|
<br />1,1
<br />
<br />.' . . v_v .J~",~,''''d_''''':~_' "....
<br />
<br />~ _..__~_h"~""-''''''' ~'""'~. --- -~.' ~_.__._---------
<br />
<br />.....~.......~,:..~,._._.._._,. _ . .4.~4"~"'-"--
<br />
<br />(l) #5 CONT, ~
<br />
<br />
<br />---7----- ------. f --- ------~, EXISTING TIE
<br />NE\J TIE B ~AH
<br />
<br />BEAM
<br />
<br />#5 VERT L
<br />TIE TO ~ TD. HOOK 1"
<br />@ TOP M D BOTTOM~
<br />
<br />~
<br />
<br />DRILL I ND EPOXY <1> #5
<br />8' IN 10 EXIST. BEAM
<br />TIE TO VERT. AND CONT,
<br />
<br />r~
<br />
<br />DRILL AND EPOXY ((?) #5
<br />8' IN TO EXIST, FOOTING
<br />TIE TO VE ~T, AND CONT,
<br />
<br />(2) #5 CON_~,~_____;____ '1- _, _________~----
<br />
<br />NEVI Fo'OTINGI "EXISTING FOOTING
<br />NEV FOOTING EXISTING HOUSE
<br />~ --
<br />
<br />CONNEC,.ION 6E.,.WEEN
<br />EX1&1INO= ANO J=F:cOFJOe;EO AOOITION
<br />
<br />4* TYP, 6* MAX. ~
<br />@ CORNERS .
<br />, . I
<br />D,C. TYP,
<br />VlTH SCREVS
<br /><12' MAl<, D.C.
<br />TYP, \J1TH NAILS
<br />ALL (4) SIDES
<br />
<br />.
<br />
<br />24' MAX,
<br />
<br />.
<br />
<br />.
<br />
<br />CAULK ALONG BACK ~
<br />SlOe: OF FLANGE
<br />BEFORE F' ASTENING (TYP')
<br />
<br />.
<br />
<br />FASTENER
<br />
<br />.
<br />
<br />.
<br />
<br />NOTES:
<br />1. USE **10 X l' PH SMS. tHO Xl' \.1000
<br />SCREW'S OR 8el GALVANIZED NAILS.
<br />2, ATTACH \oIINDO\.! DIRECTLY TO FRAMING
<br />UNDER SUB-SIDING,
<br />l=INNEO UJINOOW (iVF>)
<br />
<br />STUCCO
<br />LINE
<br />
<br />\
<br />
<br />I
<br />
<br />FINISHED MASONRY OPENING 'JIDTH
<br />
<br />CALL SIZE W'IDTH
<br />CAULK lYp, OUTSIDE
<br />I I
<br />~.
<br />
<br />I
<br />
<br />, -0; ,,,
<br />, :~:..\~t: ~':'
<br />,.. 'h Tyo' ",'"
<br />~I .!'~ '"~, ' '
<br />?:,;~~;.~:: ~
<br />
<br />, ,: "':' '." >
<br />:,~~':
<br />." ,".,~------
<br />" ..' .. .
<br />;' ;'.,:, ',,> PIT
<br />"", '~,,'" DUCKSTRIP
<br />~ :.....~:~~,
<br />
<br />\'."'" '.t';i" '
<br />_ \:~ ~.~~ ~ ,<t. .
<br />~f':'"'\:":'"
<br />'.. ,.,' I ',. .~ ~"'.
<br />
<br />~~.,;t~
<br />PIT -d,:::~'~
<br />BUCKST ;F~':~:..~.
<br />... ....,. <<\
<br />. ~.'. .,
<br />><
<br />\
<br />DRY\JALL
<br />
<br />I NS IDE
<br />
<br />r -8-24 J
<br />i AP CON
<br />
<br />><
<br />
<br />DRYWALL
<br />
<br />~IN~l..=.~UNG WINOOU;
<br />~ O~ I ZONT Al..~EC"1 ON
<br />
<br />NO F'ASTEN(RS
<br />THRU SILL ~
<br />f'INISHED SILL ~ \
<br />BY OTHERS ~
<br />
<br />~g-~
<br />...~ Z
<br />~2 r;:;;
<br />-i- ::I:
<br />Z rT\
<br />~. t::;j
<br />
<br />PIT
<br />BUCKSTRI?
<br />
<br />t--',~""":"'" ''-'/ El~{CO
<br />
<br />.: ..~..' ;','.,; ," =i . :'" .. ~
<br />
<br />[X .. ":;"1., ;:"lid/'~.: OUTSID(
<br />....d ,'f 1,
<br />.. ~, t.' f. J
<br />.~ " '. 'r j ,...
<br />, . .
<br />
<br />(/
<br />:rJ>
<br />f'1'
<br />-.
<br />C'l
<br />:I (I)
<br />.-;....
