16-16 - A1-4 - ROOF DEMOLITION AND WORK PLANS.pdf

1/4" / 12" 1/4" / 12"

EXISTING

ELEVATOR

CAP TO REMAIN

EXISTING ROOF

STRUCTURE

EXISTING ROOF

STRUCTURE

REMOVE EXISTING

RTU AND ROOF CURB

IN ITS ENTIRETY

REMOVE EXISTING

RTU AND ROOF CURB

IN ITS ENTIRETY

REMOVE EXISTING

RTU AND ROOF CURB

IN ITS ENTIRETY

REMOVE EXISTING

RTU AND ROOF CURB

IN ITS ENTIRETY

REMOVE EXISTING ROOFING MEMBRANE

AND INSULATION IN ITS ENTIRETY, REMOVE

AND REPLACE ANY DAMAGED OR WROTTED

EXISTING SHEATHING BOARDS

REMOVE ALL EXISTING PIPE

PENETRATIONS IN THEIR

ENTIRETY (TYPICAL)

REMOVE ALL EXISTING PIPE

PENETRATIONS IN THEIR

ENTIRETY (TYPICAL)

REMOVE ALL EXISTING PIPE

PENETRATIONS IN THEIR

ENTIRETY (TYPICAL)

REMOVE EXISTING ROOF

SURFACE IN ITS ENTIRETY

REMOVE EXISTING ROOF

SURFACE IN ITS ENTIRETY

REMOVE ALL EXISTING

TILE PARAPET CAPS

REMOVE ALL EXISTING

TILE PARAPET CAPS

REMOVE ALL EXISTING

TILE PARAPET CAPS

REMOVE EXISTING ROOF

OPENING, CAP AND CURBS

IN THEIR ENTIRETY

REMOVE EXISTING RUSTED

SHEET METAL, SEALANT &

WATER DAMAGED WOOD

SBS MODIFIED BITUMINOUS ROOFING (WHITE)

OVER 1/2" HIGH DENSITY

POLYISOCYANURATE COVER BOARD

OVER 3 INCHES OF POLYISOCYANURATE

OVER 15/32" THICK SHEATHING

(REFER TO STRUCT. DWGS)

NEW ROOFING ASSEMBLY

SBS MODIFIED BITUMINOUS ROOFING (WHITE)

OVER 1/2" HIGH DENSITY

POLYISOCYANURATE COVER BOARD

OVER 3 INCHES OF POLYISOCYANURATE

OVER 15/32" THICK SHEATHING

(REFER TO STRUCT. DWGS)

NEW ROOFING ASSEMBLY

EXISTING

ELEVATOR

NEW GRAVEL

STOP EDGE

(TYPICAL)

A4.0

A4.0

A4.1

A4.1

A4.0

A4.0

A4.1

A4.1

1 21 21 21

12121

3 3 3 3

12 12 12 12 12

13 13 13

1/2" : 12"

SLOPE

TAPERED

INSULATION

EXISTING SLOPED

STRUCTURE

EXISTING

SLOPED

STRUCTURE

EXISTING

SLOPED

STRUCTURE

EXISTING SLOPED

STRUCTURE

EXISTING SLOPED

STRUCTURE

1/2" : 12"

SLOPE

TAPERED

INSUL.

1/2" : 12" SLOPE

TAPERED

INSULATION

ROOF TOP

OUTSIDE AIR UNIT

AIR COOLED VRV UNITS

AIR COOLED VRV UNITS

18' - 0"

AIR COOLED

VRV UNITS

DEMOLITION PLAN LEGEND

OBJECT TO BE DEMOLISHED

EXISTING OBJECT TO REMAIN

EXISTING WALLS TO REMAIN

DEMOLITION GENERAL NOTES

A. ALL DEMOLITION WORK SHALL BE EXECUTED IN COMPLIANCE WITH ALL

APPLICABLE FEDERAL, STATE, AND LOCAL CODES, LAWS, AND

REGULATIONS.

B. CONTRACTOR IS TO COORDINATE ALL UTILITY DISCONNECTION WORK

PRIOR TO START OF DEMOLITION WORK.

C. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING

FOR ALL PERMITS, INSPECTIONS, TESTS, ETC. THAT MAY BE REQUIRED

FOR ALL DEMOLITION WORK.

D. CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL MEANS AND METHODS

OF ALL DEMOLITION WORK AND FOR PROVIDING ALL NECESSARY

TEMPORARY PROTECTION AS NECESSARY FOR THE SAFETY AND

STABILITY OF ALL EXISTING ELEMENTS AND STRUCTURE TO REMAIN.

E. CONTRACTOR SHALL MAINTAIN EXISTING ACCESS TO ADJACENT

PROPERTY DURING DEMOLITION/CONSTRUCTION.

F. CONTRACTOR SHALL VISIT THE SITE AND FACILITY TO VERIFY ALL

EXISTING CONDITIONS AND VERIFY THE SCOPE OF WORK INDICATED

BY ALL CONTRACT DOCUMENTS; FAILURE TO REASONABLY

DETERMINE AND/OR ANTICIPATE THE IMPACT OF THE SCOPE OF

WORK ON EXISTING CONDITIONS SHALL NOT BE JUSTIFICATION

FOR ADDITIONAL COMPENSATION; ANY DISCREPANCIES DISCOVERED

IN THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELY REPORTED

TO ARCHITECT PRIOR TO SUBMISSION OF BID.

G. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING

FIXTURES AND EQUIPMENT THAT REMAINS WITHIN BUILDING OR ON

SITE, UNLESS NOTED OTHERWISE.

H. UNLESS NOTED OTHERWISE, ALL DEMOLISHED MATERIAL AND

EQUIPMENT IS TO BECOME THE PROPERTY OF THE CONTRACTOR

AND SHALL BE REMOVED FROM THE SITE IN A MANNER THAT IS SAFE

AND COMPLIANT WITH MUNICIPAL, STATE, AND FEDERAL

REGULATIONS; NO ON-SITE SALE OF MATERIALS IS ALLOWED.

I. CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION AGAINST

WEATHER INFILTRATION AND CONSTRUCTION ACTIVITIES FOR ALL

EXISTING CONSTRUCTION TO REMAIN DURING THE DEMOLITION AND

CONSTRUCTION PROCESS TO PREVENT DAMAGE TO EXISTING

FINISHES OR MATERIALS THAT ARE TO REMAIN.

J. ALL DEMOLITION WORK PERFORMED IN EXCESS OF THAT INDICATED

ON PLANS AND ANY DAMAGE TO EXISTING-TO-REMAIN

CONSTRUCTION SHALL BE PATCHED, REPAIRED, AND/OR REPLACED

TO "LIKE-NEW" CONDITION AT CONTRACTOR'S EXPENSE.

K. ALL INFILL OR REPLACEMENT WORK SHALL MATCH EXISTING

CONDITIONS IN MATERIALS, CONSTRUCTION, AND FINISH, UNLESS

SPECIFICALLY NOTED ELSEWHERE IN THE DEMOLITION

DOCUMENTS; MATERIAL NOT SPECIFICALLY SPECIFIED SHALL BE

EQUAL IN QUALITY TO EXISTING MATERIAL OR LIKE KIND;

GUARANTEE ALL WORKMANSHIP, MATERIAL, AND PERFORMANCE FOR

A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE (UNLESS

OTHERWISE NOTED).

L. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL

COMPONENTS IN SUCH A WAY AS TO NOT DAMAGE OR OTHERWISE

COMPROMISE EXISTING STRUCTURE-TO-REMAIN.

M. NOTIFY ARCHITECT AND STRUCTURAL ENGINEER REGARDING

PRE-EXISTING OR CONCURRENT COMPROMISED CONDITIONS

(INCLUDING EXCESSIVE CORROSION, WARPING, OR DEFLECTION)

THAT IS OBSERVED IN EXISTING STRUCTURE-TO-REMAIN (INCLUDING,

BUT NOT LIMITED TO, STEEL DECK, JOISTS, BEAMS, AND COLUMNS).

NEW WORK - ROOF GENERAL NOTES

A. ALL ROOFING, FLASHING & INSTALLATION TO BE INSTALLED PER ROOFING

MANUFACTURER'S RECOMMENDED STANDARDS.

B. REFER TO ROOF PLAN FOR ROOF SLOPES. ALL ROOF SLOPES TO BE 1/4" PER FOOT MIN.

CRICKETS TO SLOPE 1/2" PER FOOT MIN.

