Division 2 Sitework
P.€!
f)'V1"ON 2 SITE"VOI!.IS
SECTION 2' EXC~AT'.tiG. r:ll-..u~a AND GR~Q!tiQ
-
eART , GENEA~~
2A1.01 DESCRIPTION OF WORK
A.
2.A 1.02
A.
PrOVide .'llabot, materi:ll, and equ;pmp.nt nocos~ory for lhe~rk sp@cifiedJt\
thi, $8ctlOrl including but not limited to the fonowing: ~,' I
V~~:." ,;1' ,
1. Cleating, Qtubbing end r.movitlg of unneeded mt;ltcrja's,^"xi~tinlJ
structUr.., debris, bi'...mlnous and cOC\Ctete ~~vi"O afld spoil, stump
dicpcs.al method$, and $hfUb removal and dJ$po~aJ.
2. ExcaV8tion, b;cldilling and embankment work ..c rcqulred.
OUAUTY ASSURANce
~od~ andJ~.ta"dar~: Porform 8Xeav,ticn wQrk In compli~~. with applicable
requirements of govorning .uthorities h,ving 1uriSdiction.
UI!p' 2 · P~OOYm
2A2.0 1
A.
, B.
eOtL MA TER'ALS
SS,c:.kfiK ~nd .fi!LMat!ri~J$: U$e excavated material freo of rack or Gravel 'arget
than e inches. debM, wast., fro~o... materials, Qrganic matorials, and othaf
deleterious matter.
lYb~~aA MJtW!; Free.draining porous fiU under slabs Or'l grade ~ooforming
to ASTM C33; Coarse aggte;!te S)Gt Gradation No. 61.
fAAT 3 · EXECLrrIOPi
2A3.0 1 GENERAL
.
A.
. 2A~.02
Clearing, Orubbing OM c)(covation CtQnsistS ot tht remo....~1 t1nd disposal of all
materfaJs encOuntered when e:aab1i$hin9 the teQuired limits and 9'3de
Glev~tlo.,c. Di~f)o~,1 of all c)(Civated matsl'it1rS shall be the responsibility of the
Contractor.
PLACEMENT ANC COMPACTION OF FILL MATERIALS
eXCAVATING, FILLING AND GRACING
IA.,
... u =... e:':~Pt~ ~TEEL.HECT~ & DAVIS
r.7
A. Placa and compac:t dosigneted fill and baCkfitl materials In the manner 80<1 to
the limits roqurrEld bv the Geotechnical EngiMElt. Control soil compaetion cllJ,ins
conctruc;tion for compliance With the percentage Of density sJ)ecified.
2A3.03 GRAOING
A. Grade areas wIthin limits of grading ir"lcfuding ~djacent transition ari:1S. Smooth
surface to the $lo~f.S .~ I',vatio~ thawn.
2A3.04 PAVEMENT SUS&^SE COURSE
~,.. ') ~ r. . ~ M.,-:"
A. P12o:ns. PI.c.~$ubb~$8 course m:1teria' On approved $ubgrade In laver$ of
~niforJ~iCkr'l@$'t conforming to Indicated cross,sCletion and thiglcne~a.
~ <..~ ~ tt~
,,-"',-...4" ,.
eXCAVATING, frLLINC'; ANO GRAOING
2A.2
DIVISION 3 CONCRETE
SECTION 3A CONCRETE FORMWORK
PART 1 - GENERAL
3A 1.0 1
DESCRIPTION OF WORK
A.
Work includes formwork and shoring for cast-in-place concrete, and installation
into formwork of items such as anchor bolts, setting plates, bearing plates,
anchorages, inserts, and other items to be embedded in concrete.
3A 1.02
QUALITY ASSURANCE
A.
Reference Standards:
1. American Concrete Institute (ACI): 347: Recommended Practice for
Concrete Formwork.
2. American National Standards Institute (ANSI): A 199.1: Construction and
Industrial Plywood.
8. Allowable Tolerances:Construct formwork to provide completed cast-in-place
concrete surfaces complying with the tolerances specified in ACI 347.
PART 2 - PRODUCTS
3A2.01
MATERIALS
A.
Forms for Exoosed Finish Concrete:
1. Construct formwork for exposed concrete surfaces with plywood, metal,
metal-framed plywood-faced or other panel type materials acceptable to
Architect, to provide continuous, straight, smooth as-cast surfaces.
2. Where plywood is used as the finish forming surface, provide High
Density Concrete Form Overlay, Class 1, complying with ANSI A 199.1,
8.8.
8. Form Ties:Use adjustable-length removable or snap-off metal form ties,
designed to prevent form deflection, and to prevent spalling concrete surfaces
upon removal.
CONCRETE FORMWORK
3A-1
~
F.b
c.
lor", ~.tIQQ:U$' comm."jal formulation form-coati"g c~mtlOUr'\ds th4t will
not bond w:th, et,ln, nor ~dvers,'Y 'ffect CO"Cfoto surfaeos~ S )~t.~~ Il'; ~'
~ll '1 tIC'.... f..-
I "'i. ,..,.. ., ..."" ,
~rtT~3 · EXEC:UTI~
SA3.01 FORM CONSTRUCTION
G. H -",.~'rO-.I
A. ~ forme to be the txa~t si~es. wpcs, I.ne$ end dimt"saQIl$ shewn,
and '$ tequired to obtain aCcurate ali9famal'lt.loc~tion. grades. ItvelG and plumb
worle In finiah ftructUtes. ~rOvid. fOt openlngs, offsets, sinkages, keyways,
feelsses, moldirt9S, rustifications, regret!, ehAMf2t.s, btock.n~ sc:reCds.
bulkheads, enehotag.,. and InsertS, .nd other fe~tureflequ;red.
CONCAETi FOAMWORJ<
3A.2
DIVISION 3 CONCRETE
SECTION 3C CONCRETE. GENERAL
PART 1 - GENERAL
3C 1.0 1
A.
3C1.02
A.
DESCRIPTION OF WORK
The work includes providing cast-in-place concrete consisting of portland
cement, fine and coarse aggregate, water, and selected admixtures; combined,
mixed, transported, placed, finished and cured as herein specified. .
QUALITY ASSURANCE
Reference Standards:
1. ACI 301 "Specifications for Structural Concrete for Buildings".
2. ACI 318 "Building Code Requirements for Reinforced Concrete".
3. ACI 304 "Recommended Practice for Measuring, Mixing, Transporting
and Placing Concrete".
4. ACI 311 "Recommended Practice for Concrete Inspection".
8. Concrete Testina:
1. All concrete shall be tested in accordance with ACI 318 and ASTM
C-21.
2. Concrete mix designs for all types and strengths of concrete shall be
prepared by an independent laboratory and submitted to the Architect
for approval.
PART 2 - PRODUCTS
3C2.01
A.
B.
C.
D.
E.
CONCRETE MATERIALS
Portland Cement: ASTM C150, Type I or II.
Aggregates: Conform to ASTM C33.
Water: Clean, fresh, drinkable.
Air-Entraining Admixtures: ASTM C260.
Water-Reducing Admixture: ASTM C494, Type A.
CONCRETE, GENERAL
3C-'
~
"'.0:',
3e3.0~
A.
3<::3.03
A.
8.
I"":;)' 31 ' $I"
:3SPM S;~El'~CTOR & ~VIS
p.~
F.
V Sel-eCtllro/ Ad",,'<lv"'.. Asr", C4S4, as fOllowS:
I 1. TVPt 8, Actflf{;fing
" 2. type e, Ace,'erat/ng
.' 3. 'tyPt D, W,lal...edvcJng and retalding
· 4. TyPe t. W1lel'llldUCInS It1d acOtll/.tillS
C"oiUlll Chloride: Do noc us. C"OilJtll chloride In canC'tle. 00 nal I
admr~tures oon~in;nQ calci,," Chlorld..
... UQutd-Memb<aI1G'Formittg ClIring COtnpquna: ASrAl caOS. Type I, con.petll
wIth conc:r6tf .ealo'l
ConClete $Oeler: ProvIdt S1'1ant penelnllil1ll seal". "'in. 40" So/'1d4. equet 1
Che.n''l'reet eSM 4O.oA.X$",,,U',, '18
G.
H.
I.
MAT :J .-1.~l!~U"rfOli
3C3.0 t eONCRfTE MIXlNQ
A. ./ COIIcrele may be milfOd .1 /)etch p/allt$ Of it Illlly be ll'a/1$It-mbred. B.tch pr."fa
must comply l1l'i111 l/lf lequll'""m. Of ACf 304. "ted'r"'~ conclete She'
comply INiIh the tequ/req,""l<t 0' AIIT". C,...
eONCFcETi Pl..AC!MiNT
e.
, .Ge~: PIece COrlcrateln comPlIance WIth the praetice. Ind ,ecommend.tions
· 0' ACI 104.
c.
~11J.e!.~j'1Q! Plcllllct e~ COllcrete worle 'rom PhYSical d~"'II' or
I.duced stFonslh Which coulcl be Cllused by fro$t. 'rceling 10110/1$. 01 low
; temper'turos.1n OO/11p/~nce wit/, !he requir,ment, of Ae, 30..