<br />I!:;J
<br />
<br />INSIDE
<br />
<br />DR'r'VAL
<br />
<br />~
<br />
<br />(")
<br />J:>
<br />II'
<br />f'11'
<br />ClCl)
<br />:x:....
<br />'-;f.i
<br />
<br />IC ~
<br />f"'l-o (I)
<br />~M ~
<br />:r~ '!
<br />~Z d
<br />C'\
<br />
<br />INSIDE.\#:W~'~~q
<br />
<br />OUTSIDE
<br />
<br />f-8-24
<br />TAP CON
<br />
<br />eINGI..E'+~UNG; WINOOU;
<br />e, Il..l..
<br />
<br />eINdPI..S-HUNG WINOOW
<br />HSAO
<br />
<br />MASONRY MIN, 16')\
<br />LINTEL ~ / GAP TYP, \
<br />.' .: 1.' ,; '. ~ f.; ~', ,': I ': ,.\, , ~',
<br />: ,., :, . ", ."'" ~"
<br />.
<br />
<br />...-:
<br />
<br />~~' I I
<br />~
<br />TYP,
<br />
<br />h:-'
<br />'.
<br />~.
<br />~-
<br />~' / CAULK ALONG
<br />.' BOTTOM O~ PIT
<br />'/.~' BUCKSTRIP BEF"ORE
<br />. rASTENING TO
<br />. " BLOCK CTYP)
<br />
<br />4'
<br />.~,~ m.
<br />~~
<br />MIN, 1/16' GAP @ -...... '~;::
<br />BUCKSTRIP JOINT _ "-..' '., -l J>,
<br />enLLER PIECES or 'S. .t
<br />aUCKSTRIP MUST BE ';"/ '
<br />24* DR LONGER) .("', ~ ~
<br />-< " -0
<br />CAULK @ EACH ~
<br />JOINT <TYP) ~
<br />
<br />3/4' PIT J
<br />BUCKSTRIP
<br />PRECAST~ ~
<br />SILL f
<br />I
<br />
<br />~
<br />..
<br />
<br />t
<br />
<br />( .." ".' "." ~'~~.'" ,;"
<br />. ',' ' :f I
<br />F AS TEN(R J
<br />CAULK eTYP) ~ .
<br />
<br />IN SIDE }~:~~'~~~l?
<br />'1):~,!." rr.~~
<br />I
<br />
<br />, ,
<br />.: .' '"' '" '.,',.
<br />
<br />PIT
<br />BUCKSTRIP
<br />
<br />OUTSIDE
<br />
<br />MAeONF<V Ot=ENIN~
<br />
<br />/
<br />
<br />24 X 36 PRINTED ON NO, 1 OOOH CLEARPR1NT~
<br />
<br />61Mf=6ON 6TRONG T'S
<br />
<br />· MINIMUM 3' MEMBER
<br />.. REAC1IONS ARE FOR ROOf LOADS ONLY
<br />... DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE'
<br />"CON THE OPPOSITE SIDE Of THE lRUSS, \rIHICH
<br />aULD FORCE THE PLATE: orr OF THE TRUSS.
<br />THE PLATE OfF OF THE TRUSS.
<br />
<br />-----------------------
<br />- -~- -----
<br />
<br />-. "
<br />
<br />- - ... .----------.-.. "'. .... ._-_.._-~.--_.~.,~..,-,._. .-,_.'- .
<br />
<br />'..;.~ . .----:.t-.-'....-'-,.-..-........~.......-."
<br />
<br />-~JU~'I1d'I.
<br />· · · ~ ....RQG" ~-iIIT ILl(.
<br />r ., r OJ CllIlt.
<br />
<br />r-~~":1JW\tATIlM
<br />II . i~ ~1lIJllf' TllUUEI
<br />I L I ~f1~'tJ..ILt(.
<br />
<br />-SEt CHAAT Falt
<br />Rt:.IAI S,.I:t~IFH.
<br />. II 1,fJ=!:!i ......lltIW. TllUSSES
<br />I 1 I m~.I,lI(.
<br />
<br />; I .
<br />
<br />COi "'TUR
<br />
<br />nt.1 Al~
<br />Nt:..TA16
<br />1'1t.1 AcU
<br />nt.IAcU
<br />H2.:5
<br />H:5
<br />H1
<br />MII,ij~
<br />MAS
<br />HlJt?A ~
<br />HlJ:)A .
<br />HD6A .
<br />
<br />.
<br />
<br />II
<br />
<br />z
<br />
<br />I
<br />I
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />\.
<br />I
<br />
<br />JI</STAI.L UNTELS PQ
<br />M~Nurl\CTlJ,tEIl" ~MtNDl\nli>is
<br />AND lIl1.a'.'A!l.t: LO.ltDt,
<br />
<br />~-CMT UltTEI.
