Bidders and Others to Whom Bidding Documents have been issued by the Architect and/or CM.

ADDENDUM NO. March 3, 202 Re: MCC Student Center Addition, Manchester, NH To: Bidders and Others to Whom Bidding Documents have been issued by the Architect and/or CM. All items in this Addendum shall supersede or clarify the Early Bid Package Documents dated 03-0-2, as originally issued. The cost of the Work of all trades affected by the changes in this Addendum shall be included in the Base Bid or Alternates, on the Bid Forms, as applicable. Failure to do so may subject the Bidder to disqualification. This Addendum forms a part of the Contract Documents. It supplements and/or modifies them as follows: Addendum Items: Item No.. Contract Drawing C- Remove notes from the hatched area of the existing security office that read: Portion of the building and slab to be demolished. Sections of the existing foundation wall to remain (coordinate with architectural plans). Add new note to read: Existing area foundation, slab, and roof to remain (coordinate with architectural plans). Item No.2. Contract Drawing C-3 Remove notes from the hatched area of the existing security office that read: Concrete patio placed over 4 of polystyrene insulation; over compacted earth where existing slab was removed. Perimeter is defined by existing foundation walls. Item No.3. Contract Drawing AD. Revised the existing security office area, see SKA-. Item No.4. Contract Drawing AD.2. Remove the notes relating to the roof area over the exiting security office that read: Relocate HVAC Units(s) and roof drains as required to allow for new construction and Remove existing roof along existing wall to remain prep for new insulated metal wall system. Item No.5. Contract Drawing AD.2 Add the following note to the area over the existing security office, to read: Remove existing metal roof edge over existing exterior wall and prep for new metal roof edge. This note refers to the West side of the existing security office that faces the existing courtyard. Item No.6. Contract Drawing S0.3 - Add Small Beam Penetration Typical Detail, see SKS-. 55 Dow Street, Suite 400 Manchester, NH 030 tel: 603 622 5450 web: LBPA.com 92 Montvale Ave, Suite 4000 Stoneham, MA 030 tel: 78 462 7283 web: LBPA.com

MCC Student Center Addition Page 2 March 3, 202 Item No.7. Contract Drawing S0. Cast-in-place Concrete notes, Note C6. Change Slabs on grade + structural slabs to 3000 psi (normal weight), and change Site Paving to 4000 psi (normal weight). Item No.8. Contract Drawing S0. Change headings to read as follows, Shear Connectors (Section 05200), Steel Deck (Section 053000), and Steel Joist Framing (Section 052000). Item No.9. Contract Drawing S.0 Change column on grid line D.5-3 to an HSS8x8x/4 with a base plate type BP-D. This column will remain the same size above and below the column splice at the first floor level. Item No.0. Contract Drawing S. Foundation Wall on grid line E between grid lines and 2 shall have a top of wall elevation of -6-0. Item No.. Contract Drawing S. Clarification Column on grid line D.4- is an HSS6x6x/4 with a BP EL -0-4½. The section mark should read Section 2 on Drawing S5.2. Item No.2. Contract Drawing S. Add Foundation Section 20 at Fireplace Surround, on grid line G between grid lines 6 to 7. See SKS-9. Item No.3. Contract Drawing S. Add Column, pilaster, and footing to grid line D.6-.2, see SKS-3. Item No.4. Contract Drawing S. Revised end of bridge structure at line J, see SKS-0. Item No.5. Contract Drawing S. Added Sections to Entrance area, see SKS-7. Item No.6. Contract Drawing S. Added frost walls at exterior door near E.8-2, see SKS-9. Item No.7. Contract Drawing S. Added new section at grid line 3-eT, facing north, see SKS- 20. Item No.8. Contract Drawing S. Add note #4 to plan notes, note to read All Columns and braces are Architecturally Exposed Structural Steel (A.E.S.S.). Refer to the specifications for surface preparation and finish requirements. Coordinate column and brace locations with Drawings. Item No.9. Contract Drawing S.2 Revise Plan note #8 to read All Columns and braces are Architecturally Exposed Structural Steel (A.E.S.S.). Refer to the specifications for surface preparation and finish requirements. Coordinate column and brace locations with Drawings. Item No.20. Contract Drawing S.2 Add column to grid line D.6-.2 and reframing, see SKS-4. Item No.2. Contract Drawing S.2 Change 6 - dimension, between grid line D and the W2x6 near grid line 4, to read 3-9. Edge of deck dimension to change to 2. Item No.22. Contract Drawing S.2 - Revised end of bridge structure at line J, see SKS-2. Item No.23. Contract Drawing S.2 Add HSS2x8 header at opening and change edge of deck at stairs to 5, see SKS-2.

