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Home My WebLink AboutADDENDUM NO. 3 Addendum No-3 for Contract No. 31 ( ®A Award No. 05-79-05007) F.Y. 2013 Storm Water Lift Stations Westfield Avenue, Vinton Street, and Virden Creek City of Waterloo Waterloo, Iowa I hereby certify that this engineering document was prepared by me or �u t;tiurtrrtr�rr>>i under my direct pers'OT11 su ision and that I am a duly licensed o��`\ FESS10 ofssional Engine nde he laws of the State of Iowa. S` `l �tez DANIEL P. (signature) =LU . ` __. 4, + MILLER : m Printed or typed name Daniel P.Miner -- 14487 �o 1 License number: 14467 My license renewal date is December 31,2013. Pages or sheets covered by this seal: Addendum No.3 Stanley Consultants INC. A.Stanley Group Company Engineenng,Fmtronmental and Constwion Services-Worldwide. 00 01 05.doo 90 wlftlrm Stanley Consultants . ADDENDUM NO. 3 APRIL 3, 2013 CONTRACT NO. 831 (EDA AWARD NO. 05-79-05007) F.Y. 2013 STORM WATER LIFT STATIONS WESTFIELD AVENUE, VINTON STREET, AND VIRDEN CREEK CITY OF WATERLOO WATERLOO, IOWA 1. SECTION 06 10 00 - ROUGH CARPENTRY Article"1.01 SECTION INCLUDES" Delete paragraph B. in its entirety. Article 1.02 INFORMATIONAL SUBMITTALS" Delete subparagraph A., 2. in its entirety. Article"1.03 QUALITY ASSURANCE" Delete paragraphs A. and D. in their entirety. Article"2.03 WOOD TREATMENT" Delete paragraph B. in its entirety. 2. SECTION 07 04 10-COMPOSITE PANELS Add new Section 07 40 10, pages 1 through 3, attached hereto. 3. SECTION 26 24 13- LOW-VOLTAGE SWITCHBOARDS Delete page 7 in its entirety. 4. SECTION 35 20 16-26 - SLUICE GATES Article"3.04 SLUICE GATE SCHEDULE" In the first item, change the size from "98 x 98"to read "60 x 60." 5. SECTION 40 23 00 - PROCESS WATER PIPING Article"2.07 TRANSITION/REDUCING COUPLINGS" Add paragraph H. to read: H. Provide as restrained joint. 6. SECTION 40 95 13- PROCESS CONTROL PANELS AND HARDWARE Article"2.04 TELEMETRY PANEL" Addendum No. 3 Page 1 of 3 ms 1222 23209.03.00 Change paragraph A. to read: A. Telemetry panel shall be provided and pre-wired as complete package as manufactured by Radio Communication Systems. Owner has incorporated a network of trunk radio telemetry system. Telemetry panels provided under this Contract shall interface with existing telemetry system. Article "3.03 PANEL SCHEDULE" Add Items 7, 8, and 9 to read: Item Size Cable No. Panel Nameplate (inches) Type Style Entry Drawings (H x W x D) Location Westfield Avenue NEMA 12, Single Bottom 7 Pump Monitoring 24 x 20 x 8 steel door wall only 1106 Panel mount Vinton Street Pump NEMA 12, Single Bottom Similar to 8 Monitoring Panel 24 x 20 x 8 steel door wall only 1106 mount Virden Creek Pump NEMA 12, Single Bottom 9 Monitoring Panel 24 x 20 x 8 steel door wall only 1306 mount 7. SECTION 43 21 39- SUBMERSIBLE PUMPS Article"2.09 CONTROLS" Change paragraph B. to read: B. Temperature and moisture monitoring equipment shall be provided by pump supplier for mounting and wiring in pump monitoring panel as defined in Section 4095 13-00. Add paragraph C. to read: C. Moisture and temperature monitoring controller"Go Relay,"integral to controller, shall be used to interface with pump operation to shutdown pump motor on detected alarm conditions. 8. DRAWINGS Revise the following Drawings as indicated. These Drawings are not being reissued at this time. Drawinq Al 12 Delete all references to"Fire Retardant Treatment'associated with wooden roof trusses and sheathing. Drawing A113 Delete all references to "Fire Retardant Treatment' associated with wooden roof trusses and sheathing. Addendum No. 3 Page 2 of 3 ms1222 23209.03.00 Drawing A212 Delete all references to"Fire Retardant Treatment' associated with wooden roof trusses and sheathing. Drawing A213 Delete all references to"Fire Retardant Treatment'associated with wooden roof trusses and sheathing. Drawing E202 Add Note 7 to read: 7. Distribution Panel DB-1 shall be of panelboard construction in accordance with Section 26 05 00 with ratings as shown on one-line. Drawing E301 In the Virden Creek Electrical Site Plan, the 3 exterior light fixtures above existing sluice gates shall be Type D. END OF ADDENDUM NO. 3 1) S. A. Tripmacker, L. E. Ingram, C. M. Chamberlin 2) T. J. Mergen, D. P. Miller Addendum No. 3 Page 3 of 3 ms 1222 23209.03.00 23209.02.00 COMPOSITE PANELS ms1222 SECTION 07 40 10 - Page 1 PART 1 GENERAL 1.01 SECTION INCLUDES A. Preformed insulated metal wall panel system, with related flashings and accessory components. 1.02 INFORMATIONAL SUBMITTALS A. Product Data. B. Samples of colors for selection. 