|
<br />"
<br />~
<br />
<br />"
<br />~
<br />'"\
<br />.-
<br />
<br />-.
<br />
<br />--,
<br />
<br />,. ~
<br />I I '"
<br />I ,
<br />I ,
<br />I ,
<br />I ,
<br />
<br />\ II :~
<br />, I
<br />, ~~ ~__Q..__..9~~ ~
<br />'\ ~ '\ '-I
<br />I I-Ik~}- I_~~!-i-
<br />1 1-5/8" r'
<br />" I
<br />I
<br />PRE CAST CONCRETE
<br />I
<br />
<br />"
<br /><0
<br />"-
<br />U)
<br />I
<br />r-
<br />
<br />"
<br />N
<br />~
<br />I
<br />U)
<br />
<br />REINFORCINC, SCHEDULE AND LOAD CAPACITIES
<br />
<br />tlNTEL
<br />LEliC,TH
<br />
<br />TOP LEG BARS
<br />
<br />1/32"RD. PLAIN BAR EACH
<br />LEC, UP TO 14'-8- LENGTHS
<br />3/8'RD. REBA~ EACH LEC,
<br />OVER li'-8" LENGTHS
<br />1/32' STIRRUPS i'-O" O.C.
<br />LENC,THS OVER li'-8"
<br />TIED OR WELDEn
<br />, A' BARS (MAIN REINF.>
<br />SEE SCHEDULE
<br />'B' BARS SEE SCHEDULE
<br />
<br />TYPICAL
<br />
<br />, II.
<br />
<br />, ~~
<br />
<br />"
<br /><0
<br />"-
<br />U)
<br />I
<br />r
<br />
<br />"
<br />
<br />~~ ...--
<br />~"
<br />I
<br />, -,
<br />'\ ,
<br />
<br />LIN TEL
<br />
<br />SECTIONS
<br />
<br />BAR CLEAR
<br />LENC,TH SPAN
<br />
<br />BOTTOM REINFORCEMENT BARS
<br />, A' MAIN BARS 'B' BARS
<br />
<br />r 2-10'
<br />s 3'.-,.
<br />t -i'-O-
<br />u -i'- '"
<br />
<br />v 5'-,'
<br />w 5'-10'
<br />x ,.-....
<br />y "-8-
<br />
<br />z 1'-5'
<br />aa 8'--+"
<br />
<br />ab ~'--i'
<br />ac 10'-,'
<br />
<br />ad 11'--+"
<br />ae 12'-,'
<br />af 13'-4.
<br />ag l-i'-O'
<br />
<br />2'-8'
<br />3'--+'
<br />3'-10.
<br />-i' --+.
<br />
<br />1'-,.
<br />2'-2"
<br />2'-8'
<br />3'-~-
<br />
<br />2-1/32"
<br />PLAIN BAR END9
<br />HOOKED UP 'tOO.
<br />FO~ 2-1/2'
<br />2-#3RD.
<br />
<br />5'-2'
<br />5'-8'
<br />,'-2-
<br />"--i"
<br />
<br />-i'-O'
<br />-i'-,'
<br />5'-0"
<br />5'--+.
<br />
<br />1'-0-
<br />1'-10"
<br />
<br />8'10.
<br />10'-0"
<br />
<br />,'-2'
<br />1'-0.
<br />
<br />2-#4RD.
<br />
<br />8'-0.
<br />~'-2"
<br />
<br />2-~~RD.
<br />
<br />10'-10'
<br />12'-0'
<br />11'-10'
<br />13'-'-
<br />
<br />10'-0'
<br />II' -2'
<br />12'-0.
<br />12'-8'
<br />
<br />2-#5RD.
<br />
<br />.ili
<br />
<br />....
<br />
<br />
<br />.'
