Plans I
'' Building Division
Development Code Provision Review
`"A 1'I) Commercial Projects - With Approved Land Use
Building Permit No.: ( P?I)13" UUv7 Kj
Land Use Case File No.: DeAn i l-- (1_30:39
Project Name: _ P - irk I"
Site Address: Copc.)c) SLO f t- - , Suite/Bldg #:
Plans Routed: 1
Original Plan Submittal Date: //kV/3 Routed By: 877—
1"t Revision Submittal Date: a/li/I) Routed By: /RTh
2nd Revision Submittal Date: /,/1/7//3 Routed By: l
To the Applicant: r
Each review type must be approved. If the plan is not approved, please revise and resubmit three (3) copies
to the Building Division. Only checked (1) items are approved. Items not approved and those listed in the
notes must be revised prior to re-submittal. For questions please contact the appropriate staff person(s) listed
above each section.
STAFF: please only mark those items on the left side that are approved.
Planning Review(contact E�v la� no at(503) 718-2*21 or tit&k-- @tigard-
or.gov
j.and Use Approval
aTpuilding Plans Match Approved Plan: Yes No ❑
Q 'taximutn Building Height 4G
9' Conditions Met
❑ Street Trees ti/A
❑ Protected Trees t-1 fr
Notes:
Original Plan: Approved Not Approved ❑ Date: 12117 6
Revision 1: Approved ❑ Not Approved ❑ Date:
Revision 2: Approved ❑ Not Approved ❑ Date:
(Review Continues on Page 2)
L Page 1 of 2
1:1CURPLN Masters\Development Code Provision Review\DCPR COM_WithtandUse.doe Rev.01/16/13
Engineering Review(contact Mike White at(503)718-2464 or MikeW @tigard-or.gov)
ii,
❑ Actual Slope: f1 "'o
❑ PH Permit #
❑ Conditions Met
Notes:
Original Plan: Approved 14, Not Approved ❑ Date: 12--1 7—13
Revision 1: Approved ❑ Not Approved ❑ Date:
Revision 2: Approved ❑ Not Approved ❑ Date:
Permit Coordinator Review(contact Albert Shields at(503) 718-2426 or albert@tigard-or.gov)
❑ Planning Okay to Issue Permit ❑ Arborist Okay to Issue Permit
❑ Engineering Okay to Issue Permit
Notes:
Original Plan: Date Sent to Applicant:
Revision 1: Date Sent to Applicant
Revision 2: Date Sent to Applicant
Okay to Issue Permit: Yes No ❑
Date Routed to Building:
ly(7'VA-8 4 rr----
Page 2 of 2
1:'CURPLN'MasterslDevelopment Code Pmvision ReviewDDCPR_COM WithLandUse.doe Rev.01/16/13
FOR OFFICE USE ONLY— SITE ADDRESS:
This form is recognized by most building departments in the Tri-County area for transmitting information.
Please complete this form when submitting information for plan review responses and revisions.
This form and the information it provides helps the review process and response to your project.
City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
= Transmittal Letter
T I G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 •www.tigard-or.gov
TO: , G�n/ D D
DEPT: BUILDING DIVISION ����
DEC 162013
FROM: Mg& CO( CITY OF TIGARD
COMPANY: 7L 4 �ea1R PLANNINGIENGINEERING
PHONE: 415 4 ny:
RE: " Qf U Lt1 —t} f
S crmrt um r}
(Project name or subdivision name and lot number)
ATTACH ED ARE THE FOLLOWING ITEMS:
Copies: j Description: I Copies: I Description:
Additional set(s) of plans. Revisions:
Cross section(s)and details. Wall bracing and/or lateral analysis.
Floor/roof framing. Basement and retaining walls.
Beam calculations. Engineer's calculations.
Other(explain):
,<
REMARKS: a e_A r 5/ '7/ 261 4-&5 it b� A8-07 FOR 0,FFICE USE ONLY
Routed to Permit Technici Date: 1Z 19 [I'2 Initials:
Fees Due: ❑ Yes [ 10 Fee Description: Amount Due:
$
Special
Instructions:
Reprint Permit(per PE): ❑ Yes ❑ No ❑ Done
Applicant Notified: Date: Initials:
I:lnuildingWormsVrransminal t.euer-Revisions.doc 05/25/2012
Lva
PERMIT SET
ADDENDUM NO. 2
PAC TRUST
PACIFIC PARKWAY CENTER
PORTLAND, OREGON
BDAP
Ze s'`` e
Nolj
•
larSzy
4
OF v�
Prepared by:
TVA Architects, Inc.
920 SW Sixth Avenue, Suite 1500
Portland, Oregon 97204
(503) 220-0668
Date of Issuance: December 16, 2013
Contractor is hereby notified of the following clarifications to or revisions of the Drawings and Project Manual for
the above referenced Project.
This Addendum No. 1 is hereby made a part of the Contract Documents for the Project. Contractor is obligated to
notify subcontractors and suppliers of items relating to their bids.
