|
<br />GENERAL
<br />
<br />N 0 -rE S
<br />
<br />ALL SUBCONTRACTORS \.'ILL BE RESPONSIBLE Of MEElINO ACTUAL BUILDING CODES
<br />ALSO SHALL FIELD VERIfY ALL THE MEASUREMENTS
<br />I. CODESl
<br />U FLORIDA BUILDING CODE (2001)
<br />1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-99)
<br />1.5 'DESIGN SPECIFICATION rOR LIGHT METAL PLATE CONNECTED \JOOD TRUSSES'
<br />BY THE TRUSS PlATE INSllTUTE (1pD LATEST EDIllON.
<br />2,0 DESIGN CRITERIA
<br />21 DW'ELLING FLOORS- 40 PSf LIVE LOAD + 15 PSF DEAD LOAD
<br />2,2 BALCONIES - 40 PSf LIVE LOAD +15 15 PSf DEAD LOAD,
<br />2,3 ROOF OVER LIVING AREAS - 30 PSf LIVE LOAD, 11 PSf (7 PSf TIC !. 10
<br />PSf B/C) OCAD LOAD F DR SHINGLE ROOF SJ 25 PSf (15 PSf TIC!. 10 PSf B/C)
<br />OCM LOAD FOR CONCRETE lILE ROOF,
<br />2.4 W'IND 130 MPH, 3 SECll'lD GUST, EXPOSURE 'B', IMPORTANCE FACTOR 1.0
<br />2,5 NET UPLIFT DEAD LOADS 10 PSF SHINGLE) 15 PSf llLE,
<br />6, W'OOD
<br />6.1 \.IOOD STRUCTURAL FRAMING MEMBERS
<br />VALL STUDS
<br />TOP AND BOTTOM PlATE
<br />BOTTOM PLATE IN CONTACT VITH MASONRY
<br />I JOIST SQUASH BLOCK I,
<br />TRUSS BRACING AND BLOCKING
<br />fURRING A. B,U,C. STRIP
<br />
<br />-SPF STUD OR CONSTRUCTION GRADE
<br />-SPf STD t BTC
<br />-113 SYP PT
<br />-SPf STUD OR CONSTRUCTION GRADE
<br />-sPf STUD OR CONSTRUCTION GRADE
<br />-~j SYP PT
<br />
<br />(UNLESS NOTED I:1THERIJISE ABOVDII2 SOUTHERN YELLO,*, PINE VITH AN
<br />AN ALLO\.lABLE BENDING STRESS (Fb) PER NOS - 91=1250 PSI AND A MODULES
<br />[J' ELAST IClTY - 1.600,000 PSI
<br />
<br />6,2 DESIGN, fABRiCATE AND ERECT \,1000 TRUSSES IN ACCORDANCE \,lITH THE
<br />'DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED \.IOOD TRUSSES' BY
<br />THE TRUSS PLATE INSTITUTE, LATEST EDIlION, HIB - LATEST EDITION AND tlST-
<br />LATEST EDIlION
<br />
<br />6,j ALL EXPOSED "'ODD OR \,IOOD IN CONTACT W'ITH EARTH OR CONCRETE TO
<br />BE PRESSURE TREATED,
<br />
<br />6,4 ROOF SHEA THING' (APA RATED EXPOSURE I) 112' PL Y\.IOoD DR 7/16 OSB
<br />MINIMUM SHINGLE OR TILE,
<br />
<br />65 UNTREATED \.'000 SHALL NOT BE IN DIRECT CONTAct I.'ITH CONCRETE OR
<br />MASONRY, SEAT pLATES SHALL BE PROVlDE.D AT BEARING LOCATIONS \.'ITHOUT
<br />I.'OODEN TOP PLATES
<br />6,6 5/9' X 7' EXPANSION BOLT OR 112' X 8' A,B. BOLT M.AY BE USED
<br />INT ERCHANGEABL Y
<br />6,7 FOR RETRDflT STRAPS \lITH MASONRY SCRE\,IS USE (1) - 3/l6' T X 114'
<br />LONG MASONRY SCREI.' FOR EVER (2) - 10d NAILS,
<br />6,8 SIMPSON PA51 EMBEDDED STRAPS MAY BE REPLACED USING SIl-lPSON HT S48
<br />ST RAPS W'ITH 20 - 12d NAILS tHRU SHEA THING 8. INTO SlVDS ABOVE A. (0) -
<br />3 1/6' T x I 114' LONG HASONRY SCREVS,
<br />6,9 8d NAILS ARE RECOMMENDED fOR ALL SHEATHING NAILING, IF 099 DIA
<br />NAILS ARE USED ALL NAILING pATTERNS SHALL BE HODIRED TO THE FOLLo'.!ING
<br />SCHEDULEI (SEE 1/S6. FOR LOCATIONS IF APPLICABLE)
<br />
<br />W AL15
<br />
<br />A. NAIL AT BASE J,5' 0,(, \,I/6d BOX NAIL
<br />B. NAIL AT TOP PLATE 1.5' 0,(, 1J/6d BOX NAIL
<br />C, NAIL OPENING PERIMETER I!! IS 0,(, \,I/6d BOX NAil
<br />E, ST AGGER ALL YERT, JDlNT S 8. NAlL @ 2'0(, '" 16d BOX NAIL
<br />r, NO SPUCE @ HEADER - NAIL SHEATHING TO HEADER \.I/6d BOX NAIL @ 2' 0,(,
<br />
<br />ROOf
<br />A. 2' o,c, BOUNDARIES,
<br />D, 3' 0,(, EDGES
<br />C, 6' 0,(, FIELD
<br />
<br /><3
<br />cl
<br />U
<br />vi
<br />
<br />F OUNOAT ION NOT ES
<br />
<br />3,501l
<br />3,1 MINIMUM ALLOVABLE SOIL PRESSURE 2000 PSf,
<br />nl MOoterlol sholl be conpOocted to 951, Oond tests ore r~qulred for oll fill of 24' or !'lore
<br />Meosured fron the existing graele to the top of fill, All skudural foundations sholl be
<br />(Qrrled to existing gro.cle,
<br />4, CONCREH:
<br />U CONCRETE COMPRESSIVE STRENGTH AT 29 DAyS, 2500 PSI (NORMAL \ltIGHT)
<br />4.2 RElNF ORCING BARS' AST M MI5 (GRADE 40)
<br />4.3 \,IELDED \.lIRE F ABRIe (\,I\.IF)' ASH4 Al85
<br />
<br />4.4 DETAIL REINF ORCEMENT IN ACCORDANCE I.'ITH ACI 315,
<br />4,5 CONCRETE COVERAGE Dr REINFORCEMENT' FOOlING 3' BOTTOM AND SIDES,
<br />
<br />4,6 EARTH SUPPORTED SLABSI (INCLUDING EXTERIOR \,IAlK AND DRIVE SLABS 3
<br />112' THICK MIN" REINf oRCED \,11TH 6 X 6 - It t4 x '" 1.4 Wf A T MID -
<br />DEPTH OF SLAB, FIBER MESH MAY BE USED IN LIEU [J' \.I\,IF AT CONTRACTORS
<br />OPlION
<br />4.7 CoNCRElINO OPERATIONS SHALL COMPLY \.'ITH ACI STANDARDS,
<br />
<br />4.9 LAP SPLICE SHALL BE AS FOLLOVS 15 BAR 25', tl4 BAR 20' 113 BAR IS'
<br />
<br />4.9 SOIL TO BE TREATED FOR tERMITES PER FBC 2001
<br />(SEE TERMITE PROTECTION DETAIL PAGE>
<br />
<br />GENERAL MASONRY NoTESI
<br />I, MASONRY UNITS' lAIJ ASTM C90
<br />2, MORTARI lYPE M OR TYPE S IA\J SBc TABLE 1402,8 IS REQUIRED 10 BE
<br />lYPE M OR lYPE S,
<br />3. GROUTI 3/B' MAXIMUM AGREGATE, B' - 11' SLUMP 2500 PSI OR ASTM C476
<br />
<br />4. CDNCREm 2500 PSI kIN, COMP STRENGHT AT 29 DAyS FOR FOOTINGS'
<br />2500 PSI f OR SLABS ON GRADE.