<br />
<br />:L~
<br />"-- ~
<br />~~
<br />
<br />He 20 UR
<br />Large Hurricane Tie
<br />1250# Uplift
<br />625# Parallel to Plate
<br />
<br />NAILING
<br />
<br />LEDC,ER STRIP
<br />SOLE PL. TO JOIST OR BLK'C,-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 />CONTINUOUS HD'R TWO PLACES
<br />CONTINUOUS HD'R TO STUD-TOE NAIL
<br />IX8 SHEATHINC, OR LESS TO EA. BRN'G-FACE N1'IL
<br />OVER IX8 SHEA THINC, TO EA. BRN'C,-FACE NAIL
<br />BUILT UP CORNER STUDS
<br />BUlL T UP GIRDERS AND BM'S UP TO TRUSS MEMBFRS
<br />
<br />1/2' C,YPSUM SHEATHINC,
<br />5/8' C,YPSUM SHEATHINC, C,YPSUM C,YPSUM WALLBD'S
<br />
<br />1/2'
<br />
<br />5/8.
<br />
<br />HARDBD. LAP SIDING-DIRECT TO STUD
<br />
<br />HARDBD. LAP SIDING OVERSHEA THING
<br />
<br />HARDBD. PANEL SIDING DIRECT TO STUDS
<br />
<br />HARDBD. PANEL SIDINC, OVERSHEATHINC,
<br />
<br />GIRDER HANGERS (HE:A VY)
<br />
<br />
<br />13116.0IA.
<br />,
<br />
<br />Uplift Blocking
<br />..~
<br />
<br />· Material: 7 gauge (3116") H. R. Steel
<br />· 314" diameter bolts required
<br />· Used where heavy design loads and
<br />uplift are required
<br />· saccI Compliance Report No. 9142
<br />· Dade County Approval No. 91-0719.8(90)
<br />· HSU 100 saccI PST&ESI No. 9408
<br />
<br />NONE
<br />
<br />MAX. SAFE
<br />LOAD
<br />LINTEL ONLY
<br />1,000 +
<br />#/FT.
<br />
<br />SAFE LOAD
<br />ON
<br />COMPOSITE
<br />3,000+
<br />#/FT.
<br />
<br />NONE
<br />
<br />1,000+
<br />#/FT.
<br />
<br />2JOO+
<br />#/FT.
<br />
<br />NONE
<br />
<br />2.250+
<br />#/FT.
<br />2,000+
<br />#/FT.
<br />2,000 #/FT.
<br />1,800 #/FT.
<br />1,'00 #/FT.
<br />1,100 #/FT.
<br />
<br />NONE
<br />
<br />800+
<br />#/FT.
<br />800+
<br />#/FT.
<br />800 #/FT.
<br />100 #/FT.
<br />'50 #/FT.
<br />'00 #/FT.
<br />
<br />2-#3RD.
<br />
<br />--~
<br />
<br />.~
<br />I < .... :=)
<br />
<br />~~.
<br />
<br />~"--
<br />
<br />LINTEL CLEAR
<br />LENC,TH SPAN
<br />
<br />ah 14'-8'
<br />a i 15' --+"
<br />aJ 11'-4'
<br />ak 1~'-4"
<br />am 20'-0'
<br />an 22'-0-
<br />30 2-+' -0"
<br />
<br />13'--+"
<br />1-+'-0"
<br />"'-0'
<br />18'-0.
<br />18'-8-
<br />20'-8'
<br />22'-8"
<br />
<br />,
<br />I'
<br />
<br />~ ().-~
<br />~ '-'-S
<br />~I .~~
<br />=1 ,~
<br />=
<br />=
<br />
<br />.
<br /><0
<br />"-
<br />Ul
<br />I
<br />U)
<br />
<br />~
<br />
<br />..
<br />..
<br />
<br />~
<br />"-----/
<br />
<br />-,
<br />
<br />-
<br />
<br />. ~
<br />~ /
<br />/ ~:::::-':-4
<br />/ r---~,
<br />-<-=- h - ---
<br />- .0 ""_
<br />..1',.,., l.-., , .
<br />c ~~ . i - ,~~ -~ .~ _ 'loo .
<br />t..~t":,' !U:
<br />. T ""...- 1 :---::-'1
<br />. '. ""--c. /_-,'
<br />, I;--~ - c......
<br />- --'. \ -'-- -- --
<br />- ------_ I -
<br />
<br />-- -. . . '. I
<br />----- . . .
<br />
<br />~
<br />~.~R' ~.~? ~J--l
<br />.-l -..ttF-
<br />--..~ .
<br />- , - w'.
