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NOV 5 2015 CITY OF TIGARD Burnham & Ash Apat1éMS Tigard, Oregon Project Manual Construction Set isifirigdP t ) Cid of Tigard Approved Plans 04 November 2015 r e k Ey. frofi; \--22-76c) 1,22e-1:4_,50 kiset SERA Project Number: 1503004 OFHC ( OPY pospeopmeopeour SERA Design and Architecture9 inc. 338 NW 5TH AVE PORTLAND,OREGON 97209 P.593.445.7372 F.503445.7395 SERAPDX.COM PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 1 04 NOV 2015 SECTION 00 01 07 SEAL PAGES Architect of Record A. SERA Design and Architecture, Inc. 1. Address: 33DNVV5th Ave 2. City: Portland, OR 3. Tel: 503-445-7372 B. Project Manager: David Stephenson 2. Email: davids©serapdx.com s4,11)-11% (73' 3680 ' VZ)RTLAND -414'0F 0�- Refer to Table of Contents for Section Ownrship SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 2 04 NOV 2015 SECTION 00 01 07 SEAL PAGES Structural Engineer: A. Catena Consulting Engineers 1. Address: 1111 SE Flanders, Suite 206 2. City: Portland, OR 3. Tel: 503-467-4798 B. Project Manager: Jason Thompson, PE, SE 2. Email:jason@catenaengineers.com dt 03 C Ti./4 4,0 PROp49t. N i 44 .4 '7 iv 4k* 14,4 / I •- Fi IN *ifik . 7.‘01' •skii ‘00. ., m. iliovt% EXPIRES:06/30/2018 Refer to Table of Contents for Section Ownership Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 3 04 NOV 2015 SECTION 00 01 07 SEAL PAGES Civil Engineer: A. Harper Hoof Peterson RigheHis, Inc. 1. Address. 205 SE Spokane Sti Suite 200 2. City: Portland, OR 3. Tel: 503-221-1131 B. Project Manager Ben Austin, PE 2. Email: bena@bhproom PRO ,ice 70,8.63 0,REGaN' vo/ 11 ,1- 2\fNi. E\PIRES 12/31, Refer to Table of Contents for Section Ownership Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS . PAGE 4 04 NOV 2015 SECTION 00 01 07 SEAL PAGES Landscape Architect: A. Lango Hansen Landscape Architects 1. Address: 1100 NW Glisan St#3B 2. City: Portland, OR 3. Tel: 503-295-2437 B. Project Manager: Kurt Lango,ASLA, LEED AP 2. Email: kurtlangohansen.com $.0ISTEly4) NO.3,45 . 1( 0 'P" I PE iNg'C' Refer to Table of Contents for Section Ownership Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 1 04 NOV 2015 SECTION 00 01 10 TABLE OF CONTENTS DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS 00 01 07 SEALS PAGES FoFM 00 01 10 TABLE OF CONTENTS 00 31 00 AVAILABLE PROJECT INFORMATION DIVISION 01 GENERAL REQUIREMENTS 01 10 00 SUMMARY OF WORK 01 20 00 PRICE AND PAYMENT PROCEDURES ARCHITECTURAL BULLETIN FORM 01 26 13 REQUEST FOR INTERPRETATION RFI FORM FORM 01 30 00 ADMINISTRATIVE REQUIREMENTS SERA ELECTRONIC MEDIA RELEASE FuRM 01 32 16 CONSTRUCTION PROGRESS SCHEDULE 01 33 00 SUBMITTAL PROCEDURES 01 3316 DELEGATED DESIGN PROCEDURES 01 40 00 QUALITY REQUIREMENTS 01 42 20 DEFINITIONS AND REFERENCE STANDARDS 01 43 39 COORDINATED MOCKUP 01 45 19 VAPOR EMISSION AND PH TESTING 01 50 00 TEMPORARY FACILITIES AND CONTROLS 01 56 39 TEMPORARY TREE AND PLANT PROTECTION 01 57 13 TEMPORARY EROSION AND SEDIMENTATION CONTROL 01 57 21 INDOOR AIR QUALITY CONTROLS 01 60 00 PRODUCT REQUIREMENTS SUBSTITUTION AFTER BIDDING REQUEST FORM FORM 01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS 01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 01 78 00 CLOSEOUT SUBMITTALS DIVISION 03 CONCRETE 03 30 00 CAST-IN-PLACE CONCRETE SERA-CATENA 03 35 16 CONCRETE FLOOR FINISHING 03 54 00 CAST UNDERLAYMENT DIVISION 04 MASONRY 04 20 01 MASONRY VENEER DIVISION 05 METALS 05 05 16 SHOP-APPLIED METAL COATING 05 12 00 STRUCTURAL STEEL FRAMING SERA/CTENA 05 50 00 METAL FABRICATIONS 05 52 00 ALUMINUM RAILING SYSTEMS DIVISION 06 WOOD, PLASTICS AND COMPOSITES 06 10 00 ROUGH CARPENTRY SERA,CATENA 06 15 00 WOOD DECKING SERA CATENA 06 16 00 SHEATHING SERA'CATENA 06 17 13 LAMINATED VENEER LUMBER 06 17 23 PARALLEL STRAND LUMBER 06 17 33 PRE-FABRICATED WOOD I-JOISTS SERA CATENA SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 2 04 NOV 2015 SECTION 00 01 10 TABLE OF CONTENTS 06 17 53 SHOP FABRICATED WOOD TRUSSES SERA C,ATENA 06 18 00 GLUED-LAMINATED CONSTRUCTION zACATENA 06 20 00 FINISH CARPENTRY 06 41 00 ARCHITECTURAL WOOD CASEWORK 06 73 00 COMPOSITE WOOD DECKING 06 82 05 FIBERGLASS REINFORCED PLASTIC PANELING DIVISION 07 THERMAL AND MOISTURE PROTECTION 07 11 13 BITUMINOUS DAMPPROOFING 07 14 00 FLUID-APPLIED WATERPROOFING 07 18 14 PEDESTRIAN TRAFFIC WATERPROOFING 07 19 00 WATER REPELLENTS 07 21 00 THERMAL INSULATION 07 25 00 WEATHER BARRIERS 07 31 13 ASPHALT SHINGLES 07 42 13 METAL WALL PANELS 07 46 46 FIBER CEMENT SIDING 07 54 23 THERMOPLASTIC POLYOLEFIN ROOFING 07 62 00 SHEET METAL FLASHING AND TRIM 07 72 00 ROOF ACCESSORIES 07 84 00 FIRESTOPPING 07 90 05 JOINT SEALERS DIVISION 08 OPENINGS 08 11 13 HOLLOW METAL DOORS AND FRAMES 08 12 14 PREFINISHED METAL DOOR FRAMES 08 14 16 FLUSH WOOD DOORS 08 17 23 PREHUNG WOOD DOORS 0830 00 ELEVATOR DOOR SMOKE CONTAINMENT SYSTEM 0831 00 ACCESS DOORS AND PANELS 08 36 13 SECTIONAL DOORS 08 36 16 SINGLE PANEL SLIDING BARN DOORS 08 41 26 ALL GLASS SLIDING DOORS 08 43 13 ALUMINUM-FRAMED STOREFRONTS 08 53 13 VINYL WINDOWS 08 71 00 DOOR HARDWARE HARDWARE SCHEDULE 08 80 00 GLAZING 08'83 00 MIRRORS 08 91 00 LOUVERS DIVISION 09 FINISHES 09 21 16 GYPSUM BOARD ASSEMBLIES 09 30 00 TILING 09 51 00 ACOUSTICAL CEILINGS 09 54 27 LINEAR WOOD CEILINGS 09 65 00 RESILIENT FLOORING 09 68 00 CARPETING 09 68 13 TILE CARPETING 09 72 00 WALL COVERINGS 09 90 00 PAINTING AND COATING 09 96 00 HIGH PERFORMANCE COATINGS SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 3 04 NOV 2015 SECTION 00 01 10 TABLE OF CONTENTS DIVISION 10 SPECIALTIES 10 14 00 SIGNAGE 10 28 00 TOILET, BATH, AND LAUNDRY ACCESSORIES 10 31 00 MANUFACTURED FIREPLACES 10 44 00 FIRE PROTECTION SPECIALTIES 10 51 43 CHAIN LINK STORAGE LOCKERS 10 55 23 MAIL BOXES 10 56 23 WIRE STORAGE SHELVING 10 56 39 BICYCLE RACKS 10 80 13 PET GROOMING SPECIALTIES DIVISION 11 EQUIPMENT 11 11 13 BICYCLE MAINTENANCE EQUIPMENT 11 12 00 PARKING CONTROL EQUIPMENT 11 24 16 FALL PROTECTION EQUIPMENT 11 31 00 RESIDENTIAL APPLIANCES 11 82 27 WASTE COMPACTORS DIVISION 12 FURNISHINGS 12 21 13 HORIZONTAL LOUVER BLINDS 12 22 16 DRAPERY, TRACK,AND ACCESSORIES 12 24 13 ROLLER SHADES 12 35 30 RESIDENTIAL CASEWORK 12 36 00 COUNTERTOPS 12 48 13 ENTRANCE FLOOR MATS AND FRAMES 12 93 00 SITE FURNISHINGS LANGOHAI SEN 12 93 13 EXTERIOR BICYCLE RACKS DIVISION 14 CONVEYING EQUIPMENT 14 20 10 PASSENGER ELEVATORS 14 91 00 FACILITY CHUTES DIVISION 21 FIRE SUPPRESSION (DELEGATED DESIGN) — NOT INCLUDED DIVISION 22 PLUMBING (DELEGATED DESIGN)— NOT INCLUDED DIVISION 23 HEATING,VENTILATING, AND AIR CONDITIONING (DELEGATED DESIGN) — NOT INCLUDED DIVISION 26 ELECTRICAL (DELEGATED DESIGN) DIVISION 27 COMMUNICATIONS (DELEGATED DESIGN) — NOT INCLUDED SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 4 04 NOV 2015 SECTION 00 01 10 TABLE OF CONTENTS DIVISION 28 ELECTRONIC SAFETY AND SECURITY (DELEGATED DESIGN) — NOT INCLUDED DIVISION 31 EARTHWORK 31 10 00 SITE CLEARING HHPR 31 20 00 EARTHWORK HHER 31 25 00 EROSION CONTROL F iPE DIVISION 32 EXTERIOR IMPROVEMENTS 32 12 16 ASPHALT PAVING HHPR 32 13 13 CONCRETE PAVING HHPR 32 14 13 CONCRETE UNIT PAVING L\N,S0 HANSEN 32 14 16 PEDESTAL PAVERS 32 17 13 PARKING BUMPERS 32 17 23 PAINTED PAVEMENT MARKINGS HHER 32 31 29 WOOD FENCES 32 73 00 CRUSHED AGGREGATE PAVING LANGO HANSEN 32 84 00 IRRIGATION LANGO HANSEN 32 91 13 SOIL PREPARATION LANGO HANSEN 32 93 00 TREES, SHRUBS, AND GROUNDCOVER LANGO HANSEN DIVISION 33 UTILITIES 33 11 00 WATER UTILITY DISTRIBUTION PIPING HHPR 33 31 00 SITE SANITARY SEWERS HHPR 33 41 00 STORM UTILITY DRAINAGE PIPING HHPR 33 46 00 SUBDRAINAGE HHPR APPENDICES APPENDIX A REPORT OF GEOTECHNICAL ENGINEERING SERVICES— APRIL 15, 2015 GEODESIGN APPENDIX B SITE SURVEY APPENDIX C LIGHTING FIXTURE SCHEDULE END OF TABLE OF CONTENTS SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &A3H APARTMENTS PAGE 1 04NOV 3O15 SECTION O031 00 AVAILABLE PROJECT INFORMATION PART 1 GENERAL 1.01 EXISTING CONDITIONS A. Certain information relating to existing surface and subsurface conditions and structures is available to bidders but will not be part of the Contract Documents, as follows: B. Geotechnical Report: Entitled Report of Geotechnical Services; Tigard Development, dated March 6, 2015. 1. Copy is bound in at the end of this Section. 2. This report identifies properties of below grade conditions and offers recommendations for the design of foundations, prepared primarily for the use of Architect. 3. The recommendations described shall not be construed as a requirement of this Contract, unless specifically referenced in the Contract Documents. 4, This report, by its nature, cannot reveal all conditions that exist on the site. Should subsurface conditions be found to vary substantially from this report, changes in the design and construction of foundations will be made, with resulting credits or expenditures to the Contract Price accruing to Owner. C. Natural Resource Assessment Report: Prepared By: Pacific Habitat Services, Inc.; dated April 17, 2015. D. Preliminary Stormwater Report: Compiled By: Harper, Hoff, Peterson, and Reghellis, Inc.; dated April 24, 2015. E. ALTA Survey: Prepared By: AKS Engineering and Forestry, LLC.; dated March 5, 2015. PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION (NOT USED) END OF SECTION SERA Design and Architecture, Inc Construction Set PROJECT NO. 1503004 BURNHA&; &ASH APARTMENTS PAGE 1 04 NOV 2015 SECTION 01 10 00 SUMMARY PART 1 GENERAL 1J01 SECTION INCLUDES A. Summary of the Work. B. Owner's occupancy. C. Contractors use of site arid general limitations. D. Definitions used throughout the Specification and Drawings. E. Specification formatand conventions. 1.02 PROJECT A. Project Name: Burnham &Ash Apartments. B. Owner's Name: PermiumProperty-ThgmrdLLC. C. The Peotoonaiataoftheuonatruotionof1SS-unitmixeduaeandmu|U-familyopertment development planned on a 3.61 acre parce|. The subject properties are identified on tax map 2S1O2AD, tax lots O28OO^ O2BOO. D3OOD. For the purposes of orientationroject north is perpendicular to SW Burnham Street. The project is bordered to the north by SW Burnham Street and adjacent properties, to the west by SW Ash Avenue and Fanno Creek trail access, to the south by Fanno Creek Park, and to the east by adjacent property. The consolidated properties will be bisected with a new street, in accordance with City of Tigard's 2035 Transportation System Plan. For the purposes of this and subsequent narratives, the new street is temporarily named Ash Court(Ash Ct). The existing properties consist of a dog park and a utility yard with surface parking and material storage areas, and 5 utility building structures. The sites and structures will be demolished by the Citof Tigard in preparation for the proposed development. 1. The proposed project consists of two buildings, surface parking, and landscape improvements. Building 1 isa4-ntory. slab-on grade wood framed multi family apartment building, with a blend of studios, 1-bedroom, 2-bedroom, and 3-bedroom apartments for a total of 138 units. In addition to residential Uniba, the building will contain an array of indoor and outdoor amenitspaces including an outdoor courtyard with seating and fire table, generous entry lobby, ground floor commons, fitness, dog wash, mail room, resident storage, indoor bike storage room, leasing office, and (2) 4th floor rooftop patios. The building will also include a permanent leasing office for both buildings. The building's cladding will be a blend of brick veneer and lap siding at elevations fronting ROM. Other elevations will be a blend of fiber cement trim, lap, and panel siding, To the east of, and adjacent to Building 1 will be a new surface parking lot and covered parking garages. Including the covered parking at Building 2, the total on-site parking for residents is 166. 2. Building 2 is a 4-story, s|ob'on-grade, wood framed mixed use apartment buildThe ground floor is covered parking for reaidents, building lobby, mail room, indoor bike storage room, building services, and approximately 2,000 sf of warm shell retail space. Floors 2, 3, and 4 are exclusively residential units containing a blend of studios, 1-bedroom, 2-bedroom, and 3-bedroom apartments for atotaiof2Gunits. The building's cladding will be predominantly brick and storefront with fiber cement accents at elevations frnntigROVVs. Other elevations will be a blend of fiber cement trim, lap, and panel siding. 1.03 CONTRACT DESCRIPTION A. AIA A1O2and A2O1. 1.04 OWNER OCCUPANCY A. Owner intends to occupy the Project upon Substantial Completion.B. Cooperate with Owner to minimize conflict and to facilitate Owner's operations, C. Schedule the Work to accommodate Owner occupancy. PROJECT NO. 1503004 BURNHAM 8,ASH APARTMENTS PAGE 2 O4NOV 2O15 SECTION O11O00 SUMMARY 1.05 CONTRACTOR USE OF SITE AND PREMISES A. Construction Operations: Limited to areas noted on Drawings. B. No Smoking Policy: Smoking is prohibited in Project Site. C. Provide access to and from site as required by law and by Owner: 1. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered. 2. Do not obstruct roadways, sidewm|he, or other public ways without permit. 1.06 DELEGATED DESIGN REQUIREMENTS A. General requirements for Delegated Design components are specified in Section 01 33 16. B. Specific design requirements are specified in Sections of Division 02 through 50. C. Delegated design may sometimes also be referred to as"Bidder-Design" Both terms may be used interchangeably and have the same meaning. 1.07 DEFINITIONS A. Basic Contracdefinitions are included in the Conditions of the Contract. 1. Basic Contract Definitions: Contact Documents, Work, Project, Drawings, Specifications, Project Manual, Owner, Contractor, Subcontractor, Architect, Contract Time, Day, Substantial Completion, Contract Sum (or GMP), Change Order. 2. Basic contract definitions that are not defined in the General Conditions shall have the same meaning aadefined inAIA Document A2O1 - 1Q97. B. 'AHJ": Authority Having Jurisdiction as defined in AlA Document A201. C. "Approved": When used to convey Architect's action on Contractor's submittals, applications, and requests, approved is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract. D. "Delegated Design": Professional design service or certification specifically required of the Contractor in the Specifications. Such work is subject to provisions of AIA Document A201 §3,12.1O. The terms "Delegated Design," and "Design-Build," mean the same thing and are used interchangeably. E. "Directed": A command or instruction by Architect. Other terms including "requested," "authorized," "selected," "approved," "required," and "permitted" have the same meaning as "directed." F. "Indicated": Requirements d by graphic representations or in written form on Drawings, inGpecificationm^ and inother Contract Documents. Other terms including ''ahown." "noted," "scheduled," have the hn "indicated." G. "Regulations": Laws. ordinances, statutes, and lawfulord issued by authoritieshaving jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work. H. "Furnish": Supply and deliver to Pject site, ready for unloading, unpacking, assembly, installation, connection to building systems, and similar operations. I. "Install": Operations at Pdi g unloading, temporarily storing, unpacking, asoemb|ing, enacting` p|aomg, anchorinO, app|yinQ, working to dii n. finishing, curing, protecting, cleaning, and similar operations, complete and ready for the intended use. J. "Provide": Furnish and install, complete and ready for the intended use. K. "Project Site": Space available for performing construction activities. The extent of Prject site is shown in Drawings and may or may not be identical with the description of the land on which Project is to be built. SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 3 04 NOV 2015 SECTION 01 10 00 SUMMARY L. "Work": Project material "furnished" and "installed" complete and ready for the intended use. 1.08 SPECIFICATION FORMATS AND CONVENTIONS A, Specification Format: The Secifications are organized into Divisions and Sections using the CSI/CSC's MasterFormat 50-Division numbering system. B. Sections in Division 01 govern the execution of the Work of all Sections in the Specifications and Drawings. C. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows: 1, Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Words imp|ied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates. 2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted. 3. The words "shall," "shall be," or"shall comply with," depending on the context, are implied where aoo|on(:) isuoedxvithjnaaentenoeorphnoee. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURN HAM &ASH APARTMENTS PAGE 1 O4NOV 2O15 SECTION Cn2ODU PRICE AND PAYMENT PROCEDURES PART GENERAL 1.01 SECTION INCLUDES A. Procedures for preparation and submittal of applications for progress payments, B. Contract modification procedures. C. Additional architectural service for extraord nary contract administration. D. Procedures for preparation and submittal of application for final payment. 1.02 DEFINITIONS A. Architectural Bulletin (A8 ): Architect's form issued by Architect indicating "Architect's Supplemental Instruction' or"Proposal Request" or"Construction Change Directive" or as a signature cover to Contractor initiated proposal. 1. AB Form is enclosed at end of Section. B. Architect's Supplemental Instruction (A8l ): Minor change in Work directed by Architect. C. Proposal Request( PR ); A formal request from Architect to Contractor for change in Contract Sum and Time required to perform a proposed change in Work. Proposal Request is not a directive to perform the proposed change. D. "Construction Change Directive" and "Change Order" have meanings defined in AIA Document A201. E. Additional Contract Administration Services: Architectural service to enforce Contract Documents resulting from Contractor's failure to comply with requirements or Contractor's request for accelerated procedures. 