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1/4- MAX. SHIM
1/4- DIA. TEKS
DRILLING SCREW;
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STEEL (Fy = 36
4" MAX. FROM J
CORNERS, BALAN
MAX. O.C.
EXIST. HSS COL.
(V.I.F.)
0 @ EXIST. HSS COL.
DOOR JAMB DETAIL
100 SCALE
EXIST. HSS BEAM ABOVE \
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EXIST. HSS COL. (V.I.F.)
ED -01
$ ENLARGED PLAN
100 I SCALE
EXIST. STOREFRONT TRANSOM TO
REMAIN
EXIST. HSS BEAM (V.I.F.)
+8' -8"
B.O. EXIST. HSS
ED -01
EXIST. HSS COL. (V.I.F.
EXIST. MALL FINISH AT
PERIMETER, TYP.
EXTERIOR
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6" = F -0" 100 SCALE
S
- -- .................................... ........
(----- - - - - --
--------- - - - - -- --- --------------------------
- - -- -
EXIST. HSS COL. (V.I.F.)
... ----------------- ---
a
I
I / I EXIST. HSS TUBE AT
/ I BASE (V.I.F.). TUBE TO
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I I HSS COL. SEE DETAIL
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ENLARGED ELEVATION
SCALE
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1/2" = F -0"
6" = F -0"
0
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SILL DETAIL
1/4" MAX. SHIM
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DRILLING SCREWS (GRADE 5
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FROM JAMB CORNERS, BALANCE
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D.L.O.
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JAMB DETAIL
SCALE
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EXIST. HSS BEAM
(V.I.F.)
1/4" MAX. SHIM
1/4" DIA. TEKS OR
SELF DRILLING SCREWS
(GRADE 5 CRS) INTO
12 GA. MIN. METAL (FY
36 KSI MIN.),
CLUSTER OF [2] 4" &
9" MAX. FROM HEAD
CORNERS, CLUSTER OF
[6] AT MTG. STILE ENDS
(SPACED AT 3" MAX.
O.C.) CENTERED TO MTG
STILE ENDS, BALANCE
AT 9" MAX. O.C.
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PULT
PASD
LOADS
u
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M
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POS ( +)
101.7
61.0
NEG ( -)
110.3
66.2
ENLARGED ELEVATION
SCALE
68" R.O. 2" 454" R.O.
1/2" = F -0"
6" = F -0"
0
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X
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@ EXIST. HSS BASE TUBE
SILL DETAIL
1/4" MAX. SHIM
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DRILLING SCREWS (GRADE 5
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(Fy = 36 KSI MIN.), 4" MAX.
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FRAME WIDTH
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SCALE
SCALE
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No
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EXIST. HSS BEAM
(V.I.F.)
1/4" MAX. SHIM
1/4" DIA. TEKS OR
SELF DRILLING SCREWS
(GRADE 5 CRS) INTO
12 GA. MIN. METAL (FY
36 KSI MIN.),
CLUSTER OF [2] 4" &
9" MAX. FROM HEAD
CORNERS, CLUSTER OF
[6] AT MTG. STILE ENDS
(SPACED AT 3" MAX.
O.C.) CENTERED TO MTG
STILE ENDS, BALANCE
AT 9" MAX. O.C.
I I
I
I
I
I
I -
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PULT
PASD
LOADS
u
CRS) INTO
M
(PSF)
(PSF)
POS ( +)
97.1
58.3
NEG ( -)
105.7
63.4
ENLARGED ELEVATION
SCALE
68" R.O. 2" 454" R.O.
1/2" = F -0"
6" = F -0"
0
w
X
w
@ EXIST. HSS BASE TUBE
SILL DETAIL
1/4" MAX. SHIM
1/4" DIA. TEKS OR SELF
DRILLING SCREWS (GRADE 5
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(Fy = 36 KSI MIN.), 4" MAX.
FROM JAMB CORNERS, BALANCE
AT 8" MAX. O.C.
D.L.O.
FRAME WIDTH
ROUGH OPENING
EXTERIOR
@ NEW HSS COL.
JAMB DETAIL
SCALE
SCALE
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0 ?
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c�
No
L.L
EXIST. HSS BEAM
(V.I.F.)
