Plans (105) r
.4 i-7, NOV I 7 2016
3 i y � '¢ ' .# i
x❑ REVIEWED ❑ MAKE CORRECTIONS NOTED Mr,Stee l Inc. � is a;
❑ REJECTED El REVISE AND RESUBMIT ,'-.1`11‘'..r
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PO Box 398 all!
THIS REVIEW DOES NOT RELIEVE CONTRACTOR FROM COMPLIANCE JBA-ACCOWITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. Yacolt, WA 98675 EVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN - R2VIeWed for general COmpllance Wlth COntraCt THIS R 360 686-1160 fax 360 686 1156documents.CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE
INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. CONTRACTOR JBA-ACCO
IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES X Reviewed
AND DIMENSIONS, SELECTING FABRICATION PROCESSES AND
TECHNIQUES OF CONSTRUCTION, COORDINATING THEIR WORK WITH Reviewed: Make Corrections Noted
ALL OTHER TRADES, AND PERFORMING THEIR WORK IN A SAFE AND
SATISFACTORY MANNER. BURNHAM Et ASH APARTMENTS - Tigard, OR Reviewed: Revise & Resubmit
9-26-16 gh Contractor's review does not relieve subcontractor/supplier of
DATE CATENA CONSULTING ENGINEERS BY his responsibility for dimensions, quantities, accuracy,
Mr. Steel Inc. Job # coordination w/other trades or completeness of this
submittal. Subcontractor/Supplier remains responsible for the
terms &conditions of his contract/purchase order with
JBA-ACCO, LLC.
Date 09/26/16 By Scott Lasswell
GENERAL CONSTRUCTION NOTES:
JBA-ACCO Job# J15-001 Submittal Q5-0000-13R2
1. ALL FABRICATION SHALL BE DONE ACCORDING TO AISC.
2. ALL WELDING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY (AWS).
3. ALL WELDS TO BE MADE WITH E70XX ELECTRODES BY WELDER CERTIFIED BY AWS STANDARDS.
4. MATERIAL: PLATES, ANGLES, CHANNELS - ASTM A36
W SHAPES - ASTM A992
HSS - ASTM A500 Gr B
PIPES - ASTM A53 Gr B SUBMITTAL REVIEW BLDG 2 - CANOPIES - E7
HEX HEAD BOLTS - ASTM A325N X NO EXCEPTIONS NOTED ❑ DISAPPROVED
MACH HEX HEAD BOLTS / THR'D RODS - ASTM A307 ❑ NO EXCEPTIONS NOTED IN CORRECTED COPY
HVY HEX NUTS - ASTM A563 ❑ REVISE AND RESUBMIT ❑ NOT REVIEWED
FLAT WASHERS - ASTM F436 Transmitted by Architect to their consultant for primary review by
5. PAINTING SHALL BE WITH THE FOLLOWING SYSTEM: Consultant. Review by Architect, if any, is solely for aesthetic
- SURFACE PREPARATION - SP2/3 intent. Consultant review is for general conformance with design Rev 0 March 04, 2016
- PRIME COAT - (1) COAT RUST INHIBITING SHOP PRIME concept and general compliance with information given in the
