Plans (24) •
OFFICE COPYRECEIVED
JUN 1 1 2020
J1DVANCE
CITY OF TIGARD
.BUILDING DIVISION
Welding & Steel Inc.
257 Hwy 9514 v Grangeralle,ID 83530 ,
P.208 983,7608<"F 208 983 7621
Date: 4/24/2019
Page 1 of 2
Transmittal#: 16.2
Job#: TIG-814
Tigard High School Modernization
Customer PO#:Neil Bruegeman
Submittal #16.2 Stair 17 IFF
To: DSL Builders Attention: Jeff Goodrich
1380 Hines St SE
Salem, OR 97302 Sent Via: Email
We are sending you enclosed, the following:
Erection Drawings
Shop Drawings
Included are 1 set and 13 prints.
Drawing Number Revision Description Date Detailed/Revised
26001,26002 0 4/24/2019
26101 -26105 0 4/24/2019
26601 0 4/24/2019
26701 -26703 0 4/24/2019
26801 0 4/24/2019
E26001 0 4/24/2019
This material is being transmitted for the purposes listed below:
For Fabrication
For Field Use
Remarks: Spec Section: 05 51 00
ji
-
Welding S& Steel Inc, '71yy >7iIEa
,t a,rl .-cR�
257 Hwy 95 N 0 GrangewIIe,ID 83530 e
P.208.983.76080 F.208.983.7621
Date: 4/24/2019
Page 2 of 2
Transmittal#: 16.2
Job#: TIG-814
Tigard High School Modernization
Customer PO#:Neil Bruegeman
Submittal #16.2 Stair 17 IFF
If enclosures are not as noted,please notify at once.
Advanced Welding and Steel, Inc
Copy To:Mykaela McWilliams By:
Neil Bruegeman
®REVIEWED ❑MAKE CORRECTIONS NOTED
n REJECTED CI REVISE AND RESUBMIT
THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN
CONCEPT. CRITERIA, AND INFORMATION GIVEN IN THE CONSTRUCTION
DOCUMENTS. CORRECTIONS OR COMMENTS MADE ON THIS SUBMITTAL
DURING THIS REVIEW DO NOT RELEASE THE CONTRACTOR OR THEIR AGENTS
FROM COMPLIANCE WITH THE REQUIREMENTS OF THE DRAWINGS AND
SPECIFICATIONS. REVIEW OF A SPECIFIC ITEM SHALL NOT INCLUDE REVIEW OF
AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. THE CONTRACTOR AND
THEIR AGENTS ARE RESPONSIBLE FOR: DIMENSIONS TO BE CONFIRMED AND
CORRELATED AT THE JOBSITE; ADHERENCE TO APPLICABLE CODES AND
STANDARDS: INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION
PROCESSES OR TO THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND
PROCEDURES OF CONSTRUCTION;COORDINATING THE WORK WITH ALL OTHER
TRADES;AND PERFORMING ALL WORK IN A SAFE AND SATISFACTORY MANNER.
05/22/2020 DAA
DATE CATENA CONSULTING ENGINEERS BY
NI 11 d-I S TREADS,at n..-1 1
9'S 5'd'v _ Id .
INSIDE DE STRINGER f
h /�a
7 CJ
l' ,pl I
L.JJ _ C12X20.7 P �07 tt
' :ET2
' 26107 26102
1. ^r C12X20.7� C12X20.7 \ w
lea _ — — — X_tia .•
i o
(cno0s Homo
s s (NM 25105 r
C9X13.4 Q '' a
26001 - _ o I:
at
HS33X3X250 ill 26702 r26002 �c 0 -"'„" ""' """"
PL1Y2X2 HSS3X3X.250 0 gm \ e OS/T212020 DAq
M
,o v, fin q DATE C013.1HG rNreffis
ME j S p}��.. J -— -.. - DallaM sarred6C PE
/�I26104 (208'-0" cII\ DN.pus E- con— — — — --C12X20.7 I� 1--��\\ o.'Enwe Enaneen -CN-"ScottII Ir 2 HILT! KH EZ 'BENT \2 HILT! KH EZ 3¢ENT 1 HILT! KH EZ YaX31h
p 2 '4 MIN EMBEDMENT 2 3W MIN EMBEDMENT 3 V4 MIN EMBEDMENT Deco arzoa. -0TN'
_ 11 "
T F 26105 9 d EKED P0.0FF,B
n® -1 C9X734 ® a® 4,0*„„w„,„:„`,09
T e3857PE C
w
i
c `26801 'p A=A - OREGON^„
�`� PL,AX51*6 ® so 'F4eEn t`'P?