MCC Student Center Addition Page 3 March 3, 202 Item No.24. Contract Drawing S.2 Delete W2x44 cantilever off of Column E-8. Delete moment connection from Column E-8 to W2x44 beam (provide typical double angle connection). Add two W2x6 beams and two W2x6 cantilevers, similar to beam and cantilever two feet off column E-7, one shall be two feet to the west and one shall be two feet to the east of Column E- 8. Change two W2x6 beams on grid line E between grid lines 7 to 9 to W2x9 beams. Item No.25. Contract Drawing S.2 Change W2x44 beam on grid line D between grid lines 4 to 6 to two separate beams. One beam will span from grid line 4 to 5 and will be a W2x30. The second beam will span from grid line 5 to 6 and also be a W2x30. Item No.26. Contract Drawing S.2 Change two W2x6 beams on grid line 3 between grid lines D.2 to D.8 to W2x44 beams. Shear connector stud count to remain the same. Item No.27. Contract Drawing S.2 Add beam end reaction to facilitate the design of the connections to the W2x55 beam framing near column E.8-3 to W2x73 on grid line 7. End reactions to the W2x55 at the west end (near column E.8-3) = 30 kips. Item No.28. Contract Drawing S.2 Add beam end reaction to facilitate the design of the connections to the W2x55 beam on grid line 3 between grid lines E.8-3 to G-3. End reactions to the W2x55 at the north end (at column E.8-3) = 40 kips. Item No.29. Contract Drawing S.2 Revised W2 Beam Cantilever, See SKS-6. Item No.30. Contract Drawings S.3 Revise Plan note #6 to read All Columns and braces are Architecturally Exposed Structural Steel (A.E.S.S.). Refer to the specifications for surface preparation and finish requirements. Coordinate column and brace locations with Drawings. Item No.3. Contract Drawing S.3 Add column on grid line D.6-.2 and reframing, see SKS-5. Item No.32. Contract Drawing S.3 - Revised end of bridge structure at line J, see SKS-4. Item No.33. Contract Drawing S.3 Change W2x22 beam on grid line D between grid lines 4 to 6 to two spate beams. The beams will span from grid line 4 to 5, and from grid line 5 to 6. Both beams remain W2x22. Item No.34. Contract Drawing S.3 Change W2x4 beam on line B between grid lines to.9 to a W4x22 beam. Item No.35. Contract Drawing S.3 Change W2x6 beam on line B between grid lines 3 to 5 to a W4x22 beam. Item No.36. Contract Drawing S.3 Change W4x30 beam on line G between grid lines 6 to 7 to a W2x30 beam. Item No.37. Contract Drawing S.3 Change W4x30 beam on line H between grid lines 9 to 0 to a W2x30 beam.

MCC Student Center Addition Page 4 March 3, 202 Item No.38. Contract Drawing S.3 Change W4x26 beam on line 4 between grid lines D.2 to D.5 to a W2x30 beam. Item No.39. Contract Drawing S.3 Change W4x26 beam on line 4 between grid lines D.5 to D.8 to a W2x30 beam. Item No.40. Contract Drawing S.3 Change W4x30 beam on line E between grid lines 6 to 7 to a W2x30 beam. Item No.4. Contract Drawing S.3 Change W4x30 beam on line E between grid lines 9 to 0 to a W2x30 beam. Item No.42. Contract Drawing S.3 Change two W2x4 beams on line E.8 between grid lines 2 to 3 to W2x44 beams. Item No.43. Contract Drawings S.4 Revise Plan note #6 to read All Columns and braces are Architecturally Exposed Structural Steel (A.E.S.S.). Refer to the specifications for surface preparation and finish requirements. Coordinate column and brace locations with Drawings. Item No.44. Contract Drawing S.4 Change W2x9 beam online D between grid lines 6 to 7 to a W8x50 beam. Item No.45. Contract Drawing S2.2 Revise Brace A, see SKS-2. Item No.46. Contract Drawing S2.2 Revised Brace C, see SKS-6. Item No.47. Contract Drawing S2.2 Revise Brace D working point, see SKS-7. Item No.48. Contract Drawing S2.2 Revise Brace H working point, See SKS-8. Item No.49. Contract Drawing S3., Section 6 and Section 7 Delete perimeter drain with crushed stone and filter fabric. Provide continuous bentonite waterstop at bottom of wall. Item No.50. Contract Drawing S3. Revised Foundation Section 9, see SKS-. Item No.5. Contract Drawing S3. Add new Foundation Section 2 at entrance, see SKS-8. Item No.52. Contract Drawing S4. Revised Steel Section 9, see SKS-3. Item No.53. Contract Drawing S4.2 Add new Steel Section 42 at end of bridge at grid line J, see SKS-5. Item No.54. Contract Drawing S5., Wall Elevation C Delete fourteen (4) HSS6x2X/4 vertical girts shown above the elevation 24-8½. Vertical girts below this elevation remain. Item No.55. Contract Drawing ED. Replace Drawing ED. within Early Bid Package. Item No.56. Contract Drawing ED. Revise Demo Plan, see SKE-.