<br />.. --l~ ~
<br />-- -----. . ------=If. '"=-,--, -;::::;--r--
<br />-- --------. -----.:::.-
<br />----
<br />
<br />1/32"RD. PLAIN BAR F.ACH
<br />
<br />SAFE LOAD T ABLE FOR CAST-CRETE
<br />HIGH-S TRENG TH
<br />PRECAST AND PRESTRESSED 'U' LINTELS
<br />
<br />~ ~
<br />I ,
<br />I ,
<br />I ,
<br />I ,
<br />I I
<br />I I
<br />I ,
<br />I !j
<br />\0 o/~
<br />'.-'- --'~"..I
<br />
<br />"'
<br />
<br />1
<br />
<br />1-3/8'
<br />
<br />1/'32' PLAIN STIRRUPS
<br />lPOSTIONERS) 4'-0' O.C.
<br />TIED OR WELDED
<br />
<br />2 STRANDS, 1/1", 1 WIRE
<br />STRESS RELIEVED 150 K3-i
<br />PRE-STRESSINC, CABLE
<br />
<br />TA24
<br />Truss Anchor
<br />1585# Uplift
<br />
<br />'A' BAR
<br />SCHEDULE
<br />
<br />NONt
<br />NONE
<br />#"'RD. BARS
<br />2-#5RD. BARS
<br />2-#5RO. BARS
<br />2-#5RD. BARS
<br />2-#5RD. BARS
<br />
<br /><
<br />
<br />SAFE LOAD-POUNDS PER LINEAR FOOT
<br />
<br />· A' BARS PER SCHEDULE
<br />
<br />LENC,TH
<br />
<br />UNFILLED
<br />
<br />FILLED
<br />
<br />1
<br />
<br />l'lf"'
<br />
<br />a -i'-O" ("'8") PRECAST
<br />b -+'-," (5-+") PRECAST
<br />C 5'-.... ('-i") PRECAST
<br />d 5'-10' no") PRECAST
<br />e ,._'" (18' ) PRECAST
<br />f 1'-" ('to') PRECAST
<br />9 ~'--+' (112") PRECAST
<br />
<br />e'
<br />h 10'-'" 02") PRECAST
<br />
<br />"
<br />I
<br />
<br />1,815 LBS.
<br />1,850 LBS.
<br />
<br />',0"'8 LBS.
<br />i,815 LBS.
<br />4."5 LBS.
<br />3,1...... lBS.
<br />3,2'0 LBS.
<br />2,Soa1 LBS.
<br />.,1"'1 LBS.
<br />...~ -....
<br />.,' -
<br />1.333 LBS.
<br />1,018 LBS.
<br />'t0~ LBS.
<br />1,3"" LBS.
<br />~O~ LBS.
<br />-
<br />
<br />1.3...1 LBS.
<br />1.210 LBS.
<br />'t1l LB&.
<br />823 L.BS_
<br />
<br />r
<br />
<br />1,1-i3 LBS.
<br />1.515 LBS.
<br />1.5'5 LBS.
<br />1.550 LBt>.
<br />1.025 LBS.
<br />~'22 LBS.
<br />800 LBS.
<br />150 LBS.
<br />..5' LBS.
<br />585 LBS.
<br />5'3 LBS.
<br />510 LBS.
<br />381 LBS.
<br />28~ LBS.
<br />
<br />THIS DRAWING IS THE SOLE
<br />PROPERTY OF KEN IECHIEL, PA"
<br />ANYONE USING THIS DRAWING
<br />WITHOUT WRITTEN PER"ISSION
<br />OF OWNER WILL BE PROSECUTED"
<br />
<br />MAX. SAFE SAFE LOAD
<br />LOAD ON
<br />LINTEL ONLY COMPOSITE
<br />550 #/FT. 1.'t00 #/FT.
<br />'50 #/FT. 1.810 #/FT.
<br />510 #/FT. 1,580 #/FT.
<br />500 #/FT. 1,"'00 #/FT.
<br />-i25 #/FT. 1....00 #/FT.
<br />380 #/FT. IJ220 #/FT.
<br />320 #/FT. I 20 #/FT.
