1. DATE: 1/20/14 REVISIONS Construction Services 170 Long Lane Middletown, CT 06457 WESLEYAN U N I V E R S I T Y A-1 MAJOR MAINTENANCE FY15 WEST ELEVATION NOTE: REFERENCE PROJECT MANUAL DATED 1/20/14 FOR THE BALANCE OF PROJECT REQUIREMENTS & SPECIFICATIONS (THIS NOTE APPLIES TO ALL PHOTO SHEETS). EXISTING SLATE ROOF EXISTING BALUSTRADE W/ COPPER COPING CAP EXISTING BUILT-IN GUTTERS EXISTING CORNICE, SOFFIT & FRIEZE NOTE: ALL REPAIR AND RESTORATION WORK REQUIRED IS ABOVE THIS LINE (TYP. FOR ALL PHOTO SHEETS), 237 CHURCH STREET SHANKLIN LAB EXTERIOR RESTORATION PROJECT SHEET 1 OF 13

2. DATE: 1/20/14 REVISIONS Construction Services 170 Long Lane Middletown, CT 06457 WESLEYAN U N I V E R S I T Y A-2 MAJOR MAINTENANCE FY15 NORTH / WEST ELEVATION EXISTING SLATE ROOF EXISTING BALUSTRADE W/ COPPER COPING CAP EXISTING BUILT-IN GUTTERS (TYP.) EXISTING CORNICE, SOFFIT & FRIEZE NOTE: ALL REPAIR AND RESTORATION WORK REQUIRED IS ABOVE THIS LINE (TYP. FOR ALL PHOTO SHEETS). EXISTING ARCHED DORMERS EXISTING LIMESTONE PILASTER – NO WORK REQUIRED (TYP). 237 CHURCH STREET SHANKLIN LAB EXTERIOR RESTORATION PROJECT SHEET 2 OF 13

3. DATE: 1/20/14 REVISIONS Construction Services 170 Long Lane Middletown, CT 06457 WESLEYAN U N I V E R S I T Y A-3 MAJOR MAINTENANCE FY15 NORTH ELEVATION 237 CHURCH STREET SHANKLIN LAB EXTERIOR RESTORATION PROJECT SHEET 3 OF 13

4. DATE: 1/20/14 REVISIONS Construction Services 170 Long Lane Middletown, CT 06457 WESLEYAN U N I V E R S I T Y A-4 MAJOR MAINTENANCE FY15 EAST ELEVATION 237 CHURCH STREET SHANKLIN LAB EXTERIOR RESTORATION PROJECT SHEET 4 OF 13

5. SHEET 5 OF 13 DATE: 1/20/14 REVISIONS Construction Services 170 Long Lane Middletown, CT 06457 WESLEYAN U N I V E R S I T Y A-5 MAJOR MAINTENANCE FY15 SOUTH ELEVATION EXISTING SLATE ROOF EXISTING BALUSTRADE W/ COPPER COPING CAP EXISTING BUILT-IN GUTTERS (TYP.) EXISTING CORNICE, SOFFIT & FRIEZE NOTE: ALL REPAIR AND RESTORATION WORK REQUIRED IS ABOVE THIS LINE (TYP. FOR ALL PHOTO SHEETS). EXISTING ARCHED DORMERS (TYP). 237 CHURCH STREET SHANKLIN LAB EXTERIOR RESTORATION PROJECT

6. DATE: 1/20/14 REVISIONS Construction Services 170 Long Lane Middletown, CT 06457 WESLEYAN U N I V E R S I T Y A-6 MAJOR MAINTENANCE FY15 TYPICAL BALUSTRADE CLOSE-UP SHOWING COPING JOINT TYPICAL COPPER CAP WITH COPING JOINT OVER BALUSTRADE 237 CHURCH STREET SHANKLIN LAB EXTERIOR RESTORATION PROJECT SHEET 6 OF 13

