BLD2018-1622+DEF_SUB_METIAL_STAIRS_ Structural_Plan+6.24.2021_11.55.33_AM+226775617'- 4"
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+22'-11 "
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LID
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drawings comply with
the intent of the
structural calculations
ro
L6
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PER G.I. PRE-APPRV'L 02-08-21 PROCEED
IL 102-08-21 w/ SHOPS
REV.# I DATE REVISION
WINTER SKY COMPANY
P 0 BOX 1234
STANWOOD, WA. 98292
CLIENT GOODMAN REAL ESTATE
PROJECT HWY. 99 EDMONDS 23400 HWY 99
EDMONDS, WA, 98026
TITLE STAIR - "A" STEEL PLCMNT. PLAN
DRAWN JDATE DWG.#
BY WSDI 02-01-21 1 J013#
I CTIECKT) JDATE I E-1 00 �A
BY JTS
BILL OF MATERIAL
Mk PC DESCIUPTION FT. IN. REMAFXS
10013, 4 3 -SP.@l'-2 O.C=3'-6 4
100A, 4 1/2 6 - SP. @ V-4 O.0 = 8'-0 41/2
(a)
(a) F.S.
Ti- - - - - - - - - - - - - - - - - -- - - - - - - Ti- -
r—L'3
V N�IL
�H L s
ONE - Mk 100A EMB. - L 6 x 4 x 3/8 x 8'-9
ONE - Mk 1 OOB - EMB. - L 6 x 4 x 3/8 x 4'-2
---------------------------------------------
2 1/2
----------------------------------------------
12- 8'-5 2
5-MklOOC,L. HEADER -
= --!- -1/2,-1/2
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C 8 x 11.5
(8'-9)
al
// (c) V,
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1 � 4 4 - SP. @ 2'-0 O.C. 8'-0 4
16 1
;�� -- - - - - - - - - - - - - - - - - - - - - -
--------------
ONE - Mk 100FI.. LDG'R - L 6 x 4 x 3/8 x 8'-8
5 75i8' 5;--� P.B.
(EMB. 3 3/4) N�A
> A
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x 8'-7 - — - — - — - — - — - — - — -- 4
04
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<
2 Mk 1 OOG -LDG'R - L 4 x 4-x 1/4 x 4'- 1
4 Mk 100H LDG'R - L 4 x 4 x 1/4 x 3'- 1 1/2
I ONE I 100A I I L 6x4x3/8 1 8 1 9 1
I I I I I I I
I ONE I 100B I I L 6x4x3/8 1 4 1 2 1
day"m
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F-q
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1 1 1 1 1
1 1 L 4x4x 1 A 1 3 11 1/21
40 1 11/2" EXPR 1 0 1 5 lw/N&W
I t I I I I
MAT'LSPEC's A36, A992
MAT'L DOMESTIC WELD ELECTRO I INSPECT'N
CERTS I CER-1 WABO� E70XX
HOLES PAINT 1-S/C PRIMER
FEV-# I DATE REVISION
WINTER SKY COMPANY
P 0 BOX 1234
STANWOOD, WA. 98292
CLIENT GOODMAN REAL ESTATE
PROJECT 23400 HWY 99
HWY. 99 EDMONDS EDMONDS, WA, 98026
TITLE STAIR - "A" STEEL LANDING ASS'Y
DRAWN DATE JOB4 DWG#
BY WSDI 02-01-21
STEEL PLCMNT. PLAN E-100 cHECK'D JITS DATE 1 00a
BY �L
0-1
C- 4 A 4 1A
Starnp signifies the
I
3wings comply with
� intent of the I.
uctural calculations
d)
SLAB
)GE
.OSURE
ga.
ONE - REQ'D Mk 1 OOK - DECK'G LAYOUT
41-1
C
a
ONE - REQ'D Mk 1 OON - DECK'G LAYOUT
1�
80
(d)
F-11
BILL OF MATERIAL
QTY Mk PC DESCRIPTION FT. IN. REMARKS
4'-1 1 L. 11
woo
ONE 100K 11/2" x,
a- x 10
TOT. d L 4x4xV
L) 4'-9 r S
TOT. f L1 1/2"
NAL
.20.21
ONE 1 OOM 1 1/2" x 1
x id
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CLOSUREJ
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(d) 2"
16ga. SLAB N.L.
CLS'R ANGLE
(f) 1 1/2" 4" SLAB
CLS'R
ANGLE ..... 1Z
C 8xl 1.5 ................... 7
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20 0+/
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ONE
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4
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L 4x4xl 6ga.
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0 +/-
GALV. SLAB
EDGE ANGLE
TOT.
f
L 1 1/2" CLS'R
10
0+/-
GALV. CLS'R ANGLE
40
MAT'LSPEC's A36, A992
MAT'L
CERTS
DOMESTIC
WELD
I CER-1 WABO�
ELECTRO
E70XX
INSPECT'N
HOLES
PAINT 1-S/C PRIMER
C 8xl 1.5 ' I
HEADER L DATE I REVISION
WINTER SKY COMPANY
SECTION - B P 0 BOX 1234
STANWOOD, WA. 98292
CLIENT GOODMAN REAL E STATE
PROJECT 23400 HWY 99
HWY. 99 EDMONDS EDMONDS, WA, 98026
TITLE STAIR - "A" STEEL LANDING ASS'Y
DRAWN DATE JOB# DWG#
BY WSDI 02-01-21
FSTEEL PLCIVINT. PLAN E-1 00 CHECKT) DATE 1 00b
BY JTS
(a)R
BILL OF MATERIAL
��DESCRIPTION=IN. REMARKS
00
pl-
U5
N,
118VI - (7)
PLC'S
.�P/i 118 �1- 8
I TYP.
111r,V
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3j /,� a
ONE REQ'D Mk 101A - LOWER STAIR ASSY
FLNG'S BOS. OF
(k) F.P. WEB
A- - - - - - - - - - -
1 11 11 IVIC 12x10.6
WEB
IVIC 12x10.6
Stamp signifies the
OPP. (S)
raw I ngs com ply wit FB 4 x 1/4
F.S.
Ue intent of the
structural calculatiorypG-LEG WELD DETAI
A:L�
SECTION - B
!�c
20.21
1 "
DIET. OF PC. (m)
-1 -
vo LO
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ONE
101A
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1/1
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4
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0
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1
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7
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1
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0
8
C.T.F.
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0
4
2
k101
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0
2
20
1
m
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3
101/4
BENT PL.
4
n101,B.PL14ga.x21
3/4
3
101/4
BENT PL.
1
p
PL1 4ga.x 14 7/8
3
0 1/41
1
2
s101
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0
1 10
1
MAT'LSPEC's A36, A992
MAT'L �DOMESTIC IWELD ELECTRO INSPEC�
CERTS YES CERTWABO� E70XX YES
HOLES PAINT 1-S/C PRIMER
w/ N&W
1, REV.# I DATE I REVISION
10 9/16 _15/16 WINTER SKY COMPANY
P 0 BOX 1234
11 7/8 CLIENT STANWOOD, WA. 98292
GOODMAN REAL ESTATE
PROJECT 23400 HWY 99
DIET. OF PC. (n) HWY. 99 EDMONDS EDMONDS, WA, 98026
TITLE STAIR - "A" STEEL STAIR ASS'Y
DRAWN DATE JOB# DWG4
BY WSDI 02-01-21
STEEL PLCMNT. PLAN E-100 CHECKT) DATE 10 1
BY JITS
ONE - REQD Mk 102A - STAIR ASSY
Stamp signifies the
drawings comply with
the intent of the
structural calculations
2
-0
LO
cc)
I-
00 00
109/16 .1 5/16
11 7/8
DET. OF PC. (k)
1
C
DET. OF PC. (h)
BILL OF MATERIAL
��DESCRIPTION FT. IN. REMARKS
ONE
102A
I
"STAIR"
I
1/1
aR/L
MC 12 x 10.6
6
69/113
1/1
bR/L
MC 12 x 10.6
4
07/8
1
c
FB 1 1/2 x 1/4
0
4
END PL. 10
1
d102
PL 1/4 x 5 1/2
0
7
END PL.
1
f102
FB2 x1/4
0
51/2
END PL.
2
9
L 3 x 3 x 1/4
4
5
1
h
B.PL14ga.x 16 114
3
101/4
BENT PL.
