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Correspondence (9) OFFICE COPY • 3 ,0 ° REC EI VED Architect: n o M March 10, 2004 Dull Olson Weekes Architects Pc � " 1 1 2004 319 SW Washington St., No. 200 g CITY OF T IG Portland, Oregon 97204 vl LDI DIV QN ADDENDUM NUMBER TWO FOR TWALITY MIDDLE SCHOOL ADDITIONS & REMODEL 2004 This addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated December 19, 2003 and any previously issued addenda as noted below. Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject the Bidder to disqualification. ITEM I - ADDENDA Addendum Number 1: 1. No modifications to previously issued Addenda. ITEM II - PROJECT MANUAL SECTION 00111 — Substitution Request Form: 1. The last date to receive Substitution Requests for this project AND. for the Templeton ES project will be extended until 5:00 PM on Friday, March 12, 2004. Requests may be submitted directly to any of the project design team but must arrive before the closing date /time. Requests which will be allowed will be published in Addendum #3 scheduled to be issued on Monday, March 15. SECTION 00400 — Bid Form: 1. Clarify: The Base Bid Lump Sum price given on the Bid Form shall include all permit fees for BOTH Twality and Templeton projects EXCLUDING the Building Permit and the Sitework Permit fees which will be paid by the Owner. 2. Clarify: Alternate prices given by bidders on the Bid Form shall include the total cost for all sub trades to complete all items of work related to each particular alternate. SECTION 07530 — Membrane Roofing: 1. Replace this Section in its entirety with the new Section 07530 included as an attachment to this Addendum. SECTION 07533 - Single Ply Membrane Roofing: 1. Incorporate this Section, included as an attachment to this Addendum, into the Project Manual. City of Tigard Approved Plans By� Date - ° ems/ puP z Addendum Number Two /14540 S W e, l _ " 03020 TWALITY MIDDLE SCHOOL ADDITIONS & REMODEL 2004 MAR 04 TIGARD - TUALATIN SCHOOL DISTRICT 23J Page 1 Printed 03/10/04 OFFICE COPY SECTION 07611 - Preformed Sheet Metal Roofing: 1. Modify subparagraph 3.03.A.3 as follows: "...for installation over metal deck and requirements..." 2. Modify subparagraph 3.03.A.4 as follows: "...by the manufacturer. Where structural metal deck is left exposed to view on interior face, space fasteners so that no fastener penetrates lower flute of metal deck. Do not allow fasteners at top flute to project beyond the bottom flute. Maximum penetration past top flute I inch or as recommended by insulation manufacturer." SECTION 09220 - Portland Cement Plaster (Stucco): 1. Delete this Section in its entirety from the Project Manual. SECTION 09900 - Painting: 1. Delete subparagraph 3.10.E in its entirety and renumber the subsequent subparagraphs. SECTION 15900 - Testing, Adjusting and Balancing: I . Revise Subparagraph 1.02.A in its entirety as follows: "A. Balancing of the Heating and Air Conditioning Systems: Agency shall he a member of NEBB or AABC specializing in the adjusting and balancing of systems specified at the time services are provided Agency shall have a minimum of five years of documented experience." ITEM III - DRAWINGS SHEET C5 - Utility Plan: 1. Revise storm drain piping for both roof canopies to coordinate with the architectural per attached drawing RC2. 1. SHEET A0.1 - Fire Area / Code Plan: 1. Clarify the extent of required 60- minute occupancy separation at the Kitchen and note requirements shown on attached drawing RA2.1. 2. Delete the text note "(3) canopy columns rated to 2 -hour per Table 5 -A ". SHEET A2.1 - Addition & Remodel Floor Plan: 1. Delete Keynote #18. 2. Revise location of columns and downspouts at both exterior canopies per attached drawing RA2.3. SHEET A2.10 - Roof Plan: 1. Revise roof slope, downspout locations, and add gutters to both exterior canopies per attached drawing RA2.4. SHEET A4.1alt - Floor Plans Alternates #2 & 3: 1. Incorporate this drawing into the bidding documents. Full -size sheet attached. Addendum Number Two 03020 TWALITY MIDDLE SCHOOL ADDITIONS & REMODEL 2004 MAR 04 TIGARD - TUALATIN SCHOOL DISTRICT 23J Page 2 Pruned 03/10/04 • SHEET A4.2 - Exterior Paving Plan / Enlarged Plans / Plan Details: 1. Add dimensions for restroom grab bars per attached drawing RA2 -2. SHEET A8.10 = Roof Details Exterior Details: 1. Detail 29 - delete the text note "inner stl. column...locations where occurs ". 2. Detail 29 - delete the inner steel column and the fireproofing fill shown. Remainder of detail not changed. 3. Incorporate new Detail 15 per attached drawing RA2.5. 4. Replace canopy Details 18, 21, and 24 with new Details per attached drawings RA2.6, RA2.7, and RA2.8. SHEET S2.0 - Foundation Plan: 1. Revise the column and footing locations for the large exterior canopy per attached drawing RS 1 SHEET S2.1 - Roof Framing Plan: 1. Approximately 17 feet north of the intersection of Grid B -4, delete the detail callout "1/S6.0" and insert the following text: "Note: Simpson Post Cap ACE 6". 2. Between Grids 2 & 3 and west of Grid C revise the joist call out at RTU -1 from "2x8 @ 8" o.c." to the following: "2x10 @ 8" o.c.". 3. Revise the framing for both exterior canopies per attached drawing RS2. SHEET S3.1 - Wall Elevations: 1. Revise Detail 6 by changing the specification for the Bearing Pad to read: AASHTO 16th Edition or Military Spec. MIL- C -882D ". 2. Detail 7 add callout for "1 - #6" at middle of bottom face of lintel. SHEET S6.1 - Details: 1. Details 2, 3, 4, and 7 on this sheet are replaced by attached details RS3, RS4, RS5, and RS6. 2. Add the following note #14 to the Steel Joist Notes given at Detail 1: " #14. Deflection Requirements: Live Load = L/360, Total Load = L/240." REVISED DRAWING RS2: 1. Incorporate attached details RS3, RS4, RS5. and RS6 which are keyed to Revised Drawing RS2. SHEET P2.1 - Plumbing Floor Plan: 1. Revise the downspout and rain drain piping at the south canopy per attached drawing RP2 -1. 2. Revise the location of the downspout shown near Grid D -5 to new location per attached drawing RP2.2. Addendum Number Two 03020 TWALITY MIDDLE SCHOOL ADDITIONS & REMODEL 2004 MAR 04 TIGARD - TUALATIN SCHOOL DISTRICT 23J Page 3 Primed 03/10/04 3. Revise all "RD" roof drain callouts to read "DS" (i.e. downspout). There are a total of four downspout locations on the large walkway canopy located along the west and north walls of Commons A101. Details of the downspouts are shown on the architectural drawings. SHEET E3.1 - Power Plan Ground Floor: 1. The push -button control station supplied for operation of the motorized coiling fire shutter (see Keynote #8) is to be located inside Kitchen A104. Final location will be coordinated in the field by Architect. ITEM IV — ATTACHMENTS 1. Specifications: Section 07530 Membrane Roofing (thirteen pages). 2. Specifications: Section 07533 Single Ply Membrane Roofing (seven pages). 3. Attendee Sign -In Sheet from Mandatory Pre - Proposal Conference (one page). 4. Drawings - Letter Format: RC2.1, RA2.1, RA2.2, RA2.3; RA2.4, RA2.5, RA2.6, RA2.7, RA2.8, RS1, RS2, RS3, RS4, RS5, RS6, RP2.1, RP2.2. Total of seventeen pages. 5. Drawings - 30x42 Full Size Sheets: Sheet A4.1 alt. Total of one drawing. ITEM V — SUBSTITUTIONS SECTION MANUFACTURER PRODUCT REMARKS 07611 Fabral Stand' N' Seam Metal Roofing - Substituted product must fully 12 -inch wide panel module. comply with specifications. 15100 Conbraco 77 -C Series Ball Valves Substituted product must fully comply with specifications. 15880 Greenheck Anti - backdraft Dampers Substituted product must fully comply with specifications. 15990 Pacific Coast Air Balance Testing and Balancing Firm must meet accreditations as specified. 16500 Prudential Fixture Type "A" 16500 Prudential Fixture Type "Al" 16500 Hydrel Fixture Type "H" 16500 Lithonia Fixture Type "SA" BIDDER SHALL NOTIFY ALL SUB - BIDDERS OF THIS ADDENDUM AND SHALL ACKNOWLEDGE RECEIPT OF THIS ADDENDUM BY INSERTING THE ABOVE ADDENDUM NUMBER IN THE SPACE • PROVIDED ON THE BID FORM PRIOR TO SUBMITTING BIDS. FAILURE TO DO SO MAY SUBJECT BIDDER TO DISQUALIFICATION. END OF ADDENDUM NUMBER TWO Addendum Number Two 03020 TWALITY MIDDLE SCHOOL ADDITIONS & REMODEL 2004 MAR 04 TIGARD - TUALATIN SCHOOL DISTRICT 23J Page 4 Premed 03/10/04 BU 2ao3 - SECTION 07530 Y&50 S 97" MEMBRANE ROOFING Re issued by Addendum No. 2 PART I GENERAL 1.01 GENERAL REQUIREMENTS A. Drawings and general provisions of the Contract, including General and other Conditions and Division 1 - General Requirements sections, apply to the work specified in this Section. 