|
<br />
<br />
<br />
<br />f*
<br />,
<br />,
<br />,
<br />I
<br />I
<br />I
<br />I
<br />I
<br />,
<br />~__Q.. __.9
<br />
<br />.
<br />(Q
<br />,
<br />ltl
<br />I
<br />~
<br />
<br />-
<br />N
<br />~
<br />I
<br />U)
<br />
<br />i'~11-~2' ~~~.
<br />
<br />1-5/S- J,
<br />
<br />PRE CAST CONCRETE
<br />
<br />REINFORCINC, SCHEDUl.E AND LOAD CAPACITIES
<br />
<br />~ ""<I
<br />
<br />TOP lec, BARS
<br />
<br />!t=
<br />
<br />~
<br />,
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />'p
<br />......_J___J
<br />
<br />- '1/'32. PLAIN S'T1RRUPS
<br />(POSTIONERS) -i'-O. O.C.
<br />TIED OR UJELoeo
<br />
<br />
<br />- :2 STRANDS. 1/"-, 1 WIRE
<br />STRESS RELIEVED 150 K:3~
<br />PRE-STRE5~NC, CABLE
<br />
<br />1/3:l"RD. PLAIN BAR. ~ACH
<br />
<br />1/32"RD. PLAIN BAR EACH
<br />lEG UP TO I-+'-S. LENC,TH5
<br />3/S'RD. REBAP. EACH LEG
<br />OVER li'-S" LENC, THS
<br />1/32- STIRRUPS "f'-O' O.C.
<br />LENG rHS OVER I-+'-S-
<br />TIED OR UJELDKO
<br />- 'A' BARS (MAIN REINFJ
<br />SEE SCHEDULE
<br />'6' BARS SEE SCHEDULE
<br />
<br />J
<br />,
<br />,
<br />,
<br />I
<br />J
<br />,
<br />,
<br />01.
<br />/
<br />---
<br />
<br />-
<br />(Q
<br />,
<br />IJl
<br />I
<br />r
<br />
<br />
<br />
<br />- 'A' BARS PER SCHE!DULE
<br />
<br />L/s. 1
<br />
<br />PRE STRESSED CONCTETE
<br />
<br />TYPICAL LINTEL
<br />
<br />SECTrONS
<br />
<br />THIS DRAWING IS THE SOLE
<br />PROPERTY Of ~EN ZECHIEl, PA"
<br />ANYONE USING THIS DRAWING
<br />WITHOUT WRITrEN PER"ISSION
<br />Of OWNER WIll BE PROSECUTED.
<br />
<br />-...,
<br />
<br />T....... _
<br />
<br />RI:INFORCINC, SCHEDULE AND LOAD CAPACITIES
<br />
<br />r
<br />s
<br />t
<br />u
<br />
<br />v
<br />w
<br />x
<br />y
<br />
<br />z
<br />aa
<br />
<br />ab
<br />ac
<br />
<br />t~
<br />
<br />ad
<br />ae
<br />at
<br />ag
<br />
<br />." -
<br />
<br />, '..'
<br />
<br />
<br />. .
<br />
<br />
<br />LINTEL" CLEAR 'A'
<br />LENC,TH SPAN 5(;
<br />.-
<br />h I-+'-S" 13'--+- NON
<br />i 15'--+" 1-+'- 0- NO
<br />J 11'--+. 1,'-0" #iR
<br />k 1"'--+- IS'-O. 2-1
<br />20'-0- IS'-S. 2.....
<br />22' -0. :20'-S. :2-~
<br />2i'-0" :22'-8" :2-~5
<br />
<br />BAR
<br />HEOULE
<br />
<br />HAX. SAFE
<br />LOAD
<br />LINTEL ONL
<br />550 I/Pi,
<br />'50 #/FT.
<br />510 11FT.
<br />500 #/FT.
<br />-+:25 #/FT.
<br />380 #/PT.
<br />320 11FT.
<br />
<br />SAFE LOAD
<br />ON
<br />OMP _9ITE
<br />I.'tOO 41FT.