I
k 1 ng
Ft Pi 1 Ann Y 99 r, is
3
101/4
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1 f101 FB 2 x 1/4 0 4
4 al 01 FB 1 1/4 x 1/4 0 8 1 C.T.F.
MAT'LSPEC's A36, A992
MAT'L DOMESTIC WELD ELECTRO
CERTS I CER-1 WABO� E70XX
HOLES PAINT 1-S/C PRIMER
FEV-# I DATE I REVISION
WINTER SKY COMPANY
P 0 BOX 1234
STANWOOD, WA. 98292
CLIENT GOODMAN REAL ESTATE
PROJECT 23400 HWY 99
HWY. 99 EDMONDS EDMONDS, WA, 98026
TITLE STAIR - "A" STEEL STAIR ASS'Y
DRAWN DATE JOB# DWG#
BY WSDI 02-10-21
STEEL PLCMNT. PLAN E-100 I CHECK'D DATE 102
11BY JTS
(a)R
F-\L--w U IVIM IVO/-% — 0 1 /-%IF\ 1-%QQ I
Stamp si&fies the
draw�ngs comply with
the Intent of the
structural calculations
I
C
DET. OF PC. (d)
BILL OF MATERIAL
��DESCRIPTION FT. IN. REMARKS
ONE
103A
I
"STAIR"
I
1/1
aR/L
MC 12 x 10.6
11
21
1
bl 02
FB 1 1/2 x 1/4
0
97,
1
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0
97
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1
d103B.PL14qa.x
17 1/4
310
1
f
FB 1 1/2 x 1/4
0-6-1,
1
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1
—
1
aa x 92 5/8
3 IF
END PL. 10
BENT PL.
END PL.
END PL.
BENT PL.
C.T.F. 20
1 2 1 k1011 L 2 x 2 x 1/4 1 0 1 2 1 1
MAT'LSPEC's A36, A992
MAT'L DOMESTIC WELD ELECTRO
CERTS I CER-1 WABO� E70XX
HOLES PAINT 1-S/C PRIMER
FEV-# I DATE I REVISION
WINTER SKY COMPANY
P 0 BOX 1234
STANWOOD, WA. 98292
CLIENT GOODMAN REAL ESTATE
PROJECT 23400 HWY 99
HWY. 99 EDMONDS EDMONDS, WA, 98026
TITLE STAIR - "A" STEEL STAIR ASS'Y
DRAWN DATE JOB# DWG#
BY WSDI 02-10-21
FSTEEL PLCMNT. PLAN E-100 CHECK'D DATE 103 �Lj
11BY JTS
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CD
00
ro
C:)
C�
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C:)
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co (n)l 01
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(d) 103 SECTION A - A
(k)101 (g)l 01
F.S.
21/2
ONE - REQ'D Mk 104A - STAIR ASS'Y
\-- (k)l 0 1
Stamp signifies the
d raw [ ngs cc rn ply wit h
the intent of the
structural calculations
BILL OF MATERIAL
QTY
Mk
PC
DESCRIPTION
FT.
IN.
REMARKS
ONE
104A
"STAIR"
1/1
aR/L
MC 12 x 10.6
10
95/8
2
bl 04
FB 1 1/4 x 1/4
0
7
C.T.F.
bl 02
FQ 1 1/2 x 1/4
0
97/8
C.T.F. 10
cl 03
FB 2 x 1/4
0
97/8
END PL.
J103B.PL14ga.x
17 1/4
3
10 114
BENT PL.
1
d102
FB 2 x 1/4
0
7
END PL.
1
f101
FB2xl/4
0
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I
1
3
101/4
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8
C.T.F.
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0
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A
10011B.PL14aa.x2l
3/�
3
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r:11T r1l
MAT'LSPEC's A36, A992
MAT'L DOME��W�ELD ELECTRO
CERTS ICER'IWABOI E70XX
HOLES PAINT 1-S/C PRIMER
FEV-# I DATE I REVISION
WINTER SKY COMPANY
P 0 BOX 1234
STANWOOD, WA. 98292
CLIENT GOODMAN REAL ESTATE
PROJECT 23400 HWY 99
HWY. 99 EDMONDS EDMONDS, WA, 98026
TITLE STAI -"A" STEELSTAIRASS'
DRAWN DATE JOB# DWG#
BY WSDI 02-1111-2�
STEEL PLCMNT. PLAN E-100 I CHECK'D DATE 104 R
B
I Y JTS
(a)R 1/a
ONE - REQ'D Mk 105A - STAIR ASSY
Stamp signifies the
drawings comply with
the intent of the
structural calculations
I
C.0
BILL OF MATERIAL
Mk I PC I DESCRIPTION I FT. I IN. I REMARKS
0 M
ONE
1105A
I "STAIR"
I
1/1
aR/L
MC 12 x 10.6
10
9 3/16
1
b
FB 1 1/2 x 1/4
0
47/8
END PL.
