<br />
<br />
<br />
<br />{$,
<br />i',
<br />
<br />. '
<br />
<br />!::.;;.';.
<br />
<br />,~~
<br />
<br />, U~
<br />,'~
<br />
<br />..','
<br />
<br />
<br />
<br />
<br />48'.~"
<br />
<br />t
<br />f
<br />
<br />~Y~~~_~___~_c_1.
<br />!~'.~" 3'-~" f
<br />e'-~' "<8"r--
<br />
<br />:32'.~"
<br />
<br />~EE ELEVATION~
<br />FOR ROOF 5LOFE
<br />
<br />~---f-;"'~-F
<br />
<br />
<br />.
<br />
<br />
<br />'8'.8"
<br />
<br />}
<br />
<br />~
<br />-t
<br />o
<br />
<br />12'-8"
<br />
<br />
<br />~'-~"
<br />
<br />3 T AS FI6ERC1!..A5& 5~INC1LEe OVER .l~
<br />ROOFING FE!.. T ON ~/e"CDX PL Y!JJOOD
<br />e~EATl-liNCs UJIl-l.CLlFe ON FRE .EN6iNEERED
<br />WOOD TRUe5E5 -It 24"o.C.
<br />
<br />~I
<br />
<br />~l ~
<br />
<br />
<br />Q
<br />I
<br />
<br />
<br />'"
<br />
<br />V)
<br />Z
<br />o
<br />i])
<br />5
<br />w
<br />a::
<br />
<br />I
<br />J~'.
<br />J,-=-
<br />
<br />.
<br />o
<br />I
<br />
<br />~
<br />
<br />PRE .ENG TRU5&E&
<br />
<br />I
<br />,I
<br />L -U-
<br />I
<br />I :3' - 4"
<br />
<br />2)( '2')(. '2" DEEP, ~!;~~ P5,;,
<br />CONCRETE m:Ci<.ENED 51-AB
<br />FOOTiN6 UJI (4) · !; REBAR
<br />EAC~ JJA'r'
<br />
<br />,I)
<br />
<br />~\MF~ON eT~ONu TiE "l-l1~1t
<br />EA. TRU&e.
<br />PLATE H6T,
<br />( '2)2 X
<br />
<br />~'-~"
<br />
<br />I~'_~"
<br />
<br />elMPWN eTl'~ONC:s TIE "&TI8"
<br />
<br />.-J
<br />UJ
<br />. - ~
<br />~Oa..
<br />r- .' (t
<br /><(l'1
<br />UJ
<br />~
<br />
<br />"
<br />'"
<br />
<br />
<br />---
<br />
<br />I
<br />. I
<br />
<br />"
<br />'"
<br />
<br />..-
<br />
<br />./
<br />
<br />-1
<br />8" BELL Flu,
<br />WI (I) ~ CONT: I
<br />
<br />!
<br />
<br />,/
<br />/
<br />/
<br />/
<br />I
<br />
<br />I
<br />- ---'
<br />
<br />"
<br />"
<br />
<br />..-
<br />
<br />
<br />Q
<br />I
<br />
<br />;0
<br />~ '"'
<br /><J)
<br />~ ~
<br />> r
<br />W <t
<br />...J >
<br />W W
<br />W .-J
<br />~ W
<br />'- W
<br />w
<br />& ~
<br />~ ~
<br />~ >
<br />1: >-
<br /><t
<br />1:
<br />
<br />rJ
<br />Ii
<br />Ii
<br />
<br />COLuMN 12" (D/A) ROu\iD C.MU,'~ ~
<br />LD
<br />
<br />-I)
<br />
<br />L
<br />
<br />IJ)
<br />(]'I
<br />I
<br />r--.