<br />1.810 11FT.
<br />1.580 I/PT.
<br />I.-10Q I/Fi.
<br />I.iV(j 11FT.
<br />')2:20 41FT.
<br />I 20 11FT. .
<br />
<br />a
<br />a
<br />a
<br />a
<br />am
<br />an
<br />ao
<br />
<br />C
<br />NE
<br />D. BARS
<br />5RO. BARS
<br />5RD. BARS
<br />S~O. BARt>
<br />RD. BARS
<br />
<br />""'-." ,'-'
<br />
<br />
<br />
<br /><
<br />
<br />~
<br />
<br />I-#SRD. BAR CONTINOUS
<br />CuNC. KNOCKOUT BLOCK
<br />CeLLS AND 'U' LINTEL FILLED W/CONC.
<br />tlSOO PSI AT 2S DAYS)
<br />peR CA5T 'ti' BLOCK (SEE DETAIL)
<br />I-tRD. BAR ADDEO THRU 'u' LINTeL TO
<br />SUPPORTS IN SPANS GREATER THAN 12'-0"
<br />
<br />.
<br />(Q
<br />,
<br />LO
<br />I
<br />LO
<br />
<br />
<br />Sfi:CIFICA TIONS
<br />I. BAR STEEL SHALL BE MIN. GRADE 10. DEFORMED EXCEPT
<br />UJHERE PLAIN BARS (HOOKED f=OR BONO ANCHORAGE) ARE
<br />SPECIFICALLY PERMITED.
<br />:2. CONCRETE IN PRECAST MEHBERS TO BE MIN. -1000 PSI
<br />AT :2S DAYS.
<br />
<br />COMPOSITE
<br />
<br />LfN TEL
<br />
<br />SECTION
<br />
<br />
<br />
<br />Can De In.tanN
<br />Oil Exlatklg Slab.
<br />
<br />HCS HeDPL
<br />Hurricane Clip Hurricane Clip Double Top Plate
<br />520# Uplift 520# Uplift
<br />350# Parallel to Plate 250# Parallel to Plate
<br />250# Perpendicular to Plate 160# Perpendicular to Plate
<br />SCHEDULE
<br />
<br />HC 20 UR
<br />Large Hurricane lie
<br />1250# Uplift
<br />625# Parallel to Plate
<br />
<br />NAILING
<br />
<br />LEDGER STRIP
<br />SOLE; PL. TO JOIST OR BLK'G-FACE NAIL
<br />TOP OR SOLE PL. TO STUD-END NAIL
<br />STUD' TO SOLE PL.-TOE NAIL
<br />DBL. STUDS-FACE NAIL
<br />DBL. TOP PLATES-FACE NAIL
<br />COr4 f[NUOUS HD'R TWO PLACES
<br />CONTINUOUS HD'R TO STUD-Toe NAIL
<br />IXS SHEA THINC, OR LESS TO EA. BRN'C,-FACE NAIL
<br />OVER IXS SHEA THINC, TO EA. BRN'G-FACE NAIL
<br />BUILT UP CORNER STUDS
<br />BUlL T UP GIRDERS AND BH'S UP TO TRUSS MEMBERS
<br />
<br />1/2- GYPSUH SHEATHING
<br />5/S. C,YPSUH SHEATHINC, C,YPSUN C,YPSUM UJALLBO'S
<br />
<br />1/2-
<br />
<br />5/S"
<br />
<br />HARDBD. LAP 5IDINC,-DIRECT TO STUD
<br />
<br />HARDBD. (AP ~~NG OVERSHEATHNC,
<br />
<br />HARDBD. PANEL SIDINC, DIRECT TO STUDS
<br />
<br />HARDBD, PANEL SIDING OVE"SHEATHING
<br />
<br />· Material: 7 gauge (2116-) H. A. ~teel
<br />· 314. diameter bolts requiro<.i
<br />· Used where heavy desigt" loads and
<br />uplift are required
<br />· saccI Compliance Report No, 9142
<br />· Dada County Approval No. 91-0719,8(90)
<br />· HSU 100 saccI PST&ESI No, 9408
<br />
<br />
<br />
<br />HeOPL
<br />Hurricane Clip Doub!e Top Plate
<br />520# Uplift
<br />250# Parallel to Plate
<br />160# Perpendicular to Plate
<br />
<br />((.d
<br />I'd
<br />"d
<br />Sd
<br />I'd
<br />I'd
<br />"d
<br />Sd
<br />Sd
<br />8d
<br />I'd
<br />20d
<br />
<br />3 It t:A. JOIST
<br />"" O.C.