MCC Student Center Addition Page 5 March 3, 202 Item No.57. Contract Drawing ED. Revise Demo Plan, see SKE-2. Item No.58. Contract Drawing ES. Add Site Electrical Plan to Early Bid Package. Item No.59. Contract Drawing FP. Revise Lobby Area, see SKFP-. Item No.60. Contract Drawing MD. Revise Demo Plan, see SKM-. Item No.6. Contract Drawing MD. Revise Demo Plan, see SKM-3. Item No.62. Contract Drawing MD.2 Revise Demo Plan, see SKM-2. Attachments: Specifications Sections Issued with this Addendum: None Drawings issued with this Addendum: ED. First Floor Part Plan - Electrical Demolition revision date 03-2-2 ES. Site Plan Electrical revision date 03-2-2 Sketches issued with this Addendum: SKA- SKS- through SKS-2 SKE- and SKE-2 SKM- through SKM-3 SKFP- END OF ADDENDUM No.

55 Dow Street, Suite 400, Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283 www.lbpa.com A B C SEE SKE - 2 D Manchester Community College SEE SKE - 2 NEW STUDENT CENTER ADDITION E 066 Front Street Manchester NH, 0302 F SEE SKE- NO. DESCRIPTION DATE Addendum No. 3-2-2 SEE SKE- G N H KEY PLAN CONTENT: FIRST FLOOR PART PLAN ELECTRICAL DEMOLITION DRAWN BY: PJM PROJECT NO: I -060-00 DATE: 03/0/2 REVISED: AS INDICATED ED. Project Phase Early Bid Package GMP Set J 2 3 4 5 6 7 8 9 0 2 3 4 ASSOCIATION. ALL RIGHTS RESERVED. NO REPRODUCTION WITHOUT PERMISSION.

55 Dow Street, Suite 400, Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283 www.lbpa.com A B C D Manchester Community College E NEW STUDENT CENTER ADDITION 066 Front Street Manchester NH, 0302 F NO. DESCRIPTION DATE G N H CONTENT: SITE PLAN - ELECTRICAL DRAWN BY: PJM I PROJECT NO: DATE: REVISED: -060-00 03/0/2 AS INDICATED ES. Project Phase GMP Set J COPYRIGHT 202 BY LAVALLEE/BRENSINGER PROFESSIONAL ASSOCIATION. ALL RIGHTS RESERVED. NO REPRODUCTION WITHOUT PERMISSION. 2 3 4 5 6 7 8 9 0 2 3 4

eu EXISTING SLAB TO REMAIN ev EXISTING ROOF TO REMAIN REMOVE EXISTING EXTERIOR MASONRY WALL (CMU AND BRICK VENEER SYSTEMS) REMOVE FLOORING AND CEILING FINISHES EXISTING SECURITY OFFICE NOTE: OTHER DEMOLITION NOTES THAT DO NOT REFER TO ITEMS INDICATED ABOVE SHALL REMAIN REQUIREMENTS AS NOTED ON DRWG AD. EXISTING SECURITY OFFICE DEMO 55 Dow Street, Suite 400 Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283-060-00 /8" = '-0" DATE: RL 03-3-2 SKA-

CL SUPPORT CL SUPPORT L EQUAL d/8 EQUAL d/3 d/3 d/3 d/3 MAX. d (4" MINIMUM) 2'0" ZONE ZONE 2 ZONE 2'0" L/3 L/3 L/3 NOTES:. THE NUMBER, SIZES, AND LOCATIONS OF OPENINGS REQUIRED THROUGH STEEL BEAMS AND GIRDERS SHALL BE DETERMINED BY THE GENERAL CONTRACTOR AND SHOWN ON THE SHOP DRAWINGS SUBMITTED FOR ENGINEER'S REVIEW. REFER TO ALL THE DRAWINGS IN THE SET. FIELD CUTTING OPENINGS IS NOT PERMITTED. FIELD DRILLING OPENINGS OR PLASMA CUTTING MAY BE PERMITTED WITH THE SPECIFIC APPROVAL OF THE STRUCTURAL ENGINEER. 2. OTHER SPECIAL OPENING CASES MAY BE SHOWN ON THE STRUCTURAL DRAWINGS. 3. ALL OPENINGS ARE TO BE SHOWN ON THE SHOP DRAWINGS AND SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION SINCE IN SOME CASES MODIFICATIONS MAY BE REQUIRED. SMALL BEAM PENETRATION STEEL CONSTRUCTION S9 SMALL BEAM PENETRATION TYPICAL DETAIL 55 Dow Street, Suite 400 Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283 2024 3/4" = '0" DATE: 03/0/2 SKS 3/9/202 4:43:08 PM

