OUTLINE SPECIFICATION
-
Coordinate the Execution of the Work.
Verify Existing Site Conditions and Dimensions Prior to Starting
Construction.
Notify Architect of Discrepancies in Plans and Specifications Prior to
Executing the Work.
Obtain and Comply With Manufacturers' Documentation for Handling,
Storing and Installing Materials.
Design and Construct Temporary Shoring and Bracing as Required by the
Work.
Coordinate Scheduling and Routing of Submittals, Special Inspections,
Inspections, Testing and Test Reports.
Required Special Inspection Costs are to be Paid by the Owner
GENERAL
Provide Scheduled Submittals as Indicated.
Accompany Each Submittal with a Transmittal Letter Detailing Project
Name, Submittal Date, List of Scheduled Materials Submitted, and the
Number of Copies of Each.
Procedures Indicated Provide Only for the Minimum Requirements of the
Owner, Architect, and Authority Having Jurisdiction
Incomplete or Unscheduled Submittals Will not be Accepted or Reviewed.
SUBMITTAL TYPES
M Material Samples - 12" x 12" Max Size or As Approved Clearly Keyed to
Proposed Intended Use
F
Finish or Color Samples - 12" x 12" Max Size or As Approved Clearly
Keyed to Proposed Intended Use
D Paint Drawdowns (Finish Coats Only) - 8" x 10" Size or As Approved
Clearly Keyed to Proposed Intended Use
MU Mockup - 4' x 6' Max Size or As Approved
S
Detailed Production Shop Drawings and/or Manufacturer's Product Data
Clearly Keyed to Each Other and to Contract Documents
ES Engineered Shop Drawings To Professional Standards Bearing Seal
required by Oregon State Law Including Design and Supporting
Calculations. Key Clearly to Each Other and to Contract Documents
MX Mix Designs Clearly Keyed to Proposed Intended Use
MC Manufacturer's Certification of Specification Compliance
SUBMITTAL PROCEDURES
Procedure Type
1
Documents for Record
2
Samples For Selection From
Manf. Standard Options
Documents for Review
4
5
SLUMP:
EXPANSION JOINT:
FINISH:
INSTALLATION:
• SUBMITTALS
3
STRENGTH:
Documents for Consultant
Review
Deferred Submittals for
Jurisdiction Review per
OSSC Sec. 107.3.4.2
[CONC-2]
Troweled
[CONC-3]
Broom Finish
[CONC-4]
Light Broom Finish
Per ACI-301 Specification for Structural Concrete in
Buildings. Cure Interior Slabs to Receive Stain or Finish
Flooring Without Curing Compound Application.
• EPOXY ANCHOR SYSTEM
LISTING:
INSTALLATION:
MANF/MATL:
To Carry Current NER Evaluation Report.
Per NER Evaluation Report
SIMPSON / SET Anchor System
DIVISION 4 - MASONRY
• DIMENSIONAL FRAMING LUMBER
MANF/MATL:
INSTALLATION:
Douglas Fir-Larch No. 2 & BTR Unless Otherwise Indicated,
Preservative Pressure Treated (Foundation Grade) Where In
Contact With Earth, Masonry, Or Concrete
Provide Backing For Accessories, Blocking And Baffles Of
Same Materials As Adjacent Framing Where Indicated. Nailing
Per IBC Table 23o4.9.1 Unless Otherwise Indicated
(2) cc in 15 Days
[PLY-1]
MANF/MATL:
(2) cc to
Jurisdiction
Having Authority
(1) cc From
Jurisdiction
Having Authority
(DECKING @ STORAGE)
1 1/8" APA "Standard", Index 42/20, Species Group 1. Exterior
Glue, All Applications
[PLY-2]
MANF/MATL:
(TYP DECKING)
3/8" APA "Standard", Index 42/20, Species Group 1. Exterior
Glue, All Applications
METAL FRAMING CLIPS, HOLDOWNS, ETC.:
MANF/MATL:
Simpson Strong-Tie
INSTALLATION:
Per Manf Documentation
• [EWJ] = ENGINEERED WOOD JOISTS
GENERAL:
INSTALLATION:
Per Manf Documentation, Prepare Shop Drawings For Review
[EWG-1]
MANF/MATL:
Trus Joist / TJI/210, Sizes Per Drawings
M
F
D
MU
S
ES
MX
MC
Concrete Mix
-
-
-
-
-
-
4
-
Steel Reinforcement
-
-
-
-
4
-
-
-
I-Joists
-
-
-
-
-
3, 5
-
-
Casework & Finishes
Hollow Metal Doors
and Frames
Hardware
-
3
-
-
-
3, 5
-
-
GENERAL:
INSTALLATION:
Per Manf Documentation, Prepare Shop Drawings For Review
-
-
-
-
3
-
-
-
-
2
-
-
3
-
-
-
[WRJ-1]
MANF/MATL:
Trus Joist / 1 1/8” TJ Rim Board
Coating Systems
-
-
3
-
-
-
-
-
Carpet & Sheet Vinyl
2
-
-
-
-
-
-
-
Plumbing Fixtures
Fire Suppression
(Sprinklers)
HVAC Equipment
-
-
-
-
1
-
-
-
-
-
-
-
-
3, 5
-
-
-
-
-
-
1
-
-
-
Electrical Fixtures
-
-
-
-
1
-
-
-
• QUALITY CONTROL TESTING & INSPECTION
GENERAL
Perform and Write Reports of the Following Tests and Inspections. Submit
Reports to the Architect or as Otherwise Indicated.
