vide pro duc ts re c o mme nde d in writing by

manufac ture rs o f to pc o a t fo r use in pa int syste m a nd o n sub strate indic ated.

C. VOC Co nte nt: Pro vide mate ria ls that c o mply with VOC limits o f autho ritie s having

jurisdic tio n.

D. Co lo rs: As se le c te d by Arc hite c t fro m manufac ture r's full range .

2.3 BLOCK FILLERS

A. Blo c k Fille r, Late x, Inte rio r/ Exte rio r: MPI # 4.





2.4 PRIMERS/ SEALERS

A. Prime r, Bo nding , Wate r Base d : MPI # 17.

B. Prime r, Bo nding , So lve nt Base d: MPI # 69.

2.5 METAL PRIMERS

A. Prime r, Alkyd , Anti-Co rro sive fo r Me ta l: MPI # 79.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrate s and c o nditio ns, with Applic ato r pre se nt, fo r c o mplianc e with

re quire me nts fo r maximum mo isture c o nte nt and o the r c o nditio ns a ffe c ting

pe rfo rmanc e o f the Wo rk.

B. Maximum Mo isture Co nte nt o f Substrate s: Whe n me asure d with an e le c tro nic mo isture

me te r as fo llo ws:

1. Co nc re te : 12 pe rc e nt.

2. Maso nry (Cla y and CMU): 12 pe rc e nt.

3. Wo o d: 15 pe rc e nt.

4. Po rtland Ce me nt Plaste r: 12 pe rc e nt.

5. Gypsum Bo ard : 12 pe rc e nt.

C. Ve rify suitab ility o f substrate s, inc luding surfac e c o nditio ns and c o mpatibility with

e xisting finishe s and prime rs.

D. Pro c e e d with c o ating applic atio n o nly a fte r unsatisfac to ry c o nditio ns have be e n

c o rre c te d.

1. Applic atio n o f c o ating indic ate s ac c e ptanc e o f surfac e s and c o nditio ns.

3.2 PREPARATION

A. Co mply with manufac ture r's writte n instruc tio ns and re c o mme ndatio ns in "MPI Manual"

applic able to substrate s and pa int syste ms indic ate d.

B. Cle an substrate s o f substanc e s that c o uld impair bo nd o f pa ints, inc luding dust, dirt, o il,

g re ase , and inc o mpatib le pa ints and e nc apsulate s.

1. Re mo ve inc o mpatib le prime rs and re prime sub strate with c o mpatible prime rs o r

apply tie c o at as re quire d to pro duc e pa int syste ms indic ate d.APPLICATION

C. Apply pa ints ac c o rding to manufac ture r's writte n instruc tio ns and re c o mme ndatio ns in

"MPI Manual."





D. Apply pa ints to pro duc e surfac e films witho ut c loudine ss, spo tting , ho lidays, laps, brush

marks, ro lle r trac king , runs, sags, ro pine ss, o r o the r surfac e impe rfe c tio ns. Cut in sharp

line s and c o lo r bre aks.

3.3 CLEANING AND PROTECTION

A. Pro te c t wo rk o f o the r trade s aga inst damage fro m pa int applic a tio n. Co rre c t damage

to wo rk o f o the r trade s by c le aning , re pa iring , re plac ing , and re finishing , as appro ve d

by Arc hite c t, and le ave in an undamage d c o nditio n.

B. At c o mple tio n o f c o nstruc tio n ac tivitie s o f o the r trade s, to uc h up and re sto re damage d

o r de fac e d pa inte d surfa c e s.

3.4 EXTERIOR PAINTING SCHEDULE

A. Co nc re te Substrate s, No ntra ffic Surfac e s:

1. Late x Syste m:

a . Prime Co at: Late x, e xte rio r, matc hing to pc o at.

b . Prime Co at: Prime r, a lka li re sistant, wate r base d, MPI # 3.

c . Inte rme diate Co at: Late x, e xte rio r, matc hing to pc o at.

d . To pc o at: Late x, e xte rio r se mi-g lo ss (Glo ss Le ve l 5), MPI # 11.

e . Inte rme diate Co at: Se a le r, wate r base d, fo r c o nc re te flo o rs, MPI # 99.

f. To pc o at: Se a le r, wate r base d , fo r c o nc re te flo o rs, MPI # 99.