<br />
<br />S, REINFORCING STEEL, GRADE 40 MIN, AND IDENTIFIED IN ACCORDANCE \v'ITH
<br />ASTM MIS, M16, 1>.70
<br />
<br />TYPICAL PLUMBING DETAILS
<br />,~~ l~ -,
<br />
<br />
<br />
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<br />CO~ROl \ ~ .-.
<br />4r- I" ~
<br />
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<br />1,/00
<br />
<br />-,
<br />
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<br />~ r~
<br />
<br />~.:\ ~ ~
<br />C] ~~l
<br />
<br />SHOWER CURB
<br />
<br />4 TMK CONe,
<br />~'MI'
<br />LONG flfl(R
<br />MeiH O't ''xl:'
<br />'Ax' ,4 WWT'
<br />
<br />5HCl'/;tR eNCl.
<br />I ?m:o GI.AOOI
<br />V- ''xI'1lA5l!
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<br />~r
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<br />8'x1Y CO~
<br />F1G\'.fI-l'
<br />~COIIT,
<br />
<br />z
<br />
<br />.
<br />
<br />-t 20" MIN, lAP t
<br />
<br />A/J^^/)~~~x(YYX
<br />""--1t3 OR #4 REINFORCING BAR
<br />#3 & #4 LAP SPLICE
<br />
<br />TRUSS STRAP
<br />RETROFIT CONNECTOR
<br />
<br />~~~"'."",~;
<br />~~
<br />~>', ~
<br />VV
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<br />II
<br />
<br />TYPICAL
<br />USP MTW20
<br />Installation
<br />
<br />,;)rjJS
<br />",-#
<br />
<br />~~
<br />~~
<br />90 HOOK DETAIL ."AP",/
<br />@ K,O, BLOCK. .. ~PVI /' :
<br />'/'< ~
<br />s~.. ~~' @
<br />~# , .
<br />rP' ~~9f6- REBAR rRO~ ~
<br />
<br />-......"
<br />
<br />4- 1/4 X 1 5/8'
<br />USPTA CONS
<br />
<br />7 5/8"
<br />l\
<br />
<br />7 5/8"
<br />l\
<br />
<br />8"
<br />V
<br />
<br />""
<br />
<br />f 25" MIN, LAP t
<br />
<br />X/'/XX7~~Y/V
<br />
<br />#5 LAP SPLICE
<br />
<br />- ..... -=' --
<br />:- -:- ,:- --
<br />-::-.....-:-
<br />
<br />. I,,"'~ ::",,~'.,;. ~~::~.~~,.,',.,
<br />. ~~":~"'''\'., ';""''\
<br />~,:,~,l'!::'~;:';~:;';"~""'"
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<br />
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<br />. , ,. .
<br />.
<br />, .. ,
<br />
<br />~
<br />
<br />36" MIN. lAP J
<br />I
<br />/ /y~~ /~~E:~:::~ X/
<br />#6 LAP SPLICE
<br />
<br />i
<br />
<br />~
<br />
<br />1"7 )<J<J J )<J<J J ^ x /. Y xx/ Y7-.
<br />
<br />~ ~l<X
<br />itS REINFORCING BAR
<br />R 1 7/8"
<br />#5 STO, 90 HOOK
<br />
<br />10"
<br />
<br />8"
<br />
<br />7 5/8"
<br />l\
<br />
<br />/ I
<br />
<br />8"
<br />
<br />INTERIOR
<br />
<br />--------
<br />
<br />O SOLID AREAS
<br />/ ARE STEEL AND
<br />o GROUT
<br />WALL\, [jf /f--SAW CUT TO 10
<br />
<br />
<br />S. - -G li}f- - DOOR OPENING -
<br />
<br />J [j] "'- FILL THIS CAVITY WITH
<br />WALL li1 GROUT FROM FINISHED
<br />o FLOOR GRADE TO
<br />o LINTEL ABOVE
<br />
<br />
<br />- -------
<br />
<br />1ST COARSE
<br />
<br />- 1----- - - - - - -
<br />
<br />D
<br />D '
<br />1/2"'i] r~SAW CUT TO 10 1/2"
<br />
<br />-GHiJ-- - DOOR OPENING -
<br />
<br />-
<br />
<br />j] ~F1LL THIS CAVITY WITH
<br />>---0' GROUT FROM FINISHED
<br />FLOOR GRADE TO
<br />[]_ L1NTE~BOV~ _
<br />
<br />kill
<br />D
<br />i/
<br />-IGf{IJ - - DOOR OPENING-
<br />Irj]~-FILL THIS CAVITY WITH
<br />~O l GROUT FROM FINISHED
<br />FLOOR GRADE TO
<br />D LINTEL ABOVE
<br />
<br />3RD COARSE
<br />
<br />-s.
