|
<br />...-
<br />.
<br />
<br />~
<br />
<br />I
<br />
<br />.
<br />
<br />,
<br />I
<br />I
<br />I
<br />
<br />.
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />I
<br />
<br />I
<br />I
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />
<br />~
<br />
<br />I
<br />I
<br />I
<br />I
<br />
<br />I
<br />
<br />I
<br />I
<br />I
<br />
<br />,
<br />I
<br />
<br />,I
<br />
<br />=
<br />
<br />= '=:
<br />
<br />'"
<br />
<br />N"-' L:=.-
<br />
<br />I
<br />"
<br />ALL. ~ "." -r-,:>
<br />/NS'JL.A rE/~ ~~ rE"cL
<br />
<br />-... --- ..... .
<br />
<br />-
<br />
<br />~- -
<br />
<br />- -
<br />
<br />\
<br />
<br />I)
<br />
<br />"
<br />
<br />\}
<br />
<br />"""
<br />
<br />f'
<br />~.
<br />~
<br />11,[
<br />
<br />il
<br />1
<br />
<br />'"
<br />
<br />-t
<br />
<br />1
<br />I
<br />"
<br />I
<br />I I
<br />
<br />I I
<br />I
<br />II
<br />II
<br />I
<br />
<br />I
<br />I
<br />1 I
<br />
<br />I
<br />
<br />l/~
<br />
<br />~.' -1
<br />
<br />'\/
<br />
<br />I
<br />
<br />'"f~
<br />-I;>. )(~
<br />
<br />, ,
<br />~ .(".......f ,/
<br />'~I
<br />'* ~\~I'
<br />\J ,
<br />~,/ ", . ~
<br />,"'" ~ ~ \\
<br />J. ~, ~~'
<br />"1 ,.. ,,\
<br />. <<:.- -\\\
<br />~
<br />..
<br />
<br />~,
<br />~i
<br />I),
<br />,
<br />
<br />f
<br />
<br />,~
<br />,
<br />~~
<br />
<br />-~ ".
<br />
<br />~
<br />,
<br />
<br />- -,-
<br />
<br />I
<br />
<br />"
<br />
<br />E/
<br />
<br />~I
<br />>
<br />
<br />oJ
<br />"
<br />
<br />..
<br />
<br />~~';\"
<br />
<br />
<br />I;;" , ,
<br />E;> \'
<br />""
<br />
<br />~o.: ?'
<br />-..
<br />,
<br />,.
<br />
<br />'\>
<br />
<br />..
<br />.,..
<br />, ..
<br />
<br />...
<br />
<br />.(
<br />
<br />""~ )
<br />
<br />- -
<br />
<br />-
<br />
<br />r,/I'VG
<br />
<br />{
<br />
<br />,
<br />
<br />rDC ?
<br />
<br />,~I
<br />
<br />'03
<br />
<br />"--
<br />
<br />;
<br />
<br />;
<br />
<br />~
<br />
<br />. .-
<br />,/"
<br />
<br />K
<br />
<br />~ -"
<br />
<br />'4->
<br />
<br />,/
<br />
<br />67.
<br />
<br />..,
<br />
<br />...-1__
<br />
<br />~-t:::>
<br />
<br />,",'0
<br />
<br />,/
<br />
<br />c-c.
<br />-
<br />
<br />I
<br />,
<br />I
<br />
<br />"
<br />
<br />I
<br />I
<br />I,
<br />I
<br />
<br />1
<br />
<br />.-
<br />....
<br />
<br />"
<br />
<br />"
<br />
<br />1
<br />
<br />4 C".
<br />-) \:-
<br />
<br />.:l ~
<br />
<br />-' -
<br />,.
<br />
<br />l' I
<br />'/
<br />
<br />'"
<br />
<br />~'" - ~
<br />
<br />_..... I'N~_"'5
<br />.:: '_" T-<;;t!3
<br />
<br />)A , z:
<br />
<br />/'- ':> ...,~- L.... lilt:::
<br />- --
<br />/~... ~,......... ry,...s
<br />
<br />F ~ q/^, -rC,L.J
<br />
<br />. I
<br />
<br />L .L
<br />
<br />-'-
<br />~
<br />
<br />'-- -/2 ,>(1-:- ~ :t ~" ,.r,
<br />7YP _ ;---1:-' '- .....
<br />
<br />c:::.,);..,r
<br />""-::::"-.;1, ~r
<br />
<br />1
<br />
<br />-:: <':> )
<br />
<br />,
<br />
<br />,c:."o- ?
<br />
<br />...,,..,;.. ,.. -c..N::.
<br />I''l''~ -~.. (~, I ?r-r:;>, \
<br />
<br />~>t'I.:sr
<br />
<br />~
<br />
<br />\
<br />
<br />~
<br />
<br />f
<br />
<br />/'oI'F~
<br />
<br />r
<br />
<br />e,e.-;".
<br />
<br />_/o/..5r
<br />
<br />I'
<br />
<br />/
<br />/
<br />
<br />c:::--
<br />--..)
