12-347-010DEMOLITION NOTES:
I. COMPLY WITH ALL PERTINENT REGULATIONS, GOVERNMENT AGENCIES AND
FEDERAL,5TATE AND LOCAL ORDINANCES.
2. GENERAL CONTRACTOR SHALL EXAMINE THE SITE AND BECOME FAMILIAR WITH
CONDITIONS AFFECTING THE WOW BEFORE SUBMITTING THE BIDS.
3. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL RE-
QUIRED PERMITS AND PAYING FOR ALL PERMITS FEES.
4, BUILDING TO BE DEMOLISHED MUST BE VACATED PRIOR TO START of WORK-
5. USE OF EXPLOSIVES WILL NOT BE PERMITTED.
6 OWNER SHALL SUBMIT AN ASBESTOS EVALUATION FINDINGS REPORT E3T' QUALIFIED
TESTING LABORATORY.
1. BURNING OF REMOVED MATERIALS FROM DEMOLISHED STRUCTURES WILL
NOT BE PERMITTED ON SITE.
a. ENSURE SAFE PASSAGE OF PFRSONS AROUND AREA OF DEMOLITION.
CONDUCT OPERATIONS TO PREVENT INJURY TO PER50NS AND DAMAGE To
ADJACENT STRUCTURES.
'�. CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS TO ENSURE MINIMUM
INTERFERENCE WITH ROADS, STREET WALKS, OTHER ADJACENT OCCUPIED SPACE OR
USED FACILITIES.
10, ITEMS OF SALVAGEABLE VALUE TO OWNER MAY BE REMOVED FROM STRUCTURE
AS WORK PROGRESSES SALVAGED ITEMS MUST BE STORED AN PROTECTED
AS THEY ARE REMOVED. COORDINATED WITH OWNER
11. MAINTAIN FXISTING UTILITIES INDICATFD TO REMAIN, KEEP IN SERVICE, PROTECT
AGAINST DAMAGE DURING DEMOLITION OPERATION.
12. DISCONNECT AND SEAL UTILITIES SERVING STRUCTURES TO BE DEMOLISHED,
ADJACENT FACILITIES TO REMAIN,
13. PROVIDE INTERIOR, EXTERIOR SHORING, BRACING, OR SUPPORT TO PREVENT
MOVEMENT, SETTLEMENT OR COLLAPSE OF STRUCTURES To BE DEMOLISHED
ADJACENT FACILITIE5 TO REMAIN,
14. COORDINATE WITH STRUCTURAL ENGINEER PRIOR TO COMMENCEMENT UIORK REMOVAL
OF ANY LOAD BEARING WALL OR STRUCTURAL ELEMENT.
DEMOLITION LEGEND
EXISTING ROOFING
TO BE REMOVED
TO EXISTING SHEATHING
EXISTING WALL / COLUMNS / ROOF
TO BE REMOVED
REFER TO STRUCTURAL DWGS_
EXISTING BUILDING COMPONENTS
TO BE REMOVED
REFER TO STRUCTURAL DWGS.
CONTRACTOR TO PATCH AND REPAIR ADJACENT SURFACES OF DEMOLITION
TO MATCH EXISTING CONSTRUCTION AND FIN15HES (typ)
REMC Ex -,- �f- Rz, := Nu
OF EXS'"e,SZ =- •tom =t-
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PLANS d ELE � -L- TS
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LEFT (EAST) ELEVATION • EXISTING
2}
-
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PDXER COAT FINISH (WHITE) =Fr ��- OJ�R S = r =- AD -�Fc — r =R G -- _' r -El
CONTRACTOR TO SUMMIT SHOP DRAWING5 FOR ARCHITETC'S :-:11-,-Z-:r, ^ -^ 5 S-OP DRAWINGS FOR GR*_r'* =T ^'S
REVIEW AND APPROVAL.
12
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MANLFACTURED BY CGI OR A- `ROvE_D E1,. L f -� �' f3H0. (TYPICAL THROUGHOUT)
LEFT (EAST) SIDIE ELEVATION • PROPOSED_
12
REMOVE EXIS'ING WINDOWS, DOORS AND FRAMES WHERE NOTED,
PATCH AND REPAIR OPENING TO MATCH EXISTING FINISH -REFER
TO PROPOSED PLANS, ELEVATIONS t WINDOW SCHEDULE FOR
NEW UOFK
REFER TO STRUCTURAL DRAWINGS =0R REINFORCING AND
REPAIRS OF EXIS -'ING CONDITIONS. (TYPICAL)
12 12
2� 0 0
TO MATCH EXISIT Cs TO MATCH EX
EL. - 8' -2'
EX15T,
TOP OF TIE BEAM
EL. - 0'-0'
TOP OF FIN. FL.
2' -2' HIGH X 2' THICK LOUVERED ALUMINUM DRISE- 501EIL
POWDER COAT FINISH (WHITE)
CONTRACTOR TO SUMMIT SHOP DRAWINGS FOR ARCHITETC'S
REVIEW AND APPROVAL.
--
21 EL. , IV-8- a•
- - - - -- PROPOSED
1 _a• TOP Of TIE BEAM
] -- - TO MA TGH IST.
Fv EL- • 8'_2'
EXIST.
TOP OF TIE BEAM
1
PROPOSED ELEVATIONS 21
SCALE: 1/4' - I' -O'
- % SMOOTH STUCCO FINISH
V.
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(3 COAT SYSTEM)
CONTRACTOR TO PROVIDE PRODUCT
f
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CONTROL SAMPLE OF V X VON 5OUTH
- -�
WAikcII1'I'I?C'7'S,
OR WEST FACADE IN DIRECT SUNLIGHT
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FOR ARCHITECTS REVIEW AND
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1
PROPOSED ELEVATIONS 21
SCALE: 1/4' - I' -O'
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DRAWINGS AND SPECII ICADONS AS
INSTRUMENTS OF PRCFI= SSICNAI
SFRVICF, ARE AND 5HA1 -L REMAIN
THE PROPER fY OF THE ARCHI IECT.
THESE. DOCLIMLN IS ARL NC I IO HL
IJSFD, IN WHOLE CR IN PART, FOR
ANY 9THEF2 PROJECTS Ort
PURPOSES, OR BY ANY OFIiER
PARTIES, THAN I I IOSE PROPERLY
AUTHORIZED MY CONTRACT,
WITHOUT THE SPECIFIC WRITTEN
Al ITHOIUAI ION OF SARDINAS
ARCH ITEC I5, INC.
Client's Information
MR t MRS
CARLOS DE GESPEDES
50150 NW Fab 5T
MIAMI, FL 331h6
Date 30 MAR 12
Drawn By GC
Checked by M5
Revisions
Z\
Project Number
SAI.1201
Sheet
A -203
Of