<br />
<br />EXTERIOR
<br />
<br />2ND COARSE
<br />
<br />-
<br />
<br />SOLID AREAS
<br />ARE STEEL AND
<br />GROUT
<br />FULL 8x8x16 BLOCK
<br />
<br />MASON TO LAY BLOCK AS SHOWN ABOVE, EVERY COARSE MUST BE BONDED TO
<br />THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS
<br />TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN,
<br />
<br />~1ASONRY
<br />
<br />TERMI-rE
<br />
<br />104,2,G
<br />A wetlther reslsttlnt Job site posting botlrd shtlll be provided to receive dupllctlte trelltl'lent
<br />certificlltes IlS etlch required protective tretltMent Is COMpleted, providing 11 copy for the
<br />
<br />person the peri'llt Is Issued to Ilnd other copy for the building perMit files,
<br />
<br />The TretltMent Certiflcllte sho.ll provide the product used, Identity of the tlpplictltor,
<br />
<br />TiI'Ie Ilnd Dtlte of the trelltMent, site loclltlon, o.retl treated, cheMical used, percent concentration
<br />
<br />tlnd nUl'lber of gllllons used, to eSto.blish a verlfltlbte record of protective treatMent
<br />If the soil CheMlco.l btlrrler Method for terMite prevention Is used, flntll exterior treo.tMent shtlll
<br />
<br />be COMpleted prior to flno.l building Ilpprovll!.
<br />104.2,7
<br />A perMo.nent sign which Identifies the terl'llte trelltl'lent provider Ilnd need for re-lnspeci;lon
<br />o.nd treo.tMent contrtlci; reneto.l sho.ll be provided, The sign sho.ll be posted neo.r the
<br />
<br />Wll ter hell ter or electlc po.nel
<br />1403.I,G
<br />In order i;o provide for Inspection for terMite Infestlltlon, cleo.ro.nce between exterior WillI
<br />
<br />coverings tlnd flno.l ec.rth gro.de on the exterior of 0. building sho.ll not be tess tho.n 6' Inches
<br />\r'lth the following exeMptlonsl
<br />1- Po.lnt or decorative ceMentitlous finish less tho.n 5/8' Inch<l7.!MM) thick o.dhered directly
<br />
<br />to the Masonry founcltltion side wo.ll
<br />
<br />2- Access or vehicle rlli'lp which rise to the Interior or finIsh floor elevation for the width
<br />
<br />of such ro.Mps only,
<br />
<br />3- A 4-lnch (102 i'lM) Inspection spo.ce o.bove po. tio o.nd garage slo.bs entry o.reo.s,
<br />
<br />4- If the ptltlo has been soil trellted for terMites, the finish elevo.tlon May Mo.tch the building
<br />
<br />Interior finish for etevlltions on Masonry construction only,
<br />5- Masonry veneers,
<br />1503.4.4
<br />Condensate lines tlncl roof down spouts sho.ll discharge tlt least 1 foot (305 MM) Ilway frOM
<br />
<br />structure, side wo.lll whether by underground piping, to.ll extentlons, or splllsh blocks, gutters
<br />with Downspouts Ilre required In Illl buildings with ellves of less tho.n 6' Inches <152 I'In)
<br />horizontal projection except for go.ble end ro.kes or on tl roof o.bove Ilnother roof,
<br />
<br />Irrigation/sprinkler systeM o.nd risers for sprllY heo.ds sho.ll not be Insto.lted within 1 foot
<br /><305 MM) of the building sldeto.l!.
<br />181G.1
<br />TerMite protection shall be provided by registered terMltleldes or other o.pproved r'lethods
<br />
<br />of terMite protections lo.beled to for use os 11 preventative trea tnent to new construction.
<br />If 5011 treatment IS used for subterranean termite prevention
<br />18IG,I.1
<br />- If soil treatMent Is used for subternneo.n terMite prevention, the Inltllll cheMlellt soil,
<br />treatMent Inside the foundation periMeter sho.ll be done after all excavation, backfilling c.nd
<br />COMpaction Is COMplete,
<br />181G,I,2
<br />- If 501\ tre~tMent Is used for subterrllnelln terMlte prevention So~ Ilrell disturbed Ilfter InItilll (heMlc~1
<br />5011 trelltr1ent sholl be retreo.ted with 11 cheMiclll 5011 treo.tMent, Including sptlces boxed or fDrMed,
<br />
<br />LAYOUT
<br />
<br />PROTEc-rION
<br />
<br />/8IG.I,3
<br />- Spo.ce In concrete floors boxed out or forMed for the subsecuent Insto.llation of plUMbing traps
<br />dro.lns or o.ny other purpose sho.ll be crellted by using pto.stle or Meto.l perMnently plo.ced forMS of
<br />
<br />sufficient depth to eliMlno.te Ilny p{o.nned soil disturbance Ilfter Initia.l CheMico.l soil treo.tl'lent,
<br />18IG.I.4
<br />- CheMico.ll y tretl ted 5011 sho.ll be protected wi th
<br />
<br />11 l'IiniMUn 6 Mil vapor reto.rder to protect ago.inst ro.info.ll dilution,
<br />
<br />If rainfall ocurs before vapor reto.rder pto.ceMent, retreateMent Is required, Any work, Including p{l1ceMent
<br />of reinforcing steel, done Ilfter cheMic III treo.tMent until the concrete floor Is poured, sho.ll be done In such
<br />
<br />Mo.neer IlS to a void penetrll tlng or dlstublng treo. ted 5011.
<br />181G,1,5
<br />- Concrete overpour or Morto.r o.ccuMulated Illong the exterior foundo.tion periMeter sho.ll be reMoved prior
<br />
<br />to exterior cheMical 5011 treo.tl"lentl to enhance vertlco.l penetration of cheMicals
<br />18IG.I,G
<br />- CheMlcIll 5011 trelltMent sho.ll Illso be applied under 1111 exterior concrete or gro.de within 1 foot <305 MM)
<br />
<br />of the priMo.ry structure sldewtllls, Also, 11 vertico.l chel'llclll bo.rrler sho.ll be o.pplied prOMptly o.fter constructlor
<br />Is COMpleted, IncludIng Inltlo.l ltlndsco.plng Ilnd Irrlgo.tlon/sprlnkler Installlltlon. Any 5011 disturbed o.fter the CheM1ctll
<br />vertletll bo.rrler Is applied sho.ll be prOMptly retreo.ted,
<br />'8IG.I,7
<br />Termite Protection
<br />- All buildings shall hllve pre-construction treo.tl'lent protection Ilglllnst subterraneo.n terMites.