<br />Ul"~aVE~
<br />Ill'tNL'<G sue: _
<br />
<br />~
<br />~
<br />
<br />~ ~
<br />~tf~1r- ~ l
<br />I "EMHlI tIlE -
<br />
<br />T ~~
<br />~l
<br />
<br />T
<br />1
<br />
<br />J--tA1T 4!!f1I.
<br />u:c CHAAr .....
<br />~PU
<br />I'tND<G Itm -
<br />
<br />I
<br />T
<br />
<br />T
<br />I
<br />
<br />,
<br />
<br />I
<br />
<br />II4TAU. UNTtU PElt
<br />M~Uf IICTUIltR" IltClll(MI:Nl)A nOllS
<br />Al/D M.LWAJU: LOADS.
<br />
<br />,
<br />
<br />=~~J::a~TltlHS
<br />NlIl AUOVAllLt LOAn.
<br />
<br />I
<br />
<br />I I
<br />: I I I
<br />
<br />1
<br />I
<br />
<br />I
<br />I
<br />I
<br />fOlllll< ' 1
<br />t
<br />
<br />LU~cG
<br />HU~cG
<br />
<br />r
<br />
<br />: l ~i
<br />
<br />I
<br />I
<br />
<br />m DllOt CIl'OlDl1
<br />
<br />-
<br />
<br />F~
<br />
<br />$El CPDl!NG
<br />
<br />I
<br />I I
<br />L
<br />
<br />~
<br />~
<br />
<br />I
<br />
<br />:~
<br />~~
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />~~tfRJR t~ArnlN
<br />11' lll>DilNiI EXUm
<br />"~o VERT. lmIIl MUST
<br />It Ol't JD'l'H sms llF
<br />If'ih~~\.CtW
<br />t ~-'HI.aJ&M 1. rfl~1
<br />
<br />\JINDO\J L..INTEL INFORMATION ~rLr~~...ggTIH[.agfTJll~ "AS
<br />
<br />~i~L CEStlttl'TtClN ~ Pllt.CAST COIlCllm: Ll~tEt. Ll."llrORM SAF't LlIo\D PER LlNt"L rOOT
<br />'''',Hllg" 5~ UNTet. Sltt RC-JM rlUU CJNFaUD .
<br />1'-0' a'-10' 1-'~ :1;'14 lOS. 2023 U~S.
<br />lS'-a' ~'''fJ' 1-1+5 ;m:1I I!II:J. 1900 ~..
<br />a'-e' 4'-g l""~ 140' u~s. ~87S Ills
<br />3'-2' 4'-S. 1.1t'.lln~-\..,.. 1860 ~s.
<br />4'-0 i:j"-4' 1-IIS 37H Ibs. 1375 lbs.
<br />4'-6. 5'-10' 1.115 3744 Ills. 174~ I s.
<br />;)'.a. ,'-So -I' 32~0 Ills. l:i~~ s.
<br />fJ'-a' r-fJ' ';i: ~ a81J7 IllS. 15~ 5.
<br />11'-0 "'-4" -It: 17'17 \I~S, 4""''' s.
<br />9'-a. lQ'-'. 1-* '. 1333lbS, ';l'i::~ \IDS,
<br />
<br />., \laT. sa '
<br />PLAN rOR L~TlaH
<br />If' llPtHlllG DlttOI
<br />"-0 \ltIlT. lIOn lUST
<br />Ie: Cl.N 10m Sill[ lit"
<br />~E lli'EI<allG
<br />lI' aPtNtNll ~
<br />lA'-o e-1I5 "'" EACH ~
<br />DF fHi: DI'ENlNtJ IS IltQ\JlllU
<br />
<br />sa ~llU. Ol'ENDlG
<br />
<br />It \lEltT. $a
<br />PLAN nit U1CATUIM
<br />,~1tG
<br />TliC IJI'DlOOl
<br />IF Ill'ENll<<I EIClXf.U
<br />J1Ht!~1T&ED
<br />
<br />t~
<br />
<br />I~SED LINTEL DETAIL
<br />DOOR LINTEL INF'ORMA TION
<br />
<br />NOl" FlII..lC'J~l! JNF'lllIMAllllN "'A'
<br />MPLltJI If CAST CAtTE
<br />\lHJFQItlf 'AFt LIlAD PER UNtAt. roar
<br />'U~JJ ~nL~"
<br />,411;' IllS. 800 IllS.
<br />3(14 \b..750 \bs.
<br />alii lb.. 563 lla.
<br />1210 lbs. 510 Ill..
<br />911 I~s. 381 Ibs.
<br />ll~;' LJ~S. 289 lIu.
<br />877 IllS. n;, IllS,
<br />II;)' IllS. .!T'I IllS.