�U
NE .� —.— "� DTrRATTER°
P — .I—._-_-_.___._. I m cos
26101
—C12X20.7 I EXPIRES.12I312020
NE
5S3X3X.250 '-26001 Eclipse Engineering,P.C.,as the specialty
HSSSXSX250 engineer,certifies that the stairs of this
a•-I S TREADS®1r(.1
project are detailed as per AISC standards
O HANDRAIL Oh except as may be modified by the contract
e
he
arve 7-A. i xj documents only.We platforms shown oo thiseE sheetlOnly stairs
GRAVEL TO CHANNEL • 26702
P6702 and certify neither the completeness noronly.
S•Sh c,SS a adequacy of the design documents,nor take
ocoww« 2s responsible charge for any aspect of the
_ r '0l r47 structural design of this project,except as
noted above.
SEQ 26 STAIR 17 FRAMING PLAN �447. N.
�' T
26103 w
C12X207
07 7 J
26701 - O
C12X20.7Ise I p L — .,, - s
/
T.(1-26105
I.6. I DET.1 C9)(13.4
P SIM Jr
HANDRAIL STAIR C12X2o.7 12 — P i
For Approval Only I 03107/2019 RS
DET.1 — - a For FIe10 Use --SIM
__ _... _I DESCRIPTION DATE i BY
26601 (2084y)_--. ___I.—.—.--_._.
C12X20.7
DETAIL1 �1.HILTI KH EZ 5/pX3172
' 2-HILTI KH EZ 5/6X31/2 2-HILTI KH EZ`16X302 3 111 MIN EMBEDMENT
L
2�'¢MIN EMBEDMENT 236 MIN-EMBEDMENT
DETAI 2 I Welding&Steel Inc. 13).....Y.,CERTIFIED
257 Hwy 96 N.-Gnngevllle,ID 83530QFABRICATOR
,P11i208)983.7608 Fax(208)5OS-7521
PROJECT: TIGARD HIGH SCHOOL
PROJECT A: TIG-814
ADDRESS: 9000 SW DURHAM RD.
LOCATION: TIGARD.OR 97224
DRAWN BY: EH CHECK BY: RG REF DWG:
JOB COLOR: ORANGE AND YELLOW STATUS:
CUT BY: FOR CONSTRUCTION
LAYOUT BY: DRAWING NO.
FAB BY:
E26001
CHECKED BY:
TOTAL UNIT FIELD BOLTS LENGTH
MY °TY BILL OF MATERIAL
6 2 HILTI_KH_EZ 5/8X31/2 0'-3 1/2
Piece Minor Length Steel
Oty Mark Mark Description Ft-hr. Remarks Grade
HSS_POST
3 26001 11651X3X.250 2'-3 1/4" ANS
3 p26002 PL1/2X4 0'-9 1/2" xs
3 026006 P13/4X4 0'-10"
TOTAL WEIGHT: sa
-
I
2-41/2(HSS3X3X.250 x 2'-31/4)
2'-314 1/2
3/4// //
2- . 0
Al
26001
626006 11] 4—
2-1 sii0
d
4_ C-,
13_1 .26002 47.1/4 V
3 I2 r
B - B
A-A
A For Approval Only 03/07/2019 RS
0 For Fabrication 04/24/2019 RS
REV. DESCRIPTION DATE BY
DVANCEb:1" t 7y,
, u
Welding & Steel Inc, 1.(115CERTIFIEDt
<FABRICATOR
257 May 95 N.-Grarkswille,ID 83530
PH(208)983-7608 Fax(208)983-7621
HOLES: AS NOTED
BOLTS: AS NOTED
WELDS: E70XX
PRIMER:SWSSG PREP:SSPC-SP3
LOCATION/EXPOSURE:INTERIOR I NOT EXPOSED
PROJECT: TIGARD HIGH SCHOOL
PROJECT#: TIG-814
ADDRESS: 9000 SW DURHAM RD.
LOCATION: TIGARD,OR 97224
DRAWN BY: KB 'CHECK BY: RG IREF DWG:
JOB COLOR: ORANGE AND YELLOW STATUS:
GRID LOCATION ELEVATION E-REF 3 - HSS POSTS - 26001 CUT BY: FOR FABRICATION
N5-N6/NE 210-4" LAYOUT BY: DRAWING NO.