<br />
<br />Tech rules tlnd tllwS esto.bllshed by the Florida Depo.rtMent of Agriculture o.nd Consuner Services sho.ll be deeMed
<br />
<br />o.s o.pproved with respect to pre-construction soil treatMent for protection Ilgtlinst subterrtlnelln terMites
<br />A Certlflcll te of COMplio.nee sholl be Issued to the building departl'lent by the licensed pest control cOr'lpo.ny
<br />
<br />thc.t conto.lns the following sto.tMentl
<br />
<br />'The building ha, received a complete tretment fO!' the prevention of subterranean termite" Treatment 15 In
<br />accordance WIth rule5 and la~ established by the FlOrida Department of ~rlculture and Consumer 5erY1Ce5.'
<br />/8IG.2
<br />Protedlve steeves Ilround Met~llk: piping penetrating cDncrete slllb-on-grtlde floors sho.ll not be of cellulDse-contlllnlng
<br />Material Ilnd shall receive Ilppllcatlon of terMltlelde In c.nnular space between steeve and pipe,
<br />2303. I ,3
<br />After all work Is COMpleted, loose wood Ilnd debris shllU be COMpletely reMoved frOM under the building Ilnd wlthln
<br />1 foot <305 MM) thereof, All wood forMS and supports shall be COMpletely reMoved,
<br />This Includes, but Is not IHted tOl wooden grllde stllkes, fDrMS, contrllctlon spacers, tub trap boxes, pluMQlng supports
<br />brllc\ng, shorf1g, forMS, or other cellulose-cOI'1to.lnlng I'1(l terlllls placed In any lDCa tlcn where such r'l1l terlo.ls ~re not
<br />ctearty visible Ilnd readily rer'lOvllble prior to conplexlon of the work. 'iDod sh~ll not be stored In contact with the round
<br />under any buildIng,
<br />Ex pt Mllterlllts whk:h Ilre of roturlllly durllble wood or Ilre pressure treated for grDund cDntllct, and Ijhlc.h Ilre
<br />ce Ion: '
<br />1nstlllled with tlt lellst 6' Inches<152 f'\M) ctellr sptlce frOM the structure to IlUDIf fDr InspectiDn Ilnd trelltMent for terMites,
<br />
<br />2303.1.4
<br />In order to reduce cho.nces for terMite Infestlltion, no wood, vegettltlon, StUMPS, deo.d roots, co.rdpollrd, tro.sh,
<br />or other cellulose-conto.lnlng Mo. terlo.t sho.ll be buried on the building lot within 15 feet (4,6 Mt) Df Ilny building
<br />or the position of o.ny building proposed to be built.
<br />
<br />TYPICAL LINTEL SECTIONS
<br />
<br />COMPOSIlE UNTEL SEC110N
<br />
<br />7132 " ftAlN 13M 001
<br />Lfa Ul' TO t 4'-8' LfNG1115
<br />3/a " ~MR. ~A01LG
<br />CM!'. 14'-8'l!N~TH:3
<br />
<br />r:- 7/320/'!A1NW~Cl1
<br />
<br />- '--:I.--~ ~
<br />~
<br />~~ \
<br />00 "
<br />
<br />~ ~ \
<br />
<br />,.
<br />
<br />I 15 BAR. CONTINI.JOO
<br />CONCW e fllOCK 'KNOCKOIJT' COURSe
<br />V
<br />C~ ~ND 'U' Kl'Il n F1llro WI CONCwe
<br />~ (2500 ~ !II 26 DAYS)
<br />
<br />~
<br />
<br />
<br />
<br />~ ~~ \ . J v
<br />
<br />.-I--"TI.-
<br />""" r------ '1\' MR5 (MAIN ~INr,)
<br />'- , 5~e 50lt:DULe
<br />~ 1 II I, 1 1/"" ....L
<br />~ ; r ~ '" .'" eM5 sef 5Ct1f04Jlt
<br />PRE CAST CONCRE1E
<br />
<br />PRE STRESSED CONCRE1E
<br />
<br />-[ ,;-"
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<br />~ I
<br />
<br />In .~
<br />~ ~~
<br />
<br />7132' 5TIR.RUr5 f) 4'-0' O,C
<br />t----- lnIGTH50VU. '4'-8' (TieD
<br />OR WtlDeP)
<br />
<br />713 2' rtAiN eM 5TIRIM'S
<br />~- --- (POSllTIONtR51 0 4'-0' O,C.
<br />(Tlfe OR wnoeo)
<br />
<br />· '\. --- 2 5 TJV,NDe 711 " - I W1PJ:
<br />'\. 5~S RrurveD 250 r.N
<br />7 5/8' "" rPJ:51Rf55INGcAm
<br />
<br />P~ CA5 T 'U' fllOC~ (5~t DtlAIlJ
<br />
<br />14 BAA ADDEO TrlRU V UNl11 to
<br />SUPPOR.TS IN SFANS GRJ:AltR.111AN '2'-0'
<br />
<br />Sl'ECIFlCA nONS
<br />,. eAR. Sl~tL SHAlL (If MIN, G;:Aoe 40, DefO"WEO!:XWT Wlir:Rf /'!AIN
<br />eARS (liOOrJ:D !'OR OOND I\NCHORAGt) An 5ftClFICAlJ.Y f'tF:Ml11tD,
<br />2, CONCwe r~ CAST M~M&R5 TO Be MIN. 4000 PSI @ 26 DAYS,
<br />
<br />~
<br />"
<br />M
<br />
<br />.", eARS Pr:R. ~1rD\J\.J:
<br />
<br />LINTEL
<br />LENGTH
<br />
<br />2 -10'
<br />3'-6"
<br />4'-0"
<br />4'-5"
<br />5'-4"
<br />5'-10"
<br />6'-4"
<br />S'-8"
<br />7'-5"
<br />8'-4"
<br />9'-4"
<br />10'-6"
<br />11'-4"
<br />12'-6"
<br />13'-4"
<br />14'-0"
<br />
<br />REINFORCING 5Cl1EDUlf AND LOAD CAPACITIES
<br />
<br />BOTTOM REINFORCING BARS
<br />
<br />"A" MAIN BARS "B" BARS
<br />2, 7/32'" NONE
<br />PLAIN BARS END
<br />HOCKED UP 90
<br />FOR 2 1/2"
<br />2, #3 1'1
<br />
<br />R!JNfOR.CING 5CHEDUlf AND LOAD CArACtTlf5
<br />MAX SAf E
<br />CsLptAANR "A'" LOAD
<br />BAR SCHEDULE LINTEL ONLY
<br />
<br />SAFE LOAD
<br />ON
<br />COMPOSITE
<br />
<br />1,900 I1/FT.
<br />1,810 111FT.
<br />1,580 111FT.
<br />1,400 111FT.
<br />1,400 111FT.
<br />1,220 111FT.
<br />1.120 NIFT.