1.03 SCHEDULE OF VALUES A. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit draft to Architect for approval. B. Forms filled out by hand will not be accepted. C. Submit a printed schedule on AIA Form G703 -Application and Certificate for Payment Continuation Sheet. Contractor's standard form or electronic media printout will be considered. D. Submit Schedule of Values in duplicate within 15 days after date of Owner-Contractor Agreement. E. Format: Utilize the Table of Contents of this Pject Manual. Idi each line item with number and title of the specification Section. Identify site mobilization. F. Include separately from each line item, a direct proportional amount of Contractor's overhead and profit. G. Revise schedule to list approved Change Orders, with each Application For Payment. H. See 1.4 Applications for Progress Payments for additional requirements. 1.04 APPLICATIONS FOR PROGRESS PAYMENTS A. Payment Period: Submit at intervals stipulated in the Owner/Contractor Agreement. B. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Architect for approval. C. Forms filled out by hand will not be accepted. D. Present required information in typewritten form. E. Form: AIA G702 Application and Certificate for Payment and AIA G703 - Continuation Sheet including continuation sheets when required. F. Changes in the work shall be initiated using the SERA Architectural Bulletin (AB) Form. ) SERA Design and Architecture, Inc. Construction Set PROJECT NO, 15O3OQ4 BURNHAM &ASH APARTMENTS PAGE 2 04 NOV 2015 SECTION 01 20 00 PRICE AND PAYMENT PROCEDURES G. Additional contract administration services is an additional architectural service and will be billed to the Owner who will then back-charge the Contractor. H. Execute certification by notarized signature of authorized officer. I. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed and for stored Products. J. List each authorized Change Order as a separate line item, listing Change Order number and dollar amount as for an original item of Work. K. Submit electronic copies for each Application for Payment. L. Include the following with the application: 1. Construction progress schedule, revised and current as specified in Section 01 30 00. 2. Current construction photographs specified in Section 01 30 00. 3. Project ord Documents as specified in Section 01 78 00, for review by Owner which will be returned to the Contractor. a. Alternative: Review Record Documents with Architect prior to submitting Application. 4. Preliminary Closeout Documents when specified in Section 01 78 00. M. Materials stored off site and included in the schedule of values for monthly payment application are to be stored in a bonded and secure facility. Copies of bill of sale for materials and certificate of insurance for material with Owner named as an insured are to be included with the payment application along with any additional requirements set forth by lender. N. When Architect requires substantiating information, submit data justifying dollar amounts in question. Provide one copy of data with cover letter for each copy of submittal. Show application number and date, and line item by number and description. 1.05 MODIFICATIONp�/���EDUF�E� . A. For minor changes not involving an adjustment to the Contract Price or Contract Time, Architect will issue instructions directly to Contractor. B. Architect will advise of minor changes in the Work not involving an adjustment to Contract Sum or Contract Time as authorized by the Conditions of the Contract by issuing supplemental instructions on Architectural Bulletin Form. C. Construction Change Directive: Architect may issue an AB, signed by Owner, instructing Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. 1. The document will describe the required changes and will designate method of determining any change in Contract Sum or Contract Time, O. Proposal Request: Architect may issue an AB which includes a detailed description of a proposed chane with supplementary or revised Drawings and Specifications, a change in Contract Time for executing the change and the period of time during which the requested price will be considered valid. Contractor shall prepare and submit a fixed price quotation within 21 days per Owner/Contractor agreement. E. Contractor may propose a change by submitting a request for change to Architect, describing the proposed change and its full effect on the Work, with a statement describing the reason for the change, and the effect on the Contract Sum and Contract Time with full documentation Document anrequested substitutions in accordance with Section 01 60 00. Contractor proposal will be processed in one of the following methods: 1. Architect may reject Contractor proposal or may return it for modification. 2. Architect may attach Contractor proposal to SERA AB, complete the AB appropriately, and distribute it for signatures. 3. Architect may accept Contractor's form that has place for signatures, sign it and distribute to Owner for signature. SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHA/N (Si ASH APARTMENTS PAGE 3 O4NOV 2D15 SECTION 01 20 00 PRICE AND PAYMENT PROCEDURES F. Computation of Change in Contract Amount: As specified in the Agreement and Conditions of the Contract. 1. For pre-determined unit prices and quantities, the amount shall be based on the fixed unit prices. G. Substantiation and Computation of Costs: Provide complete itemized cost information with substantiating backup for each item for evaluation as follows: 1. Quantities of products, labor, and equipment. 2. Tmxen, insurance, and bonds. 3. Overhead and profit on products and labor only. Overhead and profit is limited as follows: a. As indicated in the Agreement 4. Justification for any change in Contract Time. 5. Credit for deletions from Contnact, similarly documented. G. For Time and Material work, submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract. H. After execution of Change Order, promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum. I. Promptly enter changes in Project Record Documents. 1.06 EXTRAORDINARY CONTRACT ADMINISTRATION SERVICE A. Owner-Architect Agreement identifies certain additional services for which Architect may receive additional compensation. Some of these services may result out of actions or non-actions by Contractor; these include, but are not limited to: 1. Design services for modification resulting from substitution proposed by Contractor. 2. Revie��nfoubmi�u|o���rth��irotne'aubmitte| . 3. Review or response to unnecessary or frivolous RFI. 4. Second notificaUon and review of non-compliant work. 5. Design services to correct or incorporate non-compliant work, G. Design or engineering specified as Contractors responsibility; for example, for design-build component or for performance-specified work. 7. Performing administrative work specified as Contractors responsibility when Contractor refuses to perform after notification. 8. Performing administrative work specified as Contractor's responsibility when requested to expedite the Work. 9. Providing extra construction administration services after the specified date of Substantial Completion or the specified date of Final Completion when delay is not caused by Owner. 10. Re-inspection for Substantial Completion or Final Completion. B. Architect will issue Notice for Extraordinary Contract Administration Services to Owner and a copy to Contractor. Thereafter, with notice per the conditions of the Owner/Architect agreement, Architect will record time and expense for each occurrence, or in the case of recurring occurrences, each type of occurrence. 1. Architect will invoice Owner monthly for additional services. 2. Architect's fee schedule for additional services is included in Owner-Architect Agreement, and is available to Contractor upon request. 1.07 APPLICATION FOR FINAL PAYMENT A. Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Sum, previous poyments, and sum remaining due. B. Application for Final Payment will not be considered until the following have been accomplished: 1. All closeout procedures specified in Section 01 70 OO, 2. Affidavit that payrolls and bills have been satisfied. SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 4 04 NOV 2015 SECTION O12QD0 PRICE AND PAYMENT PROCEDURES 3. Consent of Surety to make Final Payment. 4. Certificate evidencing that Builder's Risk linsurance required after Substantial Completion will remain in force, and a written statement that Contractor knows of no reason that insurance will not be renewed for the required period until Final Payment. END OF SECTION SERA Design and Architecture, Inc. Construction Set *MtWikOK,e`A"Cq , A 1' " Attctiat.0!GAL Architectural Bulletin OMAN DEGIGN PLANNING 144'4IP4; L;,SP INTERIOR DERION Project Name Project Number Bulletin No. Owner Date Issued Owner Contract No.(if any) Contractor Subject The following instruction is hereby issued: ARCHITECT'S SUPPLEMENTAL INSTRUCTION (complete PART A only) The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates the Contractors acknowledgement that there will be no change in the Contract Sum or Contract Time. PROPOSAL REQUEST (complete PART A only) Please submit an itemized quotation for changes to the Contract Sum and/or Contract Time incidental to the proposed modifications of the Contract Documents described below. DO NOT PROCEED WITH WORK UNTIL RECEIVING FURTHER WRITTEN INSTRUCTION This is not a change order, a construction change directive or a direction to proceed with the work described herein. CONSTRUCTION CHANGE DIRECTIVE(complete PARTS A& B) You are hereby directed to make the following change(s)in this Contract. Track the costs of changes to the Contract as described in proposed adjustments(Part B)below. PART A: DESCRIPTION OF WORK X.1 (DISPOSITION) (Description—describe work scope in this space—text to be Title Case and not bold. Column to left, i.e. "disposition"to denote type of change using on the following works(or iterations), "ADD","DELETE", "CLARIFY", or "CHANGE". Disposition text to be ALL CAPS and bold.) ATTACHMENTS Issued by: SERA Design and Architecture, Inc PART B: PROPOSED ADJUSTMENTS 1. The proposed basis of adjustment to the Contract Sum or Guaranteed Maximum Price is: Unit Price of$ per Lump Sum (increase) (decrease)of$ As provided in Subparagraph 7.3.3 of AIA Document A201 1997 Edition As follows: 2. The Contract Time is proposed to: Remain unchanged Be adjusted with an (increase) (decrease)of days 338 NW 5TH AVENUE PORTLAND OR 97209 1 503.445.7372 I 503.445.7395 SERAPDX,COM PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 1 04 NOV 2015 SECTION 01 26 13 REQUEST FOR INTERPRETATION PART 1 - GENERAL 1.01 SUMMARY A. Section includes procedure for coordinating and submitting Request for Interpretation. 1.02 DEFINITIONS A RFI: Request from Contractor to Architect seeking interpretation or clarification of the Contract Documents. 1.03 RFI PROCEDURE A. Review Contract Documents and Pect Site in a thorough and timely manner so Architect will have sufficient time to respond to RFI prior to execution of subject construction, B. Immediately on discovery of the need for interpretation of the Contract Documents, and if not possible to request interpretation at Project meeting, prepare and submit an RFI in the form specified. 1. RFIs shall originate with Contractor RFIs submitted by entities other than Contractor will be returned with no response. 2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors. C. When poasib|e, request interpretation at next Progress Meeting. Record Architect's response in meeting minutes. 1. When response is not given during meeting, submit RFI in approved format. 1.04 SUBMITTALS A. RFI Form: Electronic form furnished by Architect, numbered and signed by Contractor. 1. Number each page of attachments with RFI number in lower right corner. 2. Attachments shall be electronic files in Adobe Acrobat PDF format 3. Alternative RFI Form Subject to Architects approval Contractor software generated form modified to match Architect's form. Numbering and attachments as specified in this Section, B. RFI Content: Include detailed, legible description of item needing interpretation and the following: 1. Project name and number. 2, Date. 3. Name of Contractor. 4. Name of Architect. 5. RFI numbernumbered sequentially. Add revision numbers as decimal and digit. 6. RFI subject title, less than five words 7. Initiator of question 8. Specification Section number and title and related paragraphs, as appropriate. 9. Drawing number and detail references, as appropriate. 10. Field dimensions and conditions, as appropriate. 11. Contractor's auggeatedoo|ution(a). If Contractor's solution(s) impact the Contract Time or the Contract Sum, Contractor shall state anticipated impact in the RFI. 12. Contractor's signature. 13' Attachments: Include drawingsdescriptions, measurements, photos, Product Data Shop Drawings, and other information necessary to fully describe items needing interpretation. a. Supplementary drawings prepared by Contractor shall include dimenoiono, thicknesses, structural grid nafenences, and details of affected materim|a, assemblies, and attachments. 14. Single discipline per RFI: Architectural, Civil, Structural, Mechanical or Electrical 15. Space for reply on same page, if possible. SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 2 O4NOV 2D15 SECTION 01 2G18 REQUEST FOR INTERPRETATION CL RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log weekly. Use CSI Log Form 13.2B or approved form. Include the following: 1. Project name. 2. Name and address of Contractor. 3. Name and address of Architect. 4. RFI number including RFIs that were dropped and not submitted. 5, RFI description. G. Date the RFI was submitted. 7. Date Architect's response was received. B. Identification of related Minor Change in the Work, Instrument of Change, Construction Change Directive, or Proposal Request, as appropriate. 1,05 ARCHITECT'S ACTION A. Architect will review each RFI, determine action required, and return it. Allow 7 days for Architect's response for each RFI; and additional 7 days for consultant review, RFIs received after 1:00 p.m.will be considered as received the following working day. 1. Failure to allow specified response time will not be cause for an extension of Contract Time or additional cost. 2. Architect's goal will be to return RFI as quickly as possible. Hovvover, quick response is not guaranteed. 3. The following RFIs are defined as frivolous and will be returned without action: a. Requests for approval of submittals. b. Requests for approval of substitutions. c. Requests for information already indicated in the Contract Documents. d. Requests for information derived from activities assigned to Contractor in the Contract Documents. e. Requests for approval of adjustments in the Contract Time or the Contract Sum. f. Requests for interpretation of Architect's actions on submittals. g. Incomplete RF|yorRF|awith numerous errors. h. Questions relating to construction means, methods, techniques, sequences, procedures or safety precautions (These are Contractors responsibility exclusively ) i. Questions relating to construction schedule, coordination between trades, or division of work among subcontractors. (These are also Contractor's responsibility exclusively.) 4. Architect's action may include a request for additional information, in which case Architect's time for response will start again. 5. Architect's action on RF|o that may result in a change to the Contract Time or the Contract Sum mabe eligible for Contractor to submit Change Proposal according to Contract Modification Procedures. a. If Contractor believes the RFI response warrants change in the Contract Time or the . Contract Sum, notify Architect in writing within 10 days of receipt of the RFI response. b. Do not proceed with this work until Change Order is executed. B. On receipt of Architect's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Architect within 5 days if Contractor disagrees with response. C. Frivolous RFI: Architect may claim compensation for cost of Architect's time and materials as a result of unnecessary or frivolous RFls. 1.06 QUALITY ASSURANCE A. Contractor shall strive to keep the number of RF|stn a minimum. SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 3 O4NOV 2U16 SECTION 01 26 13 REQUEST FOR INTERPRETATION ) 1. Prior to submitting RFI, carefully study Contract Documents to assure that requested information is not already available, RF|y that request information available in the Contract Documents will be considered frivolous. B. RFI is not a substitute for Shop Drawig. When multiple RFIs are submitted for related work, Architect may require a Shop Drawing. C. RFI shall be submitted via the document control program established by the Architect. END OF SECTION SERA Design and Architecture, Inc. Construction Set ) REQUEST FOR INTERPRETATION [THIS SPACE IS [Project Nome] INTENDED FOR [Project It] CONTRACTOR LOGO RFI# Subcontractor RFI If AND CONTACT RFI Title INFO] Issued on Requested return date Requested by Description (with proposed solution as applicable): The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time.Proceeding with the Work in accordance with these instructions indicates your acknowledgment that there will be no change in the Contract Sum or Contract Time. Detail/Drawing# Specification Section(s) Attachments [Client] [Client Contract#] Critical to Schedule0 Yes 0 No Response: Architect Review Date Consultant Review Date PROJECT NO. 1503004 BURN HAM &ASH APARTMENTS PAGE 1 O4NOV 2O15 SECTION O13O8O ADMINISTRATIVE REQUIREMENTS PART GENERAL 1.01 SECTION INCLUDES A. Project coordination. B. Communication with Architect. C. Coordination Drawings. D. Pre-construction meeting. E. Progress meetings. F. Pre-installation meetings. 