7. DATE: 1/20/14 REVISIONS Construction Services 170 Long Lane Middletown, CT 06457 WESLEYAN U N I V E R S I T Y A-7 MAJOR MAINTENANCE FY15 TYPICAL BALUSTRADE CLOSE-UPS - NOTE UNSECURED COPPER FLASHING AT BASE OF BALUSTRADE (REFER TO SCOPE) 237 CHURCH STREET SHANKLIN LAB EXTERIOR RESTORATION PROJECT SHEET 7 OF 13

8. DATE: 1/20/14 REVISIONS Construction Services 170 Long Lane Middletown, CT 06457 WESLEYAN U N I V E R S I T Y A-8 MAJOR MAINTENANCE FY15 TYPICAL ARCHED DORMERS / WINDOW SASH TYPICAL CORNICE, SOFFIT & FRIEZE (CAULK BETWEEN LIMESTONE PILASTER AND WOOD FRIEZE BOARD PER SCOPE) 237 CHURCH STREET SHANKLIN LAB EXTERIOR RESTORATION PROJECT SHEET 8 OF 13

9. DATE: 1/20/14 REVISIONS Construction Services 170 Long Lane Middletown, CT 06457 WESLEYAN U N I V E R S I T Y A-9 MAJOR MAINTENANCE FY15 TYPICAL CORNICE & FRIEZE TYPICAL BASE OF BALUSTRADE – SHOWING EXISTING COPPER FLASHING UNSECURED 237 CHURCH STREET SHANKLIN LAB EXTERIOR RESTORATION PROJECT SHEET 9 OF 13

10. DATE: 1/20/14 REVISIONS Construction Services 170 Long Lane Middletown, CT 06457 WESLEYAN U N I V E R S I T Y A-10 MAJOR MAINTENANCE FY15 TYPICAL BUILT-IN GUTTER 237 CHURCH STREET SHANKLIN LAB EXTERIOR RESTORATION PROJECT SHEET 10 OF 13

11. DATE: 1/20/14 REVISIONS Construction Services 170 Long Lane Middletown, CT 06457 WESLEYAN U N I V E R S I T Y A-11 MAJOR MAINTENANCE FY15 EXISTING BACK SIDE OF BALLUSTRADE SYSTEM - TYPICAL 237 CHURCH STREET SHANKLIN LAB EXTERIOR RESTORATION PROJECT SHEET 11 OF 13

12. DATE: 1/20/14 REVISIONS Construction Services 170 Long Lane Middletown, CT 06457 WESLEYAN U N I V E R S I T Y A-12 MAJOR MAINTENANCE FY15 237 CHURCH STREET SHANKLIN LAB EXTERIOR RESTORATION PROJECT PARTIAL WALL SECTION TYP. COPING JOINT COVER BALUSTER ELEVATION NOTE: ALL DIMENSIONS ON THIS SHEET ARE APPROXIMATE ONLY AND SHALL BE FIELD MEASURED BY THE CONTRACTOR AS REQUIRED. SHEET 12 OF 13 FOR BIDDING PURPOSES, ASSUME THE REPAIR AND REPLACEMENT OF 35 COPPER COPING JOINTS ALONG THE ENTIRE BALUSTRADE COPING COVER PER THE TYPICAL COPING JOINT COVER DETAIL.