~1h... .El.tcbg, Wh... hat weathell COndlIIOtls aXist that WOUld ..r/ou;!y
Im~~ the qUirlty Ind .tr.nlltll of CO/lCt'le. pl... and Protect COllCtete In
~ COmpllan~o with ACI !06.
FINISHES
SmO.", &:JlUiC\ilIb: PrOvide GI'Ca't SmOOth '01171 finioh 101 'Oltnetl concrete
"urlacts thet .,. to be '''''_d to wcw, 01 that ar, to be cO....",d With.
coating mat,"", oPpliefl directly to tho COnCteIe,
W,~~
~JOislv Apply lIotl-.apAbroam lIn;.h 10 C_.l. deck slab. Ind "mpI
.ubj.ot to ....ltIcul... lro'IIc.c,j" "pr"t"'f) "Y ),VI .Ik~~':"'i.'r;
CONCREte, GENe:.. .
'-,.=.. ;... O~; ~'5F:--l sn:u.,HECTOR & DAVIS
3C3.02
V/Y C.
3C3.04
A.
J;.113
CONCA"' PLACeMeNT Ccont'd.)
Mon..SliD A9ar$gatd Fil1i~: Apply nM-sfip 8g9reg,te fini$h to concroto stair
tread. and p'atforms~s A~t'l'N'.~ 2'1 "ft.. kctrr':,--r.
CONCRETE REPAI"S
O~'.M.vs WOI'Is: Concreta w\>fk which doe, not conform to Ihd specifiod
requirements, lneJuding ~tr8ngth, to'erances, 8I'd fanishl!$, ~hafl bt COtt6ct~ at
tho Contr~tor'. e.-~nsa. ~e Contractor $haU also be responsibla for the COst
of Correctiont to .nv work .ffected by 01' ruultinQ frorn correctfo,,* to the
concrete work.
CONCRIT!,O!N~RAL
SC-'
DIVISION 3 CONCRETE
SECTION 3E PRECAST PRESTRESSED CONCRETE
PART 1 - GENERAL
3E1.01
A.
3E1.02
A.
B.
C.
D.
DESCRIPTION OF WORK
The work includes furnishing and installing precast, prestressed untopped
double tees, girders, spandrels, columns, wall panels, planters, and all other
members shown on the drawings.
QUALITY ASSURANCE
Manufacturer qualifications: The precast concrete manufacturing plant shall be
certified by the Prestressed Concrete Institute, Plant Certification Program, prior
to the start of production.
Erector qualifications: Regularly engaged for a least 5 (five) years in the erection
of precast structural concrete similar to the requirements of this project.
Welder qualifications: In accordance with AWS D1. 1. Welders to be qualified
within the last year.
Requirements of regulatory agencies: All local codes plus the following
specifications, standards and codes are a part of these specifications:
1. ACI 318 - Building Code Requirements for Reinforced Concrete.
2. A WS D 1. 1 - Structural Welding Code - Steel.
3. AWS D1.4 - Structural Welding Code - Reinforcing Steel.
PART 2 - PRODUCTS
3E2.01
A.
MATERIALS
Portland Cement:
B. Admixtures:
1. ASTM C150 - Type I or III.
1. Air-entraining admixtures: ASTM C260.
2. Water reducing, retarding, accelerating, high range water reducing
admixtures: ASTM C494.
C. Aggregates:
1. ASTM C33-85.
D. Water:
1. Potable or free from foreign materials in amounts harmful to concrete
and embedded steel.
E. Reinforcing Steel:
1 . Bars:
Deformed billet-steel: ASTM A61 5.
Deformed rail-steel: ASTM A61 6.
Deformed axle-steel: ASTM A617.
Deformed low-alloy steel: ASTM A 706.
2. Wire:
Cold-drawn steel: ASTM A82.
3. Wire fabric:
Welded steel: ASTM A185.
Welded deformed steel: ASTM A497.
F. Strand:
1. Uncoated, 7-wire, stress-relieved strand: ASTM A41 6, Grade 270K.
G. Anchors and Inserts:
1 . Materials:
a. Structural Steel: ASTM A36.
b. Stainless Steel: ASTM A666.
H.
2.
Finish:
a. Shop primer: Manufacturer's standards.
b. Hot-dipped galvanized: ASTM A 153.
c. Zinc-rich coating: MIL-P-2135, self curing, one component,
sacrificial.
I. Grout:
1. Cement grout: Portland cement, sand, and water sufficient for
placement and hydration.
2. Non-shrink grout: Premixed, packaged ferrous and non-ferrous aggregate
shrink-resistant grout.
J. Bearing Pads;
1. Random-Fiber reinforced elastomeric p~d under beams unless noted.
Neoprene pad as noted on drawings.
K. Welded studs:
1. AWS D1.1.
PRECAST PRESTRESSED CONCRETE
3E-2
~. -.,", ~1t.~""M~~I(.'f\ 8. DAV:S
P.11
eART...~ · EX~CUT'O~
313.01
A4
PROOUCT Del.IVERY ANO HANOUNQ
Delivery ,nd Har1dling:
, · Prac~$t conCfet. members sh.121f bq lifted and tupported during
mamlf,ccurinQ, stOCkpifing, transporting and erection operation, only at
th. GftinQ or supportinG pOint.. or both, a~ shown en th. chait drowlngs,
eM with .pproveej Uftfng deVices.
TrGMportation, site Nndftng, and erection sh411 be ~erformed with
eccaptable tqulpment It'd method.and by Qualified Mlso"nel.
I t II at . , IJcV~'w~ ~~.,cr'1 ~'N~ ~ ~w,
ns I allan:
1. lnltanation of procast, prestressed cOnCtete shan be perfolmed by the
manufa~t.ure' or. oompttGnt -fctor, Members $".11 be Ufted by means
of "'tebla UftlnA devices at points provided by the manufacturer.
TemDOt.,., shonng and bracInG, " n'CO~flry, shag Comply with
manU'aGtutet , r1Commendltiant,
Alignment:
, · Membel'$ shell be I)ICpe1'!."figned end leveled as required by th~
approved shop drawln8S~ ctI. ~1J/C4'ff:b QA.,/ '}"IJ( a,,,.....s1'Jo'lV(,..,.../~ w ~.
~ 2.
c.
~
I.
PRECAST PAiSTRlssro CONC,.CTI
3E.3
--- '-. '~. ~ ~~~~~
Fl.12
~!.01i 2 ~~Vti
&!CJIQti.1t:I CON,CHFT e $eAlERI
~
3H1.01
Hi' A.
3H1.02
A.
DESCRIPTION , I
t '1"'''
,/VIr;" ;.~
Provide concrete penetrating sealer 'vstem on all horlzonta ^concrete
deck surfaces Including ,Jabs on grade 8' herein specified.
QUALITY CONTROL
Warrantv!
1. The system ma"Uf8cture~sta~rniSh the Owner " written
.lngle-$O~rGC ~otrncnce '&~'I that the COf)C(8te Penetrating
Se~der System will b, free of defects related workmanlhlp or
material deficlencv for I five (5) v.ar period from the date of
.ubGtantial completion of the work provided under thiscection Of
the spec:ificatfon.
~RT 2 ~ P.eQQ~G1'
3H2.01 SEALeR MATERIAL
A. Provide a clear liquid .snane- type sealing compoc.and which will
penetrate the concrete to provide a surface whieh Is resistant to salt"
de..i~r chemic;f;, moisture, gasoline, oil and acid$. Sea',r matoriar
shalf not aft.r the appearince of surface texture of concrett! $urfaces.
Star", ahall be epplied It th~ rete of 12S 'SfI'Cal.
e. Sealant ~terial shall be one of the prOducts offered by the
manuf.C'Curer', listed below.
J 1. Dvnamh Nobel of AmerIca, Inc;. . Chern..Trete-8SM 40
,'2. H'rry S. Petersc)n Com~;,.,y. Iso-Flex 618
fAIU 3 ~~lJTI~
3H3.01 PAEPARA nON
A. Examine surfaces to receive sealer to assure that condltlon$ Ire
Iceeptable for appJlc.tlon of materials. Concrete shaH b, cured 8
minimum 0' 28 days FA! · ~t' - ~ ,4F"~~.A yo, . ();' 5"f..l _,~ /'11A 1J"r.'A ~
CONCftErE StAlERS
3H.'
IHf ~.l. '~4 85:4oP" STE:EL.,~(,TOR & I)qVIS
3H3.01
~ 8,
c.
3H3.02
A.
I.
e.
3H3.03
A.
F.l~
PAEPAAA TlON
""
f~f.r:wl J.
Aemove dirt, dust and materials that will/f'\terlere with the proQe~and
,Ht<;tivo application 01 the woter repellent coating.
All caulking, patching and ;olnt sealants should be Installed prIor to
8S)pllcaticn of this ptoduC1.
APPLICATION
PrOduct should be applied as packaged · do not dilute or alter the
material.
ProfcrrQd tnt:fthod of application Is with low pressure C 15 PSI) alrless
spray equipment or with. heavily saturated brush or toUer. $ptey
equIpment should be equipped with .olven! resistant gS$kcts and
hOMe.