C 7'8 /2" D EL 24' 4 /2" HSS6X6X5/6 W4X30 (± 0 KIPS) EL 2' 2" HSS6X6X5/6 (± 0 KIPS) W2X40 (8) EL 0' 0" HSS6X6X5/6 (± 25 KIPS) HSS6X6X5/6 (± 25 KIPS) S2.2 TYP A BRACE A /8" = '0" REVISED BRACE A/S2.2 55 Dow Street, Suite 400 Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283 2024 /8" = '0" DATE: 03/07/2 SKS2 3/9/202 4:43:08 PM

D.5 D.8 D.6 0.8 2 C.J. HSS2X6X3/8 BP2GBR, AB22 BP EL 20'2" F9 [25' 2 6"] HSS6X6X/4 BP2A BP EL 20'2" SKS8 S2.2 HSS2X6X3/8 BP2G, AB22 BP EL 20'2" 3 S3. F9 [25' 2 6"] F9 [25' 2 6"] Sim BRACE H for BRACE H SKS8 C.J..2 P25BR2 P2 2'5" P25 P2 P2 F4.0 [26' 2 0"] HSS6X6X/4 BP2A BP EL 20'2" F4.0 [25' 2 6"] HSS6X6X/4 BP2A BP EL 20'2" F4.0 [26' 2 0"] 0 S3. Sim HSS6X6X/4 BP A BP EL 20'2" HSS6X6X3/8 BP2C BP EL 20'2' PC4 5'0" e7 2.8 '8" (E)W2x26 4 S3. eq er E P25 F4.0 [24' 2 9"] P26 '4" es F9 [25' 2 6"] FOUNDATION PLAN PART PLAN /8" = '0" e7 NEW COLUMN D.6.2 55 Dow Street, Suite 400 Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283 2024 /8" = '0" DATE: 03/07/2 SKS3 3/2/202 4:5:26 PM

.2.8 2 D.2 D.5 D.8 E SKS8 S2.2 W2X6 (2) eq er es SECOND FLOOR FRAMING PART. PLAN /8" = '0" e7 3 e6 BRACE H for BRACE H W2X9 (0) W2X30 (0) SKS8 W2X30 W2X6 (E)4B26 (E)6K4 (E)6K4 D.6 7 S4. W2X4 (8) W2X4 (8) (E)W6x45 W2X44 W2X26 (20) W2X4 (6) W2X44 (20) C2X25 (E)6K5 (E)6K5 (E)6K5 2.8 W2X4 (0) W2X4 (0) W2X4 (0) (E)6K5 (E)6K5 (E)4B26 (E)6K4 (E)6K4 4 S4. 2'5" 6'0" W2X6 (2) W2X4 (2) 5 S4. (E)W6x45 6 S4. W2X4 W2X4 W2X4 W2X4 W2X4 (E)6K5 W2X4 (E)6K5 Wall Elevation D W2X4 D W2X44 (24) W2X4 (4) S5. S5. E Wall Elevation E 2'0" HSS6X6X/4 POST UP NEW COLUMN D.6.2 55 Dow Street, Suite 400 Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283 2024 /8" = '0" DATE: 03/07/2 SKS4 3/2/202 4:5:26 PM (E)6K5 W2X4 (E)6K5 W2X4 (E)6K5 W2X4 (E)4B26 (E)6K4 (E)6K4

.2.8 2 S5. E D.5 SKS8 S2.2 BRACE H for BRACE H SKS8 Wall Elevation E 2.8 (E)C0x5.3 (E)W0x5 40 D.6 W2X4 W2X30 W2X4 W2X4 W6X3 S4.2 W2X4 er D.8 W2X4 W6X3 W2X4 W6X3 (E)W0x5 W2X4 W2X4 W2X4 3 S4.2 E W2X6 W2X4 W2X44 es e7 3e6 LOW ROOF FRAMING PART PLAN /8" = '0" NEW COLUMN D.6.2 55 Dow Street, Suite 400 Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283 2024 /8" = '0" DATE: 03/07/2 SKS5 3/2/202 4:5:27 PM

5 /2" COMPOSITE CONCRETE SLAB W2 CANTILEVER SEE SECTION 4/S4. FOR MORE INFO 9" 2 '6" MAX BOTTOM FLANGE PLATE TO MATCH W2 FLANGE SHOP WELD PROVIDE DETAIL AT W2 CANTILEVERS ON GRID LINES: D.24, D.54, D.84, G9, G0, AND G2. 2 Steel Section 2 3/4" = '0" REVISED W2 BEAM CANTILEVER 55 Dow Street, Suite 400 Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283 2024 3/4" = '0" DATE: 03/08/2 SKS6 3/2/202 4:5:27 PM