2. So lve nt-Base d Cle ar Se a le r Syste m:

a . Prime Co at: Se a le r, so lve nt base d, fo r c o nc re te flo o rs, MPI # 104.

b . Inte rme diate Co at: Se a le r, so lve nt base d , fo r c o nc re te flo o rs, MPI # 104.

c . To pc o at: Se a le r, so lve nt base d, fo r c o nc re te flo o rs[, MPI #104].

B. CMU Substrate s:

1. Late x Syste m:

a . Prime Co at: Blo c k fille r, la te x, inte rio r/ e xte rio r, MPI # 4.

b . Inte rme diate Co at: Late x, e xte rio r, matc hing to pc o at.

c . To pc o at: Late x, e xte rio r se mi-g lo ss (Glo ss Le ve l 5), MPI # 11.

C. Ste e l Substrate s:

1. Wate r-Base d Light Industria l Co ating Syste m:

a . Prime Co at: Prime r, a lkyd , anti-c o rro sive fo r me ta l, MPI # 79.

b . Prime Co at: Sho p prime r spe c ifie d in Se c tio n whe re substrate is spe c ifie d.

c . Inte rme diate Co at: Light industria l c o ating , e xte rio r, wate r base d, matc hing

to pc o at.

d . To pc o at: Light industria l c o ating , e xte rio r, wate r base d , se mi-g lo ss (Glo ss

Le ve l 5), MPI # 163.






SECTION 099600 - HIGH-PERFORMANCE COATINGS

PART 1 - GENERAL

1.1 SUMMARY

A. Se c tio n inc lude s surfac e pre paratio n and applic atio n o f high-pe rfo rmanc e

c o ating syste ms.

1. Exte rio r Substrate s:

a . Co nc re te vertical surfac e s.

b . Co nc re te maso nry units (CMU).

c . Ste e l.

d . Galvanize d me tal.

1.2 DEFINITIONS

A. Glo ss Le ve l 6: 70 to 85 units a t 60 de gre e s, ac c o rding to ASTM D 523.

B. Glo ss Le ve l 7: Mo re than 85 units a t 60 de gre e s, ac c o rding to ASTM D 523.


A. Pro duc t Data : Fo r e ac h type o f pro duc t indic ate d. Inc lude pre paratio n

re quire me nts and applic atio n instruc tio ns.

B. Sample s: Fo r e ac h type o f c o ating syste m and in e ac h c o lo r and g lo ss o f

to pc o at indic ate d.

C. Pro duc t List: Fo r e ac h pro duc t indic ate d, inc lude printo ut o f c urre nt "MPI

Appro ve d Pro duc ts List" fo r e ac h pro duc t c ate go ry spe c ifie d in Part 2, with the

pro po se d pro duc t highlighte d.


A. Furnish e xtra mate rials that matc h pro duc ts insta lle d and that are pac kage d

with pro te c tive c o ve ring fo r sto rage and ide ntifie d with labe ls de sc rib ing

c o nte nts.

1. Co atings: 5 pe rc e nt, but no t le ss than 1 gal. o f e ac h mate rial and c o lo r

applie d.






A. Mo c kups: Apply mo c kups o f e ac h c o ating syste m indic ate d to ve rify

pre liminary se le c tio ns made unde r sample submittals and to de mo nstrate

ae sthe tic e ffe c ts and se t quality standards fo r mate ria ls and e xe c utio n.

1. Arc hite c t will se le c t o ne surfac e to re pre se nt surfac e s and c o nditio ns fo r

applic atio n o f e ac h c o ating syste m spe c ifie d in Part 3.

a . Arc hite c t will de signate ite ms o r are as re quire d.

2. Final appro val o f c o lo r se le c tio ns will be base d o n mo c kups.

a . If pre liminary c o lo r se le c tio ns are no t appro ve d, apply additio nal

mo c kups o f additio nal c o lo rs se le c te d by Arc hite c t a t no adde d

c o st to Owne r.

PART 2 - PRODUCTS

2.1 HIGH-PERFORMANCE COATINGS, GENERAL

A. MPI Standards: Pro vide pro duc ts that c o mply with MPI standards indic ate d and

are liste d in "MPI Appro ve d Pro duc ts List."

B. Mate rial Co mpatib ility:

1. Pro vide mate rials fo r use within e ac h c o ating syste m that are c o mpatible

with o ne ano the r and substrate s indic ate d, unde r c o nditio ns o f se rvic e

and applic atio n as de mo nstrate d by manufac ture r, base d o n te sting and

fie ld e xpe rie nc e .

