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<br />1liICKN~SS (.oeO. 1lil(;~) COIL STEU AS t,lANIJF~CruR[O
<br />8Y pg~S SItE\. ANO WRE POROUCl'S. IN<:. S~E\. ()l14)[
<br />Sli}U. St ASThI M70 GRADI C ry .. 40 k$J. j
<br />,
<br />
<br />2. Sll.ORt AS RlQl.}lREf) .TO CWPEN$A TE FOR DEAD LON>
<br />CUtECnCN ON NON-ClJR~O UASONAY,
<br />
<br />J. utir[tS TO 6( USED Vltm BRla< OR C~CREfE J.lASONRV
<br />UNITS KA\\Na A "'lNIJAJ~ (m A$ SHO'fIf. UNT[l$ NOr TO
<br />BE V$(O ~1lf ~'rl~SlJ1J. .VNaVRNEO ClAy, 6t;RNT ADOBE OR
<br />CA\HY W}U. CONSfR1..I(;nON.
<br />t. Sf(U 9JRfA<tS IN CONTACT v-tlli GROOT MO/OR ~oorAR
<br />SiAtL at UNPAlNTEO AND fREt (# MAfERf.... lliAT WGHr
<br />iNHJ~ r e.oNO,
<br />~. B!AAiOO EAOi END SllAlt. BE J. PLUS OR "INUS '-.
<br />a€AAINO ;$HN..L. at Oti A ~INLMI,JM. a. OEEP CROOTEO cnL.
<br />EX(:fPt mAt UNf(t.S 8P~2~"&.). '12C.16C. MO 1..1IHELS
<br />ePS1.$...a MAY ~AA Ctf ',fl.. nilCl< t.lINiUUU fACE SJ1ut..
<br />6. frO: 1o,(jc;f psi 'f.rAS~Y VNtTS ~AlL coNioou TO ASN
<br />C90. CRAO€ N. .
<br />", 1, ~oot: 2.000 psi. SlVMP RANCE: a- TO 11-, ROO GROUT
<br />At)EQl)AID..Y TO (NSi.JR( CONSWOAnON or CRour (NO
<br />AiR POQ<(fS). CRour- SHN..L COt-.IPt.'f Vttlli Asm C476-eJ
<br />MO BE 01l1ER COOA~ ~ fiNE GRoor.
<br />a, ~OfHAA: TYPE "S. 1800 psi.
<br />9. TOP R(INFORCIN~ TO COttPly wrn saoo ssm 10-9.',
<br />1 16 OR 2 15 ~lNlJ,fU~ PER TABlE 2~11 2. OR J,
<br />AACHlTEcruAAL OR E.NQNEERlNG RECifJ1R04(lHS MAY
<br />REQUIRE "'~E RElNf'OOQNG Oim 2 f!5. R(JNFORCING BAAS
<br />SHALL C9~Pl y \'II lli ~sm MU GRN)( W ~INl!.lI,JP.f.
<br />10. ATTACliJ.4ENTS TO TOP OF WALL PER AACHlTEcruRAL ANO/
<br />OR ENCINEERING ORAWNGS.
<br />11. sn:n snRRUPS SHAll COhFORM TO Asm A82 Fy ;II 60
<br />ksi M1N~UM. STIRRUPS SHN..L B€ 1/"- OfN4ETEA S~OO1li
<br />ROO AND SHAll BE FABRlCAT'EO SUOi mAt 1l1E snRRUPS
<br />.iA'tt: SPR1N<l MO !"ENO TO ~(PJ}JN IN OiE HOLES IN n~E
<br />UNT[L OUE TO niE SPRING, STIRRUPS SHAlL HOOK J/.-
<br />AND FH INfO HCU IN UNTEl VERTICAL LEG AS SHO'fI-4.
<br />snRRUP PlACEJ.fENT (FOO 8PS2.~ REINf'ORCED UNlELS ONLV)
<br />12- onp UNTEL - 11 SflRRUPS AT .- O.C. EACH END,
<br />1&-. 20., H", OHP UNTElS - & snAAVPS AT 8- O.C, EACH END.
<br />snRRUPS SHALL aE 1 1/2- ClEAR FROPJ TOP Of CROUT,
<br />1'2. PUU: flRsr SnRRUP .- FROM FACE Of J....-.t8 AS SHOYtN :t 1".
<br />
<br />8PS1.~
<br />Sm..,. 3 .152 IN J
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<br />SPEC INFO
<br />
<br />,. PROOUCT N,lJAE
<br />
<br />POnf.R UN rns. ~.fmlJF ACruRfO. ENClNH.R
<br />DESIGNED, ~roJLAA Sl'EEl UNT!lS OF HIGH
<br />SlRENOOi 'ilHl.S FOR USE IN COOeRE fE BlOC!<
<br />MO aRlCK ~JASONRY COl-tSrR1JCTION,
<br />2. M,A,NUFACruRER
<br />".,,~S S'f[!'\' ffiOOOOrS
<br />~'la EAST (L'M)()() STEEL
<br />PHC€Nlx. ^,~IOOA 86040
<br />PHCfiE (602) 4,}'1-1160
<br />F~ (60'2) 4Jl-~409
<br />J. lEOmlCAL DATA
<br />
<br />1 16~-
<br />
<br />CAHUSO
<br />TUHLEY
<br />SCOTT
<br />INC.
