Specs DIVISION 1 Day2

8/10/2019 Specs DIVISION 1 Day2

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UPOU INTL CONVENTION CENTER AT LOS BAOS LAGUNAGENERAL REQUIREMENTS01000 Explanation to th Sp!i"!ation #o! 0$%01%1&Pa' 0100( 1 o) *

SECTION 00650

SPECIFICATIONS


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SECTION 0100

EXPLANATION TO THE SPECIFICATION

1.0 INTRODUCTION

The Drawings and Specification are compementar! to each other" Drawings are graphic means of showing

wor# to $e done" The! are partic%ar! s%ited to showing where materias are ocated" Th%s& drawings e'ist

essentia! to show dimension& ocation and pacement" Not a wor#s& howe(er can $e e'pressed in

drawings" )enerai*ed wor#s are %s%a! statement form and hence& the contractor is re+%ired to read the

specifications caref%!"

Specifications& on the other hand are %sed to descri$e the materias& constr%ction techni+%es& sampes&

shop drawings& g%arantees& and other contract re+%irements" Together& the drawings and the specificationsare %sed to inform the contractor" In cases where the specified $rand carries with it the man%fact%rer,s

specifications& the man%fact%rer,s specifications sha hod precedence o(er these specifications"

The specifications are of the a$$re(iated t!pe and inc%de incompete sentences" The seection of the

sentence depends on the %nder!ing principes of specifications"

A" That the Technica Specifications are on! one of the contract Doc%ments"-" That the contract is $etween the Owner and the )enera Contractor andC" That the )enera Contractor is the on! part! responsi$e for the competing the wor# in

accordance with the Contract Doc%ments"

Therefore.

A" On! the )enera Contractor is referred to in the Specification so as not to (ioate the intent of the contract

and so as not to %ndermine the proper chain of command"-" Ant reference to Speciat! Trade Contractors in the technica Specifications is made on! in so far as

seection of Speciat! Trade Contractors are seected and assigned to the )enera Contractor& the )enera

Contractor& ass%mes a the responsi$iities for the e'ec%tion of the whoe pro/ect in accordance with the

Contract Doc%ments" Therefore& in the contract $etween the Owner and the )enera Contractor& the

Speciat! Trade Contractor is not referred to" In a contract doc%ments& the word Contractor1 means

)enera Contractor"

C" The $rand names specified are intended to ass%re the e(e of +%ait! needed for the pro/ect" This does notmean that howe(er that the $rands that are specified are e'c%si(e" The Contractor sha pro(e $! a$orator!

tests and certificates that s%$stit%te materias are of the e+%i(aent +%ait! and the Contractor sha sec%re

the Architect,s appro(a prior to %se of s%ch s%$stit%tes"D" The omission of the phrase The Contractor sha1 is intentiona $eca%se the Specifications is directed to the

Contractor" Omitted words or phrases sha $e s%ppied $! interference in the same manner as the! are

when a note1 occ%rs on the drawings"E" 2here as shown1& as indicated1& as detaied1 or words of simiar import are %sed& it sha $e %nderstood

that reference to the drawings accompan!ing the Specifications is made %ness otherwise stated"


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F" 2here as directed1& as re+%ired1& as permitted1& as a%thori*ed1& as appro(ed& accepted1 or words of

simiar import to %sed& it sha $e %nderstood that the direction& re+%irements& permission& a%thori*ation&

appro(a or acceptance of the Architect is intended %ness otherwise stated")" As %sed herein& pro(ided1 sha $e %nderstood to mean pro(ided compete in pace& that is& f%rnished and

instaed1"3" 4ost sentences are in the imperati(e mood" This st!e is especia! s%ited for instr%ctions co(ering

instaation of prod%cts and e+%ipment"

E'ampe.

Spread panting soi mi't%re to depth re+%ired to meet thic#ness& grades& ee(ations shown1

e%se s%rface soi stoc#pied on site1

4aintain gro%nd co(er $! watering1

The (er$ is the first word of the sentence cear! defining the action to $e performed" This st!e is readi!

%nderstanda$e and concise"

2.0 CLARIFICATIONS

A reference to an! partic%ar $rand& materia& e+%ipment& or s!stems in the specifications& drawings& and

$id doc%ments is indicated of the t!pe and +%ait! of what is re+%ired" 3owe(er& an! e+%a materia or

e+%ipment or s!stem can $e %sed if appro(ed $! the ni(ersit!"

END OF SECTION 01000


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SECTION 0110

SUMMARY OF WORK

1.0 GENERAL

7"7 DESCIPTION OF T3E PODCTF%rnish a materias& e+%ipment& pant toos and other faciities and perform a$or to compete a

wor#s in the design and constr%ction of the NI8ESIT9 OF T3E P3I:IPPINES OPEN

NI8ESIT9 INTENATIONA: CON8ENTION CENTE& in accordance with the pans&

specifications& the Phiippine -idding Doc%ments& the Terms of eference and other reated

contract doc%ments"

7"; PE4ITS& :ICENSES AND TA


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0;760 E'ca(ation S%pport S!stems 0;;00 Earthwor#

0;;0 Termite Proofing0;500 oads and Par#ing0;575 nit Pa(ers0;5;0 Concrete C%r$s& )%tters& and Pa(ed 2a#s0;G00 Site Drainage0;H00 :anscaping

="0 CONCETESection 0=700 Concrete Formwor#

0=;00 Concrete einforcement0==00 Cast?in?Pace Concrete0=>00 Architect%ra Pre?Cast Concrete

>"0 4ASON9Section 0>700 4ortar

0>;00 nit 4asonr!0>700 E'terior Stone Cadding

5"0 4ETA:SSection 05700 Str%ct%ra Stee

05;00 4isceaneo%s 4etas

6"0 2OODS AND P:ASTICSSection 06700 o%gh Carpentr!

06;00 Finish Carpentr!06;50 2ood Paneing 8eneers06>=0 2ood Stairs

G"0 T3E4A: AND 4OISTE POTECTIONSection 0G700 2aterproofing and Damp proofing

0G;70 -%iding and oofing Ins%ation0G>00 Sheet 4eta oofing0G670 oofing S!stem0G70 Pastic nit S#!ight0G0 Spra!ed?on Fireproofing0GH00 Joint Seaants

"0 DOOS AND 2INDO2SSection 0700 4eta Doors and 2indows

0;00 2ood and P8C Doors0==0 O(erhead Coiing Doors0>50 A )ass Entrances0>60 A%tomatic Siding Doors05;0 A%min%m 2indows0G00 Finish 3ardware000 )a*ing

H"0 FINIS3ES


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Section 0H;00 Paster and )!ps%m -oard0H;00 Tie0H600 Fooring0HG70 Aco%stic 2a Panes0HH00 Painting

70"0 SPECIA:TIESSection 70700 8is%a Dispa! -oards

70;00 Interior Speciaties70>00 Identif!ing De(ices7000 Toiet Accessories

77"0 EKIP4ENTSection 777=0 A%dio 8is%a E+%ipment

77;70 P%mping E+%ipment

7;"0 SPECIA: CONSTCTIONSection 7=600 Soar and 2ind Energ! E+%ipment

7="0 CON8E9IN) S9STE4SSection 7>;70 Escaators

7>"0 4ECA3NICA:Section 75=;5 Fire S%ppression and Fire Sprin#er S!stem

75>00 P%m$ing S!stems75>50 P%m$ing Fi't%res75500 Air?Conditioning and 8entiation S!stems

75"0 E:ECTICA:Section 76700 -asic Eectrica 4ateria and 4ethods

76>70 Eectrica Ser(ice S!stem76>;0 Eectrica Distri$%tion S!stem76G;7 Fire Aarm S!stem

END OF SECTION 01010


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SECTION 01020

SUMMARY OF MATERIALS AND FINISHES

1.0 GENERAL REQUIREMENTS

1.1 RELATED SECTIONSA appica$e pro(isions of the different di(isions of the Specifications for each wor# trade sha app! for a

items cited in this S%mmar!"