NEW WORK CODED NOTES

1. PRE-FINISHED ALUMINUM CHIMNEY CAP, REFER TO DETAILS.

2. RE-EMBED AND TUCKPOINT LOOSE MASONRY AS REQUIRED.

3. PRE-FINISHED ALUMINUM PARAPET CAP, REFER TO DETAILS.

4. REWORK EXISTING EXTERIOR WALL AFTER REMOVEAL OF EXISTING

ROOFING, AS REQUIRED FOR STRUCTURAL STABILITY, REPLACE ALL

WATER DAMAGED WOOD, WITH P.T. WOOD STUDS AND 3/4"

EXTERIOR GRADE PLYWOOD..

5. PRE-FINISHED ALUMINUM GRAVEL STOP EDGE, REFER TO DETAILS.

6. RE-FLASH EXISTING THRU WALL SCUPPER TO CONDUCTOR HEAD.

7. NEW INTERNAL ROOF DRAIN / OVERFLOW DRAIN COMBO, REFER TO

DETAILS AND MEP DRAWINGS.

8. "SOLATUBE" SKYLIGHT, REFER TO DETAIL 4/A4.0.

9. INFILL EXISTING PORTION OF ROOF AFTER REMOVAL OF EXISTING

ROOF TOP UNITS, REFER TO DETAILS AND STRUCTURAL DRAWINGS.

10. VENT THRU ROOF, REFER TO DETAILS AND MEP DRAWINGS.

11. ROOF HATCH, REFER TO DETAILS.

12. CONTINUE ROOFING MEMBRANE UP AND OVER WALL.

13. ROOFING CRICKET.

14. NEW PRE-FINISHED ALUMINUM CORNER COVER, SECURED TO

EXISTING CORNICE/WALL. SHAPE ALUMINUM EDGE TO MATCH

CORNICE. EXTEND ALUMINUM UP AND UNDER NEW GRAVEL STOP

EDGE. PROVIDE CONTINUOUS SEALANT AROUND ALL EDGES AND

AT ALL RIVITS/CONNECTIONS AND ATTACHMENTS. REPLACE ALL

WATER DAMAGED WOOD MEMBERS WITH 2x P.T. WOOD STUDS AND

3/4" EXTERIOR GRADE PLYWOOD.

15. SAFETY RAILING, BASIS OF DESIGN: KEE SAFETY,NON-PENETRATING

ROOF RAILING SYSTEM, FULLY GALVANIZED, COLOR - GALVANIZED

GREY, WITH KEE GUARD POST WEIGHTED BASE.

16. WALKWAY PADS AS PER ROOFING MANUFACTURER'S

RECOMMENDATION, REFER TO SPECIFICATIONS.

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APPROVED FOR PROGRAM CONCEPT ONLY

APPROVED FOR PROGRAM CONCEPT ONLY

DATE

DATE

ENGINEERING

DIVISION OF

AGENCY

AUTHORIZED AGENT

FOR INTENT ONLY

DIV. OF ENGR.

REVIEWED

ENGR. ACCT. NO.

DRAWING NO.

DATE

A&E FILE NO.

CHECKED BY

SHEET DRAWN BY

RECORD DATE

DATEREVISIONS

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES MANAGEMENT

DIVISION OF ENGINEERING

FRANKFORT, KENTUCKY

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A b o d e B u il d in g R e n o v a ti o n rh in s o n .r v t

A1.4

ROOF DEMOLITION AND WORK

PLANS

470-C5N5-NC11-01

GATEWAY URBAN CAMPUS

09/25/14

201114.02

BB

REH

PROFESSIONAL SERVICES CLASSROOM CENTER

438-440 Scott St., Covington, KY 41011

SCALE: 1/4" = 1'-0"A1.4

7 ROOF PLAN - DEMOLITION

SCALE: 1/4" = 1'-0"A1.4

8 ROOF PLAN - NEW WORK

NORTH

PLAN

NORTH

PLAN AS-BUILT

12-18-15

RECORD DRAWINGS

THESE RECORD DRAWINGS HAVE BEEN PREPARED IN PART, ON THE BASIS OF INFORMATION COMPILED BY OTHERS. THE ARCHITECT/ENGINEER HAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATION, AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE

INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS.