HomeMy WebLinkAbout05020018.21" CONDUIT FOR POWER---
Conduit Detail @ Cashwra
)NDUITS
>HING
(TYP.
INE
BRAKE METAL ON �" FIRE RETARDANT
PLYWOOD WRAPPED AROUND 4" STEEL
TUBE COLUMN FROM FINISH FLOOR TO
7' -8" AFF.
KYNAR FINISH: PPG DURANAR
COATING, UC43350
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Detail
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GENERALNOTES
1. THE USE OF THESE DOCUMENTS IS RESTRICTED TO THE ORIGINAL
SITE FOR WHICH THEY WERE PREPARED.
2. THE A,I.A, DOCUMENT A201, GENERAL CONDITIONS, CURRENT
EDITION, SHALL APPLY AT THE PROJECT. A COPY OF THE
GENERAL CONDITIONS IS AVAILABLE AT THE OFFICES OF ACOCK
ASSOCIATES ARCHITECTS, LLC,
3, GENERAL CONTRACTOR TO HAVE JOB PHONE AND FAX ON PREMISES
DURING ENTIRE CONSTRUCTION PERIOD, (IF STORE PHONE IS
USED BY GENERAL CONTRACTOR OR SUBCONTRACTORS,A
PREDETERMINED SUM WILL BE DEDUCTED FROM CONTRACT AMOUNT)
4. THE GENERAL CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND
FIELD CONDITIONS WITH THE DRAWINGS. NOTIFY THE ARCHITECT
IF ANY VARIANCES PRIOR TO COMMENCING WORK, IN WRITTEN
FORM,
5. GENERAL CONTRACTOR IS TO BE FAMILIAR WITH ALL LANDLORD
CRITERIA, SPECIAL WORKING CONDITIONS PERTAINING TO THE
BARRICADES, NOISE, DUST, TRASH REMOVAL, ETC., COORDINATE
WITH LANDLORD. GENERAL CONTRACTOR TO FILE ALL REQUIRED
INSURANCE CERTIFICATES WITH LANDLORD.
6. ANY WORK THAT IS REQUIRED TO TAKE PLACE AT NIGHT OR DURING
OFF HOURS SHALL BE VERIFIED WITH THE LANDLORD'S
REPRESENTATIVE AND ITS COST TO BE INCLUDED IN THE BID,
PROTECT THE PREMISES AND ADJOINING AREAS FROM ANY DAMAGE
THAT MAY ARISE FROM THE WORK. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PAYING FOR ANY DAMAGE ARISING FROM HIS
WORK.
7. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH ALL
GOVERNING CODES, ORDINANCES AND AUTHORITIES HAVING
JURISDICTION. GENERAL CONTRACTOR IS RESPONSIBLE FOR
OBTAINING AND PAYING FOR ALL REQUIRED BUILDING PERMITS.
8. THE GENERAL CONTRACTOR IS TO HAVE A FULL TIME QUALIFIED
SUPERVISOR ON THE SITE AT ALL TIMES, WHILE WORK IS BEING
PREFORMED.
9. WITHIN FIVE (5) WORKING DAYS OF THE AWARD OF THE CONTRACT
THE GENERAL CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH A
PROPOSED PROJECT SCHEDULE (BAR GRAPH FORM) INDICATING THE
START AND COMPLETION DATES OF EACH STAGE OF THE WORK BY
EACH TRADE. AT THE SAME TIME, THE CONTRACTOR SHALL ALSO
SUBMIT TO THE OWNER, DOCUMENTATION INDICATING ORDERING
AND DELIVERY DATES OF THE FOLLOWING ITEMS: CEILING TILE AND
GRID, HVAC EQUIPMENT AND DIFFUSERS, CONTRACTOR SUPPLIED
ELECTRICAL EQUIPMENT.
10, ALL MATERIAL SPECIFIED IS TO BE INSTALLED IN ACCORDANCE
WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS.
GENERAL CONTRACTOR IS TO CONSTRUCT PROJECT IN ACCORDANCE
WITH THE DOCUMENTS, ANY DEVIATION FROM THE INTENT OF THE
DOCUMENTS, WITHOUT ARCHITECTS APPROVAL, ARE AT THE
CONTRACTOR'S OWN RISK AND MAY RESULT IN THE WORK BEING
DONE OVER AT CONTRACTOR'S EXPENSE (MATERIALS AND LABOR).
11, THE GENERAL CONTRACTOR IS TO GUARANTEE ALL WORK INCLUDING
WORK DONE BY SUBCONTRACTORS FOR A PERIOD OF ONE (1) YEAR
COMENCING WITH THE DATE OF TOTAL COMPLETION OF THE WORK.
FIRE EXTINGUISHERS
1. EXTINGUISHERS SHALL BE 10 LB. CAPACITY, U.L. LABELS,
ENAMEL, STEEL CONTAINER WITH PRESSURE INDICATING GAUGE FOR
CLASS A. B OR C FIRES.