Coordinate Performance of Scheduled Tests and Inspections With
Qualified Agency Engaged by Owner.
Detail in Each Report the Client (Property Owner), Project Name, Testing
Performed, and Date Performed.
See Individual Specification Sections for Test Methods to be Used.
Procedures Indicated Provide Only for the Minimum Requirements of the
Owner, Architect and Authority Having Jurisdiction
Comply with Inspection and Reporting Requirements of the Authority
Having Jurisdiction for Special Inspections. Special Inspection Procedures
Cited Below are Based on the Architects' Understanding of the
Requirements for This Project
See Also Structural Drawings by ANG Engineering for Additional Testing &
Inspection Requirements
REPORT TYPE
TR Test Reports
IR Inspection Reports
• [WRJ] = ENGINEERED RIM BOARD
• [CWK] = CASEWORK
[CWK-1]
MANF/MATL:
STANDARDS:
EXPOSED:
SEMI-EXPOSED:
EDGES:
ADJUSTABLES:
DRAWER SIDES:
GUIDES:
FILE GUIDES:
HINGES:
PULLS:
LOCKS:
(LAMINATE FACED CASEWORK)
Contractor Selected/Plastic Laminate Casework
AWI Custom Grade
Plastic Laminate
Melamine
.020 PVC To Match
Drilled
1/2" Melamine
Blum 230 - 3/4 Extensions
Accuride 150# - Full Extensions
Blum 125 Degree
3 1/2" Brushed Stainless Steel
National C8138-26D
• [SST] = STAINLESS STEEL
MANF/MATL:
COLOR:
Contractor Select / Type 304 / 20 Gauge
Contractor Selected From Manf Standard Options
• [PLM] = PLASTIC LAMINATE
[PLM-1]
MANF/MATL:
COLOR:
INSTALLATION:
(OFFICE AREAS)
Contractor Selected
Owner Selected from Contractor Provided Samples
Per Manf Documentation
DIVISION 7 - THERMAL & MOISTURE PROTECTION
• [ITB] = THERMAL INSULATION BATTS
QUALITY CONTROL TESTING & INSPECTION PROCEDURES
1
Inspections, Tests & Reports by Testing Agency: Submit (2 cc) of Report
to Architect
2
In Approved Fabricators Shop: None Required
3
Special Inspections and Reports: Per OSSC. Section 1704 Special
Inspections, or as Indicated. Submit (2 cc) to Architect; (1 cc) to Authority
Having Jurisdiction
TESTING AND INSPECTION PROCEDURE SCHEDULE
Report Type
[ITB-1]
MANF/MATL:
FACING:
R-VALUE:
INSTALLATION:
[ITB-2]
MANF/MATL:
FACING:
R-VALUE:
INSTALLATION:
(BATT INSULATION - WALLS)
Contractor Selected/Fiberglass Batt Insulation
Flame Spread less than 25; Smoke Density less than 450, and
Permeability less than 1.0 perms
R-15
Per Manf Documentation
(BATT INSULATION - CEILING)
Contractor Selected/Fiberglass Batt Insulation
Flame Spread less than 25; Smoke Density less than 450, and
Permeability less than 1.0 perms
R-35
Per Manf Documentation
TR
IR
Soil Compaction
1
-
Concrete w/ f'c <2,500
1
-
Concrete w/ f'c >2,500
-
3
Bolts Embedded in Concrete
-
3
Rebar Placement @ Concrete w/ f'c>2,500
-
1
DIVISION 8 - DOORS & WINDOWS
Epoxy Anchor System Installation
-
3
• [DHM] = HOLLOW METAL DOOR
Structural Observation (OSSC Section 1709)
-
3
• VAPOR RETARDER