1/4" MAX. SHIM
1/4" DIA. TEKS OR
SELF DRILLING SCREWS
(GRADE 5 CRS) INTO
12 GA. MIN. METAL (FY
36 KSI MIN.),
CLUSTER OF [2] 4" &
9" MAX. FROM HEAD
CORNERS, CLUSTER OF
[6] AT MTG. STILE ENDS
(SPACED AT 3" MAX.
O.C.) CENTERED TO MTG
STILE ENDS, BALANCE
AT 9" MAX. O.C.
I I
I
I
I
I
I -
I
SCALE
6" = F -0"
3/8" MIN. GAP
(1 /2" MAX.)
D. L.O.
FRAME WIDTH
ROUGH OPENING
EXTERIOR
NEW COL. SEE
PLANS
c
L
LL
0�f n
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a
w
w
6" = 1' -0"
3/8" MIN. GAP
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M
M
r
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ROUGH OPENING_____
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3 @ EXIST. HSS COL.
JAMB DETAIL
SCALE
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SCREWS
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M
IF REQUIRED, USE HIGH STRENGTH
(Fy = 36
0
Z
OF [2] AT
4" & 7"
FROM JAMB
af
NON SHRINK GROUT f'c - 8 KSI
w
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SCREWS (GRADE 5 CRS) INTO 12
w
A
GA. MIN. METAL (FY = 36 KSI
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W
MIN.), CLUSTER OF [2] 4" & 9"
4 (V.I.F.)
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MAX. FROM HEAD CORNERS,
A
CLUSTER OF [6] AT MTG. STILE
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ENDS (SPACED AT 3" MAX. O.C.)
0
CENTERED TO MTG STILE ENDS,
�{
BALANCE AT 9" MAX. O.C.
@ EXIST. CONC. SLAB
THRESHOLD DETAIL
SCALE
6" = F -0"
3/8" MIN. GAP
(1 /2" MAX.)
D. L.O.
FRAME WIDTH
ROUGH OPENING
EXTERIOR
NEW COL. SEE
PLANS
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L
LL
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w
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6" = 1' -0"
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M
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FRAME WIDTH T
ROUGH OPENING_____
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U
BACKER ROD &
SEALANT
EXIST. HSS COL.
(V.I.F.)
6" = F-0';
#14 SMS OR SELF DRILLING
SCREWS (GRADE 5 CRS)
INTO 1/8" THK. MIN STEEL
(Fy = 36 KSI. MIN.),
CLUSTER OF [2] AT 4" &
7" FROM JAMB CORNERS,
BALANCE AT 22" MAX. O.C.
EXIST. HSS BEAM
(V.I.F.)
1 /4" MAX. SHIM
6" = l' -0"
1/4" MAX. SHIM
#14 SMS
OR SELF
DRILLING
SCREWS
(GRADE 5
CRS) INTO
M
MIN STEEL
(Fy = 36
0
Z
OF [2] AT
4" & 7"
FROM JAMB
af
w
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#14 SMS OR SELF DRILLING
SCREWS (GRADE 5 CRS)
INTO 1/8" THK. MIN STEEL
(Fy = 36 KSI. MIN.),
CLUSTER OF [2] AT 4" &
7" FROM JAMB CORNERS,
BALANCE AT 22" MAX. O.C.
EXIST. HSS BEAM
(V.I.F.)
1 /4" MAX. SHIM
6" = l' -0"
1/4" MAX. SHIM
#14 SMS
OR SELF
DRILLING
SCREWS
(GRADE 5
CRS) INTO
1/8" THK.
MIN STEEL
(Fy = 36
KSI. MIN.),
CLUSTER
OF [2] AT
4" & 7"
FROM JAMB
CORNERS,
BALANCE
AT 22" MAX.
O.C.
EXIST. HSS BASE
TUBE (V.I.F.)
EXIST. CONC.
SLAB (V.I.F.)
SCALE
6" = F -0"
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REVISIONS
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DATE
10 -29 -2014
SCALE
AS NOTED
DRAWN
JCC
CHECKED BY
PROJECT
14-021
DRAWING NO.
SD14- 021 -00
SHEET
100