PAC TRUST
PACIFIC PARKWAY CENTER
PORTLAND,OREGON
ADDENDUM NO. 2
ATTACHMENTS
1. Revised Sheets A201,A805,A806,A807
DRAWINGS
1.1 A201:
Revise: Revise A201 as follows and per attached:
Revise storefront jamb details around building perimeter at existing structural
elements to add metal framing and spray foam insulation.
1.2 A805:
Revise: Revise A805 as follows and per attached:
Revise details 2,7, 15,and 16 to add metal framing and spray foam insulation
at existing structural elements and new storefront window jambs.
1.3 A806:
Revise: Revise A806 as follows and per attached:
Revise details 1,2,3 and 4 to add metal framing and spray foam insulation at
existing structural elements and new storefront window jamb.
1.4 A807:
Revise: Revise A807 as follows and per attached:
Revise details 1,3,4,5, l5,and 16 to add metal framing and spray foam
insulation at existing structural elements and new storefront window jamb.
END OF ADDENDUM
ADDENDUM NO.2
13117 PAGE 1 ADDENDUM No.2 12.16.13
FOR OFFICE USE ONLY—SITE ADDRESS:
This form is recognized by most building departments in the Tri-County area for transmitting information.
Please complete this form when submitting information for plan review responses and revisions.
This form and the information it provides helps the review process and response to your project.
City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
= ' Transmittal Letter
r l c,\ i.: I 13125 SW Hall Blvd. •Tigard, Oregon 97223 • 503.7 l 8.2439 • www.tigard-or.gov
TO: D{,A) DATE RECEIVED:
DEPT: BUILDING DIVISION RECEIVED
FROM: h0141 CO-. DEC 12 2013
OF TID
COMPANY: A fiatirilos C G/ENGNE RING
PHONE: 029 r By: /j->•
RE: u '� a a
� =v oar
i e ddress) I (Permit IN
tictimil i 101/
lt name o su 'vision name and lot nu r per)
ATTACHED ARE THE FOLLOWING ' MS:
Copies: I Description: Copies: I Description:
Additional set(s) of plans. Revisions:
Cross section(s)and de Ails. Wall bracing and/or lateral analysis.
Floor/roof framing. Basement and retaining walls.
Beam calculation Engineer's calculations.
Other(explain)- 4/MO / t i f -re e it f
REMARKS:
FOR OFFICE VSE ONLY
Routed to Permit Technicians Date: 174-04, � '�j Initials:
Fees Due: ❑ Yes 1UIQo Fee Description: Amount Due:
Special
Instructions:
Reprint Permit(per PE): ❑ Yes I ❑No ❑ Done
Applicant Notified: Date: Initials:
1:\Building\Forms\TransmittalLetter-Revisions.doc 05!25!2012
RECEIVED
kva DEC
12 2013
PERMIT SET PLANNING/ENG N RING
ADDENDUM NO.
PAC TRUST
PACIFIC PARKWAY CENTER
PORTLAND, OREGON
�S r�
A. ROBERT THOMPSON n
t24406.111him.....= •
PORTLAND, OREGON-
'?� � TA P2C c —c '2k
OF City of Tigard
A. . • e• Plans
By i IL- Date (�
becif:) ,0 1-94/Pro
Prepared by: OFFICE COPY
TVA Architects, Inc.
920 SW Sixth Avenue, Suite 1500
Portland, Oregon 97204
(503) 220-0668
Date of Issuance: December 10, 2013
Contractor is hereby notified of the following clarifications to or revisions of the Drawings and Project Manual for
the above referenced Project.
This Addendum No. I is hereby made a part of the Contract Documents for the Project. Contractor is obligated to
notify subcontractors and suppliers of items relating to their bids.
PAC TRUST
PACIFIC PARKWAY CENTER
PORTLAND,OREGON
ADDENDUM NO. 1
ATTACHMENTS
1. New Sections 08 11 13,09 65 23 and 10 99 00
2. Revised Sheets A000,D100,D203, D401,A100,A101,A201,A203,A401,a601 through A603,A801
through A803,A805 through A807 and A809
3. Revised Sheets S201, S202, S501, S502 and S601 through S603
PROJECT MANUAL
1.1 00 00 10,Table of
Contents:
Add: 08 11 13 STEEL DOORS AND FRAMES
09 65 23 RESILIENT BASE
10 99 00 MISCELLANEOUS SPECIALTIES
1.2 00 00 10.Table of
Contents:
Delete: 08 12 16 INTERIOR ALUMINUM DOOR FRAMES
09 65 00 RESILIENT FLOORING AND ACCESSORIES
1.3 01 03 00. 3.1. B&C:
Add: B. Alternate No.2: Glazed Overhead Door.
1. Provide glazed aluminum-framed sectional overhead doors
instead of steel sectional overhead door.
2. Specification Sections affected by this Listed Alternate include,
but are not limited to,the following:
a. Section 08 36 13"Sectional Overhead Doors."
C. Alternate No. 3: Paint Exposed Glulam Beams and Ductwork_
1. At LL Tenant Space and Level 1 Tenant Space, paint exposed
glulam beams, ductwork and supports to match new painted
finish at existing roof trusses and underside of roof deck.
2. Specification Sections affected by this Listed Alternate include,
but are not limited to,the following:
a. Section 09 91 00"Painting."