MANF/MATL:
INSTALLATION:
MANF/MATL:
DIVISION 2 - SITEWORK
-NO WORK THIS SECTION-
FINISH:
VISION LITE:
DIVISION 3 - CONCRETE
INSTALLATION:
• STEEL REINFORCEMENT
ASTM A 615, Grade 60 Typical
Place In Accordance With ACI Standards. Lap Continuous Bars
30" Minimum, Or As Otherwise Noted. Place Foundation
Rebar on Dobies or Chairs at Depth Indicated
• FOOTINGS
MANF/MATL:
STRENGTH:
SLUMP:
INSTALLATION:
LOCKS & LATCHES:
MORTISE LOCKS MANF:
EXIT DEVICE MANF:
CYLINDRICAL LOCKS MANF:
DOOR CONTROLS & STOPS
OVERHEAD CLOSERS MANF:
Max.
SPRING HINGE MANF:
WALL STOPS MANF:
FLOOR STOPS MANF:
Ready Mixed, ASTM C 94
Minimum 3000 psi, 28-Day per ACI 318. 2500 psi Assumed
For Design. No Special Inspection Required
4" Maximum.
Per ACI-301 Specification for Structural Concrete in Buildings
1-Perm Max. Vinyl, Foil, Visqueen, or FSK Paper
Per Manf Documentation
Contractor Selected / Hollow Metal
- 18 Gauge Galvanized Steel. Provide Welded Channel Head
Closure At Exterior Doors.
- U-Value = 0.20
Factory Primed. Field Painted As Scheduled.
By Air Louver, Where Occurring, To Have Single Pane Safety
Glazing In Metal Frame
Per Manf Documentation. Square, Plumb, Weather-tight And
Infiltration-tight. Operation Should Be Smooth Without
Sticking Or Rattling
(OFFICE AREA EXTINGUISHER)
Contractor Selected
2-A:10B:C
5#
Per Manf Documentation
• [TA] = TOILET ACCESSORIES:
INSTALLATION:
All Per Manf Documentation
[TA-2]
MANF/MATL:
(TOILET PAPER DISPENSER)
Contractor Selected
Corbin Russwin, Yale, Schlage, ....
Von Duprin, Adams-Rite
Corbin Russwin, Yale, Schlage, ....
[TA-3]
MANF/MATL:
(SEAT COVER DISPENSER)
Contractor Selected
[TA-4]
MANF/MATL:
(MIRROR)
Contractor Selected
Norton, Yale, Sargent, or LCN. 8.5 Pounds-Force
[TA-5]
MANF/MATL:
(SOAP)
Contractor Selected
[TA-6]
MANF/MATL:
(PAPER TOWEL DISPENSER)
Contractor Selected
Stanley, ,,,
Stanley, Ives
Trimco/BBW
Pemko
Pemko
Pemko Model ......... 1/4” Max. Height
Pemko Model ......... Adjustable Sweep
Pemko Model 346C (Clear Anodized)
Entrance Function Lever
DIVISION 15 - MECHANICAL
MANF/MATL:
Summit / 8600 Series
Double-Glazed w/ 1/2" Air Space
- MAX U Value = 0.54
- MAX Shading Coefficient = 0.57 (No Such Requirement At
Merchandise Display)
Per Manf Documentation. Square, Plumb, Weather-tight And
Infiltration-tight. Operation Should Be Smooth Without
Sticking Or Rattling
Contractor Design & Build
• HVAC:
MANF/MATL:
DIVISION 16 -
• [WVY] = VINYL WINDOW
116 HIGHWAY 99N • EUGENE, OR
ph (541)688 5594 • fx (541)688 0530
www.erichallarchitects.com
DIVISION 13 - SPECIAL CONSTRUCTION
• PLUMBING:
[DH-73]
INSTALLATION:
[FE-1]
MANF/MATL:
TYPE:
SIZE:
INSTALLATION:
(GRAB BARS)
Contractor Selected
Privacy Function Lever
MANF/MATL:
GLAZING:
• FIRE EXTINGUISHERS/CABINETS:
[TA-1]
MANF/MATL:
[DH-72]
• [PLY] = STRUCTURAL PLYWOOD
(2) cc in 15 Days
Hager, Bommer, McKinney, ....
4 1/2" X 4 1/2" / 5-Knuckle Full Mortise Unless Otherwise
Indicated. Ball bearings @ high-frequency (HF) openings as
indicated. Non-removeable pins @ secure doors (SEC)
swinging into public side.
[DH] = HARDWARE GROUPS:
Group
Description
• FRAMING ACCESSORIES
Submittal Type
REBAR:
MANF/MATL:
INSTALLATION:
HINGES & PIVOTS:
MANF:
SIZE/TYPE:
DIVISION 6 - WOOD & PLASTICS
(4) cc
Item
LOCK FUNCTION:
INSTALLATION:
-NO WORK THIS SECTION- (SEE STRUCTURAL DRAWINGS BY OTHERS)
DIVISION 5 - METALS
Architect and
Others as Noted
Returned By
(0) cc
(1) cc in 30 Days
FINISH:
Contractor Selected Except As Indicated Below/Commercial
Grade
US 32D (BHMA 630) Brushed Stainless Or US 26D Satin
Chrome, (BHMA 652, 626) Unless Otherwise Indicated.
Match Finish Of Hardware And Fasteners At Each Opening
See DOOR SCHEDULE and FLOOR PLAN NOTES.
Per Manf Documentation. Provide Strike and Backbox with
Finish Matching That of Latch Trims.
DOOR SEALS:
WEATHERSTRIPPING MANF:
SMOKE SEALS MANF:
THRESHOLDS MANF:
DOOR BOTTOM MANF:
EXTERIOR HEAD DRIP MANF:
-NO WORK THIS SECTION- (SEE STRUCTURAL DRAWINGS BY OTHERS)
Furnish To
Architect or Others
as Noted
(1) cc Prior to
Order
(2) cc On Supplier
Selection
(3) cc
SUBMITTAL PROCEDURE SCHEDULE
Specification Item
Asphalt Impregnated Fiberboard - Thickness as Shown
[CONC-1]
Float
GENERAL:
MANF/MATL:
Contractor Design & Build
© ERIC HALL ARCHITECTS, INC.- ALL RIGHTS RESERVED.
ERIC HALL ARCHITECTS, INC. RESERVES IT'S
COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE
DOCUMENTS, AND THEIR DESIGNS, DRAWINGS, AND
WRITTEN MATERIAL APPEARING HEREIN.
THESE
DOCUMENTS CONSTITUTE ORIGINAL WORK AND
MAY NOT BE USED OR REPRODUCED WITHOUT THE
EXPRESS WRITTEN PERMISSION OF ERIC HALL
ARCHITECTS, INC.
VISUAL CONTACT WITH THESE
DOCUMENTS SHALL CONSTITUTE PRIMA FACIE
E V I D E N C E O F T H E AC C E P TA N C E O F T H E S E
RESTRICTIONS.
ELECTRICAL
• ELECTRICAL:
MANF/MATL:
Contractor Design & Build
DIVISION 9 - FINISHES
• [CS] = COATING SYSTEMS
INSTALLATION:
SUBSTRATE PREPARATION AND SELECTION OF APPROPRIATE
PRIMER PER MANF DOCUMENTATION
[CS-1]
MANF/MATL:
COLOR:
APPLICATION:
(GEN. INT. WALLS)
Contractor Selected/Satin Interior Latex Enamel
Owner Selected
(1) Coat Primer & (2) Coats Finish
[CS-2]
MANF/MATL:
COLOR:
APPLICATION:
(RESTROOMS)
Contractor Selected/Semi-Gloss Interior Alkyd Enamel
Owner Selected
(1) Coat Primer & (2) Coats Finish
[CS-6]
MANF/MATL:
COLOR:
APPLICATION:
(CONCRETE SEALER)
Dayton Superior/ 'Day Chem Tuf Seal (J 35)"
Contractor Selected
Per Manf Documentation. See [CS-20] Below for Compatible
Curing Compound, Where Applicable.