N5-N6/NE 210-4" FAB BY:
N5-N6/NE-ND 26001
CHECKED BY:
MODEL NAME: 3305_10allor PLOTTED: 09.32.53am
' TOTAL UNIT FIELD BOLTS LENGTH
QTM OTT' BILL OF MATERIAL
2 2 HILTI_KH_EZ 5/8X3"1/2 0'-3 1/2
Piece Minor Length Steel
Qty Mark Mark Description Ft-In. Remarks Grade
HSS POST
1 26002 HSS3X3X250 2'-3 1/4" Max
1 ,p26002 PL1I2X4 0'-91/2" ex
1 p26006 PL3I4X4 0'-10" .8
TOTAL WEIGHT: 33
2'-4112(HSS3X3X.250 x 2'-3114)
3/4 2'-31/4 1/2
A 26002 B 126002 c 1k Pr
.26006 1 MARK North '
ice,■ 1 I 2-1�is"0 Mil
A For Approval Only 03/07/2019 RS
0 For Fabrication 04/24/2019 RS
i.1/4 r 3 3 REV. DESCRIPTION DATE BY
31/2
A-A B B
Welding &Steel Inc. v 1 CERTIFIED
- ac FABRICATOR
257 Hwy 95 N.-Grangeville,ID 83530 aa. a,
PH(208)983-7608 Fax(208)983-7621 _
HOLES: AS NOTED t
BOLTS: AS NOTED
WELDS: E70XX
PRIMER:SWSSG PREP:SSPCSP3
LOCATION/EXPOSURE:INTERIOR I NOT EXPOSED
PROJECT: TIGARD HIGH SCHOOL
PROJECT#: TIG-814
ADDRESS: 9000 SW DURHAM RD.
LOCATION: TIGARD,OR 97224
DRAWN BY: KB ICHECK BY: RG IREF DWG:
JOB COLOR: ORANGE AND YELLOW STATUS:
ONE - HSS POST - 26002 CUT BY: FOR FABRICATION
LAYOUT BY: DRAWING NO.
GRID LOCATION ELEVATION E-REF FAB BY:
N5-N6/NE-ND 2 0-4•• CHECKED BY: 26002
MODEL NAME: 3305J4asler PLOTTED: 09:32:50am
TOTAL UNIT FIELD BOLTS LENGTH
QTY QTY BILL OF MATERIAL
6 6 BOLT 7/8"DIA A325 2" 0'-2"
Piece Minor Length Steel
Qly Mark Mark Description FL-In. l Remarks Grade
CHANNEL
1 26101 C12X20.7 S-1 VT na"
1 a26001 L3X30114 4'-6 1/2" nu
TOTAL WEIGHT: 128
RD
3/2
1
NO PAINT THIS FACE
(a26001 )
-48
3/16 3"an-12
3'161/ 3"@12
C12X20.7 x 5'-11l2
RD
11/2 5'-0
/—'
MK 26101 N
•
co
M M
13-15/16"0
-15116'0
A For Approval Only 03/07/2019 RS
0 For Fabrication 04/24/2019 RS
REV. DESCRIPTION DATE BY
DVANcED. 4 ,
Welding& Steel Inc, 1.,CERTIFIED
r�
257 Hwy 95 NOrangeville,ID 83530 "� �`FABRICA ®R
PH(208)981-7608 Fax(208)983-7621
HOLES: AS NOTED
BOLTS: AS NOTED
WELDS: E70XX
PRIMER:SWSSG PREP:SSPCSP3
LOCATION/EXPOSURE:
• PROJECT: TIGARD HIGH SCHOOL
PROJECT#: TIG-814
ADDRESS: 9000 SW DURHAM RD.
LOCATION: TIGARD,OR 97224
DRAWN BY: KB 'CHECK BY: RG IREF DWG:
JOB COLOR: ORANGE AND YELLOW STATUS:
ONE - CHANNEL - 26101 CUT BY: FOR FABRICATION
LAYOUT BY: DRAWING NO.
GRID LOCATION ELEVATION E-REF FAB BY:
N5-N6/NE 211'-4"1/2 CHECKED BY: 26101
-
MODEL NAME, 3305 Mnler PLOTTED: 09:32:56am
TOTAL UNIT FIELD BOLTS LENGTH
QTM QTY BILL OF MATERIAL
3 3 BOLT 7/8"DIA A325 2" 0'-2"
