Plans (27) 'g'P2ote- W\ 4c r w puz 67=1.
AOFFICE COPY
/IDVAN+C C) RECEIVED
Welding SE Steel Inc. �uN 112020
LIIIPs- CFRTirI
257 Hwy 95 N 0 Grangevelle,ID 83530 - OF TIGARD
P.208,983.7608 o F:208 983.762 t BUILDING DIVISION
Date: 11/7/2018
Page 1 of 2
Transmittal#: 6.3
Job#: TIG-814
Tigard High School Modernization
Customer PO#:Neil Bruegeman
Submittal#6.3 N1 Stair 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 17 prints.
Drawing Number Revision Description Date Detailed/Revised
6001 -6004 0 11/7/2018
6101,6102 0 11/7/2018
6601,6602 0 11/7/2018
6703,6704 0 11/7/2018
6706-6708 0 11/7/2018
6802-6804 0 11/7/2018
E6001 0 11/7/2018
This material is being transmitted for the purpose listed below:
For Fabrication
Delaying the return of approved submittals will delay the delivery of materials.
Remarks: Spec Section: 05 51 13
Welding ISc Steel Inc.
257 Hwy 95 N 0 Grangevdie,ID 63530 „M
P.206.983.7608 0 F 208 983-7621
Date: 11/7/2018
Page 2 of 2
Transmittal#: 6.3
Job#: TIG-814
Tigard High School Modernization
Customer PO#: Neil Bruegeman
Submittal #6.3 NI Stair IFF
If enclosures are not as noted,please notify at once.
Advanced Welding and Steel,Inc
Copy To: Ellissa Crowl By:
Neil Bruegeman
®REVIEWED ❑MAKE CORRECTIONS NOTED
n REJECTED n 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
' ( N10 ) ( N11
IYL
10 17i 10 ( NB )
eszy z.106 4#T-„% s.up a% ( NB )y i.102
13 RISERS g11'=it'4
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(206( ) — (208'0•) _ —
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. .-1 6102 , CA.
C15X33.9 -6004 -- I
6101 ;g?
6001 H0S4X4X.250 4 6802 m
HSS4X4X250 '„, 1 j clzxz0.7 ^
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I moo' - 6102 r Ptii PVIq%2
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(194'-0^)-- --. ^ — — — — — (194'm —.. _ _ _ma { - 4 A 1-7,hO WEDGE ANC 3I4X5V2 - - - -- - _ --.—.--- '--_
I 5Ile EMBEDMENT �1.7/4E WEDGE ANC'la%51h
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SEQ 6 STAIR 1 Eclipse Engineering,P.C.,as the specially s I�IIIII I IIII I I II I II II I I I II
engineer,certifies that the stairs of this sI
fi101 project are detailed as per AISC standards 6jM v
C12x20.7� except as may be modified by the contract 47
documents only.We have designed the bilk -_- C ____________ I `� S.
6802 and platforms shown on this E sheet o� y. �t — �O —-— �' I��r_ _
(ZOg•.p•) __..
La%aX4h We certify neither the completeness nor the R 1 � C- —I����� me
adequacy of the design documents,nor take [ j W OCT.2 ��
6102 � responsible charge for any aspect of the !�
C15X33.9 structural design of this project,except as ! 1 Trn
VV4Ys 44s k noted above. j 0
*6D USED
j ,
E-E j j A For Approval Only 08l1012018 PG
j — B For Approval Only 09l0512018 PG
%2 $ZT=GER
- - Ey w REV. DESCRIPTON 6102 I I
C15X33.9
Aprw
il'2
—" DVIIN�CED `�(����`��CERTIFIED
DETAIL, Weldin &Steellnc. t�� �^
x x zs7HwyssN.-Geao9�4ne.l0E3s30 QFABRICATOR
S i x PH(208)983-7608 Fax 1208)983.7621 '+.BMA! r
r®+z 6803 1 toy
Pt.'0X887h6 PL1RX887hs (194'-0'r- F. — -----_ o - - -.._._. 22
—
PROJECT: TIGARD HIGH SCHOOL
,2.: 3hs� .\ 1° TMP / ` —. .—.—_
PROJECT#: TIG&14
A•- x ADDRESS: 9000 SW DURHAM RD.
v_11 #'N 6802 I JJ LOCATION: TIGARD,OR 97224
1 r — DETAIL2 L4%4% 1 1
K=K
S S
j ry ry DRAWN BY: AN CHECK BY: LLM REF DWG:
6102 6102 JOB COLOR: ORANGE AND YELLOW STATUS:
C15X33.9 C15X33.9
J CUT BY: FOR CONSTRUCTION
C n LAYOUT BY: DRAWING NO.
F=F
G=G FAB BY: _
o,•,,,, ,„,,,.. CHECKED BY: E6001
TOTAL UNIT FIELD BOLTS LENGTH
QTM QTY BILL OF MATERIAL
4 4 EPDXY ANC 5/8X8
Piece Minor Length Steel
RD 5'-21J4 3 Oty Mark Mark Description Ft.-In. Remarks Grade
F /
H9S_P09T
51161> 1 6001 HMS4348.250 5'-8'• MOP
4116 1 p1583 PL314%70 0'-10' AM
(p1583 (p6001 1 p1585 PLv4)(5112Asso-10 3/4^ A
2-18116'0 1 pm, ,PL3/3%3112 o•-e^ 496
- 4-15/16"0 6/ I' S. . TOTAL WEIGHT: 93
e
C I
P'e -Z9
- lICVV''1114V
5'-9(HSS4X4X.250 x 5'-8") / (-1'-0)
I _
7,8
1,V , 1314 11/2
tit
■ ..-S/
fc.4 1. 6001
M 4
■ Ayrill
C14� rW
q 11585
15'e A-A
314 5'-8 114
0 For Fabrication 11/07/2018 RS
REV. DESCRIPTION DATE BY
I VAN+CEp.r 400,,<>,
Welding St5teel Inc. a/15 Z.