1.2 INFERRED ITEMS AND WORK4aterias and wor#manship deemed necessar! to compete the wor#s $%t NOT specifica! mentioned in the

Specifications& 2or#ing Drawings& or in the other Contract Doc%ments& sha $e s%ppied and instaed $! the

Contractor witho%t e'tra cost to the Owner" S%ch materia sha $e of the highest +%ait! a(aia$e& and

instaed or appied in a wor#mani#e manner at prescri$ed or appropriate ocations"

1.3 SPECIFICS

4aterias specifica! mentioned in this S%mmar! sha $e instaed foowing efficient and so%nd engineering

and constr%ction practice& and especia! as per man%fact%rer,s appication for instaation specifications

which sha go(ern a wor#s a%ded to in these Specifications"

1.4 ON-SITE ITEMS4aterias and finishes for on?site impro(ements and faciities as isted $eow are part of the scope

of wor# and sha $e s%ppied and instaed $! the Contractor witho%t e'tra cost to the Owner"

A" Instaation of engineered and drainage fis for $%iding and andscaped areas wherespecified "

-" Constr%ction of.7" Concrete dri(ewa!s& wa#s& ramps& steps& posts& and misceaneo%s sa$sB;" Concrete spash sa$s& stee or hard pastic gratingsB=" -eow grade %tiit! str%ct%res s%ch as septic (a%ts& cisterns& handhoes&

manhoes& open drains& !ard $asins and trenchesB>" A$o(e?grade %tiit! str%ct%res s%ch as eectrica poes& concrete pedestas and

the i#e&

C" E'terior %tiit! ines& racewa! s!stem& fi't%res& $rea#ers& switches& $%**ers& contros

inc%ding fittings and accessories as re+%ired $! the speciat! trades %nder p%m$ing&

eectrica and comm%nication wor#s"

D" P%mps& tan#s and other necessar! e+%ipment and faciities"

1.5 OFF-SITE ITEMSOff?site impro(ements sha genera! $e %nder the responsi$iit! of the Owner and not inc%ded in

the Contract& with the e'ception of the foowing which sha $e part of the Contractor,s 2or#"


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A" Concreting of entr! sa$s" This wor# sha neat! ma#e connections to the e'isting roads or

c%r$s& if an!& and sha incorporate necessar! %tiit! wa!s %nder s%ch as re+%ired" Access

road drainage s!stem and other e'isting %tiit! ines m%st $e #ept in wor#ing condition"-" Instaation of concrete drainage pipes to neat! recei(e connections from the storm

drainage s!stem of the site to access road andor to e'isting drainage s!stem"C" Permanent connections to the oca %tiit! ines for eectrica& water& drainage& sewer and

teephone ines inc%ding e+%ipment& faciities& materias& fees& andor wor# which %tiit!

companies or a%thorities ma! re+%ire of the appicant Owner& s%ch as eectrica

transformers& eectric poes& ser(ice ateras and drops& etc" $! their respecti(e Speciat!

Contractors"

1. OWNER SUPLIED ITEMSOwner s%ppied finishing accessories& f%rnishings and fi't%res s%ch as wa coc#s& pict%re frames&

mo(a$e f%rnit%re etc"& sha $e instaed $! the Contractor at no cost to the Owner"

2.0 SITEWORK

2.1 0210! EXCA"ATION SUPPORT SYSTEMA" S3OIN) AND -ACIN) S9STE4S

T!pes of shoring and $racing s!stems inc%de& $%t are not imited to the foowing.7" Stee 3?section sodier pies;" Tim$er agging=" Stee sheet pies

2.2 02200! EARTHWORKA" FI:: 4ATEIA:S

7" )enera fi for the str%ct%res and %nder spread footings& pa(ers or concrete sa$s

on grade sha conform to the genera re+%irement for soi materias a$o(e and

sha $e cassified as )2& )4& )P& S2& S4 $! the AST4 ;>G and conform to

the foowing.a :i+%id :imit? sha not e'ceed ;5L when tested in accordance with the

AST4 >;="$ Pasticit! Inde'? sha not e'ceed 7;L when tested in accordance with

the AST4 >;>"c nder $%idings& no more than ;5L $! weight sha $e finer than No"

;00 sie(e when tested in accordance with AST4 D 77>0";" )ran%ar Fi sha conform to the genera re+%irements for soi materia a$o(e

and sha $e cean& cr%shed stone or gra(e conforming to AST4 C ==& si*e 6G

and with a sand e+%i(aent of not ess than 50L when tested in accordance with

AST4 D ;>7H"=" -ac#fi materia $ehind the was sha consists of free?draining gran%ar fis&

si*ed in partic%ar to pro(ide a fiter media aro%nd s%$soi drainage s!stem">" Drainage fi. Fi materia sha $e cean& we graded& free draining sand

conforming to AST4 C == for Fine Aggregate"


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5" -orrow. if additiona materia is re+%ired for fi in e'cess of that o$tained $!

e'ca(ation at the site& o$tain same from so%rces accepted to the Owner,s

Engineer" A arrangement for o$taining $orrow off?site sha $e the responsi$iit!

of the Contractor and a cost thereof sha $e $ome $! the Contractor"Accepta$e $orrow wi consist of s%ita$e materia for fis herein $efore specified"

epresentati(e of each t!pe of $orrow materias considered s%ita$e sha $e

dei(ered in the Testing :a$orator! and tested prior to pacement" An! $orrow

materia not meeting the standard herein specified& or considered %ns%ita$e $!

the Owner,s Engineer wi $e re/ected at the site"

6" IPAP. oc# -o%ders& nat%ra& hard roc#& high densit!& from >00 mm to 00

mm in diameter"

G" -ATTE-OADS. Second cass& pest free %m$er assem$ed and rendered

sec%re for proper deineation of $%iding ines and grades"

2.3 022#2! TERMITE PROOFINGProd%ct and appication $! Owner?accredited termite and pest contro contractor"

A" TE4ITE POOFIN). se Hometrek TC Termicide Concentrateor appro(ed e+%a"

Di%tion rating. 7 iter Homtrek TC Termicide Concentrateor appro(ed e+%a to 50 iters

water" There sha $e no dist%r$ance of treated soi $etween appication of poison and

po%ring concrete"

2.4 02500! ROADS AND PARKING

A" EINFOCED CONCETE OAD. conforming to AST4 D6>== M 77"

2.5 02515! UNIT PA"ERSA" CONCETE PA8ES. ectang%ar pa(ing %nit& conforming to AST4 C H=6& made from

norma?weight aggregates" S%$mit sampe for appro(a $! the ni(ersit!"-" NATA: STONE PA8ES 7Hmm thic#ness& conforming to AST4 C675B coor and si*es

as indicated" S%$mit sampe for appro(a $! the ni(ersit!C" )ADED A))E)ATE SETTIN) -ED. See section 0;;00 Earthwor#s"D" CONCETE SETTIN) -ED. See section 0==00 Cast?in?pace Concrete"E" PECAST CONCETE ED)E ESTAINTS. Precast concrete c%r$ing& made from

norma?weight aggregate& in shapes and si*es indicated"F" CO JOINT FI::E. Preformed strips comp!ing with AST4 D 7G5;& T!pe II"

2. 02520! CONCRETE CUR$S% GUTTER AND PA"ED WALKSA" CE4ENT. sha $e as per AST4 Standard Specification for Portand Cement AST4 C?