1.02 SECTION INCLUDES A. Cleaning deck surface. B. Built -up roofing, with base flashings. C. Roof insulation. D. Roofing aggregate. 1.03 RELATED SECTIONS A. Section 01500 - Construction Facilities and Temporary Controls: Protection of installed work. B. Section 06112 — Framing and Sheathing: Roof Diaphragm, C. Section 07620 - Sheet Metal Flashing and Trim: Weather protection to base flashings. D. Division 15: Penetrations of plumbing and HVAC work through roof membrane. 1.04 REFERENCES A. ANSI /ASTM D41 - Asphalt Primer Used in Roofing, Dampproofing, and Waterproofing. B. ASTM D312 - Asphalt Used in Roofing. C. ASTM Dl 227 - Emulsified Asphalt Used as a Protective Coating for Roofing. D. ASTM D2178 - Asphalt Glass Felt Used in Roofing and Waterproofing. E. ASTM D2822 - Asphalt Roof Cement. F. NRCA - National Roofing Contractors Association: Construction Details. G. UL - Fire Hazard Classifications. 1.05 SYSTEM DESCRIPTION A. Cold Built up Roof System: Minimum three (3) ply asphalt composite felt, cold applied membrane system and roofing aggregate, over fiberboard on rigid insulation. Where noted use emulsified asphalt and reflective coating instead of roofing aggregate. 1.06 SYSTEM PERFORMANCE A. Roofing System: Provide long term protection from water migration from entering building through the roof membrane, and where scheduled, provide temporary thermal barrier. B. Meet or exceed Performance Requirements noted below under Part 2. 03020 TWALITY MIDDLE SCHOOL ADDITIONS & REMODEL 2004 MAR 04 TIGARD — TUALATIN SCHOOL DISTRICT 23J Printed 3/9/2004 �7J3�_ 1 SECTION 07530 MEMBRANE ROOFING Re issued by Addendum No. 2 1.07 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Submit product data indicating membrane and bitumen materials and base flashing materials. C. Submit manufacturer's installation instructions under provisions of Section 01300. 1.08 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacturing the products specified in this Section with minimum ten years experience. B. Applicator: Company specializing in applying cold bituminous roofing with minimum five years experience installing specified roof system and approved by materials manufacturer. C. Work of this Section to conform to manufacturer's instructions. 1.09 REGULATORY REQUIREMENTS A. Conform to applicable code for roof assembly fire hazard and wind uplift requirements. 13. Fire Hazard Classification: UL Class A. C. Wind Up -lift Resistance: UL Class 90. 1.10 PRE - INSTALLATION CONFERENCE A. Convene a pre - installation conference one week prior to commencing work of this Section. B. Review installation procedures and coordination required with related work. 1.11 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Deliver products in manufacturer's original containers, dry, undamaged, with seals and labels intact. D. Roofing materials, coatings, roofing felt, etc., shall not be delivered for storage at the Site sooner than 24 hours before needed for application in the Work. E. Store products in weather protected environment, clear of ground and moisture. Do not leave materials exposed to the elements. Remove all wet and damp materials from the site. F. Store roofing felts on end. Store felts in a totally dry area such as in a totally enclosed van, truck or trailer. Coverings over roofing felts stored on the roof shall be loose fitting and blocked up away from the felts to proved adequate ventilation and prevent condensation from forming and /or coming in contact with the felts. 03020 TWALITY MIDDLE SCHOOL ADDITIONS & REMODEL 2004 MAR 04 TIGAR.D — TUALATIN SCHOOL DISTRICT 23J 07530 -2 Pnmed 3 /9/2004 SECTION 07530 MEMBRANE ROOFING Re issued by A ddendum No. 2 1.12 ENVIRONMENTAL REQUIREMENTS A. Do not apply roofing membrane during inclement weather. B. Do not apply roofing membrane to damp or frozen deck surface. C. Do not apply roofing membrane unless temperature is 40 degrees Fahrenheit and rising unless otherwise approved. 1.13 SEQUENCING ANI) SCHEDULING A. Coordinate work under provisions of Section 01040. B. Coordinate the work of installing associated metal flashings as the work of this Section proceeds. 1.14 QUALITY CONTROL AND TESTING A. Conform to Section 01400. B. Manufacturer's Representative: The material manufacturer's field representative will be responsible for: 1. Assisting in ascertaining conformance with the requirements of these specifications and to the published instructions of the material manufacturer. 2. Keeping Architect informed after periodic inspections as to the progress and quality of the work as observed. Providing written field reports after every inspection. 3. Calling to the attention of the Contractor and applicator those observed matters which he considers to be in conflict with requirements of specifications and /or published instructions of material manufacturer. 4. Supervising the taking of test cuts and the restoration of such area. 5. Certifying, after completion of the work and based on his observations and tests, his opinion as to the extent to which the applicator has complied with this specification, as well as to the published instructions of the material manufacturer. 6. The presence and activities of the material manufacturer's field representative will in no way relieve the Contractor or roofing installer of their contractual responsibilities. 1.15 WARRANTY A. At completion of project the roofing manufacturer shall deliver to Owner a fifteen (15) year manufacturer Roofing System Quality Assurance Warranty and Owner's Manual. Manufacturer will, during the second and fifth year of this warranty, inspect roof system and perform - preventative maintenance including general repairs and house keeping at no cost to the Owner. Manufacturer will provide the District a written Executive Summary of findings of inspection and maintenance items performed B. The Manufacture's Warranty will include labor and material coverage against leakage on all components of roofing system including those manufactured by others. Included in the warranty coverage are the following: 1. Insulation materials, fasteners and adhesives. 2. All new and temporary roof membrane components and adhesives. 3. All metal flashing, penetration flashing, metal wall panels and metal edge components including cleat strip. 4. All tapered edge and cant strips. 5. All surface mastics, coatings, stripping plies etc.. 6. All drain and scupper flashings. 7. Any roof leaks or other problems caused by substrate movement of any component other than the deck shall NOT be excluded. 03020 TWALITY MIDDLE SCHOOL ADDITIONS & REMODEL 2004 MAR 04 TIGARD — TUALATIN SCHOOL DISTRICT 23J 07530 -3 0 inted 3/9/2001 SECTION 07530 MEMBRANE ROOFING Re issued by Addendum No. 2 8. Any movement associated with metal edge joints or flashings causing leaks. 9. Damages caused by wind speeds up to 74 miles per hour. 10. Permanent tie -ins and / or control joints separating new and old roofing. PART 2 PRODUCTS 2.01 MANUFACTURERS - SHEET, INSULATION AND BITUMEN MATERIALS A. Roofing system materials including insulation and sheet metal flashings shall be approved by manufacturer supplying roofing system and warranty. B. Approved Manufacturer: Tremco, Inc. (Basis of Specification) C. Substitutions: Prior to bid date and in conformance with Section 01600. 2.02 SHEET MATERIALS A. Cold Ply Felts: 1. Trilaminate polyester and glass reinforced ply sheet with breaking strength 135 lbf /in MD and 130 lbf /in XD. B. Flashing Sheet: 1. . Reinforced CSPE, 0.045 inches thick, black color, as manufactured by Tremco. C. Sheathing Paper: 1. No. 30 asphalt saturated felt. 2.03 ADHESIVE MATERIALS A. Cold Asphalt Bitumen (Interply Adhesive): Burmastic as manufactured by Tremco Inc. B. Asphalt Primer: ASTIVI D41 -85. C. Asphalt Mastic: ASTM D 4586 -86 fibrated asphalt mastic. D. Surfacing Adhesive: Cold process surfacing adhesive: ECOlastic by Tremco Inc. E. Flashing adhesive: Hypalon flashing adhesive Sheeting Bond By Tremco Inc. 2.04 CANTS A. Cant Strips: 1. ASTM C 208 -72 (1982), impregnated fiberboard, 2" thick by 5" face width, minimum. 