E D.8 D.5 D.2 W2X26 HSS6X6X5/6 (± 5 KIPS) W2X26 HSS6X6X5/6 (± 5 KIPS) HSS6X6X5/6 (± 30 KIPS) W2X30 '0" W2X30 HSS6X6X5/6 (± 30 KIPS) W2X45 (8) W2X45 (8) 28"ø HSS6X6X3/8 (± 40 KIPS) 28"ø HSS6X6X3/8 (± 40 KIPS) '0" MIN TYP 24"ø 36"ø 9'0" 5'7" 8'7" 3'8" 6'2" 9'4" 8'9" 4'7" 36"ø '2" New Basement 3' 4" D BRACE D /8" = '0" REVISE BRACE D WORKING POINT 55 Dow Street, Suite 400 Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283 2024 /8" = '0" DATE: 03/08/2 SKS7 3/2/202 4:5:28 PM

D.2 D.5 D.8 8'0" 8'0" W2X26 W2X26 HSS6X6X/4 (± 5 KIPS) HSS6X6X/4 (± 5 KIPS) W2X30 '0" W2X30 HSS6X6X5/6 (± 30 KIPS) HSS6X6X5/6 (± 30 KIPS) W2X30 W2X30 (0) HSS6X6X3/8 (± 40 KIPS) HSS6X6X3/8 (± 40 KIPS) H BRACE H /8" = '0" REVISE BRACE H WORKING POINT 55 Dow Street, Suite 400 Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283 2024 /8" = '0" DATE: 03/08/2 SKS8 3/2/202 4:5:29 PM

G 2'4" '0" 4" INTERIOR SLAB ON GRADE #4 DOWELS @ 6" o.c. 8" #4@6" #4@6" ALTERNATE DIRECTION OF LEG CONT. 2#5 '0" 8" 8" 8" SECTION IS LOCATED ON DRAWING S., GRID LINE G BETWEEN GRID LINES 6 TO 7. 20 Foundation Section 20 /2" = '0" FOUNDATION SECTION AT FIREPLACE SURROUND 55 Dow Street, Suite 400 Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283 2024 /2" = '0" DATE: 03/08/2 SKS9 3/2/202 4:5:29 PM

2 6'0" 8'0" G.9 J 2'3" '0" HSS8X8X5/6 BP2DBR, AB22 BP EL 0'2" P2BR P2BR 9 SKS SKS6 S2.2 BRACE C F2x6.5 [24' 2 0"] P2BR P2BR HSS8X8X5/6 BP2DBR, AB22 BP EL 0'2" FACE OF EXISTING BUILDING 0' HSS8X8X5/6 BP2DBR, AB22 BP EL 0'2" 2.4 HSS8X8X5/6 BP2DBR, AB22 BP EL 0'2" EXISTING SLAB ON GRADE A' B' C' FOUNDATION PART PLAN /8" = '0" REVISED END OF BRIDGE FOUNDATION 55 Dow Street, Suite 400 Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283 2024 /8" = '0" DATE: 03/09/2 SKS0 3/2/202 4:5:29 PM

G.9 2'3" J '0" 0' EXISTING CMU WALL TOP OF PILASTER TO MATCH HEIGHT OF EXISTING BRICK SHELF EXISTING SLAB ON GRADE PILASTER SEE DETAILS 3'3" 2'3" DRILL AND GROUT #5@2" o.c. (8" MIN EMBEDMENT) 2'0" FOOTING #6@2" EACH WAY TOP AND BOTTOM MATCH EXISTING ELEVATION 4'0"± 9 Foundation Section 9 /2" = '0" REVISED END OF BRIDGE FOUNDATION SECTION 55 Dow Street, Suite 400 Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283 2024 /2" = '0" DATE: 03/09/2 SKS 3/2/202 4:5:30 PM

2 S4. HSS20X8X3/8 F2 HSS20X8X3/8 SKS6 S2.2 G.9 HSS5X5X/4 W8X0 POST UP FROM EXISTING CMU J 2'3" BRACE C W2X26 (6) W2X26 (6) W2x22 CANTILEVER BOTH SIDES 0' 9 SKS3 W8X0 2.4 (E)22K7 (E)22K7 (E)22K7 (E)22K7 (E)22K7 (E)22K5 (E)22K5 (E)22K5 A' B' C' Second Floor Framing Part. Plan /8" = '0" REVISED END OF BRIDGE LEVEL 2 55 Dow Street, Suite 400 Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283 2024 /8" = '0" DATE: 03/09/2 SKS2 3/2/202 4:5:30 PM

