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• o L 4x4x 1 24" COVERAGE
a °
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r ~ AD LINTEL �„ 12"
BENT k 3x3x t5 — — — — — — — — — — — +(29' -9 2 ") ; +(15' -0 ") CS SETTING k , z . ;� �N A R C H l TE C TS
24/4 PATTERN
W10
d BRICK 4 " GROUT I W24x76 INCORPORATED
• FILL BLOCKOUT W/ CONC. LINE z '" �N ° AFTER COLUMN SET. DECK 5UPPORT i L A5 REQUIRED 36" COVERAGE ARCHITECTS
HORIZ. BAR5 TO BE CONT. z "x8 "x8" FIRE SAFING 1" CAP k THROUGH BLOCKOUT. 4 p1A TEFLON 4 "x8 "xa' PLANNERS
WELD TO 4 w8x4a SEE xIO INTERIOR DESIGNERS
BRACKET L" NOTE WS 36/7 PATTERN
1
"4- TEFLON 4 "x8 "x8" +(28' -0 ") 4 3„ COL.
7 < ` 41- 2' 4" WELD TO BRACKET 4 „ 30" COVERAGE
FILL BLOCKOUT W/ CONC. - 9100 KEYSTONE CROSSING
I ! 1 30/6 PATTERN
INDIANAPOUS, INDIANA 46240
I � AFTER COLUMN SET. (3n) s49 -7aoo
1
4,'H ORIZ. BAR5 TO BE CONT. WS SCOPE DRAWINGS
HROUGH BLOCKOUT. 13P3 COL. i
SECTION ,
a I the propct terI arohitecturai ddpn
ll USE �" PUDDLE WEL05 A5 SHOWN IN ABOVE PATTERNS. rbee dra•lnme indleat. th. genr "� saap. of
BRICK SECTION L 5x5x 1 x 0' -8" # M,jM t. the dmensono at the building. the
4 dem o ahi or a elements. ana the �,pe "t
W8 - LINE 13 _ SCALE 1 " =1' -0" 513 2" �� �� o "'o :ad„.arwy`hacante o`
L - - - - - - - 2) PROVIDE 10 510E LAP FASTENER AT 2' -6" O.C. FOR 1 PECK. n
° • deacrPoe dl erork nauired for full pxtomnance
— # ar,a completion of the requirements of the
3) PROVIDE 10 SIDE LAP FASTENER AT 1' -6" O.C. FOR 3" DECK. Caniraat the bass of the general xopa
SECTION ('17 SCALE: 1 " =1' -D• 13 _- -
• ° • a ` lhgII 4bd er eeacribsd. the trade cantractan shall lemieh all items required for the Draper
{e.ecuflon p d COmPililon Ot the "O k. - ° SCALE: 1 " =1' -0" 13 NOTE: FIELD WELD B.C. JOIST AFTER ALL TYR C r,-
EDGE OF ° a s
1 ROOF DEAD LOAD 15 APPLIED. m
FTG. PROVIDE WRITTEN NOTICE TO THE FASTENER Y C� T BP3 - -- - - - -- LAYOUTS
i 1
(a "x10 ") T/C +(13' -6 2 ") ENGINEER 2 DAYS PRIOR WELDING. 1 ;l
m
FILL W/ CONCRETE `� -.Vii NO SCALE 513 N
BLDG. EDGE OF
AFTER STEEL ERECTION
FTG. SECTION g
-a
1' -2"
� LINE I
TIWALL I
T /LEDGE +(9' -6 ") c SCALE: 1 " =1' -0" 513 6"
i
1 2" A� I+— BLDG- //-JOIST
z
7 2,. 4 2" 7 4 2 I +(15' -0 ") I LINE - n OIL ° a o ° I z 0
`�, p ° ° Q 1' -0" MAX Q
P -2" 1 4" BENT k - w a
T /LEDGE +(9' -6 ")
T /WALL +(15' -0 ") °� °' o I 6" A 41'e, COL• G1ZIiD C1b JOIST
SECTION ('21 N N
OPENING 1' -0" OR 4 LESS - USE
3 3 I L 3x3x 4 CONT. I L 2 x 2 x ON cn m
SCALE: 1/2 " =1' -0" BLDG. �a i
513 I TWO 51DE5 WELDED TO DECK m o
z (n w
LINE I 1 2" ROOF DECK I w N J y C
W14 EXP. JOINT I ; ��ti ® �r�g .� w . Y
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SEE "9/516" ° 2 1
L 5x5x o o
(TYP -)
W18 W18 I G �h m W
IL.. -- BLDG. LINE �� \1 A L i O �p 0 Ilee
I 6' -0" 6 0 11" = 5' -6" I' -S" END OF - - �N �� I i s W
WALL tt�o
le
3'x3 "x ;" L's O g Z
F -6• C 1' -6" 5" SECTION 6
(TYP) t C C.7
':, r• ter. rI I \ �
BPI J FILL BLOCKOUT W/ CONC. I O,o
(18 "x22 ") SCALE: 1 " =1' -0" Fiy/ J o
NOSING ° AFTER COLUMN I5 5ET. 513 NYC \
GRANULAR HORIZ. BAR5 TO 0E CONTINUOUS k + "x8"xCONT. S /Z� \ \` ,0��� W o
1-40 FILL SECTION 14
*3 N05ING 1 THROUGH BLOCKOUT.