2.05 RELATED MATERIALS A. Flashing Surfacing or Reflective (where specified): Ready -mixed One step aluminum coating. B. Pitch pan cement: ASTM C 928 -89, rapid hardening non shrink grout. C. Pitch pan mastic: ASTM D 4586 -86 fibrated rubberized asphalt mastic. D. Roofing aggregate: 1. Hard, durable, opaque; washed free of clay loam, sand or other foreign substances, 3/8" minus. 2. ASTM D 1863 -86, size 1/4 -10 crushed. 03020 TWALITY MIDDLE SCHOOL ADDITIONS & REMODEL 2004 MAR 04 TIGARD — TUALATIN SCHOOL DISTRICT 23J 07530 -4 Printed 3/0/3004 SECTION 07530 MEMBRANE ROOFING Re issued by Addendum No. 2 E. Sealants: 1. Drawband sealant: FS TT- S- 00230C(2), single component, acrylic sealant. F. Walkway panels: 3 by 5 foot., granule surfaced, fiberglass reinforced panel. G. Lead Flashings: ASTM B 29- 79(1984), 4 pound sheet lead. H. Fasteners: Simplex fasteners for installation of base sheet over deck. 1. Emulsions: Rubberized asphalt water based Tremlastic S by Tremco inc.. J. Pitch pan mastic: ASTM D 4586 -86 elastomeric fibrated asphalt mastic. K. Stripping adhesive for metal edges: ASTM D 4586 -86, asphalt mastic. L. Stripping adhesive for metal flanges: Cold process mastic. M. Stripping ply: Vinyl coated woven glass mesh. N. Pitch pan mastic: ASTM D 4586 -86 elastomeric fibrated asphalt mastic. O. Stripping adhesive for metal edges: ASTM D 4586 -86, asphalt mastic. 2.06 INSULATION A. "Temple Inland" 1/2 inch thick fiberboard, asphalt coated six sides. B. "R -Max" or Schuller "Ultra Gard" polyisocyanurate foam roof insulation: 1. 2 layers polyisocyanurate insulation equaling an R -value of R. -19. 2. Tapered for crickets. C. Roof insulation shall comply with requirements of current Factory Mutual Loss Prevention Data Sheet 1 -28 for Class 1 construction, 1 -90 Classification. 2.07 PERFORMANCE STANDARDS A. Cold process interply and surfacing mastic: Property Typical Value Test Method Asbestos content None ASTM D 276 -87 • Viscosity @77°F 80,000 - 200,000 cP ASTM D 2196 -86 Density @77°F 8.1 lb. /gal ASTM D 1475 -85 Solids by weight ASTM D 4479 -85 Asphalt content, min ASTM D 4479 -85 Flash point > 100 °F ASTM D 93 -85 Uniformity & Consistency Pass ASTM D 4479 -85 03020 TWALITY MIDDLE SCHOOL ADDITIONS & REMODEL 2004 MAR 04 TIGARD — TUALATIN SCHOOL DISTRICT 23J 07530 -5 Printed 3 /912004 SECTION 07530 MEMBRANE ROOFING Re issued by Addendum No. 2 B. Mastics: Property Typical Value Test Method Asbestos content None ASTM D 276 -87 Viscosity @ 77 °F 80,000 - 200,000 cP ASTM D 2196 -86 Density @ 77 °F 8.1 lb /gal ASTM D 1475 -85 Solids by weight, min ASTM D 4586 -86 Resistance to sag, max in. ASTM D 4586 -86 Moisture vapor - 0.40 g /1•00 ASTM E 398 -83 Transmission rate in. 2 /24 hrs L, 0.020 in. Thickness C. Hypalon elastomeric sheeting: Property Typical Value Test Method Thickness in. ASTM D 751 -89 Tensile strength - 300 lbf ASTM D 751 -89 Elongation @ fabric break _ ASTM D 751 -89 Tear resistance lbf ASTM D 751 -89 Water absorption@ 122 °F <5% within 7 days ASTM D 471 -89 Dimensional stability - 1.25% within 1 hr ASTM D 1204 -84 @ 212 °F Low temperature flexibility -40 °F to -45 °F . ASTIvI D 2136 -84 Ply adhesion lbf /in, ASTM D 413 -82 (1988) Water vapor transmission perms ASTM E 96 -88 (procedure BW) D. Heat stabilized polyester ply sheet: Property Typical Value Test Method Breaking load lbf MD ASTM D 1682 -64 (cry, 77 °F (Grab Test) lbf XD Apparent breaking MD ASTM D 1682 -64 (1975) elongation @ 77 °F XD Trapezoid tearing lbf MD ASTM D 1117-80 strength lbf XD _ Bursting strength psi 3 ASTM D 774 -87 Air permeability 3 2 ASTM D 737 -75 (1980) ft /ft /min Thickness in. ASTM D 1777 -64 Weight 2 ASTM 0 3776 -85 lb /100 ft Puncture resistance lbf FTMS 101C -2031 03020 TWAL1TY MIDDLE SCHOOL ADDITIONS & REMODEL 2004 MAR 04 TIGARD — TUALATIN SCHOOL DISTRICT 23J 07530 -6 Printed 3/9/2004 SECTION 07530 MEMBRANE ROOFING Re issued by Addendum No. 2 • E. Type VI glass ply: PropErty Typical Value Test Method Net dry mass of asphalt lb /I 00 fi ASTM D 146 -78a (1986) Impregnated glass felt, individual rolls Moisture at point ASTM D 146 -78a (1986) Mass of desaturated glass felt kb 199 ft ASTM D 146 -78a (1986) Bituminous saturant 2 ASTM D 446a (1986) 1b /100ft Ash ASTM D ] 46 -78a (1986) Breaking strength lbf /in. MD ASTM D 146 -78a (1986) lbf /in. XD Pliability No failures F. Reinforcing scrim: Property Typical Value Test Method Weight lb /100 ft ASTM D 146 -78a (1986) Moisture (based on net) None ASTM D 146 78a (1986) Average tensile strength @ 77 °F: Wrap threads: lbf ASTM D 146 -78a (1986) Filling threads lbf ASTM D 146 -78a (1986) Fabric treatment (Weight) ASTM D 579 -83 Type PVC /acrylic water -based G. Emulsified Coating: Property Typical Value Test Method Asbestos content None ASTM D 276 -87 Density @ 77 °F • 8.6 lb /gal ASTM D 1475 -85 • Volatile organic content ASTM D 3960 -87 Water content 40% ASTM D 3792 -86 Penetration of tar felts Prominently visible ASTM E 398 -83/ Wash -off resistance Passes TRC 709 H. Asphaltic Quick Drying Primer: Property Typical Value Test Method Asbestos content None ASTM D 276 -87 Viscosity @ 77° F 14.5 s ASTM D 1200-82 (Ford cup B1) Density @ 77 °F 7.8 lb /gal • ASTM D 1475 -85 Solids (weight) 44% ASTM D 1644 -75 (1981) Flash point 100 °F ASTM D 3278 -82 03020 TWALITY MIDDLE SCHOOL ADDITIONS & REMODEL 2004 MAR 04 TIGARD — TUALATIN SCHOOL DISTRICT 23J 07530 -7 Printcd 3/9/2004 SECTION 07530 • MEMBRANE ROOFING Re issued by Addendum No. 2 Ready Mixed Aluminum Coating: Property Typical Value Test Method Asbestos content None ASTM D 276 -87 Viscosity @ 77 °F, 13.5 s ASTM D 1200 -82 (Ford cup No. 4) Density @ 77 °F 7.5 lb /gal ASTM D 1475 -85 Solids by weight 38% ASTM D 1644 -88 J. Trilaminate Reinforced Ply Sheet Property Typical Value Test Method Weight 31 lb/100 ft2 ASTM D 228 -69 (1978) Breaking strength 220 lbf /in MD ASTM D 146-97 235 lbf /in XMD Pliability, 'A in. Radius bend No failures ASTM D I46 -78A (1986) Mass of desaturated 3.5 lb /100 ft° ASTM D 146-78a (1986) polyester /glass mat, min Tear strength . 345 lbf MD ATM D 4073 -94 3301bf XMD (1998) Surfacing & stabilizer, max 65% ASTM D I46 -78a (1986) Asphalt 10.0 lb /I00 ft° ASTM D 228 -69 (1978) K. Three (3) Ply Trilaminate Reinforced Cold Process Roofing System Property Typical Value Test Method Tensile strength @ 0° F 740 lbf/in. MD ASTM D 2523 -78 (1984) 760 lbf/in. XD Elongation @ 0° F. 4.4% MD ASTM D 2523 -78 • 3.7% XMD Thermal shock 920 °F MD NBS BSS No. 55 factor 1060 °F XD PART 3 EXECUTION 3.01 EXAMINATION A. Verify that surfaces and site conditions are ready to receive work. B. Verify that deck is supported and secured. Notify Architect of all loose or unsafe decking. C. Verify that deck is clean and smooth, free of depressions, waves, or projections, properly sloped to drains or eaves. D. Verify that deck surfaces are dry and free of snow or ice, 03020 TWALITY MIDDLE SCHOOL ADDITIONS & REMODEL 2004 MAR 04 TIGARD — TUALATIN SCHOOL DISTRICT 23J 07530 -8 Printed 3/9/2004 SECTION 07530 MEMBRANE ROOFING Re issued by Addendum No. 2 F. Verify that roof openings, curbs, pipes, sleeves, ducts, and vents through roof are solidly set, and cant strips and curbs are in place. F. At existing roof decks check projections, curbs, and deck for inadequate anchorage, foreign material, moisture, or unevenness that would prevent quality and execution of new roofing system. Install new wood curbs to raise curb height. G. Beginning of installation means installer accepts existing substrate. 3.02 WORKMANSHIP • A. Substrate: Free of foreign particles prior to laying roof membrane. B. Traffic and equipment: Keep off completed plies until adhesive has set. C. Traffic and equipment: Kept off completed plies until adhesive has set. D. Wrapper and packaging materials: Not to be included in roofing system. E. Entrapped aggregate: Not permitted within new membrane. Its discovery is sufficient cause for rejection. F. Ply shall never touch ply, even at roof edges, laps, tapered edge strips, and cants. G. Fit plies into roof drain rims; install lead flashing and finishing plies; secure clamping collars; install domes. H. Extend roofing membrane two (2) inches above the top edge of cant at wall and projection bases. I. Cut out fishmouths /side laps which are not completely sealed and patch. Replace all sheets which are not fully and continuously bonded. J. Mechanical fasteners: 1. Seated firmly in discs with fastener heads flush or below disc's top surface. 