1.4 08 00 00:
Revise: At Doors 10A and 18A,change Rating to I HR.
1.5 08 11 13:
Add: Add new Section 08 1 113 STEEL DOORS AND FRAMES per attached.
ADDENDUM NO.1
11117 PAGE 1 ADDENDUM NO.1 12.10.13
PAC TRUST
PACIFIC PARKWAY CENTER
PORTLAND,OREGON
ADDENDUM NO. 1
1.6 08 12 16.2.3:
Add: 2.3 FIRE-RATED FRAMES
A. Fire-Rated Assemblies: Complying with NFPA 80 and listed and
labeled by a qualified testing agency acceptable to authorities
having jurisdiction for fire-protection ratings indicated, based on
testing at positive pressure according to NFPA 252 or UL IOC.
1.7 08 12 16.2.7:
Renumber: Renumber 2.7 ALUMINUM FINISHES to 2.6.
1.8 08 12 16,2.6.A:
Revise: A. Color Anodic Finish: AAMA 611, AA-M12C22A32/A34, Class 11,
0.010 mm or thicker.
1. Color: Dark bronze.
1.9 08 12 16.3.1.A. 1.
Add: 1. At fire-rated openings,install frames according to NFPA 80.
1.10 08 36 13. 1.2. B:
Revise: B. Related Sections include the following:
1. Division 01 Section"Listed Alternates."
2. Division 26 Sections for electrical service, connections,
disconnects, and circuit breakers for powered operators, and
accessories.
1.11 08 36 13. 1.4,C. I:
Revise: 1. Alternate No.2: Sample of aluminum frame and glazing.
ADDENDUM NO.I
13117 PAGE 2 ADDENDUM NO.l 12.10.13
PAC TRUST
PACIFIC PARKWAY CENTER
PORTLAND,OREGON
ADDENDUM NO. 1
1.12 08 36 13.2.2.1;
Add: 2.2.1 ALUMINUM DOOR SECTIONS(ALTERNATE NO.2)
A. Sections: Extruded-aluminum stile and rail members with
dimensions and profiles as indicated on Drawings; members joined
by welding or with concealed, 1/4-inch-(6-mm-)minimum diameter,
aluminum or nonmagnetic stainless-steel through bolts,full height of
door section; and with meeting rails shaped to provide a weather-
resistant seal.
I. Aluminum: ASTM B 221 (ASTM B 221M) extrusions, alloy
and temper standard with manufacturer for type of use and
finish indicated; minimum thickness 0.065 inch (1.7 mm) for
door section 1-3/4 inches (44 mm) deep, and as required to
comply with requirements.
2. Reinforce sections with continuous horizontal and diagonal
reinforcement, as required to stiffen door and for wind
loading. Ensure that reinforcement does not obstruct vision
lites.
3. Provide reinforcement for hardware attachment.
B. Solid Panels: Aluminum sheet, complying with ASTM B 209
(ASTM B 209M), alloy and temper standard with manufacturer for
type of use and finish indicated,not less than 0.040 inch (1.02 mm)
thick, set in continuous vinyl channel retained with rigid, snap-in,
extruded-vinyl moldings or with rubber or neoprene glazing gasket
with aluminum stop.
C. Full-Vision Sections: Manufacturer's standard, tubular, aluminum-
framed section fully glazed with 1/4-inch-thick, clear glass set in
vinyl, rubber, or neoprene glazing channel and with removable
extruded-vinyl or aluminum stops.
1.13 0836l3.2.7&2.8:
Add: 2.7 STEEL AND GALVANIZED-STEEL FINISHES
A. Baked-Enamel or Powder-Coat Finish: Manufacturer's standard
baked-on finish consisting of prime coat and thermosetting topcoat.
Comply with coating manufacturer's written instructions for
cleaning,pretreatment,application,and minimum dry film thickness.
1. Color: Match aluminum-framed storefront.
2.8 ALUMINUM FINISHES(ALTERNATE NO. 2)
A. Baked-Enamel or Powder-Coat Finish: AAMA 2603. Comply with
coating manufacturer's written instructions for cleaning, conversion
coating,application,and baking.
I. Color: Match aluminum-framed storefront.
ADDENDUM NO.1
13117 PAGE 3 ADDENDUM NO.1 12.10.13
PAC TRUST
PACIFIC PARKWAY CENTER
PORTLAND,OREGON
ADDENDUM NO.
1.14 084113.2.8.A:
Revise: A. Color Anodic Finish: AAMA 611, AA-Ml2C22A32/A34, Class II,
0.010 mm or thicker.
1. Color: Dark bronze.
1.15 08 71 00.3.3.C:
Revise: Revise Group 1 as follows:
Delete Lockset.
Add lea./Exit Device/35A-Lx360L.
Add 1 ea./Rim Cylinder.
1.16 09 65 00:
Delete: Delete Section 09 65 00 RESILIENT FLOORING AND ACCESSORIES.
1.17 09 65 23:
Add: Add new Section 09 65 23 RESILIENT BASE per attached.
1.18 0991 00. 1.2.B,4:
Add: 1. Do not paint exposed glulam beams, ductwork and supports; see
Alternate No. 3.