<br />
<br />j
<br />k
<br />m
<br />n
<br />o
<br />pl
<br />qj
<br />
<br />11'-.... 03'-0 PRECAST
<br />12'-0' CI...4') PRECAST
<br />;3'-.... (('0') PRECAST
<br />
<br />Product
<br />Code
<br />AB 126
<br />AB 128
<br />AB 1210
<br />AB 1212
<br />AB 126G
<br />AB 12aG
<br />
<br />l-i'-O' 0'8") PRECAST
<br />1-i'-8' 111'") PRESTRESSED
<br />15'--i" Cl8-+.) PRESTRESSED
<br />11'-.... (208") PRESTRESSED
<br />I~'-"'" (232') PRESTRESSED
<br />
<br />I
<br />
<br />3.
<br />
<br />'"1 ,-"
<br />
<br />ABOVE INFORMATION IS BASED ON CAST-CRETE (FECP CORP'> BRAND
<br />'-II~TELS.
<br />BASED ON TESTS CONDUCTED OBi" ~ERTHER F. ROSCH, P.E.
<br />PRECAST LINTELS MAY BE SUPPLIED BY CAST CRETE OR OTHER
<br />BUILDINCt CODE APPROVED P~ECAST MANUFACTURERS.
<br />
<br />.~ <:?1
<br />k ...-' -~"1
<br />(.'-( ~ .~-::----:t
<br />
<br />"0 "1 ,00 :. '. '.
<br />, o. ... . . .. t),
<br />
<br />:. 1: .. c. .4o ()
<br />0.... 0... O. <:I.
<br />
<br />,/
<br />/..
<br />. .
<br />. '-
<br />
<br />f -=--~
<br />o ~
<br />f :-~-~__
<br />
<br />
<br />
<br />~~~~
<br />q~f
<br />
<br />Sf-'~CIF(CA TIONS
<br />I. BAR STEEL SHALL BE MIN. GRADE -10, DEFORMED EXCEPT
<br />WHERE PLAIN BARS IHOOKED FOR BOND ANCHORAGE) ARE
<br />SPECIFICALLY PERMITED.
<br />2. CONCRETE IN PRECAST MEMBERS TO BE MIN. -1000 PSI
<br />AT 28 DAYS.
<br />
<br />. .
<br />~. :. 0., o.
<br />0.. ."
<br />. .. o.
<br />o.
<br />
<br />-~.,~
<br />
<br />F;
<br />~ ...--, . . A
<br />
<br />t<~,..;,. iff'?
<br />. .~....:....:".. '. . \ :-~-
<br />.; - ..; - . :- '0 " .
<br />. '. -
<br />.--.!.~ ----...:
<br />
<br />,.<.
<br />
<br />-............,-
<br />
<br />......
<br />
<br />~ --------------
<br />
<br />RA 218
<br />Rivited Truss Anchor
<br />1441 # Uplift
<br />
<br />:. - 2-318"- ~
<br />
<br />.. ~f2"
<br />I
<br />>1
<br />
<br />~
<br />~?>"
<br />
<br />. ----
<br />
<br />:-----
<br />
<br />v------~--
<br />y=:=----- ----
<br />J D' --------- - I
<br />( '0 ~'D -----:----- (1f y~o
<br />I.' . D . ____/'
<br />t. .' . .' . D-.
<br />o . 0 ... 0 ~
<br />D. '. i.) . - . 0 .' . o' .
<br />." .oc- c).c? t'
<br />o. I. '. . , c
<br />,,0. ' . ." 0 D'
<br />. . 0 o.
<br />\ ~ 0 '0. ~ D. ,. ,'0'-
<br />~...... to 0' o'
<br />
<br />DescrlDtlon
<br />Anchor Bolls
<br />Anchor Bolts
<br />Anchor Bolls
<br />Anchor Bolts
<br />Anchor Bolts. Galv
<br />Anchor Bolts - Galv
<br />
<br />DImensions
<br />1/2" X f'
<br />1/2" X a"
<br />1/2" X 1 0"
<br />1/2" X 12"
<br />1/2' X 6'
<br />1/2" X 8"
<br />
<br />Oty/
<br />Box
<br />50
<br />50
<br />50
<br />50
<br />50
<br />50
<br />
<br />WgtJ
<br />Box
<br />16
<br />23
<br />26
<br />29
<br />16
<br />23
<br />
<br />PRE STRESSED CONCTETE
<br />
<br />REINFORCINC, SCHEDULE AND LOAD CAPACITIES
<br />
<br />:.----lengtll
<br />
<br />ANCHOR BOLTS
<br />
<br />· Nuts and washers included
<br />
<br />9/16. Dla.
