|
<br />!LINTeL BAR CLEAR BOTTOH REINFORCEMENT BARS MAX. 5AFE SAFE LOAD
<br />'LENc.iTH LENe.TH SPAN ' A' MAIN BARS 'B' BARS LOAD ON
<br /> LINTEL ONLY COMPOSITE
<br />2-10. 2'-a. 1'-,. 2-1/32" NONE I.C'OO + 3.000+
<br />3'-'" 3'-". 2''!''2'' PLAIN BAR EN05 I/PT. 11FT.
<br />"'-0. 3'-10. 2'-8. HOOKED UP '00.
<br />-i' -I.. -i'--+" 3' -:.t" PO~ 2-1/2"
<br /> ,
<br />5'-,. 5'-2. ""-0. 2-#3RD. NONE 1.000+ 2)00+
<br />5'-10. 5'-a" -i'-,. 11FT. I/PT.
<br />,'-4. "-2. 5'-0.
<br />"-8. "--i. 5'--i-
<br /> ~
<br />1'-5. 1'-0" ,'-2. 2-IHRO. NONE aoo+ 2.:250+
<br />a' --i. 1'-10. 1'-0. 11FT. 11FT.
<br /> ,
<br />'I' ~.... 8'10. 8' - O. 2-~~RO. NONE 800+ 2.000+
<br />10',-'. 10'-0. '1'-2. I/~T. 11FT.
<br />{:
<br />II' - ,,- 10'-10" 10'-0. 2-15RO. 2-13RO. 800 I/FT. 2.000 I/FT.
<br />12'-,. 12'-0. 11'-2" 100 I/FT. 1.800 11FT.
<br />13'--+. l:l'-IO. 12'-0. '50 I/FT. 1.'00 11FT.
<br />1-+'-0. 13'-'" 12'-a. '00 11FT. 1,100 11FT.
<br /> ;
<br /> --
<br />
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<br />
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<br />
<br />1-5/8- j,
<br />
<br />PRE CAST CONCRETE
<br />
<br />REINPORCINe. 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 />ad
<br />ae
<br />at
<br />ag
<br />
<br />.",.
<br />
<br />
<br />f
<br />
<br />, ,
<br />
<br />
<br />He 20 UA
<br />Large Hurricane lie
<br />1250# Uplift
<br />625# Parallel to Plate
<br />
<br />NAILING
<br />
<br />LEDe.ER STRIP
<br />50LEJ PL. TO JOIST OR BLK'e.-FACE NAIl.
<br />TOP OR SOLE PL. TO STUD-END NAIL
<br />STUD' TO 50LE PL.-TOE NAIL
<br />DBL. STUDS-FACE NAIL
<br />DBL. TOP PLATES-FACE NAIL
<br />COU '(lNUOUS HD'R TlUO PLACES
<br />CONTINUOUS HD'R TO STUD-TOE NAIL
<br />Ixa SHEATHINe. OR LESS TO EA. BRN'C,-FACE NAIL
<br />OVER IXS SHEA THINe. TO EA. BRN'e.-FACE NAIL
<br />BUlL T UP CORNER STUDS
<br />BUILT UP e.IRDERS AND BM'S UP TO TRUSS MEMBERS
<br />
<br />112. e.YPSUM SHEATHING
<br />5/S. GYPSUM SHEATHING GYPSUM e.YP5UM uJAl.LBD'S
<br />
<br />112.
<br />
<br />5/a.
<br />
<br />HARDBD. LAP SIDINe.-DIRECT TO STUD
<br />
<br />HARDBD. LAP SIDING OVER5HEA THINe.
<br />
<br />HARDBD. PANEL SIDINe. DIRECT 'ro STUDS
<br />
<br />HARDBD. PANEL SIDING OVE~SHeATHINe.
<br />
<br />GIRDER HANGERS (HeAVY)
<br />
<br />· Malerial: 7 gauge (3116") H. A. fleet
<br />· 314" diameter bolts requiroo
<br />· Used where heavy desig" loads and
<br />uplift are required
<br />· saccI Compliance Report No. 9142
<br />· Dade County Approval No. 91.0119.8{~O)
<br />· HSU 100 saccI PST&ESI No. 9408
<br />
<br />/'
<br />
<br />, ~~
<br />
<br />',l
<br />
<br />""
<br />
<br />TOP LEG BARS
<br />
<br />1/32.RD. PLAIN BAR EACH
<br />LEG UP TO I-+'-a. LENe.TH&
<br />3/8'RD. REBAR EACH LEG
<br />OVER li'-8' LENGTH5
<br />1/32' STIRRUPS -i'-O. O.C.