2. Fo r e ac h c o at in a c o ating syste m, pro vide pro duc ts re c o mme nde d in

writing by manufac ture rs o f to pc o at fo r use in c o ating syste m and o n

substrate indic ate d.

3. Pro vide pro duc ts o f same manufac ture r fo r e ac h c o at in a c o ating

syste m.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrate s and c o nditio ns, with Applic ato r pre se nt, fo r c o mplianc e

with re quire me nts fo r maximum mo isture c o nte nt and o the r c o nditio ns

a ffe c ting pe rfo rmanc e o f the Wo rk.





1. Maximum Mo isture Co nte nt o f Substrate s: Whe n me asure d with an

e le c tro nic mo isture me te r as fo llo ws:

a . Co nc re te : 12 pe rc e nt.

b . Maso nry (Clay and CMU): 12 pe rc e nt.

B. Ve rify suitab ility o f substrate s, inc luding surfac e c o nditio ns and c o mpatib ility

with e xisting finishe s and prime rs.

C. Pro c e e d with c o ating applic atio n o nly a fte r unsatisfac to ry c o nditio ns have

be e n c o rre c te d.

1. Be ginning c o ating applic atio n c o nstitute s Co ntrac to r's ac c e ptanc e o f

substrate s and c o nditio ns.

3.2 PREPARATION

A. Co mply with manufac ture r's writte n instruc tio ns and re c o mme ndatio ns in "MPI

Arc hite c tural Pa inting Spe c ific atio n Manual" applic able to substrate s indic ate d.

B. Cle an substrate s o f substanc e s that c o uld impair bo nd o f c o atings, inc luding

dust, dirt, o il, g re ase , and inc o mpatible pa ints and e nc apsulate s.

1. Re mo ve inc o mpatib le prime rs and re prime substrate with c o mpatible

prime rs o r apply tie c o at as re quire d to pro duc e c o ating syste ms

indic ate d.

3.3 APPLICATION

A. Apply high-pe rfo rmanc e c o atings ac c o rding to manufac ture r's writte n

instruc tio ns and re c o mme ndatio ns in "MPI Arc hite c tural Painting Spe c ific atio n

Manual."

B. Apply c o atings to pro duc e surfac e films witho ut c lo udine ss, spo tting , ho lidays,

laps, brush marks, runs, sags, ro pine ss, o r o the r surfac e impe rfe c tio ns. Pro duc e

sharp g lass line s and c o lo r bre aks.

3.4 CLEANING AND PROTECTION

A. Pro te c t wo rk o f o the r trade s against damage fro m c o ating o pe ratio n. Co rre c t

damage by c le aning , re pairing , re plac ing , and re c o ating , as appro ve d by

Arc hite c t, and le ave in an undamage d c o nditio n.

B. At c o mple tio n o f c o nstruc tio n ac tivitie s o f o the r trade s, to uc h up and re sto re

damage d o r de fac e d c o ate d surfac e s.





3.5 EXTERIOR HIGH-PERFORMANCE COATING SCHEDULE

A. Co nc re te Substrate s, Ve rtic al Surfac e s:

1. Anti-Graffiti Co ating :

a . She rwin Williams Anti-g ra ffiti c o ating 1K Silo xane - c le ar (o r e qual).

b . Apply pe r manufac ture s instruc tio ns.

B. CMU Substrate s:

1. Anti-Graffiti Co ating :

a . She rwin Williams Anti-g ra ffiti c o ating 1K Silo xane - c le ar (o r e qual).

b . Apply pe r manufac ture s instruc tio ns.

C. Galvanize d-Me tal Substrate s:

1. Epo xy Syste m:

a . Prime Co at: TNEMEC Se rie s 1 Omnithane

b . To pc o at: TNEMEC Se rie s 20 POTA-POX






SECTION 102800 – TOILET ACCESSORIES

PART 1 - GENERAL

1.1 SUMMARY


1. Public -use washro o m ac c e sso rie s.



B. Pro duc t Sc he dule : Indic ating type s, quantitie s, size s, and installa tio n lo c atio ns

by ro o m o f e ac h ac c e sso ry re quire d.