<br />.~
<br />...t:'I2~ ,~
<br />X .-#'
<br />-,J/4. .~\~
<br />~-I
<br />, "
<br />/'
<br />/"
<br />
<br />~
<br />
<br />z4tl V-~
<br />
<br />D' ----------.... ---
<br />
<br />(,'o,,;'D. ~____________ c)
<br />
<br />( '. ' .'. . D. <
<br />. o' . v D '. o' '? . . .)
<br />
<br />
<br />'~~'~"o:~. ..~''': ~"~-'~'v~~'\'
<br />. . 0 ".
<br />00 D. .. "0 t.
<br />.' 0 . c '
<br />
<br />r
<br />tl8"
<br />T
<br />I
<br />
<br />ANCHORING WASHERS
<br />
<br />Product Dimensions
<br />C'ode DescrIption Depth Slot
<br />WSH 916 West Palm Beach Washer 1/4" 1-1/2X9/16"
<br />WSH 1093 SSTO-1093 Anchoring W,)' her, 1/a" 9/16" dia
<br />
<br />....1
<br />
<br />
<br />
<br />:~
<br />1
<br />
<br />2" Diameter Minimum
<br />'.--~----------~------ ~
<br />: 9110" Ola. 'il I
<br />I -~
<br />I
<br />'i-
<br />
<br />COMPOSfTE
<br />
<br />LrNTEL
<br />
<br />SECTION
<br />
<br />H02X
<br />Truss Hold Down Strap
<br />1271 # Uplift
<br />
<br />HCS
<br />Hurricane Clip
<br />520# Uplift
<br />350# Parallel to Plate
<br />I 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 />HCDPl
<br />Hurricane Clip Doub!e Top Plate
<br />520# Uplift
<br />250# Parallel to Plate
<br />160# Perpendicular to Plate
<br />
<br />I'd
<br />I'd
<br />"d
<br />8d
<br />I'd
<br />"d
<br />"d
<br />8d
<br />8d
<br />8d
<br />I'd
<br />20d
<br />
<br />II GA 1-1/2' GALVV. 1/'" HD.
<br />II GA. 1-3/-+' GALV. 1/"" HD.
<br />
<br />1-3/8" DRYWALL NAIL
<br />
<br />1-1/2" DRYWALL NAIL
<br />
<br />8d CORROSION RESISTANT W/ MIN.
<br />SHANK DIA. OF .O~~" AND A MIN HD.
<br />DIA. OF .24'
<br />
<br />rOd CORRORSION RESIST ANT WI MIN.
<br />SHANK DIA. OF .O~~. AND A MIN.
<br />HD. DIA. OF .2"'0'
<br />8d CORROSION RESISTANT W/MIN.
<br />SHANK DIA. OF .0~2" AND A MIN.
<br />HD. DIA. OF .225"
<br />8d CORROSION RESISTANT W/M1N.
<br />SHANK DIA. OF .O~2' AND A MIN.
<br />HD. DIA. OF .225-
<br />
<br />t~~
<br />
<br />.<1
<br />
<br />1-#5RD. BAR CONTINOUS
<br />CuNC. KNOCKOUT BLOCK
<br />CELLS AND /U' LINTEL FILLED W/CONC.
<br />(2500 PSI AT 28 DAYS)
<br />PER CAST 'u' BLOCK (SEE DETAIL)
<br />#"'RD. BAR ADDED THRU 'u' LINTEL TO
<br />SUPPO~TS IN SPANS GREATER THAN 12'-0'
<br />
<br />Can Be InltaUN
<br />On E.dltlng Slab.
<br />
<br />//
<br />
<br />~
<br />,. .
<br />.
<br />~pleal AS h .
<br />Inttalltd /r
<br />~~
<br />
<br />3 II EA. JOIST
<br />I'. O.C.
<br />2
<br />4
<br />2....0.C.
<br />I"~ OJ:.
<br />,,- O.C. ALONC, EA. EDGE
<br />3
<br />2
<br />2
<br />24' O.C.
<br />32" O.C. II TOP AND BOTT.