0' J G.9 2'0" ± 2'3" NEW HSS COLUMN PROVIDE BOXOUT FOR EXPANSION JOINT COVERS SEE ARCH DWGS (TYP) 5/8"x7"x0'" BASE PLATE WITH 45/8"ø ADHESIVE ANCHORS (8" EMBED) EXISTING CONCRETE SLAB 2" EXP. JOINT '6" 2" EXP. JOINT '3" 0" 5 /2" COMPOSITE CONCRETE SLAB L4x4x3/8 SHIP LOOSE FIELD WELD EXISTING CMU WALL GROUT SOLID AT COLUMN REMOVE BRICK AS REQUIRED L6x6x/2 WITH STIFFENED SEAT FULL CAPACITY WELDED MOMENT CONNECTION AT TOP AND BOTTOM FLANGE 9 Steel Section 9 3/4" = '0" REVISED END OF BRIDGE LEVEL 2 SECTION 55 Dow Street, Suite 400 Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283 2024 3/4" = '0" DATE: 03/09/2 SKS3 3/2/202 4:5:3 PM

2 W8X0 W8X0 W8X40 W8X0 W8X40 W8X0 SEE DRAWING S.4 G.9 0' J SKS6 S2.2 2'3" BRACE C W8X0 HSS2X8X/4 W2X26 42 SKS5 2.4 A' B' C' LOW ROOF FRAMING PART PLAN /8" = '0" REVISED END OF BRIDGE LOW ROOF 55 Dow Street, Suite 400 Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283 2024 /8" = '0" DATE: 03/09/2 SKS4 3/2/202 4:5:3 PM

0' J G.9 4" 4" '4" '" CONT. 3/8"x2'5" PLATE 4" 0" WOOD BLOCKING SEE ARCH DWGS /2"ø BOLT @ 36" o.c. CONT. /4"x0" PLATE T.O. STEEL CONT. L4x4x3/8 DECK SUPPORT ANGLE /4"x6" SIDE PLATES FIELD WELD TO HSS2X8 L4x4x3/8 SEAT ANGLE 42 Steel Section 42 3/4" = '0" REVISED END OF BRIDGE LOW ROOF SECTION 55 Dow Street, Suite 400 Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283 2024 3/4" = '0" DATE: 03/09/2 SKS5 3/2/202 4:5:3 PM

2.4 8'0" 2 W2X26 (6) HSS6X6X/4 (± 0 KIPS) HSS6X6X/4 (± 0 KIPS) PROVIDE BRACE AT LINE J AND AT LINE G.9 C BRACE C /8" = '0" REVISED END OF BRIDGE BRACING ELEVATION 55 Dow Street, Suite 400 Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283 2024 /8" = '0" DATE: 03/09/2 SKS6 3/2/202 4:5:32 PM

e4 e2 4" SLAB ON GRADE DEDUCT ALTERNATE # HSS5X5X/4 BP2A BP EL 20'27" 2 SKS8 5'2" P22 SIM F3.0 [24' 2 6"] P2 2'0" ± e2 HSS6X6X/4 BP EL 20'27" BP2A ev 4 e4 F4.0 [24' 2 9"] P 8" 8" HSS6X6X3/8 BP2A BP EL 20'27" F4.0 [24' 2 9"] H. 0' EXISTING SLAB ON GRADE 4" SLAB ON GRADE EL 0'0" 5'0" 2'0" H HSS6X6X3/8 BP2J BP EL 0'2" 2'3 /4" P 6 S3. Sim HSS6X6X/4 BP EL 20'27" BP2A ' O' F4.0 [24' 2 9"] 8" FOUNDATION PART. PLAN /8" = '0" H.3 FOUNDATION PLAN AT ENTRANCE 55 Dow Street, Suite 400 Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283 2024 /8" = '0" DATE: 03/09/2 3/2/202 4:5:32 PM SKS7

SLAB ON GRADE #4 DOWELS @ 6" o.c. 8" T.O. SLAB EL 0' 0" #5@2" VERTICAL #4@2" HORIZONTAL '0" CONT 3#5 8" 8" 8" 2'0" 2 Foundation Section 2 /2" = '0" NEW FOUNDATION SECTION AT ENTRANCE 55 Dow Street, Suite 400 Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283 2024 /2" = '0" DATE: 03/09/2 SKS8 3/2/202 4:5:33 PM