1
c
FB2x1/4
0
47/8
END PL.
2
b1 04
FB 1 1/4 x 1/4
0
7
C.T.F
1
f
B.PL14ga.x 17 114
3
01/4
BENT PL.
1
d101
PL 1/4 x 4
0
7
END PL.
1
f101iFB2x1/4
0
4
END PL
MAT'LSPEC's A36, A992
MAT'L DOMESTIC WELD ELECTRO
CERTS I CERTWABO� E70XX
HOLES PAINT 1-S/C PRIMER
DATE
3 WINTER SKY COMPANY
P 0 BOX 1234
DET. OF PC. (f) STANWOOD, WA. 98292
CLIENT GOODMAN REAL ESTATE
PROJECT 23400 HWY 99
HWY. 99 EDMONDS EDMONDS, WA, 98026
TITLE STAIR - "A" STEEL STAIR ASS'Y
*SEE SHT. 101 FOR WELDS TYP. DRAWN DATE JOB4 DWG4
BY WSDI 02-11-21
STEEL PLCMNT. PLAN E-100 CHECKT) DATE 105
BY JITS
17'-6"
CC) f �&C.
JA
F.O.
CD ' CONCI
.,200D"
P.T. / CONIC.
LANDING UF WOOD I STAIIII
_FF_RNM'G
+22--1 1
FIN. FLR.
6
01
'DN
-.20013"
r
LCL'
—a
Cq
Q' "*OOH"
C
�61
'20OD"
-.20OG"
"203A"
STAIR
SLAB EDGE 2"
6-1 1/2
N.L. N.L—a2"
9 - TRUS @ 11 8'-3
— B.O. CHNNI
L 4'-1 1/2
LEVEL R1 STEEL STAIR PLCMNT. PLAN
F-1 1/2 9 TRUS @ 11" 8'-3 4'-1 1/2
/--!'200D"
10
SLAB ED U_ 9
F.D. 200
r'nKirl
P.T. / CONC.
LANDING
+1 V-5"
FIN. FLR.
60
A
A
IN i I ----------------
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6-1 1/2 9-TRUS @ 11" =8'-3 4'-1 1/2
LEVEL P2 STEEL STAIR PLCMNT. PLAN
'205A" LO
STAIR
!I 4�
5"V1 /2
"2 OH"
"202A"l Z?5
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7
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EDGE,,,,2
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0
CONIC. SLAB
AB
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ST R
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LANDING
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F FIN. FLR. 0
IN
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SIM
Sim
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"201A"
A 14
LO
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ST-9-1 00
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LEVEL P1 STEEL STAIR PLCMNT. PLAN
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Wm_
C1 3 IC14
R1 LVL PT /r'ONC LANDING
+22'-11"
.......................
00
8 L 6x4x3/8
(0
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4" SLAB w/ 1
C
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Y
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ANGLE
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x x
LEDGER
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6x4x3/8 - (.0
NON C USTIB E'
C 8x1 1.5 -
LEDGER
"20OF" (9
CONS CTION @ T PE IA—
HDR. ASSY
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(6
q,
4
P2 LVL.
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L 6x4x3/8
EMB.
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.6
TYPE'B'DECK
L0
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ANGLE
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L 4x4xl/4 -
LEDGER
"20OG"
L 6x4x3/8 - ! 1 22
LEDGER
C 8x1 1.5 -
"20OF" C,
HDR. ASSY
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a
5
U
Sim
P1 LVL.
P.T. CONC. LANDING
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co
L 6x4x3/8
EMB.