1. Ide ntify lo c atio ns using ro o m de signatio ns indic ate d.

2. Ide ntify pro duc ts using de signatio ns indic ate d.


A. Warranty: Sample o f spe c ia l warranty.




A. Ele c tric a l Co mpo ne nts, De vic e s, and Ac c e sso rie s: Liste d and labe le d as

de fine d in NFPA 70, by a qualifie d te sting age nc y, and marke d fo r inte nde d

lo c atio n and applic atio n.

1.6 WARRANTY

A. Spe c ial Mirro r Warranty: Manufac ture r's standard fo rm in whic h manufac ture r

agre e s to re plac e mirro rs that de ve lo p visib le silve r spo ilage de fe c ts and that

fa il in mate rials o r wo rkmanship within spe c ifie d warranty pe rio d.





1. Warranty Pe rio d: 15 ye ars fro m date o f Substantial Co mple tio n.

PART 2 - PRODUCTS

2.1 PUBLIC-USE WASHROOM ACCESSORIES

A. Manufac ture rs: Sub je c t to c o mplianc e with re quire me nts, pro vide pro duc ts by

o ne o f the fo llo wing . Basis-o f-De sign Pro duc t: Sub je c t to c o mplianc e with

re quire me nts, pro vide pro duc t indic ate d o n Drawings o r c o mparable pro duc t

by o ne o f the fo llo wing :

1. A & J Washro o m Ac c e sso rie s, Inc .

2. Ame ric an Spe c ialtie s, Inc .

3. Bo bric k Washro o m Equipme nt, Inc .

4. Bradle y Co rpo ratio n.

5. GAMCO Spe c ialty Ac c e sso rie s; a divisio n o f Bo bric k Washro o m

Equipme nt, Inc .

6. Tubular Spe c ialtie s Manufac turing , Inc .

B. To ile t Tissue (Ro ll) Dispe nse r:

1. De sc riptio n: Do uble -ro ll dispe nse r.

2. Mo unting : Surfac e mo unte d.

3. Ope ratio n: No nc o ntro l de live ry with the ft-re sistant spindle .

4. Capac ity: De signe d fo r standard ro ll size .

5. Mate rial and Finish: Stainle ss ste e l, No . 4 finish (satin).

C. Liquid-So ap Dispe nse r:

1. De sc riptio n: De signe d fo r dispe nsing so ap in liquid fo rm.

2. Mo unting : Ve rtic ally o rie nte d, surfac e mo unte d.

3. Mate rials: Stainle ss ste e l, No . 4 finish (satin).

4. Lo c kse t: Tumble r type .

5. Re fill Indic ato r: Windo w type .

D. Grab Bar:

1. Mo unting : Flange s with c o nc e ale d faste ne rs.

2. Mate rial: Sta inle ss ste e l, 0.05 inc h (1.3 mm) thic k.

a . Finish: Smo o th, No . 4 finish (satin

3. Outside Diame te r: 1-1/ 4 inc he s.

4. Co nfiguratio n and Le ngth: As indic ate d o n Drawings













2.2 UNDERLAVATORY GUARDS

A. Manufac ture rs: Sub je c t to c o mplianc e with re quire me nts, pro vide pro duc ts by

o ne o f the fo llo wing :

B. Basis-o f-De sign Pro duc t: Sub je c t to c o mplianc e with re quire me nts, pro vide

pro duc t indic ate d o n Drawings o r c o mparable pro duc t by o ne o f the

fo llo wing :

1. Plumbe re x Spe c ialty Pro duc ts, Inc .

2. True bro by IPS Co rpo ratio n.

3. <Inse rt manufac ture r's name >.

C. Unde rlavato ry Guard:

1. De sc riptio n: Insulating pipe c o ve ring fo r supply and dra in piping

asse mblie s that pre ve nt dire c t c o ntac t with and burns fro m piping ; a llo w

se rvic e ac c e ss witho ut re mo ving c o ve rings.

2. Mate rial and Finish: Antimic ro b ia l, mo lde d plastic , white .

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install ac c e sso rie s ac c o rding to manufac ture rs' writte n instruc tio ns, using

faste ne rs appro priate to substrate indic ate d and re c o mme nde d by unit

manufac ture r. Install units le ve l, plumb, and firmly anc ho re d in lo c atio ns and at

he ights indic ate d.

B. Grab Bars: Install to withstand a do wnward lo ad o f a t le ast 250 lb f (1112 N),

whe n te ste d ac c o rding to ASTM F 446.





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