<br />2
<br />1
<br />21" O.C.
<br />I'" or;.
<br />". O.C. ALONC, EA EDGE
<br />3
<br />:2
<br />2
<br />:24" O.C.
<br />32" O.C. It TOP AND BOTT, AND
<br />2 E~l;)S It EA. SPLICE
<br />
<br />A8
<br />
<br />STAGGERED
<br />
<br />
<br />II CIA 1-1/2. GALVV. 1/1'- HD.
<br />II GA. 1-3/4" GALV. 1/"" HD.
<br />
<br />1-3/S" DRYUJALL NAIL
<br />
<br />1-1/2" DRYUJALL NAIL
<br />
<br />
<br />Sd CORROSION RESISTANT WI MIN.
<br />SHANK DIA. OF .O'l"" AND A MIN HD.
<br />DIA. OF .:2-+"
<br />
<br />'" O~ CL'C, S" ON UJALLS
<br />IS- O.C. " TOP AND BOTTOM EDGES
<br />
<br />
<br />IOd CORRORSrON RESISTANT W/MIN.
<br />SHANK DIA. OF .O'l'l- AND A MIN.
<br />HD. DIA. OF .:2-i0"
<br />
<br />8d CORROSION RESISTANT W/MIN.
<br />SHANK DIA. OF .0"2" AND A MIN.
<br />HD. DIA. OF .22S.
<br />
<br />Sd CORROSrON REStST ANT W/HIN.
<br />SHANK OlA. OF .0<<l2- AND A NIN.
<br />HD. DIA. OF .22S.
<br />
<br />
<br />IS- O.C. It TOP AND BOTTOH EDGES
<br />
<br />'" O.C. · EDGES AND 12- O.C, It
<br />INTEP.MEDIA TE SUPPORTS
<br />
<br />~}~:-2IJJ'-~:~
<br />'..- ~.(. -
<br />l ---~'>..~{/ ~: .-
<br />--=1_ -=-::r:~~-I
<br />------J
<br />
<br />'" O.C. · EDGES AND 12" O.C. It
<br />INTERHEDIA TE SUPPO~TS
<br />
<br />
<br />-:-- Fasteners ..,
<br />Pre-duct Bolts Nalls DesIgn Loads (Ibs)
<br />Code DescrIption w H Glrde, Block Carriad Member - '-':'-
<br /> Normal Mu US-lift
<br />HSU 40 -
<br /> Girder Hgr(Heavy) 3-114' 23- 5-314- 2-314- 4-1Od 6250 6821 1680
<br />HSU ao Gi(o~r Hgr (Heavy) 5- 23-1/2' 6-314 - 2-~'4" 4-1Od t0667 ,-
<br /> 10667 1 ??oo
<br />HSU 100 Girder Hgr (Heavy) r 23-112' tt.:314' 2-3/4" 4-1Od 9070_ 10065 ~ ??oo
<br />I-iSU 4016 - Girder Hgr (Heavy) 3-1/4' 16' 5-314' 2-314' 4-1Od 84iO 8685 ~ 1290
<br />HSJ18016 " Girde; Hgr (Heavy) 5- 16' "'16-314- 2-314-- 4-1Od i \lO'JQ 12500 !218(}
<br />HSD 11'\()16 " Girder Hgr (Heavy) r 16" 6-314- 2~3I4- 4-1Od 1 ??oo t 3405 121w1
<br />. - - -...--
<br />
<br />..