<br />.-
<br />I
<br />IJ)
<br />
<br />I
<br />
<br />-~~'
<br />
<br />o
<br />I
<br />
<br />b
<br />I
<br />~
<br />
<br />III
<br />
<br />I
<br />. I
<br />I
<br />
<br />: ~I
<br />
<br />
<br />I ,[ ~ II
<br />I I j
<br />1- ------j.J
<br />1
<br />10
<br />I I
<br />I(()
<br />I
<br />i 0
<br />, L !L ~
<br />, _ =:J
<br />-----/- ---
<br />
<br />
<br />
<br />~~
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />(4) "S> RE8AR CONT. FROM FTC"
<br />TO TOP COwR&E
<br />
<br />-3 rlEe. '!il le>" o.C. (MAX) 5T ART
<br />'Ii) ~" OF~ FT6, AND NO MORE
<br />TI-lAN :;" FROM TOP BEAM
<br />
<br />......:
<br />a. ::c
<br />w a:::
<br />
<br />(()
<br />I
<br />
<br />Q
<br />,
<br />(n
<br />""
<br />
<br />F.F. ELEv, (!-lOUSE)
<br />"S'~ '!il 12" o.c. EA WA-r
<br />
<br />>-
<br />CO
<br />o
<br />i ~
<br /><{ w
<br />a::: I
<br />o <J
<br />
<br />;.
<br />I
<br />'"
<br />
<br />>-
<br />CO
<br />
<br />o
<br />I
<br />~
<br />""
<br />
<br />o
<br />I
<br />~
<br />
<br />
<br />~>>>>>>>>>>>>)ijh~~'/ //0<':' ~';' '.' .. . ,'.' ?(/ij/~
<br />
<br />. ~, ..,.'..... '>/
<br />
<br />~ :--<.: " . '. ". ~::'<-: j!;0~ Fel CONCRETE
<br />~, .......:, .'.. '\./
<br />,,/ ' .... . . " '" <<
<br />''\. ..... . .' . %
<br /><'ki<<'<<<<<~<<<<<<<<<~i."(,
<br />l. 24" I.
<br />)I )l
<br />
<br />
<br />1-'
<br />- --,
<br />, I
<br />Ii
<br />
<br /><0 CO
<br />C'oJ<O
<br />C'oJ/:'o..
<br />C'oJ/:'o..
<br />I 1
<br />COCO
<br />COCt:!
<br />l.t)/:'o..
<br />I I
<br />...................
<br />C\lC\l
<br />l.t)l.t)
<br />C'oJC'oJ
<br />'-'-
<br />
<br />Q.
<br />~
<br />C)
<br />t...
<br />~
<br />
<br />o
<br />I
<br />~
<br />
<br />'t
<br />I
<br />
<br />~ I C01-. OETAI1-
<br />
<br />( 1112
<br />
<br />~NO, CMU'e)
<br />
<br />""
<br />-t
<br />
<br />.
<br />'t
<br />,
<br />
<br />~
<br />I
<br />
<br />
<br />Q
<br />I
<br />~
<br />
<br />r
<br />III
<br />
<br />r
<br />III
<br />
<br />~
<br />I
<br />
<br />~I
<br />
<br />t:
<br />at
<br />. ...
<br />tJl
<br />~
<br />m
<br />
<br />~ trJ
<br />~ ~
<br />~ ~
<br />q ~~
<br />q q:<:
<br />~~~h
<br />I ~~~~
<br />en ~~~~
<br />Z e:::qCt:q
<br /><*i ~>-4~~
<br />O:~~I:<:
<br />q~trJ~
<br />~ qCo.l~iJ)
<br />Co.l~O~
<br />~iJ)e:::q
<br />~~""'-..l
<br />J: ~O::~~
<br />I ~ ~u
<br />~ ~
<br />~ 0
<br />~ 0 ~
<br />~ 0:: ~
<br />t..l C'J
<br />~
<br />~
<br />~
<br />
<br />~
<br />q
<br />~
<br />~
<br />q
<br />~
<br />
<br />.
<br />
<br />
<br />o
<br />,
<br />~
<br />
<br />~~0~'
<br />II-~r
<br />
<br />oEE ELEVATION&
<br />FOR ROOF SLOPE
<br />
<br />
<br />o
<br />I
<br />~
<br />
<br />"-~"
<br />
<br />
<br />:!;'-~"
<br />
<br />r-- -;--
<br />I
<br />
<br />-
<br />o
<br />~, ,
<br />
<br />'t
<br />I
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />L
<br />
<br />3 T A6 FIBER6LA~~ ~~iN6LE5 OvER .1:;
<br />ROOFlN6 FEL T ON ~/8\'CDX PL YIJJOOD
<br />SJ-.:EAT~iN6 W/H-CLlPe. ON PRE-EN6iNEERED
<br />WOOD TRUe.oE~ 6 24"o.C, '
<br />
<br />FUTt..iRE LA\..i1\:DRY TU6
<br />5TGB.OUT ONLY
<br />
<br />e..