<br />
<br />_ ~ J ~"} ""'............ r-"\~
<br />11~ -'1 ~'}.
<br />I 1 \.......
<br />l
<br />~ - "1
<br />; j
<br />
<br />-l "" (
<br />
<br />,;N ~-_
<br />
<br />I
<br />-
<br />
<br />\
<br />~ ","4 '0
<br />
<br />t
<br />
<br />r[
<br />I 1
<br /><'I
<br /><
<br />~
<br />~
<br />
<br />\
<br />
<br />b b
<br />
<br />~
<br />Io~
<br />'\ .
<br />\"
<br />\l '\
<br />~i
<br />
<br />.'
<br />~~
<br />11)\
<br />
<br />'!
<br />t ~~
<br />I \~
<br />J 'I ~
<br />i r--
<br />1'- /-
<br />\
<br />
<br />\
<br />
<br />100.
<br />
<br />~ p..,
<br />
<br />.,
<br />
<br />':>
<br />
<br />,lo-
<br />
<br />,(J
<br />I
<br />'I
<br />...
<br />
<br />'::::> t-='
<br />
<br />,
<br />
<br />(
<br />
<br />'*
<br />
<br />. Z ,_&:; CON'?'"
<br />
<br />'\
<br />
<br />"t
<br />
<br />4"
<br />I -f'
<br />1
<br />
<br />Il:
<br />~
<br />
<br />,
<br />
<br />81
<br />
<br />L - - 1
<br />I
<br />L
<br />
<br />~I
<br />
<br />- ,\-
<br />
<br />i
<br />
<br />.;
<br />
<br />111
<br />
<br />".-
<br />
<br />'I
<br />
<br />'It
<br />
<br />~srA^,O. Jo,::sr "'N<::.UC>;;:~
<br />~"'/z xZ"/z:. 1< .../4......;: >I' ,':'.0"
<br />
<br />1/
<br />JL
<br />
<br />-L--~-l
<br />
<br />i==""c:::::..T\Ot--l
<br />
<br />- -r,e Ne'.-Y JOIST::> to
<br />~ IU..sr. Jo/srs /...-V/rH
<br />~ "'"'o/-",z'Q5 BA _'5 )<' r-o (t)
<br />
<br />\0,..-__-"::.
<br />('
<br />'I\.
<br />
<br />~
<br />
<br />)
<br />1'1
<br />
<br />- '"
<br />
<br />(\11
<br />
<br />i1\
<br />
<br />'"
<br />
<br /><1
<br />r'JII
<br />
<br />,""
<br />()
<br />).
<br />""
<br />
<br />r'}
<br />\
<br />
<br />~
<br />
<br />-...
<br />
<br />: ... .3 ,//z X'.:y,.c.. ~
<br />..;A"""'e 6"-/04,..:0':;
<br />
<br />- --?-.
<br />I
<br />
<br />- ---
<br />
<br />-
<br />
<br />-
<br />
<br />>
<br />.
<br />
<br />"7
<br />
<br />I
<br />c/
<br />
<br />-
<br />
<br />.-' ::IN
<br />
<br />0=
<br />
<br />TY .P ..-"l (.. (.. \.o-V .... L. L. S
<br />'- /;?"yza' 1="o,,:>,~I'V~
<br />v",/ ;?,. S r:..o^, r,1'V
<br />
<br />I
<br />,(
<br />
<br />D-D
<br />~/ I
<br />'-'......~ ' \-c:>
<br />
<br />A-A
<br />
<br />-
<br />'=-
<br />
<br />c:..T\UN
<br />
<br />'e;..- B
<br />
<br />---'
<br />
<br />- ~
<br />
<br />I
<br />:?>/a- -\-C>
<br />
<br />STRUCTURAL NOTES
<br />
<br />I. STRUCTURAL STEEL TO CONFORM TO A. S, T ,H, A- 36
<br />1. AI.L STEEL JOISTS TO CONt'ORM TO LATRST SPEC! nCA"l 'N'
<br />OY THE STEFL JOISTS INSTITUTE, PAINT TO BE ~e; ~
<br />3. STRUCTURAl. STEEl. TO RECEIVE ONE SHOP COAT _IaE-=- -_-=
<br />PAINT.
<br />4, STEEL JOISTS SHALL II!: BRIDGED AS ERECTED. NO CONSTRUCT-
<br />ION LOADS SHALL BE APPLIED UNTIL ALL JOISTS ARE COHPI.E-
<br />TELY IlRIDGF.D,
<br />S. DRILLING OR PUNCHING OF HOLES IN JOIST CHORDS WILL NOT
<br />BE PElMlTTED.