<br />
<br />DOOR LINTEL INFORMATION
<br />~ DESallPTlCM
<br />lllD' Ju:J;
<br />10'-0
<br />10'-8'
<br />1!'-0
<br />la'-8~
<br />14'-0
<br />16'-0 ,
<br />18'-0
<br />2Q.O
<br />
<br />tIlIfO IIIfQlll(Atul!4 VAS
<br />S\.!HUED If CASt CUlE
<br />~ Wf; UlAD nA LIHtM. n:l1IT
<br />',,"I.U
<br />UOS Ibs.
<br />6401 Ills,
<br />481:1 Ills.
<br />3144 \H.
<br />3260 Ills,
<br />2881 lbs.
<br />11'41 Ills.
<br />
<br />HUS29
<br />
<br />LOOD.,
<br />IIMlC
<br />
<br />ctSClW'TUlN
<br />: Wlllt $u:r;
<br />2'-6.
<br />2'-a.
<br />:I' -II
<br />4'-0 '
<br />5'-0
<br />6'-0
<br />8'-0 GARAGE
<br />
<br />t.-16
<br />1..-17
<br />: 1..-1_
<br />L..l~
<br />.L.-~g
<br />...-21
<br />L-aa
<br />L.-2J
<br />L.a4
<br />I..-~:J
<br />
<br />Rt.w'
<br />1-113
<br />-IS
<br />1.1:5 ,
<br />HIS
<br />1.15
<br />2.1:1
<br />2-fl
<br />e.iS
<br />
<br />LOOE!. 1m
<br />U'.~.
<br />l!'-O
<br />13'.4'
<br />14'-0'
<br />15'-4.
<br />17'-4'
<br />19'-4.
<br />21'-4.
<br />
<br />UNm. SUE
<br />4'-0
<br />4'-0
<br />~'_f..
<br />5'-4.
<br />6'-6.
<br />7'-6.
<br />9'-4.
<br />
<br />. At.JHl
<br />l-lt:J
<br />1-It'
<br />S-lIlS
<br />I-itS
<br />1-11'
<br />1-115
<br />1-11'
<br />
<br />\,,-8
<br />L-'
<br />I..-IU
<br />l.';;U-
<br />L-lZ""
<br />1..-1:1"
<br />l-t4
<br />t-15
<br />
<br />1875 los.
<br />1875 lb..
<br />1860 a,..
<br />1575 1~5.
<br />156' u,..
<br />1$$0 ~s.
<br />!IM!1 I"'.,
<br />
<br />l-t
<br />L-2
<br />f:3-
<br />L-4
<br />I-!l
<br />L-6
<br />1..-1
<br />
<br />RJ:5
<br />MiS12
<br />MI~lo
<br />I"'lI~c:U
<br />
<br />MAeONfI;lY L.INTEL. ect-U!OUL.B
<br />
<br />- -" ~ --------
<br />-~ ---. -----------------
<br />
<br />-. .-~~'.... ""'-'''-''',..
<br />.,..-
<br />
<br />CAt-'AL;ll Y
<br />~80
<br />Ie:)
<br />1160
<br />1840
<br />394
<br />432
<br />884
<br />3767
<br />~'jO
<br />a "175
<br />3705
<br />440:5
<br />
<br />FAS-TJ:'"f\lJ:"DS
<br />
<br />o - lOd x 1 112'
<br />8 - 10d x 1112'-
<br />10 - lOd x 1 f12'--
<br />16 - lOci x 1 1/2'
<br />10 - (fax 1 1/2'
<br />8 - Sd x 1 112'
<br />14 - 8a x TV?"
<br />24 - lOd x 3#
<br />6 - IOd x 1 1/~
<br />5/~. DIA, BOLTS
<br />3/4" DIA. BOLTS
<br />7/lj. DIA. BOLTS
<br />
<br />'J35 I lU4:> U B - lOci )( 3'.
<br />1:>:,)0 I 3~Oo" ! ~o - 16a x 3 1/2.
<br />
<br />2000 I J77'5." 30 - 16d )( 3 112'
<br />
<br />500
<br />1000
<br />1000
<br />1000
<br />
<br />12 - ad x 1172'-
<br />14 - IOd x 3"'
<br />14 - IOd x 3'
<br />14 - IOd x 3'
<br />
<br />10. 1#
<br />1
<br />
<br />~>
<br />
<br />~..
<br />rtt5 REINfORCING BAR
<br />
<br />#5 STD. 90 DEGREE HOOK
<br />
<br />2' -1 *
<br />
<br />,~~ ~
<br />
<br />"'.3 OR .4 REINFORCING BAR
<br />#3 ~ #4 LAP SPLICE
<br />I
<br />2'-1'
<br />
<br />j" ' h
<br />
<br />\..*5 RE1NFORCINl1 BAR
<br />#5 LAP SPLIce:
<br />
<br />1
<br />
<br />2'-6'
<br />
<br />t
<br />
<br />:~
<br />
<br />\.6 REINFORCING BAR
<br />#6 LAP SPLICe:
<br />
<br />,~=eA~ !..At=> ~t=L.lc=e
<br />
<br />Uf=1..IF=T CONNECTION
<br />c~oe= - f;cEt=EI=ii!I5NCE
<br />
<br />.~..._.......__...~.........._.... '.