20OA"
7
7
00
A Stamp signifies the
drawings comply with
the �ntent of the
structural calculations
STAIR SECTION A - A
EF SHT. A312
DWG.#
E_2
BILL OF MATERIAL
Mk PC DESCIUPTION FT. IN. REMAFXS
20013, 3 15/16 3 - SP. @ V-3 3/8 O.0 T-10 1/8 315/1
200A, 3 3/4 6 - SP. @ V-4 O.0 8'-0 33/4
(a) (a)
F.S.
T1- - - - - - - - - - - - - - - - - -- - - - - - - T1- - -
r—L'3
V N�IL
>H L S
2 Mk 200A E M B. - L 6 x 4 x 3/8 x 8'-7 1/20
ONE - Mk 200B EMB. - L 6 x 4 x 3/8 x 4'-6 -
---------------------------------------------
2 1/2
----------------------------------------------
[2 8'-3 1/2 �2
1/4., 4 - SIP. @ 2'-0 O.C. = 8'-0
2
1 200A
I L 6x4x3/8
8
71/2
16
13
131/,4,
ONE
200B
L 6x4x3/8
4
6
18
a
3/4" W.H.S.
0
6
— - — - --- — - — - — --- T"
- -
I
2
200C+
—
C 8 x1 1.5
1 8
151/2
2 Mk 20OF I -LDG'R - L 6 x 4 x 3/8 x 8'-6 1 4 b PL1/2x8 0 8
(8'-7 1/2)
4 c FB 4 x 3/8 0 51/2
1 10, 15/8' 5" EXPR
(EMB. 3 3/4)
3 - 2 - SP. (cD V-4 1/8 O.C. = 2'-8 1/4 ..3
------ -----------------
2 - Mk 200C�- HEADER - C 8 x 11.5 x 8'-5 1/2 - — - — - — - — - — - — - — -- 4
1/2,-1/2 (8'-71/2) -1/2,-1/2
1 8-13/4"� 1 3/4" A-325
4 4 Mk 20OG �.LDGR - L 4 x 4 x 1/4 x T-2 1
130 8 -2, -4 3/8, -3/8 (4--1 1/2) -1/2,-4
x cli
6 2 5/8" 5" EXP.B.
11/2 1 1/2 4 4 (b) (EMB. 3 3/4)
Starnp sign�fies the
1 1/2
drawings comply with
Lo 2 1/2 , the Intent of the
(b) 1/4 114 04 9 structural calculations
16
16 /2' 5" EXP.B. 1/4
(EMB. 3 3/4")
4 - REQ'D Mk 200D BRACKET_
= Iff
1 2 1 20OF I I L 6x4x3/8 1 8 161/21 1
1 4 120OG I I L 4x4xl A 1 3 121/41 1
16 1 11/2" EXPR 1 0 1 5 lw/N&W
I t I I I I
MAT'LSPEC's A36, A992 ELECTRO
MAT'L DOMESTIC WELD —I INSPECT'N
CERTS I CER-1 WABO E70XX
HOLES PAINT 1-S/C PRIMER
FEV-# I DATE I REVISION
WINTER SKY COMPANY
P 0 BOX 1234
STANWOOD, WA. 98292
CLIENT GOODMAN REAL ESTATE
PROJECT 23400 HWY 99
HWY. 99 EDMONDS EDMONDS, WA, 98026
TITLE STAIR - "B" STEEL LANDING ASS'Y
DRAWN DATE JOB4 DWG#
BY WSDI 02-21-21
CHECK'D DATE 200a
BY JTS I �A
4'- 1 1/2
co
U
B A
Sim— —4-
C\1
(d)
60 4" SLAB
EDGE ANGLE
16ga.
-- — - — - — - — - —
2 REQ'D Mk 200H - DECK'G LAYOUT
4" SLAB (d)
16ga. SLAB N. L.
CLS'R ANGLE
................
.......... (f)l 1/2" L4"SLAB
CLS'R
ANGLE-
C 8x1 1.5 .... ..........
...........