When applyl.,,, bV bfush or rotl." Cate WiU be taken to Insure that
$ufflc:fent tnetetiella being apphed 10 thoroughly saturate tho treatr'taOnt
surfcsc.s mainufnlng the appropriete squate foot coverage r~te
d8t~tmined through p"vlou. tts1ing or 't apec:lfled by the product
manufacturer.
WATER TEST
After the water repellent hac driodl flood the trelted lurtaQes With
water as d1re~ted by thl Archlteot. Apply additional CoatIng to areas
whioh show tvrdeo,. of Witer abSOrptlon.on. ~s pllt.!Cf"tr; "Sf -rt./c t.,~t I
CONCRm SEALERS
3M-I
- ~w,~,-,,.... ;l'c..~"'#h~CT~~ i. D~vIS
P.1.J
~ I;JQQSlQN ~ ~so~y
v
fA.BT_' · ~ENV'!l-
4A 1 .01
A.
4" 1.02
A.
8.
4A 1.03
A.
DESCRIPTION 0' WORK
111e .)(tlnt of each type of "Nt ""sorvy work" chow" on the drawini~ and
InelYdes but Ie not limited to concrete mesonty units.
QUALITY ASSURANce
Cod.,: CoMply with the Ipplic.ble IIqlir.ments of goveming .uthorltles and
cod81 fQf Che types of IN'CWV CGn$ttUC1ion shown.
Jot>> MOCk--up: Prior to lnstaltltion of masonry work, erect semple waflll6nal
mock-up us;no mawJ.ls, boNJ .nd ioIt1t tooling ehown or sPt'ifI.d fIN final
work. Build mock-up It ~ site of full thickn," and Gppto)Qrnate'Y 4 feet J( 4
feot, IndJCltll\Q tht propocod ronee of 0010(, to.aC\,Iru end workmanship to be J_
e~'tGd j the completed WOtk. /I1Or:.r.. vP S'Jl,t,t U A~"'v!D !'i ~i' AI
lf1.'0I'- ,10 ~~ IN~AlUT1.""
JOB CONDITIONS
~a~nEX ~p~~ia~:
, · Prot.ct maSonry materfJJIa during ltoraQo and oOt\stNetion from wenln;
bV rein, &now or 8rOuM watet It'd from s0I1age Of' intsrmlxture wIth
larth or OVItt moterfala.
2. Prott~t m.,onr, ',om freeling when Vlf taMper.ture of the surrO\lnding
litis 40 degrees F. ar\d faln"g. Comply wIth Governing codes and NOM
TeK ,. .Cold W,athef Concreto Mlsonry Constrvcti~'.
~
eA~ 2 . tBOOUcrl
4A2.01 MATERIALS
A. / Concrete MesOfYy Unil.a; Hollow loed-kating. A~TM CSO, "ype " grade N.
Aggregate shall confarm with ASTM t-33.
B. / Portland Cement: Conform to ASTM C1 &0, Tvpe r.
C. 'l Hydr.ted Ume: ConforM to ASTM C20', Type 8.
D. Aggregate.: Conform to ASTM e 1404.
UH'1 MASONRY
"A. 1
E. Water: Clean, free of deleterious materials which would impair strength or
bond.
F. Mortar Mix: Type S, conforming with ASTM C270.
G. Grout for Masonry Fill: Portland cement, sand, gravel and water, proportioned
as required to provide a 28-day minimum compressive strength of 3000 psi.
H. Joint Reinforcement: Provide galvanized reinforcement for masonry walls or
parapets equal to Durowal "Standard" types unless otherwise noted.
I. Control Gaskets: Closed cell neoprene conforming to ASTM C-509 equal to
"Everlastic Neoprene" Type NN as manufactured by William Products, Inc.
PART 3 - EXECUTION
4A3.01
A.
8.
4A3.02
A.
8.
C.
4A3.03
A.
INSTALLATION, GENERAL
Thickness: Build single-wythe walls to the actual thickness of the masonry
units, using units of nominal thickness shown or specified.
Cut masonry units using motor-driven saws to provide clean, sharp, unchipped
edges.
LAYING MASONRY WALLS
Do not use mortar or grout which has begun to set or if more than 2-1/2 hours
has elapsed since initial mixing.
Lay-up walls plumb and true to comply with specified tolerances, with courses
level, accurately spaced and coordinated with other work. Lay concrete
masonry units in running bond with vertical joint in each course centered on
units in courses above and below.
Provide expansion, and isolation joints in masonry where shown. Build-in
related items as the masonry work progresses.
CLEANING
Wipe off excess mortar as the work progresses. Dry brush at the end of each
days work.
UNIT MASONRY
4A-2
F.l~
QlYIS'~tt.LMEY A 1.1
I JAk/~1lQtL~~SCEL~OUS ~ETALI
V"F I!AAT 1. ~eNE8~L
6A 1.01 DeSCRiPTION OF WORK
A.
Miscellaneous metal~ include Custom fabricated metal item, includIng but
not Jimlted to the fOllowIng: tallinOs, pip. guarda, bollerds, ~abfe guards,
shelf angres, noters, elevatot divfder beams, and pit ladders.
QUALITY ASSURANCe
SA 1.02
A.
-: Take field me~surem,,..tl prIer to prCfJ3ration 0'
Shop drawinGS end fabrIcatIon, where possIble.
S. ~hQ~~Alsem~: Preas$embl.ltems In shop to greatest extent possible
to minimize field splicing and 8$sembry.
C. Ct/t1"J.7AJ 11"t'ttlAlJtt~"S Mt'fJ!$ $I'I'IIiIO IAI r'P~ t)/~I1I~ Ar
6'r S,i :S'P'llIor 111-?tJ!'O GAtt'M"t.ID /J1('rA'~ A~ rNtJ'CA~'=
fAflT WAC! LJc:r~..-1IO ~f/", tW'; :(r:,::~'",!1! ~'I71I( b.c".-r~<:7i
&A2.01 MA TtnlALS AND COMPONENTS
J A. Sltel Plltes. ,Shepe$ end ea,,: ASTM A,e.
J e. Steel Plate, to be Bent Of' Cold Formedi ASTM A2831 Grade C.
.
I C. Steel PIpe: ASTM A53; type as selected; Grade A.
· D. Concrete InsGrt!~ Threaded type, salvani,~d ferrous Castings, either
maneable Iron ASTM A47 or cast steer AS1M A27.
E. NQochrink NonferroU$ Grout: Por.Rok AncnorJna C'en"ltnt, Lchn & Fink
Industrial ProdvC1', or eqvat.
· F. Metal Prlmel Paint: alkyd varnish, lin$eed on Paint, FS TT.P.S6G. 'l'vpe
n.
UBU.. ~ECur.ON
~A3.01 PREPARATION
A. Furni$h setting drawings, diagrams, templates, instructron$. and
MISCELLANEOUS METAL
SA-'
5A3.02
A.
directions for installation of anchorages such as concrete inserts, anchor
bolts and miscellaneous items having integral anchors which are to be
embedded in concrete or masonry construction.
INSTALLATION
Set work accurately in location, alignment and elevation, plumb, level,
true and free of rack, measured from established lines and levels.
Provide temporary bracing or anchors in formwork for items which are
to be built into concrete, masonry or similar construction.
MISCELLANEOUS METAL
5A-2
~
r;,.;y 31 '94 ~~:.HF''''' ""EEL.HtCTOR 8. ~VIS
P.16
PART,j · ~eNJMJ.
7 A 1.01 DESCFUPnON OF WORK
A. ProvIde two eomponent polyurethane modified le~lant at vertical ,nd
horizontal Jotnt$ not subJec;t to traffic conditions.
8. Provide two component polyutethane sealClnt at joInts S\Jbject to traffic
conditions.
C. Provld. elastic expansion JointS It concrete de~ks as' shown on the
dr~win811.
..
7^' .02. ~9U~TVi AURANCE ~ i\ !I A~/",fD JLoJ"S 1'\. ~~~irD ~
A, ~ O~.fcA's., ~r-lt~U~.1 lfld.!t/ rtJtlUt)~rJ'f'it/(,.r..(ilii#GJr;~ Srr~
'" '!. ta1.r'i&es ~Hirr,C mamral$ froM ~ Gttly r4~u~urer$ w~ will, -If .,
required, send. qu,lIn.d tec;hnlcal tepre.sen18tlve to project lite, for the
purpose of advl$ing the InstaOe, of proper procedures and grec8utfon$ for
1h. Ute of the mat.rlalal
JOB eONOlnONS .
7 A 1.06
A.
Wtath.r Conditions: Do not proceed with Installation of $ealants under
adverM weathet condition, or when ternpetature$ are below or abOve
manufactuter'. recommend.d limitations for In't~l1atlon.
~ ~ · e.RQ,gUCIS
7A2.01
. A.
CAULkiNG/SEALANT
j~ COftlOOfJ~Ol 'olyuDJtl1iDe M~'fJ.I.sJ Seara~l: FS TT ''S-002Z7E-70,
efe,s A, type 2, proprietary two Component primerless sealant.
Two-~f1lPOnerrt PolwrethAf1e ~.I~af~ Polvurith~n..bal.d, 2-pGr1
el.atometic seal8nt, ccmplying wtth FS Tr-S..oo227&.70, Cla$s A, type
1 C.c!f-IC:V,line),
Jglnr eDmerlSe:tj,(: Provide the type )oInt primer/sealer recommended by
the sealant manufacture". .
