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