12-347R-003DEMOLITION NOTES:
1. COMPLY WITH ALL PERTINENT REGULATIONS, GOVERNMENT AGENCIES AND
FEDERAL,STATE AND LOCAL ORDINANCES.
Z. GENERAL CONTRACTOR SHALL EXAMINE THE SITE AND BECOME FAMILIAR WITH
CONDITIONS AFFECTING THE 111OW, BEFORE SUBMITTING THE BIDS.
3. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR 05TANM ALL RE-
QUIRED PEWITS AND PAYING FOR ALL PERMITS FEES.
4. BUILDING TO BE DEMOLISHED MUST BE VACATED PRIOR TO START OF WORK-
S. USE OF EXPLOSIVES WILL NOT BE PERMITTED.
rp. OWNER SHALL SUBMIT AN ASBESTOS EVALUATION FINDINGS REPORT BY QUALIFIED
TESTING LABORATORY.
1. 5UF;NlWx OF REMOVED MATERIALS FROM DEMOLISHED STRUCTURES WILL
NOT BE PERMITTED ON SITE.
S. ENSURE SAFE PASSAGE OF PERSONS AROUND AREA OF DEMOLITION.
CONDUCT OPERATIONS TO PREVENT INJURY TO PERSONS AND DAMAGE TO
ADJACENT STRIUCTURES•
S. 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 MST BE STORED AN PROTECTED
AS THEY ARE REMOVED. COORDINATED WITH OLLNER.
11. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN, KEEP N 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 FACILITIES TO REMAIN.
14. COORDINATE WITH STRUCTURAL ENGINEER PRIOR TO COMMENCEMENT WOW, REMOVAL
OF ANY LOAD 5EARNG WALL OR STRUCTURAL ELEMENT.
DEMOLITION LEGEND
— — — EXISTING ROOFING
---- --- ---- TO BE REMOVED
TO EXISTING SHEATHING
EXISTING WALL / COLUMNS ROOF
TO BE REMOVED
REFER TO STRUCTURAL OMS.
----- -----
EXISTING BUILDING COMPONENTS
TO BE REMOVED
REFER TO STRUCTURAL DUGS.
CONTRACTOR TO PATCH AND REPAIR ADJACENT SURFACES OF DEMOLITION
TO MATCH EXISTNG CONSTRUCTION AND FINISHES (tqp)
REMOVE EXISTING ROOF TILE AND
R0CFWs MATERIAL TO E>(STN3 ROOF
814EATWI14G-REFIFR TO FIRDPOSED REMOVE EXISTING ROOFING AND PORTICIN
ARC14TECTLIKAL PLANS 4 ELEVATIONS FOR OF EXISTING STRICTURE-REFER TO
NEW WORK PROPOSED ARCHITECTURAL PLANS 4
REFER TO 8TRUCTLIRAL DRAWINGS FOR ELEVATIONS FOR NEW WOW,
REWORr.ING AND REPAIRS OF EXISTING REFER TO STRUCTURAL DRAWINGS FOR
CONDITION". ( TYPICAL) -----\ FEWORCNG AND REPAIRS OF EXISTING
12
CONDITIONS. (TYPICAL)
21 C=- 12
n —:Z3 2J
rl
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REAR (SOUTH) ELEVATION - EXISTING
SCALE: 1/4' - 1'-0*
FeVA EXISTING WINDOW, DOORS AND FRAMES U-ERE NOTED,
PATCH AND IMPAIR OPENING TO MATCH EXISTING FINISH -REFER
TO PROPOSED PLANS, ELEVATIONS 4 WINDOW SCI-IEDULE FOR
NEW WORK
FEI E TO STRUCTURAL DRAWWsS FOR NEIISFORCW3 AND
REPAIRS CF EXISTING CONDITIONS. (TYPICAL)
OIL EL. • 8'-2-
EXIST.
TOP OF TIE BEAM
EL. - 0'-0'
TOP or FIN. FL.
FLAT CEMENT ROOF TILES
MANX BY MCNIERLIFE 'SAXCNY WO SLATE
COLOR (DARK, CHARCOAL BLEND)
CONTRACTOR TO SUBMIT PROD= &LE NOA FOR
ARCHITECT / OWNER'S REVIEW AND APPROVAL
(TYPICAL THROUGHOUT)
TIAT
XIST. T MATCH
IST,
k==== =_________ _ __
---- ------ ------------ I C4
---------- ---- -- --- ---- ---- ------ -
--------- - ---------- =- Z.
----------------
TO
- - ----------------
--------------
M
PROPOSED
TOP OF TIE BEAD
IST.
EL. + 8'-2'
MAT
MATCH,:EXt
----- -
----------------
EXIST.
TOP OF TIE BEAT'
............
- ----------
----------------------
115
---------------- .................
53.1 pep
Woam STUCCO r-
(3 COAT SYSTEM)
CONTRACTOR TO PRZ
CONTROL SAMPLE OF
OR UEST FACADE IN E
OR
F ARC441TECTS Wv
APPROVAL
(TYPICAL
P ;: 401 PSF
-- ----------------------
-----
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--------------------------
----------- ------------------------------
OIL r
lo
TOP OF M FL.
v-
ALLIMMIM FIXED WINDOWS gLIMM SLONCs DOORS t
IMPACT RESISTANT - E.S.P. U41TE FNI814 P-- 415 PSF ACT RESISTANT - ESP. URTE FINISH P- 40J 435 PSF 40J Per-7 43.5 POF
MARFACTI.AW BY CCs( OR APPROVED Ea LAI 31.4 PSF MAMEACTURED BY CGI OR APPROVED EaIAL PSF
(TYPICAL THR053HIMIT) (TYPICAL THPZLrJHW)
REAR (SOUTH) ELEVATION - PROPOSED
SCALE= 1/4' - V-0'
4184
VIDE PRODUCT
&'X &'CN SOUTH
IRECT SUNLIGHT
EW AND
93
P
lNcoRpoRAmED
ARCJffMCrURE
URBAN DESIGN
SPACE PLAU�MQQNG
13
AA26000675
AR0015567
NO. 295
CORAL GABLES, FIL 33134
T=PHONF- 305-443-7765
FACSIN[ILT-J05-4413-7798
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DRAWINGS AND SPECIFICATIONS AS
INSTRUMENTS OF PROFESSIONAL
SERVICE, ARE AND SHALL REMAIN
THE PROPERTY OF THE ARCHITECT.
THESE DOCUMENTS ARE NOT TO BE
USED, IN WHOLE OR IN PART, FOR
ANY OTHER PROJECTS OR
PURPOSES, OR BY ANY OTHER
PARTIES, THAN THOSE PROPERLY
AUTHORIZED BY CONTRACT,
WITHOUT THE SPECIFIC WRITTEN
AUTHORIZATION OF SARDINAS
ARCHITECTS, INC.
I I Client's Information I I
MR-, 4 MRS
CAR1.05 DE CESPEOss
Soso NW 68 ST
MIAMI, FL 33166
Date 30 MAR 12
Drawn By cv_-
Checked By Ms
Revisions
ZN24MAY12 OUNER FMV1810N
A
Z\
Z�
Project Number
S41M
. Sheet
PROPOSED ELEVATIONS 21
SCALE. 1/4' - V-0' 11 -Of
A-202