1.02 SUBMITTAL PROCEDURES A. Specified in Section 01 33 00 - Submittal Procedures 1.03 SUBMITTALS A. Pre-Construction Meeting Submittals: Bonds, insurance, schedule of values, project personnel directory, subcontractor and supplier list, and other lists; specified in other Sections. B. Key Personnel Names: Within 15 daf starting mobile construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses and telephone numbers including office telephone numbers Provide names addresses and telephone numbers of individuals assigned as standbys in the absence of individuals assigned to Project. 1. Post copies of list in Project meeting room, in temporary field office, and by each temporary telephone. Keep list current at all times. C. Minutes of meetings required in this Section. 1.04 PROJECT COORDINATION A. Coordinate construction operations specified in different Sections to ensure efficient and orderly installation of each part of the Work. Coordinate portions of work that depend on each other for proper installation, connection, and operation. B. In the event of an inconsistency in the Drawinr between the Drawings and the Specifications, unless otherwise ordered in writing by the Architect, the Contractor shall provide the greater quantity and/or better quality of work. 1.05 DIGITAL COMMUNICATION A. Communication to Architect: High speed internet based digito|, except Submittals specified in Section 01 33 00. 1. Telephone communication is acceptable for initial or simple issues. 2. Follow up telephone communication in writing. B. Construction Office Equipment: 1. High speed internet connection equipment and service. a. Email Attachment Cai Not less than 10 megabytes. 2. Computer with internet connection and prject management software: a. MicroSoft Office 2010 or newer with Word, Excel, and Outlook. b. B|uebearnRevu11.G. c. Adobe Reader, current edition. d. Project scheduling software. 3. Scanner, not less than 150 dpi. 4. Copy machine not less than 400 dpi with capability for 11 x17 and color. 5. Telephone with conference call capability G. Digital camera, 3.5 megapixel minimum. SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 2 O4NOV 2015 SECTION 01 30 00 ADMINISTRATIVE REQUIREMENTS C. Correspondence: 1. correspondence by FAX is not acceptable unless specifically approved. 2. Any information that is disseminated shall retain the original scale and aspect from the original aa published by Architect. 1.06 PRECONSTRUCTION MEETING A. Architect will schedule and conduct the required Preconstruction Meeting with the Authority having Jurisdiction. B. Attendance Required: Owner, Owner's project manager, Architect, Contractor and third party testing agency. C. Agenda: 1. Execution of Owner-Contractor Agreement. 2. Submission of executed bonds and insurance certificates. 3. Distribution of Contract Documents. 4, Submission of complete list of Subcontractors, with contact information, list of products, schedule of values, submittal schedule, and construction progress schedule with any critical path work sequencing and long lead time materials. S. Designation of key personnel representing parties in Contract, Owner and Architect. 6. Procedures and processing of field decisions, submittals, substitutions, RFIs, requests for applications for payments, proposal request, Change Orders, and Contract closeout procedures. 7. Construction site access: pioh_up, delivery, and parking; temporary facilities and uontro|s, security, safety, and restrictions. 8. Scheduling activities of Testing Agent. Q. Progress cleaning. 10. Anticipated building service or system interuptions, and impact to building operations/occupants. D. Contractor shall record minutes and distribute copies within four (4) days after meeting to pertioipanto, with one original copy to Architect, Owner and those affected by decisions made. 1.07 PROGRESS MEETINGS A. Schedule and administer meetings throughout progress of the Work at maximum weekly intervals. B. Attendance Required: Job superintendent, major subcontractors and suppliers, Owner, or Owner's representative, Architect/Engineer, as appropriate to agenda topics for each meeting, C. Agenda: 1. Review minutes of previous meetings. 2. Review of Work progress. 3. Field oboervations, prnb|ema, and decisions. 4. Identification of problems impeding planned progress 5. Review of submittals schedule and utatus. RF|sand otatus, and proposal requests/change orders and status. 6. Review of off-site fabrication and delivery schedules. 7. Maintenance of construction progress schedule. 8. Corrective measures to regain projected schedules. 9. Planned progress during succeeding work period. 10. Coordination of projected progress. 11. Maintenance of quality and work standards. 12. Effect of proposed changes on progress schedule and coordination. 13. Other business relating to Work. SERA Design and Architecture, Inc. Construction Set PROJECT NO1503004 BURNHAK8 &ASH APARTMENTS PAGE 3 04 NOV 2015 SECTION 01 30 00 ADMINISTRATIVE REQUIREMENTS D. Contractor shall record minutes and distribute copies within four (4) days after meeting to portic|panbs, vxithone(1)ohg|na| copytoArohitect. Owner, ondthoee affected by decisions made. 1.08 PRE-INSTALLATION MEETING A. When required in individual specification sections, convene pre-installation meeting at Project site prior to commencing work of specific section. B. Work undertaken or completed without convening a pre-installation meeting shall be subject to removal, inspection, testing, observation, etc at the Architect's discretion without additional compensation to Contractor in time or money, Work required as a result of removal, inspection, testing, observation, etc., even though determined to be satisfactory, shall be provided without additional compensation to the contractor in time or money. C, Require attendance of parties directly affecting, or affected by, Work of specific section including the Architect, Owner, Design Engineer, manufacturer(representative and technical support) and key personnel of the installation team. O. Notify Architect seven (7) days in advance of meeting date. E. Prepare agenda and preside at meeting: 1. Review conditions of installation, preparation and installation procedures. 2. Review coordination with related work. F. Record minutes and distribute copies within four (4) days after meeting to partioiponta, with one original copy to Architect, Owner, and those affected by decisions made. END OF SECTION SERA Design and Architecture, Inc. Construction Set Electronic ��� w������������ Media Agreement THIS AGREEMENT is entered into effective [insert daname] Reciient") and SERA Design and Architure, Inc. ("SERA") with respect to the [insert project name] ("Project") located at[insert location]. The Recipient has requested that SERA provide to the Recipient certain drawings, specifications or other documents for the Project in electronic form("Electronic Form Documents"). SERA agrees to do so,subject to the terms and conditions of this Agreement. The Recipient recognizes that the Electronic Form Documents may be revised by others without the knowledge or consent of SERA and,when plotted, may result in variances or corrupt other files of the user. The Recipient agrees not to use the Electronic Form Documents for any purpose or project other than the Project. The Recipient acknowledges that the Electronic Form Documents are the property of SERA or its consultants and are subject to the copyrights and other reserved rights of those parties. The Electronic Form Documents may be write-protected by SERA such that no data can be manipulated by the Recipient or third parties. SERA may provide to the Recipient only a working copy of Electronic Form Documents which have all indices of SERA, its consultants, and their respective ownership, professional narnes, and involvement in the Project removed from the electronic display. Any use of or changes to the Electronic Form Documents shall be at the sole risk of the user, and without liability, risk or legal exposure to SERA or its consultants. The Recipient and any other person or entity using the Electronic Form Documents agrees to release and, to the fullest extent permitted by law, indemnify, hold harmless and defend SERA, its consultants, and their respective partners, shareho|dena, agents and employees from and against any and all claims, demands, |osses, expenses, damages, penalties and liabilities of any kind, including without limitation attorneys'andexpert witnesses'fees, arising out of or relating in any way to any such use of or changes to the Electronic Form Documents. Under no circumstances shall SERA's transfer of the Electronic Form Documents to the Recipient be deemed a sale by SERA or its consultants. SERA and its consultants make no warranties, either expressed or |mp||ed, with respect to the Electronic Form Documents, including but not limited to warranties of merchantability or of fitness for any particular purpose. The Recipient agrees, as a condition of providing the Electronic Form Documents to any contractor, design professional or other person or entity, to require such third party to agree in writing to the terms and conditions of this Agreement. By electronically accessing the Electronic Form Documents, the Recipient accepts and is bound to the terms and conditions of this Agreement. RECIPIENT: SERA: Company: SERA Design and Architecture, Inc. Signature: Signature: Printed Name: Printed Name: Title: Title: Principal Date: Date: 338 NW 5TH AVENUE PORTLAND OR 97209 Tso3.4^m.7ar2 Fsoa.44u.rmys SsmAPDX.Cmm PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 1 04 NOV 2015 SECTION 01 32 16 CONSTRUCTION PROGRESS SCHEDULE PART 1 GENERAL 1.01 SECTION INCLUDES A. Preliminary schedule. B. Construction progress schedule, with network analysis diagrams and reports. C. Short interval schedule. 1.02 REFERENCES A. AGC (CPSM) - Construction Planning and Scheduling Manual; Associated General Contractors of America. B. M-H (CPM)- CPM in Construction Management- Pject Management with CPM, O'Brien, McGraw-Hill Book Company. 1.03 SUBMITTALS A. VVithin 10 days after date of Agreement, submit Preliminary Schedule defining planned operations for the first 60 days of Work, with a general outline for remainder of Work. 1. Also within 10 days after date of Agreement, as a part of the Preliminary Schedule submittal, provide separate preliminary schedule of submittal dates for shop drawings. B. If preliminary schedule requires revision after review, submit revised schedule within 10 days. C. VVithin 20 days after review of preliminary schedule, submit draft of proposed Baseline Schedule for review. 1. Include written certification that major contractors have reviewed and accepted proposed schedule. 2. Include narrative report that identifies critical, near-critical and major activities in sufficient detail that explains their significance. D. Within 10 days after joint review, submit Baseline Schedule. E. Submit updated schedule with each Application for Payment. F. Short Interval Schedule: Submit copies to attendees at each Progress Meeting. 1.04 QUALITY ASSURANCE A. Scheduler: Contractor's personnel or specialist Consultant specializing in CPM scheduling with 5 years minimum exrience in scheduling construction work of a complexity comparable to this Project, and having use of computer facilities capable of delivering a detailed graphic printout within 48 hours of request. 1.05 SCHEDULE FORMAT A. Listings: In chronological order according to the start date for each activity. Identify each activity with the applicable specification section number. B. Diagram Sheet Size (overall schedule): Maximum 22 x 17 inches or width required. C. Diagram Format; Color. Printed copy and Adobe pdf. D. Scale and Spacing: To allow for notations and revisions. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.01 PRELIMINARY SCHEDULE A. Prepare preliminary schedule in the form of a horizontal bar chart. 3.02 BASELINE SCHEDULE A. Baseline (Construction Progress) Schedule is a continuation of the Preliminary Schedule that shows the entire, complete construction activity. Actual progress of the Work will be measured against the Baseline Schedule. SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 2 04 NOV 2015 SECTION 01 32 16 CONSTRUCTION PROGRESS SCHEDULE B. Revisions to the accepted Baseline Schedule are subject to review and approval. 3.03 CONTENT A. Show complete sequence of construction by activity, with dates for beginning and completion of each element of construction. 1. Include Pre-Installation Meetings. B. Identify each item by specification section number. C. Provide sub-schedules to define critical portions of the entire schedule. D. Include conferences and meetings in schedule. E. Show accumulated percentage of completion of each item, and total percentage of Work completed, as of the first day of each month. F. Provide separate schedule of submittal dates for shop drawings, product data, and samples, owner-furnished products. Products identified under Allowances and dates reviewed submittals will be required from Architect. Indicate decision dates for selection of finishes. 1. Refer to Section 01 33 00 for more requirements. G. Indicate delivery dates for owner-furnished products. H. Provide legend for symbols and abbreviations used. 3.04 REVIEW AND EVALUATION OF SCHEDULE A. Participate in joint review and evaluation of schedule with Architect at each submittal. B. Evaluate project status to determine work behind schedule and work ahead of schedule. C. After review, revise as necessary as result of nsWew, and resubmit within 10 days, 3.05 UPDATING���HEOULE A. Maintain schedules to record actual start and finish dates of completed activities. B. Indicate progress of each activity to date of revision, with projected completion date of each activity. C. Annotate diagrams to graphically depict current status of Work. D. Identify activities modified since previous submittal, major changes in Work, and other identifiable changes. E. Indicate changes required to maintain Date of Substantial Comp|etinn, F. Submit reports required to support recommended changes. G. Provide narrative report to define problem areas, anticipated delays, and impact on the schedule. Report corrective action taken or proposed and its effect including the effects of changes on schedules of separate contractors. 3.06 RECOVERY SCHEDULE A. Prepare and submit Recovery Schedule and Narrative Report that demonstrates how lost time will be recovered when one of the following occurs: 1. Project falls behind schedule more than 14 days. 2. Project falls behind schedule more than 10% of remaining duration to Substantial Completion. B. Submit Recovery Schedule within 7 days of falling behind schedule. C. Recovery Schedule is subject to review and approval. 3.07 DISTRIBUTION OF SCHEDULE A. Distribute copies of updated schedules to Contractor's projectsitefi|e. to Subcontractors, suppliers, Architect, Owner, and otherconuerned parties. PROJECT NO. 1500OO4 BURNHAM &ASH APARTMENTS PAGE 3 Q4NOV 2Q15 SECTION O1321G CONSTRUCTION PROGRESS SCHEDULE B. Instruct recipients to promptly report, in writing, problems anticipated by projections shown in schedules. 3.08 SHORT INTERVAL SCHEDULE A. Description: Three week schedule of current and near-future construction activity. 1. Duration: 3 weeks 2. Time Increment: Day 3. Bar chart with separate bar for each trade that is active at Site, sequentially organized, beginning with continuing activities. 4. Indicate crew size for each activity. 5. If activity differs from Baseline Schedule, compare Baseline to proposed activity as adjacent bars. B. Format: Single letter size or ledger size sheet. Bond paper copy and Adobe .pdf. 1. Hand drafted or computer generated schedule at Contractor's option. C. Update schedule weekly. END OF SECTION SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 1 Q4NOV 2O15 SECTION O1338O SUBMITTAL PROCEDURES PART 1 GENERAL 1.01 SECTION INCLUDES A. Submittal control report and submittal procedure. B. Proposed products list, C. Product data. O. Sustainable building data. E. Shop drawings. F. Samples. G. Design data. H. Test reports. I. Certificates. J. Manufacturer's instructions. K. Manufacturer's field reports. L. Construction photographs 1.02 SUBMITTAL CONTROL REPORT A. Prepare and maintain a separate material delivery log to monitor submittals required by the contract documents. Show: 1. Work item number corresponding to the specification section and construction schedule. 2. Contnactor, subcontractor, responsible for each work item, 3. Narrative descrition of the work item, 4. Number ofdays required for prepang�onofthe submi�a| . 5. Date submittal due^ Ei Number of days allowed for approval. 7. Date approval due. 8, Number of days required to fabricate and deliver item to the Contractor. S. Date of delivery. 10. Date item required to be installed, corresponding to the construction schedule. B. Distribution: 1. Distribution copies of reviewed schedule to: Architect, Owner's Representative. 2' Instruct recipients to report any inability to comply and provide detailed explanation with suggested remedies. 1.03 SUBMITTAL PROCEDURE A. Organize and submit complete information into separate submittals for each Specification Section listed in Table of Contents, electronically in editable PDF format, except as follows: 1` One (1) consolidated Division submittal for Sections in the following Divisions: a, Division 21, 22, and 23. b. Division 26, 27 and 28. c. Division 31, 32, and 33, except One (1) separate consolidated submittal for Landscaping is acceptable. 2. Doors, door frames and door hardware: One (1) consolidated submittal. 3. Exterior curtainvvall, storefront and entrance systems: One (1) consolidated submittal. 4. Exceptions must be approved by Architect. B. Number submittals sequentially, followed by specification Section number. 1. Revisions: Add ^R-1"tasubmittal number; example "D34'O851 13 R-1" C. Transmittal or Cover Sheet: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 2 04 NOV 2015 SECTION 01 33 00 SUBMITTAL PROCEDURES 1. Incomplete transmittal form will be returned. D. Contractor's Review: Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with requirements of the Work and Contract Documents. 1' Review submittals prior to submission and provide stamp of approval signed or initialed by Contractor. a. Contractors review indicates that Contractor has thoroughly reviewed the submittal and certifies that it is complete correct in compliance with the Contract Documents and suitable for the Project. b. Review represents that field measurements and field conditions have been considered and that the work submitted will perform as intended. c. Review of Shop Drawing represents that required coordination with other work has been performed and is indicated in Shop Drawing. 2. Architect will not review submittals that do not inc|udaContnactor'ooignod review atamp, do not include required field condidons, or are not accurate. 3. Include written description and graphic demarcation of deviations from requirements of Contract Documents. 4. All work done prior to approval of submittals shall be at the Contractor's risk. E. Clearly indicate all opUone, uo|ora, occessohes, data, etc, provided for this Project. F. Identify variations from Contract Documents. Identify product limitations which may be detrimental to successful performance of completed Work. B. Allow space on submittals for Contractor and Architect review stamps. H. Schedule submittals to expedite Project. Send electronic submittals to Architect at SERA Architects. Coordinate submission of related items. 1. Send one copy to Owner I. For each submittal, allow 14 days from time Architect recieves electronic submittal. 1. Allow additional 7 days for any one of the following submittals: a. Major building components or consolidated submittals. b. Review by Architect's consultant, c. Review by Commissioning Agent. d. Review by Owner. J. When revised for resubmission, identify changes made since previous submission. K. Distribute reviewed submittals as appropriate. Instruct parties to promptly report inability to comply with requirements, 1.04 PRODUCT DATA A. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. 1. Provide product data whether sified or not specified in Section. 2. If information that must be specially prepared for submittal because standard data are not suitable for use, submit as Shop Drawings, not as Product Data. 3. Each submittal must show which product(s) and options are applicable to this Project. B. Include the following informaUon, as applicable: 1. Manufacturer's written recommendations. 2. Manufacturer's product specifications. 3. Manufacturer's installation instructions. 4. Standard color charts. 5. Manufacturer's catalog cuts. G. Wiring diagrams showing factory-installed wiring. SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 3 U4NOV 2U1S SECTION 01 330O SUBMITTAL PROCEDURES 7. Printed performance curves. 8. Operational range diagrams. S. Mill reports. 10. Standard product operation and maintenance manuals. 11. Compliance with specified referenced standards. 12. Testing by recognized testing agency. 13. Application of testing agency labels and seals. 14. Notation of coordination requirements. C. Mark submittals to identify applicable products, moda|s, optiono, and other data. Supplement manufacturers'standard data to provide information specific to this Project. D. Indicate product utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances. E. Submit one electronic copy in editable PDF format. F. Architect will return a reviewed electronic copy in PDF format. 1.06 SHOP DRAWINGS A. Prepare ific information, drawn accurately to scale. Do not base Shop Drawings on standard printed data or reproductions of the Contract Documents, unless submittal of Architect's CAD Drawings is permitted. 1. Provide Shop Drawings for work indicated in Sections and when needed to execute the Work. B. Electronic copy of Architect's CADD drawings (floor p|ono, site plan and ceiling p|ano, on|y)will not be provided. C. Fully illustrate requirements in the Contract Documents. Include the following information, as applicable: � 1. Dimensions. 2. Three dimensional axonometric views of flashings, pans and sheet metal details. 3. Identification of products 4. Fabrication and installation drawings. 5. Roughing-in and setting diagrams. 6. Wiring diagrams showing field-installed wiring, including power, signal, and control wiring. 7. manufacturing instructions. 8. Templates and patterns. 9. Schedules. 10. Design calculations. 11, Compliance with specified standards. 12. Notation of coordination requirements. 13. Notation of dimensions established by field measurement 14. Relationship to adjoining construction clearly indicated. 15. Seal and signature of professional engineer if specified. 16. Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring. D. Indicate special utility and electrical charactedat|ca, utility connection requirements, and location of utility outlets for service for functional equipment and appliances, E. Submit electronically using document control program established by Architect. 1'06 SAMPLES A. Submit Samples for review of kind, color, pottarn, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed. SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 4 04 NOV 2015 SECTION 01 33 00 SUBMITTAL PROCEDURES B. Transmit Samples that contain multiple, related components such as accessories together in one submittal package. C. Identification: Attach label on unexposed side of Samples that includes the following: 1. Generic description of Sample. 2. Product name and name of manufacturer. 3. Sample source. 4. Number and title of appropriate Specification Section. O. Disposition: Maintain sets of approved Samples at Projectoite' available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. 1. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use. 2. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor. E. Samples for Initial Selection: Submit 2 manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available. F. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, teXtune, and pattern; color range sets and components used for independent testing and inspection. 1. Submit three sets of Samples. Architect will retain one Sample set; remainder will be neturned � 2. Submit a single Sample where assembly details, workmonahip, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated. 3. If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least three sets of paired units that show approximate limits of variations. G. Finishes, products and/or materials noted as custom, hand worked, etc shall be submitted to Architect for review and approval prior to fabrication/installation. Allow for minor revisions to sample in terms of finish, fabrication, installation and/or sequencing. H. Field Samples: Large size samples and assembled samples that shall be submitted at the Project Site are specified in individual Sections. 1.07 DESIGN DATA A. Prepare written and graphic information, inc|udiRg, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and a summary of loads Include load diagrams if applicable. Provide name and version of software if any used for calculations Include page numbers. B. Submit for Architect's information. 1. Architects review is limited to assessing conformance with design concept expressed in Contract Documents. C. Refer to Section 01 33 iO ' Delegated Design Procedures. 1.08 TEST REPORTS A. Submit for Architect's knowledge. B. Submit test reports for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents. SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURMHAM &ASH APARTMENTS PAGE 5 Q4NOV 2O15 SECTION O133DO SUBMITTAL PROCEDURES 1.09 CERTIFICATES A. When specified in individual specification sections, submit certification by manufacturer, installation/application subcontractor or Contractor to Architect in quantities specified for Product Data. B. Indicate material or product conforms to or exceeds specified requirements, Submit supporting reference data, affidavits, and certifications as appropriate. C. Certificates may be recent or previous test results on material or Produot, but must be acceptable to Architect. 1.10 QUALIFICATION DATA A. When specified in individual specification sections or requested by Architect, submit qualifications for manufacturer, installer, or subcontractor. B. Data may include previous experience, list of previous similar projects, reharennea, proof of tnaining, and approval by manufacturer or warrantor. 1.11 SAMPLE WARRANTY A. When warranty is specified in a Section, submit sample of specified warranty with initial product submittal. B. Final warranty submittal is specified in Section 01 78 00- Closeout Submittals. 1.12 MANUFACTURER'S INSTRUCTIONS A. When specified in individual specification sections, submit printed instructions for delivery, stnrage, aoaemb|y, inata||aUon, atart-up, adjusting, and finishing, to Architect for delivery to Owner in quantities specified for Product Data. B. Indicate special p/ocedureo, perimeter conditions requiring special attention, and special environmental criteria required for application or installation. 1.13 MANUFACTURER'S FIELD REPORTS A. Submit reports for Architect's benefit as contract administrator or for Owner. B. Submit report in duplicate within 30 days of observation to Architect for information. C. Submit for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents. PART 2 PRODUCTS (NOT USED PART 3 EXECUTION (NOT USED) END OF SECTION SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 1 O4NOV 2Q15 SECTION 01 33 16 DELEGATED DESIGN PROCEDURES PART 1 ' GENERAL 1.01 SECTION INCLUDES A. Summary of Delegated Design Work. B. Submitting Deferred (permit) Submittals for Delegated Design items when engineering is done as part of the Delegated Design. C. Delegated Design submittals. 1.02 SUMMARY A. For certain components of the Work of the Contract, the Contractor is required to provide professional engineering design and obtain necessary approval of regulatory agencies. The Contractor shall be responsible for the design, calculations, submittals, and permits-as required-for these components. The Contractor is responsible to submit all Delegated Design documents required for approval by regulatory agencies as a Deferred Submittal to the Authority Having Jurisdiction (AHJ). B. Coordinate and assume full responsibility for design, engineering (when required by the AHJ or when specifically required by the Owner), submdta|s, hebricadon, tnanoportotion, and installation of the work. 1.03 DEFINITIONS A. Delegated Design: Professional design service or certification specifically required of the Contractor in the Specifications. Delegated Design does not include professional services that the Contractor needs to fulfill their responsibilities under the Contract including but not limited to construction means, methods, and sequencing the Work, 1. Delegated design may be referred to as Bidder Design. B. Deferred Submittal: Those portions of the design that are not submitted at the time of building permit application which are being submitted separately to the AHJ. Refer to OSSC 107.3.4.2 for additional requirements. C. AHJ: Authorities Having Juhsdiction, defined in Section 01 10 00 and AIA Document A201. 1.04 PERFORMANCE REQUIREMENTS A. Comply with Regulations. B. Provide complete, operational systems that perform their intended use. C. Engineer Delegated Design portions for gravity, lateral and seismic loads. 1. Load criteria is indicated in Structural Drawings. If not indicated, request criteria. 2. Indicate reactions to structure. 3. Provide services of a qualified professional engineer licensed in the Project jurisdiction. D. Calculate and complete energy forms required by AHJ. 1. Details of all conditions are not shown; final resolution of details shall be the responsibility of the Contractor such that the completed installation is durable and complies with the design and performance requirements. 2. Deviations from assembly details indicated shall not alter the apperanace of the completed work as determined by the Architect. E. Execute the design intent as indicated in Project Drawings and Specifications. F. Obtain Permits and inspections and pay fees required by AHJ. Q. In case of any conflict between referenced codes and standards and/or the Drawings and Spouificabone, the code or standard having the more stringent requirements shall govern. ) SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 2 04 NOV 2015 SECTION 01 33 16 DELEGATED DESIGN PROCEDURES 1.05 OWNER'S RESPONSIBILITIES A. The Owner will not pay for progress delays, additional Work, additional products, restocking, or re-working required by Contractor's failure to coordinate Delegated Design and Deferred Submittal work with other Project work. 1.06 SUBMITTALS A. Preliminary Design: Submit to Architect drawings and product data that describe Contractor's design prior to performing engineering calculations and Shop Drawings. 1. Architect will evaluate proposed design and comment on conformance with intent of Contract Documents. 2. Preliminary review is for aesthetic and general function concerns and will not constitute approval of engineering. 3. Purpose of this submittal is to avoid engineering and detailing an unacceptable proposal. B. Permit Review: Submit Delegated Design documents to AHJ for review and approval. 1. When AHJ requires review by Architect or Architect's consultant, allow 10 days for Architect's review. Submit documents to Architect and pick-up documents when review is complete. Make corrections noted by Architect. 2. Obtain permits prior to executing work component. 3. Comply with AHJ requirements. 4. Execute corrections to Delegated Design work required by AHJ at no cost to Owner and prior to Substantial Completion. a. Notify Architect of changes required by AHJ as soon as they are known. 5. Include design criteria, design assumptions, structural calculations, fabrication and construction details, required o|earonceu, and interface requirements. a. Delegated Design drawings are in addition to Shop Drawings. S. Affix Design Professional's seal for State License on Submittals. C. Product Data, Shop Drawings and Samples: Comply with requirements in Section 01 33 00 for each product of Delegated Design portion of work. Product submittals are in addition to submittals for permit and design data. 1.07 QUALITY ASSURANCE A. Documentation: Comply with the following: 1. Uniform Drawing System, NCS/UDS published by National Institute of Building Sciences. 2. Minimum text size: 1/8 inch 3. Legible when microfilmed 4. Other requirements of AHJ B. Design requirements specific to Delegated Design portions are indicated in Drawings and in Sections that specify the component. C. Engineer's Qualifications: A professional engineer who is legally qualified to practice in jurisdiction whProject is located and who is experienced in providing engineering services of the kind indicated. O. Pre-Submittal Meeting: Contractor shall meet with Architect, Consultant, and Delegated Designer to discuss requirements of work-portion, submittals, scheduling and sequencing. 1.08 SCHEDULING A. Schedule design process and submittals required for Delegated Design portions to fit within Construction Schedule. B. Allow adequate time for AHJ review. Contact AHJ for time estimate and coordination of schedule. SERA Design and Architecture, Inc. Construction Set PROJECT NO, 1503004 BURNHAM &ASH APARTMENTS PAGE 3 04 NOV 2015 SECTION 01 33 16 DELEGATED DESIGN PROCEDURES C. If Architect's approval of Shop Drawings is required prior to application for permit, schedule and sequence Shop Drawing review prior to review of permit submittal. Allow time specified in Section 01 33 00. PART 2 PRODUCTS —NOT USED PART 3 EXECUTION 3.01 SCHEDULE OF DELEGATED DESIGN COMPONENTS A. Refer to Structural notes for additional requirements. SECTIO ITEM DELEGATED DEFERR NOTES N DESIGN ED SUBMIT TAL 03 30 00 CAST-IN-PLACE YES NO MIX DESIGN AND FORMING CONCRETE 03 38 00 POST-TENSIONED YES NO SHOP DRAWINGS AND CONCRETE ELONGATION CALCULATIONS 05 50 00 METAL FABRICATIONS SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 4 04 NOV 2015 SECTION 01 33 16 DELEGATED DESIGN PROCEDURES END OF SECTION SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 1 04 NOV 2015 SECTION O14U8O QUALITY REQUIREMENTS PART GENERAL 1.01 SECTION INCLUDES A. References and standards. B. Quality assurance submittals. C. Mock-up. D. Control of installation. E. Tolerances. F. Testing and inspection services. G. Manufacturers'field services. 1.02 REFERENCE STANDARDS 1.03 DEFINITIONS A. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements. B. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual productincorporated into the Work and completed construction comply with naquirennentn. Services do not include contract enforcement activities performed by Architect. C. Mock-Up: Full-size, physical assemblies that are constructed on-site. Mock-ups are used to verify selections made under sample submittals, to demonstrate aesthetic effects and, where indicated, qualities of materials and execution, and to review construction, coordination, testing, or operation they are not Samples 1. Approved mock-ups establish the standard by which the Work will be judged. D. Laboratory Mock-up: Full-size, physical assemblies that are constructed at testing facility to verify performance characteristics. E. Preconstruction Testing: Tests and inspections that are performed specifically for the Project before products and materials are incorporated into the Work to verify performance or compliance with specified criteria. F. Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing agency qualified to conduct product testinand acceptable to authorities having jurisdiction, to establish product performance and compliance with industry standards. G. Source Quality-Control Testing: Tests and inspections that are performed at the source, i.e., plant, mill, factory, or shop. H. Field Quality-Control Testing: Tests and inspections that are performed on-site for installation of the Work and for completed Work. I. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency. J. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations. 1. Using a term such as "carpentry" does not imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter." It also does not imply that requirements specified apply exclusively to tradespeople of the corresponding generic name. K. Experienced; When used with an entity, "experienced" means having successfully completed a ) minimum of 10 previous projects similar in size and scope to this Project; being familiar with SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURN HAM &ASH APARTMENTS PAGE 2 04 NOV 2015 SECTION 01 40 00 QUALITY REQUIREMENTS special requirements indicated; and having complied with requirements of authorities having jurisdiction. 1.04 INDUSTRY STANDARDS A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced Such standards are made a part of the Contract Documents by reference. B. Publication Dates: Comply with standards in effect as of date of Contract Documents, unless otherwise indicated. C. Copies of Standards: Each entity engaged in construction on the Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. 1. When copies of standards are needed to perform a required construction activity, obtain copies directly from publication source. 2. When copies of standards are needed for any namaon, obtain copies directly from publication source. D. Abbreviations and Acronyms for Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the standards and regulations in the following list. 1. ADAAG or ADAAmericans with Disabilities Act 2. CFRCode of Federal Regulations 3. DODDepartment of Defense Military Specifications and Standards 4. FSFederal Specification 5. MlLSPECMilitary Specification and Standards 6. UFASUniform Federal Accessibility Standards E. Industry Oanizatio /s: WherembbnaviotionsandacronymseneunedinSpeoifioatonsorother Contract Documents, they shall mean the recognized name of the entities indicated in Gale Research's "Encyclopedia of Associations" or in Columbia Books' "National Trade & Professional Associations of the U.S." 1~05 CONFLICTING REQUIREMENTS A. General: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to Architect for a decision before proceeding. B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may complexactly with the minimum quantity or quality specified, or it may exceed the minimum in reasonable|innits` To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding. 1.06 SUBMITTALS A. Reports: Prepare and submit certified written reports that include the following: 1. Date ofissue. 2. Project title and number. 3. Name, address, and telephone number of testing agency. 4. Dates and locations of samples and tests or inspections. S. Names of individuals making tests and inspections. 6. Description of the Work and test and inspection method. 7. Identification of product and Specification Section. SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 3 04 NOV 2015 SECTION 01 40 00 QUALITY REQUIREMENTS 8. Complete test or inspection data S. Test and inspection results and an interpretation of test results. 10. Record of temperature and weather conditions at time of sample taking and testing and inspecting. 11, Comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements 12. Name and signature of laboratory inspector. 13. Recommendations on retesting and reinspecting. 14. Distribution: Contractor, Architect, Engineer of Record, Authority Having Juhsdition, Owner(verify), and Construction Manager(when appropriate). B. Deficiencies Report: Attach a separate list of deficiencies identified in previous reports that have not been corrected and successfully retested. 1. Submit a final report certifying the status of all deficiencies signed and stamped Submit report directly to Authority having jurisdiction (when required) and copy to others. C. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases,jurisdictional settlements, notices, receipts for fee payments,judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work. D. Testing Agency Qualifications: 1. Prior to start of Work, submit agency name, address, and telephone number, and names of full time registered Engineer and responsible officer. 1.07 REFERENCES AND STANDARDS A. For products and workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards, comply with requirements ofthe standerd. except vvhenmore hgidnequ�ementuare specified nrare required by applicable codes. B. Conform to reference standard of date of issue current on date of Contract Documents, except where a specific date is established by applicable code. C. Obtain copies of applicable reference code(s) enforced by authorities having jurisdiction. D. Obtain copies of standards and where required by product specification sections. E. Maintain copies of standards and codes at project site during submittals, planning, and progress of the specific work, until Substantial Completion. F. Should specified reference standards conflict with Contract Donumenha, request clarification from Architect before proceeding. G. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those of Architect shall be altered from the Contract Documents by mention or inference otherwise in any reference document. 1.08 TESTING AND INSPECTION AGENCIES A. Owner will employ and pay for services of an independent testing agency to perform specified testing and inspection. 1. Owner's testing agent will perform "special inspections" required by Regulations. B. Contractor shall employ and pay for services of an independent testing agency to perform other testing and inspection specified as Contractors responsibility or required by Contractor for quality control. C. Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents. O. Testing by Owner: SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 4 04 NOV 2015 SECTION 01 40 00 QUALITY REQUIREMENTS U 1. Fiottest paid for byowner and pnz�dedbyoquoU�edand oo��edthird pa�yteotng agency. Subsequent testing due to failure, paid for by sub-contractor responsible for failure source. If test fails, retest the same location plus one additional location. For each of the failed tests after the first failed test, retest the same location plus two additional tests. 2. Locations of water penetration tests at mock-up and building to be determined the week prior by Architect. Contractor to verifytions with Architect. 3Coordinate with architect for regular intervals and timing of testing. 4. Storefront testing see Section 08 43 13. 5. Vinyl Window testing see Section 08 53 13. O. Air Testing per ASTM E783 by an AAMA accredited testing agency: see individual opening sections. E. Water: 1. No water allowed on inside surfaces when measured in accordance with ASTM E331. 2. Test two vinyl windows and one storefront, selected randomly. 3. Mock-up: test both punched window with PTHP. Note openings to be tested in place. 4. See individual opening sections for testing requirements. F. Air 1. Chamber test storefront and punched window with PTHP, using same chamber system and removing tape to test window to wall interface, and then window unit only. 2. 2 units tested in place prior to cladding installation, post sub-framing installation. 3. Storefront and punched window openings to have 1 of the units produced for this prjeot tested at manufacturing facility prior to shipping. Test results are due prior to shipping to Architect G. Adhesion 1. Adhesion tests are required for each and every sealant and adhered product in Division 7 and 8 on each and every substrate included in detailing and/or project. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.01 CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality. B. Comply with manufacturers' instructions, including each step in sequence. C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding. O. Comply with specified standards as minimum quality for the Work except where more stringent tolerances codes or specified requirements indicate higher standards or more precise workmanship. E. Have Work performed by persons qualified to produce required and specified quality. F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer. G. Secure products in place with positive anchorage devices designed and sized to withstand streaeeo, vibratinn, physical distortion, and disfigurement. 1. Design anchorage and attachments to resist seismic forces when required by Regulations. 3'02 MOCK-UP A. See Section 01 43 39 Coordinated Mock-up for additional requirements. SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 5 04 NOV 2015 SECTION 01 40 00 QUALITY REQUIREMENTS B. Before installing portions of the Work requiring mockups, build mock-up for each form of construction and finish required to comply with the following requirements, usmaterials indicated for the completed Work: 1. Build mock-up in location and of size indicated or, if not indicated, as directed by Architect. 2. Notify Architect seven days in advance of dates and times when mock-up will be constructed. 3. Demonstrate the proposed range of aesthetic effects and workmanship. 4. Obtain Architects approval of mock-up before starting work fabrication or construction. a. Allow seven days for initial review and each re-review of mock-up. 5. Maintain mock-up during construction in an undisturbed condition as a standard for judging the completed Work. C. Tests shall be performed under provisions identified in this section and identified in the respective product specification sections. D. Assemble and erect specified items with specified attachment and anchorage devices, flashings, seals, and finishes. E. Accepted mock-up shall be a comparison standard for the remaining Work. F. Where mock-up has been accepted by Architect and is specified in product specification sections to be removed, protect mock-up throughout construction, remove mock-up and clear area when directed to do so by Architect. 1. Deconstruct and recycle mock-up that is not incorporated in Work. 3.03 TOLERANCES A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate. B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from Architect before proceeding. C. Adjust products to appropriate dimensions; position before securing products in place. 3.04 TESTING AND INSPECTION A. Testing Agency Duties: 1. Provide qualified personnel at site. Cooperate with Architect and Contractor in performance of services. 2. Perform specified sampling and testing of products in accordance with specified standards. 3. Ascertain compliance of materials and mixes with requirements of Contract Documents. 4. Promptly notify Architect and Contractor of observed irregularities or non-conformance of Work or products. S. Perform additional tests and inspections required by Architect. G. Submit reports of all tests/inspections specified. B. Limits on Testing/Inspection Agency Authority: 1. Agency may not/e|aase, nevoke, a|ter, or enlarge on requirements of Contract Documents. 2. Agency may not approve or accept any portion of the Work. 3. Agency may not assume any duties of Contractor. 4. Agency has no authority to stop the Work. C. Contractor Responsibilities: 1. Deliver to agency at designated location, adequate samples of materials proposed to be used that require testing, along with proposed mix designs. 2. Cooperate with laboratory personnel, and provide access to the Work and to ) manufacturers'facilities. 3. Provide incidental labor and facilities: SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 6 D4NOV 2U15 SECTION U14O0U QUALITY REQUIREMENTS a. To provide access to Work to be tested/inspected. b. To obtain and handle samples at the site or at source of Products to be tested/inspected. c. To facilitate tests/inspections. d. To provide storage and curing of test samples. 4. Notify Architect and laboratory 24 hours prior to expected time for operations requiring testing/inspection services. S. Employ services of an independent qualified testing laboratory and pay for additional samples, teato, and inspections required by Contractor beyond specified requirements. G. Arrange with Owners agencyand pay for additional samples tests and inspections required by Contractor beyond specified requirements. O. Re-testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by Architect. E. Re-testing required because of non-conformance to specified requirements shall be paid for by Contnaotor. F. Re-testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by Architect Payment for re testing will be charged to the Contractor by deducting testing charges from the Contract Price. 3.05 MANUFACTURERS' FIELD SERVICES A. When specified in individual specification ueotiona, require material or product suppliers or manufacturers to provide qualified staff personnel to observe site oonditions, conditions of surfaces and inata||etion, quality of workmanship, start-up of equipment, test, adjust and balance of equipment as applicable, and to initiate instructions when necessary. B. Submit qualifications of observer to Architect 30 days in advance of required observations. 1. Observer subject to approval of Architect. C. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers'written instructions. 3'06 DEFECT ASSESSMENT A. Replace Work or portions of the Work not conforming to specified requirements. B. If, in the opinion of Architect, it is not practical to remove and replace Work, Architect will direct an appropriate remedy or adjust payment. END OF SECTION } SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 1 O4NOV 2O15 SECTION 0142 20 DEFINITIONS & REFERENCES STANDARDS PABT1[SENERAL 1.01 DEFINITIONS A. General: Basic Contract definitions are included in Conditions of Contract. B. "Indicated": Refers to graphic representationsnotes, or schedules in Drawings; or to other paragraphs or schedules in Specifications and similar requirements in Contract Documents. Terms such as "shown," "noted," "scheduled," and "specified" are used to help user locate reference. Location is not limited. C. "Directed": Terms such as"directed," "requested," "authorized," "selected, "as approved," "required," and "permitted" mean directed by Arch|tect, requested by Architect, and similar phrases. D. "Approved": When used in cojunction with Architect's action on Contractor's submittals, applications, and requests, is limited to Architect's duties and responsibilities as stated in Conditions of Contract. E. "Regulations": Includes laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within construction industry that control performance of Work. F. "Furnish": Means to supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations. G. "Install": describes operations at Project site including actual un|oading, temporary oforage, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecUng, c|eoning, and similar operations* H. "Provide": Means to furnish and install, complete and ready for intended use. I. "Installer': Is Contractor or another entity end by Contractor, either as an employee, subcontractor, or contractor of lower tier, to perform a particular construction activity, including ineteUotiun, erection, application, or similar operations. 1' Installers are required to be experienced in operations they are engaged to perform 2. Term "experienced"when used with term "installed' means having successfully completed a minimum of five previous projects similar in size and scope to this Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction. J. "Project site" is space available to Contractor for performing construction activities, either exclusively or in conjunction with others performing other work as part of Project. K. "Testing Agencies": Are independent entities engaged to perform specific inspections or tests, either at Project site or elsewhere, and to report on and, if required, to interpret results of those inspections or tests. 1.02 SPECIFICATION FORMAT AND CONTENT EXPLANATION A. Specification Format: These Specifications are organized into Divisions and Sections based on 5UdivisionformatandC8|/C8C'm "[NaoterFnrmat2O11"numbehngayotem. B. Specification Content: 1. Abbreviated Language: a. Language used in Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Words imp|ied, but not stated, shall be interpolated as sense requires. Singular words shall be interpreted as p|una|, and plural words as singular, where applicable as context indicates* 2. Imperative mood and streamlined language are generally used in Specifications. a. Requirements expressed in imperative mood are to be performed by Contractor. Subjective language is used for clarity to describe responsibilities that must be ) fulfilled indirectly by Contractor, or by others when so noted, Words "uha|[." "shall SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAN|&ASH APARTMENTS PAGE 2 04 NOV 2015 SECTION 01 422O DEFINITIONS & REFERENCES STANDARDS be.