1.03 ACTION SUBMITTALS A. Shop Drawings indicating dimensions, panel layout, construction details, method of anchorage, and installation. PART2 PRODUCTS 2.01 DESIGN REQUIREMENTS A. Wall loads: 1. Deflection limitations of completed wall panel installation: No greater than L/180 when subjected to loads specified. 2. Allowable steel bending stress: 20,000 psi (138 mPa)when subjected to loads specified. B. Design fasteners holding together various elements of building panels and holding panel to structure to withstand design load requirements set forth in this Section with factor of safety of at least 2, unless otherwise indicated. C. When subject to seasonal temperature ranges, system shall accommodate movement of components without buckling, failure of joint seals, undue stress on fasteners, or other detrimental effects. D. System shall accommodate tolerances of structure. 2.02 MATERIALS A. Sealants and gaskets: Manufacturer's standard type suitable for use with installation of metal panel system; nonstaining. B. Fasteners: No power-activated type fasteners, either temporary or permanent, allowed. Fasteners for various panel elements shall be as follows, unless otherwise indicated. 1. Exterior flashings and trim: Either stainless steel sheet metal screws, No. 14 x 3/4" (19 mm), or stainless steel pop-rivets, 1/8" (3 mm) diameter, spaced not more than 12"(300 mrn) oc. 2. Foam-filled panels: Stainless steel self-tapping screws. C. Metal closures: Same material, finish, and color as adjacent metal panels. D. Touch-up paint: As recommended by panel manufacturer. 2.03 FABRICATION A. Fabricate wall panels, closures, (lashings, and related trim pieces in accordance with manufacturer's standard fabrication methods. B. Flashings and trim shall be of same materials, thickness, and finish as face sheets. COMPOSITE PANELS 23209.02.00 Page 2-SECTION 07 40 10 ms1222 2.04 FINISH A. Phosphatize galvanized sheet materials for primer coat of paint. B. Exterior surfaces of exterior metal panel systems: 1. Primer coat: 0.2 mil (127 micron) minimum dry film thickness. 2. Finish coat: Polyvinylidene fluoride coating with minimum of 70% "Kynar 500" or"Hylar 5000" resins. Provide dry film thickness of 0.8 mil (510 microns) minimum. 3. Apply coatings to steel in strict accordance with established coating manufacturer's standards. C. Miscellaneous flashings, metal closures, trim and other metal accessories: Same as that of adjacent panels, unless otherwise indicated. D. Exposed fasteners: Color coated to match panels and flashings. 2.05 PANEL TYPES A. Manufacturers are listed for product reference purposes. Equivalent products from other manufacturers are acceptable. B. Type A: 1. Description: IPP II Insulated Wall Panel System with concealed fasteners; as manufactured by Ceco. a. Minimum thickness of interior and exterior face material: 26-gage (0.5 mm) before galvanizing. b. Surface texture: Stucco embossed. 2. Color: To be selected by Owner from manufacturer's standard colors after award of contract. 3. Insulation: 2" (50 mm)thick foamed-in-place non-CFC polyisocyanurate, minimum density 2.2 Ib/cu ft(35.2 kg/cu m). 4. Noncom bustibility, when tested in conformance to ASTM E84: a. Flame spread: 25 or less. b. Fuel contributed: 0. c. Smoke developed: Less than 450. 5. Location: Where shown on Drawings. PART 3 EXECUTION 3.01 ERECTION A. Erect metal panel systems including flashings and trim in conformance to panel manufacturer's drawings and panel manufacturer's recommendations. Use workers experienced in erection of metal panel types specified. B. Seal and place gaskets to prevent weather penetration. Maintain neat appearance. C. Erect components of panels at or near the same time so that full strength of erected panel is attained as quickly as possible, unless otherwise specified herein. D. Fasten each panel to each structural support available to it. E. Flashings, trim and closures shall be installed weathertight. Following details as recommended by panel manufacturer and SMACNA Architectural Sheet Metal Manual, Sixth Edition. F. Carry vertical joints plumb and true to line. G. Replace or satisfactorily repair chipped or damaged panels or components of panel systems and trim. 23209.02.00 COMPOSITE PANELS ms1222 SECTION 07 40 10 - Page 3 H. Touch up minor nicks and scratches of exterior face sheet exposed surface finish as erection proceeds with coating material matching factory finish and recommended by manufacturer. END OF SECTION 1) C. M. Chamberlin 2) J. F. Kemper