EXTERIOR RESTORATION PROJECT
UNIVERSITY
Construction Services
170 Long Lane
Middletown, CT 06457
WEST ELEVATION
SHANKLIN LAB
WESLEYAN
EXISTING BUILT-IN GUTTERS
237 CHURCH STREET
EXISTING
CORNICE, SOFFIT
& FRIEZE
MAJOR MAINTENANCE FY15
EXISTING BALUSTRADE W/
COPPER COPING CAP
NOTE: ALL REPAIR AND RESTORATION WORK REQUIRED IS
ABOVE THIS LINE (TYP. FOR ALL PHOTO SHEETS),
EXISTING SLATE
ROOF
DATE: 1/20/14
REVISIONS
A-1
NOTE: REFERENCE PROJECT MANUAL DATED 1/20/14 FOR THE BALANCE OF PROJECT
REQUIREMENTS & SPECIFICATIONS (THIS NOTE APPLIES TO ALL PHOTO SHEETS).
SHEET 1 OF 13
EXISTING LIMESTONE PILASTER
– NO WORK REQUIRED (TYP).
EXTERIOR RESTORATION PROJECT
EXISTING
CORNICE, SOFFIT
& FRIEZE
UNIVERSITY
Construction Services
170 Long Lane
Middletown, CT 06457
WESLEYAN
NOTE: ALL REPAIR AND
RESTORATION WORK
REQUIRED IS ABOVE THIS
LINE (TYP. FOR ALL PHOTO
SHEETS).
SHANKLIN LAB
EXISTING
SLATE ROOF
237 CHURCH STREET
EXISTING BUILT-IN
GUTTERS (TYP.)
MAJOR MAINTENANCE FY15
EXISTING ARCHED
DORMERS
EXISTING BALUSTRADE W/
COPPER COPING CAP
DATE: 1/20/14
REVISIONS
NORTH / WEST ELEVATION
A-2
SHEET 2 OF 13
DATE: 1/20/14
REVISIONS
NORTH ELEVATION
A-3
SHEET 3 OF 13
EXTERIOR RESTORATION PROJECT
SHANKLIN LAB
237 CHURCH STREET
MAJOR MAINTENANCE FY15
UNIVERSITY
WESLEYAN
Construction Services
170 Long Lane
Middletown, CT 06457
DATE: 1/20/14
REVISIONS
EAST ELEVATION
A-4
SHEET 4 OF 13
EXTERIOR RESTORATION PROJECT
SHANKLIN LAB
237 CHURCH STREET
MAJOR MAINTENANCE FY15
UNIVERSITY
WESLEYAN
Construction Services
170 Long Lane
Middletown, CT 06457
EXISTING BALUSTRADE W/
COPPER COPING CAP
MAJOR MAINTENANCE FY15
EXISTING
CORNICE, SOFFIT
& FRIEZE
EXTERIOR RESTORATION PROJECT
DORMERS (TYP).
UNIVERSITY
Construction Services
170 Long Lane
Middletown, CT 06457
WESLEYAN
EXISTING
SLATE ROOF
SHANKLIN LAB
EXISTING BUILT-IN
GUTTERS (TYP.)
237 CHURCH STREET
NOTE: ALL REPAIR AND
RESTORATION WORK
REQUIRED IS ABOVE THIS
LINE (TYP. FOR ALL PHOTO
SHEETS).
