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a55EMBLIE5... 2..E •D. 4 ASSEMBLIES R.E D p _ ,LUW. P-OOrI G i O ' M - FOR GENERAL P;OTES SEE SH. I
Q_ ...._.- a 4 .OF or- A .CUT TO SUIT
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I: �T 57`2UCTURAL .STEEL 5:DING FRAMES
04 LlJ (L ', WELDED FABRIGAiION.
iI AsHINy 3- CONSTRUCTION JOCNT5 FOR THE
- 4x5x 1/4'L j ��¢ I -4x3. x+ /4 "L i `NEN/, III V \-\ I: I, '�'� NEW CONCRETE Wf+LLS TO HAVE
TO= OF Oiu I
R ,. i CONC. WALL 8' I. _. --2 /_x2x 4 L WELDED NEW CONC. WALL _ i 2 °x4" SHEAR KEY rt V EDGES.
CURB WALL. - -T '�x3x 1 /4"L'S -. -. -_.. `I.d -' ---3z3 x%4 L5- I : - a' _ TO /o CN /c 10° LG. TYP. 12E +NF. DET.t'r j LOCATE G- ST!C,: .JOiNT5 AT ISM±
EL.' 437. O N + I .4" VERT.s4L I.6 t
--7 -} ``�r ,F - \ i °y. ' EF STAG. fI V✓ /2.. HK (? 1'- O n TO MATCH EX.f _'T. CURB WALL -
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r TYP. F012 CUP_VED
:.. @ I -O,. - WALL _ I 4- DE:,A1L 5- WELDING OF 2E -BARS BY
ll ti L �.. 4� 16 - -- ONLY. T' --.- -• ... �._. 5, I QUALIFIED WELDER.. EACI -I c_oMPLETED
• DOWEL ..
_._..... -. _ _ CO JNECTI N TO B INSPECTED
S
APPROVED BEFORE. EPLACING THE CAST -
-.P5 GIRD52 \- GIF'OE,^_ SUPf�02T .AT CURE �- Ex, st. Co. . curb W.II FASTEN TO EXIS'i. cVRB S,r, DWL I -6.� LCa. Exlsr, Curb -� �k�. -.G40' ALUM. FLASHING -r IN- PLACE CONcr_E'TE,
5H. a WALL W�3/4* 3 UNIT CINCH @ 3' -O'• *_ -DET.a "Wolf ZALUM. II DING !n DWL 03�-O 5_ _
o. ELEVATION = - - i SEC . I SEC INDIVIDUALLY COMPACTED. ..
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ANCHOR ,� 'S' -O - o. c. _ e (-Cn LG. F'R0,1, 10..
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SH. ! r- -TOP vF ROOF.,J01 ST a 8 WALL. LINE. T
s d ! •N \ r---- m TOP of -i 2C- oUTRIGGE2 SrtO!: <_"�°U.RE FOR NtiA : "Ur =1 CErJS IT'f
TYP. ROOF JOISTS -�
CONN.'Z. -/2, STUD + \ J -'TOFe of WALL N >- �;: -. COtJG. WALL N ALUM. QoOFI NG 3 -O� 3 -O± 3 3
'N N' .._ .- '- -,- -. AS PER _PE. -IFIG TION
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VERT '-t- ....
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f 5x 3 - O "E.F. {� I + �. AT DOOR ONLY / W ZCL i_:cL JO1 F 2G.E D 5INTOGROUT
HC2. #4 E.F.. I t: �. tA. COP_NER 295x8 -O„ 8z8X1�2. FE �/ �. ..l.LL
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E,-.. ADD 4 4 F.F. - -- -- ------ -
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HOLLOW ETAL DOOR S -RfM . F. � I j- n I. �.
s T, �'.0 '�3 L6. SET FLUSH I GONG, WALL -.-I
1"i DOOR. Ft<.AME , I ,I EA. JOIS .i'd,. �I, I "x s /B`F. B, WITH TOP OF WALL h ;' -., -� -j-
° , J ;r1 I To ii, DcOR STOP : AT EA JOIST !.j. VERT 4C.;.1'a.
TOP OF CURE3 , ' I� �C !I� i ADD -5'4 F.F. G 33 _ L Ij` ;O ! GL- 43'1:10 E. F. STAG.-- 6' -_�r��
WALL - -�� I g �G 2. ~�v °. j I EA. JAMB _ I I" EL. 431 :10 ,� -NEW CONC, STEPS --_-\ --- H02. "4 E.F. �... TYF 3I t�
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E-5t. Curb WgIi '3 / C_ Dc,r` OPE,_ING 3 -0 TYPICAL \ -"(, DWL 1 -id LOUC '
_ T``" Ex,si. �.o Wall \r 'EVV CONC. AL_L..
-- N W
(� s' -o' '- DET. 8 \. - I
a E1_E_VA'T;O!V _. U - G 4 Jry I /�' = f -o° vi "-CT- o J -.� 1/t I o, c��GT o K - K 4 CONC. WALL TYP. REINF. e
H. I �-- FF CA5T-IN- PLACE '--- :Ipp -- - BACKUP ANGLE DET• 3 N. T. 5.
CON C2ETE I WELDED `: ?L1GE ��-- - - --- - -_-
@` + - -.X i '. „�iJ�� --NEW ACCESS RAMP
ROADWAY 12.'W i
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#to y!1 COL, 5H 4
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GONCREI E I '1” -�_ _.„'l _- WEt- i3 =_.17 s? +'._ L ..�,....:_: /s TYP. I
\ W ELD ITT 12
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- 41 •\ - ---� �� r To 'BE MOVED >I j
\•� -' \ L ;st Se El. •+ 20- / BY OTHERS W
GIRDER -�! \. tV' 6ACKUi" AvGt_E -� l%r i, .. .:,� C 1
- 11'i?mr -- % Exist 750000 I j.
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FI._LC FEND TO SUIT I _�
BAR SIZE....
BACKUP ANGLE
WELD.
SIZE
LENGTH
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114111 �1, X 144
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21/2
7
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316
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lU REV. DATE DE SG RIPTION t BY ,
! EYCIS.t. Fen LC
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10 7 COL. 2EINF __!
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FOR CcL. 2EI,NF, Q.E -- �A25 CO;v NJECTION
L ADD FILL- ON EXIST. EMBANKMENT''
TO SECURE 1 ;4. SLOPE .
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APPROV/ED �
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<. - .. ,. •s
.DATE .. AP21L 7a 194
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CONSULTING ENGINEER
e G- IRDEP -5
I ^ -^_.DESIGN
- -TZUT5 ,,�J 01 WIT - NT 4...Oi_l.lM tQ a• I" = 1. -0,.
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RICHARD E. WOLFF
DRAWN. J PLEW15
CHECKED
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1506 SMITH TOWER
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