<br />2 Et-'DS II EA. SPLICE
<br />
<br />AND STAGGERED
<br />
<br />l' 0t1 CL'G 8' ON WALLS
<br />
<br />18- O.C. " TOP AND BOTTOM EDGES
<br />
<br />18- O.C. It TOP AND BOTTOM EDGES
<br />
<br />,. O.C. " EDGES AND 12' O.C. II
<br />INTERMEDIATE SUPPORTS
<br />
<br />" O.C. " EDGES AND 12' O.C. II
<br />INTERMEDIATE SUPPORTS
<br />
<br />Fasteners
<br />Product Bolts Nalls Design loads (Ibs)
<br />Code Description W H Girder Block ~arrled Member Normal Max Uplift
<br />HSU 40 Girder Hgr(Heavy) 3-1/4' 23' 5-3/4" 2-314" 4-1Od 6250 6821 7600
<br />HSU 80 Girder Hgr (Heavy) 5" 23-1/2" 6-3/4' 2-314" 4-1Od 10667 10667 1??oo
<br />HSU 100 Girder Hgr (Heavy) r 23-1/2' 6-3/4" 2-3/4" 4-1Od 9070 10665 1??oo
<br />HSU 4016 . Girder Hgr (Heavy) 3-1/4' 16" 5-3/4. 2-3/4" 4-1Od 8470 8685 11290
<br />HSU 8016 " Girder Hgr (Heavy) 5' 16' 6-3/4" 2-3/4" 4-1Od 10080 12500 121~
<br />HSU 10016" Girder Hgr (Heavy) r 16' 6-3/4" 2-3/4" 4-1Od 10080 13405 12180-
<br />'Not included in ClJrroot Compliance Report
<br />
<br />Uplift BIockIl">9
<br />
<br />REQUIRED SAFETY GLAZING IN WAZARDOUS LOCATIONS
<br />
<br />-'"
<br />PW
<br />~
<br />
<br />\ ooOEI. ~1~~.!'fi9H~~ ~~1~~~ 1.0.lOS
<br />NO. w ~ uy'NH
<br />~~_ ~~ 3~lj_ .._...._._4Q&L. .
<br />.lQ~ J',~' -'F~ 41&5
<br />. ..-......, . ~,... , ...,
<br />*:-a ---1-..... ~...._. "'-~~~$-'-'''-
<br />-:i"ue-'- ""Tfii- ~o;~~.. .-... ---Siis-'--.-
<br />"tr~ _of,S' 3S
<br />__._"~._, .._., ....~3L__,...,_.
<br />
<br />I ~hZARDOUS LOCATIONS
<br />THE FOLLOWING SHALL BE CO~51Oe.R$D SPECIFIC LOCATIONS FOR THE
<br />PURPOSES OF GLAZING:
<br />1. C.LAZINC, IN INGRESS AND EGRESS DOORS EXCEPT JALOUSIES.
<br />
<br />2. GLAZING IN FIXED AND SLIDINC, PANELS OF SLIDING (PATIO) DOOR
<br />ASSEMBLIES AND PANELS IN SWINGING DOORS.
<br />3 GLAZING IN STORM DOORS. ~~
<br />4. GLAZING IN ALL UNFRAMED SWINCtING DOORS.
<br />5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS.
<br />STEAM ROOMS, BATHTUBS AND SHOWERS. GLAZINC, IN ANY PORTION OF A
<br />BLD'C, WALL ENCLOSING THESE CO,1PARTMENTS WHERE THE BOTTOM EDGE OF
<br />OF THE GLAZINC, IS LESS THAN '0,' (152-+ MM) ABOVE THE DRAIN INLET.
<br />,. GLAZING IN AN INDIVIDUAL FIXED OR OPERATIVE ADJACENT A DOOR WHERE
<br />THE NEAREST VERTICAL EDC,E IS A 2-i" ("0 MM) ARC OF THE DOOR IN A
<br />CLOSED POSITION AND WHOSE: BOTTOM EDC,E IS LESS THAN '0' (1524 MH>
<br />ABOVE 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 MEETS ALL OF THE.
<br />F()LLOWINC, CONDITION~
<br />A.. EXPOSED AREA OF AN INDIVIDUAL PANE C,REATER THAN ~ sa. Ff. (0.8-i N1.)