E.5 8'3" FOOTING STEP FOOTING STEP 2 '8" [ 3' 0" ] [ 0' 0" ] W4X22 (7) P22 4'6" HSS6X6X/4 BP2A BP EL 20'24 /2" C.J. HSS6X6X/4 BP2E BP EL 20'27" W4X22 (23) HSS6X6X/4 BP2A BP EL 20'27" P24 F5 [2' 22"] P23 F4.0 [2' 2"] 7 S2.2 '0" Basement South Wall E.8 3'6" '0" 3 S3. '0" 4" EXTERIOR SLAB ON GRADE Sim [ 0' 0" ] 6 S3. Sim [ 7' 0" ] FOOTING STEP P3 SIM HSS8X8X3/8 BP2D BP EL 20'27" G '0" F4.0 [28' 2 "] [ 7' 0" ] FOOTING STEP '0" 2.4 FOUNDATION PART. PLAN /8" = '0" ADDED FROST WALLS AT DOOR 55 Dow Street, Suite 400 Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283 2024 /8" = '0" DATE: 03/2/2 SKS9 3/2/202 4:5:33 PM

3 e6 '8" SLAB ON GRADE HSS COLUMN EXISTING W COLUMN PILASTER SEE DETAILS FOUNDATION WALL SEE SECTION 8/S3. EXISTING PILASTER '0" MIN EXISTING FOOTING FOOTING SEE SCHEDULE MATCH BOTTOM OF EXISTING FOOTING DRILL & GROUT #5@2" o.c. (8" MIN EMBED) FOUNDATION SECTION CUT AT GRID LINE 3eT FACING NORTH. 22 Foundation Section 22 /2" = '0" NEW FOUNDATION SECTION 22 AT 3eT 55 Dow Street, Suite 400 Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283 2024 /2" = '0" DATE: 03/2/2 SKS20 3/2/202 4:5:34 PM

3 4 6 E W2X44 (22) W2X4 (0) W2X4 (8) W2X4 (0) W2X4 (0) W2X4 (4) W2X50 (42) W2X44 (6) S2.2 BRACE F W2X40 (20) 0' 5/8" E.5 7'0" 6'8" W2X44 (2) W2X4 (8) W2X4 (8) W2X44 (6) 5" E.O.D. TYP W2X55 (42) 4 S4. Sim W2X44 (0) E.8 R=40 KIPS W2X44 (4) R=30 KIPS 0" 6'7" 6" E.O.D. HSS2X8X3/8 COORD. WITH STAIR LANDING W2X4 (22) 4 S4. Sim W2X44 (8) W2X4 (20) BRACE J W2X9 W2X26 S2.2 G Second Floor Framing Part. Plan /8" = '0" ADDED HEADER AT STAIRS 55 Dow Street, Suite 400 Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283 2024 /8" = '0" DATE: 03/2/2 SKS2 3/2/202 4:5:34 PM

5 XACV 4 4 5 9 25 ACV 24 ACV 24 T 9 9 24 XS XS XL XL 9 XACV 4 3 3 24 5 T 4 XHWR XHWS T K' L' M' N' 4 G.9 K XS XL 3/2/202 5:50:00 PM EARLY BID PACKAGE, ADDENDUM 2 PROJECT: NEW STUDENT CENTER ADDITION -060-00 /8" = '-0" DATE: 03/3/2 REF. DRAWING MD. SKM- 66 Jackson Street Littleton, NH 0356 603.444.6578 www.yeatonassociates.com 083ME 55 Dow Street, Suite 400, Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283 www.lbpa.com

5 2 2 3 7 6 5 2 2 3 6 6 3 3 7 4 K' L' M' N' 66 Jackson Street Littleton, NH 0356 603.444.6578 www.yeatonassociates.com 083ME REF. DRAWING MD.2 EARLY BID PACKAGE, ADDENDUM 2 55 Dow Street, Suite 400 Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283 3/2/202 3:02:33 PM -060-00 /8" = '-0" DATE: 03/3/2 SKM-2