2. Length: Sufficient to accommodate roof insulation thickness and engage deck one (1) inch minimum. Install one fastener per two square feet. Where deck is left exposed to view on interior face, space fasteners so that no fastener penetrates lower flute of deck. Do not allow fasteners at top flute to project beyond the bottom flute. 3.03 PREPARATION A. Protection: 1. Contractor shall be responsible for protection of property during course of work. Lawns, shrubbery, paved areas, and building shall be protected from damage. Repair damage at no extra cost to Owner. 2. Provide at site prior to commencing removal of debris, a dumpster or dump truck to be located adjacent to building where directed by Owner. 3. Roofing, flashings, membrane repairs, and insulation shall be installed and sealed in a watertight manner on same day of installation or before arrival of inclement weather. 4. At start of each work day drains within daily work area shall be plugged. Plugs to be removed at end of each work day or before arrival of inclement weather. 5. Preparation work shall be limited to those areas that can be covered with installed roofing material on same day or before arrival of inclement weather. 6. Arrange work sequence to avoid use of newly constructed roofing for storage, walking surface, and equipment movement. Move equipment and ground storage areas as work progresses. 03020 TWALITY MIDDLE SCHOOL ADDITIONS & REMODEL 2004 MAR 04 TIGARD — TUALATIN SCHOOL DISTRICT 23J 07530 -9 Printed 3 /9/2004 SECTION 07530 • MEMBRANE ROOFING Re issued by Addendum No. 2 7. Protect building surfaces at set -up areas with tarpaulin. Secure tarpaulin. Remove dumpster from premises when full and empty at approved dumping or refuse area. Deliver empty dumpster to site for further use. Upon job completion, dumpster shall be removed from premises. Spilled or scattered debris shall be cleaned -up immediately. Removed material to be disposed from roof as it accumulates. 8. At end of each working day, removal areas shall be sealed with water stops along edges to prevent water entry. 9. Provide clean plywood walkways and take other precautions required to prevent tracking of aggregate /debris from existing membrane into new work area where aggregate /debris pieces can he trapped within new roofing membrane. Contractor shall instruct and police workers to ensure that aggregate /debris is not tracked into new work areas on workmen's shoes or equipment wheels. Discovery of entrapped aggregate /debris within new membrane is sufficient cause for its rejection. B. Surface preparation at existing roof decks: 1. Remove all roof membranes and insulation. Remove debris from roof area and job site.. 2 Sweep clean deck and notify the Owner of any defective areas prior to replacement. 3. Sweep /vacuum all loose gravel from roof area to be reroofed. 3.04 PROTECTION A. Protect building surfaces against damage from roofing work. 3.05 INSULATION APPLICATION A. New insulation material shall have accurate dimensions and sufficient structural stability to properly conform to the surfaces of the roof, cants, curbs, pipes, etc. Joints between boards shall be tight, except at junctions with all vertical surfaces and sumps, where 1/2 inch clearance shall be maintained. Protect insulation from the weather at all times. Lay no more insulation than can be completely covered by a waterproofing membrane during the same day. A fully adhered base sheet course shall be considered to be a satisfactory weather barrier for no longer than 24 hours. Insulation that becomes wet during or after installation shall be removed and replaced with dry insulation. If the membrane has already been applied over such wet insulation, then the roofing membrane shall also be replaced. All such replacement work shall be at no additional charge to the owner. B. Conform to roofing manufacturers written standards for installation over both wood decks and requirements included herein. C. Insulation application: Except as noted, install fiberboard insulation over polyiso. insulation, stagger joints. Apply insulation with long joints continuous either parallel to roof edges. AM end joints shall be staggered at least six inches.. Firmly butt each board to surrounding boards. Mechanically attach to structural deck. Drive fasteners flush to top surface. D. Cut and fit boards where roof deck intersects vertical surfaces. E. Filler boards require two (2) fasteners per board, minimum. Filler size: Eighteen (18) inches in length or width, minimum. F. No more insulation shall be applied than can be completely covered with the finished membrane on the same day. 3.06 CANT INSTALLATION A. Bear cant full on roof deck and against vertical surfaces corners mitered. Place at all vertical surfaces or curbs, roof edges and other locations where required. 03020 TWALITY MIDDLE SCHOOL ADDITIONS & REMODEL 2004 MAR 04 TIGARD — TUALATIN SCHOOL DISTRICT 23J 07530 -10 Primed 3/9/2004 SECTION 07530 MEMBRANE ROOFING Re- issued by Addendum No. 2 3.07 APPLICATION OF PLIES - COLD BUILT UP SYSTEM A. At all perimeter edges to receive metal gravel stop or metal drip edge, install an 18" wide sheet of trilaminate composite ply sheet either nailed at 12" o.c. or set adhesive. Sheet shall extend 6" beyond edge of roof. This dry sheet shall be turned down the outside of the roof edge and the perimeter metal flashing shall be installed over top. Excess material extending below perimeter metal will be trimmed even with bottom of face of metal edge. Absence of this sheet during final inspection will be grounds for rejection of roof edge detail B. Roof Drains: Set lead sheet flashing into roofing mastic applied evenly and uniformly. Tap lead to mold firmly onto mastic and into drain lip. Plumber to install clamping ring and tighten securely to roof drain. C. Install ply sheets in shingle fashion. Place ply sheets to ensure water will flow over or parallel to; but, never against exposed edges. D. Use starter plies of appropriate width to start and finish roof membrane along roof edges and terminations. E. Lap ply sheet ends six (6) inches. Stagger end laps twelve (12) inches minimum. F. Broom each ply into adhesive. Ensure complete and continuous seal and contact between bitumen and ply sheets, including ends, edges, and laps without wrinkles, fishmouths, or blisters. Broom width: Thirty -four (34) inches minimum. Avoid walking on plies until adhesive has set. G. Embed each ply in a uniform and continuous spray of mastic. Interply rate: 2.5 gallons. Per 100 sq. ft. 3.08 DAILY WATERSTOP /TIE -INS A. Remove embedded gravel /debris from top ply of felt along termination. B. Width: Eighteen (18) inches. C. Adhere twelve (12) and eighteen (18) inch wide ply sheets from exposed deck to existing roofing with a continuous 1 /16 inch thick application of tie -off mastic. Glaze cut -off with surfacing mastic. Extend eighteen (18) inch wide felt three (3) inches either side twelve (12) inch felt. D. Install "deadman" insulation filler at insulation staggers. • E. Extend roofing system at least twelve (12) inches onto prepared area of adjacent roofing. Seal edge with six (6) inch wide reinforcing membrane embedded between alternate courses of tie -off mastic. F. At beginning of next day's work remove temporary connection by cutting felts evenly along edge of existing roof system. Remove "deadman" insulation fillers. 03020 TWALITY MIDDLE SCHOOL ADDITIONS & REMODEL 2004 MAR 04 TIGARD — TUALATIN SCHOOL DISTRICT 23J 07530-11 Pnnted 3/9/2004 SECTION 07530 MEMBRANE ROOFING Re issued by Addendum No. 2 3.09 PERMANENT WATERSTOP /TIE -INS A. Remove embedded gravel /debris from top ply of felt along termination. 