<br />LENG THS OVER Ii' -a'
<br />, TieD OR WELDl\O
<br />, A' BARS (HAIN REINFJ
<br />5EE SCHEDULE
<br />'B' BARS SEE SCHEDULE
<br />
<br />TYPICAL LINTEL
<br />
<br />
<br />"'.-.... ..~ .... -, .,...,,- -",;",- '1'T-'~-',--" "~~'':''l''''' ~.~. .
<br />
<br />~~"'_' ~'-- ~..- .,..-_._t"_. ..
<br />o .
<br />
<br />T."T' -.~ --. ........ -.;;".,
<br />
<br />\ _"'-.'_~~----:,~r'--
<br />
<br />'.-"r-,'" ,-
<br />
<br />','~ 'Ie ,.....~- "'7'
<br />
<br />-'.r-
<br />
<br />'.1 .~
<br />
<br />,
<br />
<br />'"
<br />
<br />
<br />1/31'RD. PLAIN BAR' PoACH
<br />
<br />tit
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<br />,
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<br />I
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<br />'.-'---.'
<br />
<br />- 1/'~2. PLAIN STIRRUPS
<br />(POSTIONER&) i'-O. O.C.
<br />TI8D OR WELOED
<br />
<br />lT~~r;~N~:LIW~b 11W~~3i
<br />PRe-5TREa~NG CABLe
<br />
<br />.
<br />co
<br />"-
<br />U)
<br />I
<br />r-
<br />
<br />
<br />
<br />- 'A' BARS PER SCHeOUlE
<br />
<br />1
<br />
<br />1-3/a.
<br />
<br />1
<br />
<br />PRE STRESSED CONCTETE
<br />
<br />SECTIONS
<br />
<br />THIS DRAWING IS fHE SOLE
<br />PROPERTY OF ~EN ZE(HIEL, PA.
<br />ANYONE USING THIS DRAWING
<br />WITHOUT WRITtEN PERMISSION
<br />OF OWNER WILL SE PROSECUTED"
<br />
<br />~ ~"-
<br />
<br />". -
<br />
<br />REINfORCING SCHEDULE AND LOAD CAPACITIES
<br />
<br />LINTEL" CLEAR
<br />LENe.TH SPAN
<br />
<br />'A' eAR
<br />5CHeDULE
<br />
<br />MAX. SAFE
<br />LOAD
<br />LIN TEL ONL
<br />550 I/FT,
<br />-'50 I/PT.
<br />510 11FT.
<br />500 11FT.
<br />i25 11FT.
<br />380 I/PT.
<br />320 I/PT.
<br />
<br />SAPE LOAD
<br />ON
<br />OHPOSITE
<br />
<br />1,'00 I/FT.
<br />1,810 '/FT.
<br />1.580 ./PT.
<br />1....09 I/PT.
<br />1..100 '/FT.
<br />';220 '/PT.
<br />'20 ./PT. .
<br />
<br />ah 1""-8"
<br />ai 15'--i.
<br />aJ 11'--i.
<br />a I~'--+.
<br />am 20'-0'
<br />an 22'-0.
<br />ao 2-i'-0"
<br />
<br />13' --i.
<br />l-i'-O.
<br />1,'-0.
<br />la'-o.
<br />18'-a.
<br />20'-8'
<br />22'-8*
<br />
<br />NONe;
<br />NONS
<br />I-1RO. BARS
<br />2-#SRO. eARS
<br />2"#:;R8~ BARS
<br />2-#SR' . 6AR&
<br />2-15RO. BARS
<br />
<br />, 1,'
<br />
<br />. .,.. ,--
<br />
<br />
<br />~
<br />
<br />1-'5RO. BAR CONTINOUS
<br />CuNC. KNOCKOUT BLOCK
<br />ceLLS AND 'u' LINTEL FILLED W/CONC.
<br />t2500 P51 AT 2a DAYS)
<br />peR CA&T 'u' BLOCK (SEE DETAil)
<br />liRD. BAR ADDEO THRU 'u' LINTEiL TO
<br />5UPPORTS IN SPANS GREATER THAN 12'-0.