;CERTIFIES
<FABRICATOk:
257 Hwy 95 N.-Grangeville.ID 83530 .
PH(208)983-7808 Fax(208)983-7821 ' v
HOLES: AS NOTED _ _
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: JJ ICHECK BY: LLM IREF DWG:
JOB COLOR: ORANGE AND YELLOW STATUS:
ONE - H SS_POST - 6001 CUT BY: FOR FABRICATION
LAYOUT BY: DRAWING NO.
GRID LOCATION ELEVATION E-REF FAB BY:
N10/NC-NB 199'-8"3/4 CHECKED BY: 6001
MODEL NAME' 3305_Maeler PLOTTED: 12:34:11pm
TOTAL UNIT FIELD BOLTS LENGTH
°T1' °TM BILL OF MATERIAL
4 4 EPDXY ANC 5/8X8
Piece Minor Length Steel
Coy Mark Mark Description Ft-In. Remarks Grade
HSS POST
1 6002 HSS4X4X 250 6'-e"
1 p1583 PL314X10 0'-10" AN
1 p1584 PL114X35/8 0'-35/8" ex
1 p6014 P1318331/2 0'-9" x e
TOTAL WEIGHT: 102
4 15/ „� THIS FACE ON CL �16 V
• 1584
I 1
I� 1. i 1 I
Cr,
I
`14r
i
6'-9(HSS4X4X.250 x 6'-8") l
\ � / 6V
-, (6002)
- _ _ --
-- - MK -- — — - _ — — — — ~Nk—
SI 3-1 E72
(P7583 1/4V 6/16
(p6014
RD 5'-11Vq , 3 , 3 �
8/4/, 6'-8 11/4 0 For Fabrication 11/07/2018 RS
REV. DESCRIPTION DATE BY
--A---Wcf
it i. RCId2 .-.1Welding StSteel Inc. 0 115 .` SCEk7`IFIE�D
257 Haw 95 N.-Grangeville,ID 83530 '�.FABRICATOR
PH(208)983-7608 Fax(208)983-7821 e'
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: JJ ICHECK BY: LLM IREF DWG:
JOB COLOR: ORANGE AND YELLOW STATUS:
ONE - HSS POST - 6002 CUT BY: FOR FABRICATION
LAYOUT BY: DRAWING NO.
GRID LOCATION ELEVATION E-REF FAB BY:
N11/NB 2oo'-8"3/4 CHECKED BY: 6002
MODEL NAME: 3305_Maater PLOTTED: 12:34.12pn
• TOTAL UNIT FIELD BOLTS LENGTH
QTM QTY BILL OF MATERIAL
4 4 EPDXY ANC 5/8X8 0'-8"
Piece Minor Length Steel
Qty Mark Mark Description Ft:In. Remarks Grade
HSS_POST
1 BOOS HSS4X4X 250 6'-8•• MOB
1 p1583 PL14X10 0'-1D" Bx
1 p1584 PL1I4X35IB 0,3518" us
4-15/16"O 3116 1 p5014 PL1BX3112 D•-9" 33
1584 TOTAL WEIGHT: 102
81583
r B r
cot
co Mk
1l4 THIS FACE ON CL
6'-9(HSS4X4X.250 x 6'-8") f
3/16
(6003
M
ill) co
co
�114V p6014
5/16 \-1_3-15/16"0
5/1 eV
RD � �
5'-111(433 /
314/7 6-8 1/4
0 For Fabrication 11/07/2018 RS
REV. DESCRIPTION DATE BY
L/Vt 1#YL.BG v
D
Gelding SE Steel Inc. i J a <FFABRICATORR'
257 Hwy 95 N.-Grangeville,ID 83530
PH(208)983-7608 Fax(208)983-7621 ,,_.3"
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: JJ ICHECK BY: LLM REF DWG:
JOB COLOR: ORANGE AND YELLOW STATUS:
ONE - HSS_POST - 6003 CUT BY: FOR FABRICATION
LAYOUT BY: DRAWING NO.
GRID LOCATION ELEVATION E-REF FAB BY:
N10/NB 2001-R"3/4. CHECKED BY: 6003
MODEL NAME: 3305_Masler PLOTTED: 12.34:13pm
TOTAL UNIT FIELD BOLTS LENGTH
QTY QTY BILL OF MATERIAL
4 4 EPDXY ANC 5/8X8 0'-8"
Piece Minor Length Steel
Qty Mark Mark Description Ft-In. Remarks Grade
HSS_POST
1 8004 HS84X4K250 5'.8" wwro
1 p1583 PL3I4X10 0'-10" AN
1 p1586 PL1I4X51)2 0'-10" A.
41583 1 p6001 PLv9X3v2 D 6° 0.5
i 4- �'i 6"�' 1/4' 2-17l . 0 TOTAL WEIGHT: 92
I __- .•
c+1
I Mil 51 .