1. Width: Eighteen (18) inches. Sweep clean. Prime swept surface with asphalt primer at 100 sq. ft per gallon. B. Adhere twelve (12) and eighteen (18) inch wide ply sheets from exposed deck to existing roofing with a continuous application of tie -off mastic. Glaze cut -off with surfacing mastic. Extend eighteen (18) inch wide felt three (3) inches either side twelve (12) inch felt. C. Extend roofing system at least twelve (12) inches onto prepared area of adjacent roofing. Seal edge with six (6) inch wide reinforcing membrane embedded between alternate courses of tie -off mastic. Install new granules in wet mastic. 3.10 FLASHINGS AND ACCESSORIES • A. Conform to NRCA details for construction. B. Elastomeric Flashing: 1. Adhere elastomeric sheeting completely to flashing surface, cant, and roofing with flashing adhesive /bitumen. 2. Ensure complete bond and continuity without wrinkles or voids. Lap sheeting ends four (4) inches; wipe both sides of seams with solvent and splice ends with lap adhesive; steel roll. Wipe top of seam with solvent and apply edge sealant. 3. Elastomeric sheeting width: Sufficient to extend at least six (6) inches beyond toe of cant onto new roof. 4. Seal roof edge of sheeting with reinforcing membrane embedded between alternate continuous courses of flashing adhesive. C. Two -Ply Stripping: 1. Set flange in asphalt mastic. Seal flange with two (2) stripping plies embedded between alternate applications of stripping adhesive /bitumen. Center first ply on edge of flange; extend second ply two (2) inches beyond first ply. Ensure stripping covers metal completely. D. Coat all base flashing with reflective aluminum coating. E. Replace any missing drain screen or caps. F. All pipe leads shall have a fabricated stainless steel screen, 1/4" grid, soldered to the top of the lead cap. All lead caps shall be secured to the base with elastomeric mastic. 3.11 SURFACING APPLICATION A. Roofing aggregate: 1. Apply a continuos application of adhesive at a rate of 5 gallons per 100 sq. Ft. 2. Install fresh clean roofing aggregate at a rate of 300 lbs per 100 sq. ft. 3. Smooth surfacing: 4. Where specified in drawings, apply elastomeric emulsion at a rate of 4 gallons per 100 sq. Ft. 5. After proper cure time apply reflective coating at a rate of 2 gallon per 100 sq. Ft. B. Smooth surfacing: Where specified in drawings 1. Allow roof to cure for minimum 21 days. 2 Apply elastomeric emulsion at a rate of 4 gallons per 100 sq. Ft. 3. After proper cure time apply reflective coating at a rate of 2 gallon per 100 sq. Ft. 03020 TWALITY MIDDLE SCHOOL • ADDITIONS & REMODEL 2004 MAR 04 TIGARD — TUALATIN SCHOOL DISTRICT 23J 07530 -12 Printed 3/9/2004 SECTION 07530 MEMBRANE ROOFING Re issued by Addendum No. 2 • 3.12 WALKWAYS A. Install walkway panels in front of all 1 - -IVAC or Service Panels. 3.13 CONTROL JOINT A. Install a CSPE sheet membrane over all existing or new control joint areas. 3.14 CLEANING A. Remove bituminous markings from finished surfaces. B. In areas where finished surfaces are soiled by asphalt or any other source of soiling caused by work of this Section, consult manufacturer of surfaces for cleaning advice and conform to their instructions. C. Repair or replace defaced or disfigured finished caused by work of this Section. D. Immediately upon job completion, roof membrane and flashing surfaces shall be cleaned of debris. E. Clean gutters and downspouts of debris. 3.15 PROTECTION A. Where traffic must continue over finished roof installation, protect surfaces. END OF SECTION 03020 TWA LITY MIDDLE SCHOOL ADDITIONS & REMODEL 2004 MAR 04 TIGARD — TUALATIN SCHOOL DISTRICT 23J Panted 3/9/2004 07530 -13 SECTION 07533 SINGLE PLY MEMBRANE ROOFING (Issued by Addendum No. 2) • PART I GENERAL 1.01 GENERAL REQUIREMENTS A. Drawings and general provisions of the Contract, including General and other Conditions and Division 1 - General Requirements sections, apply to the work specified in this Section. 1.02 SECTION INCLUDES B. Cleaning deck surface. C. Fully Adhered Membrane Roofing and all other incidental and accessory items to comprise the "Roofing System ". D. Roof insulation. E. Walkway "Traffic Pads ". F. Roofing for Out Buildings, refer to drawings for locations of Out Buildings. 1.03 RELATED SECTIONS A. Section 01500 - Construction Facilities and Temporary Controls: Protection of installed work. B. Section 05310 — Metal Debk: Structural Roof Deck. C. Section 06112 — Framing and Sheathing: Wood nailers for attachment of membrane. D. Section 07620 - Sheet Metal Flashing and Trim: Metal flashings. E. Division 15: Penetrations of plumbing and HVAC work through roof membrane. F. Division 16: Penetrations of electrical work through roof membrane. 1.04 QUALITY ASSURANCE A. Apply roofing system using a roofing cdntractor and crew authorized by manufacturer. B. Inspection: Upon completion of the installation, an inspection shall be made by a representative of the manufacturer to ascertain that the roofing system has been installed according to manufacturer approved specifications and details. Upon approval of the project, a Warranty shall be written. 1.05 SUBMITTALS A. Minimum job file submittal information for consideration for labor and material warranty coverage shall be an accurately completed Request for Warranty form and the information discussed below. B. Samples and data sheets of all materials not supplied or approved by manufacturer shall be submitted to manufacturer for written approval prior to the start of installation. 03020 TWALITY MIDDLE SCHOOL ADDITIONS & REMODEL 2004 JAN 04 TIGARD — TUALATIN SCHOOL DISTRICT 23J 07533 -1 Printed 3/4/04 SECTION 07533 SINGLE PLY MEMBRANE ROOFING (Issued by Addendum No. 2) C. Shop Drawings: 1. Authorized roofing contractors must submit a roof drawing indicating which details will be employed in the project. Drawings shall be approved by manufacturer and reviewed by Architect prior to the start of work. 2. Details must include: a. Outline and size of the roof b. Location and type of penetrations c. Perimeter and penetration flashing detail references d. A copy of any non approved details to be used. Details which do not conform to Manufacturer's Standard Details must be shown as to their anticipated construction. e. Indicate roofing seams and fastening patterns f. Depth of insulation over the entire roof area and, at tapered insulation, slope of tapered insulation, drainage pattern and area that tapered insulation is located. 3. Submit shop drawings approved by manufacturer to the Architect for review. D. Product Literature: Submit to the Architect product data for all materials to be used in the roofing system. E. Submit letter from membrane roofing manufacturer that shop drawings have been approved. F. Submit manufacturer's warranty meeting the requirements of this Section to the Architect for review. 1.06 PRECAUTIONS A. Adhesives, solvents, and caulks as indicated are extremely flammable and /or toxic 1.07 REGULATORY REQUIREMENTS A. Conform to applicable code for roof assembly fire hazard and wind uplift requirements. B. Fire Hazard Classification: UL Class A. C. Wind Up -lift Resistance: Factory Mutual 1 -90. 1.08 PRE - INSTALLATION CONFERENCE A. Convene a pre - installation conference a minimum one week prior to commencing work of this Section. - B. Review installation procedures and coordination required with related work. C. Installation Commencement Inspection: manufacturer's representative shall inspect all installation procedures and workmanship of roofing sub - contractor. Inspection includes insulation, flashing, membrane, seams and accessories. Provide quality certification prior to substantial completion. • D. Attendance by roofing sub - contractor, sheet metal sub - contractor and membrane roofing representative is mandatory. 03020 TWALITY MIDDLE SCHOOL ADDITIONS & REMODEL 2004 JAN 04 TIGARD — TUALATIN SCHOOL DISTRICT 23J 07533 -2 Printed 3/4/04 SECTION 07533 SINGLE PLY MEMBRANE ROOFING (Issued by Addendum No. 2) 1.09 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600 and per membrane roofing manufacturer's requirements. C. Deliver products in manufacturer's original containers, dry, undamaged, with seals and labels intact. D. Roofing materials shall not be delivered for storage at the Site sooner than 24 hours before needed for application in the Work. E. Store products in weather protected environment, clear of ground and moisture. Do not leave materials exposed to the elements. Remove all wet and damp materials from the site. F. Store membrane in a dry area such as in an enclosed van, truck or trailer. Coverings over roofing membrane stored on the roof shall be loose fitting and blocked up away from the roof deck to provide adequate ventilation and prevent condensation from forming and /or coming in contact with the roof membrane. 