<br />
<br />POr,(RS UNIUS HA~ BU,N DESIGNED IN
<br />ACCOROMCE V.ni Tlit: FOlLO'MNG:
<br />
<br />
<br />12 GAGE .~~t tit
<br />S fEEL "Je _ S
<br />
<br /><',l
<br />~LLj,
<br />
<br />con~mltinf
<br />etructura
<br />engineers
<br />
<br />" 5800 OEVJED TO COMPLY - 1993
<br />" ST ANDAAO BUILDING COOE - 199J
<br />" AtSl UGH GAGE C<<D FOOUEO
<br />STEEl OESCH - 1990
<br />" u.a.c. - 1991
<br />4a PROOUCT OE5CruPllON
<br />
<br />~
<br />
<br />llQ2 1t.r i) WII Si ~
<br />S,J.. ;;30
<br />,~... .Vl>~ li.1~
<br />,~) 912. il20
<br />,51:'-2) PHJ90 (r.AJ.)
<br />
<br />, 1
<br />\ 2
<br />
<br />3" 'JIM'JL Y DEP 111 OF ,,.ASC1-iRY
<br />t5 IAIN,lILY IN 3" DEEP 80."10
<br />BEAY - CGNf.NU!)JS AROOND
<br />TCP Cf HALL lAP 24" AS OCCtA<(
<br />CROlJ T SOUD
<br />',t.PTIOl RE:ltof'ORClNG
<br />AT JAYB PER ARCH'l/ENON
<br />GR A IV,N(,-S,
<br />Nor A PART (F ~.aCCl L1ST;NG
<br />
<br />SASlC USE: POOE.RS UtH(LS ME OESlGNED FOR
<br />uSE AT lOC A nOl-tS MiE.RE PRECAST CONCRETE,
<br />mcu: iRC<< NI) I ~A.I,fS ARE NORtJAlL Y USfO.
<br />}[)VNfTAf.'--S: PO~RS uttTHS ARE UCHTffi IN
<br />i\-'Elcur AND EASIEIl TO HANDlE l~im UNTELS
<br />~,o.oE FRO,.. 'STANDARD SIRlJCruRAl <::)iAPES,
<br />sums Of' 1l1ESE UNTUS INTERfERE AS UTQf
<br />AS PVSSl8lENrn niE lAYlNG CY ~ASONRV, NO
<br />WHiNG (;f STANOAAD SIlt: !.fASONRV UNITS IS
<br />REQlJlRm ~D AND SPEQAL SHAPES ME NOT
<br />NEcrS'SAA'f,
<br />SA ~NCS )J.(:( POSSiBLE IN SEv(RAl AREAS:
<br />PRiCiNG Of POY'f€.RS utnHS CO~PMES f'A'.-()R-
<br />N3LV '\\fOi CONVENTlO....AL UNTELS; lliE COST
<br />Cf' f'ABRICAnON OFf'-SET TO SO~E DEGREE BV
<br />lliE CUSTOf.f DESIGN lliAT CREATES ll1E '-.AOST
<br />HFlOUH SHAPE fROU HICH SrRENGni STEEL
<br />UQiT VlE:lGHT lJNTElS ARE FASTER ,&,NO EAS!ER
<br />TO ERECT, I.fASONR'( l3lJllT-1N AAC4.iND UNTELS
<br />GOES IN EASlER ,v.tO F AS TER.
<br />lJW T A nONS: ?O~s UN TELS '.'RE ONL v U,.t1 lE.O
<br />SY niEJ.A spm ANO LOAO C,iAAYiNG AS DEII.R-
<br />WNlO BV It. sn~.JCl1JRAl: ENGNE.ER UnUllNG niE
<br />MNifJFACruRER'S SP....... TABLES mo on1ER
<br />STRfJCruRAL CHARACTERISTICS Of ll1E UNrEL
<br />sums.
<br />SIZES: p.fmUFAC1'URER STOC-KS ,ill UNTEL
<br />LENGrHS IN INCRfJAUHS Of' .- FRO'" 2' TO lS',
<br />~. INS r ALLA nON
<br />
<br />POVwffiS S IIEl ARCH UNlEl
<br />
<br />3
<br />4
<br />
<br />
<br />5
<br />
<br />2' -0- TO 6'-0-
<br />AACH OPENg.,(G
<br />
<br />NOTE
<br />DIJE TO CONTINUOUS TOP ,s,
<br />CONTINUOOS POM:RS STEEL
<br />LINTEl IN BOTrC~, AND 5QID
<br />GROUTED ,VALL. 0-( AN,\L Y'3lS
<br />Cf' 0'11$ UNIH/'HSOttRY
<br />ASS(M8L Y CAN 8E 8ASED (iN
<br />n4[ L-2 liNrtl (8PS2.5-8C)
<br />LON) CARR'fING CAPACITY, FOR
<br />niE AACH OPENING DISTANCE.