<br />
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<br />to
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<br />~
<br />
<br /><
<br />
<br />
<br />St't:CIFICA TIONS
<br />I. BAR STEEL SHALL BE MIN. GRADE iOt. DEFORMED EXCEPT
<br />WHERE PLAIN BARS (HOOKED FOR BOND ANCHORAGE) ARE
<br />5PECIFICALL Y PERHITeD.
<br />2. CONCRETE IN PRECAST MEMBERS TO BE MIN. iOOO PSI
<br />AT 2S DAYS.
<br />
<br />COMPosrTE
<br />
<br />LrN TEL
<br />
<br />SECTION
<br />
<br />HCS HCDPl
<br />Hurricane Clip Hurricane Clip Double Top Plate
<br />520# Uplift 52011 Uplift
<br />350# Parallel to Plate 2501# Parallel to Plate
<br />250# Perpendicular to Plate 16011 Perpendicular to Plate
<br />SCHEDLILE
<br />
<br />
<br />Can a. Inltallw
<br />Oil Exlatlng Slab.
<br />
<br />HCOPl
<br />Hurricane Clip Doub!1) Top Plate
<br />52011 Uplift
<br />250# Parallel to Plate
<br />16011 Perpendicular to Plate
<br />
<br />"d
<br />I'd
<br />I'd
<br />ad
<br />"d
<br />I'd
<br />I'd
<br />8d
<br />8d
<br />8d
<br />I'd
<br />20d
<br />
<br />II e.A 1-1/2. GALVV. 1/". HD.
<br />II CIA. 1-3/-+' ClALV. 1/". HD.
<br />
<br />1-3/a. DRYuJALL NAIL
<br />
<br />1-112. DRYuJAlL NAIL
<br />
<br />
<br />ad CORROSION RESISTANT WI MIN.
<br />SHANK DIA. OF .0'''. AND A MIN HO.
<br />DIA. OF .2-i.
<br />
<br />10d CORROR510N RESISTANT W/NIN.
<br />5HANK DIA. OF .0'1'1. AND A MIN.
<br />HD. OIA. OF .2iO.
<br />
<br />ad CORROSION RESISTANT WI MIN.
<br />SHANK OlA. OF .0'12" AND A MIN.
<br />HO. DIA. OF .:225'
<br />
<br />ad CORROSION RESISTANT W/NIN.
<br />SHANK DIA. OF .0'12. AND A MIN.
<br />HD. OIA. OF .2:25.
<br />
<br />.
<br />',.
<br />
<br />DescrIption W H
<br />Girder Hgr(Heavy) 3-114" 23"
<br />Gif<l~r Hgr (Heavy) 5" 23-112'
<br />
<br />
<br />
<br />3 ' eA. JOIST
<br />". O.C.
<br />2
<br />-+
<br />2-i" O.C.
<br />I". 0:;.
<br />I'. O.C. ALONG EA. EDGE
<br />3
<br />2
<br />2
<br />2-+. O.C.
<br />32" O.C. ' TOP AND BOTT. AND
<br />2 E"~DS ' EA. SPLICE
<br />
<br />STAC.C.ERED
<br />
<br />
<br />ABEU
<br />
<br />1" O~ CL'G a. ON WALLS
<br />18' O.C. ' "rOp AND BOTTOM EDGES
<br />
<br />
<br />la" O.C. · TOP AND BOTTOH EDGES
<br />
<br />
<br />I." O.C. ' EDC.ES AND 12. O.C. '
<br />INTE?MEOIA TE SUPPORTS
<br />
<br />,. O.C. " EDe.eS AND 12" O.C. '
<br />INTERMEOIA TE 5UPPORTS
<br />
<br />I
<br />.."
<br />
<br />Fasteners
<br />Bolls
<br />Girder Block
<br />5--314. 2-~4.
<br />6-314. 2-~4'
<br />6-3/4' 2-314"
<br />~3.W 2.314.
<br />6-314. 2-314'-
<br />6-314' 2.314.
<br />
<br />to
<br />
<br />Ole 7
<br />Oe.emp.d to r/ompry Anchor
<br />'-t~~1# Uplif{
<br />131011 Per;'endicular to Plate
<br />, 7851 ra'~~l!e' to ~Iate
<br />
<br />I ..) _0,..--.-. _
<br />
<br />. -
<br />
<br />
<br />.,....-
<br />
<br />, ...-.-..__.."'.,....~.
<br />'.' . ~eo': &1 .. ... ,.,
<br />
<br />.A.... ~ .c~"'''''' ~...,"'" .."".f'.r '-~. "T' "",.'. ~-"-,_ "_.'''!".~,. -y;- ..~.._.-.