750. atest re(ision for T!pe 7 Portand Cement"-" CONCETE A))E)ATES

7" Aggregates sha $e we?graded& cean& hard partices or gra(e or cr%shed roc#

conforming to the STANDAD SPECIFICATION FO CONCETE

A))E)ATES AST4 Designation C?==. atest re(ision"


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;" SAND. sha $e coarse sand free from in/%rio%s materias s%ch as shes earth or

organic materias" Sand from sat water is not aowed"=" 2ATE. sha $e cean and free from in/%rio%s amo%nts of ois& acids& a#ai&

organic materias or other deeterio%s s%$stances">" FO4S. sha $e either of wood or stee"5" CONTO::ED STEN)T3 OF CONCETE. Concrete sha de(eop a

minim%m of ; da! c!inder strength of ;7 4Pa =&000PSI

2.& 02&00! SITE DRAINAGEA" DAINA)E PIPE. as man%fact%red $! Hydro-Pipes (Philippines) Inc"& or appro(ed

e+%a"7" Pain concrete drain pipes and fittings. ;50 mm 70, and $eow in diameter. T

) conforming to AST4 C?7>?5H";" einforced concrete pipes fittings. =00 mm 7;, and $igger" Centrif%ga! cast or

(i$rated T ) conforming to AST4 C?G6?5H T"

-" JOININ) 4ATEIA:. One part cement to two parts sand"C" -I:DIN) STO4 DAIN CONNECTION TO 4AIN. Concrete w!e $ranch and cean

o%t& T ) or %se /%nction $o'es"D" AEA DAIN CATC3 -ASIN. :oad $earing >" 4Pa G00 PSI concrete hoow $oc#s

C3- or reinforced concrete as indicated in the drawings& with soid reinforced concrete

co(er"

2.# 02'00! LANDSCAPINGA" TEE AND S3- 4ATEIA:S

7" )enera. F%rnish n%rser!?grown trees and shr%$s conforming to ANSI @60"7& with

heath! root s!stem de(eoped $! transpanting or root pr%ning" Pro(ide we?

shaped& f%!?$ranched& heath!& (igoro%s& stoc# free of disease& insects& eggs&

ar(ae& and defects s%ch as #nots& s%m scad& in/%ries& a$rasions anddisfig%rement"

;" )rade. Pro(ide trees and shr%$s of si*es and grades conforming to the ANSI

@60"7& for t!pes of trees and shr%$s re+%ired" Trees and shr%$s of a arger si*e

ma! $e %sed if accepta$e to the :andscape Architect& with a proportionate

increase in si*e or roots or $as"=" Shade Trees. Singe?stern trees with straight tr%n#& we? $aanced crown& and

intact eader& of height and caiper indicated& conforming to the ANSI @60"7& for

t!pes of trees re+%ired" -ranching height sha sti $e 7= to of tree height">" Sma trees. Sma %pright or spreading t!pe& $ranched or pr%ned nat%ra!

according to species and t!pe& and with reationship of caiper& height and

$ranching recommended $! ANSI @60"7& and m%ti?stem form of c%mp& with ; ormore main stems"

-" )OND CO8E 4ATEIA:S. Pro(ide gro%nd co(ers esta$ished and we rooted in

remo(a$e containers or integra peat pots and with not ess than the minim%m n%m$er

and ength of r%nners re+%ired $! ANSI @60"7& for the pot si*e indicated"

C" )ASS 4ATEIA:S. Sod Sprigs. 3eath! i(ing stems& rhi*omes or stoons with a

minim%m of ; nodes and an! attached roots free of soi"


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D" TOPSOI:. AST4 D 5;5" p3 range of 5"5 to G& > percent organic materia minim%m& free

of stones 7 inch ;5 mm or arger in an! dimension& and other e'traneo%s materias

harmf% to pant growth" Strip from we?drained $orrow area the top 70cm s%rface a!er of

fertie& fria$e& nat%ra s%rface soi"E" SOI: A4END4ENTS. 4an%re. 2e?rotted& %nceansed anima man%re& not ess than

months and not more than ; !ears od& free of materias not accepta$e for andscape %s&

and not more than ;5 percent $! (o%me of straw & sawd%st or their organic itter materiaB

free of to'ic s%$stances& stones& stic#s& soi& weed seed& and materia harmf% to pant

growth" 4i' with appro(ed soi on the site at the rate of 7 part man%re per 7 part soi"

F" FETI:I@E. Commercia Fertii*er" Commercia?grade compete fertii*er of ne%tra

character& consisting of fast? and sow?reease nitrogen& 50 percent deri(ed from nat%ra

organic so%rce of %rea?form& phosphor%s& and potassi%m in the foowing composition. 0"5

#g per 700 s+m 7 $ per 700s+"ft awn area of act%a nitrogen& > percent phosphor%s&

and ; percent potassi%m& $! weight"

)" 4:C3ES

7" Organic 4%ch. Free from deeterio%s materias and s%ita$e as a top dressing of

trees and shr%$s& consisting of wood and $ar# chips";" Peat 4%ch. Pro(ide peat moss in nat%ra& shredded or gran%ated form of the

te't%re& with a p3 range of > to 6 and water?a$sor$ing capacit! of 7700 to ;000

percent"

3" -:APS. Sha $e made of /%te and sha weigh not ess than 0";;;6 #iogram per

s+%are meter" S%$stit%te coth materias sha possess an e+%a strength and resistance to

tearing"I" STAES AND )9S

7" pright and )%! Sta#es. Soid $am$oo poes& so%nd& press%re?preser(ati(e?

treated free of hoes and other defects" = pieces per tree as shown in Pans& =;

mm to 50 mm dia" $! the ength indicated& pointed at one end";" )%! and Tie 2ire. AST4 A 6>7 AST4 A 6>74& Cass 7& ga(ani*ed?iron wire& ;?

strand& twisted ;"G mm 0"706 inch in diameter" T%rn$%c#es sha $e ga(ani*ed

iron"=" Deadmen for anchoring g%! wire at gro%nd. Sha not $e ess than 50 mm ' 700

mm Stoc#B 7000 mm in ength>" ope. A$aca rope tied oose! to hori*onta $ars"

J" CONSO:IDATED P:ANT :IST. efer to Schematic Pans7" Pants e+%ired. The species scientific and common name& si*e& manner in

which to $e f%rnished& and in indication of the appro'imate n%m$er to compete

the panting pan are gi(en on the consoidated pant ist" Pant +%antities in the

ist are indicated on! for the con(enience of the contractor" The Contractor sha

f%rnish and pant a pant materias re+%ired $! the pans" S%rp%ses or


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shortages on the pant ist sha not $e %sed for caims for additiona

compensations";" S%$stit%tions.

a Pants of #inds other than those named in the ist wi not $e accepta$e

%ness specifica! appro(ed in writing $! the ni(ersit!" Proposed

s%$stit%te in each case m%st possess the same essentia characteristics

as the t!pe of pant act%a! specified in regards to appearance& %timate

height& shape ha$it of growth and other re+%irements" 2here the

s%$stit%tion is appro(ed $! the Contractor,s con(enience& pants of

greater (a%e ma! $e accepted witho%t additiona cost to the ni(ersit!"$ The Contractor or his a%thori*ed representati(e sha $e present d%ring

inspection"=" Specia )%arantee.