•1,4r 5/16r
.6001
2-15/16"O
RD 5'-21/4 3
5'-9(HSS4X4X.250 x 5'-8") f(-1'-0)
,Al 11/2
THIS FACE ON CL
-zi6004 I
r�-a—, li_\
►
\lV
1l4 \\?p1586) �1l
AI 4
3/4 5'-8 41 J A=A Pr
0 For Fabrication 11/072018 RS
REV. DESCRIPTION DATE BY
Welding&Steel Inc. 41 FABRICATOR
257 Hwy 95 N.-Grangesdle,ID 83530 .8. _ _ J li
PH(208)983-7608 Fan(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: JJ ICHECK BY: LLM IREF DWG:
JOB COLOR: ORANGE AND YELLOW STATUS:
ONE - HSS_POST - 6004 CUT BY: FOR FABRICATION
LAYOUT BY: DRAWING NO.
GRID LOCATION ELEVATION E-REF FAB BY:
N11/NC-NB 1.991-8^3/4 CHECKED BY: 6004
MODEL NAME: 3305_Mesler PLOTTED: 12'3415pm
TOTAL UNIT FIELD BOLTS LENGTH
• QT' Qn BILL OF MATERIAL
4 4 BOLT 7/8"DIA A325 2" 0'-2"
Piece Minor Length Steel
Qty Mark Mark Description Ft:In. Remarks Grade
CHANNEL
1 6101 C12X20.7 17-a-
1 a6003 L6X4X318 16'-7" tar
TOTAL WEIGHT: 518
RD
4 3/16 �3"(a,12 16 11
3'16 V 3"@ 12 IQ
a6003
v l
C12X20,7 x 17'-3
C6101) MK
r-
• •
N-— — !\ Ih
2-15116"0 N2-1116."0
3/161\3"(cD 12
RD /16 3"@ 12
ly 1 T-11h
A For Approval Only 08/10/2018 PG
B For Approval Only 09/05/2018 PG
0 For Fabrication 11/07/2018 RS
REV- DESCRIPTION DATE BY
C VANCE 3v
Welding & steel Inc. y tFABRCATGR
257 Hwy 95 N.-Orangeville,ID 83530 a
PH(208)983-7608 Fax(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: AN (CHECK BY: LLM IREF DWG:
JOB COLOR: ORANGE AND YELLOW STATUS:
ONE - CHANNEL - 6101 CUT BY: FOR FABRICATION
LAYOUT BY: DRAWING NO.
GRID LOCATION ELEVATION E-REF FAB BY:
N10-N11/NB ZOO'-9" CHECKED BY: 6101
MODEL NAME. 3305_Master PLOTTED: 12:39:18pm
TOTAL UNIT FIELD BOLTS LENGTH
Qn On BILL OF MATERIAL
4 4 BOLT 7/8"DIA A325 2"
Piece Minor Length Steel
Qty Mark Mark Description Ft.-In. Remarks Grade
CHANNEL
1 6102 C15X33.9 16'-11' nw
TOTAL WEIGHT. 576
C15X33.9 x 161-11
RD
1112 16'-91
H
\ (6102)
0 00
•
2-15/1610 V 2-1Ej r"O
A For Approval Only 08/10/2018 PG
B For Approval Only 09/05/2018 PG
0 For Fabrication 1 110 7/2 01 8 RS
REV. DESCRIPTION DATE BY
DVANCE
Welding &Steel Inc. C RTI IE�
�r FABRICATOR
257 Hwy 95 N.-Greeneville.ID 83530
PH(206)9.93-7608 Fax(208)983-7621
HOLES: AS NOTED (114151l''s
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: AN (CHECK BY: LLM IREF DWG:
JOB COLOR: ORANGE AND YELLOW STATUS:
ONE - CHANNEL - 6102 CUT BY: FOR FABRICATION
LAYOUT BY: DRAWING NO.
GRID LOCATION ELEVATION E-REF FAB BY:
N1O-N11/NC-NB 200'-2" CHECKED BY: 6102
MODEL NAIAD 3305JAasler PLOTTED: 12.39:16pm
•
1Q3 Q= F1Elnan e r£xart
BOLi 160055 52.14 P-2I/1 BILL OF MATERIAL
1 B BOLT 200252' 43,
2 2 WEDGE ANcvVS-IO a.51n
PieCe Minor Length Steel
Oty Mark Mark Deeaiption FI:In. Remarks Grade
STAIR
1 6601 012020.1 12'-1 5/8" Ain
L1 0 s (56013 1 66002 L4X4X316 71 1/2" ue
("a°"�(66o1) � 2 a6005 Lax0xv4 0'-0 "" A
s�f - I"'
.�-T 1 m6002 312)(207 1r-1 s/e" ..,P
I I I I 1 1 1 �60�� I m6003 C123201 0.4 7/16" An
1 1 1 L 1 m6006 C12220.1 6.5 3B"
L , r, r, ' , , , , Ta
I 1 11 I', , , , , , 1 1 0001 PL39X31R 0'-6"
O, �fiaw� eon. I e43 75O4 :p00/4 :O//058 26ow.-EN 10 p6004 PL12GaX121116 6'-4" us
I F 1 p6005 PLI26.371/4 8'-4 .a
I p6006 P 12Ga 8'/" An
- 1 06009 PL1HX3 0-7" .x
�� I I 2
r,�I�]•®11 l Pa2PP l p6012 PLM/S3 O',31I6"
'7St/ s•®tz lW�'I�l I I I I TOTAL WEIGHT: 1645
(wa1) a60az
I #L — — I I I I I
mmoE mew:) try
d-/ker a5009)
dip
>:4
16.7 laf`It6 �>�\\ II
6•.668 la-1% ,y 1(attic to 1% 4 ~ \�
I'A 101RPADS A V47.4-2 5% 1% L 10 SPACES(81'-4IIII-I=92 ) 93'1 --.1r, ,t 3 P'
i
'9
rn
ay r®3 3
6'4'18 CID IYP h PR
h DV 6
'j ,YF p z®1 f'z�.IU
(%I aP
(mSW HEM
fi] I DETAIL 1 9y0
if . OP
9clz
13-14'v'eF/ _6WR`, 1. ae >o pg V® �'tr4R �,° m
7,0%
illiit
RI a5�, .,-.,a@ — '"�/ o zvocs as ly 1 ag
=1 Cur — a'64 _ I \
C N
•
— 1 1218 272 A For Approval Only 1s 08110I2018 PG
CUT CUT r: y
1
IS*
l 25)025 0 For Fabrication 11/07/2018 RS
— ) 35BE5) MV s>s >} DET.1 1 a REV. DESCRIPTION DATE BY
/58012
I� „1
SIDES
y= SF: DY/1NCED "ie``� NCERTIFIED
I.a~1 wPP6o12 9 �'�C2QFABRICATOR
Weldin &Steel inc.