<br />
<br />.
<br />
<br />TYPICAL LINTEL SECTIONS
<br />
<br />~4' MAX.
<br />.c. TYP.
<br />
<br />CAULK ALONG BACK
<br />SIDE or FLANGE -
<br />BEfORE FASTENING <np')
<br />
<br />USE FASTENERS ,
<br />THAT ARE PROVIDED
<br />BY MANUfACTURER
<br />
<br />~.-+~
<br />\
<br />7 /32- STlR~UPS , 4'-0. 0,0 ~ ~, L 7/J2- PLAIN ~AA S}'IR!\UPS
<br />LENOiHS OVER 14.. elf (TlEO po.. I - (~OSnnONEftS) 0 4 -0 0.0.
<br />OR VltLOEO) , , ',,- / : (Tltl> OR wtlOED)
<br />-~t ~~iO~~~N REINr.) , . -~o__~~ -iT~lg~N~luMt8"2601K~Re
<br />ore. BARS SEt SCkEDULE ~. f f "I' r-....... PAESmE$SINO ~AeLE
<br />.. ' ,,--. A. BARS PER SCHEOULE
<br />PRESTRESSED CONCRETE '
<br />lU1NFOllClNO $CHtoUlC ANO LOAD CAPACIf!ES
<br />
<br />4' TYP, 6' MAX ~~
<br />e CORNt~S
<br />, I
<br />
<br />. . 7/~a . P\'AIN BAR EACH
<br />.~ ~~EG UP TO 14'..8" LENGTHS
<br />,........~ ~/e f RtaAR EACH LO
<br />r- O\'tR'14'..S. LeNGTHS
<br />
<br />r:;
<br />
<br />-7/32 t PLAtH BAR EACH
<br />
<br />,
<br />.. ...- H.
<br />
<br />~~
<br />:&
<br />=<~
<br />~,
<br />
<br />4' TYP, 6'~AX'
<br />@ CORNERS .
<br />
<br />
<br />-
<br />
<br />to ~j
<br />~ ..'
<br />,. 't>.;
<br />,
<br />
<br />.. J
<br />.............
<br />
<br />, ..-..
<br />, ~/a'
<br />
<br />~, II
<br />
<br />24' Q,C,
<br />TV?,
<br />
<br />;. ..
<br />
<br />-
<br />
<br />~
<br />-1 .
<br />
<br />~~
<br />
<br />PREOAST OONCRETE
<br />
<br />fltIN'O~.oINO SCkEOVll ANO lOAl) eA"Ael~U
<br />
<br />~rN'!~
<br />
<br />h,
<br />~~o ~An Q~,r; ~\IA\#
<br />ilii~ I'Il.II Y
<br />no "'" '.0-80 IIn.
<br />no I/n, U10lhf.
<br />no IIfr. u~ 1m,
<br />$00 IIn. t. IIFr,
<br />425 I/FT, 1.4:' ,m.
<br />3~~ 'I!.! 1.' 0 ~/J.!. .
<br />3'0 /lJn f:f,~ inf. "
<br />
<br />i~
<br />
<br />-A. BA~ SCHtOUlf
<br />NONS
<br />NONI
<br />'4 . SARI
<br />2. ,. . BAAS
<br />2, II . 8AAS
<br />2. ~~ . a~~
<br />2. M~ . BAAs
<br />
<br />I=L.AN~,& &INGL.S ~UNG
<br />
<br />FL.,ANG& GL.It:")E~
<br />
<br />SAA
<br />. l.tNOTl1
<br />a-I
<br />"'.~.
<br />, ')'.'0'
<br />.'-.'
<br />$-t"
<br />, ~'...a.
<br />,'-a.
<br />,'..4"
<br />1'-0.
<br />,'.10'
<br />8-10
<br />10';"0'
<br />10'.10-'
<br />12'.0~
<br />'Z'.IO'
<br />'.\'-~"
<br />
<br />ecnOM Atll<lfCRC1H(l tARS
<br />.A. WAIN 8ARS "a' BARS
<br />41, TIn' ' NONe;
<br />fllAIN eARS [NO
<br />HOCtC[t) UP 00
<br />I'fllt t '/2"
<br />2. " . NONE
<br />
<br />MAX SAFE un;: LOA\)
<br />lO),O Of. - -.,
<br />iiiim._~~u. COl.l~O!:Ht'
<br />':-00(1+ ~.Q90 +
<br />f I FT. f I ft.
<br />
<br />1.'-a"
<br />\$'..4"
<br />17.. ~"
<br />. \,'-."
<br />20'-0"
<br />21'-0"
<br />t4' _Ii'
<br />
<br />1)'- 4'
<br />14'-Q"
<br />"'-0'
<br />111'..0"
<br />"'..S'
<br />20'-e.'