A materias f%rnished %nder this section sha $e g%aranteed as to the species&

h!$rid& fower coor& andor (ariet! proposed herein or on the drawings" If& after

acceptance of the pro/ect $! the ni(ersit! or it representati(e& an! g%aranteedpant materias pro(es to $e of a different species& h!$rid& fower coor& andor

(ariet! not initia! determina$e& the Contractor sha repace the pant with a new

pant of the origina! specified species& h!$rid& fower coor& andor (ariet!">" 4inor 4aterias

Accessories or other materias not descri$ed $%t re+%ired for competed wor#

sha conform to common! accepted ind%str! standards and sha $e of t!pes

and si*es $est s%ited for the intended p%rpose and reated conditions"

" E


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7" T9PES OF FO4S. se phenoic $oards for e'posed and %ne'posed concrete

wor#s& %seArmourply$rand $! The Big River roupor appro(ed e+%a& for a

cast in pace and precast wor#s";" SCAFFO:DS. se meta scaffoding whene(er necessar!" 2ood nor coco

%m$er are not aowed" Form wor#& shoring& temporar! $racing& staging&

constr%ction of temporar! faciities and an! other meas%res needed to s%pport

the str%ct%ra eements or pro(ide sheter from de$ris d%ring constr%ction sha $e

the responsi$iit! of the $%ider"

3.2 03200! CONCRETE STEEL REINFORCEMENT

A" STEE: -AS. se oca! man%fact%red deformed $iet?stee $ars conforming to

Phiippine standard& Intermediate )rade of ;G5" 4Pa F! >0&000 psi for $ars 70 mm

diameter or smaer& and 3igh Strength )rade of >75 4Pa F! 60&000 psi for $ars

7;mm diameter and arger" se standard?si*ed deformed stee conforming to AST4

A675 PNS >H standards specified standard si*es are %na(aia$e"

-" TIE 2IES. se )a" 76 )a(ani*ed Iron )"I tie wires at /oints or aps of paced

reinforcements"

3.3 03300! CAST IN PLACE CONCRETE

A" )ENEA:.Concrete sha $e composed of Portand Cement& fine and coarse aggregates& water and

admi't%re as specified& a thoro%gh! mi'ed and $ro%ght to the proper consistenc!&

%niform! and temperat%re for fina pacement" Strength re+%irement sha $e.7 ; 4Pa >000 psi for footings& retaining was& footing tie $eams& cistern and

s%spended sa$sB or as re+%ired $! the Engineer"; ; 4Pa >000 psi for co%mns& girders& $eams& concrete roof g%tterB or as

re+%ired $! the Engineer"= 7G"; 4Pa ;500 psi for sa$s?on?grade& partitions& wa#s other non?str%ct%ra

mem$ersB or as re+%ired $! the Engineer"> 70"5 4Pa 7500 psi for ean concrete& or as re+%ired $! the Engineer"

-" CE4ENT.Cement sha $e Portand cement& conforming to the standard specification of Portand

cement AST4 Designation C?750 atest re(ision for t!pe 7 Portand cement" se on! on

$rand of cement thro%gho%t"

C" FINE A))E)ATES.Fine aggregates sha consist of nat%ra sand& man%fact%red sand& or a com$ination

thereof" If the fine aggregate sha $e a com$ination of separate! processed si*es& or if

hatching sha res%t in a com$ination of nat%ra and man%fact%red sand& the components

sha $e $atched separate!"Fine aggregates sha consist of hard& to%gh& d%ra$e& %ncoated partices" The specified

percentages of fines in the sand ma! $e o$tained either $! the process of nat%ra sand or

$! the prod%ction of a s%ita$! graded man%fact%red sand" The shape of the partices sha


14/29


$e genera! ro%nded or c%$ica and reasona$! free from fat or eongated pieces" The

%se of $each sand sha $e prohi$ited" The fine aggregate sha conform to the foowing

specific re+%irements.

Sie(e Designation

Standard 44 "S Standard& C%m%ated Percentage $!S+%are 4esh 2eight Passing

H"5 = 700 >"G5 No" > H5?700 ;"=6 No" ? 7"7 No" 76 >5?0 0"60 No" =0 ? 0"=0 No" 50 70?=0 ? No" 700 ;?70

In addition to the grading imits shown a$o(e& the fine aggregates& as dei(ered to the

mi'er sha ha(e a fineness mod%%s of not ess than ;"= nor more than ="0 and d%ring

norma operations& the grading of the fine aggregate sha $e controed so that the

fineness mod%%s of at east nine H of ten 70 test sampes of the fine aggregate as

dei(ered to the mi'er sha not (ar! more than 0";0 from the fineness mod%%s of a

sampes tested d%ring the preceding =0?da! period" The fineness mod%%s can $e

determined $! di(iding $! 700 the s%m of the c%m%ated percentages retained on "S

Standard Sie(e Nos" >& &76&=0&50 and 700" At the option of the Contractor& fine

aggregates ma! $e separated into two or more si*es or cassification& $%t the res%ting

com$ined sand sha $e of %niformed grading within the imits specified a$o(e" It can $e

genera! ass%med that fine $ending sand ma!$e re+%ired to meet the a$o(e grading"

D" COASE A))E)ATESCoarse agreement sha consist of gra(e& cr%shed gra(e or roc#& or a com$ination

thereof" The coarse aggregate as dei(ered to the $atching pant sha ha(e a %niform and

sta$e moist%re content" The appro(a of deposits sha $e not $e constr%cted as

constit%ting the appro(a of a the materias ta#en from the deposits and the Contractor

sha $e hed responsi$e for the specified +%ait! of a s%ch materias %sed in the wor#"

Coarse aggregates sha consists of hard& to%gh& d%ra$e& cean and %ncoated partices"

A foreign materias and d%st sha $e remo(ed $! ade+%ate processing" The partices

shape of one of the smaest si*e of cr%shed coarse aggregates sha $e genera!

ro%nded or c%$ica& and the coarse aggregate sha $e reasona$! free from fat and

eongated partices" A thin& fat and eongated partice can $e defined as a partice ha(inga ma'im%m dimension greater than fi(e times the minim%m dimension" The coarse

aggregate sha $e we graded from fine to coarse" It sha $e separated into si*ed gro%ps"The grading of the aggregate within the separated si*e gro%ps as dei(ered to the mi'er

sha $e as foows.Sie(e Designation

Standard 44 "S Standard& Percentage $! Passing Indi(id%a S+%are 4esh 2eight Si*es 7?7;1 Q,, si*e

50"00 ;1 ? 700


15/29


=G"50 7?7;1 ? H0?700 ;5"00 71 700 ;0?55 7H"00 =>1 H0?700 0?75 H"50 =1 ;0?55 0?5

>"G5 No" > 0?70 ?