<br />B. BOTTOM EDGE LESS THAN 18' (-+31 MM) ABOVE THE FLOOR
<br />C .TOP, EDGE GREATER THAN 3'" ('tl... MM) ABOVE THE FLOOR.
<br />.c.ONE OR MORE WALKINC, SURFACES WITHIN 3" (91... MM) HORIZONT ALLY OF THE
<br />PLANE OF THE GLAZING.
<br />8. ALL GLAZINC, IN RAILlNCtS RECtAROLESS OF AREA OR HEICtHT ABOVE A WALKING
<br />SURFACE INC~UOIN6 STRUCTURAL BALUSTER PANELS AND NONSTRUCTRUAL
<br />IN FILL PANELS
<br />9. GLAZING IN WALL AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS
<br />WHERE THE BOTTOM EDCtE OF THE CtLAZINC, IS(A )LESS THAN '0' 0525 MM) ABOVE
<br />THE WALKINC, SURFACE ON THE POOL SIDE AND(a) WITHIN 35' ('tl... MM) HORIZONT ALL Y
<br />OF THE WALKING SURFACE ON THE POOL SIDE. THIS SHALL APPLY TO SINGLE
<br />GLAZING AND ALL PANES IN I1UL TIPLE GLAZINC,.
<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 />EHBSA
<br />EHBSB
<br />EHBSC
<br />EHBSD
<br />EHBS 512
<br />EHBS 612
<br />EHBS 516
<br />EHBS 616
<br />EHBS 520
<br />EHBS 620
<br />
<br />~
<br />
<br />
<br />~.laN
<br />~f!~. PUlll..,
<br />'I ~ ~
<br />%. "n
<br />'\.~~ ~] I] :J ~ i ~ ~
<br />...?-~, ,~/ f : '.'
<br />y ,/ ~ (, ...--H-. . :.
<br />y ,~ lI'.. til.~ '. ."
<br />~~:''';';~'' '~b
<br />
<br />-.gr~ '-~IC.I AUf
<br />!Ii at&lll<1
<br />
<br />ABEU
<br />
<br />MOOEL DIMENSIONS rA'lTtHERS --AlLOWAi'-i.TLOA~'
<br />NO. W I l. POn IANCHOR UPlI1T r OOWN
<br />MEH )t;,. I 3'/Z G-1OQ r 'I'i Me WO I 406---~ =
<br />
<br />-. ~.
<br />tJIj2!J~ -
<br />-_. ~---
<br />,D . . - ",---~::::--
<br />
<br />
<br />
<br />-~--l:~_~!i>~]
<br />
<br />OTe
<br />Deemp.d to Comply Anchor
<br />1365# Uplift
<br />1310# Perpendicular to Plate
<br />785# Parallel to Plate
<br />
<br />Fasteners
<br />CarrIed Member
<br />
<br />Nails
<br />Mln Max Bolts
<br />4-1Od 14-1Od (2) 314
<br />4-1Od 16-1Qd (2) 314
<br />4-1Od 1a-1Od (3) 1
<br />
<br />Max
<br />Nails
<br />2190
<br />2500
<br />2815
<br />
<br />Uplift
<br />
<br />D~sl9n Loads (Ibs)
<br />
<br />Length of Bolt In Carrying
<br />Member
<br />Bolts 1"112 3 ~112 6
<br />3500 2860 5295 5755 5755
<br />5250 3375 7530 7875 7875
<br />9665 10000 1 ??oo 10b00
<br />
<br />Carrying
<br />DImensIons Member
<br />D W H Bolts
<br />4-518" 3-7/16" 18-3/4" (2)314 MB
<br />4-112' 5-1/8' 21-15116" (3)314 MB
<br />5-1W 6-7/8" 27-314. (4) 1 MB
<br />
<br />Product
<br />Code
<br />TGH2
<br />TGH3
<br />TGH4
<br />
<br />Mln
<br />Nails
<br />625
<br />625
<br />625
<br />
<br />STRUCTURAL
<br />
<br />DETAILS
<br />
<br />.........w
<br />~~
<br />"
<br />
<br />I Fasteners
<br />: Anchor Bolt
<br />-
<br />1/2" dia
<br />112' dia
<br />
<br />~
<br />:----: lOt'-- VI
<br />I ~ 1.114" ..............