<br />, ,
<br />
<br />:- ., ~ ~:~~~~:':- '":"-"'"Jil!~. 7"-rr'; -~._...- '--:-.~ .~ '",~ "r' ..~ ~---'I-- - ~..,-."",,' <......~-.-.;O-~..~""'T;~-~...,.- . ,'-:"r
<br />
<br />..,....~---.;---,......-;- ~~;~r'
<br />
<br />.......... .,.-~~~-:..~/.r-........... --:--~ -~~.;~-,':-- ~- "'T.- .-.... "1"".-,,- t.:.
<br />
<br />T
<br />
<br />.IT 'T' TIIIl ~
<br />
<br />~
<br />
<br />
<br />
<br />SAFE LOAD TABLE FOR CAST-GRETE
<br />HIC,H-S TRENC, TH
<br />PRECAST AND PRESTRESSED 'u' LINTELS
<br />
<br />~ - ~
<br />~ --='{ ,.
<br />? ~ :
<br />...~ _. :::- '.~..-.
<br />~ k~l1]~':;;nJ Fi.>J'W'~~~n.
<br />---J -- -rJ!J-] ~--,._J ~-""-J''''=--I~~J1:M:::'1
<br />-.--'----'--. --.-~~==--- --"~-.-~._-- ~"---=--~J
<br />
<br />TA24
<br />Truss Anchor
<br />~ tS85i# Uplift
<br />
<br />. . SAFE LOAD-POUNDS PER LINEAR FOOT
<br /> -
<br />LENGTH UNFILLED FILLED
<br />I
<br /> -i'-O' (-18.) PRECAST 1.815 LBS. '.OiS LBS.
<br />-
<br /> -i'-,. (5i.) PRECAST 1.850 LBS. -i.815 LBS.
<br />-- --. e;..
<br /> 5'-i' (,....) PReCA&T 1,1"') LBS. "'''15 LBS.
<br /> ---
<br /> 5'-10' (10') PRECAST 1.515 LB&. 3.1'H LBS.
<br /> ,'-I.. (18' ) PRECAST 1.5'5 L6&. 3.:2'0 LBS.
<br /> --
<br /> '1'_'. t'O.) PRECA&T 1.550 LBG. :l.&~1 LBS.
<br />~_.__. - -~-----_._.
<br /> ,,'--i' C112.) PReCAST 1.025 LBS. '..li1 LB5.
<br />~.r - ----.v~ -J,- ~~.
<br /> 10'-'- (12") PRECAST 'l'l2 LB&. 1.33'3 LBS.
<br />.
<br /> =..~.. -
<br /> II'-i' t13'.0 PRECAST 800 LBS. I,OIS LBS.
<br /> 1;1'-0' n-1....) PReCA& r 150 LBS. '0'1 LBS.
<br /> ~--
<br /> ,3'--i. (If.O.) PReCAST _51 LBS. '.3-+1 LBS:,
<br /> li'-O. ("a.) PRECAST 585 Les. "0'1 LBS.
<br /> ----
<br /> li'-a" 011.') PReSTRESSED 5'3 LBS. 1.3-11 LBS.
<br /> ~5'-i. CIS....) PReSTRESSED 510 LBS. 1,:210 L B 5.
<br />r n'-i" (20a') PRE&TRES&ED -~_.---
<br /> 381 LBS. 'U Las.
<br />t ......-=-.,............
<br />, l't'--i. t232.) PRESTREsseD 28" LBS. a23 \.B&.
<br /> ~
<br /> -
<br />
<br />AA 218
<br />Rivitedfruss Anchor
<br />1441 # Uplift
<br />
<br />t'I}'
<br />
<br />:--- 203/8"- - ~
<br />
<br />~Il'1"
<br />~
<br />
<br />
<br />a
<br />b
<br />c
<br />d
<br />e
<br />f
<br />9
<br />h
<br />i
<br />j
<br />k
<br />01
<br />n
<br />o
<br />p
<br />q
<br />
<br />f.-
<br />
<br />l~th
<br />
<br />ANCHOR BOL 1S
<br />
<br />
<br />· Nuts and washers included
<br />
<br />Pr()du.:t
<br />Code
<br />AB 126
<br />AB 128
<br />AB 1210
<br />AB 121 ~
<br />AS 1260
<br />AB 1280
<br />
<br />DimensIons
<br />112' X e'
<br />112' X e
<br />112" X W
<br />112' X 12"
<br />112" X 6'
<br />112' X 8'
<br />
<br />aryl WgtJ
<br />Box BolC
<br />50 16
<br />60 23
<br />50 26
<br />29
<br />50 16
<br />50 23
<br />
<br />Duerl lion
<br />Arx.hor Boil$
<br />Bolts
<br />AM.hor I30lts
<br />Aochor Bolts
<br />Anclx>r Bolts. Gal...,
<br />A~ Its. Gal...,
<br />
<br />
<br />
<br />,"BOVE INFORMATION IS BASED ON CAST-CRETE (FECP CORP'> BRAND
<br />!.Ii~TEL5.
