Addendum No: One (1) Date: April 16, 2013 Project No.: College of the Muscogee Nation Student Center

Transcription

1 ADDENDUM Addendum No: One (1) Date: April 16, 2013 Project No.: Project: Location: College of the Muscogee Nation Student Center Okmulgee, Oklahoma This Addendum is issued for information of the parties to the above titled project, and will be a part of the Contract. Items in this addendum take precedence over the original bid documents. Items not specifically revised remain in effect. ADDENDUM # Attachments: A. Drawings: ARCH: 1. 2/A A /A /A /A /A /A &8/A /A /A Ceco Door, StormPro 320 tech data. MEP: 12. E201 TULSA: 110 WEST SEVENTH SUITE 710 TULSA. OK P: F: C. RFI s 1-7 from Red Stone Construction Addendum-1

2 ADDENDUM Changes to Specifications: A Supplementary Conditions, Aircraft Liability Insurance REMOVE SECTION FROM SPECIFICATIONS. Red Stone Construction stated that aircraft will not be used in connection with the project in pre-construction meeting 4/12/13. B ,3.7 Excavation for Retention Pond REMOVE SECTION FROM SPECIFICATIONS. C , 2.3, F,1. to read Provide fry reglet #DCS at locations shown on drawings. Provide weeps on top horizontal flange to help with drainage. In lieu of Provide Fry Reglet #DCS at locations shown on drawings. D , 2.3, G,5. Drainage mat: (0.6 mm) thick high impact polystyrene sheets with corrugations and a spunbond polypropylene fabric on one side with 4 (102 mm) skirt on one edge. MTI Sure Cavity or equal. E Metal Fabrications, 1.5, A. Structural Performance REMOVE SECTION FROM SPECIFICATIONS. No handrails currently in project, if handrails and/or guardrails are added to the project prior to or during construction, this section will be added back into specifications. F Exterior Insulation and Finish System (EIFS) 1.04, D., 1. To read Custom color to match existing metal panel on adjacent administration building. This color will be the standard to match the aluminum finish per sections and G Steel Doors and Frames, 2.7, E. Factor-Applied Paint Finish REMOVE SECTION FROM SPECIFICATIONS. All steel doors and frames to be field painted. Refer 08110, 2.7, D. (RFI #6) H Flush Wood Doors, 1.1, A.,1. to read Solid Core Doors. in lieu of Solid Core doors and transom panels with decorative-laminate faces. (RFI#6) I Aluminum-Framed Entrances and Storefronts, 2.9, C., 1. Color: to read custom color to match EIFS finish color in lieu of AA-M12C22A44 #40 Dark Bronze. J Glazed Aluminum Curtain Walls, 2.6, B., 1. To read Finish to be coil coated KYNAR 500 and approved color to match EIFS finish color, in lieu of Finish to be coil coated KYNAR 500 and match approved color that is to be determined and to be selected by the architect. K Operable Panel Partitions, 2.3, E. to read Operable Panel Partition Characteristics: STC 54, Comply with requirements indicated in the Operable Panel Partition Schedule at the end of Part 3, in lieu of Operable Panel Partition Characteristics: Comply with requirements indicated in the Operable Panel Partition Schedule at the end of Part 3. L Operable Panel Partitions, 3.3 REMOVE SECTION FROM SPECIFICATIONS. Factory testing is sufficient. M General Mechanical Conditions,3.13, G, to read Submit TAB report on approved record forms. AABC or NEBB forms acceptable, in lieu of Submit TAB report on approved record forms Changes to Drawings: TULSA: 110 WEST SEVENTH SUITE 710 TULSA. OK P: F: A. Architectural a. 2/A101 refer attachment. Revised site plan to show sod/irrigation extents. b. 2/A103 drawing scale revised. Refer attachment. c. 3/A511 refer attachment. Revised beam location at grid lines 2 & 2.1. (RFI #1) d. 8/A511 refer attachment. Revised to show sound insulation locations. Addendum-1