<br />22'-a'
<br />
<br />etEAA
<br />SPAN
<br />
<br />, -.-
<br />2'-2'
<br />2'-.'
<br />3'-2'
<br />4...0
<br />, .'.,'.
<br />~'..o"
<br />;. 5'-~'
<br />
<br />i 8....1
<br />, "-0"
<br />I 5-0"
<br />~ '..;2"
<br />I Ht-O"
<br />H'-a"
<br />11'-0'
<br />j "_A"
<br />
<br />1.000 + 2.\00 +
<br />, I H. , I 'T.
<br />
<br />COMPOSITE liNTEL SECTION
<br />
<br />I ,s.~ CONnNVQI
<br />i 1:4 ~ ~ CClf~tlt 8lOtj( -ICNOQ(OV'" CQuAst
<br />
<br />'1 "~' ~r>> "u:.Il~m. FlUlO WI ~~ITl
<br />~ 'SI . n aA'f1) ,
<br />
<br />I r::. 'ArCAS' .,,' eLIlOt ($<< OlTM)
<br />
<br />! '14 .~ "OOE~ TH~\I V UMTU TO
<br />, 1Upf>~rs iIi-u'~ ~"n:Jl TH-'H U'.O'
<br />
<br />$P(C!Ile"TIONS
<br />t. 1M ITtC\ GliAU. ac Wilt, GAAOl -0. OUO!l~(O UctPT WlWtRE ~M
<br />lAM (HOOd'O rOt t~o AIICHO'UC() AIlE I'tl:ltleAU.V 'UWlmo.
<br />t. ~~tlt '~lCA'f ~tWlUI TO Ie NIN. .000 '$1 . at Ill'l'S.
<br />
<br />2, ,4 . NONE
<br />2. I~ . NONE
<br />2. ;5 , 2d~ ,
<br />
<br />:~ h. ' :.2~t
<br />~~ + ~.oo jO ,+
<br />n. . FT.
<br />000 FT. Z 000 fT.
<br />'00 Ii, .~
<br />no /'" I.JM:.
<br />i,jo,it- ~ J.1M 'f,
<br />
<br />STUCCO \
<br />LINE
<br />nNISHED MASONRY OPENING YlDTH
<br />rCAULK INSIDE CALL SIZE VIDTH CAULK INSIDE",\ : :.~:~t: ;...'"..\~,
<br />.. / /;lCu~4 OUTSIDE ,\Y . . .
<br />
<br />· f, '~
<br />
<br />· ~ HOVING ~IDE
<br />JAMB
<br />
<br />"\
<br />
<br />,.... .. ..",.,.
<br />.,'".., "'h\l-,
<br />
<br />me INrORl.lAlION eONT'EINCO HtAtlN '
<br />WAS P~OOUCEO BV CONTtO SOUTH
<br />CONIV1.... "'~I"'S, OlD..... F1.. \
<br />
<br />PIT -~
<br />BUCl<STRIP .',i
<br />
<br />a
<br />
<br />INSIDE
<br />
<br />( f~
<br />I / t ---- ;U-~STRIP
<br />F -8-24) !' "
<br />TAP CON /:...~ .:; ........ ':
<br />FIXED SIDE ~J
<br />JAMB
<br />
<br />.,' i '. ~;'\
<br />.....: ',C.t.: ,..: . .
<br />
<br />><
<br />
<br />IMPORTANce FACTORS FOR BUilDINGS AND
<br />OTHER STRUOTURES
<br />
<br />- .... .- ---:---..........- ..... ...... .......:--...........
<br />
<br />-...- -
<br />Sofe' 'Load toble (or Cost - Crete
<br />. Ht9h - Stre!,\gth
<br />Precast & Prestressed U Llntols
<br />
<br />.. ,. > ...
<br />
<br />NO, LENGTH
<br />
<br />L 1 4' :... 0" (48'" Precast
<br />L 2,' 4', _ RIt ~4"'"
<br />,~ LJ .,'5' ..../4.. 64.-
<br />L.. 4 ' 5: ~,', 10., 70") Precost
<br />L 5.' 6'-S": 78" PtllCost
<br />L 6, 7~ ~ .6" " 90'" Pr~~ott
<br />L 7 91'.:..., 4~ 112" Precost
<br />'I.a,. 10,,:- €$. 126" Pr'cQlt
<br />L 9 11~ - 4. (136" Precast
<br />L10 : 12" - O. 144" Pr~co$t
<br />~ 11.: . f~.' - ~. (t60") Precast
<br />L 12 1.4'\'_ nit 'tAA" Prfl..c.Mt
<br />L13 14' - S" 1761f Prestressed
<br />L 14' 15' - 4" 184" Prestressed
<br />1.15 1'. - 4 to 208.' Pr\J~tt.ssl!d
<br />. L 16 1Q' _ 411 (?,\?",...