~$'r'ld ...I(.ko, jaUt pglyechy1ene tape or other p~stic; tape '5
. B.
..' c
.
D.
CAULKlNQ, SEALING, . EXPANSION JOINTS
7A-'
Ilk
F.
- '- --' '"'~ - vf'. 0. uH,,'l;.
P.l?
r.commonded by the so,fant manUfacturer.
E.
~e.alan~ Ba~~er ~: CompressIble rod stock pOlvethv'ene feam,
polyethv1er\8 Jacketed polvutttf'\an. fQ~m, butyl tubber foam, neoprene
fOIM or oCh" ftlxibl., petmantnt, durable non.absorptiv, material as
recommended for 'ompatfblllty with sealant bV the sealant manufacturer.
!Iastio expansiQn Joint system $haU be preformed as manufactured by
the Watson lawman Acme Comptnv.
fAat ~EXt;Clrn~
7 A3.01 CAULKINGISEALANT APPLJCA nON
A.
B.
J~;.nt Sudl!le~ Pre~aratlot.l: Crean joint surfaces Immediatelv befote
IMJtalla~n of ,.alent or caulkinG compound. Remove dirt, In$eoure
~oatin8S, ~lature and other substances which would Interfere With
bond of .,.Iant at caulking Compound.
tLut.lll,~.QI Employ only p'rQven InltiUation techniques, whIch will
ensut. that .el~nts will bf depo$lted In uniform, co"tinuous rIbbon,
wfthout gaps or air POCkets, with complete 'wening- of the joInt bond
surfaces eQuany on opposite sId.... boepc es otherwise Indicated, fill
sealant rabbet to a slightly concave surface, slightly below adjoinIng
.urf..c:e..
eXPANSION JOINT INSTALLATION
Supply expan$lon Joint elementa In full length of Joint and turn up .
minImum of G Inohes Into reC8~ at wall or columns at each end 01 the
joint. Heat-sell the expenslon Joint element at aU direct:Cnal changes.
Clean the cont~c:t flaps of the Gxp;nalon joint membralie and let In bese
COtto PO$itio" the expansion Joint membrane over the opening In the
dtc;k, centeted ond etralsht.
C.' Pour ela$tomerfG concrete ml~ute with aggregates Into the bloc;kout
. . ree,", compact and consordate mJ~ture we" to 1.11 ell voIds around
membrane. FinIsh to . den", .mooth level surlle.~r AFfJ~~'1;() By
wr A~~ 'I....!'::..,.,
CAuuaNO, SlAl.ING, . EXPANSION JOINTS
7A-2
A.
B.
7A3.02
D. Cure the installation in a manner recommended by the manufacturer of
the system.
CAULKING, SEALING, & EXPANSION JOINTS
7A-3
DIVISION 7 THERMAL AND MOISTURE PROTECTION
SECTION 78 WATERPROOFING AND DAMPPROOFING
PART 1 - GENERAL
781.01
A.
781.02
A.
DESCRIPTION OF WORK
Provide fluid applied waterproofing at exterior walls below grade.
J08 CONDITIONS
Weather Conditions: Proceed with waterproofing work only when weather
conditions comply with manufacturer's recommendations, and will permit the
materials to be applied in accordance with the recommendations of the
manufacturer.
PART 2 - PRODUCTS
782.01
A.
8.
MATERIALS
Urethane Fluid Applied Waterproofing (cold applied), 2-Part.
Protection Course: Semi-Rigid Composition 80ard: 1/8 inch thick, asphaltic
laminated, premolded type of protection course.
PART 3 - EXECUTION
783.01
A.
783.02
A.
8.
PREPARATION OF SU8STRATE
Clean the substrate of projections and substances detrimental to the work;
comply with recommendations of the prime materials manufacturer.
INSTALLATION
Apply a uniform coating of fluid applied waterproofing to the substrate and
adjoining surfaces. Apply coating by either hand or machine spray methods,
except comply with manufacturer's specific recommendations for particular
areas of application. Provide 60 mil average thickness, 50 mil minimum.
Install protection course on membrane using adhesive application as
recommended by the membrane manufactur~r.
WATERPROOFING AND DAMPPROOFING
78-1
SECTION 7C
TRAFFIC BEARING WATERPROOF MEMBRANE
Part 1 - General
7C1.01
DESCRIPTION OF WORK
A. Provide traffic bearing waterproof membrane on parking deck surfaces
over all retail areas, storage room, truck dock and parking office areas.
PART 2 - PRODUCT
7C2.0 1
MATERIALS
A. Traffic bearing waterproof membrane systems shall be either of the
following:
1. MacNaughton-Brooks (EMBF) - Kelmar T.E. System
2. Harry S. Peterson Co. - Iso-Flex 7500
B. Wearing course shall be as follows:
1 . Medium duty - parking stalls
2. Heavy duty - driving aisles - 40 mils.
PART 3 - EXECUTION
7C3.01
Preparation of Substrate
A. All surfaces to receive traffic bearing waterproof membrane shall be
steel shotblasted.
WATERPROOFING AND DAMPPROOFING
7B-2
M'
SECTION 'Ie
TR.Ame Bt';AJU~G W A TElU'ROOF M'[M'BRANE
bd t · General
7Cl.01
DESClUPTION OF WORK
A. Provide traffic bearins waterproof membrane on p~kin~ deck sumce4 over
all retail areas, storage room, truck dock and parkins office areas.
PART 2 · PRODUcr
7C2.01
MATERLU-S
A. Traffie bearing waterproof membr3ne systems shall be:
1. MacNau2hton-Brooks (EMBF) - Kelmar T.E. System
2. Harry S. Peterson Co.. Iso-Flex 7500
3. nr approved e~ua1
B. We:uf~ course shall be as follows:
~~\lV
1. ~ duty - parking stalls
2. Heavy duty - drivinl aisl\:S . 40 mils.
PART 3 . EA"ECtmON
7C3.01
Preparation of Substrate
A. All surface.4\ to rp.r.eive ruffle beuin, w.1terproof' membrane shAll u( :)tt=el
shotblasted.
W A TERPROOfJNO AND OAMPROOFING
7C-l
- - - -
DMSION 7 THERMAL & MOISTIJRE PROTECTION
SECTION 7D ROOFING
PART 1 - GENERAL
7D 1. 0 1
7D 1. 02
DESCRIPTION OF WORK
A.
Provide single ply roofing, composite flashing, cant strips, and cements as required
to provide a watertight installation.
QUALITY ASSURANCE
A.
System and components shall comply with local building code.
PART 2 - PRODUCTS
7D2.01
MATERIALS
A.
Rigid roof insulation shall be perlite and fibers molded with fillers and water-
resistant binders into rigid, non-combustible boards with integral skin on top
surface.
B.
Roof membrane shall be single-ply sheet membrane as manufactured by Carlisle,
Firestone, Gates, General Tire, Sanafit Weatherguard or approved equal.
C.
Metal Flashing (and Counter Flashing): AISI Type 302/304 stainless steel or strip,
complying with ASTM AI67-77; dead soft; No. 2D conventional dull finish, 0.015
inch thick (28 gage).
PART 3 - EXECUTION
7D3.01
GENERAL INST ALLA TIONREQUlREMENTS
A.
Roofing insulation and roofing membrane shall be applied in accordance with the
accepted roofing manufacturer's specifications and as approved by the Architect.
ROOFING
7D-l
{tfr
/
DIVISION 7 7"'R1rRMAL AND MOISTURE PR.OT'FCTION
SEmON 7F ELASTIC EXP A NSlON 10tN"rS
PART 1 · GENE~
7F1.01
A.
7F 1. 02
A.
DESCRJPnON
Provide e1i.)UC expansion jointS at COncrete deck around the stair/elevator tower
at each 600r as shown on the drawioes.
~ l'_~~~~>>~~cl*~
QUALm ASS~N~E ~,;€ -t-' \It. ( ~) yW!.. ~ l U
r-' ext'1' ' ~ 0.. ft O{;.. 0 , . r ~ -\4!. t,,~.
The C~~actor shaJI guarantee the expansion joint system for I period of two (2)
)lean:. He shall repair or replace wod: which leaks water, deterior1tes excessively
or otbecwise (ails to perform as required due to failures of rn~t~ria1a: or
workmansllip. The guarantee shall include an agreement to remove and repair
other wort which has bp,en superimposed Oa the el~ic ~pansion joint work, to
the extent required to repair or replace the elastic tltPansiOll jOint work.
~R.T 2 · PRODUCTS
7F2.01
A.
MATERIALS
EJastomeric joint $e31, Ghatl be perloHued ot the following material:
1. Two part urethane se3Jant, Lab Snore A durometer 30 Ava. meetini the
requirements of F.S.Tr.s..oo227-E CJ&.S,S A, Type J.
a. EX~sion Iland shalf be sized for proper joint movement; from plus 2Y.z.
to minus 1-.