? se 7H mm => coarse aggregate for sa$s?on?grade& co%mns& $eams& s%spended

sa$s& tie $eams"? se = mm 7?7;1 coarse aggregate for footings

E" 2ATE2ater sha $e cean and free from in/%rio%s amo%nts of ois& acids& a#ais& sats and

organic materias& or other s%$stances that ma! $e deeterio%s to concrete or stee"

F" AD4I


16/29


7" einforcing $ars. AST4 A6754& )rade >00 deformed";" Stee?weded 2ire Fa$ric. AST4 A 75& pain& cod drawn"

C. CONCETE 4ATEIA:S7" Portand cement. AST4 C 750& T!pe 7" se on! one $rand& t!pe& and coor of

cement from the same mi thro%gho%t pro/ect";" Norma?weight Aggregates. AST4 C ==& with coarse aggregates meeting Cass

5S and 4N:?77G re+%irements"a Face?4i' Coarse Aggregates. Seected& hard& and d%ra$eB free of materias that

reacts with cement or ca%ses staining" niform! graded"$ Face?4i' Fine Aggregates. Seected& nat%ra or man%fact%red sand of the same

materia as coarse aggregate& %ness otherwise accepted to the architect"=" Cooring Agent. C HGH& s!nthetic& minera o'ide pigments or coored water?

red%cing admi't%res& coor?sta$e& non?fading& resistant to ime and other a#ais">" 2ater. pota$eB free from deeterio%s materia that ma! affect coor sta$iit!&

setting& of strength of concrete"5" Air?entraining Admi't%re AST4 C ;60& certified $! man%fact%re to $e compati$e

with other re+%ired admi't%res"6" 2ater?red%cing Admi't%re. AST4 C >H>& T!pe A"G" etarding admi't%re. AST4 C>H>& T!pe -"

D. CONNECTION 4ATEIA:S7" Stee Shape and Pates. AST4 A =64;" 4aea$e Iron Castings. AST4 A >G4=" Car$on Stee Pates. AST4 A ;=4">" Car$on Stee -ots and St%ds. AST4 F 56& Propert! Cass >"6B car$on stee&

he'?head $ots and st%dsB car$on stee n%tsB and fat& %nhardened stee washers"

5" 2eded 3eaded St%ds. A2S D7"7& T!pe - headed st%ds& cod?finished car$on?stee $ars"

6" Deformed?Stee 2ire -ar Anchors. AST4 A >H6"G" 2eding Eectrodes. Comp! with A2S standards"" Accessories. Pro(ide cips& hangers& pastic shims& and other accessories

re+%ired to insta architect%ra pre?cast concrete %nits"

E. -EAIN) PADS. Eastomeric padsB AAS3TO 4 ;57& pain (%cani*ed& 700 percent

po!choroprene neoprene eastomer& moded to si*e or c%t from a moded sheet& 50 to

G0 shore d%rometer& minim%m tensie strength 75"5 4Pa ;;50 psi per AST4 D >7;"

F. )OT 4ATEIA:S. Cement )ro%tB Portand cement& AST4 C 750& T!pe 7 and cean&

nat%ra sand& AST4 C >0>" 4i' at ratio of 7 part cement to ;?7; parts sand& $! (o%me&with minim%m water re+%ired for pacement and h!dration"

G. CONCETE 4I


17/29


materias to $e %sed on the pro/ect& to pro(ide norma weight concrete with the

foowing properties.a Compressi(e Strength ;?da!B ;0"G 4Pa =000 psi$ 4a'im%m 2ater Cement atio at Point of Pacement. 0">0

;" :ightweight Concrete -ac#?%p 4i'es. Proportion mi'es $! either a$orator! tria

$atch or fied test data methods according to ACI ;77"7& %sing materias to $e

%sed on the pro/ect& to pro(ide ightweight concrete with the foowing properties.a Compressi(e Strength ;?da!B =>"5 4Pa 5000 psi$ nit 2eight. Cac%ated e+%ii$ri%m %nit weight of 7>; #gc%m

775$c%"ft& p%s or min%s >#gc%m =$c%"ft& according to AST4 C

56G"

4.0 MASONRY

4.1 04100! MORTARA" POT:AND CE4ENT. se on! one $rand of cement thro%gho%t" Portand cement sha

conform to the Standard Specifications for Portand cement AST4 Designation C?750

atest re(ision for t!pe 7 Portand cement"-" SAND. AST4 C =5?6G& cean& washed ri(er sand& strong& free from organic and other

deeterio%s materias" Sand from sat water r ahar is not aowed"C" 2ATE. Fit for drin#ing& fre from in/%rio%s amo%nts of oi& acids& a#ais& organic materias

and other deeterio%s materias"D" CONCETE 4OTA CO4PESSI8E STEN)T3. fc 7=" 4Pa ;000 psiE" AD3ESI8E 4OTA. se ABC Tile Adhesive or appro(ed e+%a for a!ing (itrified

ceramic ties on concrete" For tie instaation on e'isting ties& granoithic foors& mar$e&

p!wood& g!ps%m and fi$er cement $oards and other non?concrete materias and

s%$strates %seABC Redi+i'orABC Tile Adhesive Heavy- $uty or appro(ed e+%a"F" )OT. seABC Tile rout $!A,,I.-BA/-CHI PHI,0 I.C" or appro(ed

e+%a pre?mi'ed dr! wa fier for foor and wa tie /oints either ga*ed or semi?ga*ed ties"

4asonr! concrete compressi(e strength fc 7=" 4Pa ;000 psi" For tie wor#s" App!

ABC Tile rout ealer or appro(ed e+%a if necessar!")" P:ASTE -OND. N3 P:ASTE -OND or appro(ed e+%a" App! on wa areas prior to

pastering"3" 4OTA TOPPPIN) P:ASTE EINFOCIN) FI-E" race icro1i2er $! W.R

G()*+ ,P/+ I*"& or appro(ed e+%a" For paster wor#s thic#er than ;5 mm 71

and for mortar topping o(er mem$rane waterproofing for roof dec#s and $aconies"

4.2 04200! UNIT MORTARA" CONCETE 3O::O2 -:OCS C3-. 3ackBilt4 Rock2ulit4or appro(ed e+%a"

7" se 750 mm ' ;00mm ' >00 mm 61' 1' 761 and 700 mm ' ;00 mm ' >00 mm

>1' 1' 761 Non?:oad -earing Concrete 3oow -oc#s nits of standard

man%fact%re& machine (i$rated with e(en te't%re and we defined edges& steam?

c%red& conforming to PNS76 T!pe 7& Cass A& with a minim%m compressi(e

strength of ;"5 4Pa =50 psi for $%iding e'terior and interior was and septic


18/29


tan#& retaining was aro%nd open co%rt and where(er specified" Note. For interior

was& %se >1 C3- form foor to $ottom of sa$ or $ottom of $eam& with 70 mm

dia" reinforcing $ars at 600 mm O"C $oth wa!s" Anchor to foor $! em$edding

(ertica $ars G5 mm deep into the foor sa$" Anchor to sa$ or $eam $! pro(iding70 mm dia" dowes" Pro(ide stiffener co%mns and $eams as re+%ired in the

genera notes"

-" ):ASS -:OCS. 7H0 mm ' 7H0 mm < 700 mm 1' 1' >1& coor& and design to $e

appro(ed $! the ni(ersit!" For e'terior was of toiets"C" EINFOCIN) -AS. 4asonr! reinforcing stee !ied strength f! ;; 4Pa ==&000

psi& )rade == $ars & conforming to AST4 Specifications A675 PNS >H of si*es shown in

pans" se standard si*es& %pgrade to ne't $igger si*e if specified standard si*es are

%na(aia$e"

D" TIE 2IES. )a%ge 76 )a(ani*ed Iron )"I tie wires"

E" -IC 4ASON9 NITS. ;0= mm ' 70; mm ' 5Gmm& coor and design !o $e

appor(ed$! the ni(ersit!"