<br />~
<br />C)
<br />~
<br />di:t
<br />
<br />(Q~
<br />jl
<br />~.
<br />I
<br />II
<br />~II
<br />I j
<br />~ lJ
<br />I
<br />I
<br />
<br />. I
<br />I
<br />L
<br />
<br />--) .
<br />
<br />~~~1'
<br />;?; ~
<br />'1 I
<br />~ '"
<br />a
<br />
<br />
<br />~I :qt.
<br />L~
<br />
<br />'22'-4"
<br />
<br />b
<br />I
<br />~
<br />
<br />
<br />,
<br />I
<br />!
<br />-'--
<br />
<br />~
<br />I
<br />
<br />,
<br />I ·
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />+~
<br />I
<br />I 7.1 (Q
<br />"'I ~
<br />I ....
<br />I
<br />. I
<br />~ I
<br />~ I
<br />f i
<br />1 I
<br />I
<br />I
<br />I
<br />
<br />PRE -ENC" TRUe.SE5
<br />
<br />~
<br />
<br />~I
<br />I
<br />r _
<br />o
<br />I
<br />
<br />~
<br />
<br />e.iMP50N &TRON6 TIE "oTI8"
<br />EA. TRU5S
<br />PLATE HC:sT,
<br />(2 J2x 8 P.T,'!; -:
<br />,J
<br />
<br />
<br />. .
<br />
<br />...J
<br />W
<br />~
<br />~a..=
<br />I 't
<br />- ~ -' +
<br /><(l 1: 0.) \Q
<br />W :J:
<br />J,
<br />
<br />1 -8"
<br />
<br />"
<br />"
<br />
<br />~
<br />e..
<br />~
<br />~
<br />~
<br />S)
<br />
<br />---
<br />
<br />..-
<br />
<br />(()
<br />I
<br />j)
<br />
<br />~
<br />~
<br />Q
<br />I-
<br />
<br />~I
<br />
<br />~,
<br />
<br />~
<br />I
<br />~
<br />
<br />..-
<br />
<br />o
<br />C\l
<br />C'J
<br />
<br />~
<br />
<br />.
<br />'t
<br />I
<br />!9
<br />
<br />~ -4"
<br />
<br />~'-4"
<br />
<br />'"'
<br />
<br />~ q)
<br />~ ~
<br />W r
<br />...J <t
<br />W >
<br />UJ
<br />W ...J
<br />!:M UJ
<br />'- UJ
<br />>- !:M
<br />(t ....
<br />~ ~
<br />)- <t
<br />1: >
<br />1: >-
<br /><t
<br />1:
<br />
<br />I
<br />n
<br />Ii
<br />Ii
<br />COLUMN 12" (DIA) ROUND C.M,U.'~ ~
<br />LD
<br />
<br />....
<br />
<br />
<br />-{...."
<br />
<br />} '4..: ~ 4.:+1/ :.;' t
<br />~ ~; .II; ~
<br />le~EAR F'Al\EL "'S~EAR PAJ\;ELI
<br />I
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />I
<br />-/--
<br />
<br />"'~~
<br />
<br />I
<br />I 9
<br />I ~
<br />11
<br />~I
<br />
<br />..c::
<br />0.
<br />W
<br />
<br />..
<br />
<br />
<br />.
<br />
<br />'2',,<, 2')( '2" CEEF, :!;~0 P5,I,
<br />CONCRETE: n-j!cr<El\E:? 5LA6
<br />FOOTINC:s wi (4) · :; RE8AR
<br />EACi--l WA'r'
<br />
<br />I
<br />o
<br />I
<br />~
<br />
<br />
<br />~
<br />I
<br />((j ..g
<br />][
<br />
<br />~
<br />....
<br />U
<br />~
<br />J-
<br />~
<br />U
<br />UJ
<br />~
<br />
<br />-l
<br />-I
<br />ro
<br />\...
