Plans (14) BUP2019 -00035
OFFICE COPY
City of Tigard
.,pproved Plans RECEIVED
DEC 17 2019
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❑ CITY OF TIGARD
BUILDING DIVISION
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DEC 10 2019
EXP (o/ia�2o
ATTENTION!
This drawing represents AI's VJeWing's best interpretation of relevant Contract drawings and documents.This drawing is submitted for the General Contractor,the Architect,and the
Engineer to review,and comment,per AISC industry standards,and shall be stamped by each reviewing party prior to return.The return of this drawing with no comment or charges
indicated on the face of the drawing or on an accompanying transmittal,whetter stamped or not,shall be considered the same as a stamped approval.
All.t any,of clouded dimensions,elevations,etc.on this retumed drawing which are not commented by the approver,will be deemed cortex and approved.
JOB
Twality Middle School
0 AL'S WELDING CUSTOMER DRAWN BY
Q & STEEL FABRICATION TRIPLETT WELLMAN HH
222 DOWNIE RD.,CHEHALIS,WA 98532DRAWING NO. E150 CHK'D BY
QFor Approval 12/05/2019 Tel:(360)740-8020,Fax:(360)740-8826 �S V&CERTIFIED GX
aFABRICATOR PROJECT NO. DESCRIPTION REV.
REVISION DESCRIPTION DATE BY �" ` 1930 STAIR& RAILS 3D VIEW-SECTOR B ZL
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STAIR 2 PLAN DEC i o 2019
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ATTENTION!
This drawing represents AI's Welding's best interpretation of relevant Contract drawings and documerns.This drawing is submitted for the General Contractor,the Architect,and the
Engineer to review and comment,per AISC industry standards,and shall be stamped by each reviewing party pnor to return.The return of Nis drawing with no comment or changes
indicated on the face of the drawing or on an accompanying transmittal,whether stamped or not,shall be considered the same as a stamped approval.
All V any,of clouded dimensions,elevations,etcon this returned drawing which are not commented by the approver,will be deemed coaect and approved.
JOB
Twality Middle School
OAL'S WELDING CUSTOMER DRAWN BY
0 & STEEL FABRICATION TRIPLETT WELLMAN HH
222 DOWNIE RD.,CHEHALIS,WA 98532rf1a(1'eq� DRAWING N0. E152 CHK'D BY
qQ For Approval 12/05/2019 Tel:(360)740-8020,Fax:(360)740-8826 "—'—` <ABRIC)ATOD GX
REVISION DESCRIPTION DATE BY PROJECT NO. 1930 DESCRIPTION STAIR 2 PLAN-SECTOR A REV. Q
A
B -�
APPROVER:
PLEASE ADVISE THE TOP
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AND THE CONNECTION
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ATTENTION!
This drawing represents AI's Miding's best interpretation of relevant Contract drawings and doasnents.This drawing is submitted M the General Contractor,the Amhiteot,and the
1 ELEVATION Engineer to review ant comment,per AISC industry standards,and shall be stamped by eaoh reviewing parry prior to rai m The return of this drawing wiM no comment or changes
Molded on the face of the drawing or on an accompanying transm Mal,whether stamped or not,shall be considered the same as a stamped approval.
E153 REF. 3/A7.10, 1/S3.10
All,R any,of Goaded dimensions,elevations,etc.on Mis returned drawing vTich ere not commentetl by gte approver.will be daemetl correct and approved.
JOB
Twality Middle School
0 AL'S WELDING CUSTOMER DRAWN BY
0 & STEEL FABRICATION TRIPLETT WELLMAN HH
222 DOWNIE RD.,CHEHALIS,WA 98532 DRAWING NO. CHK'D BY
A For Approval 12/05/2019 Tel:(360)740-8020,Fax:(360)740-8828 A CERTIFIED E153 GX
®� Q FABRICATOR PROJECT N0. DESCRIPTION REV.
REVISION DESCRIPTION DATE BY ` 1930 ELEVATION-SECTORA
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E154 REF. 4,6/A7.10 cyel.A38282
IAL
DEC I 0 2019
ATTENTION!
This drawing represents AI's Welding's best interpretation of relevant Contract drawings and cl=r ersm This drawing is submitted for the General Conlydctor,the Amhtect,and the
Engineer to review and comment,per AISC industry standards,and shall be stamped by aatll reviewing party prior W return.The return of this drawing with no comment or changes
inI-Matl on the face of the drawing or on an accompanying transmittal,whether stamped or not,Melt be considered the same as a stamped approval.
All,if any,of clouded dtmansions,elevations,W on this returned drewing which are not commented by the approver,will to deemed coned and approved.
JOB
Twality Middle School
0 AL'S WELDING CUSTOMER DRAWN BY
Q & STEEL FABRICATION TRIPLETT WELLMAN HH
222 DOWNIE RD.,CHEHALIS,WA 98532 DRAWING NO. E 1 54 CHK'D BY
qQ For Approval 12/05/2019 Tel:(360)740-8020,Fax:(360)740-8826 �t WCERTIFIED GX
¢FABRICATOR PROJECT NO. DESCRIPTION REV
REVISION DESCRIPTION DATE BY MM 1930 ELEVATION -SECTOR A A
C B
APPROVER:
PLEASE ADVISE THE TOP APPROVER:
OF THE COLUMN ELEVATION PLEASE ADVISE THE TOP
AND THE CONNECTION OF THE COLUMN ELEVATION
AND THE CONNECTION
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DEC 1 0 2019
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E155 REF. 7/A7.10
ATTENTION!
This drawing represents AI's Welding's best interpretation of relevant Contract drawings and documems.This drawing is submitted for the General Contractor,the Architect,and the
Engineer to review and comment,per AISC industry standards,and shell be stamped by each reviewing party pnor to retum.The return a this drawing with no mmme ,or charges
indicated on the face of the drawing or on an accompanying transmittal,whether stamped or not,shall be considered the same as a stamped approval.
All darty,of clouded dimensions,elevations,etcon this returned drawing which are not commented by the approver,will be deemed onmect and approved.
JOB
Twality Middle School
AL'S WELDING CUSTOMER TRIPLETT WELLMAN DRAWN BY
Q & STEEL FABRICATION HH
222 DOWNIE RD.,CHEHALIS,WA 98532 DRAWING NO, CHK'D BY
qQ For Approval 12/05/2019 Tel:(360)740-8020,Fax:(360)7408826 A CERTIFIED E155 GX
aFA6RIGSTOR PROJECT NO DESCRIPTION REV
REVISION DESCRIPTION DATE BY 1930 ELEVATION -SECTOR A A
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E156 REF. 25/S4.11
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DEC 1 0 2019
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ATTENTION!
This drawing represents AI's Welding's best interpretation of relevant Contract drawings and documents.This drawing is submitted for the General Contractor,the Architect,and the
Engineer to review and comment,per RISC Industry standards.and shall be stamped by each reviewing party prior to return.The return of this drawing with no commwt or changes
indirelect on the face of tre drawing or on an accompanying transmittal,whether stamped or rot,shall be considered the same as a stamped approval.
All,t any,of clouded dimensions,elevations,etcon this returned drawing which are not commented by the approver.will be deemed coned and approved.
JOB
Twality Middle School
AL'S WELDING CUSTOMER TRIPLETT WELLMAN DRAWN BY
0 & STEEL FABRICATION HH
222 DOWNIE RD.,CHEHALIS,WA98532 •' DRAWING NO. CHK'D BY
qQ For Approval 12/05/2019 Tel:(360)740-8020,Fu:(360)7"26 4 MCERTIFIED E156 (jX
<FABRICATOR PROJECT N0. DESCRIPTION REV.
REVISION DESCRIPTION DATE BY 1930 ELEVATION -SECTOR A A
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E157 REF. 7/A7.11 : `
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DEC 1 0 1019
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ATTENTION!
This drewing represents Afs NHdirWs best interptetation of relevsrx Contrail drewings and doc xrnynts.This drawing is submitted for the General Contractor,the Architect,and the
Engineer to review and corners,per AISC industry standards.and shell be stamped by each reviewing party prior to return.The return of Nis drawing with no c omnrt w chages
iMiretetl on the face of Mb having a on an accanpanying transmittal,whether stamped or not,shall be considered the same as a stamped approval.
All.it my,of clouded dimeraiona,elevations,etc on Mris returned drawing which are not commented by the approver,will be deemed caned and approved.
JOB
Twality Middle School
AL'S WELDING CUSTOMER TRIPLETT WELLMAN DRAWN BY
Q & STEEL FABRICATION HH
222 DOWNIE RD.,CHEHALIS,WA98532 gr"."r., DRAWING NO. E157 CHK'DBY
Q For Approval 12/05/2019 Tel:(360)740-8020,Faz (360)740-8826 �8 CERTIFIED GX
e ¢FABRIC°TOR PROJECT NO. DESCRIPTION REV,
REVISION DESCRIPTION DATE BY 1930 ELEVATION -SECTOR A ZL
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E158 REF. 4/A7.11
P WE�L
PIZ
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W
Vim'
DEC 1 0 1019
C-'7-
ATTENTION!
XATTENTION!
This drawing represents AI's Welding's best interpretation of relevant Contract drawings and documents.This drawing Is submitted for the General Contractor,the Ahtlhitect,and the
Engineer to review and comment,per AISC industry standards,and shall be stamped by each reviewing pant prior to retum.The return of this drat with no comment or changes
indicated on the face of ate drawing or on an accompanying transmittal,whether stamped or not,shall be considered the same as a stamped approval.
All,if any,of clouded dimensions,elevations,etcon this returned drawing which are not commented by the approver,will be deemed corn ct and approved.
JOB
Twality Middle School
AL'S WELDING CUSTOMER DRAWN BY
0 & STEEL FABRICATION TRIPLETT WELLMAN HH
222 DOWNIE RD.,CHEHALIS,WA 98532 •�.b DRAWING N0. E 1 58 CHK'D BY
Qq For Approval 12/05/2019 Tel:(360)7408020,Fax:(360)7468826 ERTIFIED1 GX
F ¢FABRICATOR PROJECT N0. DESCRIPTION REV,
REVISION DESCRIPTION DATE BY I1930 ELEVATION -SECTORA A
E
67'-1142
APPROVER:
142 PLEASE VERIFY
T1713 GAP —T1714
GUARDRAIL - GUARDRAIL
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! - - — — — — — — - - - - — — - - - - - — — - - - - - - - — — — — — — — — — — — — — — - - - - - - - — — - - — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - — = - - - 4
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1 ELEVATION
E159 REF. 5/A7.11
DEC I 0 1019
LSP (o/io�2o
ATTENTION!
This drawing represents AI's Miding'a best imeryretation of relevant Contract drawings and documents.This drawing is submitted for"General Contractor,the Architect,and the
Engineer to review and comment,per AISC irbusiry standards,and shall be stamped by each reviewing party prior to return.The retum of this drawing with no comment or changes
indicated on the face of the drawing or on an accompanying transmittal,whether stamped or not,shall be considered the same as a stamped approval.
All d any,of cloudatl dimensions,elevations,arcon this returned drawing which are not commented by the approver,will be deemed correct and approved.
JOB
Twality Middle School
0 AL'S WELDING cusroMER TRIPLETT WELLMAN DRAWN BY
& STEEL FABRICATION HH
222 DOWNIE RD.,CHEHALIS,WA 98532 ^•"rr DRAWING No. E 159 CHKD BY
qQ For Approval 12/05/2019 Tel:(360)740-8020,Fax:(360)740-8826 9% CERTIFIED GX
I ¢FABRICATOR PROJECT NO DESCRIPTION REV.
REVISION DESCRIPTION DATE BY ' W- 1930 ELEVATION -SECTOR A A
7 6
10'-6
T1707
GUARDRAIL
ro
0
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1'-0
T1628
T1626
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1 ELEVATION
E160 REF. 4/A7.12
L� CSW �t4
ca
'-J 38282
Gf'A64ID1C,
S/VA'AL
DEC 1 0 2019
L71P V//0/20
ATTENTION!
This drawing represents AI's Welding's best interpretation of relevant Contract drawings and documents.This drawing is submitted for the General Contractor,the Architect,and the
Engineer to review and comment,per AISC industry standards,and shall be stamped by each reviewing party poor to return.The return of this pressing with no comment or manges
indicated on the face of the drawing or on an accompanying transmittal,whether stamped or not,shall be considered the same as a stamped approval.
All,if any,of clouded dimensions,elevations,etcon this returned drawing which are not commented by the approver,will be deemed correct and appoved.
JOB
Twality Middle School
AL'S WELDING CUSTOMER DRAWN BY
Q & STEEL FABRICATION TRIPLETT WELLMAN HH
222 DOWNIE RD.,CHEHALIS,WA 98532 DRAWING NO. CHK'D BY
A For Approval 12/05/2019 Tel:(360)740-8020,Fax:(360)740-8826 I a CERTIFIED
E 160 GX
¢FABRICATOR
REVISION DESCRIPTION DATE BY �� PROJECT NO. 1930 DESCRIPTION ELEVATION -SECTOR A REV.
A
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3 SECTION a SECTION 5 SECTION s SECTION 7 SECTION
1 SECTION z SECTION 3 REF. 21/IO E161 REF. 17,18/S4.11 1161 REF. 27/S4.11,2/A7.23 1161 REF.27/S4.11, 2/A7.23 E151 REF. 12/A7.21 6 SECTION
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WE
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At cat
DEC 1 0 1019
AXP V//o/ao
ATTENTION!
This drawing represents AI's Welding's best interpretation of relevant Contracl drawings and documents.This drawing is submitted for the General Contractor,the Architect,and the
Engineer to review and comment,per AISC industry standards,and shall be stamped by each reviewing party prior to retum.The return of this drawing with no comment or changes
indicated on the face of the drawing or on an accompanying transmittal,whether stamped or not,shall be considered the same as a stamped approval.
All,I any,M clouded dimensions,elevations,etc.on this retumed drawing which are not commented by the approver,will be deemed comed and approved
JOB
Twality Middle School
0 AL'S WELDING CUSTOMER DRAWN BY
Q & STEEL FABRICATION TRIPLETT WELLMAN HH
222 DOWNIE RD.,CHEHALIS,WA 98532 ^•^�r�� DRAWING N0. E 161 CHK'D BY
Q For Approval 12/05/2019 Tel:(360)740-8020,Fax:(360)740-88264S CERTIFIED GX
<FABRICATOR
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/SNA! F�ti
DEC 1 0 1019
E7kP (0/10/20
ATTENTION!
This drawing represents AI's Welding's best intimmatalion of relevant Contract drawings and documents.This drawing is submdte i for the Gastral CorereGor,the Archited,and the
Engineer to review and comment,per AMC industry standards,and shall be stamped by each reviewing pant prior to relum.The return of this drawing with no comment or charges
indicated on the face of the drawing or on an accompanying transmdtal,whether stamped or not,shall be conaldered me same as a stamped approval.
M.if any,of clouded dimensions,elevations,etc.on mis returned drawing which are not commented by the approver,will be deemed correct and approved.
JOB
Twality Middle School
AL'S WELDING CUSTOMER DRAWN BY
Q & STEEL FABRICATION TRIPLETT WELLMAN HL
222 DOWNIE RD.,CHEHALIS,WA 98532Wig
"tr" V — DRAWING NO. E2550 CHK'D BY
AQ For Approval 12/05/2019 Tel:(360)740-8020,Fax:(360)740-8826 h.,CERTIFIED HZ
¢FABRICATORPROJECT NO. DESCRIPTION REV.
REVISION DESCRIPTION DATE BY 1930 STAIR&RAILS 3D VIEW-SECTOR B ZL
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PLEASE VERIFY or
THE DIMENSIONS
IN CLOUDS ' X.
ATTENTION!
DEC1 0This drawing represents e Welding's best interpretation of relevant Contract drawings and documents This drawing is submitted for the General Contractor,the Architect,and the
2U " Me Engineer to review and comment,par AISC industry standards,and shall be stamped by each reviewing party prior to return.The return of this drawing with no comment or changes
indicated on the face of the drawing or on an accompanying transmittal,whether stamped or rot,ahall be considered the same as a stamped approval.
AII,R any,of clouded dimensions,elevations,etcon this resumed drawing which are not commented by the approver,will be deemed correct and approved.