3 ADDENDUM Clarifications: e. 1/A521 refer attachment. Revised detail at curtain wall sill. f. 3&8/A521 refer attachment. Revised flashing detail to show custom bent metal counter-flashing to follow adjacent grading. Provide shop drawing details for seam joinery. (RFI #5) g. 11/A521 refer attachment. Revised detail at roof/parapet. h. 1/A701 drawing scale revised. Refer attachment. i. A801 Door Schedule Doors 122A & 122B to be reinforced per attachment. Ceco Door StormPro 320 or equal. Refer hardware schedule for hardware. (RFI #6) B. Civil a. Sheet C403 reference to Gravel Pad_Re: Arch at south entry patio to be removed. C. MEP a. Sheet E102 revised data cabling notes and finished plate example. Refer to attachment. A. Architectural a. Perimeter foundation drain per 5/S501. Height above foundation varies, refer to civil for connection elevations and provide positive drainage for fully functioning drainage system. (RFI#4) B. Civil a. C403 - Coordinates shown are NOT building corners; they are column grid line intersections, as noted.(rfi #2) b. C403- The north-east coordinates are corrected for the column grid lines as noted. (RFI #2) C. Structural a. S201 - The radius for Grid Line 12 is 162'-4" as shown on sheet S202 with the remaining Grid Lines being dimensioned from there. The dimensions for the footings and anchor bolts should be determined from the dimensions and angles shown on the plans. (RFI#3) End of Addendum Number One. TULSA: 110 WEST SEVENTH SUITE 710 TULSA. OK P: F: Addendum-1

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16 RED STONE CONSTRUCTION SERVICES, LLC 2738 E. 51st Street # 140 Tulsa, OK Telephone: Facsimile: REQUEST FOR INFORMATION RFI#: 01 To: Brian Henley Beck Design 110 W. 7th St., Suite 710 Tulsa, OK Contact: Rylan Hicks Phone: Fax: rylan.hicks@redstonecs.com Phone: Fax: bhenley@beckdesign.com Date: 04/10/2013 Subject: Steel Framing Detail Project #: R Muscogee (Creek) Nation-Student Center- Library Question/Clarification: Response Required By: 04/13/2013 Reference S202 Grid Lines 2 & Please clarify which Detail is correct, Structural or Architectural for the beam on grid lines 2 & 2.1? Beam on grid lines 2 & 2.1 shown on S511 Detail 13, does not coordinate with Architectural Detail 3 on A511. Reference A501 Detail 2. This information is required by the response date in order to avoid delaying our crew and impacting our planned construction schedule. Notification after this date may result in schedule impact and additional costs. Response: Response Date: cc: C:\Users\rylan.hicks\AppData\Local\Temp\16\vcsTempDocument254\RS Request for Information.dot FORM RS-86 (Revised 03/2010)

17 RED STONE CONSTRUCTION SERVICES, LLC 2738 E. 51st Street # 140 Tulsa, OK Telephone: Facsimile: REQUEST FOR INFORMATION RFI#: 02 To: Brian Henley Beck Design 110 W. 7th St., Suite 710 Tulsa, OK Contact: Rylan Hicks Phone: Fax: rylan.hicks@redstonecs.com Phone: Fax: bhenley@beckdesign.com Date: 04/10/2013 Subject: Building Corner Coordinates Project #: R Muscogee (Creek) Nation-Student Center- Library Question/Clarification: Response Required By: 04/13/2013 Reference C403 Please verify that all North & East coordinate building corners are correct. This information is required by the response date in order to avoid delaying our crew and impacting our planned construction schedule. Notification after this date may result in schedule impact and additional costs. Response: Response Date: cc: C:\Users\rylan.hicks\AppData\Local\Temp\16\vcsTempDocument114\RS Request for Information.dot FORM RS-86 (Revised 03/2010)

18 RED STONE CONSTRUCTION SERVICES, LLC 2738 E. 51st Street # 140 Tulsa, OK Telephone: Facsimile: REQUEST FOR INFORMATION RFI#: 03 To: Brian Henley Beck Design 110 W. 7th St., Suite 710 Tulsa, OK Contact: Rylan Hicks Phone: Fax: rylan.hicks@redstonecs.com Phone: Fax: bhenley@beckdesign.com Date: 04/10/2013 Subject: Radius Points Project #: R Muscogee (Creek) Nation-Student Center- Library Question/Clarification: Response Required By: 04/13/2013 Reference S201 Please provide a radius for grid lines 1-12, for Footing and Anchor Bolt layout. Dimensions between the Footings or Anchor Bolts are needed as well. This information is required by the response date in order to avoid delaying our crew and impacting our planned construction schedule. Notification after this date may result in schedule impact and additional costs. Response: Response Date: cc: C:\Users\rylan.hicks\AppData\Local\Temp\16\vcsTempDocument98\RS Request for Information.dot FORM RS-86 (Revised 03/2010)