<br />
<br />EXA.V.PtE'
<br />fOR A 12' - O"MNDO'N OPENiNG
<br />AND A CORRESPONDING 0'-0"
<br />ARCH OPENiNG niE LO,~ CARR WJG
<br />CAPAOrV IS 71'1/FT (BASED CN
<br />, L-2 UNrEl. a" ()([p ~oor.
<br />6'-0" SPAN (8PS25 -8C)).
<br />
<br />,
<br />PO~RS UNTRS ME INSTAllED IN ACCOROANCE
<br />. 'M1li srANOAAO CONST~cnON PAACOU5. SEt
<br />TO PROPER UNE ANO lE\n~ f\.UHB },NO TR1JE.
<br />}liO IN COORECT RnAnON TO OOiffi '/J(:RJ<,
<br />ntiUf SllJCCO IS US!O Ct~ 1l1E EXTERIOR (y fliE
<br />smvCftiRt m AOOtOON)L BONOINO AGEijf TO 01[
<br />$l\J~Q IS Re:C~t.,{UiOEO 0<< ltlE E~O~O'
<br />POAOf)N Of STIr\. UNlEt TO, INCRe:A~ SONOINO
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<br />PGS
<br />OATE
<br />8/16/94
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<br />
<br />8. GUARANTEE
<br />
<br />POI'i(RS UNl'ElS AAE ruLlY CVAR}.NTUO ANO
<br />iNSlJREO ,&,G}JNST P.lATERtAL DUfcrs ,&,NO P~
<br />f'AcrooV j;()RKP4,&,N$HIP f'OR A PER100 Of ONE
<br />i'[AR fRO!.f DArE Of PURCHASE, PROPERLV
<br />ENQN!(R(O FOR lHE PAAnCVLAA SPANS ANO
<br />LOAOINGS. PO'll(RS UNTUS WU LAST I11E Uf'E
<br />~ T1iE 8l....,LDING.
<br />
<br />1. ~.fAlNTmANCE
<br />
<br />SiNCE POVtERS STEEL UNTELS ARE !.fANVFACruREO
<br />FROM OALVANll[O SlHl. AfrER niE INtn},l P}JNT-
<br />iNG nit: llNfElS \"Ill REOOIRE REPAlNnNG OOLY
<br />MiEN ll1E BlJfLOlHG ITSElF REQUIRES S1JQt PJ,l,lN-
<br />TENmCf:.
<br />8. TEamlCAL SERY1CE
<br />l'ECHNlCAl ASSiST.&lKf 1$ AVAUBtE FROf~ fli!
<br />P.I,&,NUF ACTlJRER ON SPECIAL DE~GN PR08tViS.
<br />9. flUNG S'r~YrEM
<br />UNIFcro.A SYSTnt - Dt\4SlON ~,
<br />10. SHOAT FORN SPEOflCAllOOS
<br />
<br />AT Tl1E PJASONRV W}U U:>ENINGS iNDlCATE.O
<br />ffi SPECiflf.O flJRNISU )H) INsrAlL P'O'fl{RS
<br />UNlELS AS PJmUFAcruRlO BV PO'MRS STEEL
<br />PRro.JC1S. PH(VtIX, AA1l00A
<br />
<br />1,. maNEERING
<br />STRlJCruRAL E~iNH.R roo ll1ESE UNlfLS IS:
<br />CARUSO. llJAU:Y. SCOrf INC.
<br />2'102 No..-th 44th Stfe<)t &Jfte 200
<br />Ph~r)t. ArlzOf1a MOO8
<br />Phone No. (602) 912-9120
<br />Fox (602) 912-9390
<br />IF AN INSPECTORr'cOtHRACTOR, ~BCONTRACTOR.
<br />OR J>t..AAS EX)..MINER HAS ANY QUESTIONS Pl.EAS1:
<br />CALL PAUL scorr (80'l) 912-9120 (COt1.[CT).
<br />
<br />PATENT NO. 470'76156
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<br />
<br />REVISIONS '. .
<br />
<br />,
<br />8-JO~93
<br />1 O~tS'7"93
<br />10-1J-9~
<br />10-10-9.3
<br />12-01-93
<br />t
<br />12-1J-:-9}3
<br />2-21-91
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<br />. ,.. ~(INFORCINO AS.~HEQUIRED IN saccI ssrD 10.....93 fAaL~
<br />.~ "OESICNEO ro COMPLY '^,ni saCci'bOC~M'l!r\d(:" 206 Rf. . . ,:' '.' ...... .
<br />"STANDARD FOR HURRICANE f~E;slstANr I~ESIOENTAIL
<br />CONSTRue nON. SSTD, 10-93", SEe rJofe~.
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