JOB
Twality Middle School
AL'S WELDING CUSTOMER TRIPLETT WELLMAN DRAWN BY
0 & STEEL FABRICATION HL
222 DOWNIE RD.,CHEHALIS,WA 98532 DRAWING NO, CHK'D BY
For Approval 12/05/2019 Tel:(360)740-8020,Fax:(360)740-8826 oggg
CERTIFIEDR E251 HZ
REVISION DESCRIPTION DATE BY PROJECT N0. 1930 DESCRIPTION STAIR 4 PLAN - SECTOR B REV. ZL
A
6 7
10'-6
10 TREADS @ 12=10'-0 L 51-0 18 TREADS Q 12=18'-0
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III III IN IN III II 14 11 1 1 11 1 1 1 IN IN III I III III IN IN III III. IN III lI IN I 11 II 11
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WE
X.
JX. * 38182
�O'VAL E'NC�
DEC 1 0 2019
Cl'? co/"o/20
ATTENTION!
This drawing represents AI's Welding's best interpretation of relevant Contract drawirgs and documents.This drawing is submitted for the General Contractor,the Architect,and the
Engineer to review and!comment,per AISC industry standards,and shall be stamped!by each reviewing partyprior to return.The return of this drawing with no comment or changes
indicated on the face of the drawing or on an accompanying transmittal,whether stamped or rpt,shall be considered the same as a stamped approval.
All if any,of clouded dimensions,elevations,etc.on this returned drawing which are not commented by the approver,will be deemed correct and approved
JOB
Twality Middle School
AL'S WELDING CUSTOMER DRAWN BY
Q & STEEL FABRICATION TRIPLETT WELLMAN HL
222DOWNIE RD.,CHEHALIS,WA 98532 •M DRAWING N0. E252 CHKD BY
qQ For Approval 12/05/2019 Tel:(360)7468020,Fax:(360)740-8826 i � ) CERTIFIED HZ
F <FABRICATOR PROJECT NO. DESCRIPTION REV.
REVISION DESCRIPTION DATE BY 1930 STAIR 3 PLAN-SECTOR B A
G H
29'-4
OVER:
PLEASE ADVISE THE TOP OF APPROVER:
COLUMN ELEVATION AND PLEASE ADVISE THE TOP OF
CONNECTION COLUMN ELEVATION AND
CONNECTION
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,_ DEC I 0 1019
y el,? V//V/u'
ATTENTION!
1 ELEVATION This drawing represents AI's Welding's best interpretation of relevant Contract drawings and documents This drawing is submitted for the General Contractor,the Artltdect,and the
E253 REF.3/A7.13 Engineer to review and comment,per AISC industry standards,and shall bs stamped by each reviewing party poor to return.The returnof this drawing with a common o changes
indicated on tha face of the drawing w on an amd,hpenying transmttal,whether stamped or not,all be considered the same as a stamped approval.
All,g any,of clouded dimensions,elevations,etc on Mis resumed drawing which are r c mented by the approver,will be deemed coned and approved.
JOB
Twality Middle School
0 AL'S WELDING CUSTOMER DRAWN BY
0 & STEEL FABRICATION TRIPLETT WELLMAN HL
222 DOWNIE RD.,CHEHALIS,WA 98532 �,..'e„� DRAWING NO. E253 CHK'D BY
For Approval 12/05/2019 Tel:(360)740-8020,Fax:(360)74M26 ��# NCERTIFIED HZ
a ¢FABRICATOR PROJECT NO. DESCRIPTION REV.
REVISION DESCRIPTION DATE BY 1930 ELEVATION -SECTOR A ,q
H
29'-4
8%
88'-41/8 14 TREADS 12=14'-0
G
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S�ONAL V.N�y�
DEC 1 0 2019
(57-P V/"6/20
ATTENTION!
This drawing represents Al's Welding'e best interpretation of relevant Contract drawings and documents.This drawing is submitted for the General Contractor,the Archiso,and the
Engineer to review and comment,per Ali industry standards,and shall be stamped by each reviewing parry prior to Mum.The return of this drawing with no comment or Manges
indicated on the face of the drawing or on an awompanying transmittal,whether stamped or not,shell be wnsidared the same as a stamped approval.
All,if any,of clouded dimensions,elevations,etcon this returned drawing which are not commented by the approver,will be deemed wmact and approved.
JOB
Twality Middle School
0 AL'S WELDING CUSTOMER DRAWN BY
0 & STEEL FABRICATION TRIPLETT WELLMAN HL
222 DOWNIE RD.,CHEHALIS,WA 98532 •' r DRAWING N0. CHKD BY
qQ For Approval 12/05/2019 Tel:(380)740-8o2o,Fax:(38o)740-8826 � CERTIFIED E254 HZ
¢FABRICATOR PROJECT NO DESCRIPTION REV
REVISION DESCRIPTION DATE BY 1930 ELEVATION -SECTOR A ,4
H G
29'-4
APPROVER: APPROVER:
PLEASE ADVISE THE TOP OF PLEASE ADVISE THE TOP OF
COLUMN ELEVATION AND COLUMN ELEVATION AND
CONNECTION CONNECTION
EL=2T-101
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2019
_ r' LXP (O�ip�2o
ATTENTION!
1 E L E VAT I O N This drawing represents AI's Waltling's best interpretation of relevant Contract drawings and documents This drawing is submit for the General Contractor,the Amitiled,and the
E255 REF. 7/A7.13 Engineer to review and cornment,per AISC industry standards,and shallch be stamped by eareviewing parry prior to return.The Tatum of this drawing wno comment or dtanges
Indicated on the face of the drawing or on an accompanying transmittal,whether stamped or not,shall be considered the same as a stamped approval.
All,R any,of clouded dimensions elevations,etc,on this returned drawing which are not commented by me approver,will be deemed coned and approved.
JOB
Twality Middle School
AL'S WELDING CUSTOMER DRAWN BY
& STEEL FABRICATION TRIPLETT WELLMAN HL
222DOWNIERD.,CHEHALIS,WA98532 8�,,.°��.� DRAWING NO. E255 CHK'DBY
qQ For Approval 12/05/2019 Tel:(360)740-8020,Fez:(360)740-8826 � <FABRICAFIED TORHZ
REVISION DESCRIPTION DATE BY PROJECT N0. �930 DESCRIPTION ELEVATION - SECTOR A REV, ZL
A
APPROVER:
PLEASE VERIFY
11 IF THE DETAIL
IS ACCEPTABLE
13116
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E256 REF. 25/S4.11
1
NAL 't-
DEC 1 0 1019
(=7�P to/io/2o
ATTENTION!
This drawing represents AI's Welding's best interpretation of relevant Contract drawings and d en to This drawing is submittetl for the General Contractor.the Architect,and the
Engineer to review aid comment,par AISC industry standards,and shall be stamped by each reviewing party prior to return.The return of this drawing with no comment or changes
indicated on the face of the tlrawing or on an accompanying transmittal,whether stamped or not,shall be considered the same as a stamped approval.
AII,if any,of ciouded dimensions,elevations,etc.on this returned drawing which are not commented by the approver,will be deemed correct and approved.
JOB
Twality Middle School
0 AL'S WELDING CUSTOMER DRAWN BY
Q & STEEL FABRICATION TRIPLETT WELLMAN HL
222 DOWNIE RD.,CHEHALIS,WA 98532 •1eo DRAWING NO. CHK'D BY
qQ For Approval 12/05/2019 Tel:(360)740A020,1(360)74MB26 W CERTIFIED E256 HZ
F aFABRIOATOR PROJECT NO. DESCRIPTION REV.
REVISION DESCRIPTION DATE BY "" 1930 ELEVATION -SECTOR A A
6 1(Y-6
101-0 6-0 18'-0
T1707
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FOR THE 1'-2"LOCATION OF THE /
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E257 REF. 4/A7.12
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DEC 1 0 2019
L7�P to/io/2o
ATTENTION!
This drawing represents AI's Welding's best interpretation of relevant Contract drawings and documents.This drawing Is submitted for the General Contractor,the Architect and the
Engineer to review and cornment par AISC industry standards,and shall be stamped by each reviewing party prior to return.The return of this drawing with no comment or changes
indicated on the face of the drewing or on an accompanying transmittal,whether stamped a not shall be considered the same as a stamped!approval.
All if any,of clouded dimensions,elevations etcon this returned drawing which are not commented by the approver,will be deemed coned and approved.
JOB
Twality Middle School
AL'S WELDING CUSTOMER TRIPLETT WELLMAN DRAWN BY
0 & STEEL FABRICATION HL
222 DOWNIE RD.,CHEHALIS,WA 98532 s•" DRAWING NO. CHK'D BY
Qq For Approval 12/05/2019 Tel:(360)740-8020,Fax:(360)740$826 1� CERTIFIED E257 HZ
a®� Q FABRICATOR PROJECT NO. DESCRIPTION REV
REVISION DESCRIPTION DATE BY ` R 1930 ELEVATION-SECTOR A q
7 6
10'-6
18'-0 5'-0 10'-0
1,_0 0
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— — — — — — — — — — — — — —
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1 ELEVATION
E258 REF. 6/A7.12
P.W EGl
cc
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DEC 1 0 2019
L7`P v11v/2,
ATTENTION!
This drawing represents AI's Milling's best interpretation of relevant Conlrad drawings and documems.This drawing is submitted for the General Contractor,the Architect,and the
Engineer to review and comment,per AISC industry standards,and shall be stamped by each reviewing parry prior to return.The return of this drawing with no comment or changes
indicated on the face of the drawing or on an accompanying transmittal,whether stamped or not,shall be considered the same as a stamped approval.
All.if any,of clmded dimensions,elevations,etc.on this returned drawing which are not commented by the approver,will be deemed torted and approved.
JOB
Twality Middle School
AL'S WELDING CUSTOMER DRAWN BY
& STEEL FABRICATION TRIPLETT WELLMAN HL
222 DOWNIE RD.,CHEHALIS,WA 98532 gaQg DRAWING NO. CHK'D BY
qQ For Approval 12/05/2019 Tel:(360)740-8020,Fax:(360)740-8826 A E258 HZ
VIM + <FABRICATOR PROJECT NO. DESCRIPTION REV.
REVISION DESCRIPTION DATE BY 1930 ELEVATION-SECTORA A
T2707
GUARDRAIL
T2712
GUARDRAIL 1 t� Ill
T2717
GUARDRAIL
APPROVER:
PLEASE ADVISE
APPROVER: APPROVER: THE CONNECTION
31h MITER CUT AT STRINGER FOR THE BENT
PLEASE VERIFY PER 16/54.10 IS NOT WORKABLE, PLATE
IF THE DETAIL APPROVER:
IS CORRECT PLEASE VERIFY PLEASE ADVISE IF THE DETAIL
IF THE DETAIL 3 '/ IS ACCEPTABLE
IS CORRECT 3/16!/ 3166 BentPL
10 —T2500 4
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1 HSS12X4X1/4 �p 13/x(71/4 91,
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H HSS6X5X3� — — — — — — — - - - - - -
Hsslzx4xl/a 4 T2606 T2607 134X1a 116
1116 FL%"X5XU-6 HSS7X5X1h HSS14X4X1k APPROVER:
^� h-� CAP PLATE 1 F26�12 2%
PLEASE VERIFY
gL'�y5h+ 5116 7
(S:)SECTION a SECTIONNI
E259 REG16/S4O.10 s SECTION
E259 REF.231S4.11 z SECTION 3 SECTION E259 REF. 17,18/S4.11 E259 REF. 27/S4.11
E259 REF. 23/S4.11E259 REF. 20/S4.11
m " z .
w
A,ms'.
38232' ?`f'
J.$ kAL k-.t4
DEC 1 0 1019
CSP V//o/2"
ATTENTION!
This drawing represents Ars Welding s best interpretation of relevant Cori drawings and documents.This drawing is subinded for the General Contractor,the Architect,and me
Engineer to inview and comment,Par AISC industry standards,and shell be stamped by aatlt reviewing parry prior to mum.The mum of this drawing with no comment or changes
indicated of the face of the drawing or on an accompanying transmdtal,whether stamped or ret,shall be considered the same as a stamped approval.
All,t any,of clouded dimanebns,elevations,etc on this returned drawing which aro not commented by the approver,will be deemed coned and approved.
JOB
Twality Middle School
AL'S WELDING CUSTOMER DRAWN BY
Q & STEEL FABRICATION TRIPLETT WELLMAN HL
222DOWNIERD.,CHEHALIS,WA98532 },,«°°••,� V DRAWING NO. E259 CHK'DBY
Qq For Approval 12/05/2019 Tel:(360)740-8020,Fax:(360)740�8826 ,+�E CERTIFIED HZ
a s QFABRICATOR PROJECT NO. DESCRIPTION REV.
REVISION DESCRIPTION DATE BY "� 1930 ELEVATION -SECTORA ZL
BILL OF MATERIAL
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
1 STAIR
T1601 1 HSS12X4X1/4 16'-11" 409 A500-GR.B
aa1502 1 MUM 6'-1318" 44 A36
W503 1 MUM 5'-61/8" 40 A36
13-bp11513 m1502
p1052 —.. bp11510 1 BPL1/4"X47/16" 7'-0" 28 - A36
bp11511 1 SHT12GAX25 5/8" T-0" 77 A36
- bp11512 1 SHT12GAX22 7/16" T-0" 68 A36
II II II II II II II II II II II II II II I
A II II II II II II II II II II II II I II --aa1502 A bp11513 13 SHT12GAX211/16" 7'-0" 827 A36
II II II II II If II II 11 II II II I� II 1 m1502 1 HSS12X4X1/4 6'-53/4" 156 A500-GR.B
II II II II II II II II it II II II II II
m1504 1 HS512X4X5/8 7'-0 5/8" 394 A500-GR.B
i II II II II II II II II II II II II II II I
bp11511 — II II II II II II Itl II II II II II II II m1507 1 HSS12X4X5/8 1T-15/16" 955 A500-GR.B
II II II II II II Itl II II II II II II II I bp11510
II II II II IB IE II H II p1052 1 FLi2"X4" 1'-17/18" 8 A38
II II 11 11 It
11 II II II 11 IN II 11 II Itl II 11 II II 1 p1512 1 FL1/4"X4" 0'-61/2" 2 A38
If II II II 11 II II II II 11 II Itl II II 1 p1513 1 FL1/4"X4" 0'-23/8" 1 A36
II II II II II II II II II 19 II II II II
II II II II 11 II II II II II II 11 II II 1 o p1568 1 FI-518"W 0'-512" 3 A36
II I I I I I I I I I I I I I I I I I I I I P1581 1 PL3/8"X6" 0'-6 12" 4 A36
II 11 II II II II II II II II II II II II I
II II II II II II II II II II II II II it I
II II II II II II II II II II II II II 11 I
II II II II II II II II II II II II TOTAL WEIGHT THIS DRAWING 3015
II II II II II II II II II II II II II FIELD BOLTS
II II II II If II II II II 11 II II 11 11 I
5 II II II 11 it II II II II II II 11 II II II
II II II II Ii II II II Ih II II II II II B bp11512
4 aa1503 II II II II II II II II II II II II II II 1
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II II II II I I I! I I I p1512
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B_B , DEC 102019
A-A l'T`P (O�i0�2o
ONE - STAIR T 16 O 1 SHOP NOTE:
1.SEAL WELD IN ADDITION TO STRENGTH WELD.
2.GRIND ALL WELDS,BURRS, SHARP EDGES SMOOTH.