<br />
<br />LINTEL
<br />LENGTH
<br />
<br />MAX; SAFE
<br />LOAD,
<br />liNTEL ONLY
<br />1,000 +
<br />II / FL
<br />
<br />SAFE LOAD
<br />ON
<br />COMPOSITE
<br />3,000 +
<br />/I / FT,
<br />
<br />BAR
<br />lENGn~
<br />
<br />2 -9'
<br />3'-4"
<br />
<br />3'-10"
<br />4'-4"
<br />5'-2"
<br />5'-8"
<br />6'-2"
<br />6'-4"
<br />7'-0"
<br />7'-10"
<br />8 -10"
<br />10'-0"
<br />10'-10"
<br />12'-0"
<br />12'-10"
<br />13'-5"
<br />
<br />CLEAR
<br />SPAN
<br />1'-6"
<br />2'-2"
<br />
<br />2'-8"
<br />3'-2"
<br />4'-0"
<br />4'-6"
<br />5'-0"
<br />5'-4"
<br />6'-2"
<br />7'-0"
<br />8'-0"
<br />9'-2"
<br />
<br />10'-0"
<br />1"-2"
<br />12'-0"
<br />12'-8"
<br />
<br />13'-4~
<br />14'-0.
<br />16'-0.
<br />18'-0"
<br />18'-8"
<br />20'-8"
<br />22'-8"
<br />
<br />14'-8"
<br />15'-4"
<br />17'-4"
<br />19'-4"
<br />20'-0"
<br />22'-0"
<br />24'-0"
<br />
<br />NONE
<br />NONE
<br />I/A ~ BARS
<br />2, 115 '" BARS
<br />2, 115 '" BARS
<br />2, 115 If, BARS
<br />2. #5 1'1 BARS
<br />
<br />650 111FT.
<br />650 111FT.
<br />570 #1FT.
<br />500 UFT.
<br />425 11FT,
<br />380 111FT
<br />320 11FT
<br />
<br />1,000 +
<br />II / I="T,
<br />
<br />2,100 +
<br /># / FT.
<br />
<br />NONE
<br />
<br />NONE
<br />
<br />800 +
<br />II / FT.
<br />800 +
<br />II / FT,
<br />800 /FT.
<br />700 UFT
<br />650 flFT
<br />600 '1FT
<br />
<br />2,250 +
<br />/I I FT.
<br />2,000 +
<br />/I I FT.
<br />2,000 111FT.
<br />1 800 /I FT,
<br />1 600 /J FT,
<br />1 700 /J FT.
<br />
<br />SAFE LOAD -'- POUNDS PER LINEAR FOOT
<br />
<br />No, LENOm UNfiLLED FILLED
<br />
<br />L 1 4 - 0 48 Pre cost I,B75 Lbs 6,048 Lbs
<br />L 2 4' - 6" 54" Pre cost 1,850 Lbs 4,815 Lbs
<br />L 3 5' - 4" 64" Pre cost 1,743 Lbs 4,615 Lbs
<br />L 4 5 - 10" 70" Pre cost 1 575 Lbs 3744 Lbs
<br />L 5 6' - 6" 76" Pre cost 1.565 Lbs 3.260 Lbs
<br />L 6 7 6" 90" Pre cosl 1,550 Lbs 2.887 Lbs
<br />1..: 7 9 - 4" 112" Pre cost 1,025 Lbs 1,747 Lbs
<br />L 8 10- 6"- 126 Pre cost 922 Lbs 1.333 Lbs
<br />L 9 11 - 4" 136" Pre cost 800 Lbs 1483 Lbs
<br />L 10 12' - 0" 144" Pre cost 750 Lbs 1.304 Lbs
<br />L 11 13' - 4" 160" Pre cost 651 Lbs 1,016 Lbs
<br />L 12 14' _ n" rl/;R" Pro. ...,.,..+ 585 Lbs " 909 Lbs
<br />L 13 14' - 8 176 Pre stressed 563 Lbs _ 1,341 lbs
<br />L 14 15 - 4" 184 Pre stressed 510 Lbs 1,210 Lbs
<br />L 15 17' - 4 208") Pre stressed 387 Ibs 911 Lbs
<br />L 16 19' - 4" 232") Pre stressed 269 Lbs 823 Lbs
<br />
<br />Above InforMOotlon Is bOosecl on CQst - Crete (FECP Corp,) brQnd llntels,
<br />BQsed on tests conclud~d by \,IOorner 1", Rosch, P,E. '
<br />
<br />POVER BOX LINTEL (8'><15' COMPOSITE) PO\v'ER BOX LINTEL (B'x24' COMPOSITE)
<br />
<br />2, 1/4 1'1
<br />2, #5 1'1
<br />
<br />NONE
<br />
<br />2. #5 1'1
<br />
<br />2. 113 If,
<br />
<br />THf INfORMATION CONTNN~O HtRtIN
<br />WN!J r~OOUCtD 15Y CONl ~C SOUTH '
<br />CONSULtiNG WGINttR5, OLD5MM. I't.
<br />
<br />Sold load lob:" lor C~t . CrM
<br />H''3h - 5tre~
<br />Prd u.t . Pre .tre!:6dd U UIMI.
<br />
<br />Pre (Qst lintels MY be sUpplle~ by COost Crete or other bu~c1lng cocle Oopproved pre cOost I'1QnufOocturers
<br />
<br />POVER BOX LINTEL (8'x6' FILLED AND UNFILLED)
<br />
<br />POVER BOX LINTEL (8'><12' COMPOSITE>
<br />
<br />TnTN il~
<br />Ml\RK NIl NOIII~,^L T011\1.
<br />CLtAA liNTEl.
<br />sr~ LENGTH
<br />i-r-r- -v-:V- :='F-11r
<br />f-M- FP- ~~
<br />~;- -~:;- - ~&'
<br />=&:~ -.:~~ =t.:~
<br />~~=v.v-
<br />--~r- 7"- ~~
<br />_ - ~I-P- W=V-
<br />_ - r- w=ar- w:r
<br />__ - r- -P-
<br />- r- :~ -It:!'
<br />~V- lr-or-
<br />,,- HE;- -i~Q'
<br />la::;- -{~..
<br />-~~F 22f'::~
<br />- lv-l"""
<br />
<br />I .