1.10 ENVIRONMENTAL REQUIREMENTS A. Manufacturer's Roofing System materials may be installed under certain adverse weather conditions such as extremes of high and low temperatures, or high humidity conditions but only after consulting the Roofing System Technical Department since special precautions may have to be applied. Installation costs, production rates and material performance may be affected by the foregoing conditions. B. Any substrate to receive new insulation, membrane or flashing shall be thoroughly dry. Should surface moisture occur, the contractor shall provide adequate equipment to dry the substrate. C. Do not allow waste products containing petroleum, grease, acid, solvents, vegetable or mineral oil, animal oil, animal fat, etc. or direct steam venting to come into direct contact with the Roofing Membrane. Contact Manufacturer for recommendations if such conditions exist. D. The applicator shall follow all safety regulations as recommended by OSHA. E. Follow precautions indicated on can and carton labels. • F. Always provide provisions to ensure positive drainage without ponding of water (per NRCA guidelines) in all areas. Good roofing practice does not permit uncontrolled, uncollected drainage over the edge of a roof. G. All fasteners are recommended to be installed with a depth - sensing screw gun to prevent over- driving or under driving. The ASAP and PIE adapter tools are recommended for the installation of roofing fasteners. H. All rooftop mechanical units are to have their condensation lines piped to drains, or off the roof. 03020 TWAL1TY MIDDLE SCI -TOOL ADDITIONS & REMODEL 2004 JAN 04 TIGARD — TUALATIN SCHOOL DISTRICT 23J 07533 -3 Punted 3 /4/04 SECTION 07533 SINGLE PLY MEMBRANE ROOFING (Issued by Addendum No. 2) 1.1 1 SEQUENCING AND SCHEDULING A. Coordinate work under provisions of Section 01 B. Coordinate the work of installing associated metal fleshings as the work of this Section proceeds. 1.12 WARRANTY A. Upon project completion, Manufacturer acceptance and once complete payment has been received by both Contractor and Manufacturer, Manufacturer shall deliver to Owner a fifteen year non - prorated manufacturer Roofing System Quality Assurance Warranty and Owner's Manual. Manufacturer will, during the second and fifth year of this warranty, inspect and provide a written Executive Summary. The Manufacturer's Warranty will include labor and material coverage against leakage on all components of roofing system including those manufactured by others, these components must be pre - approved by manufacturer. Included in the warranty coverage are the following: Insulation materials, fasteners and adhesives. 2. All new and temporary roof membrane components and adhesives, 3. All tapered edge and cant strips. 4. All drain and scupper fleshings. 5. Any roof leaks or problems caused by movement of the roofing substrate other than the deck shall not be excluded. 6. Damages caused by wind speeds up to 74 miles per hour. B. The contractor shall verify compliance with the above warranty requirements by submitting a copy of the warranty as a submittal item, PART 2 PRODUCTS 2.01 GENERAL A. All material shall be furnished, specified or approved in writing by manufacturer. Samples of all materials used on the project that are not supplied by manufacturer shall be furnished to manufacturer for written approval prior to the start of work. 2.02 ACCEPTABLE MANUFACTURER'S A. Stevens Roofing Systems EP, Total System Warranty — Basis of Specification B. The following manufacturer's are approved for use, subject to full compliance with these specifications. 1. Johns Manville. 2. Carlisle. 3. Firestone. 03020 TWALITY MIDDLE SCHOOL ADDITIONS & REMODEL 2004 JAN 04 TIGARD — TUALATIN SCHOOL DISTRICT 23J 07533 -4 Printed 3/4/04 SECTION 07533 SINGLE PLY MEMBRANE ROOFING (Issued by Addendum No. 2) 2.03 MEMBRANE A. Fleece Backed Membrane shall be .060 inch nominal thickness overall, .080 inch nominal thickness in selected areas, scrim- reinforced, Ethylene propylene -based sheet 76.5 inches wide by appropriate length conforming to the minimum physical properties in Table below. B. Color: Light Grey. C. Packaging to bear the UL and FM labels. 2.04 ACCESSORIES A. Bonding Adhesive: Suitable for bonding of membrane to approved substrates, as recommended by manufacturer. B. Flashing: Flashing shall be same as the, membrane. C. Termination Bar: Extruded aluminum bar as recommended by manufacturer. D. Adhesives, Sealants, Primers, Cleaners and Caulks: As recommended by manufacturer. E. Membrane Fasteners and Discs: Provide fasteners and discs as recommended by manufacturer for roof substrate. F. Fasteners for Coverboard: Provide fasteners as recommended by manufacturer for roof substrate. G. ' Walkway: Heavy Duty Walkway membrane, as recommended by manufacturer.. Color: Match Membrane. H. Coverboard: '/4 inch thick Dens -Deck as manufactured by OP Gypsum Corporation. PART 3 — EXECUTION 3.01 PREPARATION A. The contractor shall be responsible for the suitability of the substrate surface to accept Hi Tuff /EP membrane. B. Prior to the start of work, the substrate shall be smooth and free of debris, sharp edges, and other surface irregularities that will be detrimental to the installation. Any unevenness or joints gapped greater than 1 /4 -in. in the membrane substrate can cause inconsistent membrane welds and must be avoided. When such conditions occur, fill with appropriate and properly secured material approved by manufacturer. C. Structural decks: I . Shall be dry, level, clean, smooth, free of sharp edges, and suitable for acceptance of membrane. 2. Install slip plates over all joints where membrane seams will cross to minimize welding inconsistency. 03020 TWALITY MIDDLE SCHOOL ADDITIONS & REMODEL 2004 JAN 04 TIGARD — TUALATIN SCHOOL DISTRICT 23J 07533 -5 Printed 3/4/04 • SECTION 07533 SINGLE PLY MEMBRANE ROOFING (Issued by Addendum No. 2) D. Nailers: Treated wooden nailers shall be installed at drip edges. Refer to Section 0611? — Framing and Sheathing for requirements of Pressure treated lumber. ]. Nailer should be anchored with a suitable fastener for the application having a minimum withdrawal resistance of 100 pounds, staggered 6 inches on center within 8 feet of an outside corner and 12 inches on center along other perimeter areas. 2. Nailer thickness shall be chosen to match the top surface of adjacent insulation. 3. Nailers around skylights, curbs, expansion joints etc, are not required. Use of Plates and Screws anchored to deck 12 inches on center through membrane and insulation is acceptable. 3.02 APPLICATION A. Coverboard: 1. Minimum thickness: Shall be approved in writing by manufacturer. 2. Attachment: All coverboards must be attached with manufacturer approved fasteners. Space fasteners so that no fastener penetrates lower flute of metal deck. Do not allow fasteners at top flute to project beyond the bottom flute. Maximum penetration past top flute 1 inch or as recommended by membrane manufacturer, B. Attachment of Membrane: 1. Structural decks: Membrane is to be attached with bonding adhesive as approved by manufacturer and as required by Factory Mutual. Consult manufacturer's standard details for appropriate application rate. C. Installation of Membrane: 1. Fully Adhered System: Adhere roof membrane according to manufacturer's instructions with approved bonding adhesive on roof areas shown on Plans. Fasten perimeter using vertical wall attachment details. 2. Field sheets: Membrane shall be unrolled on the area to be covered. Adjoining rolls of membrane shall overlap adjacent membrane by 4 1/2- inches. D. Lap splice: Membrane shall be overlapped and hot -air welded without any contaminants (adhesive, dirt, debris, etc.) in the seam. 1. The entire lap edge must be probed with approved seam probing tool after it has cooled completely to verify seam Probing before the seam area has cooled will • damage the membrane. 