<br />
<br />l'
<br />
<br />SAFE LOAO - POUNDS PER LINEAR FOOT
<br />
<br />UNfiLLED
<br />1.81ms
<br />1.S50 Lbs
<br />1.743 Lb,
<br />1.515 Lbs
<br />1565 Lbs
<br />1.550 Lbs
<br />1.025 Lbs
<br />922 Lbs
<br />600 Lbs
<br />150 Lbs
<br />651 Lbs
<br />585 lbs
<br />563 Lbs
<br />510 Lbs
<br />387 Ibs
<br />289 Lbs
<br />
<br />FILLED
<br />
<br />5.048 Lbs
<br />4.615 lbs
<br />4.615 Lbs
<br />:5 744 Lb!S
<br />3 260 Lbs
<br />2.687 Lbs
<br />1.747 Lbs
<br />1,333 Lbs
<br />1,483 lbs
<br />1.304 Lbs
<br />1,018 Lbs
<br />909 lbs
<br />1.341 Lbs
<br />1,210 Los
<br />911 Lbs
<br />823 Lbs
<br />
<br />Above Information Is based on Coat - Crete (FECP Corp.) brand lintels.
<br />Based on tests conduct~d by W$r.ner F. Rosch. P.E.
<br />
<br />L
<br />
<br />,PrtCQst lintels m~y bo lSuppllod by Cast crete or othtr building codo approved
<br />pre,cost 'manufacturer$', '
<br />
<br />--I
<br />
<br />Importenc.
<br />Factor ..
<br />
<br />~.--:-~~~---_...~.'..f'~~'-.....M _ ___ ~ .L
<br />
<br />.......-.- ~
<br />
<br />'-~~'-~--'V:':'r~" ~- ~"-"".~- .~-'_.- .:;...-:--;---.~.-.._____ _~~____..........___,_ "--_.__._"~~"-'-
<br />
<br />- ~ DalR$. 12 FEET IN VJDTH
<br />~."...,. HAVE t-IS VERT m. EA. snit
<br />D~ (KATER THNf 12 FEET ~'.L
<br />HAVE 2-1S VERT, EA. SlOt taLS
<br />ARE TO IE nu.tD VI ~ PSI
<br />C~
<br />111(lilf
<br />r-.... ""
<br />r-.... E1 ~......
<br />r--.... ""
<br />Illltll\
<br />I .J.-
<br />....,..
<br />
<br />DRY\JALL
<br />
<br />~ DRV\.IAlL
<br />
<br />Nature of oCo\lPtnC)'
<br />AU bullding$ aJld 5cru~ures except cbos~ listed below
<br />
<br />1.0
<br />
<br />~Ot=CIZONT,AL. ~EOiION
<br />
<br />!3uUdings and Slnlttures whero tho ~pant
<br />lOad is 300 or more in any Olle room.
<br />Buildings and stnlttures designated as css~ntJal
<br />t'adllti.$. inclUding. but not llmited~:
<br />(1) Hospital and other mcdlcal facilities having
<br />sUtgffy or emetgtncy trtatmtnt aeeas
<br />(2) Flro or rescuo and police s~dons
<br />(3) Prinuuy colMlunlcatfOill fa~11itltJ and disas~r
<br />operation ceeters
<br />(4) Power stAtions and other utilitiu required 1ft on
<br />emergency
<br />
<br />1.15
<br />
<br />I.IS
<br />
<br />fINISHED
<br />
<br />NO FASTENERS~ ~~
<br />THRU SILL . ~ F
<br />~~
<br />N
<br />SILL BY DTHERS.-Y M
<br />I · " · ,'. .....'.. ." J J
<br />INSIDE -':.'4.:, : ':"" .,' '~.1
<br />SILL
<br />
<br />"
<br />....
<br />::r Z
<br />r1c:J~""
<br />...."'O>~
<br />CH" (I) (T1
<br />:tzo......
<br />-i.....z......
<br />Z;o
<br />Cl-<
<br />
<br />Blllldings and Stnlct\lres that represent a low huard to
<br />hllmAlt IIro In tho event of (aituce. slIch as agrl~ultllral . 0,81\\
<br />buildings, scteto enClosures, urtalll tel1lporaxy filcilldcs.
<br />and minor storago facUities
<br />
<br />· r" hurri~c-prone reslons with V > 100 mph (45 mfs), J.... ~hlll1 be 0,77.
<br />
<br />GARAGE ANtHeR SHH..l
<br />IE POt HAHOF. AND
<br />t<<.lST ..uT nc 102
<br />t-Ftl. VJND LOAD IlE$IGN
<br />CRITERIA '
<br />
<br />-.-......;...
<br />
<br />HEAD
<br />'~: /:/ eJ~{CO
<br />
<br />INSIDE x-l: ~GlKSTRIV~: . OUTSIDE
<br />'''~'- / ~/.4/.
