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1. SEE DWG 110751-S-01 FOR GENERAL NOTES..
6'-0" PREFERRED 1,_6„ MAX 3" CLR FILLER PLATE BETWEEN DIAGONALS /
1/2" 3 4" ® SLOTTED CONN
. �
SPLICE LOCK , 8'-0" MAXIMUM ,
�� WORK POINT BLOCK AS REQ'D
BLOCK AS REQ'D
/ WORK POINT ' WORK POINTAT BEAMS AT BEAMS
TOP RAIL, HSS 1.90x0.188 A500 Gr B �� I ,
- - -
00
00 m ANGLE 00
' - -
i ��` I I CD
z
o , co c0 @�
C) @�
MID RAIL, HSS 1.904.188 A500 Gr B -' a C14 °
1/4- CLR -�--' BOLT
1/4x2 1/2" FB ANGLE @ COL BASE (WEBS ANGLE @ COL BASE FLANGE HORIZONTAL BRACING @ BEAM INTERSECTION
, 1/4 X 4 TOE PLATE ,
ANGLES @ INTERSECTION )
WELD A 1 3/4"(TYP) WELD A 2 1/2- 0 SLOTTED CONN
I INIP
13/16"0 HOLE 13/16»0 HOLE IN CONN ANGLE.
TYP PROVIDE STD LONG SLOT (13/16" x 1 7/8")
WORK POINT WORK POINT IN BEAM WEB & 3/4-0 SHOULDER BOLT
i
TYPE I TYPE S WZ SLOTTED CONN.
TYPICAL GUARDRAIL DETAILS
SCALE: 1/2 1,_0» i �� NOTES:
1. THE PURPOSE OF THIS SCHEDULE IS ONLY TO PROVIDE DESIGN OF CONNECTIONS. ALL OTHER ASPECTS OF
STEEL DETAILING ARE BY THE DETAILER (ie, BLOCKS, BOLT HOLE LOCATIONS, CUT LENGTHS, ETC).
* - - - I 2. ALL CONNECTIONS BASED ON 3/4"0 A325N BOLTS.
i 3. ALL SHEAR PLATES ARE ARE A36 STEEL.
4. E70XX WELDING ELECTRODES.
r W.P. " „
rn 5. THE K DIMENSION IS A STANDARD DESIGNATION AVAILABLE FROM .THE AISC MANUAL OF STEEL CONSTRUCTION.
i 6. A BUTT WELD MAY BE REQUIRED WHEN NO CLEARANCE EXISTS BETWEEN THE TOP OF THE CLIP ANGLE
' ANGLE TO COL (WEBES ANGLE TO COL(FLANGE) HORIZONTAL BRACING @ COLUMN
AND THE BOTTOM OF A BLOCK.
7. PROVIDE A SLOTTED CONNECTION AT ALL NEW TO EXISTING STEEL CONNECTIONS
cr_ TYPICAL BRACING CONNECTION DETAILS
FRAMED BEAM CONNECTION SCHEDULE
_, NOT TO SCALE
EXACT SIZE AND CONFIGURATION OF GUSSET PLATES CONN # ROWS SHEAR PLATE WELD
HSS 1.90x0.188
MEMBER REMARKS
A500 Gr B TYP I i3,, _ SHALL BE DETERMINED BY THE STEEL DETAILER TYPE OF BOLTS a x THK x L A
� � / 4 W8 _1 2 3 1 2 x 3 8 x 5 1 2 1
/ / / /
LO C10 1 2 3 1/2 x 3/8 x 5 1/2 1/4
- ----------- 1 _3 \ W12 1 3 3 1/2 x 3/8 x 8 1/2 1/4
I
TOP L,,, » ANGLE
10
TREAD 2-I%s HOLESF
m ---------- 1/4„ X 4„ FOR 2-%" ASTM �,-
L ,� --- TOE PLATE DETAILS PROVIDE MINIMUM 2-1%s HOLES , 00A325 BOLTS (TYP)
.'
CONNECTION DESIGN CRITERIA FOR 2-% ASTM TYPICAL,
FOR BRACING CONNECTION A325 -BOLTS (TYP)
--
WHERE REQD N
DESCRIPTIVE NORTH
C>2-91/6" HOLES FOR
�, �. � � » ANGLE
ONE RUN '� 2 Y A325 BOLTS ,
p .. TYP L3x3xy 2-1Y16" HOLES
� �. � � 3/16 L3x3xY
00 G ` J FOR 2-� ASTM -13 »
WORK POINT i�h WORK POINT r r 2 /s HOLES
� � r �,� � � A325 BOLTS TYP 1 3 »
WORK POINT` ° •- (TYP) / FOR 2- ASTM
o .� , WORK LINE ? / �������■�������■���■��������������������er•������������■n��y
1 1/2 »
A325 BOLTS (TYP) 1 "
» „ »
v� ,
x2Yx9� �' 4 1/2' 3 1 2
z w �, L3"x3"x5f " \ 3
/ / 1
z V, 16 » »
o— _» 3 1/4 3 1 4 » "
LG 3 / / , 3 1 /2 4 1 /2
it J I 1 Ii 1
» Y"0 . ADHESIVE
`—
» 2 ANCHOR * * w
1
1/4CLOSURE PL NOTE CNr ` 0 1 1 0 o
N ,
THE PURPOSE OF THIS DETAIL IS TO SHOW _ _ _
- - - - -
TYPICAL STAIR HANDRAIL INFORMATION FOR USE BY Pe)''' A
N ,
THE STEEL DETAILER. FOR RISE/RUNS, ELEVATIONS ' o i W12
AND ADDITIONAL INFORMATION, SEE APPLICABLE 1
7YPICAL STAIR GUARDRAIL DETAILS DOUBLE ANGLES 3-1Y16" HOLES FOR
SECTIONS AND DETAILS ON THE DRAWINGS DOUBLE ANGLES
SCALE: 3 4" 1,_0 I I
» 1 ` 3-%" A325 BOLTS
4-13/s HOLES TYP ®13 TYP ,_ \
_3 „ 1 /4 4 /s HALES FOR 1 4 P
FOR 4 ASTM 4_3 / M
ASTM A325 1
A325 BOLTSTYP
( ) TYP BOLTS (TYP) 1
1/4 y
TYP
Y2 R L3x3xY 1/4
L3x3xY
2
3/16 a
N
DETAIL D
L DETAIL E
N
CONNECTION DETAIL.AT WEB
CONNECTION DETAIL AT FLANGE
"SCALE. 1 1/2
_
1 0
SCALE: 1 1/2" = 1'-0"
t
Z, 3/8" THK .'