6. ALL PRIMED FIELD WELDED AREAS TO BE CLEANED AND RE-PRIMED. Contract Documents.
7. INDICATED STEEL TO BE HOT DIPPED GALVANIZED PER ASTM A123. DigitallysignedbyJoshCabot ! Rev 1 July 07 2016
DN:C=US,
E=joshc@serapdx.com,
8. REPAIR HOT DIPPED GALVANIZED STEEL COATINGS AT AREAS OF FIELD WELDING OR OTHER DAMAGED 0-SERA CN-Josh Cabot S E R A.
AREAS SHALL BE WITH ZINC RICH COMPOUND SUCH AS CLEARCO ZINC RICH PRIMER. Josh Cabot enthave reviewed this J
9. FABRICATION SHALL FOLLOW ASSY METHODS TO MINIMIZE WELDING DISTORTION. Date:2016 09 407'00 Rev 2 September 26, 2016
17'49'04-07'00i
10. GENERAL SHOP TOLERANCES:
FRACTIONAL - ±1/16" x "`�*�`�( '�
ANGULAR - 0.5°
C`i of Tigard
• • oved Plans
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B-B TYPICAL CANOPY END 'r'Mr•Steel Inc. (360)6861160 fax(360)686-1156
DWG.TITLE:
SHT 1 SCALE: 1"=1'-0" BURNHAM a ASH APARTMENTS - BLDG 2 - WEST CANOPY
CUSTOMER: DWG SCALE: AS SHOWN P.O.NO.:
JBA LLC DRAWN BY: BRONI CHK'D BY:
DATE: 12/14/15 DATE:
Portland, OR DWG NO.: SHT.NO.: REV
MK32 30F3
BILL OF MATERIAL
MARK QTY PC MK No PCS DESCRIPTION/SIZE LENGTH FT/IN REMARKS
i 461 - ( A MK 33A 1 CANOPY
( 33.1 1 C12x20.7 17 10%8 A36
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33.7 1 L4x4x/6 5 4 j4 A36
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33.9 1 L4x4x 16 5 1 A36
33.10 1 L4x4x546 (TRIM END) 5 4 j4 A36
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33.12 1 L4x4x16 3 11 A36
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E7 SCALE: 1/2"=I-0" 2 REVISED - ISSUED FOR FABRICATION BT 09/26/16
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I 0 I I 4PO Box 398
Yacolt,WA 98675
I / (360)686-1160 fax(360)686-1156
1 1 Vii'T L } Mr.Stee Inc.
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4 ' Mr.Stee l Inc. (360)686-1160 fax(360)686-1156
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JBA LLC DRAWN BY: BRONI CHK'D BY:
DATE: 12/14/15 DATE:
Portland, OR DWG NO.: SHT.NO.: REV
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D-D CANOPY SECTION
PO Box 398
Yacolt,WA 98675
ch. SHT 1 SCALE: 1 =1'-O" A0 Mr.Steel Inc. (360)686-1160 fax(360)686-1156
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216 DRAWN BY: BRONI CHKDBY:
JBA LLC DATE: 12/14/15 DATE:
Portland, OR DWG NO.: SHT.NO.: REV
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• \ Yacolt,WA 98675
AV Mr.Stee l Inc. (360)686-1160 fax(360)686-1156
DWG.TITLE:
BURNHAM a ASH APARTMENTS - BLDG 2 - SOUTH/WEST CANOPY
CUSTOMER: DWG SCALE: AS SHOWN P.O.NO.:
JBA LLC DRAWN BY: BRONI CHK'D BY:
DATE: 12/14/15 DATE:
Portland, OR DWG NO.: SHT.NO.: REV
MK 33 5 OF 5
BILL OF MATERIAL
IIIIIIIo,
MARK QTY PC MK No PCS DESCRIPTION/SIZE LENGTH FT/IN REMARKS
, MK 34A 1 CANOPY
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JBA LLC DRAWN BY: BRONI CHK'D BY:
SCALE: 3/4"=1'-0" DATE: 12/14/15 DATE:
Portland, OR DWG NO.: SHT.NO.: REV
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410-'111111PO Box 398
Yacolt,WA 98675
AV Mr.Stee l Inc• (360)686-1160 fax(360)686-1156
DWG.TITLE:
BURNHAM Et ASH APARTMENTS - BLDG 2 - SOUTH/WEST CANOPY
CUSTOMER: DWG SCALE: AS SHOWN P.O.NO.:
JBA LLC DRAWN BY: BRONI _CHK'D BY:
DATE: 12/14/15 DATE:
Portland, OR DWG NO.: SHT.NO.: REV
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Yacolt,WA 98675
(B-B TYPICAL CANOPY SECTION AVMr.Steel Inc. (360)686-1160 fax(360)686-1156
SHT 1 SCALE: 1"=1'-0" DWG.TITLE:
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CUSTOMER: DWG SCALE: AS SHOWN P.O.NO.:
JBA LLC DRAWN BY: BRONI CHK'D BY:
DATE: 12/14/15 DATE:
Portland, OR DWG NO.: SHT.NO.: REV.
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NO. DESCRIPTION BY DATE
0 FOR APPROVAL ONLY BT 03/04/16
1 REVISED PER CUSTOMER COMMENTS - ISSUED FOR FABRICATION BT 07/07/16
2 REVISED - ISSUED FOR FABRICATION BT 09/26/16
`\illiPO Box 398
Yacolt,WA 98675
•
AV Mr.Stee l Inc• (360)686-1160 fax(360)686-1156
DWG.TITLE:
BURNHAM &t ASH APARTMENTS - BLDG 2 - SOUTH/WEST CANOPY
CUSTOMER: DWG SCALE: AS SHOWN P.O.NO.:
JBA LLC DRAWN BY: BRONI CHK'D BY:
DATE: 12/14/15 DATE:
Portland, OR DWG NO.: SHT.NO.: REV
MK 34 4 OF 4
Site Address:
III Building Division
TIGARD Deferred Submittal Transmittal Letter 'k co
Py
TO: D,0 , 1,41S 4- DAT C-E V
_.t t,of _t ' itl }' '':
DEPT: BUILDING DIVISION
FROM: 7 -71 c`€ !.
COMPANY: 3 L 4- AC .
PHONE: O U 6"// /95� 9 t
l//
RE: /," 7 7 5t.,) /'�S A f p `-oo i l S-
Site Address) (Permit ase umber)
? 4h4 {-
rojname or sub•ivision name and lot num
Valuation of Deferred Submittal: $ 1/a0.e
ATTACHED IS THE FOLLOWING DEFERRED .UBMITTAL ITEM:
Remarks: ,j s '' �,� /./ee CG./ i s ",---14-aj e64_5-2
S`,4--/-tmoi7s /04-45
7------\ NOTE: Documents for deferred submittal items shal .e su l`tted to the registered design professional in
responsible charge who shall review them and forw. d the R• he building official with a notation indicating that
i kthe deferred submittal documents have been revie • an. .:-n found to be in general conformance to the design of
the building. The deferred submittal items shall '• be installe, until the design and submittal documents have been
approved by thetbuilding official. Oregon Stru' Special Code Section 106.3.4.2
i '�Y m"y "Ili _ r O e ' i ,p - "
� ='i'.I� `�'`-.-�.. Ilk :. ,if im"� `"� �4="�'y Ni. � �!L� ' ' i..�Ir�,��' _���. ��1'�i��" ua��� �� ,� N : .�a6'' try',
,? l Initials
Routed to Permit Te -g ician: Date _ Win"�
Fees Due: ❑ es E No Fee 0 escription: Amount e:
— , .x , De erred Submittal Fee: $ 72-,(c .
m" , A-�ditional fee based on valuation: $
$
- [1'ther:
� $ •7-2�
�r6 i06, z. .. otal Fees Due:
Special
.......................................................................................................................................................................................................................................................................................................................................................
Instructions: /
Reprint Permit (per PE): ❑ Yes ga No ❑ Done
Applicant Notified: Date: l(7,1-th Co `-5' ,`-'`',Z,...— Initials: Oite—
The fee for processing and reviewing deferred plan submittal shall be an amount equal to 65%of the building based
on the valuation of the particular portion or portions of the project with a minimum$200.00 fee. This fee is in
addition to the project plan review fee based on the total project value.
I:Building\Forms\TransmittalLetter-DefrdSubmtl.doc 04/04/07