<br />3
<br />1
<br />I
<br />
<br />~D - PruNDI
<br />
<br />rllLtD WI) 15 HI'
<br />DETAIL 'I'
<br />!B6S
<br />t8,Q
<br />sm
<br />~t1~
<br />:It
<br />~8a
<br />2S~4
<br />2~
<br />
<br />~J:
<br />m
<br />lth
<br />313
<br />mt
<br />II
<br />96<1
<br />hJ
<br />n
<br />
<br />10TAL AL OVABlE SUPERIMPOSED lOAD - POUNDS PER lINEAR roo
<br />MARK NO, NOMINAL TOT AL NO FlLL FrLLE D FILL E 0
<br />CLEAR LINtEL NO SlEEL NO STEEL (1)"5
<br />SPAN LENGTH DETAIL 'A DETAIL '8 DETAIL 'e
<br />
<br />TOl AL AlLO'w'ABLE SUPERIMPOSED LOAD - POUNDS PER LINEAR mOT
<br />MARK NO, NOMINAL tOTAL
<br />CLEAR LINTEL
<br />SPAN LENGTH
<br />
<br />- 1'-V- -~
<br />-<! 2'-2' 3'-6'
<br />:~ 2'-B' 4'-0
<br />-- =-r I 3'-2' 4' -<.'
<br />--==r- ~W- -~~.-
<br />-6 4'-6' :;'-10'
<br />-7 :;'-2' 6'-6
<br />-- ==ir- r--~2' {'-
<br />-9 7'-0 8'-
<br />-10 B'-O' 9'- ,
<br />_ -11 9'-2 10 -
<br />--::=1~ 10'-0' 11'-
<br />-IJ 1'-2' 12'-
<br />-14 2 -a 13'-
<br />-l~ ~ 14-
<br />
<br />MARM Ha. ~INH.. TOT ill
<br />CUAR LINTEl.
<br />Cl'i\M LENGTH
<br />
<br />t ItLt. 1I.<t) I' lIP
<br />IltTMl'l('
<br />
<br />tILLED \v',(1) *5 rop
<br />DETAIL 'G'
<br />
<br />=p- - r:w-
<br />lOr- . ~~ _~
<br />=tr t:~~ -~v-
<br />-s- I-ir.: r- -I;
<br />'f ~ =Fv-
<br />~;- -i- r- -I =r
<br />""or- -j.::
<br />- Y-' -
<br />
<br />l
<br />~
<br />~)41
<br />333
<br />~il
<br />m
<br />"
<br />En
<br />PI
<br />19
<br />
<br />"1-[ 1'-(,' 2'- 0' 960 5150 5150
<br />M-2 2'-2' 3'-6' 665 356:r- 3564
<br />101-3 '-B' 4'-0' 540 28~ ~98
<br />~=4- =~, -4r.:~T 45~ c4;n-, ".n---
<br />101 5 '-0' :;'=4' 360 1933 933
<br />101-6 '-6 5'- 0' 320 1717 IL!.~
<br />101-7 -2' 6'-6' i!I'1 149'~ r-- 49:r-
<br />M-8 '-2' 7 -6' 23 253 253
<br />101-9 -0' 8'-4' 206 1106 06
<br />-10 B'-O' =4' 240 253 i- ~~r-
<br />-II ~ '!I'=~T 209 9~r- I,,;n-
<br />-]2 0 -0' I -V 178 803 1043
<br />f- =13 lP=~' 2'-(,' 28 6~ ~?7
<br />-I~ 12'-0' y::v-- ssa-- ; {l:!~
<br />
<br />POVER BOX LINTEL (8'xB' FILLED AND UNFILLED)
<br />T01 AL ALLC\/ABLE SUPERIHI'OSED LOAD - POUNDS PER LINEAR rOOT
<br />MARK NO. NOMINAL rDTAL NO FILL FILLED FILLED
<br />CLEAR LINrtL NO STEtL NO STEEL (I) #5
<br />SPAN LENGTH DETAIL 'D DE1AIL 'E DETAIL'r
<br />1'-6 2'-10' 933 6090 6090
<br />2 -2 3'-6' 646 4020 .020
<br />;>'-R' 4'-0' 52:r- 3bo ~~
<br />-2' 4'-'" 44t- -~ ~~
<br />4 -0' 5'-4' 35 2279 2279
<br />4'-6' 5'- O' 31 203.L ,E937
<br />S'-2' 6'-6' 2/ 1~ -inr-
<br />6 -2' 7'-6' 22 IH9 1479
<br />7'-0' 8'-4'- 200 130e 30e
<br />B'-O' =4' 240 1374 37:r-
<br />9'-2' '-", 20'1 I'J'J ll~
<br />lO'-O 1 -4' 192 1096 1096
<br />11'-2' 2 -6 172 986 986
<br />1;>'- -4' lbO 'JII> lJlr-
<br />12'-B '-0' 15e 824 880
<br />3'~ 4'-9 t4r- 746 814
<br />~ 5'=.!' 137 67r- 738
<br />~-~1--100 ~IEl SU--
<br />18'=0'9'-4' --- 4oa- 446
<br />
<br />il.l!3
<br />319
<br />32
<br />63
<br />1!B8
<br />56
<br />223
<br />B69
<br />1646
<br />864
<br />62
<br />l491
<br />335
<br />248
<br />177
<br />
<br />r-I
<br />
<br />- -II" -
<br />: ~r;- --gr-
<br />I-~.- 1: sq-
<br />-I
<br />I- ~H- uiEl-n~
<br />I- -lr- EF-ur- f- !~r
<br />
<br />PO\olER BOX LINTEL (8'><14' COMPOSITE)
<br />
<br />POl,/ER BOX LINTEL (9')(20' COMPOSITE>
<br />
<br />POW'ER BOX UNTEL (B'x32' COMPOSlTE>
<br />
<br />TOTAL AlLo\/ABlE SUPERIMPOSED LOAD - POUNDS PER LINEAR FOOT
<br />MARK NO, NOMINAL TOTAL
<br />CLEAR LINT EL
<br />SPAN LENGTH
<br />
<br />TO fA[ At. IN E Slf'ERIMPOstD
<br />lIAR!( NIl IiC'lINAL TOTAL
<br />CLtl\R LmTtl
<br />StAN LENGTH
<br />- I'C"T ~'=.r.=
<br />-;:~ -.:F1= tF~
<br />-~ w=p- ~
<br />- ~f-.-r~,~
<br />-l--~~~E
<br />r- Far- IIqr-
<br />= .~~~
<br />
<br />T I
<br />MARl( IC 1Il'llNAl. TOT AL
<br />CUAA LOOEl.
<br />St~N LENGTH
<br />~!. v:v- I-y.w-
<br />-c-r- - F- r-I-}qr-
<br />L- F- "-11"
<br />-t- r: :f-J;=
<br />- - r-w-
<br />L- - r=v-
<br />_.j::_ v-ar--
<br />"- - .!:-
<br />- ';;::~f-~~
<br />-r-
<br />- s- - -p-
<br />- - y:c.v-
<br />-I .lg:;-V- -0'
<br />_ 1~~ I-~~
<br />- r- .J!: r-
<br />-lO' _ ~t- f- ~t-
<br />=F ~r--l~
<br />
<br />- 0
<br />tUtD II '(1) tS TOP
<br />Iltll11L 1..'