` ANGLE r
►'� o z m
— SIDES i6 COPE
1.
1.4- \ , O N ,
t \ ®
HSS 1.90x0.188 Io - ,
A500 Gr B i ' 2" 2" 1"
W6
\ ,
1/2- PLATE
1 �
2L ANGLES» " »
' I L2 Y x2 Y x Y .N
BOLT 4»LONG CLIP Q
TYP/s ANGLE (TYP,) C14
DESIGN LOAD FOR `
RANGE BRE BY KONTEK. \ i
�, - y R �/ 2-1%s" HOLES » 4 1 2" DL = 20 k "
li u 3 » 24%s 0 HOLES FOR / 4 1 /2
u
FOR 2-/4 ASTM 1 LL_ = 50 psf
W6 CONNECTION DETAIL
2L ANGLES 3/16 Now -
242"0 A325 BOLTS
A325 BOLTS '- "
SCALE. 1 1/2
1 0
. , 1 I
3 (TYP) � N 1
PROVIDE 11/16"0 HOLES IN •� Y2x12x12 (TYP) T- 1
�. WF ANGLE AND 13/16"0 HOLES 1 3/16 1 2-1y HOLE\FOR 1
N IN BEAM FOR 5/8"0 MB ��� W12 1 2 / A325 BOL 1
�� 6„ 2»
1/2 FLANGE WIDTH + 1 1/8' , GUARDRAIL
1 Y GRATING =x 1 0 _ _ — — B — - — —
i 4 = A�
1
I i I � � W12 0
DETAIL C DOUBLE ANGLE ��
1
1
BRACING D TAIE LTYPICAL FIXED HANDRAIL CONNECTION' » �
SCALE: 1 1 2" 1-0" 1 1 2 I r W x9 +6
SCALE: 1 1 /2" = 1'-0" / = I � � 1 , �
W6
W6
o �
W6 i
00 0
r
_13 » I N �:. co
2 /s HOLES FOR N GUARDRAIL
I _3 i �
TYP 1 3 4 I 2 / 0 A325 BOLTS 13 » » r
-
1/4 / ON BEAM GAGE 2- /s 0 HOLES FOR 1 3/4 1
14
TYP 2-% A325 BOLTS 1
/ ON BEAM GAGE ,
2_1/s HOLES I
W12
00
3 "W12 W12
c
FOR 2 c c
/ ASTM' 1 _
A325 BOLTS
cir ' 2-1%s%4" HOLES C� B
Z `tip' FOR 2-" ASTM
SECTION B—B '
WORK POINT , A325 BOLTS SCALE: 1 1/2" = 1'-0" r C10x15 I 1
WORK POINT
^; DOWN
'�� ���_t•���t•��t•��t•��������� ��ts r,�-e��� ��� I■rt•���� r•�� �I��t•��t•a�
�J-
Y
3 0
2
I
� 2
,L t tt
ENLARGED PLAN @ EL. 40 -0
DETAIL B - DOUBLE ANGLE -- SCALE: 3 =1'-0�
DETAIL A DOUBLE. ANGLE /
CONNECTION DETAIL AT FLANGE CONNECTION DETAIL AT WEB
T/STL. EL.- 39'-10 3/4"
SCALE: 1 1/2" = 1'-0' SCALE: 1 1/2" = 1'-0"
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'Prepared with AutoCAD' 82014 by •O-
110751
CURRENT PROJECT # 110751 FILENAME: 110751-S-03.• : - 40 RANGE TS-03
X5753
CURRENT MiSC DETAIL # PLOT_ FACTOR:: 1:1
2 1 APPROVED FOR CONSTRUCTION 04-23-20 '
PERI PREVIOUS PROJECT N/A SHEET SIZE: 42x30 1 APPROVED FOR CONSTRUCTION 02-04-2020 -0 :•
/ STATE OF
DWG. TITLE
#
: w9 ,; KONTEK INDUSTRIES
ENLARGED PLAN, SECTION ANDVER REv
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ENGINEER: L.. AYRAPETYAN DESIGNER: P. HINES Fs'•••......••' C�� .��
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PROJECT MANAGER: J. LARSON
ISSUE &REVISION r. SCALE AS NOTED DATE/f0 8 COPY N0.