7
1 1/2" HEADER
DECKING
SECTION - A
C 8xl 1.5
HEADER
SECTION - B
Stamp signifies the
drawings comply with
the �ntent of the
structural calculations
21
BILL OF MATERIAL
Mk PC DESCIUPTION FT. IN. REMAFXS
VERCO
2 12UUH I 1 1 112" x I bga. I I I I YFt -b- ULUK
x 103 1/2" 1 4 11 1/21 G-60
TOT. I I d I L 4x4xl6aa. 1 40 1 0 +/-1 GALV ri -'S;,"R1
MAT'LSPEC's A36, A992
MAT'L DOMESTIC WELD ELECTRO
CERTS I CER-1 WABO� E70XX
HOLES PAINT 1-S/C PRIMER
V. CLS'R
FEV-# I DATE I REVISION
WINTER SKY COMPANY
P 0 BOX 1234
STANWOOD, WA. 98292
CLIENT GOODMAN REAL ESTATE
PROJECT 23400 HWY 99
HWY. 99 EDMONDS EDMONDS, WA, 98026
TITLE STAIR - "B" STEEL LANDING ASS'Y
DRAWN DATE JOB4 DWG#
BY WSDI 02-21-21
STEEL PLCIVINT. PLAN E-200 CHECK'D JTS DATE 200b R
IBY �L I
C\1
2
C.0
(.0
U5
00
(a)R
"I" �1 11
(a)IR/L
1/8 V I - (7)
PLC'S
1181/1 -8
TYP. A A
(C)
A
(h)
OPP.
A T
�112ga
ONE - REQ'D Mk 201A - LOWER STAIR ASSY
BILL OF MATERIAL
Stamp signifies the QTY Mk PC DESCIUPTION FT. IN. REMAFXS
drawings comply with
ONE 201A "STAIR"
the intent of the
1/1 aIR/Lj IVIC 12 x 10.6 8 77/8
structural calculations 2 b FB 1 1/2 x 1/4 0 71/4 . C.T.F. END PL.
1 c FIB 2 x 1/4 0 57/16 ENDPL. 10
1 d20 11 PIL 1/4 x 5 7/16 0 71/8 END PL.
2 f L4x4xl/4 0 4
M21 (0 C-D
ID
co -0 :!:,
Lo LO
cl�
00 oD 00
6-)
109/16 Ill 5/16
11 7/8
2
q201
FIB 1 1/4 x 1/4
0
8
C.T.F.
1
h
B.PL14ga.x225/8
3
91/2
BENT PL.
1
k
B.PL14ga.x 8 1/2
3
91/2
BENT PL. 20
6
M
B.PL14qa.x2l 5/8
3
91/2
BENT PL.
(0
DIET. OF PC. (k)
(g)201 1
L:�
SECTION - B
w/ N&W
MAT'LSPEC's A36, A992
MAT'L �DOMESTIC IWELD ELECTRO INSPEC�
CERTS YES CERTWABO� E70XX YES
HOLES PAINT 1-S/C PRIMER
1, REV.# I DATE I REVISION
10 9/16 71 _15/16 WINTER SKY COMPANY
P 0 BOX 1234
11 7/8 CLIENT STANWOOD, WA. 98292
GOODMAN REAL ESTATE
PROJECT 23400 HWY 99
DIET. OF PC. (m) HWY. 99 EDMONDS EDMONDS, WA, 98026
TITLE STAIR - "B" STEEL STAIR ASS'Y
DRAWN DATE JOB4 DWG4
BY WSDI 02-21-21
STEEL PLCMNT. PLAN E-200 CHECKT) DATE 201
BY JITS
C,4
a
C?
00
U)
C:)
(a)R
(g)201
pq ,
118V 1 - 8
1-(7)
PLC'S
'(a)R/L
� (m)
OPP.
A
, (d)
�,' -'- (h)
(g)201
F.S.
ONE — REQ'D Mk 202A — STAIR ASS'Y
(C)
L.
SECTION - B
Stamp signifies the
0 drawings comply with
i the intent of the
0') structural calculations
2
r.0
V-
00 U')
to
2Q21 oo to 00
109/16 7-� _15/16
11 7/8
DET. OF PC.
BILL
OF MATERIAL
QTY
Mk
PC
DESCIUPTION
FT.
IN.
REMAFXS
ONE
202A
"STAIR"
111
aR/L
MC 12 x 10.6
11
2
1
b202
FB 2 x 1/4
0
97/8
END PL.
1
c202
FB 2 x 1/4
0
51/2
END PL. 10
1
d202
PL 1/4 x 5 1/2
0
71/81
END PL.
1
f202
FB 1 1/2 x 1/4
0
97/8
END PL.