<br />
<br />OIl. - 0 D pt NE~
<br />
<br />ttlLto \1.<0 h lIP
<br />DETAn. '.I
<br />I!H
<br />11341
<br />~H
<br />3707
<br />,
<br />01
<br />
<br />m14
<br />10'\60
<br />DIllI'
<br />'9'
<br />1;19'
<br />Wi
<br />o~
<br />m~
<br />3~Q
<br />3:0
<br />Ie
<br />
<br />-I
<br />-2
<br />
<br />filLED OJ;(j) 115 TOfl
<br />DETAIL 'W
<br />
<br />- 1'-6' 2 -10' 774
<br />-2 2'-2'- 3'-6' 014
<br />-3 2'-8' 4'-0' ,935
<br />-4 3'-2' 4'-6' 156
<br />-5 4'-0 5'-4' 3290
<br />-6 4'-6' 5 -10 2925
<br />M-7 5'-2' 6'-6' 2547
<br />M-8 5'-2' 7'-5' 2134
<br />-9 ]'-0' 8'- B80
<br />-10 8'-0' '- .- 2068
<br />- 9'-2' 0'- B05
<br />-1 0'-0' II', 655
<br />- 3 1'-2' 2'-6 482
<br />-- _~f-~~ 379
<br />-I 2'-B' -t~ 306
<br />
<br />-B
<br />9
<br />L-10
<br />-l[
<br />-12
<br />-8}-
<br />-1
<br />- 6
<br />- 7
<br />
<br />u
<br />2Sn
<br />6
<br />~~
<br />fl.,
<br />n
<br />l?n
<br />m
<br />o
<br />
<br />2070
<br />e '\
<br />2
<br />
<br />-if.: l2'-6'
<br />~ ~ f-.-1~'f-
<br />'- -
<br />V-or-
<br />~~ U~f-
<br />~F I-ir.~
<br />
<br />-1
<br />,::J
<br />-s-
<br />
<br />- 9
<br />
<br />-1
<br />,::j
<br />-r-
<br />-lO'
<br />.IT
<br />
<br />[ .
<br />119
<br />
<br />I 3
<br />,~it
<br />
<br />Power Box lintels may be supplied by Quality Precast Co. or other building code approved Steel lintel manufacturers
<br />
<br />U}lt'
<br />~ 7~,l
<br />
<br />DETAIL 'A'
<br />
<br />U}~.
<br />~ 7;1' l
<br />
<br />DETAIL 'D'
<br />
<br />3~;' ~~l' 2' RECESSED OOOR HEADERS (8'x14' COMPOSITE>
<br />m a - J9Ie.L-M O'WABLE StJ'fOjiiPn<< ruD - 0 EAR roo
<br />Hli~"'! - IE], MARl( NO, l(]~lNAl DOllR tlLLtD tlLLtD
<br />~' _ ,. 5~ CLEAR \/lD~ (j) IS T (I) 13 TU
<br />~""':'':} lI~l' a' ~,,;.:,/ . SPAN lJEl~Il 'PO DtT~IL 'Q'
<br />, ,'(, 7ii' , ,':", 7ii' D- - ~':~ - ? m:r--
<br />, ," , , ." , _B=~ FW- ~!r"F ''[ 4
<br /><" '" =h=~t::F-lr' tr=""S4 o9:r-
<br />~~. l I l -~F~~f-r=.~; -~ ~g~r-
<br />-fJ 33 -1 =1F~ -..=.' ~ 'I'" :ll!3 .---
<br />75~' 7~i' -f:Fl-~-4' ~'-D' 2m l!g~ r-
<br />DETAIL 'F~ DETAIL iG' L ~~ ~~~ ~U ~
<br />
<br />2' RECESSED DOOR HEADERS (8'x6' FILLED AND UNFILLED)
<br />.l91 AL AL ,WAlLE SUPERIMPOSED DAD - POUNDS f'{:R .tt.f:AR roo
<br />MARl< hlJ, NIlHINAL DOOR NO r n.L FIllED F1LLtD
<br />ClEAR "'IDTH NO STEEl I(] S!t:(L (I)~'
<br />5rAM DtTilIl 'M DETAIL 'M lJEtiltL '0
<br />~~ f-r=y- -nr-b!LEm ~
<br />-f: r--I-y.:y- 50S l!ll~ ;-
<br />D- '-ID '- ~o ?~ I I--
<br />-u= I--l-t-.:i=f-f:~ -~1-~9:rl-ml--
<br />.!!:- ~ ~'-O" _~~~ l!fE I-ll!ll r-
<br />-u= - -.' nz-I- 9j !j "-
<br />-iF f-I-;;=~~f:r -l7r-1- &. . R~~--
<br />-IF _~:~ &'-11" u1==1- ~o~ uo:
<br />1-1Fr-1-F-'~ ~'-O" l!~1- ~9r-- n9
<br />
<br />rJ;}l }tt'
<br />~
<br />~ 7t1.l
<br />DETAIL 'B'
<br />
<br />j!1,,~~:,;,: }-k
<br />'" .'
<br />
<br />5~ l
<br />7~i'
<br />DETAIL 'c'
<br />
<br />L2J..'. }
<br />:'>:/:, 7 ii'
<br />. .'. I
<br />'"
<br />~ 7~i' l
<br />
<br />DETAIL 'E'
<br />
<br />~~' -1 3['~'1
<br />2?~'; ~ F
<br />-1 ~ ' - o~ .~,-:-!:.~ 7
<br />a~'<:::: H"-' II' a "..:", H,l'-3~~'
<br />',':, ,i ',1; , ,i
<br />""": ~
<br />j l j l
<br />7R 7ii'
<br />DETAIL 'H' DETAIL 'I'
<br />
<br />;~.
<br />:-H'R ~~~,
<br />~rt~' ~i' '!.", -~H'
<br />c-.- i ~ .J.:
<br />'. 2~~' ,~ ~
<br />~i' I ) .;,~ 1~l' ~i' a .(
<br />_~ ,f, =j ~
<br />1'-uR ~: ' 2'-7~' ~ ,'.
<br />~i' 11 .:~.. 15 ~i' ~ ';~:,,'
<br />
<br />"~' "','
<br />T ,'. . "f ,f'.,> "I'
<br />~i' <:~:: R :-.:1",;,
<br />'" ;. '"
<br />
<br />1.