4.3 04420 EXTERIOR STONE CLADDINGA" NATA: STONE. Araa States Phiippine Teppei StoneB si*e and coor for appro(a of

the ni(ersit!" S%$mit sampe for appro(a" Fi' stone to wa s%rface with non?r%st

anchors" As cadding for e'terior co%mns and e'terior was as indicated on the schematic

pans"

5.0 METALS

5.1 05100! STRUCTURAL STEELni(ersit!? appro(ed man%fact%rers%$contractor" Conform a materias and wor#manship to the

re+%irements of the American Instit%te of Stee Constr%ction Specifications for Design& Fa$rication

and Erection of Str%ct%ra Stee for -%idings1 as amended to date or as ma! $e specifica!

modified $! the drawings or $! these specifications"A" P:ATES& S3EETS AND CONNECTOS. Conform to AST4 Designation A=6 with

specified !ied point at ;> 4Pa =6&000 psi" Form mid stee sheet or pates with

standard thic#ness& si*e& shape and design as indicated in the pans" For misceaneo%sstiffener& $earing anchorage and connector pates or straps" pgrade to the ne't higher&

$igger si*e and thic#ness if specified si*es and thic#ness are %na(aia$e"

-" STANDAD SO:ID SECTION. Conform to AST4 A=6 with specified !ied point at ;>

4Pa =6&000 psi point at ;> 4Pa =6&000 psi" 4id sheet anges& fat $ars& s+%are $ars&

channes& and other sections for str%ct%ra stee tr%sses& p%rins& $%iding ea(es framing&

o(erhead anchorage& of ro?%p doors& griwor#s& misceaneo%s fa$ricated mo%nting


19/29


$rac#ets straps & dowes& frames and connectors" pgrade to the ne't higher& $igger si*e

and thic#ness if specified si*es and thic#ness are %na(aia$e"

C" 3I)3 STEN)T3 -O:TS& NTS AND 2AS3ES. Conform $ots to the Specification for

3igh Strength -ots AST4 A=;5& T!pe 7" See str%ct%ra connection detais for ocation or

$earing?t!pe and friction?t!pe $ots"D" ANC3O -O:TS . A=6

E" 2E:DIN) E:ECTODES. Conform weding eectrodes to A2S D7"7.;000 Str%ct%ra

2eding Code? Stee& E?60


20/29


;?H7& detergent resistance AST4 D?;;>?G=& acid po%tants (B A44A 605?;?H0& a#ai

resistance AST4 D?7=0?G& sat fog AST4 D?77G?5& h%midit! AST4D?;;>G?G D G7>?G& coor retention AST4 D?;;>>?5& AST4 D?;;>>?H and cha#

resistance AST4 D?65H?6& AST4 D?>;7;?H" -! Aluco2est as man%fact%red $!

hanghai Huayuan .e* Composite aterials Co09 ,td04 or Alu2ondas man%fact%red

$! Alu2ond Industrial Co09 ,td04 or Alcomate as man%fact%red $! the Hyundai

Industrial Co09,td04or appro(ed e+%a" Insta to withstand a Design 2ind 8eocit! of ;50

#mhB $! man%fact%rer appro(ed instaer with g%arantee" Pro(ide the necessar! seaants

to ens%re water?tightness" Pro(ide shop drawings for appro(a $! the ni(ersit! $efore

fa$rication and instaation" For a roof ea(es"E" STAIN:ESS STEE:. Pipes& t%$es& s+%are $ars& and other sections as man%fact%red $!

San!o Sei#i Stainess Stee Corp" or appro(ed e+%a& instaed with g%arantee" Pro(ide

shop drawings for appro(a $! the Architect $efore fa$ricationinstaation"7" C Precast Anchors. 70 mm Stainess Stee Pain -ats;" Stair& ramp and corridor raiings

=" )ra$ $ars for toiets where appica$e

Note. %pgrade to the ne't $igger si*e if specified standard si*es %na(aia$e"

F" )A:8ANI@ED ION7" 9ard 3ose -i$$s. )"I Pipes. Internationa Pipe Ind%stries Corp" or Super

Industrial Corp0or appro(ed e+%aB sched%e >0 & painted with epo'! ename

paint";" 3angers. )a%ge 70 )"I wire hanger"

)" -ASS NOSIN). = mm th#" < = mm wide $rass nosing for e(er! Fire E'it stair tread

and for e(er! change in foor ee(ation& %ness otherwise indicated" S%$mit sampe for

appro(a of the ni(ersit! $efore instaation"

3" FASTENIN)S. Commercia t!pes& e'cept where specia t!pes are shown or re+%ired"

Fastenings for a e'terior wor# sha $e non?ferro%s& %ness otherwise shown" Fastening

for stainess stee and a%min%m and other interior wor#& where e'posed sha match the

fastened meta"

.0 WOODS AND PLASTICS

.1 0100! ROUGH CARPENTRY

Note. For "D Tang%ie& p!wood inner sides and for c%t ends of Apitong /oints& naiers andframings& s%ppementar! termite and rot treatment to $! appied $! ni(ersit!?appro(ed termite

and pest contro compan!& with g%arantee" Effect $%tt /oint appearance for a T and cross

intersections of e'posed frames" 2hen stronger /oints are re+%ired" Introd%ce haf?aps doweing

or mortise and tenon $%t sti effect a simpe $%tt /oint at e'posed s%rface"

A" :4-E


21/29


7" Tang%ie. in?dried& factor! treated with impregnated 2oman preser(ati(e or

appro(ed e+%a& S>S& so%nd hard& and free from defects %m$er" 4a' & moist%re

content of 7;L for %m$er with thic#ness of 71 or ess" 76L ma'" moist%re for a

others" For framing co%nters& cosets and ca$inets";" 9a#a. )enera! for a pates& cor$es& str%ts and other components of wood?

$ased str%ct%res re+%iring wood which is strong& not resistant andor capa$e of

hoding on firm! to dri(en nais or other connectors" For ca$inet $ase wood

$oc#s or as specifica! caed for in drawings"-" 3AD2AE AND FASTENES. se meta nais& screws& $ots& pates and straps&

misceaneo%s fasteners or anchorage conceaed or co%nters%n# whene(er caed for& with

si*e& shape and t!pe to ens%re a rigid connection for aminated items at ca$inet framing

/oints"

.2 0200! FINISH CARPENTRY ,See H"0; and H"0> for a D9 2A:: and CEI:IN) Finishes

A" 4EDI4 DENSIT9 FI-E-OAD 4DF. 7H mm =>1" For free span she(es& and formisceaneo%s components of ca$inets and cosets ho%sing for a doors and e'posed and

%ne'posed sides of cosets and ca$inets and 7;"5 mm7;1 thic# for (is%a dispa!

