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Home My WebLink AboutTransmittal_RFI - RFI-165 (Sent and Closed)RFI Transmittal Perkins Eastman | 20 Ashburton Place, Floor 8 Boston MASSACHUSETTS 02108 United States Page 1 of 2 PROJECT:Mattacheese Middle School: FS-CA 71010.00.0 DATE SENT:8/31/2021 SUBJECT:Corrective Action for Missing Pier at K-B25 RFI ID:RFI-165 TYPE:RFI TRANSMITTAL ID:01394 PURPOSE:For Construction VIA:Info Exchange QUESTION:SUGGESTION: ANSWER: FROM NAME COMPANY EMAIL PHONE Leah Schroeder Perkins Eastman l.schroeder@perkinseast man.com +1 617 449 4009 TO NAME COMPANY EMAIL PHONE Timeo Sequeira Commodore Builders tsequeira@commodoreb uilders.com 617.614.3500 Jeff Martin Commodore Builders jmartin@commodorebui lders.com (617) 614-3500 Mike Dupuis Commodore Builders mdupuis@commodoreb uilders.com (617) 614-3500 Ricky Sughrue Commodore Builders rsughrue@commodoreb uilders.com 617.614.3500 Ryan DiRico Commodore Builders rdirico@commodorebuil ders.com (617) 614-3500 REMARKS: DESCRIPTION OF CONTENTS QTY DATED TITLE NUMBER SCALE SIZE 1 8/23/2021 RFI-165 - Corrective Action for Missing Pier at K-B25.pdf RFI Transmittal DATE:8/31/2021 ID:01394 Page 2 of 2 COPIES: Andrew Hazelton (Perkins Eastman) Leah Schroeder (Perkins Eastman) Russell Higgins (Perkins Eastman) Chad Crittendon (PMA Consultants) Jon Pope (PMA Consultants) Mark Adrean (PMA Consultants) Mitch Miller (PMA Consultants) PMA DY Project Email (PMA Consultants) Walter Hartley (PMA Consultants) Sandra Cashen Ken Anderson (Girard and Company, LLP) Commodore Builders 404 Wyman St., Suite 400 Waltham, Massachusetts 02451 P: (617) 614-3500 Project: 21-0060 Dennis Yarmouth Intermediate Middle School 296 Station Ave South Yarmouth, Massachusetts 02664 RFI #165: Corrective Action for Missing Pier at K/B25 Status Open To Russell Higgins (Perkins Eastman) Andrew Hazelton (Perkins Eastman) Leah Schroeder (Perkins Eastman) From Timeo Sequeira (Commodore Builders) 404 Wyman St., Suite 400 Waltham, Massachusetts 02451 Date Initiated Aug 23, 2021 Due Date Sep 1, 2021 Location Project Stage Course of Construction Cost Impact Schedule Impact Spec Section 03 3000 - Cast-In-Place Concrete Cost Code Drawing Number Reference Linked Drawings Received From Jose Maria (Marguerite Concrete Inc.) Copies To Kenneth Anderson (Girard and Company, LLP), Ryan DiRico (Commodore Builders), Paul Genereux (Commodore Builders), Russell Higgins (Perkins Eastman), Jeff W. Martin (Commodore Builders), Jeanine Palmieri (Consulting Engineering Services ), Leah Schroeder (Perkins Eastman), Paul Sekas (Consulting Engineering Services ), Timeo Sequeira (Commodore Builders), Ricky Sughrue (Commodore Builders), PMA Consultants Team Email (PMA Consultants) ADDITIONAL FIELDS Priority HIGH Activity Question Question from Timeo Sequeira Commodore Builders on Monday, Aug 