13. DATE: 1/20/14 REVISIONS Construction Services 170 Long Lane Middletown, CT 06457 WESLEYAN U N I V E R S I T Y A-13 237 CHURCH STREET SHANKLIN LAB EXTERIOR RESTORATION PROJECT MAJOR MAINTENANCE FY15 SCOPE OF WORK: 1.THE PROJECT CONSISTS OF PRIMARILY RESTORATION AND PAINTING OF THE EXISTING CORNICE, SOFFIT, FRIEZE BOARD, BALUSTERS, BALUSTRADE SYSTEM, COPING CAP AND ARCHED DORMER WINDOWS AND TRIM. 2.THE CONTRACTOR SHALL PROVIDE A FULL-TIME ON THE JOB SUPERVISOR/COORDINATOR AT ALL TIMES DURING THE COURSE OF WORK. 3.FOR BIDDING PURPOSES, ASSUME EPOXY, DUTCHMEN, CRACKS AND CHECK FILLING REPAIRS FOR ALL BALUSTERS WITHIN THE BALUSTRADE SYSTEM AROUND THE ENTIRE ROOF PERIMETER. PRIME & PAINT UPON COMPLETION OF ALL PREP AND REPAIR WORK. 4.FOR BIDDING PURPOSES, ASSUME THE REMOVAL AND REPLACEMENT OF ALL FRONT FACE PANELS WITHIN THE BALUSTRADE SYSTEM AROUND THE ENTIRE ROOF PERIMETER, INCLUDING THE FACE PANELS AT ALL FOUR CORNERS. REPLACE WITH EXTERIOR GRADE PLYWOOD TO MATCH EXISTING PANEL THICKNESS. MATCH ALL EXISTING FACE PANEL DETAILS. PROVIDE NEW BLOCKING WITHIN THE EXISTING BALUSTRADE SYSTEM TO ALLOW FOR PROPER FASTENING. SIX SIDE PRIME & PAINT PANELS PRIOR TO INSTALLING. 5.FOR BIDDING PURPOSES, ASSUME THE REPLACEMENT OF 50 BOARD FEET OF DETERIORATED SOFFIT BOARD. ALSO PROVIDE A UNIT PRICE FOR SOFFIT BOARD REPLACEMENT IN THE DESIGNATED SPACE ON THE BID PROPOSAL FORM. 6.CONTRACTOR SHALL MAINTAIN THE EXISTING VERTICAL PANEL WOOD STRIPS ON THE BACK SIDE OF THE ENTIRE PERIMETER BALUSTRADE SYSTEM. SCRAPE, PRIME & PAINT. 7.FOR BIDDING PURPOSES, ASSUME THE REPAIR AND REPLACEMENT OF 35 COPPER COPING JOINTS ALONG THE ENTIRE BALUSTRADE COPING COVER PER THE TYPICAL COPING JOINT COVER DETAIL. 8.UPON COMPLETION OF ALL PREP WORK AND REPAIRS, CONTRACTOR SHALL PRIME AND PAINT THE EXISTING BALUSTRADE SYSTEM AND COPPER COPING CAP – TYPICAL FOR ENTIRE BUILDING PERIMETER. 9.CONTRACTOR SHALL PROVIDE A CONTINUOUS COPPER CLEAT TO SECURE THE EXISTING FLASHING ALONG THE BASE OF THE PERIMETER BALUSTRADE SYSTEM. EMBED IN SILICONE SEALANT ALONG THE ENTIRE BALUSTRADE SYSTEM LENGTH (SEE PARTIAL WALL SECTION DETAIL). 10.CONTRACTOR SHALL PREP, PRIME AND PAINT THE EXISTING SOFFIT, CORNICE AND FRIEZE BOARDS AROUND THE ENTIRE PERIMETER OF BUILDING. CAULK BETWEEN THE TOP OF THE LIMESTONE PILASTER AND BOTTOM OF CORNICE FREEZE BOARD AT EACH CORNER OF THE BUILDING. 11.CONTRACTOR SHALL PREP, PRIME AND PAINT ALL ARCHED WINDOW DORMER TRIM. ALSO, PREP AND PAINT WINDOW SASHES AND MUNTINS. SPOT GLAZE IF REQUIRED. 12.CONTRACTOR SHALL REMOVE ALL DEBRIS WITHIN THE EXISTING BUILT-IN GUTTERS. 