<br />f
<br />
<br />STRUCTURAL
<br />
<br />DETAilS
<br />
<br />~.
<br />OTe !
<br />.
<br />Deemp.d tOl.ompty Anchor
<br />,t'165# Upfj
<br />1310# Percendicular lo Plate
<br />7851 Pa,..Wel to ~Iate
<br />
<br />. ,
<br />
<br />Not included III ClJr, eot Comphance R(1)Ol1
<br />
<br />.J
<br />
<br />-
<br />
<br />r Ll
<br />
<br />. Ld
<br />
<br />-.
<br />
<br />I
<br />
<br />"
<br />, .
<br />,
<br />.: j"':
<br />
<br />~.- ~._. -~--------,.. ~ -.----'-"..-----..~_....<:....'--."'_.___.____. _~..J._._--..l.......!__.._,
<br />
<br />,
<br />
<br />- ~ --~._~.__._.~,-....:-.. .:......-.--...:..-.~.-',.--------:.....,.....;.. _----L.__~_~_ _,_.----1._,_~~.~...;,. ~-L.__.________:_ -'_.~_~~~'... ~_~~~'_".J-.":__,~,_~,--,,----__,~_,~,------:,,,_._"--,-~ _ ........Ji..'_~.__ ---,--~~~~--..__..---",,---,---___:...-.,_.1------""'-'---~--'~-<--. __~":-;"'-'-_~~_~ ._~._
<br />
<br />, "~" ,
<br />
<br />~.._~~,~-, ~---"~~...L......~,---.
<br />
<br />~.. __...i-_.,/-1.'__ ~,,~_._,~~~ .
<br />
<br />'~~ -<~. ;:'~~~~fo.~,j~:,/ ...i~~
<br />
<br />\.~' ~'.~""~' ,: 7. .:'i". ( ~._..:.~:.
<br />
<br />
<br />"t ..... .-.-..~--_.-,-."'...._..,...-..-,.-..r_~--........___"__..,.....--- --..-' -.--- ...:--:0-.,...----....---....... -..-.......-...- ~Y'~--,~'-......,-,-.-.,.....-------.--r:."..."'--- -~.- -_.~- r----""'~~;-~~.-.. -.,--~-...-..,.-,.,.., ...,..,. _........._.:--.... . -_.r
<br />
<br />I ~J;,ZARDOUS LOCATIONS
<br />THE POLLOUJING SHALl. BE COt-!6IDaFU:D SPECIFIC LOCATIONS FOR THE
<br />f>URP05ES OF GLAZING:
<br />I. (.LAZING IN INGRESS AND EGRESS DOORS EXCEPT JALOUSIES.
<br />
<br />2. ,':'LAZING IN FIXED AND SLIDING PANELS OF SLIDING (PATIO) DOOR
<br />ASSEMBLIES AND PANELS IN SWINGiNG DOORS.
<br />3 GLAZING IN STORH DOORS. ...
<br />1
<br />4. (jLAZING IN ALL UNFRAMED SUJINGINC, DOORS.
<br />S. GLAZING IN DOORS AND ENCLOSU~E5 fOR HOT TUBS, WHIRLPOOLS. 5AUNAS,
<br />5TEAM ROONS, BATHTUBS AND SHOWERS. GLAZING IN ANY PORTION OF A
<br />ULD'G WALL ENCLOSING THESE COI~PARTMENTS UJHERE THE BOTTON EDGE OF
<br />OF THE GLAZINC, IS LESS THAN '0" (IS21 MM) ABOVE THE DRAIN INLET.
<br />,. GLAZING IN AN INDIVIDUAL FIXED OR OPERATIVE ADJACENT A DOOR WHERE
<br />THE NEAREST VERTICAL EDGE IS A 2i. ("0 MH> ARC OF THE DOOR IN A
<br />CLOSED POSITrON AND WHOSE BOTTOH EDGE IS LESS THAN '0. 1I5:2-+ HH)
<br />,.'BOVE THE FLOOR OR WALKINC, SURFACE.