23, 2021 at 12:54 PM EDT Please see the attached RFI and sketch from Marguerite and advise if the proposed solution is acceptable to address the missing pier at K/B25 line Attachments MC-RFI-3 - Missing Pier Repair.pdf Awaiting an Official Response Commodore Builders Page 1 of 1 Printed On: Aug 23, 2021 12:54 PM EDT Refer to attached sketch for field fix to missing pier at K/b24. Kevin M. Brown, PE 08/31/2021 Girard and Company, LLP Project: 21-05-094 Dennis Yarmouth Int/Mid School 286 Station Avenue S. Yarmouth, Massachusetts 02664 RFI #MC-RFI-3: Missing Pier Repair Status Open To Jose Maria (Marguerite Concrete Inc.) From Jose Maria (Marguerite Concrete Inc.) Date Initiated Aug 23, 2021 Due Date Aug 26, 2021 Location Project Stage Cost Impact Schedule Impact Spec Section Cost Code Drawing Number Reference Linked Drawings Received From Copies To Activity Question Question from Jose Maria Marguerite Concrete Inc. on Monday, Aug 23, 2021 at 12:20 PM EDT Marguerite proposes the following procedure to address the pier that was not placed at K and B25 line. Awaiting an Official Response Page 1 of 1 Printed On: Aug 23, 2021 12:20 PM EDT MARGUERITE PROPOSES THE FOLLOWING PROCEDURE TO ADDRESS THE MISSING PIER AT K AND B25 LINE:CHIP THE ORANGE AREA DOWN TO EL. -1'EMBED 9" #4 REBAR 3" INTO THE EXISTING CONTINUOS FOOTING @ 12" USING THE APPROVED PURE 110+EPOXY.EMBED 9" #4 REBAR 3" INTO THE EXISTING CONTINOUS FOOTING @ 6" ALONG THE PIER USING THE APPROVEDPURE 110+ EPOXY.INFILL THE 2' X 5' SECTION OF FOOTING AND INSTALL THE PIER FIRST FLOOR SLAB ELEV. = 28' - 2 3/8" b24 2'-4"6" 6"T/PIER1'-0"EMBEDMENT1'-0"3 1/4" 2" CLR. CHIP OUT IN-PLACE CONCRETE WALL AS SHOWN. B B A A 3"EMBED VERTICAL PIER REINFORCING 3" IN IN-PLACE CONCRETE WALL WITH APPROVED EPOXY. CONCRETE ENCASED STEEL COLUMN AND BASEPLATE. FOUR (4) 3/4" DIA. HEADED ANCHOR RODS. IN--PLACE CONCRETE WALL AND FOOTING.NEW CONCRETE FOOTING 1'-6" 3" CLR.2" CLR.1'-0"1'-0"CONCRETE SLAB ON GRADE. S E C T I O N B - B 3 #5 WITH STANDARD 180° HOOK AT EACH END IN LONG DIRECTION. 6 #5 WITH STANDARD 180° HOOK DOWELED INTO IN-PLACE WALL IN SHORT DIRECTION. EMBED FOOTING REINFORCING 6" IN IN-PLACE CONCRETE WALL WITH APPROVED EPOXY. #6 VERTICAL PIER REINFORCING WITH STANDARD 90° HOOK IN FOOTING. TYPICAL OF FIVE (5). IN-PLACE CONCRETE FOOTING AND FOUNDATION WALL. K OUTLINE OF REINFORCED CONCRETE PIER ABOVE.3'-0"3'-0"1'-6" 1'-0" NEW REINFORCED CONCRETE FOOTING. S E C T I O N A - A 2'-0"1'-0"1'-0"CHIP OUT IN-PLACE CONCRETE WALL AS SHOWN TO A DEPTH OF 2'-4" BELOW FINISH FLOOR. K b24 1'-6" 6" 6" 8 #6 VERTICAL PIER REINFORCING BARS. REINFORCED CONCRETE PIER. #3 TIE AT 12" o.c. MAX. PROVIDE ADDITIONAL TIE AT TOP OF PIER. #3 TIE AT 12" o.c. MAX AT BOTTOM OF PIER. PROVIDE ADDITIONAL TIE AT BOTTOM OF PIER. CONCRETE ENCASED STEEL COLUMN. IN-PLACE CONCRETE FOUNDATION WALL.