1.19 09 91 00, 1.2.G. 1:
Revise: 1. Division 01 Section"Listed Alternates."
1.20 09 91 00, 1.2,H,4 1.4, B;
Delete: Delete all references to LEED.
1.21 09 91 00. 1.5. E:
Add: E. Mockup: Provide 10' x 10' mockup of spray-applied acrylic dryfall
finish at underside of roof deck; include 10 I.f of roof truss.
I. Apply wood primer if recommended by Installer to avoid
bleedthrough.
2. Approved mockup may remain as part of the Work.
1.22 09 91 00.2.4. A.3:
Revise: 3. Gypsum Board Primer: USG;Sheetrock First Coat Primer.
1.23 09 91 00.2.4.A.5:
Revise: 5. Wood Primer: Acrylic primer.
1.24 09 91 00.2.6.D:
Revise: D. Spray-Applied Acrylic Dryfall:
1. Coronado; Super Kote 5000 Latex Flat Dry Fall.
2. Miller;Aqua Fall 624.
3. Rodda; #513801 100%Acrylic Dryfall-Flat.
4. Sherwin Williams;B42W Waterborne Acrylic Dryfall Flat.
ADDENDUM NO.1
13117 PAGE 4 ADDENDUM NO.1 12.10.13
PAC TRUST
PACIFIC PARKWAY CENTER
PORTLAND,OREGON
ADDENDUM NO. 1
1.25 09 91 00.3.8.A.
Revise: 1. One coat gypsum board primer.
1.26 09 91 00,3.8.B:
Delete: Delete para. B. in its entirety.
1.27 09 91 00.3.8.C. 1:
Revise: 1. One coat gypsum board primer.
1.28 09 91 00.3.8.D:
Revise: D. Exposed Roof Deck and Roof Trusses: See Alternate No. 3 for
painting of exposed glulam beams,ductwork and supports.
1. Primer: Apply manufacturer's recommended primer if needed
per mockup review.
2. One coat spray-applied acrylic dryfall.
3. Color: White.
1.29 10 99 00:
Add: Add new Section 10 99 00 MISCELLANEOUS SPECIALTIES per attached.
DRAWINGS
1.30 A000.COVER SHEET :
Revise: Revise A000 as follows and per attached:
Add Sheets A101,A805,A806,and A807.
1.31 D100:
Revise: Revise D100 as follows and per attached:
Revise demo scope for existing concrete sidewalk at north entry.
Revise demo scope for existing concrete sidewalk at east entry.
Revise demo scope for existing asphalt paving at new concrete sidewalk
connection to SW 68th Parkway.
Revise Hardscape demolition summary.
Add Existing Parking Summary.
1.32 D203:
Revise: Revise D203 as follows and per attached:
Revise Key Notes 6 and 7.
Revise notes at existing roof drains and overflow drain locations on upper
roof to show demolition of existing drains with existing piping to remain.
ADDENDUM NO.I
11117 PAGE 5 ADDENDUM NO.1 12.1013
PAC TRUST
PACIFIC PARKWAY CENTER
PORTLAND,OREGON
ADDENDUM NO. 1
1.33 D401:
Revise: Revise D401 as follows and per attached:
Revise Detail 1 to show demolition of standing seam metal panel fascia at
grid G.
Revise Detail 3 to show demolition of standing seam metal panel fascia
between grids F and G.
1.34 A100:
Revise: Revise A 100 as follows and per attached:
Revise extents of new concrete sidewalk at north entry.
Delete bike racks at north entry.
Add concrete curb and planting at north entry.
Revise shape of parking curb at east entry.
Add concrete slab and bike parking at south entry.
Revise trash enclosure and add elevation call outs.
Delete new trees/planting at west entry.
1.35 A101:
Revise: Revise A101 as follows and per attached:
Add elevations for new trash enclosure.
1.36 A201:
Revise: Revise A20I as follows and per attached:
Add detail tags for exterior plan details around building perimeter.
Add datum elevation for 0'-0"in Floor Plan General Notes.
Detail I & 2: Add wall sections tags 4/A601 and 7/A601 at north elevation
between grids F and G.
1.37 A203:
Revise: Revise A203 as follows and per attached:
Add new roof drain/overflow drain locations.
Add tapered cricket insulation at all new roof drain/overflow drain locations
on upper roof.
Revise Detail 3/A809 tag at new mechanical curb.
1.38 A401:
Revise: Revise A401 as follows and per attached:
Revise Detail 1 to show new standing seam metal panel fascia at grid G.
Revise Detail 4 to show panel joint in ribbed metal panel between grids 5 and
6.
ADDENDUM NO.1
11117 PAGE 6 ADDENDUM N6.1 12.10.13
PAC TRUST
PACIFIC PARKWAY CENTER
PORTLAND,OREGON
ADDENDUM NO. 1
1.39 A601-,
Revise: Revise A601 as follows and per attached:
Renumber all wall sections.
All details-Add note removing all wall and ceiling finishes at exterior walls
from the project scope.
Detail 1,4,7—Add soffit detail at existing truss.
Detail 4—Add new wall section.