2 2 BOLT 7/8•'D IA A325 2"1/2 0'-2 1/2 Piece Minor Length Steel
- ---- --- Qty Mark Mark Description Ft:In. Remarks Grade
CHANNEL
1 26102 012X20.7 4'-63/16" Aa
1 a26002 13X3X1/4 1'-9 13/16" Ass
1 a26003 L3X3X1/4 1'-79/16" Am
1 926007 PL3I8431R 0'-6" 355
RD NO PAINT THIS FACE P26037 Pwrex31n o-9 x
E TOTAL WEIGHT: 116
3 2-2t5/16 NO PAINT THIS FACE
1'-113/4 4'-3112
.26007 .26031 I{
a26003 a26002
ill Zti.. I
IV�
, \ 3"/P12 3/ ,► 3". 12
16 IF 3"@12 3116 I 3"@12
C12X20.7 x 4'-63'16
/ /
/ /11h
B 2
.26007 26102 ' CA 3- `5/16"0
s. N
Mj �. N \ ,�
ss
N. .
2-15'16"0 3- 16"0 A For Approval Only 03/07/2019 RS
4p I 2-15,16"0 o 5/ .b. 0 For Fabrication 04/24/2019 RS
41._^'I .26031 5/15, REV. DESCRIPTION DATE BY
RD2 6/16 3'-103'16 i 3 i B B
A-A —
Welding &Steel Inc. 0115 _CERTIFIED
.4 a FABRICAT{ R
257 Hrvy 95 N.-GrangeNlle,ID 83530
PH(20B)983-7608 Faa(208)983-7621 ' '
HOLES: AS NOTED
BOLTS: AS NOTED
WELDS: E70XX
PRIMER:SWSSG PREP:SSPC-SP3
LOCATION/EXPOSURE:
PROJECT: TIGARD HIGH SCHOOL
PROJECT#: TIG-814
ADDRESS: 9000 SW DURHAM RD.
LOCATION: TIGARD,OR 97224
DRAWN BY: KB ICHECK BY: RG IREF DWG:
JOB COLOR: ORANGE AND YELLOW STATUS:
ONE - CHANNEL - 26102 CUT BY: FOR FABRICATION
LAYOUT BY: DRAWING NO.
GRID LOCATION ELEVATION E-REF FAB BY:
N5-N6/NE-ND 211'-4"1/2 CHECKED BY: 26102
MODEL NAME: 3305-Mas* PLOTTED: 09:32:58am
• TOTAL UNIT FIELD BOLTS LENGTH
°TY °TY BILL OF MATERIAL
3 3 BOLT 7/8"DIA A325 2"
2 2 BOLT 7/8"DIA A325 2"1/2 0'-2 1/2 Piece Minor Length Steel
Oty Mark Mark Description Ft.-In. Remarks Grade
CHANNEL
1 26103 C12X20.7 4'-6 3/16" nc
1 026002 L3X3X1P1 1'-913/16" Ma
1 526003 L3X3X1/4 1'-7 9/16" Am
1,, 1 p26007 PL318X3112 0'-6' Ate
51/2 2'-711/16 1 p26031 PL31833112 0'-9' ma
TOTAL WEIGHT. 116
RD
r5/16 NO PAINT THIS FACE 2 61/16 NO PAINT THIS FACE
•• •26031 ' a26007
1 a26002 I a26003
I�a AI&_ II
3/,► 3"a12 3/ ,bk. 3"a12
3/16 I 3"@ 12 3/16 r 3"@ 12
C12X20.7 x 4'-63116
/
4`-411/16
/NO PAINT TOP FLG
• 026 110 - "I a26007
N
iii 11
- - flu •
2-:w50
\—I3-15116"0
RD 2-1�16"O B A For Approval Only 03/07/2019 RS
5 3 2 5116/ 0 For Fabrication 04/24/2019 RS
p BBB REV. DESCRIPTION DATE BY
.41011
/1J�1 2
•26031 DV CG • . •
i''LCERTIfIED
r
Welding �t�Jtee. 1 15yFFABRICATOR
257Hy95N.-Grangeville,ID83530 JJJ 4.PH(208)983-7608 Fax(208)983-7621 3eac%'
HOLES: AS NOTED
BOLTS: AS NOTED
WELDS: E70XX
3 15j .13 PRIMER:SWSSG PREP:SSPC-SP3
51 ', LOCATION/EXPOSURE:
16r
A A PROJECT: TIGARD HIGH SCHOOL
• PROJECT#: TIG-814
ADDRESS: 9000 SW DURHAM RD,
LOCATION: TIGARD,OR 97224
DRAWN BY: KB ICHECK BY: RG IREF DWG:
JOB COLOR: ORANGE AND YELLOW STATUS:
ONE - CHANNEL - 26103 CUT BY: FOR FABRICATION
LAYOUT BY: DRAWING NO.