^ or'shaUnomp|ywhh," dependh7gonnont*Xt are implied where a colon (:) is used within a sentence or phrase. 1.03 INDUSTRY STANDARDS A. Applicability of Standards: Unless Contract Documents include more stringent requirements, applicable construction indtandards have same force and effect as if bound or copied directly into Contract Documents to extent referenced. Such standards are made a part of Contract Documents by reference. Comply with standards in effect as of date of Contract Documents. B. Conflicting Requirements: Comply with most stringent requirement when compliance with two or more standards is specified and standards establish different or conflicting requirements. Refer uncertainties and requirements that are different, but apparently equal, to Architect for decision before proceeding. C. Minimum Quantity or Quality Levels: Quantity or quality level shown or specified shall be the minimum provided or performed. D. Copies of Standards: Each entity engaged in construction on Project must be familiar with industry standards applicable to its trade, and is responsible for maintaining copies of standards needed to perform Work. Make copies of applicable standards available upon request. 1.04 STANDARDS A. Reference to a technical oociety, inoUtution, omaociationo, or governmental authority is made in accordance with their acronym as shown in following table: 1. AA; Aluminum Association a. Tel. 2O2-8G2'510O b. 000 19th St. NW Suite 300 c. Washington, DC 20006 2 AAMA; American Architectural Manufacturers Association a. Tel. 847-303-5664 b. 1827 Walden Office SSuite 104 c. Schaumburg, IL 60173-4268 3. /AN; American Association of Nurserymen, Inc. a. [See ANLA] 4. AASHTO; American Association of State Highway &Transportation Officials a. Tel. 202-624-5800 b. 444 North Capitol St., NW Suite 249 c. Washington, DC 20001 5. ACI; American Concrete Institute a. Tel. 248-848-37 O b. P.O. Box 9094 c. Farmington Hills, N1| 48333-88Q4 G. ADAAG; Americans with Disabilities Act of 1990. Public Law 101'336 a. Accessibility Guidelines for Buildings and Facilities 7. AFGA; American Forest and Paper Association 8. Tel. 800-878-8878 a. (Formerly: National Forest Products Association) b. 1111 19th St., NW, Suite 800 c. Washington DC 20036 8 AHA;American Hardboard Association a. Tel. 847-934-8800 b. 121 0 W. Northwest Hwy c. Palatine, IL 60067-1897 SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 3 O4NOV 2015 SECTION O1423O DEFINITIONS & REFERENCES STANDARDS 10- AISC; American Institute of Steel Construction a. Tel. 800-644-2400 b. One East Wacker Drive, Suite 3100 c. Chicago, IL 60601-2001 11. AISI; American Iron and Steel Institute a. Tel. 202-452-7100 b. 1101 17th Street N.W. c. Washington, DC 20036-4700 12. AITC; American Institute of Timber Construction a. Tel. 303-792-9559 b. 7012 S. Revere Pkwy, Suite 140 c. Englewood, CO 80112 13. ALSC;American Lumber Standards Committee a. Tel. 301-972-1700 b. P.O. Box 21O c. Germantown, MD 20875 14. ANLA; American Nursery and Landscape Association a. (Formerly: American Association of Nurserymen) b. Tel. 202-789-2900 c. 1250 Eye St., NW, Suite 500 d. Washington DC 20005 15. ANSI; American National Standards Institute a. Tel. 202-642-4900 b. 11 West 42nd Street., 13th Floor c. New York, NY 10036-8002 16� APA; The Engineered VyoodAssoo1ohon a. (Formerly: American Plywood Association) b. Tel. 206-565-6600 c. P.O. Box 11700 d. Tacoma, Washington 98411-0700 17. APA; Architectural Precast Association a. Tel. 941-454-6989 b. p.D. Box O8GOg c. OrtPWyara' FL32SO8-QSG9 18. ASHRAE; American Society of Heating, Refrigerating and Air-Conditioning Engineers. a. Tel. 800'527'4723 b. 1791 Tullie Circle, NE c. Atlanta, GA 30329-2305 19. ASTM; American Society for Testing and Materials a. Tel. 610-832-9500 b. 100 Barr Harbor Dr. c. West Conshohocken, PA 19428-2959 20. AWl; Architectural Woodwork Institute a. Tel. 703-733-0600 b. 1952 Isaac Newton Sq. c. Reston, VA 20190 21. AWPA; American Wood Preservers'Association a. Tel. 817-326-6300 b. 324GFall Creek Hwy, Suite 1AO0 c. Granbury, TX 76049-7979 22. AVV8. nnAericanVVe|dingSociety ) a- Tel. 800-443-9353 PROJECT NO. 1503004 BURN HAM &ASH APARTMENTS PAGE 4 04 NOV 2015 SECTION 01 42 20 DEFINITIONS & REFERENCES STANDARDS b. 550 NW LeJeune Rd. c. Miami, FL 33126 23. BHMA; Builders Hardware Manufacturers Association a. Tel. 212-661-4261 b. 355 Lexington Ave., 17 th Floor c. New York, NY 100 1 7-0603 24. BIA; Brick Institute of America a. Tel. 703-620-0010 b. 11490 Commerce Park Dr. c. Reston,VA228S1'1525 25. CRSI; Concrete Reinforcing Steel Institute a. Tel. 847-517-1200 b. 933 N. Plum Grove Rd. c. Schaumburg, |LGO173-4758 26. CS; Commercial Standard of National Bureau of Standards a. (U.S. Department. of Commerce) b. Tel. 202-512-1800 c. U.S. Government Printing Office d. VVaehingtoo. D.C. 20402 27. CTI; Ceramic Tile Institute of America a. Tel. 310-574-7800 b. 12061 West Jefferson Blvd. c. Culver City, CA 90230-6219 28. DHI; Door and Hardware Institute a. (Formerly: National Builders Hardware Association) b. Tel. 703'222-2010 c. 14170 Newbrook Dr. d. Chantilly, VA 20151-2223 29. EIMA; EIFS Industry Members Association a. Tel. 800-294-3462 b. 402 N. Fourth St., Suite 102 c. Yakima, WA 98901-2470 30. FGMA; Flat Glass Marketing Association a. (See GANA) 31. FM; Factory Mutual System a. Tel. 781-762-4300 b. 1151 Boston-Providence Tnpk. c. Norwood, MA 02062-9102 32. FS; Federal Specification Unit a. (Available from General Service Administration) b. Tel. 202-619-8925 c. 470 East L'Enfant Plaza, SW, Suite 8100 d. V\aohinghzn. DC 20407 33. GA; Gypsum Association a. Tel.203-280'5440 b. 810 First St., NE, Suite 510 c. Washington, D.C. 20002 34. GANA; Glass Association of North America a. (Formerly: Flat Glass Marketing Association) b. Tel. 913-266-7013 c. 531OSVHarrison St. } d. Topeka, KS 66611-2279 SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 5 O4NOV 2O16 SECTION O1422O DEFINITIONS & REFERENCES STANDARDS 35. HPVA; Hardwood Plywood and Veneer Association a. Tel. 703-435-2900 b. 1825 Michael Farraday Dr. c. P.O. Box 2789 d. Reston, VA 22195-0789 36. MIA; Masonry Institute of America a. Tel. 213-388-0472 b. 2550 Beverly Blvd. c. Los Angeles, CA 90057, 37. NAAMM; National Association of Architectural Metal Manufacturers a. Tel. 312-456-5590 b. 8 South Michigan Ave., Suite 1000 c. Chicago, IL 60603 38. NFPA; National Fire Protection Association a. Tel. 800-344-3555 b. One Bafterymarch Park c. P.O. Box 91 01 d. Quincy, MA 02269-9101 39. N EPA; National Forest ProductsAssociation 40. NHLA; National Hardwood Lumber Association a. Tel. 901-377-1818 b. P.O. Box J4518 c. Memphis, TN 38184-0518 41. NRCA; National Roofing Contractors Association a. Tel. 800-323-9545 b. O'Hare International (�entar c. 10255 W. Higgins Rd., Suite 600 d. Rosemont, IL 60018-5607 42. NVyCB; Northwest Wall and Ceiling Bureau a. Tel. 800-524'4215 b. 1032-A N.E. 65th St. c. Seattle, Washington 98119 43. NWVVDA; National Wood Window and Door Association a. (Formerly: National Woodwork Manufacturers Association) b. Tel. 800-223-2301 C. 14OnE. Touchy Aye.. G-54 d. Des Plaines, IL 60018 44. PCA; Portland Cement Association a. Tel. 847-966-6200 b. 5420 Old Orchard Rd. c. Skokie, IL 60077-1083 45. PCI; Precast/Prestressed Concrete Institute a. Tel. 312-786-0300 b. 175 W. Jackson Blvd. c. Chicago, IL 60604 46. PDCA; Painting and Decorating Contractors of America, Oregon Council a. Tel. 503-236-7064 b. 3420 SW Macadam c. Portland, Oregon 97219 47. PS; Product Standard of National Bureau of Standards ) a. (U.S. Department. of Commerce) b. Tel. 202-512-1800 PROJECT NO, 15O3OO4 BURNHAM &ASH APARTMENTS PAGE 6 O4NOV 2D15 SECTION O1422O DEFINITIONS & REFERENCES STANDARDS c. U.S. Government Printing Office d. Washington, DC 20402 48. SDI; Steel Deck Institute a. Tel. 847-462-1930 b. P.O. Box 25 c. Fox River Grove, IL 60021 49. SDI; Steel Door Institute a. Tel. 216-889-0010 b. 30200 Detroit Rd. n, Cleveland, OH44145-1SG7 50. SIGMA; Sealed Insulating Glass Manufacturers Association a. Tel. 312-644-6610 b. 401 N. Michigan Ave. c. Chicago, IL 60611-4267 51. SIL; Steel Joist Institute a. Tel. 803-626-1995 b. 3127 10th Ave., North Ext. c. Myrtle Beach, SC 29577-6760 52. SMACNA; Sheet Metal and Air Conditioning Contractors' National Association, Inc. a. Tel. 703-803-2980 b. 4201 Lafayette Center Dr. c. P.O. Box 112130 d. Chantilly, VA. 2D151-12OS 53. SSPC Steel Structures Painting Council a. Tel. 412-281-2331 b. 4O24fhGt�' 6th Floor c. Pittsburgh, PA 15222-4643 54. TCA; Tile Council of America a. Tel. 864-646-8453 b. 100 Clemson Research Blvd. c. Anderson, SC 29625 55. UL; Underwritees Laboratory, Incorporated a. Tel. 800-704-4050 b. 333 Pfingsten Road c. Northbrook, IL 60062 56. WCLIB; West Coast Lumber Inspection Bureau a. Tel. 503-639-0651 b. P.O. Box 23145 c. Portland, OR 97281-3145 57. WH; Warnock Hersey a. 8431 Murphy Drive b. Middleton, Wisconsin 53562 58. WMMP; Wood Moulding & Millwork Producers Association a. Tel. 800-550-7889 b. 507 First St. c. Woodland, CA 95695 59, WWPA; Western Wood Products Association a. Tel. 503-224-3930 b. Yeon Building c. 522SVV5th Ave, SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 7 04 NOV 2015 SECTION 01 42 20 DEFINITIONS & REFERENCES STANDARDS d. Portland, OR 97204-2122 END OF SECTION SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 1 04 NOV 2015 SECTION 01 433S COORDINATED MOCKUPS PART GENERAL 1.01 SECTION INCLUDES A. References and standards. B. Quality assurance submittals. C. Free standing Mock-ups. D. Control of installation. E. Tolerances. F. Testing and inspection services. G. Building envelope testing. H. Manufacturers'field services. 1.02 REFERENCE STANDARDS A. Laboratory Test Methods: 1. ASTM E 283-9. Test Method for Rate of Air Leakage through Exterior Windows, Curtain Walls and Doors. 2. ASTM E 330, Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. 3. ASTM E 331-93, Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. 4. ASTM E 547'98^ Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Cyclic Static Air Pressure Difference. B. Field Test Methods: 1. ASTM E783-O2, Field Measurement of Air Leakage Through Installed Exterior Windows and Doors. 2. ASTM E 1105-00 Field Determination of Water Penetration of Installed Exterior VNndows, Skylights, Doors and Curtain Walls, by Uniform or Cyclic Static Air Pressure Difference. 3. ASTM E 1186-03-Air Leakage Site Detection in Building Envelopes and Air Barrier Systems. 4 /V\MA5O1.2-O3' Field Check pfMetal Storefronts, Curtain Walls and sloped Glazing Systems for Water Leakage. 5. Material Standards: a. ASTM C 1048-04- Standard Specification for Heat Treated Flat Glass Kind HS, Kind FT Coated and Uncoated Glass. b. ASTM E 774 Standard Specification for the Classification of the Durability of Sealed Insulating Units. c. AAMA 2605-98 - Superior Performing Organic Coating on Aluminum Extrusions and Panels 1.03 DEFINITIONS A. Defective materials and workmanship include, but are not limited to, evidence of: 1. Penetration of water into or through mockup. 2. Air infiltration exceeding specified limits. 3. Delamination of wall insulated glass units. 4. Cracking, crazing, flaking of coatings or opacifiers on glass. 5. Discoloration or fading, excessive non-uniformity, pitting, omcNng, pee|ing, crazing,or corrosion of surfaces. 6. Glass breakage. 7. Secondary glass damage due to failing building skin components, 8. VVarpinO, racking, or movement out of plane of metal or metal composite wall panels. PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 2 04 NOV 2015 SECTION 01 433Q COORDINATED MOCKUPS 9. Shearing, popping , or movement of fasteners, concealed or exposed. 10. Warping, racking, or movement out of plane of window frames. 11. Operable window units that bind stick or do not operate smoothly 12. Adhesive or cohesive failure of sealants. 13. Crazing on surface of sealants. 14, Sealant hardening beyond Shore A durometer 50 or softening below 20 15. Chipping or spalling of concrete. 1.04 MOCK-UP SUMMARY A. Free standing mock-ups is required to be constructed apart and separated from the project itself. Mock-up shall represent the products on the project and procedures used for installing all finishes, materials, and equipment listed. B. Pnxydeenc|oaureo(ao needed) to protect mock-ups from exposure to the elements. C. Location: On or off site at location agreed to by Owner and Contractor. O. Mock-up may not remain as part of the work. Remove all mock-ups and clear area when directed or at pject completion. E. Mock-up is to be constructed out of sequence with the project itself. Track building of the mock-up on the construction schedule and follow procedures for submittals for approval of all items being mocked-up prior to building the mock-up. 1.05 SYSTEM PERFORMANCE REQUIREMENTS A. Purpose: 1. Building mockup is to demonstrate that materials and systems forming exterior shell of Project meet or exceed performance requirements specified in the individual specification sections and to meet code requirements for the location of the project. B. Materials and systems that fail to contribute to formation of a water tight and air-tight exterior shell, or that show excessive stress, weathering, discoloration, or weakness, shall be re-evaluated for use in the Project. 1.06 SUBMITTALS A. See Section 01 30 00 Administrative Requirements, for submittal procedures. B. Shop Drawings: 1, Submit shop drawings for fabrication and installation two weeks prior to construction of building mockup. 2. Provide the following: a. Site locatiodrawing showing Building Mockup on site access roads north arrow and drawing scale. b. Floor Plan: 1/2 inch scale. c. Wall Elevations: 1/4 inch scale. d. Wall Sections: 3/4 inch scale. e. Half size details of conditions for every member,joint, anchorage, weld size, glazing system, wall panel system, and provisions for expansion and contraction and sealant application. f. Isometric details to com |eh*| describe items being proposed by subcontractor inmdved, or as requested by Architect. g. Coordination details for related and adjoining Work. Insert templates, and erection diagrams to completely describe and construct Building Mockup. h. Glazing Sections: 1) Show dimensions, including but not limited to, section thicknesses, frame lap over g|aea, and edge clearance. 2) Show tolerances for dimensions including but not limited to field dimensions, mill and shop dimensions, and glass dimensions. PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE3 04 NOV 2015 SECTION 01 43 39 COORDINATED MOCKUPS i. Wall Panel Sections: 1) Show dimensions, including but not limited to, section thicknesses, and edge clearance. 2) Show tolerances for dimensions including but not limited to field dimensions, mill and shop dimensions, and panel dimensions. j. Enclosures and Accommodations for Test Equipment: 1) Comply with ASTM E 1105. 2) Show calculations ensuring enclosures are designed to withstand pressures and test conditions of testing. C. Structural calculations sealed and signed by a Professional Engineer responsible for their preparation and registered in the State in which the project is located. 1. Show ultimate factor of safety. Q. Prepare calculations in accordance with more stringent of current design rules of Aluminum Association, AISC, AISI, ACI, or these Project Specifications. 1.07 QUALITY ASSURANCE A. Comply with technical specification section for each material included in Building Mockup, and for administration and coordination requirements specified. B. Duplicate conditions and methods proposed for final construction. C. Make a video recording of assembly methods used for construction of building mockup. Comply with submittal procedures in Section 01 30 00 -Administrative Requirements. 1.08 PROJECT CONDITIONS A. Environmental Conditions: Do not proceed with Building Mockup construction when ambient temperature and substrate conditions are outside limits permitted by the specified products systems specified. PART 2 PRODUCTS 2.01 MOCK-UP: EXTERIOR A. Mock-up shall be constructed to represent and identify aesthetic standards, expectations for workmenship, sequence of installation, coordination with surrounding work, and to ensure that manufacturer's processes for the individual portions of the work listed below conform to the overall project goals. Mock-ups so indicated will also be used to test that products and installation conform to the performance requirements listed in each Section. 1. Mock-up is to be approximately 15 feet long and one story high to represent an exterior corner, interior corner, all window and storefront wall conditions, private roof deck aasemb|y, and all typical exterior wall conditions. A drawing showing exact scope for the mock-up will be issued by the Architect referencing details and conditions documented in the drawings. 