2
L 2 x 2 x 1/4
0
2
—g2O2
1
h202B.PL14ga.x
17 114
3
91/2
BENT PL.
4
q201
FB 1 1/4 x 1/4
0
8
SEE SECT.-B 201 20
1
rn202B.PL14ga.x
22 5/q
3
9 1/2
BENT PL.
I
I
8
k202
B.PL14qa.x 21 3/4
3
91/21
—
BENT PL.
109/16 1 5/16
11 7/8
DET. OF PC. (k)
1
MAT'LSPEC's A36, A992
MAT'L DOMESTIC WELD ELECTRO
CERTS I CER-1 WABO� E70XX
HOLES PAINT 1-S/C PRIMER
FEV-# I DATE REVISION
�19/1 6 WINTER SKY COMPANY
P 0 BOX 1234
STANWOOD, WA. 98292
CLIENT GOODMAN REAL ESTATE
DET. OF PC. (h) PROJECT 23400 HWY 99
HWY. 99 EDMONDS EDMONDS, WA, 98026
TITLE STAIR - "B" STEEL STAIR ASS'Y
DRAWN DATE JOB# DWG4
BY WSDI 02-21-21
STEEL PLCMNT. PLAN E-200 CHECK'D DATE 202 �Lj
1BY JTS
(a)R
CN (g)201 (g)201
(b)202 F.S. F.S.
- - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
El I
I A FT(g)202
c"' c"' ----)4(k)202
(h)202--H
(c)202
W
I (m)202
OPP.
A (g)202
(b)
- - - - - - - - - - - - - - -
(f)202 (g)201 PLAN - (a)L (g)201
F.S. F.S.
1/4� 9 TRUS @ 0'-11 8'-3" 6"
00
(c)202
(g)201 202
CN
F.S.
LO
oA (m)20
@1 TYP.
/16
y
12
CNN
71/2
00 (k)202
3/16
00 V ................. TYP. 3/16
C�
1/8 1 -8
Stamp signifies the
(0
(b 02
C) LO PLC'S draw[ngs comply with
(a)R/L the �ntent of the
LO
CC)r-
izz
1,0 SECTION A - A structural calculations
(h)202
(g)202 (g)201
d�
F.S.
21/2, ONE - REQ'D Mk 203A STAIR ASS'Y
BILL OF MATERIAL
QTY
Mk
PC
DESCRIPTION
FT.
IN.
REMARKS
ONE
203A
"STAIR"
1/1
aR/L
MC 12 x 10.6
11
21/4
1
b202
FB 2 x 1/4
0
97/8
END PL.
1
c202
FB 2 x 1/4
0
51/2
END PL. 10
1
b
FB 1 1/2 x 1/4
0
51/2
END PL.
1
f202
FB 1 1/2 x 1/4
0
97/8
END PL.
1
2
;1202
L 2 x 2 x 1/4
0
2
1
12O2B.PL14ga.x
17 114
3
91/2
BENT PL.
4
q201
FB 1 1/4 x 1/4
0
8
SEE SECT.-B 201 20
1
C.T.F.
1
r�2021B.PL14aa.x
22 5/a
3
91/2
BENT PL.
.x
MAT'LSPEC's A36, A992
--- F—
MAT'L DOMESTIC WELD ELECTRO
CERTS I CER-1 WABO� E70XX
HOLES PAINT 1-S/C PRIMER
FEV-# I DATE I REVISION
WINTER SKY COMPANY
P 0 BOX 1234
STANWOOD, WA. 98292
CLIENT GOODMAN REAL ESTATE
PROJECT 23400 HWY 99
HWY. 99 EDMONDS EDMONDS, WA, 98026
TITLE STAIR - "B" STEEL STAIR ASS'Y
DRAWN DATE JOB# WG4
BY WSDI 02-21-21
STEEL PLCMNT. PLAN E-200 I CHECK'D DATE 203
BY JTS �LA
ONE - REQ'D Mk204A - STAIRASSY
Starnp sign�fies the
drawings comply with
the Intent of the
structural calculations
1
CC
BILL OF MATERIAL
Mk I PC I DESCRIPTION I FT. I IN. I REMARKS
ONE
1204A
1 "STAIR"
I
1/1
aR/L
MC12x10.6
10
815/16
1
b204
FB 2 x 1/4
0
47/8
END PL.