<br />
<br />~ " ... 1'-.... J
<br />~ASED ON TESTS CONDUCTeD at' ~ERTHER F. ROSCH, P.E.
<br />
<br />flRECA5T LINTELS MAY BE aUPPLleD BY CAST CRETE OR OTHER
<br />elJILDING CODE APPROVED PRECA5T MANUFACTURERS.
<br />
<br />. ...<~'" ii
<br />
<br />I~
<br />~
<br />
<br />- .~.
<br />
<br />
<br />
<br />ANCHORING WASHERS
<br />
<br />
<br />. 2' Diameter Minimum
<br />. ----
<br />19J1 ~a. ~l
<br />
<br />~--
<br />
<br />~,
<br />
<br />-.-
<br />
<br />I
<br />HD2X:
<br />\
<br />Truss Held Down Strap
<br />1271# U.)lift
<br />---_\\-
<br />
<br />Product
<br />Code
<br />WSH 916
<br />WSH 1093
<br />
<br />DImensions Fasteners
<br />Oepth Slot Aneh.OI SoIt
<br />1/4" 1-1I2X9J16" . 112' dia
<br />1/8 9116' dia 1. dia
<br />
<br />Description
<br />West Palm Beach Washer
<br />SSTO-1093 AndIoling Wc,~~,
<br />
<br />HCS
<br />Hurricane Clip
<br />520# Uplift
<br />35011 Parallel tc. Plate
<br />250# Perpendicular to Plate
<br />
<br />HClHlAH
<br />Hurricane Clip
<br />520# Uplift
<br />20011 Parallel to Plate
<br />155# Perpendicular to Plate
<br />
<br />
<br />
<br />REQUIRED SAFETY GLAZ'NG 'N ~AZAROOUS LOCATIONS
<br />
<br />lI.
<br />3-112'\ - 3.... d1. X 12"
<br />
<br />EHBS
<br />
<br />- 31... d1.;c U"
<br />
<br />~ !AZAROOUS LOCATIONS
<br />OH! FOlLOlUINe. SHALL aE C0t-161t)Wl:O SPECIFIC LOCATIONS FOR THe
<br />PURPOSES OF C.LAZINe.:
<br />J. GLAZING IN INGRESS AND EC.RESS DOORS EXCEPT JALOUSIES.
<br />
<br />2. <,LAZINe. IN FIXED ANO SLIDING PANELS OF SlIDINe. (PATIO) DOOR
<br />ASSEMBLies AND PANELS IN SWINe.iNG DOORS.
<br />3 ('~l-AZINe. IN STORM DOORS. .~
<br />.... tC,LAZING IN ALL UNFRAHED 5WINGINe. DOORS.
<br />5. ~LAZING IN DOORS AND eNCLOSU~ES POR HOT TUBS. WHIRLPOOLS. 5AUNAS,
<br />arEAM ROOMS, BATHTUBS AND SHOWERS. e.LAZINe. IN ANY PORTION OF A
<br />alO'G UlALL eNCL05INe. THESE COi~PARTMENTS WHERe THE BOTTOM EDGE OF
<br />OP THE GLAZING IS LESS THAN '0.. (152... MM) ABOVE THE ORAIN INLET.
<br />,. GLAZINe. IN AN INDIVIDUAL FIXf!D OR OPERATive ADJACENT A DOOR WHERE
<br />THE NEAREST VERTICAL EDGe /S A 2i. ('10 MM) ARC OIS THe DOOR IN A
<br />CLoseD POSITION AND uJHOSE BOTTOM EDGE 15 LESS THAN '0. 1I52-+ MM)
<br />,\BOVE THE PLOOR OR lUALKINe. SURFAce.