Detail 7—Add new wall section.Add new steel angle storefront support
detail at lower level existing concrete stem wall.
1.40 A602:
Revise: Revise A602 as follows and per attached:
Renumber all wall sections.
All details-Add note removing all wall and ceiling finishes at exterior walls
from the project scope.
Details 3&4: Add soffit detail at existing truss.
Detail 4: Move new metal stud wall out to balloon past slab and land on new
steel angle.
Detail 6: Revise detail to show existing and new glulam beams at new west
entry roof.
1.41 A603:
Revise: Revise A603 as follows and per attached:
Renumber all wall sections.
All details-Add note removing all wall and ceiling finishes at exterior walls
from the project scope.
Details 1 &2: Add soffit detail at existing truss.
Detail 4: Add roof drain/overflow drain at new soffit.
1.42 A801:
Revise: Revise A801 as follows and per attached:
All details-Add note removing all wall and ceiling finishes at exterior walls
from the project scope.
1.43 A802;
Revise: Revise A802 as follows and per attached:
All details-Add note removing all wall and ceiling finishes at exterior walls
from the project scope.
Detail 21,13,14—Revise details to show new metal stud wall moved out to
balloon past slab and land on new steel angle
Detail 11 now shows existing glulam at new storefront window head.
ADDENDUM NO.1
13117 PAGE 7 ADDENDUM NO.1 12.10.13
PAC TRUST
PACIFIC PARKWAY CENTER
PORTLAND,OREGON
ADDENDUM NO. 1
L44 A803:
Revise: Revise A803 as follows and per attached:
Renumber all details.
Add new Details 5,6,& 8.
1.45 A805:
Revise: Revise A805 as follows and per attached:
Add new sheet of exterior plan details.
1.46 A806:
Revise: Revise A806 as follows and per attached:
Add new sheet of exterior plan details.
1.47 A807;
Revise: Revise A807 as follows and per attached:
Add new sheet of exterior plan details.
1.48 A809;
Revise: Revise A809 as follows and per attached:
Revise Detail 3 at mechanical curb.
1.49 5201:
Revise: Revise 5201 as follows and per attached:
Revise SW HSS column to 3x3x3/16.
Add section cuts at east and north shear walls.
1.50 S202:
Revise: Revise S202 as follows and per attached:
Revise glulam at SW to 10-1/2 x 5-1/8.
Revise connection note at north end of SW glulam.
1.51 5501:
Revise: Revise S501 as follows and per attached:
Detail 1: Revise dowel spacing.
Add new Detail 8.
1.52 $502:
Revise: Revise 5502 as follows and per attached:
Detail 2: Revised dowel spacing.
Detail 4: Add dowel spacing.
Add new Detail 13.
ADDENDUM NO.1
13117 PAGE 8 ADDENDUM No.1 12.10 13
PAC TRUST
PACIFIC PARKWAY CENTER
PORTLAND,OREGON
ADDENDUM NO. I
1.53 S601:
Revise: Revise S601 as follows and per attached:
Add kicker to support lateral at soffit Detail 1
1.54 S602:
Revise: Revise S602 as follows and per attached:
Detail 1: Revise connection at pipe column and glulam intersection and revise
glulam size.
1.55 S603:
Revise: Revise S603 as follows and per attached:
Add details for South Mezzanine and North Mezzanine exterior wall and
curtain wall supports.
END OF ADDENDUM
ADDENDUM NO.1
13 117 PAGE 9 ADDENDUM NO.1 1 2.10.13
PAC TRUST
PACIFIC PARKWAY CENTER
PORTLAND,OREGON
STEEL DOORS AND FRAMES
PART I -GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
Division 01 Specification Sections,apply to this Section.
1.2 SUMMARY
A. This Section includes exterior steel doors and frames.
B. Product Data: For each product indicated. Include door designation, type, level and model, material
description,label compliance,sound and fire-resistance ratings,and finishes.
C. Door Schedule. Use same reference designations indicated on Drawings.
1.3 QUALITY ASSURANCE
A. Steel Door Frame Standard: Comply with ANSI A 250.8, unless more stringent requirements are
indicated.
PART 2-PRODUCTS
2.1 MANUFACTURERS
A. Available Manufacturers: Subject to compliance with requirements,manufacturers offering products that
may be incorporated into the Work include,but are not limited to,the following:
1. Amweld Building Products,Inc.
2. Ceco Door Products;a United Dominion Company.
3. Curries Company.
4. Mesker Door, Inc.
5. Steelcraft;a division of Ingersoll-Rand.
6. Stiles Custom Metal, Inc.
2.2 MATERIALS
A. Hot-Rolled Steel Sheets: ASTM A 569/A 569M, Commercial Steel (CS), Type B; free of scale, pitting,
or surface defects;pickled and oiled.
B. Cold-Rolled Steel Sheets: ASTM A 366/A 366M, Commercial Steel (CS), or ASTM A 620/A 620M,
Drawing Steel(DS),Type B;stretcher-leveled standard of flatness.
2.3 DOORS
A. Exterior Doors: Complying with ANSI A250.8 for level and model and ANSI A250.4 for physical-
endurance level indicated.