2. Mock-up is to be reviewed for the following: B. 04 20 01; MASONRY VENEER 1, Masonry; Aesthetics, installation techniques, and coordination with other trades, C. 05 52 00; ALUMINUM RAILING 1. Parapet top-mounted style only. D. 06 10 00; ROUGH CARPENTRY 1. Framing; Installation tec niqueo and coordination. E. 06 16 63; MOISTURE RESISTANT GYPSUM SHEATHING 1. Sheathing; Installation techniques and coordination, F. 07 14 00; FLUID-APPLIED WATERPROOFING 1. Waterproofing; Installation techniques and coordination. ) 2. Waterproofing system to be tested. SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 4 04 NOV 2015 SECTION 01 43 39 COORDINATED MOCKUPS G, 07 18 14 PEDESTRIAN TRAFFIC WATERPROOFING H. 07 19 00; WATER REPELLENTS 1. Water Repellents; Installation techniques, aesthetics, and coordination, I. 07 25 09; SELF-ADHERED MEMBRANE 1. Self-adhered Membrane; Installation techniques and coordination. 2. Waterproofing system to be tested, J. 07 46 46; FIBER CEMENT SIDING 1VVaU Panels; Installation techniques, aesthetics, and coordination. 2. Flashing and Trim associated with other systems within the mock-up; K. 07 62 00; SHEET METAL FLASHING AND TRIM 1. Flashing and Trim associated with other systems within the mock-up; Installation techniques and coordination. L. 07 90 05; JOINT SEALERS 1. Joint Sealers and Accessories; installation techniques and coordination. M. 08 53 13; VINYL WINDOWS 1. Windows; installation techniques, aesthetics, and coordination with surrounding construction. 2. Include glazing on mock-up. 3. Windows to be tested. N. 23 81 00; PACKAGED TERMINAL HEAT PUMP (PTHP) PART 3 EXECUTION 3.01 GENERAL A. See Section 01 40 00 for additional requirements. 3.02 PREPARATION A. Provide the following to facilitate testing: 1. Building Mockup Test Chamber: Construct of steel studs and plywood or drywall (interior grade acceptable), a. Stud spacing and fastening to be constructed as typical exterior walls, b. Sheathing installed exterior side of chamber. o. Access hatch (approximately 2 x 3 feet) to allow chamber entrance and exit, and to be operable and sealed for air leakage. d. Fire caulk or fire tape board joints to adjacent concrete slabs and columns and/or exterior walls, 1) Chamber to be sealed to exterior beyond edge of test section. e. Install selected windows: 1) Install system complete with interior and exterior seals including tie-ins to adjacent systems. f. Water supply requirement to test chamber location: 1) 21 gallons per minute at 15 psi. 2) Connecting larger hose (greater than 1-1/2 inch) and splitting tnbmo(2) 3/4 inch hoses attest may also besufficient. 3) Length of hose exceeding 250 feet Plastic piping to be used to minimize pressure loss due to higher friction of rubber hose. g. Electricity: One dedicated 20 amp circuit, 3.03 TESTING A. Owner to engage qualified independent Testing Agency to perform testing of Building Mockup. B. Water Penetration: ) SERA Design and Architecture, Inc, Construction Set PROJECT NO. 1503004 BURNHAK8 &ASH APARTMENTS PAGES O4NOV 2Q15 SECTION 01 4830 COORDINATED MOCKUPS 1. Test installed systems at locations and to extent indicated by Architect. 2- Perform minimum of one (1)water test by method specified in ASTM F 1105. 3. Testing to evaluate watertightness of intersections of systems as well as each individual system. a. Testing windows for water infiltration to be conducted with window manufacturer's representative present b. Areas to include but not limited to: 1) Fixed and operable windows. 2) Cladding systems. 3) Penetrations. c. Durations: Four(4) cycles of five (5) minutes each with one (1) minute of neutral pressure between cycles. C. Notify Architect and Ovxner, in vvriting, minimum of 14 days prior to conducting field testing. 3.04 REPAIR AND RETESTING A. Repair or remove Work that does not meet specified naquinamento, or that is damaged by testing. 1. Where repair does not produce system(s) that meet specified performance requiremento, replace system(s) components with new components and re-test. 2. Obtain Architect's acceptance of corrective Work prior to executing it. B. Cost of corrective Work and re-testing necessary to arrive at performance requirements are Contractor's responsibility. 1. Re-testing includes testing fees, Architect's fees, and Consultant's fees, a. Re-testing costs due to re-design by Architect will be paid by Owner. END OF SECTION SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 1 04 NOV 2015 SECTION 01 45 19 VAPOR EMISSION AND PH TESTING PART 1GENERAL 1.01 SECTION INCLUDES A. Measuring moisture vapor emission of new concrete floors and gypsum underlayment. 1. Calcium (CaCl2) Test. C 2. In-situ Relative Humidity Test. B. Measuring acidity/alkalinity (pH) of new concrete floors and gypsum underlayment. 1.02 REFERENCES A. ASTM F 710 - Standard practice for Preparing Concrete Floors to Recieve Resilient Flooring. B. ASTM F 1869 - Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride. C ASTM F 2170 - Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using in situ Probes. 1.03 PERFORMANCE REQUIREMENTS A. Provide suitable concrete floor substrate for application of finish floor systems that will meet finish floor manufacturer's installation requirements. B. Moisture vapor emission testing: 1. Moisture dome testing (calcium chloride test): a. Moisture vapor test results to achieve three pounds per 1,000 square feet of concrete floor surface per 24 hours, or as allowed by flooring (or adhesive) manufacturer, when tested in conformance with ASTM F 1859. 2. In-situ relative humidity test: a. In-situ relative humidity test results to achieve relative humidity reading of no greater than 75 percent or as allowed by flooring (or adhesive) manufacturer, when tested in conformance with ASTM F217O. C. Concrete slab surface pH testing: 1' Acidity/Alkalinity testing with probe or pH testing papertoaohieveepHno |essthan7end no greater than 9 or as allowed by flooring (or adhesive) manufacturer when tested in conformance with ASTM F 710. 1.04 SUBMITTALS A. Product Data: Submit manufacturer's product data for all testing materials proposed for Work of this Section. B. Letter of Verification of Environmental Conditions as below. C. Test Reports: Submit moisture vapor emission and alkalinity test reports in accordance with requirements of Section 01 30 00. 1.05 ENVIRONMENTAL CONDITIONS A. Prior to testing for moisture vapor emissions rate, space shall be enu|oeed, fully vveether-tiOht, wet work shall be complete and normalldry work above ceilings finished The test site shall be at the same temperature and humidity expected during normal use. B. Building Temperature: Minimum 65 degrees F. Maximum 85 degrees F. C. Interior Relative Humidity: Minimum 40 percent. Maximum 60 percent. Q. Maintain specified environmental conditions not less than 72 hours prior to conducting tests and throughout duration of the tests. 1.06 QUALITY CONTROL A. Testing shall be conducted not less than 120 days after date of last pour of concrete slab to be tested. } B. Quantity of Tests Required: SERA Design and Architecture, Inc, Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 2 O4NOV 2O15 SECTION 01 4519 VAPOR EMISSION AND PH TESTING 1. Not less than 3 test are required for the first 1,000 square feet plus one test per each additional 1 000 square feet or fraction thereof. PART 2 PRODUCTS 2.01 MOISTURE VAPOR EMISSION TESTING A. Moisture Dome Testing: Conform to requirements of ASTM F 1868. 1. Anhydrous Calcium Chloride (CaCl2) Test Kits: Kits shall contain a plastic spherical dome with a factory installed silicone gasket, weight ring, airtight foil bag of calcium chloride pproximately 30 grams), and a plastic dish with snap-top lid and label. a. This test requires use of a gram-weight scale with a gradation of 1/10th (0.1) gram. 2. Approved Manufacturers: a Vaprecision Testing Systems, www.vaportest.com. b. Other manufacturers: Comply with Section 01 60 00 - Product Requirements. B. In-situ Relative Humidity Testing is required to be performed by an independent testing laboratory using relative humidity moisture meter kits and sensors conforming to requirements of ASTM F 2170. 2.02 CONCRETE SLAB SURFACE PH TESTING A. pH Tester with a surface probe. B. pH Test Kits: Kits shall contain pH paper, pH pencil and pH color chart for comparison. PART 3 EXECUTION 3.01 PREPARATION A. General: 1. Prior to testing, verify that environmental conditions have been met. 2. Heating ventilating and air conditioning system is operating or temporary heat, cooling and ventilating system is operating. 3. Lay Out Test Area: Measure the space to be tested. Layout the test sites in a rectangular, quasi rectangular or a cross-diagonal grid Come in 5 feet from any exterior wall and place test kits at even intervals. Complete the grid. Record the location of each test site on a Record Drawing. B. Moisture Dome Testing: 1. Surface Preparation: a. For each test area, expose a surface area of 20 inches square. b. Grind or sand the concrete surface. Test area shall be clean and free of all foreign substances; including curing compounds, aea|mro, paint, oil, resins, parting compounds, floor leveling compounds, dirt, etc. 2, After surface preparation is complete and prior to testing, allow space to remain undisturbed for 24 hours. C. In-situ Relative Humidity Test: 1. Drill 5/8 inch diameter test site holes to a depth equal to 40 percent of the slab's thickness for slabs on grade and 20 percent for elevated slabs, 2. Clean debris from hole then insert plastic sleeve and cap sleeve. 3. Allow probe sensor at each test site 72 hours equilibration time prior to reading relative humidity levels. 3'02 TESTING A. Using a vacuum, remove any dust or dirt from concrete surface where moisture dome test kit is to be placed or in the case of an insitu relative humidity test clean debris from hole then insert plastic sleeve and cap sleeve.. Do not use solvents or water to clean the concrete. B. Moisture Dome Testing: Perform in accordance with requirements of ASTM F 1869. ) SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 3 O4NOV 2Q15 SECTION O1451S VAPOR EMISSION AND PH TESTING 1. Install moisture vapor emission test kits according to manufacturer's published instructions. 2. Test results are sensitive to testing procedures. Take care to follow manufacturer's instructions. 3. Allow test kits to remain in place undisturbed for 60 to 72 hours. C. In-situ Relative Humidity Test: Perform testing in accordance with requirements of ASTM F 2170. 1, After equilibration, take a probe into the sleeve and obtain relative humidity level readings from the bottom of the hole. 2. Testing density is required to equal 3 tests in the first 1,000 square feet, with one additional test per each additional 1,000 square feet of concrete slab surface. 3` Once satisfactory relative humidity testing results are achieved patch testing site holes prior to ap |icotion of finish flooring. D. Alkalinity Testing Using pH Tester: 1. Conducttest adjacent each location of test for moisture vapor emission. 2. With the concrete already clean, pour approximately 2 tablespoons of distilled water onto surface of concrete. 3- Allow distilled water to stand for approximately 3 minutes. While waiting, lightly stir water to help it absorb any of the salts. 4. Place tip of surface probe into the distilled water solution to obtain results. E. Alkalinity Testing Using pH Paper: 1. Conduct test adjacent each location of test for moisture vapor emission. 2, With the concrete already clean, pour approximately 2 tablespoons of distilled water onto surface of concrete. 3. Allow distilled water to stand for approximately 3 minutes. While waiting, lightly stir water to help it absorb anyof the salts. 4. After the allotted time, place a pH paper into the distilled water solution and then compare the color changes in the paper with the pH chart to obtain results. F. Record data and results and submit in accordance with Section 01 30 00. END OF SECTION ) SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 1 04 NOV 2015 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS PART 1 GENERAL 1.01 SECTION INCLUDES A. Temporary utilities. B. Temporary telecommunications services. C. Temporary sanitary facilities. D. Temporary Controls: Barriers, enclosures, and fencing. E. Security requirements. F. Vehicular access and parking. G. Project identification sign. H. Field offices. 1.02 TEMPORARY UTILITIES A. Provide and pay for all electrical power, lighting, water, heating and cooling, and ventilation required for construction and testing purposes. B. Temporary heat shall be provided as soon as condition of the building warrants. After such time no salamanders or open fires will be permitted. C. Contractor shall maintain safe conditions for use of temporary heating, cooling, and ventilating systems including, but not limited to: 1. Operate equipment in accordance with equipment manufacturer's instructions, 2. Provide fresh air ventilation required by equipment manufactrec 3. Keep temperature of fuel containers stabilized. 4. Secure fuel containers from overheating. 5. Operate equipment away from combustible materials. 6. Provide adequate fire extinguishers in conjunction with Article 1.16 of this Section. O. New permanent facilities may be used. E. Use trigger-operated nozzles for water hoses, to avoid waste of water. 1.03 TELECOMMUNICATIONS SERVICES A. Provido, maintain, and pay for telecommunications services to field office at time of project mobilization. B. Telecommunications services shall include: 1. Windows-based personal computer dedicated to project telecommunications, with necessary software and laser printer. 2. Telephone Land Lines: One line, minimum; one handset per line. 3. Internet Connections: Minimum of one; DSL modem or faster. 4. Email: Account/address reserved for project use. 1.04 TEMPORARY SANITARY FACILITIES A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization. B. Maintain daily in clean and sanitary condition. 1.05 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public, to allow for owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Provide barricades and covered walkways required by governing authorities for public rights-of-way and for public access to existing building. C. Protect non-owned vehicular trafficstored n1aterisds, site, and structures from damage. SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 2 U4NOV 2016 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS 1.06 FENCING A. Provide 6 foot high fence around construction site; equip with vehicular and pedestrian gates with locks. 1.07 EXTERIOR ENCLOSURES A. Provide temporary insulated weather tight closure of exterior openings to accommodate acceptable working conditions and protection for Produots, to allow for temporary heating and maintenance of required ambient temperatures identified in individual specification sections, and to prevent entry of unauthorized persons. Provide access doors with self-closing hardware arid locks. 1.08 INTERIOR ENCLOSURES A. Provide temporary partitions and ceilings as indicated to separate work areas from Owner-occupied areas, to prevent penetration of dust and moisture into Owner-occupied areas, and to prevent damage to existing materials and equipment. B. Construction: Framing and reinforced polyethylene sheet materials with closed joints and sealed edges at intersections with existing surfaces: 1.09 SECURITY A. Provide security and facilities to protect Work, existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft. 1.10 VEHICULAR ACCESS AND PARKING A. Coordinate access and haul routes with governing authorities and Owner. B. Provide and maintain access to fire hydrants, free of obstructions. C. Provide means of removing mud from vehicle wheels before entering streets. D. Provide temporary parking areas to accommodate construction personnel. When site space is not adequate, provide additional off-site parking. 1.11 PROJECT |OENT|F|CAT|QN A. Provide project identification sign of design and construction indicated on Drawings, B. Erect on site at location indicated. C. No other signs are allowed without Owner permission except those required by law. 1.12 FIELD OFFICES A. Office: Weathertight, with lighting, electrical outlets, heating, cooling equipment, and equipped with sturdy furniture, drawing rack and drawing display table. B. Provide space for PrProject tinga. vvithtab|oondchminstnaccommodate5peraono. C. Locate offices a minimum distance of 30 feet from existing and new structures. 1.13 REMOVAL OF UT|UT|E8, FACILITIES, AND CONTROLS A. Remove temporary utilities, equipment, facilitiesmaterials, prior to Substantial Completion inspection. B. Remove underground installations to a minimum depth of 2 feet, Grade site as indicated. C. Clean and repair damage caused by installation or use of temporary work. D. Restore new permanent facilities used during construction to specified condition, PART 2 PRODUCTS - NOT USED PART3 EXECUTION - NOT USED END OF SECTION } SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 1 04 NOV 2015 SECTION 01 56 39 TEMPORARY TREE AND PLANT PROTECTION PART 1 - GENERAL 1.01 SECTION INCLUDES A. This Section includes the following: 1, Temporary fencing, banimades, and guards to protect trees and plants indicated to remain, as necessary and required to prevent damage above and below grade. 1.02 DEFINITIONS A. Drip Line: Outer perimeter of branches of any tree or plant. B. Ground Cover: |nc|udes, but is not limited to, shrubs and grass C. DBH: Diameter at breast haight, a tree trunk diameter measured in inches 4.5-feet above the ground. D. Root Protection Zone: Is defined as a circle 1-foot in radius for each 1-inch in diameter of a tree trunk at DBH. 1.03 SUBMITTALS A. Submit the following in accordance with Division 1 Section "Submittal Procedures". 1. Proposal for tree and plant protection, describing methods of protection and stabilization. 2. Drawings and supporting documentation as directed. 