('NDS ^g 3SIDES> ' tl 257 Hwy 953-7605 Fax(le.1083530 \,
65V =PaoS� PH(208)983-7808 Fax(208)983.7621 ',WOO / 1
1'd/4
CUT 6 HOLES: AS NOTED
"4#, IA BOLTS: AS NOTED
CUT WELDS: E70XX
A A.A PRIMER:SWSSG PREP:SSPC-SP3
LOCATION/EXPOSURE: 11
PROJECT: TIGARD HIGH SCHOOL
PROJECT#: TIG-014
ADDRESS: 9000 SW DURHAM RD,
LOCATION: TIGARD,OR 97224
DRAWN BY: AN CHECK BY: LLM IREF DWG:
JOB COLOR: ORANGE AND YELLOW STATUS:
CUT BY: FOR FABRICATION
ONE—STAIR—6601 LAYOUT BY: DRAWING NO.
FAB BY:
GRID LOCATION Elev.,r iON e-aeP CHECKED BY: 6601
N10-N11/NC-NB ,00-a
Wln LEMON
�2 �2 °"T%COGDES23 2-211 BILL OF MATERIAL
I I BOLT blow A3zsr as
mwae)
won Piece Minor Length Steel
.-m6wA — - - (msc6s
11 Qty Mark Mark Description FL-In. Remarks Grade
SINN
(a�� l I li II I I I 11I II II 1 6602 C123201 14'-5" 6b
P66% II, II I o I N 1 e6002 LdX4%3'8 T-1 1/2"
I I IIn I I 1 m6005 012320.7 14'-6
I I I I A I I - 1 m6007 C12%20.7 0•-61/6" +m
• I I II I I ^ Ill/ 2 1 m6008 012320.7 0'-6118"
/ .y3 TO PM 1 m6009 C12)(20.7 9'-0 118" �
k/ Z@R
s6o1 J
II I I I I I I v1s" or
1 m6010 D12%M.] 0'
II II II I I I I 11 06001 PQ19%31/2 o'-6" .a
boa>
I �p6011) 1111011"® <NTOSTRINGER 12 p8004 FL12631It6 61111 A P 1a3�(IlIIII�■ (Illlll�■ (I (j/rlIl�■ �)/lllA' (llJ��, �� / <'°°°<'
6 I I . iO PnN 1 p6007 PL12G43813 6'-0" oa
t m6210 (260T1 (26673 (36009 (46004 C p6CW 4604 (YeWo ((P64Mf (o004) \WW4) (2610I) J r a" is TO or
(6602 / 1 p6009 PL111X2 0'-T' .w
S
DETAIL 2 p6011 PL11dX0 0'-11"
6418.1 ;4 06001 TOTAL WEIGHT: 2055
Er.2 19'-16m
64% 11.T 610 14
11 70. 1131 Oh 3.
Ilk 12 TREADS G 11,11'-O I%
gip 12 TREADS 2jI11=10-6 1%
3w DOOM ..' '® GP1YP
.44000
26011 J
d ` , l 261066 + �7'w 6P i6eE6
- — 7:'
ISI� >`BA ' `�B '
I „,05...- . ,,
+�� If ( \- GV R1"6� 63A 11k
Y'� 1 / S?Yb `rye'
0 26001 1i , ,„ II
1 `'
4 1 1
m 0 e
b CT l(f
/r
/ 1 ®DET.1
e 1
9
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• 1 Vol): A For Approval Only 08110/2018 PG
,\ ; (� 6 ` B For Approval Only 0910512018 PG
"�i_ ��® cm '^r ► LIP0 For Fabrication 11/07/2018 RS
2-' '•° C 117111111 'f RI 12-Tha'e 0 2so50>5sv s„G REV. DESCRIPTION DATE BY
1y[ �J G� OA) 0A
61's 62 V CU11
NIP% v AA=A
alk DVANCED
`U k Welding&Steel Inc. �_ �CERTIFIED
~
632
257 Hwy 95 N.-Orangeville,ID 83530 /Q FABRICATOR
1 PH(208)983.7608 Fay(208)983-7621
HOLES: AS NOTED
d BOLTS: AS NOTED
3'�[�12 2
*sr a®12 WELDS: E70XX
1E9
1 _ _ PRIMER:SWSSG PREP:SSPGSP3
-. LOCATION/EXPOSURE:
^M1� PROJECT: TIGARD HIGH SCHOOL
g_B _ PROJECT#: TIG-814
MID
ADDRESS: 9000 SW DURHAM RD.
LOCATION: TIGARD,OR97224
Al
C_C DRAWN BY: AN CHECK BY: LLM REF DWG:
JOB COLOR: ORANGE AND YELLOW STATUS:
CUT BY: FOR FABRICATION
ONE-STAIR-6602 LAYOUT BY: DRAWING NO.
FAB BY: 6602
GRID LOCATION E-FEP CHECKED BY:
N10.N11/NC-Na 20a-Y
•
y, IV I FIELD EELT5 I LENGTH
" BILL OF MATERIAL
Piece Minor Length Steel
QV Mark Mark Description Ft.-In. Remarks Grade
HANORAL
1 6703 PIPE1-11/56H40 12'-0 1/2" Nu-.
1 m6035 PIPE1.1145CH40 1'-11/16" Naw.
1 m6036 PIPE1-1145CH40 0'-2 15/16" owu
1 m6037 PIPE1-1146CH40 0'-2 15/16" NIN4.
4 m6046 001 0-211116" Cl
2 p1586 PL116%1 l/t 0'-1 1/2' nzw.w.
TOTAL WEIGHT: 33
•
C 14037
m608 3
mSllS 6703 .., ,
rv. fl _ _ _ _ _ ___ILZEIII
-9 ram—rNtl—r—^_"
mCEIMID
1 uINB m6W6 '71588`,
II'-I IPIPEI!43CH42 w 12'.@1
8 It 3-218 4-2`i 52% 5112
AO
it ''--,.% NOTE:
E HANDRAIL TO BE ALL WELDED CONSTRUCTION
,If REMOVE ALL BURRS, SHARP EDGES,AND LEAVE
SMOOTH TO THE TOUCH
P�LLYJ \ >4
v m80 4
\ m m
AA=A 4
e �
2-n:e 4.to A For Approval Only 08/1012018 PG
k
4m B For Approval Only 09/05/2018 PG
11111111P**
0 ForSCRI ation11/07/2018 RS
REV. DESCRIPTION DATE BY
„da, DUlWC St 01J5r�\�CERTIFIED
Welding&Steel Inc. QfABRICATOR
257 Hwy 95 N.-GraFax(1e,10 83530 \
PH(208)963-7608 Fax(208)963.7621 mo-e 7 1
HOLES: AS NOTED
BOLTS: AS NOTED
WELDS: E70XX
PRIMER:SWSSG PREP:SSPC-SP3
LOCATION/EXPOSURE:
PROJECT: TIGARD HIGH SCHOOL
PROJECT It: TIG-814
ADDRESS: 9000 SW DURHAM RD.
LOCATION: TIGARD,OR 97224
DRAWN BY: AN CHECK BY: LLM REF DWG:
JOB COLOR: ORANGE AND YELLOW STATUS:
CUT BY: FOR FABRICATION
LAYOUT BY: DRAWING NO.
ONE-HANDRAIL-6703
FAB BY: 6703
GRILL LOCATION a REF
N1o/NC-Na o3-513/1rs CHECKED BY:
• I M1N1a 1 FIELD BOLTS I LENGTH
BILL OF MATERIAL
Piece Minor Length Steel
Dry Mark Mark Description FL-In. Remarks Grade
HANDRAIL
1 6704 PIPE1-114SCH40 14.-2 9/16" N12J04
I m6035 PIPET-1148CH40 T-I 1/16" <n.w.
I m6036 PIPEI.11466H40 6-215116" mos.
1 m6037 PIPL1.1e66H40 0'-215/16" u12an1
4 m6046 001 0'-211116" .x
2 91588 KI161('1R IT-1 1/2" wew.
TOTAL WEIGHT: 38
CEXP BSc91
ree
t o' (meow ®�. meow mfiW)y sp
br04 w ..
4P,
_ _ _ (mNJS J
12-111PIPE1-IIISCI016 x 14'-2W16)
1-0
51A 5-10 N-10 0'S16 6 6
lne0i i
I p158B�
Efle
-,4L_
M wFB T£ 4
6,s
CUD
A-A
NOTE:
Q HANDRAIL TO BE ALL WELDED CONSTRUCTION
REMOVE ALL BURRS,SHARP EDGES,AND LEAVE
- SMOOTH TO THE TOUCH
A For Approval Only 08110/2018 PG
40
B For Approval Only 09105/2018 PG
0 For Fabrication 1110 7/2 0 1 8 RS
REV. DESCRIPTION DATE BY
11!Be. 1'rear
C D�DVAN "RAM„s,
Welding &Steel Inc. lc, ,L,CERTIFIED
257 Hwy 95 N.-Granaeville,ID 83530 ,`
ATOR
PH(208)983-7608 Fax(208)981.7621 741e1
HOLES: AS NOTED
BOLTS: AS NOTED
WELDS: E70XX
PRIMER:SWSSG PREP:SSPGSP3
LOCATION/EXPOSURE:
PROJECT: TIGARD HIGH SCHOOL
PROJECT#: TIG-814
ADDRESS: 9000 SW DURHAM RD.