B. M...r.c..,.... off,,,,,t p,oducts to cOmply wiLb Lb. requirements of elastic
expansion jOints include:
1. Ran, S. Peterson Company
%. Pecora Corporation
3. Tremco
4. or approved equal
ELASTIC EXPANSION JOINTS
7f.l
tIfr
-' ~- -~~. ; ~~_'~~~I~'~ ~ ~~~~~
F :-\
....'...
eAR! 3 ..EXEClJTlo,M
7F3.01 eONOITION OF SUBSYRATe
A. E..><2mint the cubstratt IInd tho condition.. under which thG efastic Qxpan,ion
io~nt units will be inetalled. DO not proceed with ~he work until uns~tisfaetory
conditions have been ,ort.ctc~"'': Ar;Fr/:)v:') 'S'I il.1,. .//, \"-~;~
7F3.02
INST AL.LATION
Comply with rnanufact\lter'. instructions for handling Gnd Installation of the
elastic I)(pansion joint matlti~ls, except when~ mora stringant reqult~mElnts are
&hown ot spec:ifltd.
Porform all cutting, and fittlf\g requited for the installatIon of the items. Set the
work Icourate1v In location, ,Ugnment end elovation, ~umb. level, tr\le,
measured ftom established Onet end level..
A.
s.
c.
Seal "I butt ).oints, mit.red Joints and $)oinU where ]Qints t@rminate with
manufacturer I recommended sIalant.
ELASTIC EXPANSION JOINTS
7F.2
IIHi ,:)~ ':'~ 10::':';...,...1; ~1t.~...,HE"::TVR & DHYI~ F.21 : .
. .'. ~ 0.".
". " ,
W "",::'
",' f"
. . . ~
ptVI~ION 1~.AS..1.W.lNDOWS. 'l; , , Ir~'J ,;.'
'.Jo It, ~ ,
tU:CT,ON,^ ~OL!.O~ YE1Al WORt( I''; I.' 1./1'
. ::.'1, t.,(l' 01'1
PA"1 1 · GI!N!RAI. I~':"" . : I J '1'~
~~ f,' ,.l'l,
'" .. . ~.. .' .
8A 1.01 OE$C~'PTION Of WORK ~ / ~t;'" ~ ~r ,0 .
"r.. (",
A. This SectiOl'\ includes hollow metal doOts, pre $Sed $teel frames tor doors and
louver. inst,n.d therein,
IA 1.02
A.
B.
,.
OUAUlY ASSUUNC'
Provido hollow metal wOtk ""nuf~c~rcd by . 8inGlo firm Spooializil'g I" Ute ..
f)loductior\ of this type of WO~
Fir. Rated Alcemblies: Wherever I firo-resistant:t classificatfon is shewn Ot
scheduled '01' hollow metal work, Slrevlde fltHlted honew metal doors and
frames inv.st1g~tld and tested as a rare doOt assembly, complde with ty~ af
,fttG door hardw.re to b, used. Identify eech fire door end frame with
roC09ntRed te~tn8 '~bOt.torv label., incficatlno Appnc$b1e fire tating of both door
end frame.
fAIlT 2 · ~QOVCT.I
8A2.01 MATERIAlS . ~11)~~t'J G-LW.w'
A. j ~d.R4I18d t!ateel &heet~: Commcrci81 Quality carbon steel},COmplyinQ with
ASTM A$86 and ASTM AS68. 14 gaOA for frame$, 1 G gag. for door..
D.
8A2.02
A.
B.
c.
~U~flG.l'tS and ~OC"Of--: Fabrio.te of not Ic~ thon " I;lge sheet metal.
IIA8"'c:A TION, GeNI!"Al.
FabriC:8to hOllOw metal units te be riQid, Mat In agpearanee and freo from
defects. warD or buekJe. Accurately form metal to reQuired sizes and crofiJes.
Fram.. to be full-wQlded unitS.
Prepare hollow metal units to teclive morti$es and concealed finish hardware,
Inofudins c\,!t-out., rcinforoingl drilli"8 end tapping In eccordgnco with fiMI
FInish Hardware Schedule and templates provided bV herdwar. supprrer.
StlOtl 'aintJo;:
G.-' ',J p.J 1"1. r -; .
1. Cle~Jn "'urfaces of ",ill ICIfe; Nat; oil, greater dirt end other foreign
materials 6ifote the epplic:*tion of the shop coat of paint.
2. Ap~'f . smooth COlt of even consistency to provide I uniform dry film
thicknoss of not less than 2.0 mils.
MO~LOW MeT.At WOAK
IA..'
OUTLINE SPECIFICATIONS
Proposed Parking Structure
Seventh Street and Collins Avenue
Miami Beach, Florida
March 18, 1994
Revised May 20, 1994
OUTLINE SPECIFICATIONS
TABLE OF CONTENTS
DIVISION 1 - GENERAL REQUIREMENTS
PAGES
Section 1A General Requirements ....................................... 1A-1
DIVISION 2 - SITEWORK
Section 2A Excavation, Filling and Grading ............. . . . . . . . . . . . . .. 2A-1 = 2A-2
2D Demolition (By McCarthy) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
DIVISION 3 - CONCRETE
Section 3A Concrete Formwork ................................... 3A-1 = 3A-2
3C Concrete, General .................................... 3C-1 = 3C-3
3E Precast Prestressed Concrete. . . . . . . . . . . . . . . . . . . . . . . . . . .. 3E-1 = 3E-3
3H Concrete Sealers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 3H-1 = 3H-2
DIVISION 4 - MASONRY
Section 4A Unit Masonry . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 4A-1 = 4A-2
DIVISION 5 - METALS
Section SA Miscellaneous Metal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. SA-1 = SA-2
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
Section 7 A Caulking, Sealing and Expansion Joints . . . . . . . . . . . . . . . . . . . .. 7 A-1 = 7 A-3
7B Waterproofing and Dampproofing . . . . . . . . . . . . . . . . . . . . . . . . .. 7B-1 = 7B-2
7C Traffic Bearing Waterproof Membrane ............................ 7C-1
70 Roofing .................................................. 70-1
7F Elastic Expansion Joints ................................ 7F-1 = 7F-2
DIVISION 8 - DOORS WINDOWS. GLASS
Section SA Hollow Metal Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. SA-1 = SA-2
88 Aluminum Assemblies . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 88-1
8C Glass and Glazing .......................................... 8C-1
DIVISION Q - FINISHES
Section 9A Painting . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 9A-1 = 9A-2
9C Ceramic Tile ........................................ 9C-1 = 9C-2
DIVISON 10 - SPECIALTIES
Section 10A Signs, Graphics and Supports ................................ 10A-1
10B Miscellaneous Specialties ................................... 108-1
1 OC Toilet Accessories ................................. 10C-1 = 10C-2
100 Exterior Screening (By McCarthy) ..................................
DIVISION 14 - CONVEYING SYSTEMS
Section 14A - Electric Elevators . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14A-1 = 14A-4
DIVISION 15 - MECHANICAL
Section 15A - Plumbing and Drainage .........................................
Section 15B - Heating and Ventilating . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
DIVISION 16 - ELECTRICAL
Section 16A Electrical Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
lit
p~RT a .EXl!~UTlQ~
7F3.01
A.
7F3.02
A.
B.
c.
CONDITION OF SUBSTRATE
bamln$ the substrate and tho conditions under which the elastic; expansion
Joint units will be instlUed. Do not proceed with the work until \,Insatisfaclory
conditione ha", been COtl'octt~,.,., ~f."Pr~vi 'I) ~ '( il4( II!..; "" "~;"'i
IN$TALLA1'10N
Comply With manvfact\lcef' instructions for t\andung end installation 01 tt\e
etaatic expansion JoZnt materiols, IXCopt where more strIngent requtremenu are
shown or spet;ified.
Perform an cutting, and fittln; requtred for the iNtartatlon or the Items. Set the
work C1o~urat,ly ,,, 1000dOf\, .n,nman. .n4 alevation, plumb, haver, vuo,
rn$8Iured from ..tabli.hed Unes end levels.
Seal ,II butt Joints, mittted jQints and points where Joints terminate with
manUfa~ret's recommended sellant.
ELASTIC EXPANSION JOINTS
7F.2
- - -- W' ~ ~~~.~
Fl.~!
CVVlSION I Dq\.-...3 ~ND W1tlIDOWS
~ lleCDQllII...!lUM'ItU~ ~~IiMIW
~Al'TJ ~OENiM.L.
8a 1.0 1 DESCRIPTION OF WORK
A. Provide aluminum dOors and frames and fixed light windows et elovltor lObbv
at roof. Perkin, offico.
881.02
A.
QUALITY ASSURANCE
S'andard.: Comply with 11'\0 r,qultements and recommendations in applicablo
specifications end standards by NMM~ MMA and M.
V.8T I . "AO..QUC~
8S2.01 MATC"IAL$ AND ACCESSORieS
A. i'lurnWlmlt PrOVide alloy and t'~er IS r.commendod tly manufacNret for
Itt."Uth, cotrOtion ,esistat\Cl, applieatlOl\ of reqLlirod finish end control g( c;olor,
but not lest then 22,000 psi ultimate tens.1e .tritagth.
B. ~.~"MrA: Aluminum, ngn.,m8gnetic stail'lleu steel or other non.corro81ve metal
flst,net'.
c.
D.
E.
8e2.0~
A.