<br />
<br />3"
<br />1.-
<br />?
<br />~PO
<br />HBS'
<br />
<br />-~
<br />PW
<br />
<br />~
<br />
<br />2.1ri"
<br />2.112.'1
<br />
<br />HCS HCDPl
<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 />'"
<br />3-tl2", - 314" dl. X 12"
<br />~
<br />
<br />BEAM SEATS
<br />
<br />Dimensions
<br />
<br />W
<br />
<br />5-1/4'
<br />5-1/4"
<br />5-1/4"
<br />5-114"
<br />6-7/8"
<br />6-7/8.
<br />6-7/8'
<br />6-7/8'
<br />SPEC
<br />SPEC
<br />SPEC
<br />SPEC
<br />SPEC
<br />SPEC
<br />SPEC
<br />SPEC
<br />SPEC
<br />SPEC
<br />
<br />PO
<br />
<br />PW
<br />11'
<br />t-.:'
<br />
<br />5"
<br />
<br />6.
<br />
<br />7"
<br />
<br />8'
<br />
<br />5"
<br />
<br />6.
<br />
<br />r
<br />8"
<br />
<br />5"
<br />
<br />r
<br />r
<br />l'
<br />9"
<br />9'
<br />
<br />9'
<br />9.
<br />
<br />10'
<br />10'
<br />10'
<br />10'
<br />5-114" 12"
<br />6-1/2" 12.
<br />5-1/4" 16'
<br />6-112" 16"
<br />5-1/4" 20'
<br />6.1/~" 20"
<br />
<br />6'
<br />
<br />r
<br />8"
<br />
<br />~
<br />PO
<br />
<br />EHBS
<br />
<br />- 314. d1. X 12"
<br />
<br />Fasteners
<br />
<br />Bolts
<br />1-1/2"
<br />1-1/2 .
<br />1-112'
<br />1-112.
<br />1-3/4'
<br />1-314 '
<br />1-3/4 .
<br />1-3/4 "
<br />2-3/4"
<br />2-314"
<br />2-3/4'
<br />2-3/4'
<br />2-3/4'
<br />2-3/4"
<br />2-3/4"
<br />2-3/4"
<br />2-3/4"
<br />2-;~1.4 .
<br />
<br />DesIgn Loads (Ibs)
<br />
<br />Bearing
<br />14000
<br />16800
<br />19600
<br />22.100
<br />1 8900
<br />22680
<br />26460
<br />30240
<br />
<br />r~~
<br />~-."
<br /><---< )1",,"-
<br />I'........., '
<br />
<br />t~1l
<br />
<br />1--: ~
<br />;S '.
<br />x,=-
<br />" ~'i
<br />'-.
<br />;'0-~
<br />"" "1
<br />
<br />If
<br />
<br />1/V~')
<br />~/
<br />ri~
<br />
<br />I
<br />" I
<br />W'-.... ~---o "1
<br />TRUSS GIRDER HANGERS
<br />
<br />· A hanger designed to carry multiple member girder
<br />trusses. (2) 2X6. (3) 2X6 and (4) 2X6. FIUer block.s
<br />
<br />Re/islClns By
<br />
<br />---'--
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<br />>
<br />
<br />on
<br />11 ,1
<br />H H _ ~
<br />I I ~r'C ~J;
<br />'3116" "3116". f: ----
<br />lo'~, lo~ ~
<br />.'10 .......- / ~.......- / Application ---..... "tlJ
<br />~.__.... .. ~~e~~\Y~.!i!i]~..:_~~._,.~..____~~_
<br />
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<br />
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<br />...J 0 ()
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<br />- <( ..
<br />
<br />:l: '-..... "0
<br />o (/) '-
<br />W ~ CO
<br />N C1) CO
<br />C1)
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<br />
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<br />
<br />~ ~ ~
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<br />~ ~ :i
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<br />(/)
<br />
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<br />
<br />Drawn B~
<br />
<br />Checked _I c::
<br />p-",,*' :7
<br />Date
<br />9/11/95
<br />
<br />-"
<br />
<br />!
<br />!
<br />i
<br />,
<br />
<br />Scale ~
<br />Job Number
<br />
<br />Sheet: s,
<br />
<br />of
<br />
<br />Sheets
<br />
|