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GENERAL DEMOLITION NOTES:
A. ALLE%ISTINGCONSTRUCTIONTOREMAINUNLESSOTHERWISE
NOTED.
B. SEE MEP DRAW INGS FOR SCOPE OF MEP DEMOLITION.
G NOTIFYARCHITECTOFANYDIMENSIONALORPHYSICAL
DISCREPANCIES BETWEEN EXISTING CONDITIONS AND
REPRESENTATIONS IN THE DRAWINGS FOR CLARIFICATION PRIO
TO PROCEEDING WITH WORK W THE AFFECTED AREA.
D. CONTRACTOR SHALL COORDINATE WORK TIMES AND POWERI
SERVICEINOISE �ISRUPTIONS WITH OWNER PRIOR TO
COMMENCING WITH WORK.
E CONTRACTOR SHALL PROVIDE TEMPORARV PROTECTION OF
EXISTING FINISHES AND EQUIPMENTAS NEEDED DURING
DEMOLITION/CONSTRUGTION. ANV DAMAGE TO EXISTING
CONSTRUCTION SHALL BE RESTORE� BY CONTRACTOR TO NEW
CONDITION PRIOR TO COMPLETION OF CONSTRUCTION.
ROOF DEMOLITION NOTES:
�HATCHAREAINDICATESMATERIALS/AREATOBE
DEMOLISHE�, $EE ASSOCIATE� NOTE FOR
DESCRIPTION.
Di. DEMOLISH EXISTING METAL COPING I WALL CAP.
D2. DEMOLISH EXISTING METAL PANEL ROOF IN ITS
ENTIRETV, INCWDINGASSOCIATE�TRIMS, EDGES, ETC.
D3. �EMOLISH EXISTING GUTTER AN� DOWNSPOl1TS IN THEIR
ENTIRETV
D4. EXISTING ROOF MEMBRANE AND INSULATION TO REMAIN.
PREPARE SURFACE FOR NEW ROOF OVERLAV SVSTEM.
D5. �EMOLISH ROOF AN� ROOF FRAMING TO ACCOMMODATE NEW
ENTRANCE STRl1CTURE. SEE DEMOLITION SECTION.
D6. EXISTING ROOFTOP EQUIPMENTTO REMAIN. REMOVE EXISTING
RTU'S, INCREASE CURB HEIGHT WHERE REQUIRED. INSTALL NEW
FLASHING/RW F TERMINATIONS TO TIE INTO NEW ROOF OVERLA'
SVSTEM. RESET EXISTING RTII'S ANO MAKE FULLV FUNCTIONAL.
THIS PROCESS WILL RE�UIRED CLOSE COORDINATION WITH
LANDLORD ANO EXISTING TENANTS.
ATALL OTHER EXISTING ROOF PENTETRATIONS, INSTALL NEW
BOOT/FLASHINGS TO BE INTEGRATED WITH NEW ROOF OVERLAV
SVSTEM TO PROVIDE GONTINl10US WATERTIGHTNVARRANTIED
ROOF SVSTEM.
DZ EXISTING ROOF EXPANSION JOINT. INSTALL NEW EXPANSION
JOINT MATERIAL AS NEEDED AS PART OF NEW ROOF OVERLAY
SVSTEM.
D8. DEMOLISH EXISTING ASPHALT SHINGLE ROOF IN ITS
ENTIRETV, INCLUDWGASSOCIATEDTRIMS, EDGES, ETC.
D9. �EMOLISH EXISTING LEAN-TO STRUCTURE IN ITS ENTIRETV.
D10. SALVAGE EXISTING GUTTER AND DOWNSPOUT ON BACKISERVICE
SIDE OF BUILDING. REPAIRAS NEEDED. PERIMETER RASHINGI
TERMINATIONS TO BE INTEGRATED WITH NEW ROOF OVERLAV
SVSTEM.
DN. CREATE NEW ROOF PENETRATIONS AS RE�UIRE� IN THIS AREA
FOR NEW TENANT RTU'S. SEE MECHANICAL DRAWINGS FOR
NEW LOCATIONS AND STRUCTURAL DR4WING5 FOR
STRUCTURALSTEEVSUPPORTDETAILS.
D12. SEE MECHANICAL PLANS FOR SCOPE OF REMOVAL OF EXISTING
ROOFTOPEQUIPMENT/PENETRATIONS. WHEREEQUIPMENTOR
PENETRATIONS ARE REMOVED - MRLL EXISTWG METAL DECK
WHERE REQUIRED AND PATCHIREPAIR ROOF TO BE COMPATIBLE
HEIGHT WITH NEW ROOFOVERLAYSVSTEM.
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CONSiRIIGTION DOCIIMENTS
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ARCHITECTI
LANDSCAPE ARCHITECT:
SITE ARCHITECTURE
PROJCCT CONTACT�.
BRA� SMITH. RA I LEE� AP
1314<EAST i86TH STREET
Nos�esviue. w. asoso
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STRUGTURALENGWEER:
STROCTORAL OESIGN, INC.
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MEP ENGINEER:
THE ENGINEERING
COLLAB00.ATIVE
PROJEQ CONTACT�.
SAM HURT RE.
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INDIANAPOLIS, W.A62<{
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ROOF DEMOLITION
PLAN
RELEA5E0 FOR CONSTRIlCTION
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
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DATE: 08�� 3�20
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ROOF DEMOLITION PLAN
SCALE: 1" = 25'-0"
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2019-031