I. Level 2 and Physical Performance Level B,Model I (Full Flush).
2.4 FRAMES
A. General: ANSI A250.8;conceal fastenings,unless otherwise indicated.
STEEL DOORS AND FRAMES
11117 SECTION 08 11 13- 1 PERMIT SET 11.08.13
ADDENDUM NO.1 12.10.13
PAC TRUST
PACIFIC PARKWAY CENTER
PORTLAND,OREGON
STEEL DOORS AND FRAMES
B. Door Frame Steel Sheet Thickness:
1. 0.053-inch-(1.3-mm-),unless otherwise indicated.
C. Fixed Frame Moldings: Formed integral with hollow metal frames,a minimum of 5/8 inch(16 mm)high
unless otherwise indicated.
D. Door Silencers: Three silencers on single-door frames and two silencers on double-door frames.
E. Plaster Guards: 0.016-inch- (0.4-mm-) thick, steel sheet plaster guards or mortar boxes to close off
interior of openings.
F. Supports and Anchors: Not less than 0.042-inch-(I.0-mm-)thick zinc-coated steel sheet.
G. Inserts, Bolts, and Fasteners: Manufacturer's standard units. Zinc-coat items that are to be built into
exterior walls according to ASTM A 153/A 153M,Class C or D as applicable.
2.5 FABRICATION
A. General: Fabricate steel door frame units to comply with ANSI A250.8 free from defects including warp
and buckle. Where practical,fit and assemble units in manufacturer's plant.
B. Exterior Doors: Fabricate doors, panels, and frames from metallic-coated steel sheet. Close top and
bottom edges of doors flush as an integral part of door construction or by addition of 0.053-inch- (1.3-
mm-)thick,metallic-coated steel channels with channel webs placed even with top and bottom edges.
C. Core Construction: Manufacturer's standard core construction that produces a door complying with SDI
standards.
D. Clearances for Non-Fire-Rated Doors: Not more than 1/8 inch(3.2 mm)at jambs and heads, except not
more than 1/4 inch(6.4 mm)between pairs of doors. Not more than 3/4 inch(19 mm)at bottom.
E. Door-Edge Profile: Square edge,unless beveled edge is indicated.
F. Tolerances: Comply with SDI 117.
G. Prepare doors and frames to receive mortised and concealed hardware according to final door hardware
schedule and templates provided by hardware supplier. Comply with applicable requirements in
ANSI A250.6 and ANSI A I l 5 Series specifications for door and frame preparation for hardware.
H. Frame Construction:
I. Fabricate frames with mitered or coped and continuously welded corners and seamless face joints.
Provide temporary spreader bars.
2. Grout Guards: Weld guards to frame at back of hardware mortises in frames to be grouted.
3. Floor Anchors: Weld anchors to bottom of jambs and mullions with at least four spot welds per
anchor.
4. Jamb Anchors: Provide number and spacing of anchors as follows:
a. Stud-Wall Type: Locate anchors not more than 18 inches(457 mm) from top and bottom
of frame. Space anchors not more than 32 inches(813 nun)o.c.and as follows:
1) Three anchors per jamb up to 60 inches(1524 mm)high.
2) Four anchors per jamb from 60 to 90 inches(1524 to 2286 mm)high.
3) Five anchors per jamb from 90 to 96 inches(2286 to 2438 mm)high.
4) Five anchors per jamb plus 1 additional anchor per jamb for each 24 inches (610
mm)or fraction thereof above 96 inches(2438 mm)high.
5) Two anchors per head for frames more than 42 inches (1066 mm) wide and
mounted in metal-stud partitions.
5. Door Silencers: Except on weather-stripped doors,drill stops to receive door silencers as follows.
Keep holes clear during construction.
STEEL DOORS AND FRAMES
.13117 SECTION 08 11 13-2 PERMIT SET 1I.O13.13
ADDENDUM NO.1 12.10.1]
PAC TRUST
PACIFIC PARKWAY CENTER
PORTLAND,OREGON
STEEL DOORS AND FRAMES
a. Single-Door Frames: Drill stop in strike jamb to receive three door silencers.
6. Provide loose stops and moldings on inside of hollow metal work.
Reinforce door frames to receive surface-applied hardware. Drilling and tapping for surface-applied
hardware may be done at Project site.
J. Locate hardware as indicated or,if not indicated,according to ANSI A250.8_
2.6 FINISHES
A. Prime Finish: Manufacturer's standard, factory-applied coat of rust-inhibiting primer complying with
ANSI A250.10 for acceptance criteria.
PART 3-EXECUTION
3.1 INSTALLATION
A. Hollow Metal Frames: Comply with ANSI/SDI A250.11.
1. Set frames accurately in position,plumbed, aligned, and braced securely until permanent anchors
are set. After wall construction is complete, remove temporary braces, leaving surfaces smooth
and undamaged.
a. Where frames are fabricated in sections because of shipping or handling limitations, field
splice at approved locations by welding face joint continuously;grind, fill,dress,and make
splice smooth,flush,and invisible on exposed faces.
b. Install door silencers in frames before grouting.
c. Remove temporary braces necessary for installation only after frames have been properly
set and secured.
d. Check plumbness, squareness, and twist of frames as walls are constructed. Shim as
necessary to comply with installation tolerances.
e. Field apply bituminous coating to backs of frames that are filled with grout containing
antifreezing agents.
2. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor,and secure
with postinstalled expansion anchors.
a. Floor anchors may be set with powder-actuated fasteners instead of postinstalled expansion
anchors if so indicated and approved on Shop Drawings.
3. Metal-Stud Partitions: Solidly pack mineral-fiber insulation behind frames where acoustical or
sound-rated doors are scheduled.
4. In-Place Gypsum Board Partitions: Secure frames in place with postinstalled expansion anchors
through floor anchors at each jamb. Countersink anchors, and fill and make smooth, flush, and
invisible on exposed faces.
5. Installation Tolerances: Adjust hollow metal door frames for squareness, alignment, twist, and
plumb to the following tolerances:
a, Squareness: Plus or minus 1/16 inch (1.6 mm), measured at door rabbet on a line 90
degrees from jamb perpendicular to frame head.
STEEL DOORS AND FRAMES
13117 SECTION 08 11 13 -3 PERMIT sEr 11.06 13
ADDENDUM NO. 12.10 13
PAC TRUST
PACIFIC PARKWAY CENTER
PORTLAND,OREGON
STEEL DOORS AND FRAMES
b. Alignment: Plus or minus 1/16 inch (1.6 mm), measured at jambs on a horizontal line
parallel to plane of wall.
c. Twist: Plus or minus 1/16 inch (1.6 mm), measured at opposite face corners of jambs on
parallel lines,and perpendicular to plane of wall.
d. Plumbness: Plus or minus 1/16 inch(1.6 mm),measured at jambs at floor.
B. Hollow Metal Doors: Fit hollow metal doors accurately in frames, within clearances specified below.
Shim as necessary.
1. Non-Fire-Rated Standard Steel Doors:
a. Jambs and Head: 1/8 inch(3 mm)plus or minus 1/16 inch(1.6 nun).
b. Between Edges of Pairs of Doors: 1/8 inch(3 mm)plus or minus 1/16 inch(1.6 mm).
c. Between Bottom of Door and Top of Threshold: Maximum 3/8 inch(9.5 mm).
d. Between Bottom of Door and Top of Finish Floor(No Threshold): Maximum 3/4 inch(19
mm).
3.2 ADJUSTING AND CLEANING
A. Final Adjustments: Check and readjust operating hardware items immediately before final inspection.
Leave work in complete and proper operating condition. Remove and replace defective work, including
hollow metal work that is warped,bowed,or otherwise unacceptable.
B. Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime coat
and apply touchup of compatible air-drying,rust-inhibitive primer.
END OF SECTION
STEEL DOORS AND FRAMES
13117 SECTION 08 11 13 -4 PERMIT SET 11.08.13
ADDENDUM NO.1 12.10 13
PAC TRUST
PACIFIC PARKWAY CENTER
PORTLAND,OREGON
RESILIENT BASE
PART I -GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
Division 01 Specification Sections,apply to this Section.
1.2 SUMMARY
A. This Section includes the following:
1. Resilient base at PBX 3,Electrical 4 and Electrical 5.
1.3 SUBMITTALS
A. Product Data: Manufacturer's technical data and installation instructions for each type of resilient base.
B. Samples for Initial Selection: Manufacturer's color charts consisting of units or sections of units showing
the full range of colors and patterns available for each type of resilient base for which color is to be
selected.
C. Samples for Verification: For each different color of resilient base specified, submit samples showing
the full range of variations expected.
. Resilient Base: 2 foot lengths.
D. Maintenance Data: Two copies of manufacturer's recommended maintenance practices for each type of
resilient base specified.
1.4 QUALITY ASSURANCE
A. Installer Qualifications: Engage an experienced installer to perform work of this Section who has
specialized in installing resilient base with a record of successful in-service performance.
B. Source Limitations: Obtain each type, color, and pattern of product specified, including recommended
primers, adhesives, sealants, and leveling compounds, from one source with resources to provide
products of consistent quality in appearance and physical properties without delaying the Work.
1.5 DELIVERY,STORAGE,AND HANDLING
A. Deliver products to Project site in manufacturer's original,unopened cartons and containers.
B. Store products in dry spaces protected from the weather,with ambient temperatures maintained between
50 and 90 deg F.
C. Move products into spaces where they will be installed at least 48 hours before installation,unless longer
conditioning period is recommended in writing by manufacturer.
1.6 PROJECT CONDITIONS
A. Maintain a temperature of not less than 70 deg F or more than 95 deg F in spaces to receive products for
at least 48 hours before installation, during installation,and for at least 48 hours after installation, unless
manufacturer's written recommendations specify longer time periods. After post-installation period,
maintain a temperature of not less than 55 deg F or more than 95 deg F.
B. Install resilient base after other finishing operations,including painting,have been completed.
RESILIENT BASE
13117 SECTION 09 65 23 - I PERMIT SET 12.10.13
ADDENDUM NO.1 12 10.13
PAC TRUST
PACIFIC PARKWAY CENTER
PORTLAND,OREGON
RESILIENT BASE
PART 2-PRODUCTS
2.1 RESILIENT
A. Coved Rubber Base:
1. Industry Standard: FS SS-W-40,Type I.B.
2. Profile: Coved.
3. Manufacturer: Johnsonite.
4. Color: 44 Dark Brown.
5. Height: 4 inches.
6. Thickness: 1/8 inch.
7. Minimum Length: 50 feet.
8. Base Accessories: Matching end stops and preformed or molded corner units.
2.2 INSTALLATION ACCESSORIES
A. Adhesives: Water-proof, stabilized non-asphaltic emulsion type recommended by manufacturer to suit
resilient products and substrate conditions indicated.
PART 3-EXECUTION
3.1 EXAMINATION
A. Require Installer to examine substrates,areas, and conditions where installation of resilient products will
occur. Verify that substrates are free of cracks, ridges, depressions, scale, and foreign deposits, and
conditions are satisfactory for resilient product installation.
B. Do not proceed with installation until unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Remove coatings, including curing compounds, and other substances that are incompatible with
adhesives and that contain soap, wax, oil, or silicone, using mechanical methods recommended by
manufacturer.
B. Broom and vacuum clean substrates to be covered immediately before product installation.
3.3 RESILIENT BASE INSTALLATION
A. Apply rubber base to walls,columns,pilasters,casework and cabinets in toe spaces,and other permanent
fixtures in rooms and areas where base is required.
1. Install wall base in lengths as long as practicable without gaps at seams and with tops of adjacent
pieces aligned.
2. Tightly adhere wall base to substrate throughout length of each piece, with base in continuous
contact with horizontal and vertical substrates.
3. Do not stretch base during installation.
4. On irregular substrates, fill voids along top edge of wall base with manufacturer's recommended
adhesive filler material.
5. Install premolded corners before installing straight pieces.
RESILIENT BASE
13117 SECTION 09 65 23 -2 PERMIT SET 12.10.13
ADDENDUM NO.1 12.10.13
PAC TRUST
PACIFIC PARKWAY CENTER
PORTLAND,OREGON
RESILIENT BASE
3.5 CLEANING AND PROTECTING
A. Perform the following operations immediately after installing resilient products:
1. Remove adhesive and other surface blemishes using cleaner recommended by resilient product
manufacturers.
2. Sweep or vacuum floor thoroughly.
3. Do not wash floor until after time period recommended by flooring manufacturer.
4. Damp-mop floor to remove marks and soil.
END OF SECTION
•
RESILIENT BASE
13117 SECTION 09 65 23 -3 PERMIT SET 12.10.13
ADDENDUM NO.1 12.10.13
PAC TRUST
PACIFIC PARKWAY CENTER
PORTLAND,OREGON
MISCELLANEOUS SPECIALTIES
PART I -GENERAL
1.I RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
Division 01 Specification Sections,apply to this Section.
1.2 SUMMARY
A. This Section includes the following miscellaneous specialties:
1. Bike racks.
1.3 SUBMITTALS
A. Product Data for each type of specialty required, including installation details, dimensions of
components,profiles,and finishes.
1.4 DELIVERY,STORAGE,AND HANDLING
A. Deliver products in manufacturer's original, unopened, protective wrapping with original, legible label
intact.
B. Do not deliver accessories until construction is ready for their installation.
C. Protect units from damage during delivery,storage,handling,and installation.
PART 2-PRODUCTS
2.1 BIKE RACKS
A. Manufacturer: Life Rax,LLC.
B. Model: WVE-5 Bend/7 Bikes.
I. 2.375"OD Schedule 40 steel pipe,powdercoated;color to match aluminum-framed storefront.
2. Mounting: Surface mounted.
PART 3 -EXECUTION
3.1 PREPARATION
A. Coordinate locations of television mounting brackets with Architect and General Contractor prior to
installation of flat strap backing and supports..
B. Verify that blocking and substrates to receive specialties are properly prepared,sized,and located.
C. Prior to starting work,notify General Contractor of unsatisfactory conditions requiring correction.
D. Do not begin work until unsatisfactory conditions have been corrected.
3.2 PROTECTION
A. Protect other materials from damage caused by Work of this Section.
MISCELLANEOUS SPECIALTIES
13117 SECTION 10 99 00- 1 PERMIT SET 11.013 13
ADDENDUM NO.1 12.10 13
PAC TRUST
PACIFIC PARKWAY CENTER
PORTLAND,OREGON
MISCELLANEOUS SPECIALTIES
3.3 INSTALLATION
A. Install specialties at locations shown and according to manufacturer's written instructions.
B. Provide clips, grounds, fasteners, backing materials, brackets, anchors, trim, and accessories for a
complete installation.
C. Install specialties plumb,level,square and true.
3.4 ADJUST AND CLEAN
A. Use only materials and procedures recommended by manufacturer.
B. Replace units that cannot be restored to factory-finished appearance.
C. Repair damaged finishes so no evidence remains of corrective work.
•
END OF SECTION
MISCELLANEOUS SPECIALTIES
13117 SECTION 1099 00-2 PERMIT SET 11.08.13
ADDENDUM NO.1 12.10.13