<br />1. GLAZINC,.IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE
<br />LOCATIONS DESCRIBED IN ITEMS 5 AND' ABOVE, THAT HEETS ALL 0F THE.
<br />F(}LLOWINC, CONDITION~
<br />,,'\. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN ~ SO. FT. (0.8-1 M1.)
<br />~. BOTTOH EDGE LESS THAN 18- (-+31 NM) ABOVE THE FLOOR
<br />C.TOP EDGE GREATER THAN 3'" {~I-1 HH) ABOVE THE FLOOR.
<br />D.ONE OR MORE WALKING SURFACES WITHIN 3'" ("11 HH) HORIZONTALLY OF THE
<br />PLANE OF THE GLAZING.
<br />8 ALL GLAZINC, IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING
<br />SURFACE INCL.uOlN6 STRUCTURAL BALUSTER PANELS AND NONSTRUCTRUA~
<br />I.'" f=ILL PANELS
<br />;, GLAZING IN WALL AND FENCE5 ENCLOSINC, INDOOR AND OUTDOOR SWlt1t1IN~ POOL.S
<br />~IHERE THE BOTTOH eDGE OF THE GLAZINC, IS(A )Lf:S5 THAN '0. OS25 t1HJ ABO'lE
<br />1 HE UJALKING SURFAce ON THE POOL SIDE AND(~) WtTHIN 35. ("Ii HM) HORIZONTALLY
<br />OF THE t-JALKING 5URf=ACE ON THE POOL sloe. TH!p SHALL APPLY TO SINGLE
<br />GLAZINC, AND ALL p,'Nes IN NUL TIPL~ GLAZINC,.
<br />
<br /> ----- .......... -,-"--
<br /> Fasteners Design L~tJs (lbs)
<br /> -- ~" ~-
<br /> Carried Membe, Uplift . ....0,
<br />If'jlng I ~ length 0' Bolt In Cauylng
<br />il' l>P., Nails Mln Max Mem~e!_
<br />lis Mln Max 8:,Hs Nails Ncails Bolts 1"112 I 3 4-111 (5
<br />'c! MB ~.1Od 14.1Od 2) 3.'4 e25 2190 "
<br />3.."'00 2860 5295 5755 5755
<br />-_."--t--~ ---
<br />--4 ~...R 1.t-1Qtj 16.11),1 (2) 314 625 2500 5250 3315 7530 7875 "'d75
<br />-- -- ~---- - ---
<br />1MB 14.1()j~...!.,!:'~~ 62-5 .?815i.9W; 1 OOOQ 1 ??oo ~ 'XA.t9
<br />
<br />r 11 T
<br />
<br />SAFE LOAD TABLE FOR CA5T-'.:;RETE
<br />HIGH-5 TRENG TH
<br />PRECAST AND PRESTRESSED 'U' LINTELS
<br />
<br /> SAFE LOAD-POUNDS PER LINEAR FOOT
<br /> ~
<br /> l.ENGTH UNFILLED FILLED
<br /> -
<br /> -i'-O' (-1S") PRECAST I,S15 LBS. '.04S LB5.
<br /> .
<br /> -+'-,- (5~-) PRECAST 1,850 LBS. -i,S15 LBo.
<br /> r---- -..'
<br /> 5'--+" ('~-) PRECAST 1.1-13 LBS. 1,"S LBS.
<br /> 5'-10' nO') PRECAST I.S1S LBS. 3,1-1-+ LB5.
<br /> "_'" (1S" ) PRECAST 1.5'5 LBS. 3,2'0 LBS.
<br /> "-,- (~O-) PRECAST I,!H;O LeG. 2,ft!)1 LBS.
<br /> -
<br /> 'l'-.... (1)2-) PRECAST 1.0:25 LBS. ~.'t-+1 LBS.
<br /> --...,. ----- ,- 1-------- -... -.;. ---
<br /> 10'-,,- 112..') PRECAST "'22 LBo. 1,333 LBS.
<br /> -
<br /> 11'--+- (13'"0 PRECAST 800 LBS. l,OIS LBS.