2. Provide destructive tests performed daily on a 3 -in. wide area of seam weld to verify good peel strength. A properly welded seam will have membrane delamination from scrim prior to weld failure. Destructive tests on welds should be done for the first seam of the day, first seam after the robot welder has been allowed to cool down, and after any extreme changes in weather conditions. Cut edges shall be caulked by applying Seam Caulk from a squeeze bottle. 3. Membrane, as with any material after exposure, will require cleaning prior to seaming. The approved method for cleaning the membrane prior to welding is as follows: a) Remove any visible dirt and debris with a clean rag and water. For heavily contaminated surfaces, scrubbing with a detergent cleaner followed by a water rinse may be necessary. b) With a clean scrub pad saturated with Seam Cleaner, aggressively agitate the seaming area. With a clean white rag, follow with a final one swipe pass over the seaming area, careful to not redeposit any contaminants back onto the cleansed sheet surface. c) Allow Seam Cleaner to completely flash off (i.e., membrane should be completely dry). 03020 TWALITY MIDDLE SCHOOL ADDITIONS & REMODEL 2004 JAN 04 TIGARD — TUALATIN SCHOOL DISTRICT 23J 07533 -6 Pruned 3/4/04 SECTION 07533 SINGLE PLY MEMBRANE ROOFING (Issued by Addendum No. 2) d) Follow the standard welding procedures with an approximated 20% reduction in speed. e) Final weld strength may not be achieved for several days. E. Perimeter fastening: Treated Wood nailers are required for perimeter fascia, parapet and drip edges. Membrane shall be mechanically fastened 12 inches on center through Membrane into deck. Fastening shall occur at fascias, and any other roof penetrations that exceed 24 -in. in ally dimension. F. Flashing: Perimeters, and other details shall be flashed as shown in Detail Drawings. Under no condition shall flashing cover weep holes or any form of through wall drainage. 1. Apply Bonding Adhesive to both underside of flashing membrane and surface to which it is to be bonded, at a rate of approximately one gallon per 60 square feet (when applied to two surfaces) of building roof surface coverage. 2. Bonding Adhesive shall be allowed to dry to finger touch until it does not string or stick to a dry finger. Roll the flashing into the dry adhesive. Care must be taken to ensure that the flashing does not bridge where there is any elevation or directional change. Completely roll the flashing membrane against the substrate using a hand roller, J- roller or similar device applying positive pressure to the entire surface area to promote full contact. 3. All flashing shall be mechanically fastened at the top, under or through appropriate counter flashing with approved fasteners and with an approved termination detail as shown in detail drawings. 4. Metal flashing at perimeter shall be made and installed as per Standard Details. 5. The Fascia edge system is recommended whenever suitable in accordance with the Standard Details. G. Metal work: Provided under Section 07620 — Sheet Metal Flashing and Trim. Fastening of metal work shall be as directed by membrane roofing manufacturer. Metal work shall be installed according to applicable details. 2. All metal work must be sealed and waterproofed in an acceptable manner. H. Overnight seal /temporary water stop: Shall be made by a sealant method provided or approved in writing by the manufacturer. To protect the insulation from inclement weather at the end of each day's work, the membrane is extended beyond the insulation and set into the approved overnight seal material. Roofing contractor shall coordinate installation to ensure the system is made watertight at the end of each work day. END OF SECTION 03020 TWALITY MIDDLE SCHOOL ADDITIONS R REMODEL 2004 JAN 04 TIGARD — TUALATIN SCI - TOOL DISTRICT 233 07533 -7 Printed 3/4/09 • . . . . mrtmTot.t Ettrix,....PuTAKtil, 4 ,-z-titbL. eg,, • TWALITY MIDDLE SCHOOL '.„1S•- - ri AJ-.-/// ,--- r - 7. - -- 7----- / :7:) , i ..--- C"7. / IL-1 I I DATE NAME p.,t4RPOiEf C'e-:"tari..,11.19E-r-ig-___,__-"tTliME-OUT — I ......-A=.„1„..> ! , A „,-;:i 5,-- ,1 1 ..., „ L __---- L i %. c...,,,, , ik.:,,..---et.i;i,Li.S7.-ii=piL) "--.-- i -.., ....._ "--..7z. %-7,"„i',,, : ::,.. k , „ 4 / ,,,/,‘ 1 g„: r ) 0 0 \ i t i ''-'• -- Lt - i 7):3 50 3 - 1 / . r7 •:-1, I •' I . ,4- . . . 1 ft il l'z lz:, kELir 4 i .... 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' -- • 15.37 r • ' 3 i ir . - ,..„ ...:_, ,....., — I.-- - - - h ,_ _ F.,(2 4 IF r; - * 1 ..44,44,...N4W ........................- , y 1 .7 41) a I EXISTING FOUNDATION DRAIN I� II r di la ,J., 1 _. z_ 1 i Air . • • AA all :, 1 �I;11 ? .} 1 D I, Q► - . ,r a : a a r r / 4 CONSULTING ENGINEERS INC. / 0660 aaoaoam W( =TS Sao ' POZTLLNYD, OR. P7284 / PM (SOS) r16 -3921 yez: (6w) 22a -e9ee 4 INSTALL 8” PVC STM S =.020 (MIN) c�< P FOR ROOF DRAIN ti� 4 1 N a " 1' SEE MECH PLANS FOR BLDG CONNECTION. # 49 13,727 , • 10 OREGON 0 20 • 9�k 8 . W H P¢¢ 1-1_1—Li EXPIRES 6/30/04 TVVALITY MIDDLE SCHOOL phase addendum two ?ii. . date march 10, 2004 Vii Atk prosect# 03020 -ii i:. iiiii,:.. : 1 1 g0 14 Tigard - Tualatin School District * 503.431.4000 „ • 1 ■ .. is, 0 .0 ■ t 0 n. • 1 11 1 •„ .. l • 45.®. .......... ° m"1 ° (10 MIN. RATED H , . �,....,- III EXISTING STAFF LOUNGE 1Lh INDICATES I -HOUR OCCUPANCY ^ I I SEPARATION WALL. NOTE: r I CONTRACTOR TO VERIFY EXIST. ' �� WI I WALL ASSEMBLY EXTENDS TO I I -------'- DECK 4 TO PROVIDE 2X4 STUD ) WALL W/ (I)LYR. GWB EA. SIDE ; I KITCHEN WHEREVER EXIST. ASSEMBLY - 1 A104 DOES NOT COMPLY. I7°15 200 � - - -. © add a I r ;1 : NEW 60 -MI NU I >_ ) .,_ I -�� DOOR 4 FRAME ® ® ® ®® � �� I =`: ®® ■ \ _ � T 0 ` Is. ---- , .""�,;,✓_' —.�- ;; - TOILET 0!t AI07 A106 NEW WALK IN EXISTING STORAGE 1ROOM REFRIGERATOR l• • I , 1 ^1 i ;- — EXISTING (3) INFILLED 1 NEV' ��/ �! j " °~ ,A ELECTRICAL OPENINGS 6O MINUTE ROOM TO RATE DOOR / p- � 4 _ e �„ � I -HR FRAME \ ti 2282 Q L A /v STEVEN C. OLSON y V% R T • PORTLAND, OREGON • I FIRE AREA /CODE PLAN Atl A0.1 SCALE: I/8 "= 1' -O " aP OF 6" • D UL L O L S O N WE E K ES _ " architects p c TVIlALITY MIDDLE SCHOOL phaseIaddendumtwo ADDITIONS & REMODEL 2004 date march 10, 2004 ; pro ect # 03020 6 1 : Tigard - Tualatin School District Address: 6960 SW Sandburg St Tigard, Oregon 97223 -8039 �;' 0 RTL b .. ,>.: 319 SW WASHINGTON ST #20 PORTLAND OR 97204 9 ?_,, s n r 503 ._} r 503 226 6950 1 503 273 9192 www down con, 1 I / 3' -II 1/2" 8' -6 1/2" I / 0 1' -6 0 / / CLEAR 0 J A106A A n el , 7 2 ' -4 I /2" i D AIX I I AIN I j Ale \ I TOILET N O �A1O6� I 10 I s m I © Implawe. \ ,----, . t —_ 1 ,_ , GUSTOD IAN /I ROOM O ' 6" s ' IA1071 GL 3' -6" 2 add 7 i y.... li 0 SERVICE SIN 2 add 0 I\ ENLARGED PLAN A4.2 SCALE: I /4" = I -O" ' "VII liP 2282 STEVEN C. OLSON a • • PORTLAND, OREGON t. OF CO ma D U L L O L S O N W E E K E S TWALITY MIDDLE SCHOOL phase addendum two ... & -: architects pc ADDITIONS & REMODEL 2004 date march 10, 2004 project 03020 • 'OI1 1 Tigard - Tualatin School District ' Address 6960 SW Sandburg St Tigard, Oregon 97223 -8039 375 SW WASHINGTON ST k200 POF T6 AND, OR 97:04 503 431 4000 ® "• • .;' r 503 226 6950 1 273 9192 r ■Nw dnwa. corn �s 0 0 - I ,_ 28 r •8.1• At NZ D .S . 5 D I 0 A101A = I 1 O I r `� A add 1 _ ° D.S ) II O Aga •8.1• 4 6 20' -6" [ -O" 15' -6" I�' -6 ®add / /' 0 t O 1 ,_,„ _ „. ____ z r� — — — '1?., D.S. AI01:: IV I � I - u� I I4. -_ LI- li II - -- -- - D a x , N0 u-k 2�R m� A add ( i r . 8 .1• " _ 2282 C� v1.-441 STEVEN C. OLSON y O R T y PORTLAND, OREGON ,� I F L O O R PLAN \� OF 0 A'k2.I \,__ • D U L L O L S O N WE E K E S TWALITY MIDDLE SCHOOL phase addendum two architects pc ADDITIONS & REMODEL 2004 date march 10, 2004 s. project # 03020 ! { : Tigard - Tualatin School District ._ • "' Address 6960 SW Sandburg St rs Tigard, Oregon 97223 -8039 t 319 SW WASHINGTON ST #200 , PORTLAND OR 97204 ' 7 503 226 6950 f 503 273 9142 %,6,, down.com 503431 4000 • I8 Al AS.10 . ■. - add 411! 18 • 8.10 /OD -■,■•■,.......