<br />1. GLAZINe. IN AN INOiVIDUAL FixeD OR OPERABLE PANeL~ OTHER THAN THOSE
<br />LOCATIONS DESCRIBED IN ITEMS 5 AND , ABove. THA r MEETS ALL vF THE.
<br />F()lLOUJINe. CONDITIONS:
<br />~\. EXPOSED AREA OP AN INDIVIDUAL PANE GREATER THAN 'I sa. PT. (O.S-i MI.)
<br />e. BOTTOH eDGe LESS THAN 18. H31 MM) ABOVE THE FLOOR
<br />C .TOP EOGE C.Rf;A leR THAN 3'. ("... MM) ABOVE THE FLOOR.
<br />D.ONE OR HORt! WALKING aURPACES WITHIN 3'. ('Ii MM) HORIZONTALLY OF THE
<br />PLANE OP TH,E e.LAZING.
<br />S ALL C.LAZING IN RAILINGS Rec.AROLl!S5 OF AReA OR HEIGHT ABove A WALKINe.
<br />SURFACE INCt..UOING STRUCTURAL BALUSTER PANELS AND NONSTRUCTRUAL
<br />I.'f FILL PANELS
<br />." GLAZINe. IN WALL AND FENCES eNCLOoINC, INOOOR AND OUTOOOR 8UJltH11NCa POOL5
<br />1l1HERE THE BOTTOM ecc.e OF THE "LAZING 10(1\ )Lf!S& THAN '0. 05:25 ttHJ ABOVE
<br />1 He UlALKINu aUf~fSAca ON THE POOL sloe ANO(a) WITHIN 35. ('1'" MH) HORIZONTALLY
<br />OP THE t'JALKING SURfAce ON THE POOL sloe. THU; SHALL APPLY TO SINGLE
<br />C.LAZINCa AND ALL P,'NE5 IN MULTIPLE GLAZING. -"',~
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<br />BEAM SEATS
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<br />Produ.:t Dimensions Fasteners DesIgn loads (Ibs)
<br />Code W PO PW Bolts BearIng
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<br />Has 5-5 5-1/4" S. Ir 1-1~ 140C()
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<br />Has 5-6 5-114" o. i' 1.1~ 1 MOO
<br /> ---
<br />Has 5-1 5-1/4' r 7" 1.112' 19600
<br />Has 5-8 5-114. $. ' r 1-1~ 22400 ..-
<br />Has 6-5 ' 6-7/8' ~" 9' 1-314-- 18900
<br />Has 6-6 6-"1/8' 6'-- 9" 1-3/4' 22600
<br />Has 6-7 6-7/8" ," . 'j" 1~4' 26460
<br />lias 6-8 6-7/8. 8" 9" 1-3/4' 30240
<br />EHBSA SPEC S. 10' 2-3/4'
<br />EHBSS SPEC o' 10' 2-314.
<br />EHBSC SPEC r 10' 2-~4.
<br />EHBSO SPEC 8' 10" 2-314.
<br />EHas 512 SPEC 5-1/4. 12' 2.314'
<br />EHas 612 SPEC 6-1W 12" 2-314"
<br />EHBS 516 SPEC 5-114. 16. 2-3/4. .
<br />EHBS 616 SPEC 6.112. 16" 2-314. ..
<br /> , ---
<br />EHBS 520 SPEC 5-114. 20" 2-314"
<br />-Elias 620 SPEC 6-1 tY' 20. 2-W.'" '
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<br />peslgn L~4s (Ibs)
<br />Uplift .",
<br />Length 0' Bolt In Carrying
<br />Mln Max Memt:er ..
<br />Nails Nails Bolls 1"1/2 3 4-1t.1 &
<br />625 2100 3eOO ~860 6295 5155- 57~. < I
<br />625 .2500 5250 ms 7530 7875 _ 7d7. ~ - t~tJ~~
<br />62~. -2815.t OOM '_ 1??oo 1??oo ,'XOO r 0
<br />. , TRUSS QIRDER HANGERS
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<br />Carrying
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<br />o W H . 8?lls Mln Max 6jlls
<br />4-&'8' 3-71\6 ~:- {~\3:4 MB ';.lOd 14.1Od 2 ~
<br />4.112" 5.1/8" 21'1&'.'6'r(~~~I:t,~ 16-1Od (2) 3/1
<br />5-!/4~ 6-7/8" 21~4. (4) 1 MB 14-1~~~12'2 {3} 1,
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