<br /> 1:2'-0- (1-+-+-) PRECAST 150 LBS. 'lO~ LBo.
<br /> --
<br /> '3'--+" 0'0") PRECAST ~Sl LBS. 1,3-+1 LBS.
<br />--
<br /> !-i'-O. {'I.S') PRECAST 585 LBS, 'l0'l LBS.
<br />","- --
<br /> 1-1'-S" (11'") PRESTRESSED St.3 LBS. 1.3-t1 LBS,
<br />I IS'-"f" 08-i") PRESTRESSED 510 LBS. 1,210 LBS.
<br />r
<br />~11'--+- (20S-) PRESTRESSED 3S1 LBS. 'lit L8o.
<br />--. .-
<br />, 1~'--1" (232') PRESTRESSED 2S~ LBS. S23 LBS.
<br /> ---
<br />
<br />a
<br />
<br />b
<br />c
<br />d
<br />e
<br />f
<br />9
<br />h
<br />j
<br />j
<br />k
<br />m
<br />n
<br />o
<br />p
<br />q
<br />
<br />.o\BOVE INFORHA TION 15 BASED ON CAST-CRETE (FEep CORP'> BRAND
<br />i.,,~TELS.
<br />llASED ON TESTS CONDUCTEO 'a'j'" I!JERTHER F. ROSCH, P.E.
<br />PRECAST LINTELS HAY BE SUPPLll:D BY CAST CRETE OR OTHER
<br />BUILDING CODE APPROVEO PRECAST HANUFACTURERS.
<br />
<br />
<br />
<br />
<br />!LINTEL BAR CLEAR BOTTOH REINFORCEMENT BARS MAX. SAFE SAFE LOAD
<br />..e~('TH LENC,TH SPAN 'A' MAIN BARS 'B' BARS LOAD ON
<br /> LINTEL ONLY COMPOSITE
<br />2-10" 2'-S. 1'-'- 2-1/32" NONE I.COO ... 3.000'"
<br />3'-'" 3'--f- 2',2. PLAIN BAR, ENDS 11FT. #/FT.
<br />-f'--O. 3'-10. 2'-8" HOOKED UP 'lOD.
<br />-i'.., · -i'--f. 3' -'4" PO~ 2-1/2"
<br />5'-,. 5'-2" 1'-0. 2-#3RD. NONE 1,000'" :2;00.
<br />5'-10" 5' -S- -i'-,. 11FT. 11FT.
<br />,'-4. "-2. S'-O.
<br />"-S" "~_-fa 5'-~.
<br /> ~
<br />"-5. 1'-0. "-2- 2-#-iRD. NONE 800... 2.250'"
<br />S'-4- 1'-10. 1'-0. 11FT, 11FT,
<br />"'...~" S'IO- S'-O- 2-35RD, NONe 800+ 2.000+
<br />10'-,. 10'-0" "'-2- I/~T. 11FT.
<br />II' - -+" 10'-10" 10'-0" 2-15RD. 2-#3RD. SOO 11FT. 2.000 11FT.
<br />12'-,- 12'-0- I\' -2" 100 11FT, 1.800 11FT.
<br />13'--f. 11'-10. 12'-0- '50 11FT. 1,'00 11FT.
<br />l-f'-O" 13'-'" 12'-S. '00 11FT. 1.100 11FT.
<br /> - --- -
<br />
<br />GIRDER HANGERS tHeA VY) 13116" OIJ.
<br />
<br />\
<br />
<br />'1
<br />I,
<br />11
<br />
<br />H H
<br />
<br />I I .;;: I
<br />~ -311&" 13116"-. o.~.