• GRID LOCATION ELEVATION E-REF FAB BY:
N5-N6/NE-ND 211'-4"1/2 CHECKED BY: 26103
MODEL NAME 3305_Master PLOTTED: 09.31:01 am
TOTAL UNIT FIELD BOLTS LENGTH
°N °T1' BILL OF MATERIAL
4 4 BOLT 7/8"D IA A325 2"1/2 0'-2 1/2
Piece Minor Length Steel
Oly Mark Mark Description Ft.-In. Remarks Grade
CHANNEL
1 26104 C12X20.7 5'-9 5/16" aas
1 a26001 L3X3X1/4 4'-6 1/T Aw
2 p26012 PL114X3 0'-3" ras
2 p26031 PL3/5X310 0'-9" "i
RD 713/16 TOTAL WEIGHT: 150
/
/3/e 5-6
NO PAINT THIS FACE �g
( p26031 ( p26031
(a26001 )
® 2
1 1 126031
�\ I 1_
3/16 3"(rD ,AN12
2 SIDES 3/16V ,226012� j (I_ l3@1214SIDES 5'-65'162-1 /6 / 'V
3-15/ ,"0
5/ . \
C12X20.7 x 5'-9`5'16 5/16 V
A-A
2'-11/16 3'-51/2 23/4
i i i
• --
/ I NC PAINT TOP FLG 6 NO PAINT TOP FLG
26104 p26012) ( p26012 ) 2
<NI
ry 126012 3-15/ ."0
r2 SIDES3/16A For Approval Only 031072019 RS
i .. 0 ForFabdcation 04/24/2019 RS
R\\ 031 REV. DESCRIPTION DATE BY
2-15/16"0 `I2-15/16"01
RD �R+�' r
i 1 B=B EN . ,1 'work
A Welding&Steel Inc, $ CERTIFIED
257 H 95N.-Gran villaI083530 [rtpt�yt� Y�CFABRIC/1.TC}R'
wy 9a I J
PH(208)983-7608 Fax(208)9837621
HOLES: AS NOTED
BOLTS: AS NOTED
WELDS: E70XX
PRIMER:SWSSG PREP:SSPC-SP3
LOCATION/EXPOSURE:
PROJECT: TIGARD HIGH SCHOOL
PROJECT#: TIG-814
ADDRESS: 9000 SW DURHAM RD,
LOCATION: TIGARD,OR 97224
DRAWN BY: KB ICHECK BY: RG IREF DWG:
JOB COLOR: ORANGE AND YELLOW STATUS:
ONE - CHANNEL - 26104 CUT BY: FOR FABRICATION
LAYOUT BY: DRAWING NO.
GRID LOCATION ELEVATION E-REF
FAB BY:
N5-N6/NE-ND 211'-4"1/2 CHECKED BY: 261 04
MODEL NAME: 3305_41Esbr PLOTTED: 09.33:035m
TOTAL UNIT FIELD BOLTS LENGTH
QTM QTM •
BILL OF MATERIAL
4 4 BOLT 7/8"DIA A325 2"
_Piece Minor Length Steel
Qly Mark _ Mark Description Ft.-In. Remarks Grade
CHANNEL
1 26105 C9XI3.4 5'-1 1/2" A:f
TOTAL WEIGHT: 69
I MK t
z) C9X13.4 x
RD
NO PAINT TOP FLG 5-0
MK 26105
c-� m
c+) t7
2 15/16"0 2-1 5/16"G
A For Approval Only 03/07/2019 RS
0 For Fabrication 04/24/2019 RS
REV. DESCRIPTION DATE BY
Welding FAgRITOR& Steel Inc, a 7CEFRCATOR
z1
257 Hwy 95 N.-Grangeville,ID 83530
PH(208)983-7608 Fax(208)983-7621 'ewe
HOLES: AS NOTED
BOLTS: AS NOTED
WELDS: E70XX
PRIMER:SWSSG PREP:SSPC-SP3
LOCATION/EXPOSURE:
PROJECT: TIGARD HIGH SCHOOL
PROJECT#: TIG-814
ADDRESS: 9000 SW DURHAM RD.
LOCATION: TIGARD,OR 97224
DRAWN BY: KB (CHECK BY: RG IREF DWG:
JOB COLOR: ORANGE AND YELLOW STATUS:
ONE - CHANNEL - 26105 CUT BY: FOR FABRICATION
LAYOUT BY: DRAWING NO.
