Guide Specification GFRC

8/21/2019 Guide Specification GFRC

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Guide Specification

This Guide Specification is intended to be used as a basis for the development of an office master specification

or in the preparation of specifications for a particular project. In either case this Guide Specification must be

edited to fit the conditions of use. Particular attention should be given to the deletion of inapplicable provisions or inclusion of appropriate requirements.

Shaded portions are Notes to the Specification Writer.

SECTION 03491 – GLSS !I"E# #EIN!O#CE$ CONC#ETE

This Section %ses the ter& 'rchitect.' Chan(e this ter& to &atch that %sed to identif) the desi(n professiona*

as defined in the Genera* and S%pp*e&entar) Conditions.

+erif) that Section tit*es referenced in this Section are correct for this ,ro-ects Specifications/ Section tit*es

&a) hae chan(ed.

PART 1 - GENERAL

SCHEDULE 0 - RELATED DOCUMENTS

,#O$CT $T S2EET 0 $rain(s and (enera* proisions of the Contract5 inc*%din( Genera* and

S%pp*e&entar) Conditions and $iision 1 Specification Sections5 app*) to this Section.

SCHEDULE 1 - SUMMARY

,#O$CT $T S2EET 0 This Section inc*%des (*ass fi6er reinforced concrete 7G!#C8 pane*s5

consistin( of G!#C5 pane* fra&es5 anchors5 and connection hardare.

#etain s%6para(raph 6e*o if *istin( G!#C pane* app*ications.

1. G!#C pane*s inc*%de wa unit!: window wa unit!: "uion!: cou"n co#e$!: fa!cia

unit!: co$nice!: !offit!: %&n!e$t appication!'.

,#O$CT $T S2EET 1 #e*ated Sections inc*%de the fo**oin(;

List 6e*o on*) prod%cts and constr%ction that the reader &i(ht e Section 'Str%ct%ra* Stee* !ra&in(' for connection attach&ent to str%ct%ra*stee*

fra&in(.

4. $iision 0? Section '@oint Sea*ants' for e*asto&eric -oint sea*ants and sea*ant 6acAin(s.

>. $iision 0B Section '*%&in%& Windos' for indos set into G!#C pane*s.

SCHEDULE ( - DE)&N&T&ONS

#etain para(raph 6e*o if a desi(n reference sa&p*e has 6een preapproed.

,#O$CT $T S2EET 0 $esi(n #eference Sa&p*e; Sa&p*e of approed G!#C co*or5 finish and

te


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4. Wind Loads; %&n!e$t oad! o$ wind-oadin. c$ite$ia/ po!iti#e and ne.ati#e fo$ #a$iou!

pa$t! of te uidin.'

>. EarthD%aAe Loads; %&n!e$t appicae ea$t2ua3e de!i.n data incudin. !ei!"ic

coefficient and i"po$tance facto$'

#eise def*ection *i&it in s%6para(raph 6e*o to s%it ,ro-ect.

. $ef*ection; $esi(n pane* fra&es to ithstand desi(n *oads itho%t *atera* def*ections (reater

than 1F=40 of a** span.

$ifferentia* a*%es in first s%6para(raph 6e*o are s%ita6*e for &ost of the .S. #eise to s%it *oca*

conditions.

?. Ther&a* oe&ents; ,roide for ther&a* &oe&ents res%*tin( fro& ann%a* a&6ient

te&perat%re chan(es of 100 de.) 456 de.C7: %&n!e$t te"pe$atu$e'.

B. $esi(n pane* fra&es and connections to acco&&odate def*ections and other 6%i*din(

&oe&ents.

#etain 6e*o if indo *oads i** 6e trans&itted to str%ct%re thro%(h pane* fra&es. Insert other perfor&ance

and desi(n criteria here to s%it ,ro-ect or add to $rain(s.

9. $esi(n pane* fra&es to transfer indo *oads to 6%i*din( str%ct%re.

SCHEDULE 8 - SU9M&TTALS

,#O$CT $T S2EET 0 ,rod%ct $ata; !or each t)pe of prod%ct indicated. Inc*%de G!#C desi(n&i


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,#O$CT $T S2EET B So%rce H%a*it)Contro* Test #eports; !or G!#C5 inserts5 and anchors.

Insert specific &ode* code or(aniation 6e*o or reise if report &%st 6e fro& another so%rce. ,CIs IC"O

Ea*%ation #eport 43>9 for G!#C is an e


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1. "%i*d &ocA%p of t)pica* a** area as shon on $rain(s ;a! pa$t of< ;!epa$ate= f$o"


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,#O$CT $T S2EET 1 !or& Liners; nits of face desi(n5 te&&8 siee ith a &a&&8

siee.

$e*ete para(raph and s%6para(raph 6e*o if no face &i< is reD%ired.

,#O$CT $T S2EET 3 !acin( ((re(ate; ST C335 e


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Edit this rtic*e to s%it ,ro-ect. dd other &ateria*s as reD%ired.

,#O$CT $T S2EET 0 Car6onStee* Shapes and ,*ates; ST 3F3. !inish stee* shapes

and p*ates *ess than 3F1 inch 74.? &&8 thicA as fo**os;

#etain one of to s%6para(raphs 6e*o. 2otdip (a*anied finish proides &a5 itho%t topcoatin(5 proides &ini&a* corrosion protection.