19 RED STONE CONSTRUCTION SERVICES, LLC 2738 E. 51st Street # 140 Tulsa, OK Telephone: Facsimile: REQUEST FOR INFORMATION RFI#: 04 To: Brian Henley Beck Design 110 W. 7th St., Suite 710 Tulsa, OK Contact: Rylan Hicks Phone: Fax: rylan.hicks@redstonecs.com Phone: Fax: bhenley@beckdesign.com Date: 04/10/2013 Subject: Height of Drain Project #: R Muscogee (Creek) Nation-Student Center- Library Question/Clarification: Response Required By: 04/13/2013 Reference A521 Detail 2 Please provide the height of the drain from the top of the footing. Should the drain go on top of the footing or next to the footing? This information is required by the response date in order to avoid delaying our crew and impacting our planned construction schedule. Notification after this date may result in schedule impact and additional costs. Response: Response Date: cc: C:\Users\rylan.hicks\AppData\Local\Temp\16\vcsTempDocument645\RS Request for Information.dot FORM RS-86 (Revised 03/2010)

20 RED STONE CONSTRUCTION SERVICES, LLC 2738 E. 51st Street # 140 Tulsa, OK Telephone: Facsimile: REQUEST FOR INFORMATION RFI#: 05 To: Brian Henley Beck Design 110 W. 7th St., Suite 710 Tulsa, OK Contact: Rylan Hicks Phone: Fax: rylan.hicks@redstonecs.com Phone: Fax: bhenley@beckdesign.com Date: 04/10/2013 Subject: Flashing Project #: R Muscogee (Creek) Nation-Student Center- Library Question/Clarification: Response Required By: 04/13/2013 Reference A521 Detail 8 As the slope of the grade undulates along the elevation, the flashing will have to be stepped. Is there a requirement for overlapping the flashing. If so, what is it? This information is required by the response date in order to avoid delaying our crew and impacting our planned construction schedule. Notification after this date may result in schedule impact and additional costs. Response: Response Date: cc: C:\Users\rylan.hicks\AppData\Local\Temp\16\vcsTempDocument942\RS Request for Information.dot FORM RS-86 (Revised 03/2010)

21 RED STONE CONSTRUCTION SERVICES, LLC 2738 E. 51st Street # 140 Tulsa, OK Telephone: Facsimile: REQUEST FOR INFORMATION RFI#: 06 To: Brian Henley Beck Design 110 W. 7th St., Suite 710 Tulsa, OK Contact: Rylan Hicks Phone: Fax: rylan.hicks@redstonecs.com Phone: Fax: bhenley@beckdesign.com Date: 04/12/2013 Subject: HM Door/Frame Project #: R Muscogee (Creek) Nation-Student Center- Library Question/Clarification: Response Required By: 04/15/ HM Door/Frame scheduled as primed door for field paint; However, specs state factory finished A & 122B are scheduled as ''reinforced door'' in Remarks; However, specs state nothing about reinforced doors - please clarify the requirement for these doors. 3. Section 08211, 1.1, A, 1 - Decorative Laminate Faces. 2.1, B, 1 - Select White Birch and C - Wood Veneer Doors. Please clarify. This information is required by the response date in order to avoid delaying our crew and impacting our planned construction schedule. Notification after this date may result in schedule impact and additional costs. Response: Response Date: cc: C:\Users\rylan.hicks\AppData\Local\Temp\11\vcsTempDocument791\RS Request for Information.dot FORM RS-86 (Revised 03/2010)

22 RED STONE CONSTRUCTION SERVICES, LLC 2738 E. 51st Street # 140 Tulsa, OK Telephone: Facsimile: REQUEST FOR INFORMATION RFI#: 07 To: Brian Henley Beck Design 110 W. 7th St., Suite 710 Tulsa, OK Contact: Rylan Hicks Phone: Fax: rylan.hicks@redstonecs.com Phone: Fax: bhenley@beckdesign.com Date: 04/15/2013 Subject: Operable Panel Partitions Project #: R Muscogee (Creek) Nation-Student Center- Library Question/Clarification: Response Required By: 04/18/2013 In spec section 10651, page 7, 3.3 Field Quality Control, Letter B states ''Testing of the installed operable panel partition for noise isolation shall be performed according to ASTM E 336, determined by ASTM E 413, and rated for not less than the NIC indicated. But cannot find an NIC rating in the spec, what is the NIC rating supposed to be? This information is required by the response date in order to avoid delaying our crew and impacting our planned construction schedule. Notification after this date may result in schedule impact and additional costs. Response: Response Date: cc: C:\Users\rylan.hicks\AppData\Local\Temp\4\vcsTempDocument621\RS Request for Information.dot FORM RS-86 (Revised 03/2010)