GRID LOCATION ELEVATION E-REF FAB BY:
N5-N6/NE 211'-2"3/S CHECKED BY: 26105
MODEL NAME: 3305 Minter PLOTTED: 0933U0em
' • N FIELD Dom IENG
'µ 2 NLT`a"EZya"'I" °'" BILL OF MATERIAL
Piece Minor Length Steef
OW Mark Mark Description Ft-In. Remarks Grade
�a DICR7 f ,P2wo9� STAIR
CEEB
_� I� 1 26601 L3X3X114 6'91/4" AM
2 a28004 pX3X1H .36
�r��� II 00 4 N pM 1 m28003 c12225.1 E9 1/4" „e
® �1� I I V 1I 2 .„p26008 PL114X3 0'3 1/16"
yy� IIP 2 926909 PL116X21H 0'J" NB
iALKWELD I III AX
` 2 p26011 PL116X3 0'-55/8"
I I I I " �'r- 1_ 2 p26023 PLIIBX31/4 0'-5- ue
I II II 1 1 p26026 PL12WXi 3'-5" u°
I _ 1 P26027 PL12Ga31 T/8 3'-5"
II II ® p26028 PU2PSX22d14 us
17 sB e ® I ® ea I I a 1'� " 4N
• II I I I I ill I �' J / 1 p26029 PL12 61334 3'-5^ aw
68 1�J :IS
TOTAL WEIGHT: 479
I II 10 I
' 80 P
I II I
1 I I 1 Il DETAIL I
pWU
iALKWELn 1 I
CKIMP NM RI I
VEMall
��M I®
5.11191.
IIi 73% SS 2
93f STREAM a I1.6.7
6AM I F T?
W J
-E'a'W-11 i.N.
fi011 g�w m pi
m A L1 _..
6" bias
� 11111'��
S��' ' ,��d s 11II
'O.% 01.
001,...,:lr7
Vg2 SIDES NI,
VV,..
'g
• A� 3 J GJl
N i - - -' .ipi
.t.
MR
1
A For Approval Only 03/07/2019 RS
U For Fabricalion 04/24/2019 RS
Nu _ REV, DESCRIPTION DATE BY
DET.1
-N604B� lYP
ADVANCED tl02
fir
2 A956 TlF � �_�_ `G JaDE".� Welding&Steel Inc. ���(� ��FA RICATOR
8a„ V Q FABRICATOR
257 Hwy 95 N.-Drama:MI°ID 83530 J
p-pya PH(208)983-7608 Fax(208)983-7621 x nwee#•" 3
.3N+ HOLES: AS NOTED
�. ,c,
BOLTS: AS NOTED
WELDS: E70XX
13i PRIMER:SWSSG PREP:SSPC-SP3
cur
TIFIED
LOCATION/EXPOSURE:
PROJECT: TIGARD HIGH SCHOOL
PROJECT#: TIG-814
ADDRESS: 9000 SW DURHAM RD.
LOCATION: 11GARD.OR 97229
DRAWN BY: KB CHECK BY: RG IREF DWG:
JOB COLOR: ORANGE AND YELLOW STATUS:
CUT BY: FOR FABRICATION
ONE — STAIR—26601 LAYOUT BY: DRAWING NO.
FAB BY: 26601
N
GRID LOCATION ELEVATION. E-REF CHECKED BY:
SN6/NE-MINE -6"3/0
. ' I an I v I P@LD1Clra 1 IrV_T.
BILL OF MATERIAL
Piece Minor Length Steel
City Mark Mark Description Ft-In. Remarks Grade
HANDRAIL
1 26701 PIPE1-11460440 6'-6 1/2" rs1
3 m26007 601 0'-211/16" Am
1 m26011 PIPE1-11430H40 1'-11/16" se
1 m26012 PIPE1.1146CH40 0'-2 15/16" As,
1 m26013 PIPE1-I$SCH40 0'-2 15/16" rs1
2 p26025 PL1/6X11N 0.1 1/2" m
TOTAL WEIGHT: 20
5528012)
\-`y'I Cm25013
EN
W0' z rherdl 12-11e.m1 p1Mw0)
6E26�1 I c.A m
661PIPE1-V15CXWX RA)
Si I'6
6 6
�■ 21,
/ B.
AA=A
I1 /
/
/Ili cyl-- '
CMono
A For Approval Only 03/07/2019 RS
0 For Fabrication 04/242019 RS
REV. DESCRIPTION DATE BY
DVANC :. a.,04. 1
Welding ck Steel Inc. (id
ID � CERTIFIED
257 Hwy as rv.-Gran9ev41e,1052520 ,QFABRICATOR
NOTE: PH(208)989-7608 Far(208)983-76211a+.Y I
HANDRAIL TO BE ALL WELDED CONSTRUCTION HOLES: AS NOTED
REMOVE ALL BURRS, SHARP EDGES,AND LEAVE BOLTS: AS NOTED
SMOOTH TO THE TOUCH WELDS: E7OXX
PRIMER:SWSSG PREP:SSPC-SP3
LOCATION/EXPOSURE:
PROJECT: TIGARD HIGH SCHOOL
PROJECT N: TIG-814
ADDRESS: 9000 SW DURHAM RD.