10-11/C-B SURFACE PREPN: SSPC-SP3 MATERIAL: A36 U/N ELECTRODES: E70XX
&PAINT BLACKENED BY OTHERS HOLES: 13/16 BOLTS: A325
A.E.S.S. AL'S WELDING S`\tptE OF SIfFI
& STEEL FABRICATION �_ CERTIFIED
Q FABRICATOR
222 DOWNIE RD., CHEHALIS, WA 98532 *F50N0EO t01�
Tel: (360) 740-8020, Fax: (360) 740-8826
JOB
Twality Middle School
CUSTOMER TRIPLETT WELLMAN DRAWN BY HH
DRAWING N0. REF. E DRAWING N0. CHK'D BY:
A 12/05/2019 For Approval T1601 E151 GX
REV. DATE DESCRIPTION BY CHKD BY PROJECT NO. 1930 DESCRIPTION: STAIR REV. 1
BILL OF MATERIAL
m1503
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
p1844
- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
— _ _ T - - - 1 STAIR
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11 11 11 11 1 If 11 11 11 11 ,
1 111
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��— q II II II II II II II It III 11 Ii II II II aa1557 2 L3X3X1/4 0'-8" 7 A38
—aa1503 11 II II II 11 II II IN PoI NI II II II �I
5 I I I I I I I I I i 11 I I R d R I 11 W I I I I II bp11512 1 SHT12GAX22 7/16" 7'-0" 68 A36
II II II II II II II tld III YI ql II II II `aa1557 bp11513 13 SHT12GAX211/16" 7'-0" 827 A38
I I I I I I I I 11 If 11 I R 11 11 W I I I I II
NI IIIt m1500 1 HSS12X4X1/4 15'-9 5/8" 382 A500-GR.8
II II II II I IW II II WI II II II
I I I I I I I R I III I I I d I I I I W I I I I II m1503 1 HSS12X4X-" 6'-7" 367 A500-GR.B
13-b 11513 II II II II NI III II IN 11 II pl II II II
P p1051 1 FL12"X4" 1'-17/16" 8 A38
II 11 II II NI III I IR 11 II NI II II II
I I I I I I I I p l N I I I Y q B I Y 1 PoI I I I I 8 p1643 p1643 1 SHTI2GAX4 12" T-0" 13 A36
II II II II NI II II II NI II NI II II II
P16" 2 FI-114"W 0'-71N" 4 A38
II WI I II III RI II tlI 11 11 dl II II II
II pl II II NI VI 11 IY II 11 ql II II II
II NI II II III 11 II Id tlI II WI II II II o
II VI II II III II II IR NI II NI II II II
I I N I I I I I III I I I I 1 9 p l tlI III I I I I II TOTAL WEIGHT THIS DRAWING 2621
I 11 I I I I III I I I I I I R I I I N I I I I II FIELD BOLTS
I V I I I I I N I I I
If I I R I N I N I I I I I 1 1 4 3/4' •SIMPSON TITEN HD ANC160R 0'-8"
II RI 11 II RI II II YI VI PoI NI II II II
1. NI 11 11 11 n n It 11 1 11 11 n n
11 NI 11 11 11 n n 11 11 If 11 11 11 11
11 111 11 11 N1 11 11 11 11 11 11 1 11 11
11 If 11 11 11 11 11 11 11 11 11 11 11 11
II If II II NI II II NI II 11 YI II II II -aa1557
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II NI 11 II NI II II IR NI II pl II II II � �
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- - - - - - - - - - - p1644
B p1051 J m1500 B
20'-101&
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ONE - STAIR T 16 O 3 SHOP NOTE:
1. SEAL WELD IN ADDITION TO STRENGTH WELD.
2. GRIND ALL WELDS, BURRS,SHARP EDGES SMOOTH.
11 -12/C-B SURFACE PREPN: SSPC-SP3 MATERIAL: A36 U/N ELECTRODES: E70XX
&PAINT BLACKENED BY OTHERS HOLES: 13/16 BOLTS: A325
WE
AL'S WELDING S�`, OFSTFF7Co
A.E.S.S. ERTI FI ED
w j,, & STEEL FABRICATION ys9y `� C
�x � Q FABRICATOR
f 222 DOWNIE RD., CHEHALIS, WA 98532 *FOUNDE0191 x
Tel: (360) 740-8020, Fax: (360) 740-8826
JOB
t�P �°�,oi2o Twality Middle School
CUSTOMER TRIPLETT WELLMAN DRAWN BY: HH
DRAWING N0. REF. E DRAWING N0. CHK'D BY:
A 12/05/2019 For Approval T1603 E151 GX
REV. DATE I DESCRIPTION BY CHKD BY PROJECT NO. 1930 DESCRIPTION: STAIR REV.
BILL OF MATERIAL
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
1 GUARDRAIL
T1707 1 FL12"X3" 10'-9" 54 A36
aa1542 5 SHTI0GAx1X1/8 L1x1x10GA 4'-7" 18 A36
aa1544 4 SHTIOGAX1X1/8 L1x1x10GA T-512" 11 A36
aa1545 I SHTIOGAXIX118 L1xlx10GA 3'S" 3 A36
a81558 I SHTIOGAXIX118 L1x1x10GA 2'-9318" 2 A36
aa1559 1 SHTI0GAX1X1/8 L1x1x1OGA 0'-111/8" 1 A36
aa1560 I SHTIOGAX1X1/8 L1x1x10GA 3'-41/16" 3 A36
m1509 2 12 GA WOVEN VIRE MESH 4'-6 12" 158 STAINLESS
m1524 1 12 GA WOVEN TARE MESH 4'-6 12" 70 STAINLESS
p1521 1 FL12"X3" 2'-10 1/16" 14 A36
p1540 3 FL12"X3" 4'-7" 70 A36
p1541 1 FL12"X3" 8'-2 3/4" 41 A36
p1542 1 FLI2"X3" Y-4 1/16" 17 A36
p1593 5 SHTIOGAXI" 4'-7" 10 A36
P1605 4 SHTIOGAXI" 3'512" 6 A36
p1613 1 SHTIOGAXI" 2'-9 3/8" 1 A36
12
/,-p1540 p1814 1 SHTIOGAXI" 0'•11118" 0 A36
I p1540 T1707 j p1540 � p1615 1 SHTIOGAXI" 3'41/18" 1 A36
P1616 1 SHTIOGAXI" 3'-5" 1 A36
7 : a a a a a a a a a a a � - - -.s.a.a -
-p1542
3 TOTAL WEIGHT THIS DRAWING 483
FIELD BOLTS
B- B
1a-s
3 T-6 3'-6 3'-6
2 1 3
T1707
aa1545 -p1616
W �
-
\ ae1544 p1605 P1542 aa1544 - p1805 1
p1540 /
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aa1544
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aa1542
p1593
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-p1593 Y
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m1509 1 1.
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p1615 --
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m1524 aa1560 -
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-m1509
p1593
p1593
aa1542 aa1542 aa1558
aal544 aal544 p1613 -\ m p aa1544 P1605
M
p1605 -p1605 aa1559 12
-p1614
/ pl521 p1541 S ,
--pl541 p1540 p1540 - p1541 v W Nfi'�
C-C c_ z
A x
8 23/4 �— Ci 2-61/4
r ja 1�1
a31 Al
DEC 1 0 1019
ONE - GUARDRAIL T 17 O 7 SHOP NOTE:
1.SEAL WELD IN ADDITION TO STRENGTH WELD.
2.GRIND ALL WELDS, BURRS, SHARP EDGES SMOOTH.
6-7/F-E SURFACE PREPN: SSPC-SP3 MATERIAL: A36 U/N ELECTRODES: E70XX
&PAINT BLACKENED BY OTHERS HOLES: 13/16 BOLTS: A325
A.E.S.S. AL'S WELDING ,,,��E°FS,fF/co
ys9y CERTIFIED
& STEEL FABRICATION Q FABRICATOR
222 DOWNIE RD., CHEHALIS, WA 98532
Tel: (360) 740-8020, Fax: (360) 740-8826 *fOUADEO\91 x
JOB
Twality Middle School
CUSTOMER TRIPLETT WELLMAN DRAWN BY HH
DRAWING N0, REF. E DRAWING N0. CHK'D BY:
A 12/05/2019 For Approval T1707 E152 GX
REV. DATE DESCRIPTION BY CHKD BY PROJECT NO. 1
930 DESCRIPTION: GUARDRAIL REV. Q
BILL OF MATERIAL
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
I GUARDRAIL
T1708 1 FLi2"X3" 10'4" 54 A36
aa1542 5 SHTIOGAX1XI/8 L1X1X1OGA 4'-7" 18 A36
aa1544 4 SHTIOGAXIXI/8 L1X1X10GA T 512" 11 A36
aa1545 1 SHTIOGAXIX1/8 L1X1X10GA X-F 3 A36
aa1546 1 SHTIOGAX/X1/8 L1X1X10GA T-41/16" 3 A36
as15471 1 SHTIOGAXIX1/8 L1X'IX10GA 0'-111/8" 1 A36
aa1548 1 SHTIOGAX1Xi/8 L1X1X10GA 2'-9 SW 2 A36
m1509 2 12 GA WOVEN WIRE MESH 4'$12" 158 STAINLESS
m1524 1 12 GA WOVEN WIRE MESH 4'-S 12" 70 STAINLESS
p1521 1 FL12"X3" 2'-10 1/16" 14 A36
p1540 3 FL12"X3" 4'-7" 70 A36
p1542 1 FLI2"X3" 3'411/16" 17 A36
p1545 1 FL12"X3" 8'-23/4" 41 A36
p1593 5 SHTIOGAXI" 4'-7" 10 A36
P1605 4 SHTIOGAXI" 3'312" 6 A36
p1613 1 SHTIOGAXI" 2'-9 SW 1 A36
p1614 1 SHTIOGAXI" 0'-1118" 0 A36
p1615 1 SHTIOGAXI" 3'-41116" 1 A36
p1616 1 SHTIOGAXI" T-5" 1 A36
3
/ p1540 T1708 —p1540 —p1540 —p1542 TOTAL WEIGHT THIS DRAWING 483
Z
FIELD BOLTS
mm mm L mw
N
r
12
A-A
10'-9
3
3 T-6 3'-6 V-6
1 2
A; T1708
p1605 aa1544 T1708
L1X1X10GA
%L,/-1540<
T - -
p1605 �`aa1544 `aa1545
aa1544 p1605 p1616 m1509 p1540 -
aa 1546
p1615
p1540
� v
ml509 �-m1524
aa1542
°9 - 1542
v -p1593 m1509 aa1542 - \ �aa1542 p
p1593 p1593 i
-aa1542
p1593
p1593
aa1542 —
aa1548
p1605 I p1613 p1805
aa1544
L1X1X10GA
-p1605
% -aa1544 aa1547
-aa1544 p1614 12
p1545 J'
- - - - - - - - - - - - - p1545
p1545 p1540 p1540 p1521
e e c c
W.
p. w
CSIS
8'-23/4 2'-61
At
�✓� 38232 X4
{31
NAL
DEC
DEC 1 0 1019
LSP V//O/20
ONE - GUARDRAIL T 17 O 8 SHOP NOTE
1. SEAL WELD IN ADDITION TO STRENGTH WELD.
2. GRIND ALL WELDS, BURRS, SHARP EDGES SMOOTH.
6-7/E-D SURFACE PREPN SSPC-SP3 MATERIAL: A36 U/N ELECTRODES: E70XX
&PAINT BLACKENED BY OTHERS HOLES: 13/16 BOLTS: A325
A.E.S.S. AL'S WELDING
& STEEL FABRICATION Oy�n NCERTIFIED
Q FABRICATOR
222 DOWNIE RD. CHEHALIS, WA 98532
Tel: (360) 740-8020, Fax: (360) 740-8826 *F00HDE0191�
JOB
Twality Middle School
CUSTOMER TRIPLETT WELLMAN DRAWN BY: HH
DRAWING N0. REF. E DRAWING NO. CHK'D BY:
A 12/05/2019 For Approval T1708 E152 GX
REV. DATE DESCRIPTION BY CHKD BY PROJECT NO. 1930 DESCRIPTION: GUARDRAIL REV. Q
BILL OF MATERIAL
MARK CITY DESCRIPTION LENGTH WEIGHT REMARKS
3 3
1 2 1 GUARDRAIL
T1713 T1713
T1713 1 FL12"X3' 33'-91/2" 172 A38
aa1515 12 SHTIOGAXIXI/8 3b 12" 35 A36
1 P7� aa1542 18 SHTI0GAXIXI/8 4'-7" 68 A36
p1595 aa1515
L1X1X10GA aa1556 6 SHTI0GAX1X1/8 T-712" 17 A36
M1508 3 12 GA WOVEN WIRE MESH 4'$12" 249 STAINLESS
M1510 - 6 12 GA WOVEN WIRE MESH 4'-6 12" 510 STAINLESS
p1540 10 FL12"X3" 4'-7" 234 A36
p1543 1 FLI/2"X3" 33'-91/2" 172 A36
p1593 18 SHT10GAXI" 4'-7" 34 A36
p1595 12 SHTIOGAX1" T-812" 19 A36
p1597 6 SHTIOGAX1" T-712" 9 A36
p1540
TOTAL WEIGHT THIS DRAWING 1517
FIELD BOLTS
M1510
11595 aa1515
L1X1X10GA uw
11543
p1543
g-g C -C
T1713
-p1540 11540 -11540 P1540 -11540 /rD1540 11540 , 11540 �
s mw � m. - - - e s ® _ - _ _ w - - - - - - . . . . . . . . . . ® - - - - - - - - - m - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - m - - - - - - - - - - - _ - - _ - -
-
12 �-11540 p1540
A-A
33'-91h
3 3'-9 3'-9 T-9 T-8 T-8 3'-8 3'-9 T-9 T-02
mA T1713 A
7\ I �
p1595 11595 -aa1556 �� �� p1597 �I
Sal 51
\-aa1515 p1597 -as 1556 �aa1556 aa1515 -591515 11595
-551515 -11595 -551515
p1595 p1597 p1595
�m151011593 �p15932 P1593 -551542
v
m1510 � aa1542 � � -551542 m1508 pt593 �aa1mt510 542 � ,-551542 � aa1542 - � � 11593
\
p1593 aa1542 \ i aa1542 m1510 aa1542 , 11593 aa1542 ; aa1542 m1508 p1593 p1593 aa1542 p1593 \-m1508 p1593 m1510 551542 m1510 551542
-�
�aa1542 p1593 11593 -aa1542 \ 11593 p1593
p1593 p1593 p1593 aa1542 -
11540 1597 p1595
11595 11595 11595 11597 /-11597 `p 11595 11595
as 1515 as 1556 aal 556 r aa1515 �as 1515
-aa1515aa1515 -aa1556 -aa1515
11540
p1543 P1540 P1540 - p1540 C p1540 - P1540 pl540
�-(j—� �(.,J 11540
p1540
ONE - GUARDRAIL T 1713 SHOP NOTE:
1. SEAL WELD IN ADDITION TO STRENGTH WELD.
2. GRIND ALL WELDS, BURRS, SHARP EDGES SMOOTH.
7/F-D SURFACE PREPN: SSPC-SP3 MATERIAL: A36 U/N ELECTRODES: E70XX
8 PAINT BLACKENED BY OTHERS HOLES: 13/16 BOLTS: A325
A.E.S.S. 5.. ;w
AL'S WELDING S��tEOFSiFFF4
& STEEL FABRICATION CERTIFIED
Q FABRICATOR
K 222 DOWNIE RD., CHEHALIS, WA 98532
�sskALL:ryo4`r Tel: (360) 740-8020, Fax: (360) 740-8826MDED
DEC 10 1019 JOB
C-�P VA'Oho Twality Middle School
CUSTOMER TRIPLETT WELLMAN DRAWN BY: HH
DRAWING N0. REF. E DRAWING N0. CHK'D BY:
A 12/05/2019 For Approval T1713 E152 GX
REV, DATE DESCRIPTION BY CHKD BY PROJECT N0. 1930 DESCRIPTION: GUARDRAIL REV. ik
BILL OF MATERIAL _
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
1 GUARDRAIL
3
T1714 1 FL72"X3" 33-912" 172 A36
1 2 fT1714 T1714 3 aa7515 12 SHTIOGAXIX118 T-812" 35 A36
aa7542 18 SHTI0GAX1X7/8 4'-7" 66 A36
a81556 - 8 SHTI0GAXIXI/6 T-712" 17 A36
M1508 3 12 GA WOVEN VIRE MESH 4'-6 12" 249 STAINLESS
p1595 aa1515 1 p1540 m1510 6 12 GA WOVEN WARE MESH 4$' 12" 510 STAINLESS
4
p1540 10 FI-12"X3" 4'-7" 234 A36
p1540 -Ji p1543 1 FL72"X3" 33'-912" 172 A36
p1593 18 SHT70GAX1" 4'-T' 34 A36
p1595 12 SHT10GAXI" T-812" 19 A36
p1597 6 SHTIOGAX1" 3'-712" 9 A36
TOTAL WEIGHT THIS DRAWING 1517
FIELD BOLTS
-m1510
p1595 --as 1515
p1543
p1543 -/xx
B-B C-C
r P 1540 r p1540
p1540 T1714 p1540 p1540 -\ /� p1540 ' p1540 rp1540 p1540 3
1
p1540 -/ N
12
A-A
33'-02
3@3'-9=11'-3 3@3'-8=11'-0 3'-9 3'-9 3'-91h 3
Cl A
q T1 714 Al
P159ar p1595 -as 1515 �as 1556 aal556 aa1556 -aa1515 p1595 p1595
-aa1515 -aa1515 p 1595 p1597 P1597 � `p1595 -as 1515 -aa1515
p1597
aa1542 - -aa1542
p1593 p1593 p1593 p1593
v aa1542 _ m1510 p1593 p1593 p1593 aa1542 - \
m1510 -aal542 -aa1542 �� m1508 P1593 aa1542 aa1542 - i p1593 �� -aa1542
i m1510 -aa1542 p1593 m1508 aa1542 /-aa1542 m1510 aa1542 -
-p1593 P1593 aa1542 — _ aa1542 -
p1593 aa1542 p1593 p1593 m1510
m1510 p1593
-aa1542 m1508 p1593
aa1542 --
p1593
1595 -aa1556 p1595 -aa1515
P1595 P1595 P �aa1556 1 1 r aa1515
�aa1515 �aa1515 raa1515 �aa1556 p1597 p1597 aa1515 rpl595 1 p1595
I Z-,1597
l 11L— 1
- - - - �
p1540 i
P1540 p1540 p1540 p1540 P1540 P1540 P1540
3 p1540
P1543
ONE - GUARDRAIL T 1714 SHOP NOTE:
1. SEAL WELD IN ADDITION TO STRENGTH WELD.
2. GRIND ALL WELDS, BURRS,SHARP EDGES SMOOTH.
7/E-D SURFACE PREPN: SSPC-SP3 MATERIAL: A36 U/N ELECTRODES. E70XX
&PAINT BLACKENED BY OTHERS HOLES: 13/16 BOLTS: A325
�ti P* L std+
'� AL'S WELDING EOFSIfE
A.E.s.s. � � � NCERTIFIED
r w : & STEEL FABRICATION —
" "3W82 ,<* � Q FABRICATOR
222 DOWNIE RD., CHEHALIS, WA 98532
NAL V. Tel: (360) 740-8020, Fax: (360) 740-8826 IeE`
DEC 1 0 2019
E7�P lO�io/2o JOB
Twality Middle School
CUSTOMER TRIPLETT WELLMAN DRAWN BY: HH
DRAWING N0. REF. E DRAWING N0. CHK'D BY:
A 12/05/2019 For Approval T1714 E152 GX
REV. DATE DESCRIPTION BY CHKD BY PROJECT N0. 1930 DESCRIPTION: GUARDRAIL REV. I
BILL OF MATERIAL
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
1 GUARDRAIL
T1720 1 FL72"X3" 20'-112" 103 A36
113/4 111-0 a'-0 19'-010 as1538 1 SHTIOGAXIXI/8 3'-113/16" 3 A36
aa1539 8 SHTI0GAX1Xt/8 4'-87/8" 29 A36
12 3'-5th 3'-6 3'-61& 51& aa1540 I SHTIOGAx1X18 2'-713116" 2 A36
-- aa1541 5 SHTIOGAXIXI/8 4'-1" 16 A36
3/g 11 aa1542 3 SHT10GAX1X1/8 4'-7" 11 A36
p1503 aa1543 2 SHTIOGAXIXIM V-1112" 6 A36
aa1549 1 SHT10GAX1X1/8 3'$15/16" 3 A36
7?;3a as1550 I SHTIOGAXIXI/8 3'-615116" 3 A36
p1569 p1585 �P1502 '7 4-8 16' 1�'0 aa1551 1 SHTI0GAX1X1/8 0'-57/8" 0 A36
aa1552 1 SHTI0GAX1X1/8 0'53/8" 0 A36
4'-0 T-84163'-Bgltg 3'-814 3'-8+1/16 3'-813/is
aa1553 1 SHT10GAXIXIIB V-33/8" 1 A36
p1570 P1573 - aa1554 2 SHTIOGAXIX118 4'-015/16" 6 A36
n� m1511 3 12 GA WOVEN WIRE MESH 6'4" 250 STAINLESS
A p1519 A p1585 V
m1512 1 12 GA WOVEN WIRE MESH 4'6 12" 91 STAINLESS
mD m1525 1 12 GA WOVEN WIRE MESH 5'6 7/16" 81 STAINLESS
12
m1526 1 12 GA WOVEN WIRE MESH 8'-i7/16" 83 STAINLESS
p1502 i FLi/4"X12" 12'311/16" 5 A36
11& 3 B p1503 1 FL1/4"X12" 0'-1112" 0 A36
p1585 �aa1 3 - p1504 i FL1/4"X12" 21'-215/16" 9 A36
12-3A p1617 I HILTI KB-TZ x 0'-3 / p1 24 P1505 1 FL114"X12" a'-0 18^ 2 A36
p1579 2 FL12"X3" 0'6" 5 A38
p1520 1 FL12"X3" t'4" 7 A38
p1585 -4--lop - — P1524 1 FL12"X3" 4'6" 23 A36
/ / / p1525 1 FL12"X3" 461/8" 23 A36
P1505 - P1`W -/ j aa1550 �T1720
p1528 I FL12"X3' 18'-73/4" 95 A38
-
p1571 P1593 �O p1601 p1540 2 FL1/2"X3" 4'-7" 47 A36
/
aa1542 - p1544 4 FL12"X3" 4'-71/8^ 93 A36
aa1542
p1593 p1546 1 FL12"X3" 3'-1112" 20 A36
`- m1512 p1585 \ / ?OL7� p1569 1 FL318"X1 12' 0'-11 3/8" 2 A36
P1540 aa1542 1 aa1541 J J p1570 1 FL3WX2" 2'-103/8' 7 A36
-p1593 m1526 P1604 J ?7,?7 p1571 1 FL3/8"X112" 4'-01/16" 8 A36
aa1543 aa1551 aa1539 6
p1600 o P1572 7 FI-3/8"X2. 2'-107/18" 7 A38
-p1617 p1602 P1603 -! P1603 p7573 1 FL38"X112• 72'-311/16" 24 A36
It m1511
-- -.-. --aa1549 aa1539 p1585 \ a a P1574 1 FL3/8"X112" 21'.4" 47 A36
p1525
aa1554 -T p1585 9 FL38"X3" O'-215/16" 5 A36
p1540J/ aa1539 � p1596 9 p1588 1 FL3I8"X3" 0'-3' 1 A36
p1603 -aa1539 a p1593 3 SHTIOGAXI" 4'-7" 6 A36
D I aa1541 .-p1603 p1596 2 SHX1
TIOGA " 4'-0 15/18' 3 A36
lJil �LJJ�
P1544 i/�p1604 m1511 p1585 -/ o c p1598 1 SHTI0GAX1" 1.38"3 1 A36
o p1599 1 SHTIOGAXI" 0'5 3/8" 0 A36
p1526 p1604 / - - P1600 1 SHTIOGAXI" O'5 78" 0 A36
P1603 aa1541 -/
g \ 1" p1801 1 SHTIOGAXI" 3'615/18" 2 A38
aa1554 aa1539 - p1602 1 SHTIOGAXI" 3'615116" 1 A36
p1544 J - p1596 \-aa1539
p1585
-pl504 p1603 8 SHTIOGAXI" 4'67/8• 15 A36
-� � � \/
p1603 �m1511 p1604 5 SHTIOGAXP 4'-1" a A36
aa1541 J
p1817 2 SHTIOGAXI" 3'-1112" 3 A38
aa1539 - p1604� P1818 1 SHTIOGAXI" 2'-7 73/18" 1 A36
p1574 J p1619 1 SHTIOGAXI" 3'-11 3/16" 2 A36
p1604 p1603 p1603
aa1541 aa1539 p1585 -
p1544 / -
�m1525 TOTAL WEIGHT THIS DRAWING 1156
p1619 FIELD BOLTS
4
p1618 aa1538 - � P1546 P1572 6 38" •HILTI KB-TZ X F3"'v
/ aa1540 0
p1544 p1598 F F a
E aa1553 1 E
p1520 L55 3 p1519 11h
2- I HILTI KB-TZ x 0'-3 2- •HILTI KB-TZ
xP w
3 3Iq ��291 N`\ 44
p1524 ' 2 13Y4 p1524 1 A
!f.
p1505 f L E. 0
p1505 DEC 1 0 2019
p1617 p1540114 p1571 ONE - GUARDRAIL T 17 2 O SHOP NOTE: /0/20
1. SEAL WELD IN ADDITION TO STRENGTH WELD.
aa,y,3 ah 2. GRIND ALL WELDS, BURRS,SHARP EDGES SMOOTH.
1586
7-8/E-D SURFACE PREPN: SSPC-SP3 MATERIAL: A36 U/N ELECTRODES: E70XX
p1571 p1540 t &PAINT BLACKENED BY OTHERS HOLES: 13/16 BOLTS: A325
ty 4 P
1 p1586
A.E.S.S. AL'S WELDING -
5��1�EOi SIfE/�o
y�= CERTIFIED
& STEEL FABRICATION -1 Q FABRICATOR
222 DOWNIE RD., CHEHALIS, WA 98532
Tel: (360) 740-8020, Fax: (360) 740-8826 x FOONOEO\q1\
p1520 p1548
112 3 11& 1A m1512 P1526 r 112 3 1 11t&
p1570 P1502 a JOB
7 • p1572 Twality Middle School
Nr TYP
P1617 C4,aa1543 5 5CUSTOMER DRAWN BY HH
G
p1573 tlt rC ''
p1507 p1519 112 � TRIPLETT WELLMAN
G 7 p1525 p1525 p1519 DRAWING NO. REF. E DRAWING NO. CHK'D BY: GX
AA=A 66=6 C-C p-p EE=E FFF A 12/05/2019 For Approval T1720 E152
PROJECT NO, DESCRIPTION: REV.
REV. DATE DESCRIPTION BY CHKD BY 1930 GUARDRAIL
BILL OF MATERIAL
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
1 PLATE
T1721 1 FL3/8"X11/2" 21'-3" 41 A36
p1502 1 FL1/4"X72" 12'-311/16" 5 A36
p1503 1 FL1/4"X1/2" 0'-111/2" 0 A36
p1504 1 FL1/4"X1/2 21'-215/16" 9 A36
p1505 1 FL1/4"X12" 4'-0 1/8" 2 A36
P1519 2 FL12"X3" 0'4" 5 A36
35'-0
p1569 1 FL3/8"X112" 0'-113/8" 2 A36
p1570 1 FL3/8"X2" 2'-103/8" 7 A36
113/4 111-0 a'-0 19'-014
P1571 1 FL3/8"X112" 4'-01/16" 8 A36
�g 11 p1572 1 FL3/8"X2" 2'-107/16" 7 A36
2'-014 5'-0 3'-11314 1'014 2-11314 2'-014 6'-0 6'-0 5'-0
- _ p1573 1 FL3/8"X7 12" 12'-311116" 24 A38
p1503
p1587 5 PL3/8"X2 5/8" 0'-2 15/16" 2 A36
p1569
� p1588 1 FL3/8"X3" 0'-2 5/8" 0 A38
p1590 6 FL3WX212" 0'-212" 4 A36
p1502
a
r p1590 —� TOTAL WEIGHT THIS DRAWING m
FIELD BOLTS
0 12 1 1W •LEG SCREW X 0'-5"
p1570 p1587 = 4 318" •HILTIKB-TZ X 0'-3"
�p1519P �4 p1573
,�JW' TYP TYP
in
12
J
Lhf�>r
p1587
11¢ 3
p1590
2- RHILTI KB-TZxO'-3 D
P1505
p1571 I
�-p 1587
P1590 p1588
314 34
p1590 J ♦\ P1504
D
T1721
0
F,
p1590 J
p1587 J q
q p1587
p1590 1
1y�5h s>a,
2-14 0 LEG SCREWx0'-5
0'-5
TYP
p1572
q ar
N c
Fjsf04i CF,f���,a
p1519 g 11h -AL
DEC 1 0 1019
2- •HILTIKB-TZ xO'-3
ONE - PLATE T1 721 SHOP NOTE:
1. SEAL WELD IN ADDITION TO STRENGTH WELD.
2.GRIND ALL WELDS, BURRS,SHARP EDGES SMOOTH.
7-8/D SURFACE PREPN: SSPC-SP3 MATERIAL: A36 U/N ELECTRODES: E70XX
&PAINT BLACKENED BY OTHERS HOLES: 13116 BOLTS: A325
13/4
P1505
p1590 A.E.S.S. AL'S WELDING
S,\`JEEOFSTff/�o
14 11h 3 11h 11h 3 1112 p1571
p1570 p1519 p1519 p1572 : / ` CERTIFIED
p1 � 2 p1588 ;4 & STEEL FABRICATION = Q FABRICATOR
222 DOWNIE RD., CHEHALIS, WA 98532
TYP � NN *FOUNOE019ti\
N p158a Tel: (360) 740-8020, Fax: (360) 740-8826
G rr p1588 14 14 14
T1721
p1570' 1 7 7 1 P1572 1 JOB
G
G B- 13 D-D Twality Middle School
CUSTOMER TRIPLETT WELLMAN DRAWN BY: HH
DRAWING N0, REF. E DRAWING N0. CHK'D BY:
A 12/05/2019 For Approval T1721 E152 GX
REV. DATE DESCRIPTION BY CHKD BY PROJECT NO. 1930 DESCRIPTION: HANDRAIL REV. 1
BILL OF MATERIAL
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
1 GUARDRAIL
T1724 1 FL1/2"X3" 21'-71/4" 110 A36
22'-71/2 881508 1 SHT10GAXl Xl/8 T-81/4" 3 A36
aa1509 1 SHTI0GAX1X1/8 5'•13/16" 4 A36
21'-71/4 aa1510 1 SHTI0GAX1X1/8 3'-31/16" 3 A36
881511 1 SHTIOGAX1X1/8 4'-112" 3 A36
113/4 15'-01/4 aa1512 I SHTI0GAX1X1/8 8'-1111!16" 6 A36
3'-8314 3'-9 3'-9 T-9 3'-9 2'-101& aa1513 f SHTIOGAx1X1/6 W-11 711W 4 A36
aai514 2 SHT10GAXlXl/8 4'-13/4" 7 A36
aa1515 5 SHTI0GAX1X1/8 T-812" 15 A36
1 01/4 I aa1516 1 SHTIOGAXIX118 8'-10 3/16" 7 A36
3/8 11% aa1517 I SHT10GAXIXIIB 6'-1115M8' 6 A36
a81518 1 SHTI0GAX1X1/8 8'-107/16" 7 A36
aa1519 I SHTIOGAXIX118 4'-03/16" 3 A36
p1503
� \ \ \ ae1520 5 SHTIOGAXIX118 10'-0" 42 A38
p1640 aa1508 -p1595 aa 1515 \-P1595 aa1515 p1595 aa1515 -p1595 aal515
� \ aa1521 1 SHTI0GAX1Xil8 0'-17/18" 0 A38
-P1626 aa1522
881522 2 SHT70GAXiX1/8 2'-912" 4 A38
p1569 - p1589 - m1518 1 12 GA WOVEN WIRE MESH 5'-0 9/16' 77 STAINLESS
�
—aa1513 m1519 1 12 GA WOVEN WIRE MESH 6'-111/16" 112 STAINLESS
Y C j —P1636
m1520 1 12 GA WOVEN WIRE MESH 81-9 9/18" 147 STAINLESS
m1521 1 12 GA WOVEN WIRE MESH 10'•712' 149 STAINLESS
P1591 aa1510 m1522 1 12 GA WOVEN WIRE MESH 10'-712" 199 STAINLESS
o —p1639
m1523 1 12 GA WOVEN WIRE MESH 10'-7 1/2" 183 STAINLESS
iN m1518 -aa1517
p1514 _. C p1503 1 FLIM"X12" 0'-1112" 0 A36
l• p1506 1634
' P P1508 1 FL114"X12" 18'-91/4" 7 A36
P1589 P1514 1 FL12"X3" T-312" 17 A36
D D aa1518
—p1637 p1547 2 FL12 -""X3" 0' 5 A36
� 881511 aa1509 p1631 ♦ p1558 1 FL1rz^x3" 8'-9" 34 A36
p1638 p1575 ♦ p1633 p1557 1 FL12"X3" 18'•7" 85 A36
p1591 p1547 \ m1520 m1521 p1558 3 FL12"X3" 10'-8" 163 A36
p1592 _ ♦ aa1516
4p ap P1559 1 FL1rz"X3" 8'-107/16" 45 A36
-m1519 1? p1625 P 1625 P1625 ---
- - - p1580 1 FLirz"X3" 8'-11 15/18" 38 A36
p1589 -- m1523 aa1520 aa1520 aa1520 --- _ P1561 1 FL12"x3" 5'-17110" 26 A36
p1569 1 FL31WXI 12• V-11318" 2 A36
p1557 - p1632 aa1512 -
p1575 1 FL318"X11/2" 18'-95H8" 32 A38
CP
aa1514 P1635 - p1625 6 P1589 4 FL318^X3" 0'-215/18" 2 A36
A P1591 1 FL3/8"X2" 2'-10 3/8" 7 A36
aa1520
p1625 — P1592 1 FL3/8"X2" 2'-107/18' 7 A36
♦
a1520 P1595 5 SHTIOGAXI" T-812' 8 A36
a
B —m1522 P1625 5 SHTIOGAXI" 1V_r 23 A36
p1589 p1626 2 SHTIOGAXI" 2'-912" 2 A36
p1632
p1629 1 SHTIOGAXI" 0'-17/16" 0 A36
p1560 — / 881514
/ p1830 1 SHTI0GAX1" 4'-03/18" 2 A36
p1631 1 SHTI0GAX1" 6'-107116" 4 A36
p1632 2 SHTI OGAXI" 4'-1314" 3 A36
p1633 1 SHTIOGAXI" 8'-10 3/16" 4 A36
--- p1634 1 SHTIOGAXI" 8'-1115116" 3 A36
p1635 1 SHTIOGAXI" 6'-1111/16" 3 A36
p1836 1 SHTIOGAXI" 5'-17/16" 2 A36
p1630
� p1837 1 SHTIOGAXI' 4'-112" 2 A36
p1559 aa1519 p1638 1 SHTIOGAXI' 5'-13/16" 2 A36
�q p1639 1 SHTIOGAXI" 3'31/16" 1 A36
0
p1840 1 SHTIOGAXI' 3'$iM" 2 A38
p1592 N
aa1522
881515
E E -p1595 - p1626
p1558 TOTAL WEIGHT THIS DRAWING 1821
11558 - r jr
FIELD BOLTS
p1558
p1547 Vp1556
tiww �
T1724 -
s pq
K a
2 1
T1724 14 P1561 s�,SSfOAFAL
DEC I 0 1019
881508 p1640 p1561
ONE - GUARDRAIL T1724 SHOP NOTE
1. SEAL WELD IN ADDITION TO STRENGTH WELD.
1314 2. GRIND ALL WELDS, BURRS, SHARP EDGES SMOOTH.
13/4
1 O/C-B SURFACE PREPN: SSPC-SP3 MATERIAL: A36 U/N ELECTRODES: E70XX
p1506
p1506 p1575 8 PAINT BLACKENED BY OTHERS HOLES: 13/16 BOLTS: A325
p1575 p1589} A.E.s.s. AL'S WELDING ��p1f OF SifEf
p'� & STEEL FABRICATION NCERTIFIED
Q FABRICATOR
p1569 1/4 222 DOWNIE RD., CHEHALIS, WA 98532 *FOONUE0191
Tel: (360) 740-8020, Fax: (360) 740-8826
m1518 C' p1506 - � � G
`
p1506 p1547 p1547
01 r JOB
881511 p1637 G
_" "' Twality Middle School
p1575 11& 6 p1592
p1591 6 CUSTOMER DRAWN BY: HH
p1557 p1557 TRIPLETT WELLMAN
A-A B- B C C D-D E- E DRAWING NO. T1724 REF. E DRAWING NO. E151 CHK'DBY: GX
A 12/05/2019 For Approval
REV. DATE DESCRIPTION BY fCHKD BY PROJECT NO. 1930 DESCRIPTION: GUARDRAIL REV. Q
BILL OF MATERIAL
MARK CITY DESCRIPTION LENGTH WEIGHT REMARKS
1 GUARDRAIL
T1728 1 FLU2"X3" 16'-5 5/8" 84 A36
aa1530 7 SHTIOGAXIXI/8 L1X1X10GA T-25/8" 18 A36
aa1532 4 SHT10GAXIXIIS L1X1X10GA 3'-0314" 10 A36
aa1533 4 SHTIOGAXIX1/8 L1X1X10GA 3'3" 10 A36
aa1534 1 SHT10GAXlXI18 LIXIX10GA 4'-03/8" 3 A36
21'-0112aa1535 6 S14TIOGAXIX118 L1X1X10GA 4'-11/18" 20 A36
aa1536 1 SHT10GAXlXI18 L1X1X10GA 3'-1113118" 3 A36
IW-8314 8'-33/4 aa1537 1 SHTIOGAXIXI/8 LIXIX10GA 0'-19/18" 0 A36
W553 1 SHTIOGAXIX1/8 L1X1X10GA 3'3" 3 A36
3'-8% 3'-83/s 3'-83/8 3'-83/$ Y-114 3'-13/4 m1513 4 12 GA NADVEN WRE MESH 5'S V2" 234 STAINLESS
M1515 2 12 GA WOVEN HARE MESH 3'-2 1/2" 99 STAINLESS
418 15 113/4
p1503 1 FL114"X1/2" 0'-,1 1/2" 0 A38
2�gA.�6 p1508 1 FL114"Xt/2" 0'-4 3/16" 0 A36
11-0 p1510 1 FLIWXlrr 16'-93/8" 7 A36
p1528 1 FL1/2"X3" 6'4 5116" 32 A36
F-p1530 D p1529 1 FLi/2"X3" 16'53/18" 84 A36
p1530 1 FL,/2"X3" 6'3314" 32 A36
p1547 1 FL7/2"X3" 013 A36
1503 S"
r P �� 1 1611 !—P1611 p1549 3 FU/2"X3" 3'3" 50 A38
P
aa1532 aa1532 p1552 3 FLi/2'X3" 3'-27/8" 49 A38
V p1569 p1553 1 FL1/2"X3" 3'-33/16" 17 A36
\—m1515 P1569 1 FL318"X1 W" 0'-113/8" 2 A36
p1586
�m1515 p1576 1 FL3/8"X11/2" 0'41/4" 1 A36
aa1533
- p1610 --� v P1578 1 FL3/8"X1 1/2" 18'-9 5118" 32 A38
—p1609 —P1610881533 p1585 4 FL3/8"X3" 0'-215/18" 2 A38
� aa1534o aa1533
aa1563 J aa1533 p1586 1 FL318"X3" 013" 1 A36
16y p1641 — �—p%10 a p1610 — p7549 p1591 1 FL3/8"X2" 2'-103/8" 7 A36
�p1611 p1606 1 SHTIOGAXI^ 3'-1113/16" 2 A36
G\N m1513 p1628 P1591 aa1532 P1611
Nei— p1585 -1-11537 � / / -1-11532 P1807 8 SHTIOGAXI^ 4'-1 1/18" 10 A38
\ / / p1608 7 SHTIOGAX1" T-2 SW 9 A36
aa1530
� p1809 1 SHTI0GAX1" 4'-0 3B' 2 A38
-1-11535 -1-11530
—p1608 -1-11536 / B B� P P1610 4 SHTIOGAX1" T-3" 5 A36
-p1549 p1528
F.
�- 1607 P1608 —�\ p1606 —\ p15549 J — P1811 4 SHTI0GAX1" 3'-0 314" 5 A38
P p1547 D
p1591 P1828 1 SHTI0GAX1" 01-19/18" 0 A36
9 R\ — p1841 1 SHTIOGAX1" T-3" 1 A36
P` p1585 `m1513
40 —p1608 p1552 TOTAL WEIGHT THIS DRAWING 837
ao �aa1530 FIELD BOLTS
o
T1 726 —p1607
-1-11535
—
-1-11535 aa1530 � p1607 C
p1608 —
6gM6
P1510 p1585 �m1513
1
p1578
aa1530 `p1552
—p160735 �P1608 aa1535
� p1508 aa1530 � p1607
12
p1608 J
m1513
7 p1585
P1576
aa1530
� —p1608 —p1552
`7
ih
r p1607 —\
<V �
aa1535
p1529
p1553
VU E
k : K �r�
X
3&.''82 G`gti 44,
s70jVAL
DEC 1 0 2019
3
E7�P to/io�2o
13/4 3
T1726 SHOP- GUARDRAIL T1726 TE:
2 1 11.. SEAL WELD IN ADDITION TO STRENGTH WELD.
p1530 2. GRIND ALL WELDS, BURRS,SHARP EDGES SMOOTH.
P1510
f3 : 10-11/C-B SURFACE PREPN: SSPC-SP3 MATERIAL: A36 U/N ELECTRODES: E70XX
p1578 1 P1`^+52 -1-11532 p1611 &PAINT BLACKENED BY OTHERS HOLES: 13/16 BOLTS: A325
4
L1X1X10GA
p1585 1
pA.E.S.S. AL'S WELDING \�p�E�Sfff
1585 —p1552
G
& STEEL FABRICATION = NCERTIFIED
p158 1 222 DOWNIE RD., CHEHALIS, WA 98532 Q FABRICATOR
G Tel: (360) 740-8020, Fax: (360) 740-8826 0
1/4 m1515
P1510
P1510 P1547 JOB
.Lr ,p -1-11532 p1611
N co L1X1X10GA Twality Middle School
p1578 1112 CUSTOMER DRAWN BY:
�P,529
p1591 p1528 TRIPLETT WELLMAN HH
A-A B_B C-C DDD
DRAWINGN REF. E DRAWING 110. CHK'D BY:
A 12/05/2019 For Approval T1726 E151 GX
REV. DATE DESCRIPTION BY CHKD BY PROJECT NO. 1930 DESCRIPTION: GUARDRAIL REV. Q
BILL OF MATERIAL
MARK CITY DESCRIPTION LENGTH WEIGHT REMARKS
I GUARDRAIL
T1729 1 FL1/2"X3" 15'-611/16" 79 A36
aa1530 8 SHT10GAX1X1/8 3'-25/8". 21 A36
aa1531 8 SHT1GGAX1X1/8 3'-10" 24 A36
m1514 4 12 GA WOVEN WIRE MESH S'-2 7/16" 219 STAINLESS
P1506 1 FL1/4"X1/2" 16'-91w 7 A36
P1511 1 FL1/4"X1/2" 04" 0 A36
P1519 1 FLi/2"X3" 0'-6" 3 A36
p1532 1 FL1/2"X3" 1w-6 15/16" 79 A36
p1552 4 FL1/2'X3' T-2 7/8" a8 A36
p1553 1 FL1reX3" 3'-3 3/16' 17 A36
15'alb
— -- --- --------- - - D7572 1 FL3B"X2" 2'-107/18' 7 A36
71/8 13'-11 p1575 1 FL3/8"X11/2" 161-95/16' 32 A36 r
T-5% 3'-55/6 T-5% 3'-61tp1579 1 FL3/8"X11/2" V-37/8" 1 A36
P1585 5 FL3WX3" 0'-215/16" 3 A36
P1606 8 SHTI0GAX1" T-2 5/8" 11 A36
37/8 p1612 8 SHTI0GAX1" 3'-10' 13 A36
TOTAL WEIGHT THIS DRAWING 581
FIELD BOLTS
e p p1511 2 3B" •HILT]ISTZ X 0'-3"
i&
' p1579 a
i
p1585 -
1612\
p1608 P 1 \ 'q
aa1531 - a
N -aa1530 C
�m1514 —p1506 �7tie dig
p1585 —
p1612 i
�aa1531 aa1531
P1608 ; CO D
p1552 i P1612 aa1530 — p1608 P1575 —
/—aa1530 10
m1514
a \ i
p1585 —
p1612
i
p1532 —aa1531 aa1530 — aa1531
m
p1552 p1612 P1 p1608 a o
—aa1530
M1514
C i°L!:�. p1585
12 �
aa1531612
p1552 �P1612 aa1530 p1608 aa1531 —�
p1608 � � \
—aa1530_ 1
�--u m1514 J
P1585 —
aa1531
p1612 �t
P1608
p1552 � � �
aa1530 —
p1572
N
p1553
_s rlWE
B 7c
y
1519 a
I P 3 11& p1572WAL 1
�tONAL
DEC 1 0 2019
3
3 SHOP NOTE:
13/4 ' ONE - GUARDRAIL T 17 2 9 1. SEAL WELD IN ADDITION TO STRENGTH WELD.
2. GRIND ALL WELDS, BURRS, SHARP EDGES SMOOTH.
T1729 p1506
10-11/C-B SURFACE PREPN: SSPC-SP3 MATERIAL: A36 U/N ELECTRODES: E70XX
p1506 p1552
14 p1575 &PAINT BLACKENED BY OTHERS HOLES: 13/16 BOLTS: A325
p1612
aa153114 P1585 A.E.S.S.
p1575 P, 82 P,585 AL'S WELDING E9F:7E��
4 � NCERTIFIED
p1w5 & STEEL FABRICATION
= Q FABRICATOR
14 G 222 DOWNIE RD., CHEHALIS, WA 98532 ., ,•
5� 114 3 11h m1514 Tei: (360) 740-8020, Fax: (360) 740-8826
P1506G P1519
r 0506 r JOB
-
p1612 /—aa1531 Twality Middle School
p1575 r' 'v
p1572 CUSTOMER DRAWN BY: HH
P,53z � P1532 � TRIPLETT WELLMAN
A-A B- B C-C DD-D
DRAWING N0. REF. E DRAWING N0. CHK'D BY:
A 12/05/2019 For Approval T1729 E151 GX
REV. DATE DESCRIPTION BY CHKD BY PROJECT NO. 1930 DESCRIPTION: GUARDRAIL REV. Q
BILL OF MATERIAL
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
1 GUARDRAIL
T1730 i FL12"X3" 15'-101/16" 81 A36
aa1523 3 SHT10GAXIXI/B 3'312" 8 A36
aa1524 3 SHT10GAXIXI/B T-2" 8 A36
aa1525 1 SHT10GAXIXI/B 3'-21/16" 3 A36
aa1526 1 SHTI0GAX1X1/8 3'-213/18" 3 A36
aa1527 8 SHTI0GAX1XI/8 3'-25/8" 21 A36
aa1528 8 SHTIOGAXIXI/8 3'-103/4" 25 A36
20'-93/4 aa1529 1 SHTIOGAX1Xi/8 0'-21/18" 0 A36
M1516 4 12 GA WOVEN WIRE MESH 5-3 IW 223 STAINLESS
6-73/4 14'-2 m1517 2 12 GA WOVEN WIRE MESH 3'3" 104 STAINLESS
p1503 1 FL1/4"X12" 0'-111/2" 0 A36
3'-4 3'-37� 3'-67/16 3'-65/16 3-65/16 T-613/16 P1506 1 FLIM"X12" 16'-91/4" 7 A36
P1519 1 FL12"X3" 0'-6" 3 A36
p1535 1 FL12"X3" V-65/18" 33 A36
1'-0 p1536 1 FL12"X3" 15'-117/8" 82 A36
/y p1537 1 FL12"X3" 8'-7 3/4 34 A36
�p1537 p1547 1 FLIM"X3" 01-8" 3 A36
p1552 4 FLIZX3" 3'-27/8" 66 A36
p1553 1 FL12"X3" 3'-33H8" 17 A38
/ p1503 p1554 2 FL12"X3" 3'-2" 32 A36
p1624 /
— J P1569 1 FL3/8"X112" 0'-113/6' 2 A36
p1624 aa1523
aa1523
p1572 1 FL3/8"X2" 2'-10 7/18" 7 A36
p1569
1 p1589 � p1575 1 FL3/8"X712" 18'-95/18" 32 A36
aa1524
m1517 aa1528
M - p1623 � � B� p1589 5 FL3/8"X3" 0'-215/18" 3 A36
M m1517 aa1524 aa1526 P1620 - p1506 P1591 1 FL3/8"X2" 2'-103/8" 7 A36
40 aa1527
p1623 - p1623 o p1621 -p1608 p1575 -- P 8 SHTIOGAXI" 3'-2 5/8" 11 A38
p p1620 8 SHTIOGAXI" T-103/4" 13 A36
aa1524 p1621 1 SHTIOGAXI" 3'-213/16" 1 A36
p1591
-p1624 --p1622 p1627 m1516 p1622 1 SHTIOGAXI" 3'-21/16" 1 A36
aa1523 aa1525 aa1529 - I p1589 p1623 3 SHT10GAXI" Y-2" 4 A36
1 �
aa1528 p1624 3 SHTIOGAXI" 3'3 12" 4 A36
p1554 D aa1528 P1620 - P1627 1 SHTI0GAX1" 0'-21/16" 0 A36
p1554 \f1/v
p1535 p1620 p1608 -p1608 C.
p1552 - � aa1527
p1647 �aa1527 1\\
P1591 `m1516 C/ TOTAL WEIGHT THIS DRAWING 835
A FIELD BOLTS
P1536 p1589 2 ]3fir /HILTI KB TZ X 0'3"
aa1528 p1620
p1552 -p1620 P1608 - aa1528 Y
� b
aa1527
B� p1608 �..