$oards"

-" FI-E CE4ENT -OAD. se >"5 mm thic# for ceiing $oards and $ac#ing of mirrors&6

mm thic# for wa $oardsB and H mm thic# for fascia $oards& 7;00 mm ' ;>00 mm& /AC

uper+le' 1icem2oard as distr$%ted $! Sigma Prod%cts B or 3ardife' as man%fact%red

$! 3ames Hardie Building Boardsinsta as per man%fact%rer,s instr%ctions"

C" P8C 4O:DIN) AND TI4S. For $ase$oards& %se 6"= mm =?=>1 height& with

-ase$oard 4oding" Pro(ide $ase$oards for a was" E(en if not designated in the

pans& e'cept for was finished with ties& stone and a%min%m cadding"

D" PO:9ET9:ENE SCEEN. P"E insect screen for detacha$e screen assem$!& compete

with necessar! framing& trims and fi'ation accessories& on ga$e and ea(e (ents"

E" 3AD2AE AND FASTENES. se meta nais& screws& pates& straps & misceaneo%s

fasteners or anchorageB conceaed or co%nters%n# whene(er caed for with si*e& shape&

and t!pe to ens%re a rigid connection of aminated items"

F" ASSE4-:9 4ATEIA:S. Appro(ed water?resistant g%e& and nais& screws and $ots& ofappropriate t!pe& shape& and si*e for a t!pes of /oints"

)" TADE4A. Each spate %m$er piece or assem$! is re+%ired to $ear an officia mar#s

of the miwor#s s%ppier"


22/29


.3 0250! WOOD PANELLING "ENEERSA" :A4INATED 4EDI4 DENSIT9 FI-E-OAD. Conforming to ANSI?;0?;?;00H for

interior appications" Ph!sica and mechanica proper! re+%irements in conformance to

AST4 D 70=G?06A PAT A and PAT -" S%$mit sampe for appro(a of the ni(ersit!" For

anteroom and main ha wa finish" For main ha& %se in com$ination with aco%stica wa

panes"

.4 0430! WOOD STAIRSA" SO:ID 2OOD P:ANS. se =50 mm ' 50 mm thic# hardwood pan#s& factor!?appied

8? c%red %rethane finish" S+%are edgeends or micro $e(e" S%$mit sampe for appro(a

of the ni(ersit!" For main o$$! stair treads"

&.0 THERMAL AND MOISTURE PROTECTION

&.1 0&100! WATERPROOFING AND DAMPROOFINGApp! with s%rface preparation& methods appication and densit! as per man%fact%rer,s

specifications to $e instaed on! $! a%thori*ed Appicator with g%arantee"A" 2ATEPOOFIN) CO4POND. Hydratite :R ,i;uid or Castle Premium

:aterproo+ing P-


23/29


3" 2ATESTOP. P8C Edgetie as man%fact%red $! 2" )race or appro(ed e+%a& for a

concrete /oints wa and foor constr%ction $eow grade"

&.2 0&210! $UILIDING AND ROOFING INSULATIONA" For accessi$e concrete roof dec#. se spra!ed? on Po!%rethane Ins%ation& ;5 mm thic#

' 7"5 pcf densit!& co(ered with Stamped Concrete Pa(ing" Instaation $! man%fact%rer

and ni(ersit! appro(ed instaer with e'perience of = !ears with g%arantee"-" For inaccessi$e concrete roof dec#. se tyro+oam Roo+mate ,e'tr%ded po!st!rene

$oard as man%fact%red $! $=: Chemicalsor appro(ed e+%a co(ered 60 mm concrete

topping" Instaation $! man%fact%rer and %ni(ersit! appro(ed instaer with g%arantee"C" 4ETA: OOFIN) INSTA::ATION. Parsec Thermo Brite III& or appro(ed e+%a therma

$arrier ins%ation& instaed direct! %nder C? P%rins"7" Therma -arrier INS:ATION;" )"I Strap :iner

=" )"I Tie 2ire>" )"I Screw

&.3 0&10! METAL ROOFING SYSTEMA" 4eta Sheet oofing Accessories. As man%fact%red $! $. T, arketing Inc" or

appro(ed e+%a"$. T:I. HI-RIB >?#Pre?painted ong?span )"I roofing sheets or appro(ed e+%a" 2hite

or a! ni(ersit! Mappro(ed e+%a in coor" For roofing as indicated in the schematic pans"-ase meta t!pe. Cod roed stee tempered to ;G5 4Pa >0&000 psiThic#ness. "0"60 mm Effecti(e Co(erage H50 mmAnti?r%st coating. 55L A%m& >=">L *inc 7"6L siiconCoating standards. A@ 7;5 gmm;B AST4 A GH;

Top coat. 7?;0 4icrons eg%ar Po!ester with Epo'! Primer-ac# Coat. 4icrons Epo'! Primer

-" idge ros& fashings& cappings& trims& mo%dings and awnings. 0"60 mm thic# $ase meta

thic#ness ;75gm; *inc coating pre?painted *inc coated from pain sheets& pre?formed

with matching shape and fitting pro(ision for 4eta Sheet oofing"C" oof )%tters and 4eta End Fascia at ea(es and ga$e. se concrete roof g%tterB see

0==00 Cast in Pace Concrete"D" Fasteners and Fi'ation. %se corrosion? resistant nais& anti?8 treated washer caps&

corrosion?resistant hoo# $ot connectors in areas as recommended $! man%fact%rer and

appro(ed $! the ni(ersit!" Paint a e'posed fi'ation and fastening de(ices with the same

coor as roof"

E" CONCEA:ED C:IPS. Conceaed cips sha $e designated to meet the wind %piftre+%irements" Cips wi pro(ide for therma e'pansion and contraction and wi a$rade the

pane against the cips or s%$strate or fasteners" Cips sha $e stainess stee or

ga(ani*ed stee for stee appications"F" Strainer. se -rass Dome Strainers $! 4etma or appro(ed e+%a for g%tters")" Sat Spra! Test. A sampe of the streets sha withstand a sat spra! test for minim%m if

7000 ho%rs in accordance with the AST4 - 77G& inc%ding the scri$e re+%irement in the

test" Immediate!& %pon remo(a of the pane from the test& the coating sha recei(e a


24/29


rating of 70& no $istering& as determined $! AST4 D G7>B and a rating of G& 776?inch

fai%re at scri$e as determined $! AST4 D 765>"

&.4 0! TRANSLUCENT ROOFING- PLASTIC UNIT SKYLIGHTP8C i$$ed oofing Sheets& ;"5 mm thic# minim%m& S#!ight Coor Trans%cent" To $e instaed

$! an Architect?appro(ed man%fact%rer or s%ppier with g%arantee"

&.5 0#0! SPRAYED ON FIREPROOFINGonokote 5- 67H8or appro(ed e+%a Cementitio%s Fireproofing S!stem conforming to : ;6=

AST4 E 77H to $e appied to a str%ct%ra stee& with fire rating of ; ho%rs for str%ct%ra $eams ans

girder& = ho%rs for co%mns" App! with s%rface preparation& method of appication and densit! as

per man%fact%rer,s specifications" Instaation $! a ni(ersit!?appro(ed man%fact%rer or s%ppier

with g%arantee" See section 05700 Str%ct%ra Stee Fire Co(er"