1.ADD/ALTERNATE 1: PROVIDE MATERIAL AND LABOR COSTS FOR THE REPLACEMENT OF PERIMETER RUBBER ROOFING THAT TRANSITIONS INTO BUILT-IN GUTTER, METAL FLASHING AND 2 COURSES OF SLATE ROOFING. HAZARDOUS MATERIAL COORDINATION 1. ALL PAINTED SURFACES ARE TO BE TREATED AS POSITIVE FOR LEAD CONTAINING PAINT DUE TO THE CONSTRUCTION OF THE BUILDING PRIOR TO 1978. FEDERAL, STATE, LOCAL AND OSHA REQUIREMENTS ARE TO BE STRICTLY ADHERED TO FOR ALL LEAD REMOVAL. CONTRACTOR SHALL WRAP LEAD WASTE IN 6-MIL PLASTIC AND DISPOSE OF IN OWNER SUPPLIED LEAD DUMPSTER. OWNER SHALL DISPOSE OF LEAD WASTE. 2. ALL CONTRACTOR PERSONNEL WORKING ON THE PROJECT SHALL BE CERTIFIED BY THE U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA) FOR LEAD BASED PAINT ACTIVITIES. 3. CONTRACTOR SHALL PROVIDE CURRENT BLOOD TEST RESULTS FOR ALL EMPLOYEES WORKING ON WESLEYAN PROPERTIES BEFORE THE START OF ANY WORK. MONTHLY REPORTS SHALL BE PROVIDED THEREAFTER AND ALSO UPON COMPLETION OF THE PROJECT. SEE SECTION 01015. LOGISTIC NOTES 1.THE BUILDING WILL BE OCCUPIED AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE A WORK SCHEDULE TO THE OWNER WEEKLY TO COORDINATE ALL WORK. 2.CONTRACTOR SHALL ERECT SCAFFOLDING TO PROVIDE SAFE AND SECURE ACCESS TO THE WORK AREAS. MAINTAIN ACCESS TO ALL EGRESS DOORS AT ALL TIMES. PROVIDE SIGNAGE, BARRICADES AND CAUTION TAPE TO DIRECT PEDESTRIAN TRAFFIC INTO AND OUT OF THE BUILDING. 3.CONTRACTOR SHALL SUBMIT SCAFFOLDING SHOP DRAWINGS TO OWNER FOR REVIEW AND APPROVAL. DRAWINGS SHALL BE STAMPED BY A LICENSED PROFESSIONAL ENGINEER. 4.CONTRACTOR SHALL PROTECT EXISTING EPDM MEMBRANE AND SLATE ROOF DURING CONSTRUCTION. CONTRACTOR SHALL ALSO PROTECT BALLAST ROOF WHEN WORKING ON SOUTH SIDE OF BUILDING. 5.CONTRACTOR SHALL CONTAIN LEAD DEBRIS AND DUST IN ACCORDANCE WITH ALL REQUIRED FEDERAL, STATE AND LOCAL LEAD SAFE PRACTICE REQUIREMENTS. CONTRACTOR SHALL USE WET METHODS TO REDUCE THE AMOUNT OF DUST GENERATED. CONTRACTOR SHALL ALSO NOTE THAT WINDOW AIR CONDITIONING UNITS BELOW WORK AREAS WILL BE OPERATING THROUGHOUT THE DURATION OF THE PROJECT AND THE CONTRACTOR SHALL ENSURE THAT NO LEAD DUST OR DEBRIS FALL INTO THE AIR CONDITIONING INTAKES. COMPLETE CONTAINMENT WITHIN THE WORK AREAS IS REQUIRED. 6. CONTRACTOR SHALL PROTECT EXTERIOR BUILDING FACADE FROM DAMAGE FOR THE DURATION OF THE PROJECT. CONTRACTOR SHALL UTILIZE PROTECTIVE COVERINGS. 7. CONTRACTOR SHALL COORDINATE THE USE OF MOTORIZED LIFTS AND/OR HEAVY EQUIPMENT WITH THE OWNER. CONTRACTOR SHALL PROTECT EXISTING TURF, CONCRETE WALKS AND PAVEMENT AS REQUIRED. DAMAGED TURF, CONCRETE WALKS AND PAVEMENT SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. SHEET 13 OF 13