-aa1527 -m1516 10
p1589
�y p1620 p1620
F P1552 aa1528 P1608 - aa1528
aa1527 �aa1527
�p1608
m1516
p1589 -'
aa1527 -
p1552 aa1528 p1608 -
p1620
0
fV
�'-p1572
p1553
W EL
_ W
1519
P 3 11h P1572 � � ,_ ¢4�•
2- •HILTI KRAL VIZ
BTZxO'-3 ss/ONALt-
DEC 1 0 2019
3 1314 3 ONE - GUARDRAIL T1730 1. SEAL TE
1. SEAL WELD IN ADDITION TO STRENGTH WELD.
p1537 2 1 TW30 2. GRIND ALL WELDS, BURRS, SHARP EDGES SMOOTH.
p1506 L 1 1 -1 2/C-B SURFACE PREPN: SSPC-SP3MATERIAL: A36 U/N ELECTRODES: E70XX
441523P1575 ,/
&PAINT BLACKENED BY OTHERS HOLES 13/16 BOLTS A325
-- P1624 ,/4 P1552
P1589 1 A.E.S.S.
14 AL'S WELDING
p,552
S„�EOFSI[fCo _
p1589 y�A vCERTIFIED
& STEEL FABRICATION
Q FABRICATOR
p1589 , 1 222 DOWNIE RD., CHEHALIS, WA 98532
1/4 Tel. (360) 740-8020, Fax: (360) 740-8826 Fo°"°En 191
m1517 `% �g G 11h 3 11h
p1506 - 6
p1508 P1547 P1519
,�, JOB
aa1523 p1624 ;V G �' te r+
N tq
N
Twality Middle School
p1575 11h r ra r
P1591 7 p1572 CUSTOMER TRIPLETT WELLMAN DRAWN BY: HH
p1535 - p1536
A-A B _ B CCC DD=p E- E
DRAWING N0. REF. E DRAWING N0. CHK'D BY:
A 12/05/2019 For Approval T1730 E151 GX
REV. DATE DESCRIPTION BY CHKD BY PROJECT NO. 1930 DESCRIPTION: GUARDRAIL REV. Q
BILL OF MATERIAL
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
1 STAIR
m2500 P25 -p2575 T2604 1 HSS12X4X1/4 16'-11• 409 A500-GR.B
m2507
/ p2505 aa2502 1 L3X3X3/8 8'-13/8" 44 A36
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —p2504 aa2503 1 L3X3X3/8 T-61/8' 40 AM
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
bp12505 i BPI-1/4747/16- T-0" 28 A36
LB II II II II II II II II II II II II II II
4 It II II II II II II II II II II II II II B bp12508 13 SHTI2GAX211/18" T-0" 827 A38
II I I I I I I I I I I 13 I 11 I I I 11 11 I I bp12507 1 SHT12GAX22 7/16" T-0" 68 A36
5 II II II II II II IS 1 II II II it II II
bp12508 1 SHTI2GAX25 5/8" T-0" 77 A38
II II II II II II II II II II II it II II
m2500 1 HS812X4X5/8 T-0 5/8" 394 A500-GR.B
aa2503 II II I I I I II II I I I II I m2504 1 HS812X4X7/4 8'-53/4" 158 A500-GR.B
II II II II II II II II II II II II II II I m2507 1 HSS12X4X5M 17'-15/16" 955 A500-GR.B
II II II II II II II II II II II II II II I
II I I I I I I I I I I I I I I I I I i t I I I I p2504 1 FU/4"X4" 0'-2 3/8" 1 A36
II II II II II II II II II II II II II II I p2505 1 FL7/4"X4" 9-612" 2 A36
II II II II II II II II II II II II II II I
II II II II II II II II II II II II II II I I- p2511 1 FL12"X4" 1'-17/16" 8 A36
II 11 II 11 11 11 II II 11 II 11 II II 11 I 13- bp12506 p2560 1 FL5/8"X4' 0'-512" 3 A36
II 11 II 11 11 11 II 11 11 II II 11 II 11
P2575 1 PL3/876" 01-6 12" 4 A38
II II II II II II II II II II II II II II I
II II II II II II II II II II II II II I bp12505
II II II 11 II II II II II II II II II II
II II II II II II II If II II II II II II
II II II II II II II II II I II I bp12507 TOTAL WEIGHT THIS DRAWING 3015
II I I I I I
It 11 11 11 11 I1 11 11 11 11 I / FIELD BOLTS
bp12508 - II II II II II It II II II II II II 11 it i raa2502
II II II II II II II II II II II II II II I /
� II II II II II II II II II II II II II II I
m2504
t p2511 - A�
21'-23/8
1a'a++h6 e'-5314 22'-014
+4
9+4 13 1'-0=13'-0 11% 22'-0
6'-934 10 13 1'-0=13'-0 1'-3%
4%
B-U4a-GF 1h6 p2560
m2504 1 L
1h bPI2505 p2560
6 1' _ p2505
aa2502 C' p2504
m2504 p2575
r bp12507 0r
- - W p2505 TO
bp12505 6" 12" bp12505 �O
1
11N�1R� r - -1 \� 1\ 4 6"�12" aa2502 1�1
p2504
bp12507 + 1+ " 12" bp12505 1h6
1� +b 1 h"@12" 11Ab p2575
\ 11Ng23b
bp12506 bp12506 ' / / bp12506
1 - bp12506
TY -bp125
b 12506
iv 1 P
c\ 06 bp12506
a?
G m a - \ -bp12506 1 h"�9" TYP F. m2507 bp12506
TYP AT RISER m '
1 b 1 k" bp12506
a�18 T2604 - T -bp12506 bp1250S
\�
1 \ tO bp12506 /8 11h" TYP AT PAN B-U4a-GF tD bp12506
�01�
12 m250012
-bp12506 bp12506
5 U-6+b '
p2511 �bp12506 '
1 bp12508
� - - bp12506 m2500 � WE
' b @508
N
bp�508 I -bp12506 - - - - - - - - - - - - - - - - - - - - bp12508
bp[25WW+1,57f�rt
-bp12506 '
- - FT
bp12506 Qi 'Z
m
p2511 - - - - bp12506 7r�y
/
+ 6" 12" aa2503 bp12508 Rf1S
G ea2503 4 6"@12' �`JNAL
A-A B-B DEC 1 0 1019
C-7`P (o/io�2o
ONE - STAIR T2 6 04 SHOP NOTE:
1.SEAL WELD IN ADDITION TO STRENGTH WELD.
2.GRIND ALL WELDS, BURRS, SHARP EDGES SMOOTH.
10-11/H-G SURFACE PREPN: SSPC-SP3 MATERIAL: A36 U/N ELECTRODES: E70XX
&PAINT BLACKENED BY OTHERS HOLES: 13/16 BOLTS: A325
AL'S WELDING S1\1p1E OF SiFf
a.E.s.s. & STEEL FABRICATION ys < CERTIFIED
< F R
222 DOWNIE RD., CHEHALIS, WA 98532 *FOUN0E0 jg1
Tel: (360) 740-8020, Fax: (360) 740-8826
JOB
Twality Middle School
CUSTOMER TRIPLETT WELLMAN DRAWN BY HL
DRAWING NO. T2604 REF. E DRAWING NO. E251 CHK'D BY: HZ
A 12/05/2019 For Approval
REV. DATE DESCRIPTION BY CHKD BY PROJECT NO. 1930 DESCRIPTION: STAIR REV. Q
BILL OF MATERIAL
p2537 m2505 p2629
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
1 STAIR
I I M I tlI W I I I I I I I V I I I I I I I I I I I L �- II T2610 1 HSS12X4X5/8 16'-213/16" 906 A500-GR.B
B I I
If l I I I I I I I I I I d l I I I I I I I I 11 II B aa2503 1 L3X3X3/8 6-6 1/8" 40 A36
II VI II II II II II II II II 11 II 11 II �
11
If II II II II II II II II 11 11 II II aa2552 aa2552 2 L3X3X1/4 01-8" 7 A36
II WI II 11 11 II II II 11 II 11 II II II
bp12506 13 SHTI2GAX211/18" T-0" 827 A36
II tlI II II II II II II II II 11 II II 11
I I V I I I I I 11 I I I I I I I I I I I I I I I I II bp12507 1 SHT12GAX22 7/16" 7'-V 68 A36
I I V I I I I I 11 I I I I I I I I I I I I 11 I I II m2501 1 HSS12X4X5/8 6'-7" 367 A500-13113
I I d I I I I I III 11 11 11 11 I I I I 11 11 II m2505 1 HSS12X4X114 15'-9 5/8" 382 A500-GR.B
II II II II VI II II II II If II II II II
II II II II III II II II II II II II II II p2537 1 FI-112"M' 1'-17116" 8 A36
II 11 II If III II II 11 11 11 II If II II
p2628 1 SHTI2GAX412" 7'-0" 13 A38
II II II II III II I II II 11 II II II II
II 11 II II III 11
If II II 11 11 11 II II p2629 2 FI-114"X41" 0'-7114" 4 A36
II 11 II II III ql II II dl II II II II II o
II II I II II VI II II WI II II II 11 II �
II II II II 11 III if II 11 11 It II II II
I I I I I I I I W I I I d l I I I 11 11 I I II TOTAL WEIGHT THIS DRAWING 2621
I I I I tlI I I I I V I I I III V I I I I I 11 I I II FIELD BOLTS
II II WI II II II II III If II II II II II
4 314' •SIMPSONTITENHDANC190R 0'-8"
If 11 III II II II 11 III 11 II II 11 VI II
bp12507 II 11 11 II II 11 tlI RI II 11 II II If II
II 11 WI 11 II II II III II II II II 11 II —aa2552
5 II dl 11 II II II II RI II
It II II RI II i
II II II II II Il II tlI II II II II II II
4 I I I I E I I I I I I I I I I I 11 11 1 I 11 I I II p2628
II dl II WI II II II II II II 11 11 II II
�aa2503 11 II 11 II 11 II II tlI II II II 11 II �II
I 11 II II II II II 11 II II 11 11 II II
. - - - - - -- - - - - — 1I — — — —I1— — — — II — — — —11— — — — I— — — — —11— — — — 1I — — — —N1— — — — 11 -1- ,II
/ — T - - - �Y
t Q I p2629
�- m2501 J 13-bp125M A
20'-10%
13'-11318
6-7 14'-31/4 1/4
112 13'-105/8 1/4
13 @ 1' 0= 13'-0 1718 8314 1 13 @ 1'-0=13'-0 17/8
7417 11
5 8-61/8 77k 5B
P2537
B-U4a-GF G
m2501 m2501 bp12507
- - - - - - — \ � m2505
I If L — p2537
- — — — - — — — — — — — — — — _ 7 — — 4
1
aa2503 1 8' 12" aa2503 bp12507 . \ T2610 bp12506 1
bp1257.1> bp12506 758.74"
06
bp12506 —7 T — — — 1'-0 a bp12506
bp12506 — L — 7 — — TYP 7( bp12506
TYP>-1187-
7 ry'Sg `Q s
118 11h @9b 12506 \ \ — — \ \ p bp12506
p 1 �4
TYP AT RISER k 1 h" 7 7 L T — — —� W bp12506 n
bp12506 — b 12506 - / \ \ L 7 — bp12506
TYP AT PAN p m / \
7 ) Cn
a m a
1k 11h" 12 LT — _ _/ o by[25
bp12506 — 1 \
i L j — bP125W
tip12506 —� � — —j
1
\ \ — \ \
bp12506 —� � �LTbp12506
1
bp125W — / \ \ LT I \ \ 6 p262 bp12506 p2629
bp12506 — T — — 1 p2629 bp12506 bp12506 v
bp12506 —i � � — — �� r p2628
bp12506 — A\ G aa2552 5 5
2 RETURN a p2629 B-
B
EA END 5 5 —p2628
aa2552 aa2552 — G
A-A
ONE - STAIR T2 61 O SHOP NOTE:
1. SEAL WELD IN ADDITION TO STRENGTH WELD.
2. GRIND ALL WELDS, BURRS,SHARP EDGES SMOOTH.
It ' 11-12/H-G SURFACE PREPN: SSPC-SP3 MATERIAL: A36 U/N ELECTRODES: E70XX
8 PAINT BLACKENED BY OTHERS HOLES: 13/16 BOLTS: A325
WE AL'S WELDING
A.E.S.S. W � _� "� CERTIFIED
& STEEL FABRICATION Q FABRICATOR
222 DOWNIE RD., CHEHALIS, WA 98532
�a Tel: (360) 740-8020, Fax: (360) 740-8826 FSUNOE01g1
At, GX f,4
A
AL 104
11 JOB
DEC 1 0,2012o Twality Middle School
CUSTOMER TRIPLETT WELLMAN DRAWN BY: HL
DRAWING N0. REF. E DRAWING N0. CHK'D BY:
A 12/05/2019 For Approval T2610 E251 HZ
REV. DATE DESCRIPTION BY CHKD BY PROJECT NO. 1
930 DESCRIPTION: STAIR REV. Q
BILL OF MATERIAL
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
1 GUARDRAIL
T2707 1 171-12"X3" 20'-1 12" 103 A36
35'-0 aa2508 8 SHTI0GAX1X1/8 4'-67/8" 29 A36
aa2509 5 SHTI0GAX1X1/8 4'-1 16 A36
113/4 11'-0 4'-0 19'-0114 aa2510 1 SHT10GAX1X1/8. 2'-713/16 2 A36
1'-01/4 3'-51h 3'$ 4'-0 aa2511 1 SHTI0GAXIX1/8 3'-113/16" 3 A36
aa2512 1 SHTI0GAX1X1/8 V-57/8" 0 A36
318 113/8 aa2513 3 SHTI0GAX1X1/8 4'-7" 11 A36
p2502 aa2514 1 SHTI0GAXIXI/8 T-615/16" 3 A36
aa2515 1 SHTI0GAX1X1/8 3'-615/16" 3 A36
- - aa2516 2 SHTIOGAXIXI/8 T-1112" 6 A36
p2574 p2565 p2503 aa2524 2 SHTIOGAXIXI/8 4'-0 15/16" 6 A36
aa2525 1 SHTI0GAXIXI/8 1'-33/8" 1 A36
aa2526 1 SHTI0GAX1X1/8 0'-53/8" 0 A36
M2508 1 12 GA WOVEN WIRE MESH 5'-8 7/16" 81 STAINLESS
Tv p2570
P2573 -� 22'$ M2510 3 12 GA WOVEN WIRE MESH 6'4" 250 STAINLESS
f q A j p2565
C m2511 1 12 GA WOVEN WIRE MESH 4'$12" 91 STAINLESS
�, ,.JW_, 4'$ 181-0 m2522 1 12 GA WOVEN WIRE MESH 6'-17/16' 83 STAINLESS
m
p2500 1 FLI/4"X12" 4'-0 1/8" 2 A36
P257 C D p2501 1 FL1/4"X12" 21'-215/16" 9 A36
\-Lh g_.MJ p2502 1 FL1/4"X12" 0'-1112" 0 A38
P2554 1112 3 p2565 p2541 E p2503 1 FL1/4"Xt/2" 12'311/16" 5 A36
p2514 1 FL12"X3" 1'4" 7 A36
�, [P2500 p2519 1 FL12"X3" 3'-1112" 20 A38
p2520 4 FL12"X3" 4'-71/8" 93 A36
I 1 p2521 2 FL1/2"X3" 4'-7" 47 A36
p2565 --- aa2516 / I p2539 1 FL12"X3" 18'-7 3/4" 95 A36
p2592 - I p2540 1 FL12"X3" 4'-61/8" 23 A36
p2572 i aa2526
'� -p2596 p2541 I FL12"X3" 4'4" 23 A38
m2511 p2594
p2554 2 FL12"X3" 0'4" 5 A38
aa2513 aa2514
p2583 1 FL3/8"X3" 0'-3" 1 A36
C? p2591 - aa2513
p2565 9 FL3/8"X3" 0'-215/16" 5 A36
/-aa2513 \ -P2591 p2565 P2501 p2569 1 FL3/8"X1 12" 21'3" 41 A36
-p2591 m2522 p2569 p2570 1 FL3/8'x112" 12'-311/18" 24 A36
_
aa2516 p2595 p2587 -aa2508 p2590
p2571 1 FL3/8"X2" 2'-107/18" 7 A38
/ aa2512 aa2508 P2587 aa2509
P2592 o p2572 1 FL3/8"X1 1/2" 4'-0 1/16" 8 A36
-
p2593
P2573 1 FL318"X2" 2.403/8" 7 A36
aa2515 p2565 m2510
p2574 1 FL3/8"X112" 0'-113/8" 2 A36
p2521 p2521 P2598
p2587 8 SHTI0GAX1" 4'$7/8" 15 A36
3 3
p2540 aa2524 9 p2588 1 SHTIOGAXI" 3'-113/16" 2 A36
1314 p2541 _ D E P2587 -� P2589 1 SHT1 OGAX1" 2'-713/16" 1 A36
�J
1�4 p2541 p2500 p2520 -P2590 p2587 m2510 p2590 5 SHT10GAX1" 4'-1" 8 A36
aa2509 aa2508 p2565 p2591 3 SHTIOGAXI" 4'-7" 6 A36
p2500 p2572 p2539 p2590 11-0 p2592 2 SHT10GAX1" 3'-1112" 3. A36
p2592 I p2521 aa2508 aa2509 - p2593 i SHTIOGAXI" T-6 15/16" 1 A36
aa2516 114
p2563 % P2587 - aa2508 p2594 1 SHTIOGAXI" 3'-6 15/16" 2 A36
2572 -//
572 p2595 1 SHTIOGAXI" 0'-5 7/8" 0 A36
2 p2565
587 p2596 I SHTI OGAX1" 0'-5 3/8" 0 A36
p2563 p2520 p
G p2521 m2510 1,I4 p2597 1 SHTIOGAXI" T-3 3/8" 1 A36
1
p2583 aa2509
_ 1 aa2524 P2587 p2590 p2598 2 SHTI0GAX1" 4'-015/16" 3 A36
G
aa2508 - '-p2587
p2598 aa2509 aa2508
p2520
p2590 p2565 J TOTAL WEIGHT THIS DRAWING 1156
` -
FIELD BOLTS
-m2508 aa2511
p2588 -
F6 3T0HILTIKBTZ X 03"
0
m2511
p2589 �y
aa2510
� N
p2520 aa2525 p2519 P2571
aa2516 � P2592
r P2597
B
p2540 -p2540
5 5 p2554 32571
E E p2514 3 1+h WE
t
� r
I
DEC 1 0 1019
SHOP NOTE: C-
ONEONE
- GUARDRAIL T2 7 0 7 1.SEAL WELD IN ADDITION TO STRENGTH WELD.
2.GRIND ALL WELDS, BURRS, SHARP EDGES SMOOTH.
- 7-8/F-E SURFACE PREPN: SSPC-SP3 MATERIAL: A36 U/N ELECTRODES: E70XX
5 5
&PAINT BLACKENED BY OTHERS HOLES: 13/16 BOLTS: A325
7 r
11& 3 1% p2539 p2519 1/
p2573 p2554 AL'S WELDING
r p2571
�� / A P2503 C-'
UCERTIFIED
r r p2503 A.E.s.s. & STEEL FABRICATION
N N Q FABRICATOR
-V p2514 s G 222 DOWNIE RD., CHEHALIS, WA 98532
*FOUXDE0191�
moll p25P2570
Tel: (360) 740-8020, Fax: (360) 740-8826
54 11h 3 1112 7 I 11h
A-A 66=B C-C JOB
Twality Middle School
CUSTOMER TRIPLETT WELLMAN DRAWN BY: HL
DRAWING N0. REF. E DRAWING N0. CHK'D BY:
A 12/05/2019 For Approval T2707 E252 HZ
REV. DATE DESCRIPTION BY CHKD BY PROJECT 140. 1
930 DESCRIPTION: GUARDRAIL REV. Q
BILL OF MATERIAL
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
1 PLATE
T2708 1 FL3/8"X1112" 21'-3" 41 A36
p2500 1 FL1/4"X12" 4'-0 1/8" 2 A36
p2501 1 FLi/4"X12" 21'-215/16" 9 A36
p2502 1 FL1/4"X12" 0'-1112" 0 A36
35-0 p2503 1 FL1/4"X12" 12'-311/16" 5 A36
p2554 2 FL12"X3' 0148" 5 A36
p2566 5 PL3/8"X2 5/8" 0'-2 15116" 2 A36
113/4 11'-0 4'-0 19'-0114 p2567 1 FL3/8"X3" 0'-2 5/8" 0 A36
P2570 1 FL3/8"X112" 12'-311/16" 24 A36
3'-0 6-0 5'-0 6-0 6'-0 6-0 6-0 P2571 1 FL3/8"X2" 2'-10 7/16" 7 A36
P2572 1 FL3/8"Xi 12" 4'-0 1/16" 8 A36
11310
p2573 1 FL3/8"X2" 2'-103/8" 7 A38
p2574 1 FL3/8"X112" W-113/8' 2 A36
P2502
P2585 8 FL3/8"X212" 0'-212" 4 A36
1
TOTAL WEIGHT THIS DRAWING 117
p2574 FIELD BOLTS
P2566 7?,3�s 12 114" •LEG SCREW X 0'-5"
4 4 1318' •HILTI KB-TZ X 013"
iv p2573 p2503
p2585 1�
i
�A p2554 A •
� p2570
to
to
12
p2573> qhs rJ p2566
p2585 ' C
� p2500
p2567
p2572
p2585 p2566 --
3(4 34 p2501
TYP TYP p2585
C LN40
�s F
p2566
p2585 �4
1 a'
p2566
p2585
sh s 0 f
P2571
D D4
�t� www w4
p2554 p2571 y�':15,�`$,1�18t,1�`�-.:��•'
j�UNAL FNC1 '
DEC 1 0 1019
LSP co/�a/2o
ONE - P LATE T2 7 0 8 SHOP NOTE:
1.SEAL WELD IN ADDITION TO STRENGTH WELD.
2. GRIND ALL WELDS, BURRS,SHARP EDGES SMOOTH.
7-8/F-E SURFACEPREPN: SSPC-SP3 MATERIAL: A36U/N ELECTRODES: E70XX
8 PAINT BLACKENED BY OTHERS HOLES: 13116 BOLTS: A325
P2500
1 1
' 4 3 ' 12 14 134 p2572 AL'S WELDING �5�,�,E 9FSIfF�Cod
P2573 p2554 5� A.E.S.S.
G �, ,,� 3 ,1rz NCERTIFIED
& STEEL FABRICATION _ -
r p25o3 p25o3 p2567 p255a Q FAB R I CATO R
N r 4 222 DOWNIE RD., CHEHALIS, WA 98532
p2585 p2567 N
Tel: (360) 740-8020, Fax: (360) 740-8826 FpUN0E0191�
7 t 1p2570 14 14 2567
1 r r 1h p
1 4
7h 0 P2571
JOB
Twality Middle School
CUSTOMER TRIPLETT WELLMAN DRAWN BY: HL
DRAWING N0. REF. E DRAWING N0. CHK'D BY:
A 12/05/2019 For Approval T2708 E252 HZ
REV. DATE DESCRIPTION BY CHKD BY PROJECT NO. 1
930 DESCRIPTION: HANDRAIL REV. Q
BILL OF MATERIAL
MARK CITY DESCRIPTION LENGTH WEIGHT REMARKS
1 GUARDRAIL
T2712 1 FLi/2"X3" 21'-71/4" 110 A36
21'-71/4 aa2533 5 SHTIOGAXIXI/8 101-W 42 A36
aa2534 2 SHT10GAX1X1/8 2'-912" 4 A36
3'-8314 3'-9 T-9 3'-9 3'-9 2'-101& aa2535 5 SHTI0GAX1X1/8 Y-81/2" 15 A36
aa2536 1 SHT10GAXlXI18 0'-17116" 0 A36
aa2537 1 SHTI0GAX1X1/8 4'-03/16" 3 A36
aa2538 1 SHTIOGAXIX118 8'-107/16" 7 A36
E aa2539 2 SHTIOGAXlXI18 4'-13/4" 7 A36
1'0114 aa2540 i SHTIOGAXIX118 6'-11 15116" 6 A38
113/4 aa2541 I SHTIOGAX1X1/8 8'-103116" 7 A36
P2502 aa2542 1 SHTI0GAXIXI/8 5'-17/16" 4 A38
aa2543 1 SHTIOGAXiXilB 8' 11 11/18" 6 A38
/ I I aa2544 I' SHTIOGAXIX1l8 4'-112" 3 A36
aa2547 -p2606 p2606 2613 aa2545 1 SHTIOGAXIX118 3'-31/16" 3 A36
p2599 aa2535 L P
aa2535 1 �p2606 p26� �-aa2535 '-aa2534 aa2546 1 SHTIOGAXiX1/8 5'-13N6" 4 A36
p2574 Laa2535 aa2547 1 SHT10GAX1X1/8 T-81/4" 3 A36
p2564- 2601 -
-p2506 P m2509 1 12 GA WOVEN WIRE MESH 10'-71,2" 183 STAINLESS
a I aa2546 ^aa2542 m2512 1 12 GA WOVEN WIRE MESH 10'-7 12" 199 STAINLESS
p2561
M -aa2545 p2576 -/r \ / p2603 m2513 1 12 GA WOVEN WIRE MESH 10'-7 12" 149 STAINLESS
ro p2600 m2514 1 12 GA WOVEN WIRE MESH 8'-9 9/16" 147 STAINLESS
i�1 \ \ m2515 1 12 GA WOVEN WIRE MESH 6'-11 1/16" 112 STAINLESS
m2516q -aa2540 m2516 1 12 GA WOVEN WIRE MESH 5'-0 9116" 77 STAINLESS
\ P2607 P2 -p2609 p2502 1 FL1/4"X12" 0'-1112" 0 A36
882541 - ' I II
B p2555
\\ -aa2538 p2506 1 FL1/4"X1/2" 16'-91/4" 7 A36
"V1 p2602 i p2522 1 FL12"X3" 5'-17116" 26 A36
-aa2544 a -m2512 m2513
_ �m2514 I I I , P2523 1 FL7/2"X3" B'-1115118" 38 A38
p2532 ` P2524 1 FL7/2"X3" 8'-107/16" 45 A36
p2561 \
p2525 3 FL12"X3" 10'-8" 163 A36
'l m2515 ` -m2509 p2811 P2526 1 FL12"X3" 16'-7" 85 A36
p2611 I P2527 I FL12"X3" 8'-9" 34 A38
aa2533 -/ p2532 2 FL12"X3" 01-8" 5 A36
a aa2533
aa2539
p2604 p2555 1 FL12"X3" 3'312" 17 A36
p2526 \
P2605 rn p2561 1 FL3/8"X2" T-10 3/8" 7 A36
p2522 aa2543 p2562 1 FL3/8"X2" 2'-10 7/16" 7 A36
1] p2564 4 FL3/8"X3" 0'-215/16" 2 A36
p2574 1 FL3/8"X1 12" 0'-113/8" 2 A36
I
p2576 1 FL3/8"X1 12" 16'-9 5/16" 32 A36
EP2599 1 SHTIOGAXI" T-81/4" 2 A36
JCI
p2605 aa2533 - -aa2533� � � I i
p2800 1 SHTIOGAXI" 3'-31/16" 1 A36
p2523 /-aa2539p2611 p2601 1 SHTIOGAXI" 5'-13116" 2 A36
p2611
/ p2602 1 SHTI0GAX1" 4'-112" 2 A36
aa2533 - p2603 1 SHTIOGAXI" 5'-17/16" 2 A36
p2604 1 SHTIOGAXI" 6'-1111116" 3 A36
p2611
p26O5 2 SHTIOGAXI" 4'-13/4" 3 A36
I
12 p2806 5 SHTI0GAX1" 3'812" 8 A36
p2607 1 SHTI0GAX1" W-1115116" 3 A36
p2610 I
p2808 1 SHTI0GAX1" 8'-003/18" 4 A38
i
aa2537
p2524 - / i I I p2609 1 SHTI0GAX1 8-10 7116" 4 A36
p2525 I .-p2525 p2610 1 SHTIOGAXI" 4'-03/16" 2 A36
o p2611 5 SHTIOGAXI" 10'-W 23 A36
aa2536 -
1 N p2612 1 SHTIOGAX1" 0'-17/16" 0 A36
p2612 aa2535 P2613 I p2613 2 SHTI0GAX1" 2'-912" 2 A36
� I I P2606 I
aa2534
TOTAL WEIGHT THIS DRAWING 1621
� FIELD BOLTS
P
2525
p2562 p2527
p2532
P25M
14'-1014 6'-9
T2712 3
13/4
3 3822 �4
1 2
T2712 p2522
1�'4 4
DEC 1 0 2019
CSP co/•a/zo
P2599 aa2547 ONE - GUARDRAIL T2 712 SHOP SEAN WELD IN ADDITION TO STRENGTH WELD.
2.GRIND ALL WELDS, BURRS, SHARP EDGES SMOOTH.