&. 0&'00! OINT SEALANTSA" Siicon Seaant. Rhodorsil H6@ or appro(ed e+%a" se as a genera p%rpose& ne%tra

c%re seaant" Contractor m%st g%arantee water ightness of a /oints e(en d%ring strong

winds" se aso as a seaant for aco%stic treated was in $etween -rea#o%t ooms"-" Co?Po!mer Cear ealant elleys All Clear or appro(ed e+%a" For roofs& awning& roof

fashings& s#!ights& g%tters& and downspo%t"C" So(ent?-ased S!nthetic %$$er Contact T!pe Adhesi(e. elleys ,i;uid .ails 1ast or

appro(ed e+%a" For $onding wood& pastic aminate& concrete& stee& a%min%m and

hardwood& r%$$er& and gass"D" Acr!ic :ate' )ap Seaant. eeleys .o ore aps or appro(ed e+%a" For %se $etween

windows or door frames and was& aong s#irting $oards& aro%nd cornices& $etween

co%ntertops and spash$oard" In corner or $etween the wa and ceiing or where theshrin#age or mo(ement ca%ses rigid fiers to crac#"E" Acid C%re Siicon. Seee!,s Pro Spec Fe'i?Sea -athroom and itchen Siicone or

appro(ed e+%a" For %se on non?poro%s s%rfaces s%ch as gass& ceramics and porceain"

#.0 DOORS AND WINDOWS

#.1 0#100! METAL DOORS AND WINDOWSA" 4ETA: DOOS.

7" 0700. STEE: DOOS AND FA4ES& STEE: DOO 3EAD AND JA4-S. $!

4etrotech Stee Ind%stries& Inc"& or 4A mm

ga%ge 76 thic# ' 50 mm ' 700 mm singe ra$$et and 7"> mm ga%ge

76 thic# ' 50 mm ' 750 mm do%$e ra$$et& fa$ricated cod?roed steeB

epo'! paint finish"$ STEE: DOO T9PES. se man%fact%rer,s standard detais"


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7 Pain& F% F%sh. >> mm pane thic#ness& ightweight& minim%m

7"0 mm ga%ge ;0 thic# ga(ani*ed a%min%m M high car$on

stee sheet faces with hone!com$ chemica! treated core&

oc#formed edge" Compete with stainess stee fag t!pehinges and oc#sets" Pro(ide optiona accessories when

re+%ired. for 4ain 3a E'it Doors& -%iding Admin Office to

)enerator oom& Ser(er oom E'it Door& 3o%se#eeping To

oof Dec#& And Anteroom Ser(ice Entrance"; Stee :o%(ered Doors and :o%(ers. for itchen S%pp! oom

and 3o%se#eeping Entrance"= Stee Doors with )ass. for Sec%rit! oom to Ser(er oom&

and itchen" se 6 mm thic# wired gass or a%min%m snap on

frame"> Fire doors. for a Fire E'its : 70C& positi(e press%re test on

side gas#ets f% f%sh design& >> mm pane thic#ness&

hea(!weight& minim%m 7"; mm ga%ge 7 thic# ga(ani*eda%min%m high car$on stee sheet faces with hone!com$

chemica! tested core& oc#?formed edges" Compete with

panic de(ice and a other ": isted hardware";" 0==0. O8E3EAD COI:IN) DOOS.

A" o?%p Door C%rtain for )enerator Eectrica oom" T=8= teel Roll-up $oors or

appro(ed e+%a" Sat t!pe :EC?G5& appro(ed e+%a& 7"6 mm thic#& G5 mm width& 7 mm

height& ;5 wtsm;& $onderi*ed stee eectrostatic po!?powder coated& stainess stee&

a%min%m interoc#ing sats& anoni*ed finish" As man%fact%red $! ,C teel

anu+acturing Corp0to conform to the standard of T=8= hutter Co09,td09 3apan or

appro(ed e+%a" ness otherwise indicated& pro(ide sats of materia ga%ge

recommended $! door man%fact%rer for si*e and t!pe of door re+%ired and as foows.

7 Stee Door C%rtain Sats. Str%ct%ra +%ait!& cod?roed ga(ani*ed stee sheets

comp!ing with AST4 A >>6& )rade A& with )H0 AST4 A >>64 & )rade A with

@;G5 *inc coating & comp!ing with AST4 A 5;5 AST4 A 5;54 ; A%min%m Door C%rtain Sats. F%rnish with standard mi finish"

). F%rnish man%fact%rer,s standard S?config%ration sats"-" Endoc#s. 4aea$e iron castings ga(ani*ed after fa$rication& sec%red to c%rtain sats with

ga(ani*ed ri(ets" Pro(ide oc#s on aternate c%rtain sats for c%rtain aignment and

resistance against atera mo(ement"C" 2indoc#s. 4aea$e iron castings sec%red to c%rtain sats with ga(ani*ed ri(ets" ness

otherwise recommended $! door man%fact%rer& pro(ide windoc#s on doors e'ceeding >"

m 761 wide" Space windoc#s appro'imate! 600 mm ;>1 o"c on $oth edges of c%rtain"D" -ottom -ar. Consisting of two anges& each not ess than = ' = mm 7?7; ' 7?7; ' 71

thic#& either ga(ani*ed or stainess stee or a%min%m e'tr%sions to s%it t!pe of c%rtain

sats"7 Pro(ide a repacea$e gas#et of fe'i$e (in! or neoprene $etween anges asa

weather sea and c%shion $%mper for man%a! operated doors& %ness shown as

an o(erapping /oint"


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E" C%rtain Jam$ )%ides. Fa$ricate c%rtain /am$ g%ides of stee anges& or channes and

anges with s%fficient depth and strength to retain c%rtain oading" -%id %p %nits with

minim%m 5 mm =761 thic# stee sections& ga(ani*ed after fa$rication" Sot $ot hoes for

trac# ad/%stment"F" 2eather Seas. Pro(ide (in! or neoprene weatherstripping for e'terior e'posed doors&

e'cept where otherwise indicated" At door heads& %se = mm 71 thic# contin%o%s sheet

sec%red to inside of the c%rtain coi hood" At door /am$s& %se = mm 1 thic# contin%o%s

strip sec%red to e'terior side of /am$ g%ide"

=" 0>70. A:4IN4 DOOS& ENTANCESAND STOEFONTS. For Anterooms To

4ain 3a& Corriodors To Anterooms& )ro%nd Foor Corridor Near itchen& Entrance S To

:eft And ight 2ing Corridors& Siding Doors At Dining And CafR& Dining And CafR Patios

To P%$ic Toiets& -%iding Admin Office& And Corridors To oof Dec#& %se e'tr%ded

a%min%m 606=?T5 ao! for a%min%m door frame sections as man%fact%red $! C%rrimao

A%min%m Corporation or 3oo(en Comaco Ind%stries& Inc" or appro(ed e+%a" se stee?

strengthened a%min%m. >> mm ' 700 mm ' ;"= mm thic# minim%m dimesions or a$e

to withstand a Design 2ind 8eocit! of ;50 #mh at pro/ect site" Compete with a the

components and hardware& ga*ing and a its accessories" Powder coated finish ;">4wB

coor for appro(a of the ni(ersit!"

>" 0>50. A:: ):ASS ENTANCES. efectaso efecti(e )ass as man%fact%red $! St"

)o$ain or appro(ed e+%a" se the foowing main materias& compete with a the

components and hardware& ga*ing and a its accessories"

a For interior gass entrances. for dining room& $rea#o%t rooms& cafR and g!m"

Cear gass. AST4 C 70>& ind FT f%! tempered& Condition A %ncoated


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DI8ISION 07

)ENEA: EKIE4ENTS

Documents

Specs DIVISION 1 Day2