MECHANICAL DEMOLITION KEYNOTES. 2. 3. 4. 5. 6. 7. 8. 9. 0. REMOVE EXISTING RADIANT PANEL, THERMOSTAT, CONTROLS, WIRING AND PIPING TO POINTS INDICATED. CAP OR REWORK PIPING WITH NEW AS INDICATED ON NEW WORK PLANS. REMOVE EXISTING DUCT MOUNTED HEATING COIL, ASSOCIATED THERMOSTAT AND PIPING TO POINTS INDICATED. CAP OR REWORK PIPING WITH NEW AS INDICATED ON NEW WORK PLANS. EXISTING DUCT MOUNTED HEATING COIL TO REMAIN AS IS. CLEAN EXISTING COIL AS/IF REQUIRED. EXISTING HWS&R PIPING TO REMAIN AS IS. EXISTING FIN-TUBE RADIATION AND ASSOCIATED CONTROLS TO REMAIN AS IS. EXISTING UNIT HEATER AND ASSOCIATED CONTROLS TO REMAIN AS IS. EXISTING CABINET HEATER AND ASSOCIATED CONTROLS TO REMAIN AS IS. EXISTING GAS FIRED BOILER TO REMAIN AS IS. EXISTING ROOF-MOUNTED CONDENSING UNIT AND ASSOCIATED REFRIGERANT PIPING TO REMAIN AS IS. EXISTING EXPANSION TANKS TO REMAIN AS IS.. 2. 3. EXISTING HOT WATER HEATER TO BE RELOCATED. REMOVE ASSOCIATED CONCRETE EQUIPMENT PAD AND PIPING COMPLETE. REFER TO PLUMBING DRAWINGS FOR ANY ASSOCIATED WORK. REMOVE EXISTING SUPPLY DUCT COMPLETE TO POINTS INDICATED AND ASSOCIATED DIFFUSER(S) COMPLETE. CAP OR REWORK WITH NEW AS INDICATED ON NEW WORK PLANS. REMOVE EXISTING RETURN DUCT COMPLETE TO POINTS INDICATED AND ASSOCIATED GRILLE(S) COMPLETE. CAP OR REWORK WITH NEW AS INDICATED ON NEW WORK PLANS. 4. EXISTING UNIT VENTILATOR AND ASSOCIATED SUPPLY DUCT AND DIFFUSERS TO REMAIN AS IS. 5. REMOVE EXISTING OUTSIDE AIR DUCT COMPLETE TO POINTS INDICATED AND ASSOCIATED LOUVER(S) COMPLETE. CAP OR REWORK WITH NEW AS INDICATED ON NEW WORK PLANS. 6. 7. 8. EXISTING SUPPLY DUCT TO REMAIN AS IS. EXISTING RETURN DUCT TO REMAIN AS IS. EXISTING COMBUSTION AIR INTAKE TO REMAIN AS IS. 9. 20. 2. 22. 23. 24. 25. REMOVE EXISTING INLINE EXHAUST FAN COMPLETE INCLUDING ALL ASSOCIATED CONTROLS, WIRING, DUCTWORK AND GRILLES INDICATED. TURN FAN OVER TO OWNER. REMOVE EXISTING GOOSENECK DUCT ASSEMBLY AND ASSOCIATED CURB COMPLETE TO UNDERSIDE OF ROOF DECK. INSULATE EXISTING DUCT RISER WITH 2" RIGID INSULATION AND CAP DUCT BELOW ROOF DECK. C.M. TO PATCH ROOF. REMOVE ALL MECHANICAL EQUIPMENT INCLUDING DUCTWORK, AIR HANDLERS, PIPING, INSULATION HANGERS, ETC. COMPLETE. REMOVE EXISTING CABINET HEATER, THERMOSTAT, CONTROLS, WIRING AND PIPING TO POINTS INDICATED. CAP OR REWORK PIPING WITH NEW AS INDICATED ON NEW WORK PLANS. REMOVE EXISTING EXHAUST DUCT COMPLETE TO POINTS INDICATED AND ASSOCIATED LOUVER(S) COMPLETE. REWORK WITH NEW AS INDICATED ON NEW WORK PLANS. REMOVE EXISTING HOT WATER SUPPLY AND RETURN PIPING COMPLETE TO POINTS INDICATED. CAP OR REWORK WITH NEW AS INDICATED ON NEW WORK PLAN. REMOVE EXISTING FIN TUBE RADIATION, THERMOSTAT, CONTROLS, WIRING AND PIPING TO POINTS INDICATED. CAP OR REWORK PIPING WITH NEW AS INDICATED ON NEW WORK PLANS. 66 Jackson Street Littleton, NH 0356 603.444.6578 www.yeatonassociates.com 083ME REF. DRAWING MD. EARLY BID PACKAGE, ADDENDUM 2 55 Dow Street, Suite 400, Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283 www.lbpa.com -060-00 2" = '-0" DATE: 03/3/2 SKM-3 3/2/202 5:54:22 PM

REF. DRAWING FP. EARLY BID PACKAGE, ADDENDUM 2 55 Dow Street, Suite 400 Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283-060-00 /8" = '-0" DATE: 03/3/2 SKFP-

REF. DRAWING ED. EARLY BID PACKAGE, ADDENDUM 2 55 Dow Street, Suite 400 Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283-060-00 DATE: 03/3/2 8" = '-0" SKE-

REF. DRAWING ED. EARLY BID PACKAGE, ADDENDUM 2 55 Dow Street, Suite 400 Manchester, NH 030 NH: 603.622.5450 MA: 78.462.7283-060-00 DATE: 03/3/2 N.T.S. SKE-2