Wl.atherAtrj,,(')III;: "rOVid, ft'\G"Ufactur.r'a stiod....d tepficeabl. stripping of
WOOl. JtolyprOpylcne or nylon WOW" pile.
ql.lllzlnC,L Gtsk8!l: 'or. gl'l;ing flctory-tnstanedJ'I$$ prcMde manuf.ctur.r's
statWfard I~ of molded ft009teno Of mold M.
H"t\&!It,1 Pr!WiG' m.nufectur,ra standard hatd,w*tt for entr,nce doors.
FABRICATiON
,
~~f~i~tiQ'J; bcept IS otherwise indi~~t8d, ~rovlde each continUO\lS unit of
fram.work, doors, windows. and IlIaCC8$$0tY item., 8S a .pecQged .nt'~neo.
unit. Complete the flbrj~tio", .Uombfy. finishing, application of hardware and
.n other work, before shipment to tt'ae proJect sitA, to the g'lAtGct O~."C
po~:u,ibll.
~-v8T 3 · E)iE~urlg~
813,01 INST ALLA nON
.
A. Set units plumb. I.v.r and trVII to finCl. witl'tout warp Of rtfck 0' 1'amtJ~, doors
or p.~I.. At\c;hOt aecurery In J)lacG. So.parate aluminum .nd Other corrodible
metll .urfaces from source, of eorroclo,", Of' "ec:trolrtJc action It points Of
contact with other mate"a',. V;or~ ']j,.,..,.~;j/r'qWS t C'~'~'J.1ICJS'"
I, !.v~~~ , J/~,,;.. ~/3:' I~~
; f3,,~... f ~ rill "'$f,~"'~ I/. .
,,.,.,. ."."} /J/~'" '
ALUMINUM ASSEMBLIES
..,
DIVISION B DOORS AND WINDOWS
SECTION BC GLASS AND GLAZING
PART 1 - GENERAL
8C1.01
A.
8C1.02
A.
B.
DESCRIPTION OF WORK
The extent of glass, and glazing work is shown on the drawings and includes
but is not limited to the following types of glass:
1. Tempered Glass - Elevator lobby at Roof, Parking Office.
QUALITY ASSURANCE
Glass shall meet requirements of FS DD-G-451 and FS DD-G-1403 for
applicable type of glass hereinafter specified.
Safety Glass: Comply with ANSI 297.1 with label on each piece.
PART 2 - PRODUCTS
8C2.01
A.
B.
C.
GLASS
laminated Safety Glass: Two sheets of double-strength "A" quality, clear
sheet glass (FS DD-G-451, Type II, Class 1, Quality q5); permanently laminated
together with a 0.025 inch thick sheet of clear plasticized polyvinyl butyral.
Temoered Glass: Plate glass (FS DD-G-451 0-77, Type I), which has been
heat-strengthened by manufacturer's standard process to achieve a flexural
strength of 4 times normal glass strength.
Glazina Sealants/Comoounds: Provide hardness of materials as recommended
by the manufacturer for the required application and condition of installation in
each case.
PART 3 - EXECUTION
8C3.01
A.
STANDARDS AND PERFORMANCE
Watertight and airtight installation of each piece of glass is required. Each
installation must withstand normal temperature changes, wind loading, impact
loading (for operating sash and doors) without failure of any kind including loss
or breakage of glass, failure of sealants or gaskets, deterioration of glazing
materials and other defects in the work.
GLASS AND GLAZING
8C-1
DIVISION 8 DOORS. WINDOWS. AND GLASS
SECTION 8F ROLLING GRILLES
PART 1 - GENERAL
8F1.01
A.
8F1.02
A.
DESCRIPTION OF WORK
Provide complete operating door assemblies at truck dock and at the main
entrance/exit of the parking garage including door curtains, guides, counterbalance
mechanism, operators and installation accessories, as shown on the drawings and
herein specified.
8.
The following types of rolling grilles are specified in this section:
1 . Aluminum rolling grilles.
QUALITY ASSURANCE
Furnish each rolling grille as a complete unit produced by one manufacturer,
including hardware, accessories, mounting and installation components.
8.
Furnish all rolling grille units by one manufacturer for the entire project.
PART 2 - PRODUCTS
8F2.0 1
A.
8F3.02
A.
MANUFACTURERS
Manufacturers offering products to comply with requirements for rolling grilles
include the following:
1 . Apton Metal Products Corp.
2. Atlas Steel Products Co.
3. The Cookson Co.
4. Cornell Iron Works, Inc.
5. Kinnear Div., Harsco Corp.
6. Mahon Rolling Doors.
7. Overhead Door Corp.
8. Pacific Rolling Doors
9. Southwestern Steel Rolling Door Co.
10. J.G. Wilson Corp.
11. Windsor Door Co. Div., Ceco Corporation
INSTALLATION
Install door and operating equipment complete with necessary hardware, jamb and
head mold strips, anchors, inserts, hangers, and equipment supports in accordance
with final shop drawings. manufacturer's instructions. and as specified herein.
ROLLING GRILLES
8F-1
~
"""'. -'~ \o;,..!. ....->r-. I ~,- :"_' "":--\0",0 I ...'~, ~ l'hv ~ =-
~IVISION. A F~ISW~~
~~"ON CU. Ft^INTIN~
f'At\T 1 · OgNfiRAL
IA 1.0 1
A.
tA 1.02
A.
B.
8A 1.03
A.
~t:SCF\I'nON 011 WORK
The extent of painting work includes paintit\g parking lil"le$, errows,
miscel1eneoU$ metals, COr1CtltO blocksurla~e$ where indicattld on the drawings,
exposed pipes ,nd primed metal surfeees of equtpmenc installed under the
",o~hanie.' a~d ,Ioottical soctiont.
QUALITY A$SUAANCE
e.int Coo~in.ati9": frovlda finish coat, which .re compatible with thl! prime
paint. U$ed.
.Blfat,~S1endJ.td.$: SSPC .. .Sntems ~nd SpecirJC;atiQ~., publi.hed by the
StHI Structure painting Cout\Qn.
JOB CONDITIONS
Apply solvent-thinned ~ints only wl:len the temper$tut8 of surfaces to be
painted and thl surroundin8 lit tlrnpttlt\,ll'Gs .r. botweatl 45 dagrees f. and
IS de;,ees FII ""ltlS othlrwise permitted by the paint mal'\ufacturer's printed
InstruC1lOf\S.
~AR1".. ~"no~J
QA2.01
A.
9"'.02
At
MA TiAIAL QUALITY
"rovid. only eb$Q1vtely pure IIn$Oed 041, turpentine. ihellac, and other like
material$ that are of the highest quality, with identifying labels intact and seals
unbroktn. Usa no thitln,rs ether than th~!e specified by tho manufacturer.
Peint thelt b. eQull to $hefWIn WiJliams heavy duty maintenanee coating.
FINISH APPUCA TlON SCHEOULE
PrQvido ,eint IY'toms fot the ....rio~~ ~\,Ibstrat'* as fO"Qw~:
t . fcrrc:JUS M1!It~la;
, Goat ptlm.,
2 coats high g10$5 alkvd an&mel
2. ~llIlI"ot, 1I~,l,)1 ~(.. c:,.. V" 'S'-rv Ct, (1 :
, c~t I"e)( ae. rtller
2 e~ta "ml~JOts ratex
PAINTING
9A-'
llr'"'. ,". =~ ~;'....:-r-ll ,:J1:::..~,Ht"-....I""''<' b .L.,.....\ .I..~'
~
9A2.02
A. " 3.
F1NISH APPLICATION SCHEDULE (cont'd)
ItJIffi~ .nd ".rk'DQ~Rt:l1 MlrtdncJs:
, coat traffic paInt lvellow)
'4 to t S wet filM thickM..
f~~T ~ · jXeCUItQ~
IA3.01 SURFACE PREPARATION
IA3.02
A.
A.
Perlorm .a preparation 81"ld cleanino I)focedurCls in strict accordance with the
paint manufacturer's Instructions fOt each particular substr,te condition.
APPUCA TION
8.
Apply paint with bNSh, roller, sprav, gr oth.r .ccaptable practice In ,;;oldance
with Ule manufaetur"'. ~ir'~ons,sv~!:<."r ~Q \tot! Ar...'~~'\~ ApPr.sJv,.l
Spreed ,U mated.ls G'Ionly .1\4 smoo1Ny without runs, sags or other defects.
MakA .dges of paint adjoining othEst materials or colors sharD and clean. without
overlapping.
PAINTING
IA.2
DMSION 9 CERAMIC
SECTION 9C - CERAMIC TILE
PART 1 - GENERAL
9C 1. 01
A.
9C1.02
A.
DESCRIPTION OF WORK
Ceramic tile shall be used in all washroom facilities, floors and walls. Perform all
work necessary and required for the construction of the project. Such work
includes but is not limited to the following:
1. Glazed and unglazed ceramic tile.
2. Installation of ceramic tile.
3. Setting bed.
4. Grout.
5. Surface preparation and final cleaning.
QUALITY ASSURANCE
Materials and installation for ceramic tile work shall comply with applicable
requirements of local building codes, Handbook for Ceramic Tile Installation
published by Tile Council of America, Inc., ASTM Specifications referenced and
applicable portions of ANSI Specifications AI08, A118 and A137.
PART 2 - PRODUCTS
9C2.01
A.
9C2.02
A.