LOCATION: TIGARD,OR 97224
DRAWN BY: KB CHECK BY: RG REF DWG:
JOB COLOR: ORANGE AND YELLOW STATUS:
CUT BY: FOR FABRICATION
ONE- HANDRAIL -26701 LAYOUT BY: DRAWING NO.
FAB BY:
GRID LOCATION ELEVATION
ON E REF
26701
Ns-NBINE-ND 14-5-5n6 CHECKED BY:
II I Fn8 .n I
BILL OF MATERIAL
Piece Minor Length Steel
Oty Mark Mark Description Ft:ln. Remarks Grade
HANDRAIL
1 26702 11.11202 6-25/16" -An
4 m26010 H331-112(1-IRX114 3'-4 1/2" u666
12 p26010 PLII4X2 0'-3" AN
4 p26018 PL98%5(8 1'-0 9/16' Aw
6 p26019 P1.52%90 2'-11 1/2" Am
40e 10 p26020 PL518J`LX8 2'-10 1/4" Az
A 2 p26022 PGISXOM 1' 3l4" Se
TOTAL WEIGHT: 157
H
L
l e
4'4I/I IPflX2 0.20101
•
1,8µ 1 4'4V1e 1
23116 S3VI6
1 1'4,4 I
25,4 1'-0% 26) 224 4eR1e 41i'I6 5 404', 411e 20 2% 1,9550
234
456 Ii.iiI
4g1M16 41X10
1M r'
ir...1 . 6, �m22 II_! _ 1II DET.1 6F I1!��®_
OHIHOJIl1I
110111
°2sma
clan �� s wBo
°Cn1Dsi1lli :I aiA For prov Only
03/07/2019 RS
Crlio °ciHo 'sxmz� e>t� cep , 6A6 0 IN I :f 0 For Fabrication 24)2019 RS
8010
6r E.Ae° . cmn Clio REV. DESCRIPTION DATE BY
AA-A
DETAIL 1
DVAN`W ar44r:..s. J
Welding &Steel Inc. (915C
¢ABRTD
257 Hwy 95 N-Gmngeville,ID83530 FABRICATOR
NOTE. PH(208)983-7608 Fax(208)983-7621 S.a
HANDRAIL TO BE ALL WELDED CONSTRUCTION HOLES: AS NOTED
REMOVE ALL BURRS, SHARP EDGES,AND LEAVE BOLTS: AS NOTED
SMOOTH TO THE TOUCH WELDS: E70XX
PRIMER:SWSSG PREP:SSPC-SP3
LOCATION/EXPOSURE:
PROJECT: TIGARD HIGH SCHOOL I
PROJECT S: TIG-814
ADDRESS: 9000 SW DURHAM RD.
LOCATION: TIGARD,OR 97224
DRAWN BY: KB CHECK BY: RG REF DWG:
JOB COLOR: ORANGE AND YELLOW STATUS:
CUT BY: FOR FABRICATION
ONE- HANDRAIL-26702 LAYOUT BY: DRAWING NO.
FAB BY:
GRID r4sNe:mfi-nom ecev 9LOCATIOn 26702
4o2 a-.ems CHECKED BY:
•
• ' I Iry I ary I HELD BCl17 I LENGTH
BILL OF MATERIAL
Piece Minor Length Steel
(aI
\ II A Oty Mark Mark Description Ft:In. Remarks Grade
m -- HANDRAIL
❑- pTr I1 _� I iI TT Zi IJ _ L_� — y
E IJ — -- - 1 26703 PLIl2X2 6'-5 3/16" ue
_ - t 26OTO I4 V 2 m26008 HSS1412X1-II2X1/1 3'-2 1/4" rem
1 1026009 HSS1-112X1-IRX111 3'-2" rum
"al
IEa IA IINIK1 .0 r 1 m28014 PIPELIN3LHW 6,612" w
1 m26015 PIPE1-IbHSCH40 0'A" w
1 m26016 PIPE1.1/SSCH40 0'-7 15/16" re
1 m26017 PIPE1-I/SC1140 0'-1 15/16" w
0'-0,Y0(PLlV00 x 65410
1 m26018 PIPE1-I/e5CH40 0-21/7
2 i-HpMHe y@ 3 m26020 R83/0 0'-3 1/2" w
1% 63''he
- - — 1 p26003 PL1/2)(2 3'-1 3/16" ue
I 0% 2's$e 2-IDHhe Ilk 1 p26004 PL1/2X2 0•-45R" w
'4 TaH>Ae si 2aBje Si a p26010 PL1/4X2 0'-3" xo
3 p26013 PL58X68 2,99/16" w
B®6 Oa aW Yy s®a a'y 3 p26014 PL518X06 7-77/1W w
12 p26015 PL6I6X56 2'-638" em
4r 1 p26016 PI S/BX518 0'-2 3/4" ue
z 1 p26017 PLUMB 2'-6 11/16" me
1 p26021 PL5RX5i8 2'-.4" .