1.04 QUALITY ASSURANCE A. Contractor's Condition Inspection: Include written report and digital photographs recording the condition of the site prior to commencing construction Q. The Contractor shall retain a Consulting Arborist registered with the American Society of Consulting Arborists at the Contractor's expense. Contractor shall comply with arborist's recommendations for tree protection and continued tree health when work occurs within the root zones of trees scheduled to remain. 1.05 PROJECT CONDITIONS A. Performance Requirements: Prevent damage to trees and plants including soil, roots, bark, trunks, |imbs, branches, and foliage due to construction activities including, but not limited to, thefollowing: 1. Soil contamination, erosion and compaction. 2. Excessive wetting, ponding ofotormvvate/. and construction run-off. 3. Alteration of grade and stockpiling of soil, debda, and materials. 4. Unauthorized cutting, breaking, skinning, and bruising of trees and plants B. Project Conditions: Install protection during initial mobilization at the site and maintain until Substantial Completion. 1. Driving and Parking Not permitted within drip line of trees plants and sensitive natural areas or lawn without Owner's Representative's written permission. 2. Storage of Material and Debris: Not permitted within drip line of trees and plants. 3. Where Owner's Representative permits construction traffic, parking or materials storage on prepared lawn and planting areas, provide p|anko, plywood and similar protection; prevent rutting and compaction of soil. ) SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 2 04 NOV 2015 SECTION 01 56 39 TEMPORARY TREE AND PLANT PROTECTION PART 2 - PRODUCTS Not Used. PART 3 - EXECUTION 3.01 EXISTING TREES AND PLANTS A. Tree Protection Areas: The Contractor shall exercise the utmost care to protect existing trees and plants designated to remain. For each tree to be preserved, the Contractor shall install protective fencing around each tree at the edge of the root protection zone, or as indicated on the Drawings. Fencing shall be chain|ink. 64bcdhigh panels, secured with 7-foot steel posts mounted in concrete block where indicated on pavement and secured to ground with 8-foot metal posts where fencing is indicated in landscape areas. B. Water trees and plants as necessary to maintain existing condition throughout Contract period until Substantial Completion. C. Review conditions with Consulting Arborist and Owner's Representative prior to pruning or cutting roota, branches and foliage, and proceed as directed. Perform pruning and cutting with sharp instruments intended for the purpose; do not break nor chop. D. Tree topping is not allowed. If a tree smaller than 8-inches in DBH is topped, it must be replaced in kind. If a tree 8-inches or larger in DBH is topped. the Contractors Certified Arborist shall develop and carry out a 5-year pruning schedule. E. Excavating and Trenching within Driplines: Permitted where indicated and at other specifically approved locations. Provide additional protection as recommended by the Consulting Arborist at no additional cost to the Owner. Tunnel under or around roots by hand digging or boring. Do not cut main lateral roots and tap roots over 1-inch in d|ameber, cut smaller roots which interfere with installation of new work. F. Do not allow exposed rootto be scarred nor to dry out; provide temporary earth cover, or pack with peat moss and wrap with burlap. Water and maintain in moist condition and temporarily support and protect from damage. G. Maintain existing grades within dripline of trees and plants unless otherwise indicated or approved by Owner's Representative. H. Prevent entry into protected areas except as authorized in writing by the Owner's landscape maintenance personnel. | Shrubs and small trees shall be fenced from the construction site. J. All construction debris shall be removed from shrub beds and landscape areas. 3.02 REPAIR AND RESTORATION A. All damage to turf, shrubs, and trees will be the Contractor's responsibility to repair or replace under the direction of the Owner's Representative, with like plant material and size or pay restitution if replacement plans are unavailable. Make repairs promptly after damage occurs to prevent progressive deterioration. B. Replace trees and plants damaged by construction operations where the Owner's Representative determines restoration to normal growth pattern is not possible. Plant and maintain as directed. 1. Trees up to 13-inch caliper: Same size as damaged tree; species selected by Owner's Representative, 2. Trees over 13-inch caliper: Compensate Owner as determined by an acceptable Consulting Arborist registered with the American Society of Consulting Arborists. 3. Plants: Same size, qua|ity, and quantity as damaged; species selected by Owner's Representative. SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 QURNHAM &ASH APARTMENTS PAGE 3 04 NOV 2015 SECTION 01 56 39 TEMPORARY TREE AND PLANT PROTECTION C. Where compaction of soil due to construction activity, including compaction of soil due to elevated water content, exceeds the critically limiting bulk density for the soil type in question, the Contractor shall provide measures as directed to reduce soil bulk density to acceptable levels to support normal plant growth. END OF SECTION SERA Design and Architecture, Inc. Construction Set } PROJECT NO. 1503004 8URNHAM &ASH APARTMENTS PAGE 1 04NOV 2O15 SECTION 01 57 13 TEMPORARY EROSION AND SEDIMENT CONTROL PART 1 GENERAL 1.01 SECTION INCLUDES A. Prevention of erosion due to construction activities, B. Prevention of sedimentation of waterways, open drainage ways, and storm and sanitary sewers due to construction activities. C. Restoration of areas eroded due to insufficient preventive measures. D. Compensation of Owner for fines levied by authorities having jurisdiction due to non-compliance by Contractor. 1'02 PERFORMANCE REQUIREMENTS A. Develop and follow an Erosion and Sedimentation Prevention Plan and submit periodic inspection reports. Comply with all requirements set forth in 1200-CN permit drawings (denoted as EC in drawing set). B. Also comply with all more stringent requirements of State of Oregon Erosion and Sedimentation Control Manual. C. Develop and follow an Erosion and Sedimentation Prevention Plan and submit periodic inspection reports. O. Do not begin clearingding, or other work involving disturbance of ground surface cover until applicable permits have been obtained. 1. Owner will withhold payment to Contractor equivalent to all fines resulting from non-compliance with applicable regulations. E. Timing: Put preventive measures in place as soon as possible after disturbance of surface cover and before precipitation occurs. \y F. Storm Water Runoff: Control increased storm water runoff due to disturbance of surface cover due to construction activities for this project. 1. Prevent runoff into storm and sanitary sewer systems, including open drainage chonne|a, in excess of actual capacity or amount allowed by authorities having jurisdiction, whichever is less. 2 Anticipate runoff volume due to the most extreme short term and 24-hour rainfall events that might occur in 25 years. G. Erosion On Site: Minimize wind, vvater, and vehicular erosion of soil on project site due to construction activities for this project. 1. 'ect- 1. Contro| movementnfoedjmantandsoi| fnomtemponaryatockpi|eonfaVi|. 2. Prevent development of ruts due to equipment and vehicular traffic. 3. If erosion occurs due to non-compliance with these requiremento, restore eroded areas at no cost to Owner. H. Erosion Off Site: Prevent erosion of soil and deposition of sediment on other properties caused by water leaving the project site due to construction activities for this project. 1. Prevent windblown soil from leaving the project site. 2. Prevent tracking of mud onto public roads outside site. 3. Prevent mud and sediment from flowing onto sidewalks and pavements. 4. If erosion occurs due to non-compliance with these raqoimamenta, restore eroded areas at no cost to Owner. I. Sedimentation of Waterways On Site: Prevent sedimentation of waterways on the project site, including rivers, streams. |akes, pondo, open drainage ways storm aevvera, and sanitary sewers. 1' If sedimentation ncoura, install or correct preventive measures immediately at no cost to Owner; remove deposited sediments; comply with requirements of authorities having ) jurisdiction. SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 8URNHA[N&ASH APARTMENTS PAGE 2 U4NOV 2D15 SECTION O15713 TEMPORARY EROSION AND SEDIMENT CONTROL 2. If sediment basins are used as temporary preventive measures, pump dry and remove deposited sediment after each storm. J. Sedimentation of Waterways Off Site: Prevent sedimentation of waterways off the project site, including rivers, streams, lakes, ponda, open drainage ways, storm sewers, and sanitary sewers. 1' If sedimentation occurs, install or correct preventive measures immediately at no cost to Owner; remove deposited sediments; comply with requirements of authorities having jurisdiction. K. Open Water: Prevent standing water that could become stagnant. L. Maintenance: Maintain temporary preventive measures until permanent measures have been established. 1.03 SUBMITTALS A. Comply with all measures and requirements set forth in the EC plans and governed by 1200-CN Erosion Control Permit. B. Erosion and Sedimentation Control Plan: 1. Submit not less than 30 days prior to anticipated start of clearing, grading, or other work involving disturbance of ground surface cover. 2. Include: a. Site plan identifying soils and vegetation, existing erosion problems, and areas vulnerable to erosion due to topography, soi|s. YegetnUon, or drainage. b. Site plan showing grading; new improvements; temporary roads, traffic accesses, and other temporary construction; and proposed preventive measures. c. Where extensive areas of soil will be disturbed, include storm water flow and volume calculations, soil |oospredio�ona. andproposedpnavon�vemoa�uno�� d. Schedule nftemporary preventive measures,inrelation toground disturbing activities. e. Other information required by law. f. Format required by law is acceptable, provided any additional information specified is also included. 3. Obtain the approval of the Plan by authorities having jurisdiction. 4. Obtain the approval of the Plan by Owner. C. Inspection Reports: Bubmitnaportofeachinopaction; idenUfyeaohpnavendvemeasure. indicate condition, and specify maintenance or repair required and accomplished. PART 2 PRODUCTS 2.01 MATERIALS A. Refer to1200-CN Erosion Control drawings for specifc materials to use. When specified, the following requirements should be followed. B. Mulch: Use one of the following: 1. Erosion control mathng or netting. C. Grass Seed For Temporary Cover: Select a species appropriate to climate, planting season, and intended purpose If same area will later be planted with permanent vegetation do not use species known to be excessively competitive or prone to volunteer in subsequent seasons. O. Bales: Air dry, rectangular straw bales. 1. Cross Section: 14 by 18 inches, minimum. 2. Bindings: Wire or string, around long dimension. E. Bale Stakes: One of the following, minimum 3 feet long: 1. Steel U- or T-section, with minimum mass of 1.33 lb per linear foot. 2. Wood, 2 by 2 inches in cross section. PROJECT NO. 1503004 BURNHAM &ASH APARTMENTS PAGE 3 O4NOV 2O15 SECTION O15713 TEMPORARY EROSION AND SEDIMENT CONTROL F. Silt FeFabric: Polypropylene geotextile resistant to common soil chemicals, mildew, ond insects; non-biodegradable; in longest lengths possible; fabric including seams with the following minimum average roll lengths: 1. Average Opening Size: 30 U.S. Std. Sieve, maximum, when tested in accordance with ASTM D4751. 2. Permittivity: 0.U5sec^'1. minimum, when tested inaccordance with ASTM O4401. 3. Ultraviolet Resistance: Retaining at least 70 percent of tensile strength, when tested in accordance with ASTM D4355 after 500 hours exposure. 4. Tensile Strength: 1OO|b-f. min|mum, in nroas'mach|nedirection; 124|b'f. mininnum, in machine direction; when tested in accordance with ASTM D4632. 5. Elongation: 15 to 30 percent, when tested in accordance with ASTM D4632. S. Tear Strength: 55 lb f minimum when tested in accordance with ASTM 04533 7. Color: Manufacturer's standard, with embedment and fastener lines preprinted. G. Silt Fence Posts: One of the following, minimum,5 feet long: 1. Hardwood, 2 by 2 inches in cross section. H. Gravel: See Section 32 11 23 for aggregate. PART 3 EXECUTION 3.01 EXAMINATION A. Examine site and identify existing features that contribute to erosion resistance; maintain such existing features to greatest extent possible. 3.02 PREPARATION A. Schedule work so that soil surfaces are left exposed for the minimum amount of time, 3.03 SCOPE OF PREVENTIVE MEASURES A. In all cases, if permanent erosion resistant measures have been installed temporary preventive measures are not required. B. Construction Entrances: Traffic-bearing aggregate surface. 1. Width: As required; 20 feet, minimum. 2, Length: 50 feet, minimum. 3. Provide at each construction entrance from public right-of-way. 4. Where necessary to prevent tracking of mud onto right-of-way, provide wheel washing area out of direct traffic lane, with drain into sediment trap or basin. C. Linear Sediment Barriers: Made of silt fences. 1. Provide linear sediment barriers: a. Along downhill perimeter edge of disturbed oceaa, including soil stockpiles. 2. Space sediment barriers with the following maximum slope length upslope from barrier a. Slope of Less Than 2 Percent: 100 feet.. b. Slope Between 2 and 5 Percent: 75 feet. c. Slope Between 5 and 10 Percent: 50 feet. d. Slope Between 10 and 20 Percent: 25 feet. e. Slope Over 20 Percent: 15 feet. D. Storm Drain Curb Inlet Sediment Trap: Protect each curb inlet using one of the following measures: 1. Filter fabric wrapped around hollow concrete blocks blocking entire inlet face area; use one piece of fabric wrapped at least 1-1/2 times around concrete blocks and secured to prevent dislodging; orient cores of blocks so runoff passes into inlet. 2. Straw bale row blocking entire inlet face area; anchor into pavement. E. Storm Drain Drop Inlet Sediment Traps: As detailed on drawings. ) SERA Design and Architecture, Inc. Construction Set PROJECT NO. 1503004 BURN HAM &ASH APARTMENTS PAGE 4 04 NOV 2015 SECTION 01 57 13 TEMPORARY EROSION AND SEDIMENT CONTROL F. Temporary Splash Pads Stone aggregate over filter fabric size to suit application provide at downspout outlets and storm water outlets. G. Soil Stockpiles: Protect using one of the following measures: 1. Cover with polyethylfilm, secured by placing soil on outer edges. 2. Cover with mulch at least 4 inches thickness of pine needles, sawdust, bark, wood chips, or shredded leaves, or 6 inches of straw or hay. H. Mulching: Use only for areas that may be subjected to erosion for less than 6 months. I. Temporary Seeding: Use where temporary vegetated cover is required. 3.04 INSTALLATION A. Traffic-Bearing Aggregate Surface: 1. Excavate minimum of 6 inches. 2. Place geotextile fabric full width and length, with minimum 12 inch overlap at joints. 3. Place and compact at least 6 inches of 1.5 to 3.5 inch diameter stone. B. Silt Fences: 1. Store and handle fabric in accordance with ASTM D4873. 2. Where slope gradient is less than 3:1 or barriers will be in place less than 6 months, use nominal 16 inch high barriers with minimum 36 inch long posts spaced at 6 feet maximum, with fabric embedded at least 4 inches in ground. 3. Where slope gradient is steeper than 3 1 or barriers will be in place over 6 months use nominal 28 inch high barriers, minimum 48 inch long posts spaced at 6 feet maximum, with fabric embedded at least 6 inches in ground. 4. Where slope gradient is steeper than 3:1 and vertical height of slope between barriers is more than 20 feet, use nominal 32 inch high barriers with woven wire reinforcement and steel posts spaced at 4 feet maximum, with fabric embedded at least 6 inches in ground. 5. Install with top of fabric at nominal height and embedment as specified G. Do not splice fabric width; minimize splices in fabric length; splice at post only. overlapping at least 18 inches, with extra post. 7. Fasten fabric to wood posts using one of the following: a. Four nails per post with 3/4 inch diameter flat or button head, 1 inch long, and 14 gage, 0.083 inch shank diameter. b. Five staples per post with at least 17 gage, 0.0453 inch wire, 3/4 inch crown width and 1/2 inch long legs. B. Wherever runoff will flow around end of barrier or over the top, provide temporary splash pad or other outlet protection; at such outlets in the run of the barrier, make barrier not more than 12 inches high with post spacing not more than 4 feet. C. Straw Bale Rows: 1' Install bales in continuous rows with ends butting tightly, with one bale at each end of row turned uphill. 2. Install bales so that bindings are not in contact with the ground. 3. Embed bales at least 4 inches in the ground. 4, Anchor bales with at least two stakes per bale, driven at least 18 inches into the ground; drive first stake in each bale toward the previously placed bale to force bales together. 5. Fill gaps between ends of bales with loose straw wedged tightly. G. Place soil excavated for trench against bales on the upslope side of the row, compacted. D. Temporary Seeding: 1. When hydraulic seeder is used, seedbed preparation is not required. 2. When surface soil has been sealed by rainfall or consists of smooth undisturbed cut a|opee, and conventional or manual seeding is to be used, prepare seedbed by scarifying sufficiently to allow seed to lodge and germinate. SERA Design and Architecture, Inc. Construction Set