LOCATION: TIGARD,OR 97224
DRAWN BY: AN CHECK BY: LLM REF DWG:
JOB COLOR: ORANGE AND YELLOW STATUS:
CUT BY: FOR FABRICATION
ONE- HANDRAIL -6704 LAYOUT BY: _. DRAWING NO.
FAB BY:
Nil LoC-008 21 -0.1 /1. E-aBr CHECKED BY: 6704
��G�IIMGN9 nvr.0 auu.T-e 13/16
-MI al:l FIELD&^En I LENGTH
BILL OF MATERIAL
mu9� lsea) Piece Minor
Length Steel
P sea (eros� _ Grade
Iaa, 1$ Oh Mark Mark Description Ft.-In. Remarks
= -� �— z-� _— �_ — • �"�,
7, r-- HANDRAIL
0 - - - - is. v 1 6706 PL1nX2 11'-11 3116"
C R4psz -_ - - -_ _ - s .,a
(m884s) ( �� (u30ss 3 m822 60314nX1412X119 9'-23I16" .o4
1 m823 H331.112%1-112%114 3'-0 1/2" ram
1 m6048 PIPE1-II43CH40 12'-0 1/2" AM-.
1 m6099 BPE1-IN03110 0'-8T/6" nrs..w
1 m6052 PIPE1-11480H40 17-65/16" Nww
1pa1445 1 m6055 PIPE1-I/45C640 0'-1 15/16" emvaw
71hfi 10•-1 9 m7061 RB318 0'-3 1/2" Ac
]s 1p,41hfi
3a9,634 1�1
I 1
1 4$ p1579 PL PN
112X2 3'-1 1/8" >N
ff-11ria P1560 P1112X2 OP-5 1/2'
z.1114 sod 241 L1114 Pa zS T.1114 For +.+.
2 12 p15B7 R11432 0•,3^
a�31$e 1 9@P`da a®s1Ks 1 p1588 PL+I8X11n D'-1112"
NNTN
5 07015 11563518 2'-75/16" .aa
8 T 4 p?017 PL5183518 3'-6 1/2" N,a
524 p7018 91.541/59 2'-61/4" ,,a
y
2./ 1 p7020 P1SI6X518 2'-T117 Mt
I p7024 PtJYS4 3•B -57/16" /,e
-kr
1 p7025 91.51805/8 3.55/161 Am
1 67026 PL5/8368 0'-0 7/8" nu
3I p7027 PL56X16 d 5 -13B" ua
V \ \ TOTAL WEIGHT: 267
• ry.
��II /� / /r'4F
�a— I. 111 ram � ..
9I - '
P591
Lmn
IPLC6
H n �� 5
f me
"IDS P'4 1DI6
PLcs '
S.
r
14,
�, IC
iYP�U/ \ �/' ]
T uEno Stfi �`,,Y
T
° � I �' 0 For Fabrication 11/07/2018 RS
ry e� 'Is
REV. DESCRIPTION DATE BY
''e . no.
e` ! NA�' ti:11 a - " � DV/uYC0:4
"° Welding&Steel Inc. CSC , CERTIFIED\ 257Hwy95N.-Grangeville,ID83530 ,4FABRICATORn,, Ntir
M1�• n PH(208198]-7608 Far(208/983-7621 +irBEr' ! 1
R �� .;> HOLES: AS NOTED
rn�4,:l - s y -'
'F� D D=D BOLTS: AS NOTED
WELDS: E70XX
PRIMER:SWSSG
n� •.� PREP:SSPC-SP3
LOCATION/EXPOSURE:
PROJECT: TIGARD HIGH SCHOOL
PROJECT S: TIG-814
ADDRESS: 9000 SW DURHAM RD.
LOCATION: TIGARD,OR 97224
NOTE: DRAWN BY: AN CHECK BY: LLM REF DWG:
HANDRAIL TO BE ALL WELDED CONSTRUCTION JOB COLOR: ORANGE AND YELLOW STATUS:
REMOVE ALL BURRS, SHARP EDGES,AND LEAVE CUT BY: FOR FABRICATION
ONE - HANDRAIL-6706 SMOOTH TO THE TOUCH LAYOUT BY: DRAWING NO.
GRID LOCATION ELEVATION ENEF
N+0-N11/NC-NB 3 10 FAB BY:
" -� CHECKED BY: 6706
41i
C me0sz � - � msosl I m. I m.II eaurn
pISEr�
FIELDt.
iiv
BOLTS ` BILL OF MATERIAL
r01B ,p15Br,
6P19 �0 -P � 1 P.r'fi., P 0 9� 51541 1 -PrU1e� SN18` 5154]�
„ M1 r >r r7 F Piece Minor Length Steel
-p j'pr01e_ .1t77 Sro1e, �158)�70fe prof¢,leote�2/o1B',sro18. ;r01I, yrafa jID_8, mjei r168] 1 /' 16083
r 2 r s r p/me, pr01e� ',Tea.;�1ser r Qty Mark Mark Description Ft-In. Remarks Grade
3 iy.; '-Plseri 'praTB. s1Yr. a HANDRAIL
pr018,
(mem 1 6707 PLI2%2 14'.1 5/8" .x
m2054) 1 m821 HSS142Xb1/2X114 3'-1 1/16'
16e P1e
y uax
3 m822 HSS142X1-1/1X1i4 3'-23116' moue
1 m823 HS51-12XI-12XIb 3'-0 1/2"
1]'-11YI9 'eme
P$c Pp Tl1 1 m0049 PIPE-1N56H00 0.-8718^ AFAR AFAR. I14rvw oL
25 016 n•-n GUARDRAIL lb 1 m8050 PIPE-1NS6H10 14'-2" ralzew
r 1 m6051 PIPEI.114C2140 0•-59/10" nnzw
t25ha 3 1 m6052 PA8:1-1bSCH40 0'-65I16"
4®3'-1VR AEA.