.2704 I ♦±e i ue
p28@6 PLII8%110 0'-1 1/2"
ttP r a .;r_ 1 p26030 PLIIBXI IR O'-112" xm
e
O TOTAL WEIGHT: 163
VV
_ m9
S
2m16
mid
4111P4S011
" p➢,p
N
N I; r. , e I
w1piC
\•a. \ l'6 4
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g 1 ^ DETAIL 1
^ 1 E'
3
e
` \ S
S
DET.1 w =��"0 =
w6017 II ..
z'4 sMe ` •• 111,
NOD N; F
S �'
ETA
Qi'J e I .-, •&n• v .'.III x(i
P1G 11. e® > ee 1: fro
() mzeom A For Approval Only 03/07/2019 RS
m I pn J
• I.,'r, ^; ePilly
i l 0 For Fabrication 04/24/2019 RS
o 2• u - y REV. ACRTION
IP DATE 8Y
irr
�12
F.•mI Cweoal)
_I / DVANCE �,O'"G I
TMP>>het, \ Welding&Steel Inc. tgt1)^CERTIFIED
1 B,pEBryp - ,, 257 Hwy 95 N.-GrareevIlle.to 83530 J FABRICATOR
41e 11 PH(208)983-7608 Fax(208)983-7621 4gye N6'
',E 5 s1 ® HOLES: AS NOTED
A
BOLTS: AS NOTED
WELDS: E70XX
B=B PRIMER:SWSSG PREP:SSPC-SP3
LOCATION/EXPOSURE:
NOTE: PROJECT: TIGARD HIGH SCHOOL
HANDRAIL TO BE ALL WELDED CONSTRUCTION PROJECT#: TIG-814
REMOVE ALL BURRS, SHARP EDGES,AND LEAVE ADDRESS: 9000 SW DURHAM RD.
SMOOTH TO THE TOUCH LOCATION: TIGARD,OR 97224
DRAWN BY: KB CHECK BY: RG REF DWG:
JOB COLOR: ORANGE AND YELLOW STATUS:
CUT BY: FOR FABRICATION
ONE -HANDRAIL -26703 LAYOUT BY: DRAWING NO.
FAB BY:
GRID LOCATION ELEVATION E 406E
6/NE-ND q.9"1/3 26703
NO-N
CHECKED BY:
• TOTAL UNIT FIELD BOLTS LENGTH
QT`' Qn BILL OF MATERIAL
Piece Minor Length Steel
Qty Mark Mark Description Ft.-In. Remarks Grade
PLATE
1 26801 PL1I8X51 3116 5'-T ex
TOTAL WEIGHT: 110
5'-2
3'-5 1-9
( 26801 )
rn
MK
A For Approval Only 03/07/2019 RS
0 For Fabrication 04/24/2019 RS
REV. DESCRIPTION DATE BY
Welding & Steel Inc.
5��� CERTIIE
FABRICATOR
257 Hwy 95 N.-Grangevllle,10 83530
PH(208)983-7608 Fax(208)983-7621
HOLES: AS NOTED
BOLTS: AS NOTED
WELDS: E70XX
PRIMER:SWSSG PREP:SSPCSP3
LOCATION/EXPOSURE:
PROJECT: TIGARD HIGH SCHOOL
PROJECT#: TIG-814
ADDRESS: 9000 SW DURHAM RD.
LOCATION: TIGARD,OR 97224
DRAWN BY: KB ICHECK BY: RG IREF DWG:
JOB COLOR: ORANGE AND YELLOW STATUS:
ONE - PLATE - 26801 CUT BY: FOR FABRICATION
LAYOUT BY: DRAWING NO.
GRID LOCATION ELEVATION E-REF
FAB BY:
NS-N6/NE-ND 211'-2"1/2 26801
CHECKED BY:
MODEL NAME: 3305 Msler PLOTTED: 09:3305em