<br />
<br />PRODUCT NAME <PATENT PENDING) SBCCI PST ~ [Sf #9597B)
<br />NOlE. DEFORMATIONS DO NOT EFfECT STRUCTURAL CAPACITY,
<br />PRE rORMED STEEL LINTEL' GALVANIZED 16 GA, THICKNESS (0.0599 INCHES)
<br />AND 18 GAGE THICKNESS (0.0478 INCHES) COIL STEEL As MANUfACTURED BY
<br />PO\v'ERS STEEL!. \v'IRE PRODUCTS, INC. STEEL GRADE IS ASTM /1570
<br />GRADE C (fY~40 KSI),. GAL VANIZAT ION SHALL COMPLY .....ITH ,!,STM A525, HiE
<br />THE PO\v'ERS STEEL GALVANIZED LINTEL IS NOT DEfINED AS AN ACCESSORY
<br />PER THE STANDARD BUILDING CODE, SECTION 2104,9,6, BUT IS, INSTEAD,
<br />DEfINED AS /I STRUCTURAL ELEMENT, ACCESSORY I1EMS CONSIST Of
<br />HORIZONTAL JOINT REINFORCING, VENEER TIES, ANCHORS, W'IRE fABRIC, THE
<br />POl,/ERS GALVANIZED STEEL LINTELS COMPLIES \.11TH ASTM A570 \.IHICH IS
<br />THE SPECIfICATION FOR STRUCTURAL QUALITY STEEL W'HICH THE POVERS
<br />STEEL Gf,LVANIZED LINTEL QUALIfIES UNDER.
<br />
<br />~ i
<br />ti' a:U -i?~'
<br />t ':~'" j4H'
<br />l'-7H' ~~' I,.:
<br />~iU~;'
<br />r '"
<br />
<br />~ 7ti,l
<br />DET AIL i J'
<br />
<br />-~ 7ti' l
<br />
<br />DETAIL 'Ki
<br />
<br />~ 7ii,l
<br />
<br />DETAIL 'L'
<br />
<br />SHORE LINTELS AS REQUIRED 10 COMPENSATE FOR DEAD LOAD
<br />DEfLECTION ON MJN-CURED MASONRY GROUT,
<br />LIN1EL TO BE USED IJI1H CONCRETE MASONRY UNITS HAVING MINIMUM
<br />f'", AS SHQI"IN,
<br />4, STEEL SURfACES IN CONTIICT VITH GROUT AND/OR HORTAR SHALL BE
<br />UNPAINTED AND FREE Of MATERIAL THAT MIGHT INHIBIT BOND,
<br />5. DESIGN BEARING Of PO\r'ERS STEEL LI~TELS IS 8', A MINIMUM
<br />BEARING or 4' IS REQUIRED PER THE STANDARD BUILDING CODE.
<br />
<br />2,
<br />
<br />3.
<br />
<br />}=.f!1:
<br />
<br />
<br />7ti'
<br />DETAIL 'M'
<br />
<br />1 ifJ~~'
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<br />6. f"r'\ = 1500 PSI. MASONRY UNITS SHALL CONFORM 10 ASTM C90, GRADE N,
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<br />7, GROUT = 3000 PSI. SLUMP RANGEl 8' TOil', ROD O~ VIBRATE GROUT
<br />ADEGlUATElY 10 ENSURE CONSOLIDATION Of GROUT (NO AIR POCKETS),
<br />GROUT SHALL COMPLY \.'ITH ASTM CH6-83 AND BE EITHER COARSE OR
<br />fiNE GROUT,
<br />
<br />e. MORTAR' TYPE IS' DR TYPE '101' 1800 PSI,
<br />
<br />9, TOP REINFORCING OR TOP OF W'ALL REINFORCING, Is REGlUIRED BY
<br />CODES TO PROVIDE A CONTINUOUS lIE AROUND A STRUCTURE AND TO
<br />PROVIDE ~OR UPLIfT RESISTANCE AT LINTELS,
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<br />ATTACHM~NTS TO TOP Of \v'ALL PER ARCHItECTURAL ANDIOR
<br />ENGINEERING DRA....INGS,
<br />MASONRY \v'ALL MAY OCCUR ABOVE COMPOSl1E LINTEL HEIGHT, IN THE
<br />CASE THAT THE MASONRY \v'ALL IS TWICE THE HEIGHT or THE LINTEL
<br />HEIGHT THE OCAD LOAD \v'[[GHT Of THE LINTEL MAY BE EXCLUDED
<br />fROM T~E LOAD CALCULATIONS DUE TO THE COMPOSITE NATURE or THE
<br />LIN TEL ASSEMBL y,
<br />
<br />II.
<br />
<br />12.
<br />
<br />MANUF AC TURER,
<br />eUVERS STEEL PRODUCTS LINTELS
<br />4118 E. EWOOD PHOENIX, AZ 85040
<br />PHil 602.437-1160 FAX' 602-437-5409
<br />TECHNICAL DilTA AND ENGINEERING POW'ERS STEEL LINTELS HAVE: BEEN
<br />DESIGNED IN ACCORDANCE \v'ITH THE ftl.LOW'INGI
<br />+ SBCCI SSTD - 1999
<br />+ STANDARD BUILDING CODE - 1999
<br />+ AISI LIGHT GAGE COLD FORMED STEEL DESIGN;' 1996
<br />FOR COMPOSITE atAM HEIGHTS GREATER THAN tHOSE PUBLISHED, USE
<br />THE 'SAF E LOAD' VALUES PER LINEAR roOT; FROM THE NEXT LOl,/ER
<br />HEIGHT TABLE AVAILABLE,
<br />STRUCTURAL tNGINEE~ FOR THESE LINTELS ISI
<br />S,E, CONSULTANTS, I~C,
<br />5BOO E THOMAS RD, SUITE 104
<br />SCOTTSDALE, AZ B5251
<br />PHil 480-946-2010
<br />fAXII 480-946-1909
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<br />SEE SCHEDUlE
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<br />IF AN INSPECtoR, CONTRACIOR, SUBCONTRACTOR, DR PLANS EXAMINER
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<br />INSTAlLATIONI
<br />POWERS LINTELS ARE TO BE INSTALLED IN ACCORDANCE W'ITH
<br />STt'lNDARD CONSTRUCTION PRACllCES, SET TO PROPER LINE AND LEVEL,
<br />PLUMB AND TRUE, AND IN THE CORRECT RELATION TO OTHE~ \.laRK,
<br />19 GAUGE ON SPANS UP TO 7'-11',
<br />16 GAUGE ON SPANS 8'-0' AND lONGER,
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