<br />. i'Ol~ jOtA. . _
<br />- ~ ~ ~ ~ Awbtr-'"
<br />~~'1'.!t~Y.!L~~~!Ji~~'-:':::'__~_____."",~~"_
<br />i
<br />1
<br />
<br />HD2X
<br />Truss Hdd Down Strap
<br />1271 # U~)lift
<br />
<br />HCS
<br />Hurricane Clip
<br />520# Uplift
<br />350# Parallel tc Plate
<br />250# Perpendicular to Plate
<br />
<br />HCLHJRH
<br />Hurricane Clip
<br />520# Uplift
<br />200# Parallel to Plate
<br />155# Perpendicular to Plate
<br />
<br />REQUlf~ED SAFETY GLAZ'NG IN WAZARDOUS LOCATIONS
<br />
<br />J-
<br />Ca
<br />r-roduct Dlmc:nslons Me;
<br />Code 0 W H I 6?
<br />TGH2 r 4-5,18" 3-7116 ~.-t(: ~
<br />e~--ili12" 5-'18" 2~6-lh~
<br />TGH4 5-'/4~ 6-718- 27-~f-~
<br />
<br />"
<br />
<br />111
<br />
<br />Lt.
<br />
<br />...
<br />
<br />4 .,.A .A,.;.~.q"".'.h
<br />
<br />l .
<br />
<br />----
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<br />Truss Anchor
<br />, 1,'585# Uplift
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<br />Rivited Truss Anchor
<br />1441 t# Uplift
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<br />ANCHOR BOLTS
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<br />" Nuts and washers included
<br />
<br />PrOduct
<br />Code
<br />AB 126
<br />AB 128
<br />AB 1210
<br />AB 1212
<br />AB 1260
<br />AB 1280
<br />
<br />Deserl lion
<br />Anchor Bolls
<br />Anchor Bolts
<br />Anchor Bolts
<br />Anchor Bolls
<br />Anchor Bolts. Galv
<br />Anchor Boas - Garv
<br />
<br />Dimensions
<br />1/2" X ~'
<br />1/2" X "
<br />112" X 10'
<br />1/2' X 12'
<br />1/2' X 6"
<br />1/2' X 8'
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<br />ANCHORiNG WASHERS
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<br />Product
<br />Code
<br />WSH 916
<br />WSH 1093
<br />
<br />Dimensions
<br />Depth Slot
<br />114" 1.1/2X9/16-
<br />1/a' 91'16' dia
<br />
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<br />I Futenets
<br />Anehor B<>lt
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<br />112- dia
<br />1.'2" dia
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<br />Description
<br />West Palm Beach Washer
<br />SSTO-1093 Anchoring w~~~~.
<br />
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<br />3-112",
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<br />EHBS
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<br />- 31." dr. x 12"
<br />
<br />- 314" ell. X fa'
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<br />2'112",;
<br />
<br />BEAM SEATS
<br />
<br />Product
<br />Code
<br />
<br />HBS 5-5
<br />HBS 5-6
<br />HBS 5-7
<br />HBS 5-8
<br />HBS 6-5 '
<br />HBS 6-6
<br />HBS 6-7
<br />HBS 6-8
<br />EH8SA
<br />EHBSB
<br />EHaSC
<br />EHBSO
<br />EHBS 512
<br />EHBS 612
<br />EliBS 516
<br />EHBS 616
<br />EHBS 520
<br />EHBS 620
<br />
<br />Dimensions
<br />
<br />Fasteners
<br />
<br />Design loads (Ibs)
<br />
<br />Bearing
<br />1<\000
<br />16800
<br />19600
<br />22400
<br />18900
<br />22680
<br />26460
<br />30240
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<br />PO
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<br />Bolts
<br />HI2'
<br />1.112-
<br />1-112'
<br />1.112'
<br />1-314 .
<br />1-3/4'
<br />1-~4'
<br />1-314'
<br />2-3/4-
<br />2-314'
<br />2-314'
<br />2-314'
<br />2-314"
<br />2-3/4"
<br />2-3/4-
<br />2-3/4'
<br />2-314-
<br />2-~"4'
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<br />5' 10'
<br />6- 10'
<br />r 10'
<br />a- 10'
<br />5-114' 12'
<br />6-112' 12'
<br />5-1/4' 16-
<br />6-1 - 16'
<br />5-114' 20"
<br />6.1Ja' 20-
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<br />6-llS'
<br />SPEC
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