■■■■■•IN ■ GU I Ii=R TO ...:.,... D.S. SLOPE \\\\ A8.10 t CANOPY D.S. GUTTER TO AI NJ D.S. • 8,10 SINGLE -PLY :.... MEMBRANE , ::. ROOF AT ANOPY D.S. © 4 (CD I NOTE: DECK SLOPE AT NOTE: LOCATE ALL ELECT. CANOPIES W/ ROOF BOARD - p CONDUITS ON TOP 6F ROOF MINIMUM Y4." PER FOOT SLOPE 0 CANOPY TYPICAL •- IX IS ... SINGLE -PLY MEMBRANE AT . CANOPY 24 Il.l.. A8 CANO n A8.10 :':.: 18 _ 8.10 © add SIM r GUTTER TO D.S. 2282 1 STEVEN C. OLSON c") ` A8.10 CANOPY D.S. �� PORTLAND, OREGON ,�, i A. �2 ` C ANOPY --,7›,./), OF 0,'• SCALE: I /all= 1 `_ D U L L 0 L S O N W E E K E S TWALITY MIDDLE SCHOOL phase addendum two architects pc ADDITIONS & REMODEL 2004 date march 10, 2004 project # 1 03020 lib[[ 1 Tigard - Tualatin School District Address 6960 SW Sandburg St. Tigard, Oregon 97223.8039 p `- 319 SW WASHINGTON ST. #200 I PORTLAND OR 97204 503431 4000 t: 503 226 6950 [. 503 273 9192 www. do wa com A - REGLET I N SAWGUT COI NT ,�. :a� _. CONT. W/ SEALANT PREFINISHED SHEET METAL FLASHING, ALLOW MIN 2" MOVEMENT I / / /// SEE 18/A8 .IO FOR TYP. MEMBRANE FLASHING ..______,_____- ill GANT STRI P • 0 J G � 0 0 01 00 4 4 ' 01 SEE 21 /A8.I FOR TYP. / 3 CANOPY GUTTER DTLS. `.go .�. ��dl�i. VF-T-. PAINTED STL. BENT PLATE, SEE STRUCT. STL. G.-CHANNEL PER STRUCTURAL TS BEYOND PER STRUCT. C -;- CANOPY/GUTTER OIL. . I D/ SCALE: 3 "H -O" 2 a•• ti 2282 STEVEN C. OLSON y . . PORTLAND, OREGON , OF& DULL 0 L S 0 N W E E K E S TVVALITY MIDDLE SCHOOL phase addendum two .�; architects pc ADDITIONS & REMODEL 2004 date march 10, 2004 .4 project # 03020 � 0? t Tigard - Tualatin School District N Address: 6960 SW Sandburg St Tigard Oregon 97223 -8039 319 SW WASHINGTON ST. d200 PORTLAND, OR 97204 L 503.431.4000 , 503 226 6950 f 503 273 9192 �?? • HOT AIR WELD SEALANT GANT STRIP SEALANT - ROOFING MEMBRANE PROTECTION 'ROOFING MEMBRANE BOARD 1 awsr." r AtzT4 i _ e� SEALANT PREF I NI SHED SHEET METAL FLASHING SET NO 0 �� IN SEALANT P �/ IP PAINTED ANGLE, SEE q STRUGT. I 1 00 I PAINTED %0 0 STL. BENT / // PLATE, SEE STRUCT. 0 I I/2 CANOPY METAL /% DECK -SEE N°!'nI" ` � ° ° � STRUCTURAL PAINTED CHANNEL, SEE STRUGT. PAINTED TUBE STEEL, EE STRUGT. A A add 18 ` A GE • SAD SCALE: 3" =1' -O" 2282 STEVEN C. OLSON y PORTLAND, OREGON t. ` ' .4" OF 0 DULL OLSON WEEKES TWALITY MIDDLE SCHOOL phase I addendum two r„ architects pc' ADDITIONS & REMODEL 2004 date march 10, 2004 1 project# 03020 I�iic ` / T - Tualatin School District r Address 6960 SW Sandburg Si . Tigard, Oregon 97223 -8039 319 SW WASHINGTON ST 4200 1 PORTLAND, OR 97204 ® 503431 4000 r,;- I 503 226 6950 1'503 273 9192 . aorvocum . i PREFINISHED SHEET METAL FLASHING SET IN SEALANT SEE 18/A8.10 FOR TYP. LAP GOOFING MEMBRANE PLASHING MEMBRANE OVER GUTTER END DAMN ROOFING MEMBRANE I CANT STRIP ROOFING MEMBRANE n PRO I i =GTION BOARD v 1 I I /2" CANOPY METAL D:C PAIN T ANGLE, SEE i j ' �� 01 � ST. I PAINTED STEEL BENT �� PLA I t= CONT., SEE STRUGT. JL JILL PAINTED TUBE STEEL, PREF I NI SHED SHEET 6 METAL GUTTER - SLOPE TO D.S. DOWNSPOUT BEYOND 21 CANOPY GUTTER DETAIL • 8.10 SCALE: B"= I' -O" 2 Odd AkC A 2282 `�' c . STEVEN C. OLSON y • PORTLAND, OREGON � , . ' OF O . D U L L O L S O N W E E K E S TWALITY MIDDLE SCHOOL phase addendum two architects pc G ADDITIONS & REMODEL 2004 date 1march 10, 2004 project # 103020 � i' Tigard - Tualatin School District Address 6960 SW Sandburg St }' f 3'z 319 SW WASHINGTON ST #200 PORTLAND, OR 97204 Tigard, Oregon 97223 -8039. 91 , 503431 4000 • 1 ;. 1' 503 226 6950 ' 503 273 9192 „1,H 1 owa -com . i _....._ (17----'7- 4 RESLET IN N SAWGUT JOINT _ GONT. W/ SEALANT PREFINISHED SHEET METAL FLASHING, ALLOW f � /,������ MIN 2" MOVEMENT i MEMBRANE FLASHING 117 CANT STRIP F 9. 4 1 MEMBRANE ROOFING 0► C d PROTECTION BD. di ip PAINTED ANGLE - SEE i STRUGT. 3 11/2" CANOPY MTL. DECK - SEE STRUGT. VFY. // PAINTED STL. BENT a PLATE, SEE STRUGT. P.M 4 STL. G- CHANNEL PER. STRUCTURAL TS BEYOND PER STRUGT. 24 CANOPY D T L e DOORS 2 add •E3.10 ,SCALE: 3 " =1' -0" g 2282 C� STEVEN C. OLSON y PORTLAND, OREGON ,t. '11 ?.' 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CID' I �� ' {/,� 7159 �� _ _ CD --- lr - szz /oor et- zol -61 1SIOr Hl � l/f�j f � j OREGON -- t I - 151xz(z, ,, � - y 16, 'a - c P v 14 0 L Go , c i ` a Fp aD . COZx013 EXPIRATION DATE: 6 -30 -051 PARTIAL ROOF FRAMING PLAN 5 DULL OLSON. W p EEKES TWALITYMIDDLESCHOOL 046 µt s ADDITIONS & REMODEL 2004 > , Ark, ' project # 03021 ' ��)ll , �' Tigard - Tualatin School District Address: 6960 SW Sandburg St. r_ Tigard, Oregon 972218039 319 SW WASHINGTON 5T. #200 2 PORTLAND OR 97204 503.431.4000 a ' =- •..a-._! -, t 503 226 6950 / 503 273 9192 ww,.., do wn corn v 9 -c BUCTUR, • � , PR , c 7 S9 % l'-O" REGON v/ �9 O R E 16, 1 11 L °'�� P v GoG C 12x20.7 CONTINUOUS 1/4 \ 4 -12 EXPIRATION DATE: 6 -30 -05 1/4 r 4 -12 L3x2x1 /4 CONTINUOUS 1/4 / (nP. 1/4 /4 1 1/2" STEEL DECK CONT. 3/8" BENT PLATE f i l I HSS6x6x1 /4 1/4 \4 -12 I I I 1/4 4 -12 I I I 1/4 I` CTYP. I I I I NOTE: TS6x6x1 /4 FP GROOVE WELD BUTT JOINTS & CORNERS IN C12x20.7 DFTAL 6.p 3/4", '_o" d, D U L L O L S O N W E E K E S TWALITY MIDDLE SCHOOL phase addendum two a$'. architects pc ADDITIONS & REMODEL 2004 d ate march 10, 2004 project # ND433.00 �ii'j ' T - Tualatin School District Address 6960 SW Sandburg St 319 SW WASHINGTON ST #200 PORTLAND OR 97204 Tigard, Oregon 97223 -8039 503.431.4000 503 226 6950 f.' 503 273 9192 w. dowa com S- RUCT UR,4z. TOFF .. , V � OREGON G1 - /6 "14 ‘c344 ° L. GG EXPIRATION DATE: 6 30 - 05j 1/4 ,4 -12 C12x20.7 1/4 /4 -12 L3x2x1/4 6 1 1/2" STEEL DECK 1/4 , 4 -12 1/4 4 -12 SECTION D TA L D U L L O L S O N W E E K E S TWALITY MIDDLE SCHOOL phase !addendum two architects pc,. ADDITIONS & REMODEL 2004 date march 10, 2004 project# IND433.00 ;11:461' Tigard - Tualatin School District Address 6960 SW Sandburg St. Tigard, Oregon 97223 -8039 319 SW WASHINGTON ST x200 PORTLAND OR 97204 503 431 4000 { {- , I 503 226 6950 f 503 273 9192 www down, con, 9 -c �UCTUR4 qD PROF (' or, NE� i 715 9 \D �� OREGON ��9 P v 1Z L GO � G � EXPIRATION DATE: 6 -30 -05 C12x20.7 1 1 /2" STEEL DECK 0 6 1 CONT. 3/8" BENT PLATE in 1/4 1\4 -12 4 -12 HSS6x6x1 /4 1/4 D DTAL �s D .2 3/4".i'-o" L O L S O N W E E K E S TWALITY MIDDLE SCHOOL „,„ phase addendum two architects pc 9fw ADDITIONS & REMODEL 2004 date march 10, 2004 project# IND433.00 Iii« 1 Tigard - Tualatin School District Address 6960 SW Sandburg St. Tigard, Oregon 97223 -8039 319 SW WASHINGTON ST #200 PORTLAND OR 97204 503431 4000 .z•v<._,., !. 503 226 6950 f 503 173 9192 5 -c RUCTUR,k PR /Fsr v � G]NEL " .p 7 zs / 9 OREGON -94 O L GO ,G ) EXPIRATION DATE: 6 -30 -05 1/4 , 4 -12 C12x20.7 1/4 '4 -12 6" 1 1/2" STEEL DECK -" L mmimimmm d L3x2x1 /4 in �L CONT. 3/8" BENT PLATE 1/4 ,4 -12 1/4 4 -12 HSS6x6x1 /4 4 D f- TA D U L L O L S O N W E E K E S TWALITY MIDDLE SCHOOL phase 'addendum two architects pc ADDITIONS & REMODEL 2004 date I march 10, 2004 project# IND433.00 1011 !' Tigard - Tualatin School District Address: 6960 SW Sandburg St. Tigard, Oregon 97223 -6039 319 SW WASHINGTON ST. #200 _40R LAN OR 97204 503431 4000 503 226 6950 f 503 273 919 m ,D JUOLO4UU // Iviaf —1U - U4 11 : :d4; P2cP_ 3/4 C D 1 T 1 1 1 , , , , 1 I 3" RD TO BRANCH, SEE I I 1 I RD TO BRANCH, SEE CIVIL -- - IN DS -i I . 1 — r. SPRINKLER 1 ' 'I LINE IN o •• � SOFFIT ry • 1 c-,rJQ 1 ICI CQ PLUMBING FLOOR PLAN J2.. scaLL 1/8' =1' -0' :"; DULL OLBON WEEKES TWALITY MIDDLE SCHOOL phase 'addendum two t .14 . 0`; a•chliccfr pc t � � 4DDITIONS & REMODEL 2004 da mer�h 10, 2000 V s *,, protect It 103020 :a. / 61% ;t Tigard - Tualatin School District � Y Aad�ess'.60li0 SW SardDurg 51 ' � . T}gprd, Orogan 97223 0138 Nit ! q r a t- g f 318 SW W),SMNGTON BT 1700 , PORTLAND, OR BUD. . ' a .. � _ - . 50:11.+131.4!700 �'. r SDS 17A 8050 J ADD 113 PM r••••- d... cap. ' Sen L esy: iwrLH 'Nu; 5033340677; Mar -10 -04 1 1 :35; Page 4/4 ( 4_:) ,...5____) ( b ) 1 I T I I [F I I I I 1 I I I '/IL - 4" RD TO rRANGH, SEE CIVIL c 1 - 1 1 O ti ' - 3" RD TO BRAN4H, SEE CIVIL DS - 4 --- aIRD -Ij l . I ..'........ss.'.."4. F -:– mEgNEWIr o r � /2a 0 5 ---- RD - - - - RD -I I I 2 -WAY GLEAN -OUT I PLUMBING FLOOR PLAN F2.I SCALE 1/A -r-Q- D LL OL9OM WrEKCa TWALITYMIDDLESC •baseadas�dUmhw ; arrh ilrcls pc ",.::,, ' Y ADDITIONS & REMODEL 2004 date march 10, 2004 I • • ed tt 03020 I` < " � " Tig ard - Tualatin School Distract r. _ Add : 6960 SW samburp SI 1) Md, On i 9723 -8039 .�- uo 4W .6..4.0 , 4621014 UT .206 PORTLAUO, OR VIP. h ... 503.4)1.4000 x _ ■ Foe »F IMO / FC.f 2)9 992 .+.. ... .eeq