<br />DRYI.,./ALL ':~~:'.:.;.:': j:.:' :....~;:
<br />
<br />Y~ ~ ~~CAULK ~~~~
<br />D~ INSIDE :r?S~:r:
<br />F-8-22 ~r- ~~;;i:g
<br />TAP CON -I'" .-<
<br />.....
<br />~
<br />P1EAO OEl" AIL.. '"
<br />
<br />OUTSIDE
<br />
<br />WINo.aORNE DEBRIS PROlECTtON FASTENING SCHEDULE
<br />FOR WQOD STRUCTURAL PANELS
<br />FASTEN~A SPACING (In,)1.2
<br />
<br />ell..L. OBTAII..
<br />
<br />FASTENER
<br />TYPE
<br />
<br />2 tt < Panel Span
<br /><4ft
<br />16
<br />16
<br />6
<br />
<br />Panel Span:s 2 l'
<br />
<br />.. ft < Panel Spall
<br /><6ft
<br />;12
<br />16
<br />4
<br />
<br />S l' < Panel Span
<br /><8ft
<br />9
<br />
<br />12
<br />3
<br />
<br />2 112 4#6 Wood Screw)
<br />2 1/21#8 Wood Screws' '
<br />Double~Headed Nails4
<br />
<br />16
<br />16
<br />12
<br />
<br />S[: I inch=25.4 mm I foot=305 mm
<br />i
<br />
<br />WINPOW IN~TA1..1..AiION OeiAfL.c
<br />
<br />I Notes:
<br />I 1. This table is based on a maximum wind spud of 130 mph (58 mls) and mean roof height of 33 fcd (10 m) or less,
<br />2. Fasteners shall b-, instatIed at opposing ends ?f the wood structural panel. ,
<br />3. Where screws are attached to masonry or rnasonl)'/stucco. they shall be attached using vlbration-reslstllIlt anchors having a minimum withdrawal capae-
<br />ity of 490 Ib (2100 kN).'
<br />4. Nails shnl1 be lOd common or 12d box dopble-headed nails.
<br />
<br />.
<br />
<br />1/a' DIA.x ," W/ 1 U-4' lEND
<br />IoIQiOR In. T USE a', 1)111,
<br />BV tl8' VAS$iER . 24# DC.
<br />2')( 6' PT vtXxD JAKJ
<br />
<br />-
<br />,
<br />
<br />r
<br />
<br />liD:
<br />
<br />I,lL
<br />..
<br />GARAGE IlIXR
<br />~um
<br />HJ. WUQVS ~HD ~ SHALL IE
<br />~TRUCTED TO Htt1' UO ~ vtND
<br />lOAD CIUTERIA.' . .
<br />
<br />----_._~---_... -~--'----- "~ ..._._---_.~_.------
<br />
<br />~A~I! OOO~ OON~OT:~N
<br />,.8NO f;!~INFORCING
<br />
<br />,,} ..', q"., "'
<br />
<br />... . '" ....,.. .
<br />
<br />\
<br />
<br />~r~;;;;;;~::///-
<br />
<br />/h .
<br />
<br />'~'
<br />~~I t
<br />t ~H"~6t. I
<br />IIL.--.~ tI~, VI 1 V4' mG)
<br />~~USt': i' ])IA.
<br />a'>d.' PT Vl1 U 2-4' DC.
<br />
<br />, ~
<br />
<br />I
<br />, i
<br />
<br />%
<br />V~t$c:o.t Trock ,u~y I
<br />
<br />
<br />GMfUE r.o:R SHALL IE S
<br />~~~~ MEET 100 WH VlHD
<br />Jol'lb BN.c:kets
<br />
<br />REVISIONS
<br />
<br />00
<br />~
<br />~
<br />~
<br />~
<br />Q
<br />~
<br /><
<br />Q
<br />Z
<br />~
<br />00
<br />
<br />~ ~
<br />~ ~
<br />::j:t;
<br />O d
<br />00 :.:s
<br />Z~
<br />Ou
<br />~~
<br />
<br />~~
<br />~~
<br />~<
<br />
<br />BY
<br />
<br />\()
<br />.....
<br />'0
<br />M
<br />M
<br />~
<br />r.r...
<br />
<br />8.8
<br />~~
<br />(-<I
<br />, ("f")
<br />'.,l~
<br />>0'1
<br />-<M'
<br />~-
<br />'S 00
<br />
<br />~~
<br />i
<br />o
<br />N
<br />t"-
<br />Oo.
<br />
<br />~
<br />~
<br />~
<br />~
<br />
<br />
<br />SEAL
<br />
<br />Date
<br />
<br />Scale
<br />
<br />Drawn
<br />
<br />Job
<br />
<br />Sheet
<br />
<br />fJ -4
<br />
<br />Of
<br />
<br />Sheets
<br />
|