BAR ® SCALE: 112 " =1' -0' 513 \ ��- _ °
J �ui
e
1
v� 1' -5 z'
• SECTION 10 � �- o
xa�
� tnz�i
* 5 12" E.W. SIDEWALK { • • SCALE: 1 " =1' -0" a 04
• A I 513 " OfA. PUDDLE WELDS L FRAME REQ'D FOR ALL W Z � -
" 0 12" O.C. OPENINGS GREATER THAN z
1' -0" & ® ROOF DRAINS W J
SECTION 18
Z
SECTION (22 ..
SCALE: 112 " =1' -D• 513 AL) ----- - - - - -- TYP �OO� OPENINGS 2 U
1 '8" i • NO SCALE 513
SCALE: 112 " =1' -0" �132 * 5 14" k 1 i "x18 "x22" 4' 12" 1, -2" F-
L 3x3x -L CONT. ! k z "x4" CONT. W/ w z
A 9 I z DIA. H.S. ® 2' -0" O.C. � Q
i 2" ROOF DECK (n
W14
A7 1• 41* EL VARIES — _ _ _ _ _ = BRICK VENEER * 5 ®12" E.W. ~
2 UNIT "C"
Li
4" C.M.U.
ry
u
U
1 0" 1'_�! 2' GROUT d 1" BENT k w
T /WALL +(15' -0 ") o = 6^ 4
/ T /LEDGE I- I Ln
- 8" .. rq
Ln
Ln
N BLDG. 11 DIA. N 240 \\ DECK COVER f� W
1 W14 r LINE �N 4 ° N -7
CO CC
o . S E C T I O N / ROOF PECK
• _ SCALE: 1 " =1' -0"
T /WALL -�� 513
• t U
(15' -0 ") ` T5 2 x2
+ AD 2
.. o ./ L 4x4x + x 1' -4" J015T Z =
SEE "8/55" Q
BP3
� I (8 "x10 ") I FILL BLOCKOUT W1 CONC. 6"
Cie BPl AFTER COLUMN 15 SET. ` �; WF BEAM LL)
PI (16 "x16 ") (18 "x22 ") P 1 & P SECTION ri 1 0 ��
HOQIZ. BARS TO BE CONTINUOUS J
THROUGH BLOCKOUT. SCALE: 1 " =I' -0" 1„
14.409° 513 1' -111" 1 z ROOF DECK
0 w z
DETAIL ('15 12" r S3 - - Q
SECTION (�2 3 SECTION 1 J SCALE: 1 " =1' -0" 51 '2 PENT k 3x3x 16 513
1 J SCALE: 1 " =1' -O"
Q � �
SCALE: 112' =1' -0" 513 SCALE: 112"=I'-0-- 513 r �,
�C? �; ry -
1' -2,. Z 0 (I
UN)TK "CVENEER + -- _ � u
13 SEE PLAN
L 3x3x 4 I 513
\ CONT. L —
7" BLDG. ± T /WALL +(15' -0 ") i 2" ROOF '
DECK 2"
It "x1D "x10" ® J54 LINE ! �N 2" 1 JL
• • k } "x12 "x12 ® T56 A
- --- - - - - -- -- -- - - - - -- FOR COLUMN SIZE W16
® � ° • ° •, eN el +(29' -9 2 ") ': 5EE PLAN
o
* •
- t` A D • • 2 L 4x3 2 16
9' a Q L LINTEL z 16 2 L 4x3 2x 6
BP2 k 1 "x12 "x16" JOIST J <
(12 "X16 ") SHOE O �N 32LH06 ,,,,,��,IG,,,Or
FILL BLOCKOUT W/ CONC. \ 5 74 << '
AFTER COLUMN SET. M1 '
T5 4x4 & T5 6x6 Ql W10 WELD HOR1Z. BARS TO
i I STEEL COLUMN. " SECTIO
N 8 M43
k e "x9 °x28 i6 x 4" LONG SLOT W
,� " SETTING k I ! � ; 1' -10 I IN WB
STATE OF
<u
4" GROUT 1 I ci i i +(28' -0 ") SCALE: 1 " =1' -0' 513 f �A(D 1
SECTION 20 °
2" GROUT
t o °_ m° --- _- _ -----
_-
4" Q[A. SCALE: 1 /2 " =i' -0" 513 ~ W24x76 2" UNLE55 NOTED OTHERWISE DESIGN CONNECTION CERTIFIED BY
+(27'- 2 „) FOR UNIFORM LOAD CAPACITY AS TABULATED IN
1” p1A. PART 2 OF THE MANUAL OF STEEL CONSTRUCTION
-4" o WSx48 "A50" NINTH EDITION.
;
TYPICAL WIDE FLANGE COLUMN /BEAM CONNECTION SHEET NO
' - - -- 1' BENT k � ,
BP5
L 4x4x4 x 1' =- ' SECTION 4
{� " S13
U P 2 � SCALE: 1 =1' -0" 513
SECTION �� FOR BEAM SIZE -
LE: 1 " =1' -0" 1 � 5EE PLAN �
5CA DETAIL i OF SHEETS
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• 5CALE= 1 " =1' -0' 513 SECTION 12 F � L E NO
SCALE: i " =1' -0" 513 NVC92065 \S13