1 O/H-G SURFACE PREPN: SSPC-SP3 MATERIAL: A36 U/N ELECTRODES: E70XX
p25o6 P2506 8 PAINT BLACKENED BY OTHERS HOLES: 13/16 BOLTS: A325
m2516 P2522 p2576
p2576 p2564
1/4 AL'S WELDING 1\,J1E 0f S/f(7
� u
�p2564 A.E.S.S. & STEEL FABRICATION El I� CERTIFIED
Q FABRICATOR
P2564 222 DOWNIE RD., CHEHALIS, WA 98532 + 1 *
Tel. (360) 740-8020, Fax: (360) 740-8826
1/4
p2506 666 P2562 JOB Twality Middle School
p2561 aa2544
I� �I I� � p2602r p2508
N
p2576 11& '' p2532 TRIPLETT WELLMAN
CUSTOMER DRAWN BY: HL
p2532 p2526 p2526
DRAWING N0. REF. E DRAWING N0. CHK'D BY:
A-A BBB C-C D - D E _ E
- A 12/05/2019 For Approval T2712 E251 HZ
REV. DATE DESCRIPTION BY CHKD BY PROJECT N0. 1930 DESCRIPTION: GUARDRAIL REV. Q
BILL OF MATERIAL
MARK CITY DESCRIPTION LENGTH WEIGHT REMARKS
1 GUARDRAIL
T2714 1 FL72"X3" 16'-5 5/8" 84 A36
aa2517 6 SHTI0GAX1X1/8 4'-11/16" 20 A36
aa2518 7 SHTI0GAXIXI/8 3'-2 SW 18 A36
aa2519 4 SHTlWAX1X1/8 3'-03/4" 10 A36
aa2520 4 SHT1DGAX1X1/8 3'-3" 10 A36
aa2522 1 SHT1DGAX1X1/8 3'-1113/16" 3 A36
21'-01¢ aa2523 1 SHTI0GAX1X1/8 4'-0 3/8" 3 A36
aa2549 I SHTI0GAX1X1/8 0'-19/16" 0 A36
6-33/4 14'-8314 aa2550 i SHTIOGAXIX1/8 3'-3" 3 A36
m2520 2 12 GA WOVEN WIRE MESH 3'-2 12" 99 STAINLESS
V-114 V-114 114 m2521 4 12 GA WOVEN WIRE MESH 5'-512" 234 STAINLESS
3'-71/8 3'-8% 3'-8% 3'-874 p2502 1 FL1/4"X12" 0'-1112" 0 A36
p2508 1. FLI/4"X12" 16'-93/8" 7 A36
1134 _ 15'-0 14-N161
p2509 1 FLI/4"X12" 0'4 3116" 0 A36
A 11-0
p2529 1 FL1/2"X3" 3'-3 3/16" 17 A36
p2531 3 FL12"X3" T-2 7/8" 49 A36
P2550 p2532 1 FL12"X3" 0'-" 3 A36
p2533 3 FL12"X3" 3'-3" 50 A36
p2550 1 FL72"X3" 8'-03/4" 32 A38
—P2622 aa2519 P2502
p2551 1 FL12"X3" 1815 3/18" 84 A36
1
aa2519 —P2622 p2552 1 FL12"X3" 645/16" 32 A36
p2574 p2508 p2561 1 FL3/8"X2" 2'-103/8" 7 A36
m2520 m2520
p2533 p2623 p2823 P �'2563 R 3"p2563 1 FL3/8"X3" 0' 1 A36
_. �
p2623 — aa2550 p2565 4 FL318"X3" 0'-2 15/16" 2 A36
Y aa2520 �aa2520 aa2523
� p2586 'P2624 D2574 1 FL3/8"X112" 0'-113/8" 2 A38
aa2520 p2578 1 FL3/8"X1 12" 18'-9 5118" 32 A36
p2623 o
iv m2521 -- p2579 1 FL3/8"X712" 0'41/4" 1 A36
-aa2520 p2578 p2586 1 SHTI0GAX1' 3'-3" 1 A36
a2519 aa2519 aa2549
P2618 7 SHTIOGAXt" 3'-2 5/8" 9 A36
p2622 —p2622 �p2627 P2565 J
p2822 4 SHTIOGAXi" 3'-0 3/4' 5 A36
—a 6
-aa2522 p2618 p2623 4 SHTIOGAXI" 3'-3" 5 A36
—�
—C p2626 P2625 —
aa2518 P2824 1 SHTI0GAX1" 4'-03I8" 2 A36
--p2552 -aa2518 aa2517 O v p2625 8 SHTIOGAX1" 4'-11/16" 10 A36
p2561 p2533 —p2618 1 R p2826 1 SHTIOGAXI" T-1113/16" 2 A36
p2532 p2827 1 SHTI0GAX1" 01-19116" 0 A36
�
m2521 O
/ p2533
p2565
p2625 TOTAL WEIGHT THIS DRAWING E37
aa2517 aa2517 - FIELD BOLTS
p2551 p2618 —p2618 P2625 —/
/ 0
p2531 J aa2518 -aa2518
B
m2521
p2565 - 14
aa2517
- p2625 aa2518 - . P2625
p2531 p2618 �aa2518 aa2517 J
--
-p2618
P2509
m2521
p2565
-p2625 aa2518 p2579
p2531 - aa2517 p2618 -
io
n
(V
p2529
C=�
AL 140
JUNAL 1
�t
DEC I 0 1019
134
3 T2714
2 1 ONE - GUARDRAIL T2 714 SHOP NOTE
1. SEAL WELD IN ADDITION TO STRENGTH WELD.
p2550 p2508 2. GRIND ALL WELDS, BURRS, SHARP EDGES SMOOTH.
110-11/H-G MATERIAL: A36 U/N ELECTRODES: E70XX
p2578 4 P SURFACE SSPC-SP3 aa2519 p2622 p2565 &PAINT BLACKENED BY OTHERS HOLES: 13/16 BOLTS: A325
4 V /
F2.s J AL'S WELDING ,t,�tE OF STffJ4
G A.E.S.S. & STEEL FABRICATION NCERTIFIED
p2565 14
G pz531 222 DOWNIE RD., CHEHALIS, WA 98532 * r; Q FABRICATOR
8 p2508 -% % Tel: (360) 740-8020, Fax: (360) 740-8826 o
m2520 p2532 p2508
G JOB
aa2519 p2622 w
r p2578 11k Twality Middle School
p2551 P2561
p2552 CUSTOMER TRIPLETTWELLMAN DRAWN BY: HL
A A B - B c-c D_D
DRAWING N0. REF. E DRAWING N0. CHK'D BY:
A 12/05/2019 For Approval T2714 E251 HZ
REV. DATE DESCRIPTION BY CHKD BY PROJECT NO. 1930 DESCRIPTION: GUARDRAIL REV. 1
BILL OF MATERIAL
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
1 GUARDRAIL
T2715 1 FLi2"X3" 0'-11" 5 A36
p2510 1 FLV4"XV2" 1'-2" 0 A36
p2535 2 FL12"X3' T-2 12" 33 A36
p2563 2 FL3WX3" 0'-3" 1 A38
P2583 1 FL31WX112' 1'-2318". 2 A36
TOTAL WEIGHT THIS DRAWING 41
FIELD BOLTS
1'-23/a 3
13/q
111/16 11 111/16 14 T2715
p2510
G
MI6 11 3h8 p2510
p2510 G
p2583
p2583 �p2563 p2563 14
p2563
P2563 G
p2563
i�
p2535
p2535 p2535 -
LQ
s 7C
/�I A A
��--
1sjONAL AL _rb. I
DEC 1 0 2019
�=XP co/�o/20
SHOP NOTE:
ONE - GUARDRAIL T2 715 1.SEAL WELD IN ADDITION TO STRENGTH WELD.
2.GRIND ALL WELDS, BURRS, SHARP EDGES SMOOTH.
10-11/H-G SURFACE PREPN: SSPC-SP3 MATERIAL: A36 U/N ELECTRODES: E70XX
8 PAINT BLACKENED BY OTHERS HOLES: 13/16 BOLTS: A325
AL'S WELDING �S�`���c6vsrEc��os
=
A.E.S.S. R NCERTIFIED
& STEEL FABRICATION Q FABRICATOR
222 DOWNIE RD., CHEHALIS, WA 98532 `Faux6�o1g1`*
Tel: (360) 740-8020, Fax: (360) 740-8826
JOB
Twality Middle School
CUSTOMER TRIPLETT WELLMAN DRAWN BY: HL
DRAWING N0. REF. E DRAWING N0. CHK'D BY:
- A 12/05/2019 For Approval T2715 E251 HZ
REV. DATE I DESCRIPTION BY CHKD BY PROJECT NO. 1930 DESCRIPTION: GUARDRAIL REV.
BILL OF MATERIAL
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS
1 GUARDRAIL
Lhe-R1 \ T2717 1 FL1/2"X3" 151-611/100 79 A36
P2571 \ p2554 aa2518 8 SHTIOGAXIX118 3'-25/8" 21 A38
p2585
,r \ p2585 p2565 p2565 p2565 aa2521 8 SHT10GAXIXIIO 3'-10" 24 A36
$ \ m2519 4 12 GA WOVEN WIRE MESH 5'-2 7/16" 219 STAINLESS
p2506 1 FL1/4"X1/2" W-91/4" 7 A36
-C+ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
- - - - - - - - � - - - — � � � � � � � � � � � � � � � � - - - - - - - - - - - - - - - - - - - - - - - - - - - . : — rs - - - - civ p2507 1 FL1/4"X1/2" 01-C 0 A36
, \ \ \ p2529 1 FL12"X3" T-3 3178" 17 A36
1 h 3 1 h _p2529 \—p2531 _P2531 —P2531 —p2531 p2531 4 FL12"X3" 3'-2 7/8" 68 A36
p2549 1 FLi/2"X3" 15'-815/18" 79 A36
p2554 1 FL1/2"X3" 014" 3 A36
P2565 5 FL3/8"X3" 0'-215/18" 3 A36
P2571 1 FL3/8"X2" T-10 7/18" 7 A36
P2576 1 FL3WX1 1/2" 18'-9 5118" 32 A36
P2577 1 FL3/8"X11/2" 0'37/8" 1 A36
13'-11 71/ p2818 8 SHTI0GAX1" 7-2 5/8" 11 A36
S-5% 3'-5% T-61/8 P2621 8 SHTI0GAX1" T-10" 13 A36
15-01/4 374
TOTAL WEIGHT THIS DRAWING 581
p2507 FIELD BOLTS
2 31r •HILTI IB-TZ X 0 3"
p2577
p2621 c?
I I p2618
r7
aa2521 aa2518 —
B m2519 p2531
p2618
/ 5\ p2621 aa2518 — \ aa2518
A —aa2521 p2618 p2621
w aa2521 —v
sq %*�m2519
—p2565
�aa2518
y
p2621 p2618 aa2521 p2531
—
P2618
b —aa2521 sa2518 — P2821
10
G p2565
m2519
\ G p2618
\ aa2518 p2531
—aa2521 �
p2621 aa2518 01 aa2521 —
4 s p2818 P2621
p2506
m2519
—P2565
p2576 Zp2818
i aa2518
i aa2521
p2571 P2621 p2531
o p2549
(V
p2529
IN
S,1fONAL F'.N�'`.
p2571 p2554
DEC 1 0 1019
t1h 3 tth ETP whoh.
3 3 SHOP NOTE:
13/4 ONE - GUARDRAIL T2717 1. SEAL WELD IN ADDITION TO STRENGTH WELD,
1 2 T2717 2. GRIND ALL WELDS, BURRS, SHARP EDGES SMOOTH.
T2717 1314
: 10-11/H-G SURFACE PREPN: SSPC-SP3 MATERIAL: A36 U/N ELECTRODES: E70XX
p2506 p26W 8 PAINT BLACKENED BY OTHERS HOLES: 13/16 BOLTS: A325
p2621 p2531 14
p2576 2565AL'S WELDING OFSIf
aa2521 —
,,101E F!
p2576 1pp2�5 14 A.E.S.S. & STEEL FABRICATION �� NCERTIFIED
Q FABRICATOR
222 DOWNIE RD., CHEHALIS, WA 98532
p2531
p2565 P2� % 5� Tel: (360) 740-8020, Fax: (360) 740-8826 9
— ` —
p2506
j—m2519 r —
JOB
p2621 - \ —aa2521 Iul p2576 Twality Middle School
Al pzs4s CUSTOMER TRIPLETT WELLMAN DRAWN BY: HL
p254s c-c
DRAWING NO. REF. E DRAWING 110. CHK'D BY:
A-A B- B
r` A 12/05/2019 For Approval T2717 E251 HZ
REV. DATE DESCRIPTION BY CHKD BY PROJECT NO. 1930 DESCRIPTION: GUARDRAIL REV. I
BILL OF MATERIAL
MARK CITY DESCRIPTION LENGTH WEIGHT REMARKS
I GUARDRAIL
_ -P2529 -p2531 -p2531 -p2531
� -p2531 �-p2530 �-p2530 T2718 1 FL12"X3' 15'-101/18' 81 A36
LAS/rl aa2527 8 SHTI0GAX1IX18 3'-103W 25 A36
1 . . . . . . . . . . . � � � � � � . . . . . . � . . . � . . . . � � . . . . . . . . . . . . o v————— � v aa2528 8 SHT10GAX1X1/8 T-2 58" 21 A36
1 - - - - - — aa2529 1 SHTI0GAX1X18 3'-213/18" 3 - A36
N
aa2530 I SHTIOGAXIX18 3'-21/16" 3 A36
1� r P2 C
�r� p25gq p2564 p2564 J � aa2531 3 SHTIOGAXiX18 3'-2" 8 A36
32p2557171
p25p2561 aa2532 3 SHTIOGAXIX18 T-312" 8 A36
1112 3 1112 aa2548 1 SHTIOGAXIX18 0'-21/16" 0 A36
m2517 2 12 GA WOVEN VIRE MESH 3'-3" 104 STAINLESS
m2518 4 12 GA WOVEN VIRE MESH 5'-3 1/4" 223 STAINLESS
p2502 I FLI/4"X12" 0'-1112" 0 A36
p2508 I FLi/4"X12" 18'-91/4" 7 A36
p2529 I FL12"X3' T-3 3/16" 17 A36
20'-93/4 p2530 2 FL12"X3" T-2" 32 A36
p2531 4 FLI2"X3" T-278" 68 A36
14'-2 6'-7314
p2532 1 FLI2"X3' 0148" 3 A38
V-314 3''41& p2546 1 FL12"X3" V-7 3/4" 34 A36
V-64'16 T-66/16 3'-6496 T-65/16 34
p2547 1 FLi2"X3" 15'-1178" 82 A38
1'-p
•A'�� � p2548 1 FLi61-6"X3" 8' 5/16" 33 A36
P2546 p2554 1 FLi2"X3" 018" 3 A36
P2502 p2561 1 FI-3/8"X2" 2'-1038" 7 A36
_"- - - — - p2564 5 FL38"X3" 0'-2 15/16" 3 A36
\ \ p2571 1 FL38"X2" T-10 7/16" 7 A36
�p2614 -p2614
p2574 1 FL38"X112" 0'-11318" 2 A36
aa2532 aa2532
� p2574 p2578 1 FL38"X1 12" 18'-9 5/18" 32 A36
B 1p2564 p2615 p2614 3 SHTIOGAXI" T-312" 4 A36
�
Lm2517 aa2531 p2815 3 SHTIOGAXI" T-2" 4 A36
` aa2529 A
�p2619 aa2528 \�-m2517 � p2818 1 SHTIOGAXI" 3'-2v18' 1 A36
-p2617 P2615 p2617 1 SHTIOGAXI" 3'-213/16" 1 A36
aa2527 p2618 -� o aa2531 P2615 p2818 8 SHT10GAX1" T-258" 11 A36
N aa2531
[aa2530
p2530 p2619 8 SHTIOGAXI" 3'-10 3W 13 A36
G m2518 p2620aa2532 p2620 I SHTIOGAXI" 0'-21116" 0 A36
p2564 -aa2548 P2616 p2614
aa2528
TOTAL WEIGHT THIS DRAWING e35
' p2618
F -p2619 p2618 - p2530 FIELD BOLTS
p2619 - p2561
aa2527 aa2528 p2548 _ 2 318" •HILTI KB•TZ X 0'-3"
`\ aa2527 ` p2531 p2532 p2561 A
j `m2518
N
-p2564
aa2528
aa2527
b aa2527 aa2528 p2618
-p2619 i p2818 p2619 - p2531
-�
p2506 ` B
10 p2564 �m2518
p2576 aa2528 p2619 -\
p2531
P2619 p aa2528 2618 aa2527 � \
-aa2527
p2618
' m2518
p2564
p2531
di
aa2528
p2618
p2547
c p2529 -
FN
W EZ't'
p2571
r
"i
-aa2527
p2554 p2619
1112 3 L7`P v//0/20
SHOP NOTE:
3 3 ONE - GUARDRAIL T 2 718 21..SEALGRINALLDWELDS,INADDITION
TO STRENGTH
SHARP EDGES SMOOTH.
2 1 13/4 T2718
P2546
11 -12/H-G SURFACE PREPN: SSPC-SP3 MATERIAL: A36 U/N ELECTRODES: E70XX
aa2532
p2506 &PAINT BLACKENED BY OTHERS HOLES: 13/16 BOLTS: A325
p2614 P2578 I
4 p2531
AL'S WELDING �\1p1E OF Siff
p2564 4 �S� oysc CERTIFIED
p2564 ,4 A.E.S.S. & STEEL FABRICATION
Q FABRICATOR
222 DOWNIE RD., CHEHALIS, WA 98532
p2W4
p2531 p2506 Tel: (360) 740-8020, Fax: (360) 740-8826
ONDfO\9
-
m2517 P2506
r — JOB
aa2532 P2614 Twality Middle School
p2576 1�h
CUSTOMER TRIPLETT WELLMAN DRAWN BY: HL
p25408A-A B- B pz5a7 C_C DRAWING NO. REF. E DRAWING N0. CHK'D BY:
A 12/05/2019 For Approval T2718 E251 HZ
REV. DATE DESCRIPTION BY CHKD BY PROJECT NO. 1930 DESCRIPTION: GUARDRAIL REV. Q