EXISTING ARCHED
DATE: 1/20/14
REVISIONS
SOUTH ELEVATION
A-5
SHEET 5 OF 13
DATE: 1/20/14
REVISIONS
TYPICAL COPPER CAP WITH COPING JOINT
OVER BALUSTRADE
TYPICAL BALUSTRADE CLOSE-UP SHOWING
COPING JOINT
A-6
SHEET 6 OF 13
EXTERIOR RESTORATION PROJECT
SHANKLIN LAB
237 CHURCH STREET
MAJOR MAINTENANCE FY15
UNIVERSITY
WESLEYAN
Construction Services
170 Long Lane
Middletown, CT 06457
EXTERIOR RESTORATION PROJECT
SHANKLIN LAB
237 CHURCH STREET
MAJOR MAINTENANCE FY15
TYPICAL BALUSTRADE
CLOSE-UPS
- NOTE UNSECURED
COPPER FLASHING AT
BASE OF BALUSTRADE
(REFER TO SCOPE)
DATE: 1/20/14
REVISIONS
A-7
SHEET 7 OF 13
UNIVERSITY
WESLEYAN
Construction Services
170 Long Lane
Middletown, CT 06457
EXTERIOR RESTORATION PROJECT
UNIVERSITY
Construction Services
170 Long Lane
Middletown, CT 06457
WESLEYAN
SHANKLIN LAB
237 CHURCH STREET
MAJOR MAINTENANCE FY15
DATE: 1/20/14
REVISIONS
TYPICAL ARCHED DORMERS / WINDOW SASH
TYPICAL CORNICE, SOFFIT & FRIEZE
(CAULK BETWEEN
LIMESTONE PILASTER AND WOOD FRIEZE BOARD PER SCOPE)
A-8
SHEET 8 OF 13
TYPICAL CORNICE & FRIEZE
EXTERIOR RESTORATION PROJECT
SHANKLIN LAB
237 CHURCH STREET
MAJOR MAINTENANCE FY15
TYPICAL BASE OF BALUSTRADE – SHOWING
EXISTING COPPER FLASHING UNSECURED
DATE: 1/20/14
REVISIONS
A-9
SHEET 9 OF 13
UNIVERSITY
WESLEYAN
Construction Services
170 Long Lane
Middletown, CT 06457
TYPICAL BUILT-IN GUTTER
EXTERIOR RESTORATION PROJECT
SHANKLIN LAB
237 CHURCH STREET
MAJOR MAINTENANCE FY15
TYPICAL BUILT-IN GUTTER
DATE: 1/20/14
REVISIONS
A-10
SHEET 10 OF 13
UNIVERSITY
WESLEYAN
Construction Services
170 Long Lane
Middletown, CT 06457
DATE: 1/20/14
REVISIONS
EXISTING BACK SIDE OF BALLUSTRADE SYSTEM - TYPICAL
A-11
SHEET 11 OF 13
EXTERIOR RESTORATION PROJECT
SHANKLIN LAB
237 CHURCH STREET
MAJOR MAINTENANCE FY15
UNIVERSITY
WESLEYAN
Construction Services
170 Long Lane
Middletown, CT 06457
MAJOR MAINTENANCE FY15
SHANKLIN LAB
NOTE:
ALL DIMENSIONS ON THIS
SHEET ARE APPROXIMATE
ONLY AND SHALL BE FIELD
MEASURED BY THE
CONTRACTOR AS
REQUIRED.
237 CHURCH STREET
TYP. COPING JOINT COVER
EXTERIOR RESTORATION PROJECT
UNIVERSITY
Construction Services
170 Long Lane
Middletown, CT 06457
WESLEYAN
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.
DATE: 1/20/14
REVISIONS
PARTIAL WALL SECTION
BALUSTER ELEVATION
A-12
SHEET 12 OF 13
1.
2.
THE CONTRACTOR SHALL PROVIDE A FULL-TIME ON THE JOB
SUPERVISOR/COORDINATOR AT ALL TIMES DURING THE COURSE OF WORK.
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.
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.
2.
ALL CONTRACTOR PERSONNEL WORKING ON THE PROJECT SHALL BE CERTIFIED BY
THE U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA) FOR LEAD BASED PAINT
ACTIVITIES.
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.
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.
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.
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.
3.
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.
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.
8.
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.
SHANKLIN LAB
1.
237 CHURCH STREET
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.
LOGISTIC NOTES
MAJOR MAINTENANCE FY15
5.
UNIVERSITY
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.
EXTERIOR RESTORATION PROJECT
1.
Construction Services
170 Long Lane
Middletown, CT 06457
HAZARDOUS MATERIAL COORDINATION
WESLEYAN
SCOPE OF WORK:
DATE: 1/20/14
REVISIONS
A-13
SHEET 13 OF 13