<br />()
<br />4-
<br />o
<br />ill
<br />~
<br /><J)
<br />o
<br />8
<br />~
<br />
<br />__-1
<br />
<br />(4) "S> RE8AR CONT, FROM FTG,
<br />TO TOP COwRe.E
<br />
<br />'3 T/Ee. '!il !g" O.C, (MAX) oT ART
<br />111 ~" OFF FTG, AND NO MORE
<br />T~AN :;" FROM TOP BEAM
<br />
<br />Ll
<br />
<br />Z
<br /><I
<br />-I
<br />(l
<br />2
<br />()
<br />I-
<br /><I
<br />o
<br />2
<br />:J
<br />()
<br />lL
<br />
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />~
<br />1
<br />}.-
<br />
<br />I 3'-1~" I
<br />
<br />"'~""EAR PANE~
<br />
<br />f
<br />~.II
<br />
<br />F,F. ELEv, n-!OU&E)
<br />":;'e, ~ 12" o.C, EA. WA-r
<br />
<br />()
<br />C
<br />
<br />'~'-~"
<br />
<br /><J)
<br />~
<br />-l
<br />'~,~I
<br /><J)
<br />:J
<br />()
<br />:r
<br />
<br />1:3 -.4"
<br />
<br />~4' -8"
<br />
<br />23'.8"
<br />
<br />a.
<br />:)
<br />o
<br />\..
<br />o
<br />
<br />:;1' -8"
<br />
<br />c
<br />,g:.
<br />(J)
<br />c3)
<br />o
<br />c3)
<br />c
<br />o
<br />+J
<br />V1
<br />
<br />~
<br />
<br />!I=OUNOATION
<br />
<br />F'J..AN
<br />
<br />53
<br />
<br />~ I C01-. 015T AI1- ("12 ~NO. CMU'&)
<br />
<br />\..
<br />c3)
<br />C
<br />\..
<br />o
<br />U
<br />
<br />ThE BUilDER e~AlL VER:F-r Tl-lAT Tl--iE
<br />Fo.lNDAT!ON eeARiNc, eoll.. HAe A
<br />MiNIMuM LOAD CARR-riNU CAPACITY OIF
<br />3~~ FOtjND~ FeR eauA~E FOOT, IF A
<br />LE5e eoll. eeARIN6 CAPAC1T'r' EXi~T5.
<br />OBTAiN Tl--iE ENGiNEER'5 RE5PON5E
<br />BEFo:::c:e POURiNG FOJNDATlo,'1 FOOTiNG,
<br />Ae FOI...iI\iDATION REvieJ~'1eUAL BE
<br />REQU:RED , Tl--ie BUILDINu OFFICIAl. MAY
<br />Derel'<l'11NE ON iNePECT10N T~AT FOOTliNG
<br />EXCAvATIONe REvEAL eo...ND Vl~IN SOIL
<br />5UITAeLE FOR FOJNOArrON FOOTiNGe.
<br />1-115 er6N.CFF IN e.wc~ CA5Ee WI!.L BE
<br />ACCEPTA8Le. ,
<br />
<br />"
<br />Ol
<br />Ol
<br />
<br />ENGINEERING CERTIFICATION OF
<br />STRUCTURAL COMPONENTS ONLY
<br />
<br />@
<br />
<br />l-
<br />I
<br /><:>
<br />~
<br />~
<br /><J
<br />
<br />
<br />I hereby certify that I have performad
<br />to the attached design and it is in
<br />compliance with Section 1606 of
<br />the Standard Building Code
<br />
<br />PROJECT NO.
<br /><3130
<br />
<br />DWG NO.
<br />e:;
<br />
<br />
<br />,.
<br />
<br />.t ,f
<br />. " '
<br />
<br />
<br />
<br />
<br />
<br />\~: ~
<br />
<br />'. ~:j,,., }
<br />
<br />
<br />4
<br />
<br />,~'
<br />
<br />~"". ,oS
<br />.,,':fz -:'
<br />
<br />. >," "
<br />; <~:"~~' ~" ;?,:, ' .
<br />
<br />(:
<br />
<br />,~. :.1
<br />
<br />~. ~
<br />
<br />:r"
<br />
<br />~. f.~'.
<br />
<br />";",
<br />
<br />"
<br />
<br />,;... ,~
<br />.r", "
<br />
<br />:- ~'
<br />
|