HomeMy WebLinkAbout9. SPECIFICATIONS S603RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
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DATE: \ 09/06/19
SECTION OW100-STEEL DECKING
Li SUMMARY
A. Secron In dudes:
1. Roof deck_
2. Composite floordew (ff requred).
12 ACTIONSUBMITTALS
A. PmeductData: Foreach type ddew, accessary, and product indicated.
B. ShW Drawings:
1. lmlnde ayarn am types d new panels, and vie details mtfarciN channels, pane, are dew openings, special )NMiN,
amzsaories,anaaHaM ntstoofltermnatrucibn.
1.3 INFORMATIONAL SUBMITTALS
A. Welding certificates.
B. Product Certificates: For each type of steel dew.
C. QUAUEvaluation SSUR C U R R A N
D. Field qualitywntrol relrorts.
14 OUAtITYA55URANCE
A. Testing Agency Qualifications: Quality d according to ASTM E Me for Leading indicated.
B. Welding GUaliflcaticna: Quality procedures and personnel amatli,g to AWS D1.301.3M,'SWctural Welding Cotle - Stuart
Si
15 PERFORMANCE
ARCHITECTURE
REQUIREMENTS
A. AISI Spedficatiae: Comedy At calculated structural charecteristice of steel deck according W AISs "NOM American
Spedfication forms De&gn W Cdd-Farmed Steel Stroh ral Members"
6925 EAST 96TH ST., SUITE 105
1.6 ROOFDECK INDIANAPOLIS, IN 46250
A. Manuflmlunwa: Subject to compliance with requirements, available nun afaqure5 Hering prcduds and may be incorporated!
into Me Wok tdwe, but are net limited W the fdkwng: O :: 317. 288. 0681
1, NpPPrc°rr. F c 317. 288. 0753
B. Roof Deck Fabricate panels without topflange sweeping grooves, W comply with 'SDI Specifications am Commentary far
Steel Rmf Deck" in SDI Publkatim He 31, and with the folbwlrg:
1. Prinre-Painted Steel Street ASTM A 1008IA 10081 Structural Steel (SS), Grade 33 (233) minimum, stop printed with
m snuf edurefs standard bakedm, Nst4nhibifive primer.
a. Color Mankfactuflrs standard.
2. Deck Prdlle: Type WR, Was M.
3, Profile Death: 1-12 inches (38 men).
4. Design Urficsu teal Thickness: As indicated.
5. Span Conditbn: Triple span an more
6. Site laps: Oveaappetl.
1.7 COMPOSITE FLOOR DECK
A. Manufacturers: Subject to mnpliance with requirements, available manufacturers o faring produce Met may be inwrycraled
into to Work indnde, but are net limited W the following:
1. Nurvx Corr.
9. Composite Floor Deck: Fabricate panels AM indegrelly embossed or reed padem nos am interlocking aide laps, to comply
with "SDI Srecifitionsam Commentary MrCwmpoate Steel Floor Dwk." in SDI Publication No. 31, AM the minimum section
preaderhes indicated, and with the f°Ibwy: 1717 dexit saw m.
1. GalvanizertSteel Shea: ASTM A653/A(i Structural Steel(SSL Grace 33(230L G60(Z189lzincrostirg. c°,mmel°neuwz
2. Profile Depth: 2 inches (51 mm).
3. Design U, tea tealTNdrness:Asina ted. av sm con WCOMAS
4. Span Condition:
Triple an or more. emlec N°°mmrec°m ENGINEERING
SM1ucNalegirews
18 ACCESSORIES
A. General: Pmvidemanuf messtand MaccassarymatenalstardewtMtmmplywtMmquimmeM indicated.
B. Sdelap Fosterers Ccnosim-resistant, M1eugmal waster Mad; seHdrillirg, wNan-9eel screws, No 10 (48mm) mirrmum
diameter
C. Flexible Comore Strips: Vulcanized, closed -cell, syMMtic tubber.
D. Miscellaneous Sheet Metal Dew Acoessories: Steel sheet minimum yield strength of 33,000 pet (233 Mi rot less than
0835fli (8.91mm) design aniseed Mildness, U same material and finish as deck N prefik Indicated M required M
E. Her Sump Plates: Single -Discs area sMet 0.0747 Inch ISO mm) Mild, of same material and finish as deck For claims cut
Idles in the field.
F. GaNaNZlrg Re(alr Pain: ASTMAlFffl 88M.
G Repair Paint: Manufacturers standard rust4nhibhive prinrerdsame Wares primer.
19
INSTALLATION, GENERAL
A.
Install deck Panels and accessories according to applicable sredficatiaw and cammentery in SDI Publication No. 31,
c„\1u"""'ghgr
pQOOpEY MCC O
manufacturers written inshdon us, and red uremeMa in the Sa omn.
B.
Place deck flanelsAft and News and Oxen to wlpoding flame wtivid warts prospector.
`. U..: Q�GiSiEyFo?s9N
C.
Cut and neatly fltaeld panels and accasmmound openings and dM1erwark pmkctng tMtto dgh maa)acenGeld .
t No. B60325
D.
Provide additional rc nal reinfoem ent and dosuco re pieces at openings as required for strength, ntinuity of deck, and suppot ofcz
oterwark.
•s
E.
Comply AM AWS requirements and Ixoxtlures for manual shiekled metal arc Asking, appearance and quality of sales, and
'd STATE OF 4r z
methods used Mrmrrectitg welding work.