1. !inish; Jinc coated 6) ;ot-dip p$oce!! acco$din. to ASTM A1(*A1(*M/ afte$fa$ication/ o$ ASTM A15*A15*M/ a! appicae< ;eect$odepo!ition acco$din. to ASTM

96**/ SC* 7ST !>B or ST3=>8.

$e*ete s%6para(raph 6e*o %n*ess serice conditions arrant this added protection. 2otdip (a*anied finish

proides &a3F>35 str%ct%ra*stee* sheet5 ;G60 4107< ;G04(B57005 Grade "5 or ST>13. !inish ho**o str%ct%ra* sections ith a** thicAness *ess than 3F1 inch 74.? &&8 as fo**os;

Se*ect finish options fro& to s%6para(raphs 6e*o. Jincrich pri&er offers so&e corrosion resistance/

pri&er5 &ini&a* corrosion resistance.


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1. Or(anic Jinc#ich ,ri&er; SS,C,aint =0 on s%rfaces prepared to co&p*) ith SS,CS,FNCE No. 35 'Co&&ercia* "*ast C*eanin(.'

=. ,ri&er; ;M+& B< ;SS+C-+aint (5


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SCHEDULE B - MOLD )A9R&CAT&ON

,#O$CT $T S2EET 0 Constr%ct &o*ds that i** res%*t in finished G!#C co&p*)in( ith profi*es5

di&ensions5 and to*erances indicated5 itho%t da&a(in( G!#C d%rin( strippin(. Constr%ct &o*ds to

preent ater *eaAa(e and *oss of ce&ent paste.

1. Coat contact s%rfaces of &o*ds ith for&re*ease a(ent.

s%a**) retain s%6para(raph a6oe. $e*ete s%6para(raph 6e*o %n*ess e


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#etain para(raph a6oe if incorporatin( to*erances 6) reference/ retain first para(raph and s%6para(raphs

6e*o if detai*ed *istin( is reD%ired in this Section.

,#O$CT $T S2EET 1 an%fact%rin( To*erances; an%fact%re G!#C pane*s so each finished %nit

co&p*ies ith the fo**oin( di&ensiona* to*erances. !or di&ensiona* to*erances not *isted 6e*o5

co&p*) ith ,CI NL 130.

To*erances 6e*o are ,CI reco&&endations. an%fact%rers &a) 6e a6*e to co&p*) ith c*oser to*erances if

reD%ired. C*oser to*erances nor&a**) increase costs.

1. Oera** 2ei(ht and Width of nits5 eas%red at the !ace d-acent to o*d; s fo**os;

". 10 feet 73 &8 or %nder5 p*%s or &in%s 1FB inch 73 &&8.

C. ore than 10 feet 73 &85 p*%s or &in%s 1FB inch per 10 feet 73 && per 3 &8/ 1F4 inch 7 &&8

&a. n(%*ar +ariation of ,*ane of Side o*d; ,*%s or &in%s 1F3= inch per 3 inches 70.B && per

?> &&8 of depth or p*%s or &in%s 1F1 inch 71.> &&8 tota*5 hicheer is (reater.

. +ariation fro& SD%are or $esi(nated SAe 7$ifference in Len(th of To $ia(ona*

eas%re&ents8; ,*%s or &in%s 1FB inch per ?= inches 73 && per 1B00 &&8 or p*%s or &in%s 1F4

inch 7 &&8 tota*5 hicheer is (reater.?. Loca* S&oothness; 1F4 inch per 10 feet 7 && per 3 &8.

B. "oin(; Not to e


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1. $esi(n #eference Sa&p*e; &n!e$t de!c$iption and identif= "anufactu$e$ and code

nu"e$ of !a"peM

#etain t)pe of finish fro& s%6para(raphs 6e*o. If &ore than one finish is reD%ired5 add *ocations to finish

descriptions or indicate on $rain(s. dd &ore detai*ed descriptions of finishes o%t*ined 6e*o hen (reater

definition is reD%ired.

=. S&oothS%rface !inish; ,roide free of sand streaAs5 hone)co&6s5 and e


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,#O$CT $T S2EET 4 We*din(; Co&p*) ith app*ica6*e WS $1.1 and WS $1.3 reD%ire&entsfor e*din(5 appearance5 D%a*it) of e*ds5 and &ethods %sed in correctin( e*din( orA.

1. ,rotect G!#C pane*s fro& da&a(e 6) fie*d e*din( or c%ttin( operations5 and proide

nonco&6%sti6*e shie*ds as reD%ired.

,#O$CT $T S2EET > t 6o*ted connections5 %se *ocA ashers or other accepta6*e &eans to

preent *oosenin( of n%ts.

SCHEDULE ( - ERECT&ON TOLERANCESTo*erances 6e*o are ,CI NL 130 reco&&endations.

,#O$CT $T S2EET 0 Erect G!#C pane*s to co&p*) ith the fo**oin( nonc%&%*atie to*erances;1. ,*an Location fro& "%i*din( Grid $at%&; ,*%s or &in%s 1F= inch 713 &&8.

=. Top E*eation fro& No&ina* Top E*eation; s fo**os;

". E


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EN$ O! SECTION 03491

Documents

Guide Specification GFRC