9C2.03
A.
SEITING MATERIALS
Latex modified dry set Portland cement mortar conforming to ANSI Al08 and A118
produced under Tile Council of America Formula; 759 for quarry tile, pavers and
ceramic mosaics on walls and floors.
CERAMIC TILE
All tile shall be graded and meet or exceed requirements of ANSI A137.1, U.S.
Department of Commerce SPR-R61, and Tile of America.
GROUT MATERIALS
Latex Modified Portland Cement Grout: Hydroment colors as selected.
CERAMIC TILE
9C-I
PART 3 - EXECUTION
9C3.01
INSTALLATIONTILES
A.
All all tile shall be properly installed, (including expansion and crack control joints),
grouted, cleaned, protected, and cured in accordance with the applicable Standard
Specifications of The Tile Council of America and the American National
Standards.
CERAMIC TILE
9C-2
DIVISION 1 0 SPECIALTIES
SECTION 10A SIGNS. GRAPHICS AND SUPPORTS
PART 1 - GENERAL
10A1.01
DESCRIPTION OF WORK
A.
10A1.02
A.
Furnish and install reflective traffic signs and graphics at the locations and in
accordance with the details shown on the drawings.
QUALITY ASSURANCE
Manufacturer's Instructions: The assembly, erection, and installation of each
type of sign or graphic shall be accomplished in strict accordance with signage
manufacturer's instructions.
1 OA2.0 1
PART 2 - PRODUCTS
MATERIALS
A.
8.
C.
10A2.02
A.
B.
C.
~: Aluminum blanks of 6061-T6 aluminum alloy conforming to ASTM
8-209-47, 0.125 inches thick.
Reflective Sheetina: Equal to 3M Company "Scotchlite" reflective sheeting
engineer grade, Series, 3200. Colors as indicated on the drawings.
Anchors and Fasteners: General: aluminum, non-magnetic stainless steel or
other non-corrosive metal fasteners which are compatible with the items being
fastened.
FABRICATION
The fabrication of aluminum sign blanks including cutting to size and shape and
the punching of mounting holes shall be completed prior to metal de greasing
and the application of reflective sheeting.
Non-reflective copy, shall be applied by the silk screen process in a manner
specified by the reflective sheeting manufacturer.
Encapsulated lens reflective sheeting shall be of the pressure sensitive adhesive
type and shall be applied in a manner specified by the reflective sheeting
manufacturer.
10A3.01
PART 3 - EXECUTION
INSTALLATION OF ACCESSORIES
A.
Provide anchorage devices and fasteners where necessary for securing signs;
including, threaded fasteners for concrete and masonry inserts, through-bolts.
lag bolts. and other connectors as required.
SIGNS, GRAPHICS, & SUPPORTS
1 OA-'
DIVISION 1 0 SPECIALTIES
SECTION 10B MISCELLANEOUS SPECIALTIES (NIC)
PART 1 - GENERAL
10B1.01
A.
10B1.02
A.
DESCRIPTION OF WORK
The following specialty items are included under this section:
1. Two Control Booths
QUALITY ASSURANCE
Manufacturer's instruction comply with manufacturer's instructions and
recommendations for all phases of the work, including preparation of substrate,
installation of materials, and protection of installed specialty unit.
PART 2 - PRODUCTS
1 OB2.0 1
A.
B.
CONTROL BOOTH
Furnish a prefabricated control booth constructed of aluminum with a natural
satin anodized finish. Control booth shall be complete with electrical outlet,
lighting and heat.
The control booth shall be equal to Porta King Model #7648SL.
PART 3 - EXECUTION
1 OB3.0 1
A.
INSTALLATION
Comply with manufacturer's recommendation for the installation of specialty
units.
MISCELLANEOUS SPECIALTIES (NIC)
10B-1
DIVISION 10 - SPECIALTIES
SECTION 10C - TOILET ACCESSORIES
PART 1 - GENERAL
10C1.01
A.
10C1.02
A.
8.
DESCRIPTION OF WORK
The work of this section includes, but is not limited to, the following:
1 . Toilet accessories.
QUALITY ASSURANCE
Coordinate the work of this section with related work of other sections.
Provide location templates or diagrams to accurately locate required blocking
and supports.
Provide toilet accessories which are the products of one manufacturer.
PART 2 - PRODUCTS
1 OC2.0 1
A.
8.
C.
D.
TOILET ACCESSORIES
Stainless Steel: AISI type 302/304, with NAAMM No.4 satin finish, 22 gage
minimum.
Galvanized Plating: Nickel and chromium electro-deposited on base metal of
steel or brass, ASTM 8456, type SC2.
Chromium Plating: Nickel and chromium electro-deposited on base metal of
steel or brass, ASTM 8456, type SC2.
Fasteners: Where exposed, provide fasteners finished to match accessory.
PART 3 - EXECUTION
10C3.01
A;
B.
c.
INSTALLATION
Install work truly plumb, level, square and in alignment with adjacent work.
Adjust operating parts to work easily, smoothly, and correctly.
Toilet room is to have handicapped install toilet accessories at locations and
TOILET ACCESSORIES
1 OC- 1
heights required by authorities having jurisdiction for handicapped accessibility
as approved by Architect.
TOILET ACCESSORIES
10C-2
DIVISION 1 0 SPECIALTIES
SECTION 108 MISCELLANEOUS SPECIALTIES
PART 1 - GENERAL
10B1.01
A.
1081.02
A.
DESCRIPTION OF WORK
The following specialty items are included under this section:
1 . Two Control Booths
QUALITY ASSURANCE
Manufacturer's instruction comply with manufacturer's instructions and
recommendations for all phases of the work, including preparation of substrate,
installation of materials, and protection of installed specialty unit.
PART 2 - PRODUCTS
1082.01
A.
B.
CONTROL800TH
Furnish a prefabricated control booth constructed of aluminum with a natural
satin anodized finish. Control booth shall be complete with electrical outlet,
lighting and heat.
The cont.rol booth shall be equal to Porta King Model #7648SL.
PART 3 - EXECUTION
1083.01
A.
INSTALLATION
Comply with manufacturer's recommendation for the installation of specialty
units.
MISCELLANEOUS SPECIALTIES
108-1
~
pIV'~I(,)N 141 CONV~NG S:VST~MS
~~pT'CN 14A EL ECTRlC ELEV A rORS
PART 1 - GE~ERAL
14A1.01
A.
14A1.02
A.
B.
c.
DESCRIPTION OF WORK
The extent of won< indudp-c; furnishing and installing two electric passenger
elevators.
QUALITY ASSURANCe
Elevator Code: Exc.ept for more stringent requlremcnt3 00 indicated or imp~~ by
90veming regulations, comply with applicable requirements of the "American
Standard Safety Code fO( Elevators. Oumbwaiters. Escalators and MOl/ing Walks-
(ANSI A17.1) published by the American Society of Mp.C'.n;lnir.a1 Engineers.
hereinafter referred to as the .Code-.
Electrical Code: For electrical work lnduop.d In the elevator work. comply with the
ItNational Electrical Code It (latest edition). by NFPA
Installer: Either the elevator manufacbJrer or a license of the manufacturer, who
has experience with the Installation of similar elevators, and who ~ currenUy under
contract fO( mo.intcnance of aimilar clc....otorti in tho 3re3.
~ 1~{1llf.J
SCHEDULE OF ELEVATORS:
PART 2 - PRODUCTS
14A2.01
A ~lev!!.tor Number 1 I!lJd 2;
1.
Capacity and Speed:
~ lSOO t~, 1 $'"0 ~ C~t.".. 0 '
Power Supply: Soe eleetri~1 drowingG. 't ~ -, f'^\~
2.
3.
Travel Distance (Approx.): 58 feet (maximum).
4.
Landings Served: Six.
~
14A2.02
A.
5. Operation: Ouplex-Selective CoBectJve
a. Awciliary OperatJons: as specified and indudlng top of car station
and emergency car-moving dp'"ic~.
6. Power SUlJlJly: 480/277 volts, 3 phase. eo hertZ, AC
7. Car Endosure:
a. Door: Single speed, center opening 3 feet-6 inches wide x 7 feet-O
InChes high.
b. Cening Height 8 feet
8. Hoistway Entrances:
a. Coor. 3 feet-O Inches wlot: x 1 feet-O Inches wide.
9. Special Features:
a. Emergency lighting in cars.
10.
b. Oil vl~('.oslty temper3ture control. . ~,... 1.!:{
c. ~ott f.c.. S~r't."",~~y O"'~~""~ '=rtt l"l~) \:1t ~v-.CI' ~
Special Requirements: ~~.,U'\""'~ ",.J.. ~...;.".
Co"'~""...eet\\otl t)'~v".
a. Handicapped accessibility per code.
b. Firemans service switch.
C. Two beam light ray door centrol,
SIGNAL EQUIPMENT
General: Except as otherwise indicated. provide manufacturers standard ele'fator
8ign~1 equipment which Is consistent With operational complexity of each elevator
or group of elevators, including but not limited to the following:
1. Metal FinIsh: StoinlcG3 steel with No. ~ dif~tiomll polish and clear bC.KcO
epQxy coating.