<br />/), STEEL DECr. TO Ill!: PAINTED OR GALVANIZED. SEE PLAN I'OR
<br />SIZE, GAGE AND TYPE AS IIOTED,
<br />.. ~, ALL COHCRETE FOR FOOTINGS, WALLS , PII.ASTERS, SLAB~, IlLOCK
<br />CORES, BOND & LINTEL BEAMS SHALL HAVE A HINIHl'H COHPRES-
<br />SIVE STRENGTH OF 3,000 p..,!, IN 28 DAYS,
<br />6, ALL CaNeR!TE FOR EXTERIOR WALLS, DRIVES, STOOPS, WALXS
<br />SlABS & CURBS SHAI.L BE AIR ENTRAINED & HAVE A STR[~;TH
<br />Of 4,000 P,8,1.
<br />9. PLACING Qt' CONCRETE' REINFORCING STEIl. SHALL COMPLY \lITH
<br />THE A.C.I. BLDG. CODE.
<br />10, SPLICES IN REINFORCING SIIALL BE 10 liAR DIAMETEIlS OR
<br />1'-0" MINIHlJ1'I
<br />II, REINFORCE AU 1l0ND BEAMS & LINTEI.S WITH 2 '5'. CONTI NlIOU,
<br />SLY.
<br />12, AI.L OPEN INCS 4 '_0" , I.ESS SHALL HAVE MASONRY LINTELS U, N. O.
<br />13, REINFORCING TO BE CRADE 60 FOR '5 liAR OR LARGER.
<br />REINfatlClNG TO BE GRADE 40 FOR '4 BAR OR SMALl.ER.
<br />14. CONCRl~E BLOCKS AND MORTAR TO BE IN ACCORDANCE WITH
<br />TilE UNIFOIlM BUII.DING CODE.
<br />I), ALl. STEEL LINTELS TO IIAVE B" MINlHUH BFARII1r.. flI.L Bl.OCK
<br />CORES UNDER IlEAAING. It
<br />16, ROOf DESI(;NED FOR 4c:::. P,S.F. LI\'! WAD,
<br />17. STRUCTURE DESIGNED FOR I !!!. .. r, S, F, WIND LOAD,
<br />
<br />FOUNDATIPN NOTES
<br />
<br />I, ALL FOOTINGS TO 8E ON UNDISTUII.BEO OR COMPACTED SOil,
<br />FACIl HAVING A IlEARING VALUE OF 3=0 POUNDS PER
<br />SQUARE fOOT MINIMUM, OTHERWISE NOTIFY ENGINEER,
<br />... :-tINIMUM DEPTIl OF EXTERIOR mOTINGS TO IE 3'-6" BELOW
<br />GRADE. U.N,O.
<br />1, ALL CONCRETE TO BE
<br />INCII.
<br />4. ALL FOOTINGS ARE CENTERED UNDER COLUMNS OR WALLS UNLESS
<br />NOTED OTHERWISE.
<br />'I, FOUNDATION WALLS SHALL BE ADEQUATELY SUPPORTF.D lIHORK
<br />AND DURING JACICFIJ.LING OR COMPACTING SOIL TO PREVDlT
<br />ANY DISPLACt:HENT 011. DEFLECTION,
<br />h. TilE AREA OF TIlE IlLDG, SITE TIlAT IS TO BE Fll.tED SHALL
<br />fiE STRIFPED OF HIGHLY ORGANIC SOIL OK UNDESIRA8LE
<br />'IATERIAl.S AND THEil FIllED WITH COMPACTED SAND AND GRAVEL
<br />TO TIlE UNDER SIDE OF THE SLAB ON GRADK.
<br />
<br />;3000
<br />
<br />POUNDS PER SQUARE
<br />
<br />,
<br />,3-0
<br />
<br />J?rs r
<br />
<br />',;'-
<br />I
<br />
<br />I
<br />
<br />~'"
<br />
<br />
<br />.- - ---+
<br />, O~C.~ ..-"l-"'CHO/fe
<br />1 "'--z~xzr~x~ t. co_r:
<br />;-v7~.!3'a> /V~L. .::s FC."".:s
<br />if
<br />
<br />--
<br />
<br />, I
<br />.} ""--0 r
<br />
<br />.......... \
<br />......... - \-0
<br />
<br />'I
<br />
<br />I)
<br />
<br />~
<br />~
<br />
<br />~ 2-0 c.c..
<br />
<br />f'i5} STEEL PRODUCTS
<br />lE!1 =,,=,,~ ~",E::~,::~:,"~_
<br />
<br />srJE::uC rU/~A L
<br />
<br />'-Ayc>~r
<br />
<br />JOB
<br />
<br />FOR
<br />5""~ x' 40;; AOo/,rON
<br />
<br />,IV' € Y'V B ~ Ie;; ;,' '0;V. ;".-? .I ;V /'v
<br />
<br />LOCATION
<br />
<br />CONTRACTOR
<br />
<br />P'N/L. F'€~::Jr./
<br />
<br />ARCHITECT
<br />
<br />~
<br />
<br />DRAWN 8Y
<br />
<br />;V,!.P\FI DATIl ?7:A3.-
<br />
<br />I
<br />
<br />;://
<br />IOF
<br />
<br />SHEET NO.
<br />
<br />REVISED
<br />
<br />A~ROV€O
<br />
<br />JOB NO.
<br />
|