1
c2041
FB 2 x 1/4
0
4
END PL.
I
I
1
ld204
PL 1/4 x 4
1 0
171/81
END PL.
1
1
f2041
FB 1 1/2 x 1/4
0
4 7/81
END PL.
I
I
1
h204
B.PL1 4ga.x 10 3/4
3
91/2
BENT PL.
1
g204
FB 1 1/4 x 1/4
0
7+/-
END PL. C.T.F.
4
FB 1 1/4 x 1/4
0
8
SEE SECT.-B 201
_q201
1
1
1
1 C.T.F.
2
202
L 2 x 2 x 1/4
0
2
C
k202
B.PL1,4oa.x 21 3/4
3
19 1/21
BENT PL.
MAT'L
CERTS
A36, A992
DATE
WAB01 E70XX
1-S/C PRIMER
3 WINTER SKY COMPANY
P 0 BOX 1234
DET. OF PC. (h) STANWOOD, WA. 98292
CLIENT GOODMAN REAL ESTATE
PROJECT 23400 HWY 99
HWY. 99 EDMONDS EDMONDS, WA, 98026
TITLE STAIR - "B" STEEL STAIR ASS'Y
SEE SHT. 201 FOR WELDS TYP. DRAWN DATE JOB# DWG4
BY WSDI 02-22-2
STEEL PLCMNT. PLAN E-200 I CHECK'D JTS DATE 204
1BY
I
BILL OF MATERIAL
Mk PC DESCRIPTION FT. IN. REMARKS
CN (b)204 Z(g)201 (a)R, (g)201 (c)204
F.S. F.S.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
1A (g)202 A I (g)204
c'�' c�'
C?
:;I- �0 (h
0
(k)202
OPP.
(g)202 A T d)204
(f)204
'�\(g)2011
PLAN (a)L
(g
F.S.
F.S.
6
9
TRUS @ 0'-11 8'-3"
N L.
7 1/16
(0 11
—�2 [2�
1,2
V.
C,4
(g)201
F.S..
<1, 0
.. .................
12
7 1/2 ..................
C\j
co
r—
00
C\1
00
(k)202
...............
Q0
1/8 1
U)
�02
-8
CD
(b)2%04\
B
Sim.
. ...............
1/8 1 -(7)
PLC'S
C14
(a)R/L
00
cc;
co
---------
SECTION A -
A
(h)204
(g)201
F. S.
ONE -
REQ'Q Mk 205A
- STAIR ASST
—(g)204
F.S.
(c)204
Stamp signifies the
drawings comply with
the intent of the
structural calculations
ONE
205A
I
"STAIR"
I
1/1
aR/L
MC 12 x 10.6
10
9 3/16
1
b204
FB 2 x 1/4
0
47/8
END PL.
1
c204
FB 2 x 1/4
0
4
END PL. 10
1
d204
PL 1/4 x 4
0
71/8
END PL.
1
f204
FB 1 1/2 x 1/4
0
47/8
END PL.
1
h204B-PL14ga.x
10 3/4
391/21
BENT PL.
1
g204
FB 1 1/4 x 1/4
0
7+/-
END PL. C.T.F.
4
FB 1 1/4 x 1/4
0
8
SEE SECT.-B 201 20
_q201
1
1
C.T.F.
2
�2021
L 2 x 2 x 1/4
0
2
1
1
k202
IB.PL14aa.x 21 A
3
9 1/2
BENT PL.
MAT'LSPEC's A36, A992
MAT'L DOMESTIC WELD ELECTRO
CERTS I CERTWABO� E70XX
HOLES PAINT 1-S/C PRIMER
REV.# I DATE I REVISION
WINTER SKY COMPANY
P 0 BOX 1234
STANWOOD, WA. 98292
CLIENT GOODMAN REAL ESTATE
PROJECT 23400 HWY 99
HWY. 99 EDMONDS EDMONDS, WA, 98026
TITLE
STAI -"B" STEELSTAIRASS'
SEE SHT. 201 FOR WELDS TYP. DRAWN DATE JOB# WG#
BY WSDI 02-22-21
STEEL PLCMNT. PLAN E-200 I CHECKT) DATE 205
1BY JITS RECEIVED BY CKC
Jun 23. 2021