,�T
-P Is 10 '
�•��G: NDIAN?: 4'
R
Meal fasteners may be used In lieu d wdtea aing tomsten deck. Locate nan Wi fasteners and Install according to deck
dNca
manufacturers wnuen Inswctons.
zq S/ EN
O ONAL \\�
G.
R°N Sump Pans and Bump Plates: Install over openings provided in me deck and wed flamesto top N deck S pace weds
ffrrf/llllllll\\\\\\
rotroom than 12 inches °newetl ateach mmer
1, btetee res dOnrammzeemin iat Wan
lsorzees in ribs tgwan beiand pates Gnawed.
�
H.
Miscellaneous RWFgDSk< A Install Mge aria valley pates, finish daps, end enres, and reinforcing tlwnnals
valley
d ck moCede turvi wares
according toempates at cWre(s writ ten Instructions,tosisusubstrate topmviaeamnpkte deck installation.
to tion.
1. Weld moicei
1. Wild eramea achanges lnalrewond rmflsomet narsteps
THIS DRAWING AND
L
a andtMrvaseindicated.
Four 3tapsam Girder Fillamus requirecated. steelsM1eet poor stops anagiNerfillers to supporting structure according to SDI
TAINEDFERSDESIGNS
AND CONCEPTSINTELU CONTAINED N ARE
oarnmendatiao uNesa dhervnae indicated.
THE IXCLUSIVE INTELLECTl1AL PROPERTY
J.
Floor -Dade Closures flit regniado, Weld steel gavit column cosures, cell dowres, and Z-dosures to aeld, according to SDI
OF CURRAN ARCHITECTURE, AND ARE NOT
remmmendatiaw, W pmtide tightfiRitg d°wres at open ends of rind and sides of dew.
TO BE USED,WTHOUT OR WHOL OR
IN PART WITHOUT THE
THEW, WRITTEN
1,10
ROOF -DECK INSTAUATION
CONSENT OF CURRAN ARCHITECTURE.
A.
Fallen and -deck panels to deal supporting members by am spot (pnddk)Adds of the suffice diameter indicated or am seem
A 00vddLH72017.CURR4NARCHI7ECNRE
weks wM an equal perimeter Mat is rot less tM1an 1-1n inches (38 mm) Tong, and as blows:
1. Weld Diameter 5J8 inch (16 many nominal.
e eIIZIII
2. Weld Spading: Weld edge and interior dhs of deck col iM a minimum of twoxeks Per deck unit at each wppxL Space
welds 12 inches (305 mum) aped in tite field of and and 6 inches (1 b min) aped in roof corterm and perimeter based on
rem -area ae6nnams In FMG Loss Prevention NO Shea 1-28.
SPECIFIED LIGHTING
3. Weld Waenars: Install weld washers at each said l«atiPn.
OFFICE RENOVATION
B.
SiteLapand Perimeter Edge Fastening: Fasten age laps and perimeter edges of panes between supports, at Messes rot
exceeding1the lesserdom-half of the span 036 tdtes (914 mm), and as follows:
Mecnanicalryrasten wM selwrillire,No.19(4amm.l aiamheterorlamer, daman3tea sd,ews.
101 EAST CARMEL DRIVE
C.
End Bearing: Install deck ends over support flame with a minimum end heart of 1-112 incites (38 men), At end pints as
Mims,
CARMEL, IN
1, End Joints: Lapped 2 itches (51 mm) minimum.
1.11
FLOORDECKINSTALLATION(IF REQUIRED)
A.
Fagan floor -deck panels W steel supporting members by am spot Medical welds of Ma surface diameter pndoeted and as
(allows:
1. Weld Diameter 3l4 inch (19 mmj, nominal.
2. Weld Spacing. Weld edge dnddpanelsat eachsWpad Space a tltltlionalwelesan average of 12 inches(305mm)apart.
B.
Sade-Lep and Perimeter Edge Fastening: Fasten side laps and perimeter edges of pangs between suppaW, at intervals mot
seeding the IesaerNaheJ if Nte Egan w38 inines(914 moss, and as Mims:
1. MccNnicallyfastenwMwlf-ddllimg,No.10(4.8-mmo)diamreterorlaryer, arbq teelswem.
C.
End Bearing: Install deck an& over suppxtiy flame with a minimum end bearing of 1-112 inches (38 mm), AM end jet= as
follows:
1. EndJtiMa: Began.
D.
Pour Stops and Girder Fillers: Weld steel shear lour Sops and girder fillers to supporting structure according to SDI
mandatiarre unless d ermse pndiwted.
E.
Flow-0ew Closures: Weld Acel shoat column doeures, cell closures, and Zdowres to deck, according to SDI
recommendations, to provide tight-fiRkt dosures at open ends of pass and seem ofdeck
1,12
FIELD QUALITY CONTROL
A.
Testing Agency: Operated engage a qualified testing agency to peffomm tests and inspections.
B.
Field wake will be subject to pmspecoom
C.
Prepare teat and inspection floods
1,13
PROTECTION
PERMIT SET 07/10/2019
A.
Galvardi ng Barre : Prepare and Repair damaged galvanized coatings on boat surfaces of deck AM galvanized repair paint
according to ASTM A 783/A 780M and manMacturerss ¢dtlen instructions.
9.
Repair Painting: Wire brown and dean rust spds, welds, and alreded areas on boat surfaces of pnmapaMed deck
immea tely anerinstallation, am apply mpab paint.
170053
SPECIFICATIONS
S603