[CS-12]
MANF/MATL:
COLOR:
APPLICATION:
(INTERIOR HOLLOW METAL DOORS & FRAMES)
Contractor Selected/Semi-Gloss Interior Latex Enamel
Owner Selected
(1) Coat (Shop) Primer & (2) Coats Finish
• [DW] = DRYWALL SYSTEMS
GYPSUM BOARD:
MANF/MATL:
INSTALLATION:
GREEN BOARD:
MANF/MATL:
INSTALLATION:
FINISHES:
[DW-6]
-
Contractor Selected/ 5/8" Type 'x' Gypsum Panel - Comply
With ASTM C36
Place in Accordance With Gypsum Association Standards.
Layout, Attach and Finish As Scheduled.
Contractor Selected/ 5/8" Water Resistant Gypsum Panel Comply With ASTM C630
Place in Accordance With Gypsum Association Standards.
Layout, Attach and Finish As Scheduled. Extend 2' Beyond
Plumbing Fixtures.
Finish Level 4
Light Orange Peel (Light Texture)
Finish Levels per Gypsum Association Publication GA 214-96.
• [FT] = FLOOR TRANSITION ACCESSORIES
GENERAL
INSTALLATION:
COLOR:
[FT-6]
MANF/MATL:
COLOR:
Contractor Verify Material Installation Assembly and Transition
Compatibility Prior To Ordering
Architect Selection Pending From Manf. Standard Colors
Where Not Specified
([CONC] / RESILIENT)
Contractor Select Rubber Transition Strip
Architect Selected from Contractor Provided Samples
• [PLM] = PLASTIC LAMINATE
[PLM-1]
MANF/MATL:
COLOR:
INSTALLATION:
(OFFICE AREAS)
Contractor Selected
Owner Selected from Contractor Provided Samples
Per Manf Documentation
• [RB] = RUBBER BASE
[RB-1]
MANF/MATL:
COLOR:
INSTALLATIO`N:
Marley Flexco/ 6" Cove Wall Flowers
Owner Selected from Contractor Provided Samples
Per Manf Documentation
• [SV] = SHEET VINYL
INSTALLATION:
Substrate Preparation and Installation per Manf Documentation
for Application and Substrate. Approved Filler: DAP
Webcrete 95 Latex-Fortified Cement Patch
[SV-1]
MANF/MATL:
COLOR:
Armstrong Commercial / 'Seagate' Or Approved
Owner Selected from Contractor Provided Samples
[SV-2]
MANF/MATL:
COLOR:
Armstrong Commercial / 'Seagate' Or Approved
Owner Selected from Contractor Provided Samples
1011 McKINLEY ST - EUGENE, OR 97402
• CONTRACTORS RESPONSIBILITIES
[Mix-01] Ready Mixed, ASTM C 94 w/ Water Reducer, ASTM C
494 Type A
[Mix-02] Ready Mixed, ASTM C 94 And Air Entrained, ASTM C
260
Minimum 3000 psi, 28-Day per ACI 318. 2500 psi Assumed
For Design.
4" Maximum
INTERIOR REMODEL
MANF/MATL:
DIVISION 1 - GENERAL REQUIREMENTS
DIVISION 10 - SPECIALTIES
• DOOR HARDWARE
FORREST PAINT
• SLABS ON GRADE
• [FHM] = HOLLOW METAL FRAME
[FHM-1]
MANF/MATL:
FINISH:
INSTALLATION:
INTERIOR LOCATIONS]
16 Gauge Welded
Factory Primed. Field Painted Per Door Schedule.
Per Manf Documentation. Square, Plumb, Weather-tight And
Securely Anchored To Adjacent Construction
• GLAZING SYSTEMS
DOCUMENT TYPE
PERMIT
28 JUN 16
PUBLISHED
REVISED:
DATE:
[ISG] = INSULATED SAFETY GLASS
MANF/MATL:
Contractor Selected
- Interior Lite:
1/4" Tempered - Clear With Low E
- Exterior Lite:
1/4" Tempered - Clear
- U Value: 0.46 Max.
- SHGC: 0.40 Max. Coefficient
[SG] = SAFETY GLASS
MANF/MATL:
Contractor Selected - 1/4" Tempered
DRAWN:
MPH
PROJECT
1603.1
A0.3