1 m6053 PIPE1-1bSCH40 1'-1 11/16" 6.310.10A
2-4 1'.7Yle LAI N4, 7-70e Re A 2'-704, e'j 224 2.lhe 13/' 1 m6054 PIPE-4IId5Lb40 0'-311e"
e01rk a®r® ..3.B�$ 1 BRAS m7061 RBYA 0'-31I2" De
1 61581 PL1/2X2 0-61/4" ex
1 61582 191.1232 0'-23/16" AG
16 p1587 PL1/4X2 0•-3" us
1 p1588 PLUM 12 0'-1 1/2"
1: \ 7 67015 P10/SOR8 2-7 5/16' AM
015e2) 6 67016 PL5'8X5B 3'-1 3/4" w
26 p7018 FLSIB%SIB 2'-6116'
/ 1 p7019 PL513%Sre 2'-10 1116" /,x
:_—�� 1 p7020 PL53898 2'-]12'•
��w 1 67021 PL48X59 2-10 3/16" nA
384. 6"�' / repri, 1 67022 R58%58 0'-37/16' ,vx
%1
\ 1 p7023 PLSIB%s8 0'-215/16'
,6]'1 y pp .. TOTAL WEIGHT: 33
•
4MPA / me21) 2 F
e a.
/ GP eR` Jr' Tr
0, itiSii
.1016
4 ,..,...,.. .. ,,,,,,),-- , ) 1L 1--4 CIES 1
f.
r.�. )1:-. Q� iah0
ll
/ n 1I / I i. lYP
104;0:00 0212
'''‘.* ' lu,_<..„.*,741:,...,,,,,....:, 1 u
air
— 1 _\ DETAIL 1
/ e m1 l•fSF:U' f�® 9 / J
41eV110 I / I� i nIIID
r ® Yf/
DET.1
-
=`/ -� / 4I� "4oVcan TYP
0 For Fabrication 11/07/2018 RS
BBV.
i REV. DESCRIPTION DATE BY
Eriza3
4- Prier
El
r BRCS /
61517
ryOWE
/ „dpefkfr
- /,71111111'411I Hy,/. : D1//1NC
Welding&Steel Inc.
q1S P�QFABRICATOR CERTIFIED
257 H 95 N.-Granaaville,ID 83530
x z PH(208)983-7608 Fax MOB)983-7621 Ru 'a % 1
rl a R� etf� HOLES: AS NOTED
BOLTS: AS NOTED
WELDS: E70XX
PRIMER:SWSSG PREP:SSPCSP3
LOCATION/EXPOSURE:
PROJECT: TIGARD HIGH SCHOOL
NOTE: PROJECT#: TIG-814
HANDRAIL TO BE ALL WELDED CONSTRUCTION ADDRESS: 9000 SW DURHAM RD.
REMOVE ALL BURRS, SHARP EDGES,AND LEAVE LOCATION: TIGARD,OR97224
SMOOTH TO THE TOUCH DRAWN BY: KB CHECK BY: LLM REF DWG:
JOB COLOR: ORANGE AND YELLOW STATUS:
CUT BY: FOR FABRICATION
ONE - HANDRAIL-6707 LAYOUT BY: DRAWING NO.
FAB GRID LOCATION DLEVATION E-REF
N10-N11/NC-NB EaD-5"
Y:
mow`GRID
.`` "`- CHECKED BY: 6707
•
ITS I74I ME°WETS I LENECI
BILL OF MATERIAL
Piece Minor Length Steel
City Mark Mark Description Ft:In. Remarks Grade
HANDRAIL
1 6108 PL1RX2 8'-71/8" nn
4 m823 HS51.112X1.11241/4 3-0 1/2" owe
12 61587 PLI/4X2 0'-3" NL
6 p7020 PL5/6X5I9 2'-71/2" .
6 0028 PL52X818 743/16" 1w
18 51029 165RX5I8 2'-61/4" 1w
TOTAL WEIGHT: 185
FI L—z z = a-1_9--'r r= =o=.3—. 1 =-ip—= ,= s=n—n= =
l a./1a
I 2'91MI6 2411/A 2-91144 1
24. 70NY%e Jy 0*4 r®3lI/ a%2'4 /®3,iry6 Pro
Try 1029
° m GED tn. ao25 41� MI)
1iIRcHiIhILgUic
— ry ET,
f.
~ �� MUDf [WONn
rP ,
FAN- r vIMail
0 For Fabrication 11/07/2018 RS
REV. DESCRIPTION DATE BY
DVANC wire\ 1
Welding&Steel Inc. �'[C NCERTIFIED
257 Hwy 95 N.-Grangatille,ID 83530 ``� / Q FABRICATOR
PH(208)983-7606 Fax(208)983-7621 e 1
HOLES: AS NOTED
NOTE: BOLTS: AS NOTED
HANDRAIL TO BE ALL WELDED CONSTRUCTION WELDS: E70XX
REMOVE ALL BURRS, SHARP EDGES,AND LEAVE PRIMER:SWSSG PREP:SSPC-SP3
SMOOTH TO THE TOUCH LOCATION/EXPOSURE:
PROJECT: TIGARD HIGH SCHOOL
PROJECT 9: TIG-814
ADDRESS: 9000 SW DURHAM RD.