2. C811 Buttons: Non-cancellable ilIumini:lted type (light extlngl.iish~ when C<lU
Is answered). of either mechanical-electrical type (sllver-to-silver contacts)
ELECTRIC ELEVATORS
14A-2
14A2.03
or electronic type.
3. Raised letter/numetal indications will be furnished on aU operating panels
to comply With Handicapped Code.
4. Car station panel.
5. Corridor pushbotlom stations.
6. Lobby direction lantemlgong.
7. Car position Indicator.
e. Telephone.
9. Alarm System.
10. Signs.
PASSENGER ELEVATOR CARS
A
Finishes for Passenger Elevator Cars shall be as follows:
1. Car Doors: Stainless Steel with No.4 polish finish.
2. Door Frame and rront Wall: Stainless Steel with No.4 Polish Finish.
3. Side Walls: Plastic Laminate Paneling. (Va.tI.~~\ R~l~~Y\\J-
4. Back Wall: Laminated'" p~~ P~~t~ l 'kJol k'\~-'"\0 .
5. S~inless steel handrail on back wall.
6, Floor Covering: Composite Vinyl Tile.
7. Ceiling: Luminous Ceiling System.
8. Emergency Lighting,
Q. M'ilchanical Ventilation.
ELECTRIC El.EVATORS
14A-3
14A2.04
A
PASSENGER HOISTWAY ENTRANCES
Hoistway entrances are hereby defined to include doors. frames. sills. hardware,
transom panels and accessories as shown and scheduled. Finishes as follows:
1. Door Panels: painted hollow metal.
2. Entrance Frames: Painted hollow metal.
3. Sills: Extruded Aluminum.
PART 3 - EXECUTION
14A3.01
A
14A3.03
A
B.
INSTALLATION OF ELEVATOR SYSTEM
General: Comply with Code. manufacturer's instructions and recommendations.
Comply with National Electrical Code (ANSI C1 by NFPA) for electrical work
required during installation
INSTRUCTION AND MAINTENANCE
Instruct Owner's personnel in the proper use, operations and daily maintenance
of the elevators. Review emergency provisions. including emergency access and
procedures to be followed at time of failure in operation and other building
emergencies.
Maintenance Period: Starting at the time of final acceptance of elevator work,
provide complete systematic inspection and maintenance of each elevator for a
period of 1 year.
ELECTRIC ELEVATORS
14A-4
PROPOSED PARKING F ACn.ITY
634 - 660 Collins Avenue
Miami Beach, Florida
Sup,plementaIy Outline Specifications
May 20, 1994
1. All plates and other embedded items in precast concrete are to be hot-dipped galvanized
after fabrication of embedment. All field welds shall be cleaned in accordance with the
surface preparation requirements for zinc rich coatings (ZRC) and three coats of ZRC
applied.
2. All double tees should have 4" diameter holes through the stems at the one third span
points. Double tees above the retail space shall have an 8" diameter hole through the
stems at midspan in addition to 4" holes.
3. An alternate price shall be provided to paint the underside and sides of stems of all
double tees and beams along with columns within the parking area of this project.
4. The walls on the west and south side shall have a stucco coating with scoring as shown
on the drawings.
5. Each planter section shall have a drain and drain riser. Risers shall be sized to meet the
South Florida Building Code and have a minimum diameter of 2 inches.
6. Irrigation piping and water supply shall be provided to all planters. Six hose bibs shall
be provided on each floor from the irrigation piping.
7. Appropriate flashing and waterproofing shall be provided at column line C at the first
structura1level above the retail spaces.
8. Water service and sanitary sewer service to be stubbed into center of future back corridor
of the retail space.
9. The following retail space items are not in contract:
.
Slab-on-grade
.
Demising walls
.
East wall of retail corridor
.
New of fill-in store fronts
.
Tenant material and separate conduit from the electric equipment room to tenant
spaces.
'tA;-
PROPOSED PARK1NG FACILITY
Miami Beach, Florida
Supplementary Outline Specifications
May 20. 1994
Page 2
· Sepante conduits from the electric room/storage room to tenant spaces for
telephon~.
· An ~lCGtric l'~way along the entire Collins Avenue side of the property. to be
placed overhead.
· TeAAnt washrooms
· Ve&u ri~s, sracks, etc.
· Tenant HV AC systems "'-\.~ tJ.s c:.J "'+ <>.fr"c. "'~''*
10. Provide three waterproof duplex receptacleA,n each parking floor.
11. Install an annunciator system back to an annundator panel in the Po.rkin8 office. Tllt:
annunciator system shall be a two-way communication intercom system to various
locations within the parking facility. Activation ot sYStem shall be manual at the main
annunciator panel and automatic by the activation of various speakers throughout the
structure. Activation shall be by pressing a large red button at any intercom. There
shall be 6 swakers located on each floor along with one in each elevator ind 3 at the
revenue contiollanes.
12. General Parking Lighting shall be as follows:
12 fc average at drivine lanes
~ fc over parking stalls
40 fc average at the ma.in entrance/exit to the garage
A maximum to minimum ratio of lighting shall be no &reater than 4 to I measured at 30" a,ove
the floor.
13. Water Distribution
s, Systelll :tiha11 inclu(Jc:
i. City water service and complete installation of water meter, per Miami
BelCh Water Department Standards and sized for future retail and tire
protection system.
tw-r
PROPOSED PARKING FACILITY
Miami Beach, Florida
Supplementary Outline Specifications
May 20, 1994
Paee 3
ii. Back.fJ.ow prevention devices
ill. Water distribution piping.
iv. (2) ho~ bibbs per floor and planter ini&ations with vacuum breakers.
v. Service to wa.sluwms
14. Waste Water Collection
a. Furnish and install waster water collection system extended city sewer. Systems
shall include:
i. Roof drains, interior rain. water leaders, down spouts and clea.'louts.
ii. Floor drains, trench drains, waste and vent.
iii. Underground drainage pipine. basins and manh()lf':.Cj, both inside and
outside the building.
iv. Oil interceptor
v. Sump pumps (if required)
vi. Stub.in into future retail .., \ J\
V\\. ~ d.fo\'\'" t\~ ~CA.vy ~ """f '" ~"" t ~o.t- ~", \" .
Plumbins Fixtures and Trim
15.
a. Furnish and instal1 complct~ system of plumbing fixtures and trim pro~rly set
and connccted to water supplies, soil Or wastt And Y~nt systems.
b. System shall include:
1. Electric water heaters
ii. Plumbin& fixtures
iii. Fixture sUppQrlS
,~
PROPOSED PARKING fACILrry
Miami Beach, Florida
Supplementary Outline Specifications
May 20, 1994
Page 6
vii. Emergency lighting sy~l~m.
viii. Ughting system.
ix. Emergency exit signs,
x. Grounding system.
xi. Revenue control
xU. Minimum size of conduit ~ha11 be 3/4..
21. Electrical SelVice and Distribution
a. Work Included:
i.
Complete 480/2n volts incoming power services from existing building.
480/277 volts 3 phase 4 wire distribution and branch panel boards.
120/208 volts 3 phase four wire distribution and branch circuit p~el
boards, including service disconnects.
A complete grounding system.
it
ii.
1.
iv.
22. Lighting
a. Furnish and install lightina fixtures to meet or e.\cet::(j the City of Miami
standards and good lighting practices along with foorcancle l'eQui:ements
identified in Jtem 12 above.
23.
Parking Equipment per Miami Beach City Manager referral or parkin$ equipment
supplier/installer: WClr!c includes: -~~'tc.,", ,~~ ~ ~V\.C:Vy. ~ ~~_
)j.'1..t. ~~ <kt.S~S" o{.: ~~~:t'r'
a. Closed circuit television $yslt:m (24 camcr&S'l \
b. Audio communications system (20 intercom stations)
-----
PROPOSED PARKING F ACll..ITY
Miami Beach, Florida
Supplementary Outline Specifications
May 20, 1994
Page 7
c. Control console (in office) or all security and gate control
d. Automatic gate loops (4)
e. Revenue control system
(2 machine readable ticket spitters)
(2 machine readable cast terminals computer)
(1 software package and LAN to read)
f. Store all transaction in office computer terminal (includes valet software)
g. Two guard booths with A/C and lighting
h. Conduit for CCTV, audio and gate system - supplied and installed all control
cable and loops supply and pulled in place.
1. All equipment installed and operational less any electrical service required.
...
DIVISION 1 GENERAL REQUIREMENTS
SECTION 1 A GENERAL
1A.01
1A.02
1A.03
1A.04
1A.05
1A.06
The Contractor shall provide all materials, labor and equipment necessary to
complete the work in conformance with the construction documents consisting
of the contract, instructions to bidders, general conditions, supplementary
general conditions, and technical specifications.
The Contractor shall obtain and pay for required permits and approvals.
The Contractor shall provide temporary water, light and power, toilet facilities,
field offices, telephones and construction fences.
The Contractor shall provide a project sign identifying the project, owner,
general contractor, design team, etc. Sign to be as approved by the Owner.
Contractor to provide periodic cleaning and rubbish removal to protect existing
property as required by the Owner or code agencies.
Contractor to provide Owner with manufacturers' literature for all items of
equipment. After installation, contractor to supply operating manuals and
arrange for instruction of personnel where applicable.
GENERAL REQUIREMENTS
1A-1