2. FIRE EXTINGUISHERS ARE TO BE PROVIDED AS REQUIRED BY LOCAL
FIRE AUTHORITIES.
3. FIRE EXTINGUISHERS ARE REQUIRED TO BE MOUNTED IN SALES
AREA
NEW ENTRY DOORS TO
MATCH ALUMINUM
STOREFRONT SYSTEM.-
EXISTING 6" STEEL
COLUMN.
ALUMINUM BRAKE METAL
TO MATCH STOREFRONT
SYSTEM
1" INSULATED WINDOW
GLAZING
i
Detail
11/211 . 11 -001 D
ALUMINUM BRAKE METAL T{ MATCH
STOREFRONT SYSTEM ON FIRE
RETARDANT PLYWOOD WRAPPED AROUND
4" STEEL TUBE COLUMN FROM FINISH
FLOOR TO 7' -8" A.F.F. -+ %I$
KYNAR FINISH: PPG DURANAR
COATING, UC43350
Detail
11/211 . 11 -041 B
EXISTING ALUMINUM
STOREFRONT FRAMING
SYSTEM
1" INSULATED WINDOW
GLAZING
SEALANT w/ BACKER ROD
BOTH SIDES
EXISTING ALUMINUM
STOREFRONT FRAMING
SYSTEM
EXISTING STRUCTURE, FRAMING,
ROOF SYSTEM,& FINISHED SHOWN
SHADED
EXISTING COLUMN'S BEYOND
5/8" GYP. BD. ON Y4"
NON- COMB.PLYWD.
CORNER BEAD TYP.
5/8" GYP, BD. ON
35/8" MTL. STUD 16GA.
FRAMING @ 16" O.C. -
(2) 8" 14GA, C°
MTL. STUDS
'J' BEAD TYP.
ff
ALUM. STORE FRONT
SYSTEM. ALIGN w/
EXISTING - SEE PLAN— — —
%2" TEMP. GLASS
TYP.
EXISTING CONC, SL
rl
Q
35/8" MTL. STUD 1�G
BRACING @ 4' -0.'
I
5/8" GYP. BD.
CEILING - PAINTED
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%2" TEMP. GLAS
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TOP OF EXISTING ,It\
PARAPET +36' -4"
TOP OF EXISITNG
STEEL +22' -0"
TOP OF EXISTING
WINDOW +20' -0"
TOP OF EXISTING
BRICK +19' -4"
TOP OF EXISTING
MULLION +17' -7"
TOP OF EXISTING
MULLION +151-1"
EXISTING EXTERIOR
FINISHES TO REMAIN
PROTECT FROM DAMAGE
DURING CONSTRUCTION
PROCESS. TOP OF EXISTING
MULLION +12' -7"
EXISTING FINISH FLOOR
EXISTING CONC.
SIDEWALK
EXISTING CONC.
FOOTING
V,
Section
1/211 . 11 -010 A
DSWWAREHOUSE S H O E
mmmmmmm=m
0
CLAY TERRACE -
BLOCK 1319
14477
CLAY TERRACE BLVD.
CARMEL, INDIANA
PROJECT NUMBER:
Section & Details
SCALE: AS NOTED
ISSUE DATE: 2 / 11 / 05
REVISIONS
NUMBER DATE NUMBER DATE
A2
51/411
GYP. BD. ON
31/8" MTL. STUD TOP OF EXISTING
FRAMING @ 16" O.C.
MULLION +10' -1"
I
'J' BEAD TYP.
ALUM. BREAK MTL.
pw
TO MATCH EXISTING
STORE FRONT SYSTEM
(2) 8" 14GA. TOP OF EXISTING
MTL. STUDS
MULLION +7' -7"
NEW ALUM. FRAME &
GLASS DOOR TO MATCH TOP OF EXISTING
EXISTING STORE FRONT STONE BAND +6' -0"
SYSTEM
TOP OF EXISTING
CAST STONE +5' -4"
TOP OF EXISTING
III
ALIGN NEW MULLIONS MULLION +5' -1"
w/ EXISTING TYP.
I
ALUM. BREAK MTL.
COVER OVER 4" TS. TOP OF EXISTING
COLUMNS - TO MATCH ot
EXISTING STORE FRONT MULLION +2' -7"
SYSTEM - SEE DETAIL B /A2
THRESHOLD TO MATCH
STORE FRONT
SYISTEM
EXISTING FINISH FLOOR
EXISTING CONC.
SIDEWALK
EXISTING CONC.
FOOTING
V,
Section
1/211 . 11 -010 A
DSWWAREHOUSE S H O E
mmmmmmm=m
0
CLAY TERRACE -
BLOCK 1319
14477
CLAY TERRACE BLVD.
CARMEL, INDIANA
PROJECT NUMBER:
Section & Details
SCALE: AS NOTED
ISSUE DATE: 2 / 11 / 05
REVISIONS
NUMBER DATE NUMBER DATE
A2