LOCATION: TIGARD,OR 97224
DRAWN BY: KB CHECK BY: LLM REF DWG:
JOB COLOR: ORANGE AND YELLOW STATUS:
CUT BY: FOR FABRICATION
ONE- HANDRAIL-6708 LAYOUT BY: DRAWING NO.
CRID LOCATION ELEVAT E-REF FAB BY:
10-N 11/NC-NB 213 5 6708
"""" "'° CHECKED BY:
TOTAL UNIT FIELD BOLTS LENGTH
CITY CITY BILL OF MATERIAL
Piece Minor Length Steel
Oty Mark Mark Description FL-In. Remarks Grade
ANGLE
5 6802 L4X4X318 7'-6 1/8" ex
TOTAL WEIGHT: 365
29,16 1h ih .16
.....
r e l
31j16 31 3'16
�(6802) CID(
L4X4X3/8 x T-61/8
/
A For Approval Only 08/10/2018 PG
B For Approval Only 09/05/2018 PG
0 For Fabrication 11/07/2018 RS
REV. DESCRIPTION DATE BY
Welding &Steel Inc. ' CERTIFIED
"
257 Hwy 95 N.- aeville,ID 63530m<FABRICATOR
PH(206)983.7608 08 Fax(206)983-76-762t .rri
HOLES: AS NOTED
BOLTS: AS NOTED
WELDS: E70XX
PRIMER:NO PAINT PREP:SSPC-SP3
LOCATION/EXPOSURE:
PROJECT: TIGARD HIGH SCHOOL
PROJECT#: TIG-814
ADDRESS: 9000 SW DURHAM RD.
LOCATION: TIGARD,OR 97224
DRAWN BY: AN (CHECK BY: LLM IREF DWG:
GRID LOCATION ELEVATION E-REF
N10-N11/NC-NB 200'-2" JOB COLOR: ORANGE AND YELLOW STATUS:
N10-N11/NC-NB 200'-2" 5 - ANGLES - 6802 CUT BY: FOR FABRICATION
N10-N11/NC-NB 200'-2" LAYOUT BY: DRAWING NO.
N10-N11/NC-NB 200'-2" FAB BY: 6802
N10-N11/NC-NB 200'-2" CHECKED BY:
MODEL MA6E: 330 Master PLOTTED: 12:34.11pm
•
To,Alacl NE°Ea15 I LDIni
BILL OF MATERIAL
Piece Minor Length Steel
Oty Mark Mark Description Ft:In. Remarks Grade
PLATE
2 6803 PL118X88616 8'-7 1/4" xe
TOTAL WEIGHT: 647
r74
•
M1
6
c6a=/
A For Approval Only 08/10/2018 PG
B For Approval Only 09/05/2018 PG
0 For Fabrication 11/07/2018 RS
REV. DESCRIPTION DATE BY
ADVANCE65 .$4
Welding&Steel Inc" 14I�0 4FABRrcAroDR
257 Hwy 95 N.-Grangevilla,ID 83530
PH(2081983-7608 Fax(208)983-7621 ��
HOLES: AS NOTED
BOLTS: AS NOTED
WELDS: E70XX
PRIMER:NO PAINT PREP:SSPC-SP3
LOCATION/EXPOSURE:
PROJECT: TIGARD HIGH SCHOOL
PROJECT 8: TIG-814
ADDRESS: 9000 SW DURHAM RD.
LOCATION: TIGARD,OR 97224
DRAWN BY: AN CHECK BY: LLM REF DWG:
JOB COLOR: ORANGE AND YELLOW STATUS:
CUT BY: FOR FABRICATION
2- PLATES-6803 LAYOUT BY: DRAWING NO.
GRID LOCATION eleVAT.ON E-REG - FAB BY:
N10-Nl1/Nc-Ne 680
sao r1/s •
CHECKED B6803N10-Nll/NC NB 0'3"1/B
•
Ian I"V I nma0os I LENGTH
BILL OF MATERIAL
Piece Minor Length Steel
Oty Mark Mark Description Ft.-In. Remarks Grade
PLATE
1 6804 PLIAX1
TOTAL WEIGHT: I
A 13
M
A For Approval Only 08/10/2018 PG
18 For Approval Only 09/05/2018 PG
0 For Fabrication 11/07/2018 RS
REV. DESCRIPTION DATE BY
ICATOR
tr � CERTIFIED
Welding&Ste& Inc. 3ill5 )aFAaRTIFIE
257 I-My 95 N.-Grangeville,ID 83530
PH(208)983-7608 Fax(208)983-7621 40+1#8"
HOLES: AS NOTED
BOLTS: AS NOTED
WELDS: E70XX
PRIMER:NO PAINT PREP:SSPCSP3
LOCATION/EXPOSURE:
PROJECT: TIGARD HIGH SCHOOL
PROJECT#: TIG-814
ADDRESS: 9000 SW DURHAM RD.
LOCATION: TIGARD,OR 97224
DRAWN BY: AN CHECK BY: LLM REF DWG:
JOB COLOR: ORANGE AND YELLOW STATUS:
CUT BY: FOR FABRICATION
ONE- PLATE - 6804 LAYOUT BY: DRAWING NO.
GRID LOCATION ELEVATION E.Ea FAB BY:
N10-N11/NC-NB 200_9 6804
CHECKED BY: