12-347R-005REMOVE EXISTING ROOFING AND PORTION
OF EXISTING ROOF STRUCVAFE -RffER TO
PROPOSED ARCHITECTURAL FLANS 4
ELEVATIONS FOR NEW WORK
REFER TO STRUCTURAL DRAWINGS FOR
REINFORCING AND REPAIRS OF EXISTING
CONDITIONS. (TYPICAL)
REMOVE EXISTING ROOF TILE AND
ROOFING MATERIAL TO EXSITNG ROOF
SHEATHING -REFER TO PROPOSED
ARCHITECTURAL FLANS 4 ELEVATIONS FOR
NEW WORK
RITER TO STRUCTURAL DRAWINGS FOR
REINFORCING AND REPAIRS OF EXISTING
CONDITIONS. ITYPICAU —.
12 a
02
:r
----- �� -
77 7
L- -_ -J
SIDE (WEST) ELEVATION - EXISTING
SCALE: 1/4' - I' -0'
2; 12
TO MATCH EXISITNG
12
----- - -- - -- --- - - - -21 ° - - --
0 21
TO MATCH EXISITNG
2;
.-n ' " - - --
TO C SITN TO TCH STTW
P -• 418 P8F
P.. 3TA -
_O ll O• / -O _
-• 435 PW
•- 401 PW -
ALUMINUM FRENCH DOOR ALUMINUM HORJZONTAL ROLLER WINDOWS
P -• 435 PSF IMPACT RESISTANT - Far. WHITE FINISH CIPAGT RESISTANT -ESP. WHITE FINISH
P•• 401 PSF MANUFACTURED BY CGI OR APPROVED EOIUAL MANIFAGTURED BY CGI OR APPROVED ECIJAL
(TYPICAL THROUGHOUT) (TYPICAL THROUGHOUT)
RIGHT (WEST) SIDE ELEVATION - PROPOSED
SCALE: 1/4' • 1' -0'
REMOVE EXISTING ROOFING AND PORTION
OF EXISTING STRUCTURE -REFER TO
PROPOSED ARCHITECTURAL FLANS 4
REMOVE EXISTING WINDOWS, DOORS AND FRAMES WI ERE NOTED,
PATCH AND REPAIR OPENING TO MATCH EXISTING FINISH -REFER
TO PROPOSED FLANS, ELEVATIONS 1 WINDOW SCHEDULE FOR
NEW WORK
REFER TO STRUCTURAL DRAWINGS FOR REWORLMG AND
REPAIRS OF DUSTING CONDITIONS. (TYPICAL)
'-2'14&4 X 2' THICK LOUVERED ALUMINUM 15RSE- 801.511-
POWDER COAT FINISH (WHITE)
CONTRACTOR TO SUOMIT SHOP DRAWNGS FOR ARCHITETCZ
REVIEW AND APPROVAL
2; 12 Ov o 2; 2 ;v
TO MATCH EXISRNG TO MATCH EXISITNG TO MATCH EASITNG
, T :III'I h II
12 - C ] 1 _ .l l L I 1 -L_ :1 J _ ill _L11�1 LAY i 1_ 1i -
0 2� x ll J_l� i - -1 . __aJ - U 11. ?'" C_ _ a GI,i; - -1 .1� -- l ! iLE LI ti .1
rt L �,..
fll It . i1 1, : -<< �' „ -_' lug_ _u�� <
4 1:
.:. 1.�7__ : :_ -:_ ' � .�' �s�L� 1 � 1l_: �_�
;,
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---- - - - ---- - - a._.-- M TGH SITNG
--------------------------------------
i 1
111
II
I
P -• B SF
P•• 3141 P
.4 PSF
ALUMINUM BLIDNG DOORS
IMPACT RESISTANT - ESP. WHITE FINISH 3 X 6 CEDAR WOOD TRELIS
MANUFACTURED BY CGI OR APPROVED EaIAL PAMTEp FINISH • 24' Or-
(TYPICAL THROUGHOUT) (TYPICAL)
4 X 8 CEDAR WOOD TRELLIS BEAM
PANTED FINISH - 2 • EACH COLUMN
(TYPICAL)
8 X 8 REINFORCED CONCRETE
COLUMNS W/ SMOOTH STUCCO FINISH
(TYPICAL. OF 4)
DEMOLITION NOTES:
I. COMPLY WITH ALL PERTINENT REGULATIONS, GOVER 41ENT AGENCIES AND
FEDERALSTATE AND LOCAL ORDINANCES.
2. GENERAL CONTRACTOR SHALL EXAMINE THE SITE AND BECOME FAMILIAR WITH
CONDITIONS AFFECTING THE WORK 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 BY QUALIFIED
TESTING LABORATORY.
-I. BURNMG OF REMOVED MATERIALS FROM DEMOLISHED STRUCTURES WILL
NOT BE PERMITTED ON SITE.
D. ENSURE SAFE PASSAGE OF PERSONS AROUND AREA OF DEMOLITION.
CONDUCT OPERATIONS TO PREVENT INJURY TO PERSONS AND DAMAGE TO
ADJACENT STRUCTURES.
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 MUST BE STORED AN PROTECTED
AS THEY ARE REMOVED. COORDINATED WITH OWNER
11. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN, KEEP M 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 WORK REMOVAL
OF ANY LOAD BEARING WALL OR STRUCTURAL ELEMENT.
DEMOLITION LEGEND
ELEVATIONS FOR NEW WORIC
-
-
TO BE REMOVED
RIT-ER TO STRUCTURAL- DRAWINGS FOR
J
TO EXISTING SHEATHING
REWRCNG AND REPAIRS OF EXISTING
EXISTING WALL / COLUMNS / ROOF
�
•r
CONDITIONS. (TYPICAL)
�
L
CC
REFER TO STRUCTURAL DWGS.
\
• AEI/
,
EXISTING BUILDING COMPONENTS
q
EL. a 8, -2.
L
I
,
EXIST.
TOP OF TIE BEAM
,7�7
\
'
,\
...............
\\ \ �... - --
EL. - 0' -0.
_ .... .......... ..
��. - _-- -- ------
...
- - " ^-
.. �\. -.____ _-
- `�A� -- ---------- -
TOP OF FIN. FL.
REMOVE EXISTING WINDOWS, DOORS AND FRAMES WI ERE NOTED,
PATCH AND REPAIR OPENING TO MATCH EXISTING FINISH -REFER
TO PROPOSED FLANS, ELEVATIONS 1 WINDOW SCHEDULE FOR
NEW WORK
REFER TO STRUCTURAL DRAWINGS FOR REWORLMG AND
REPAIRS OF DUSTING CONDITIONS. (TYPICAL)
'-2'14&4 X 2' THICK LOUVERED ALUMINUM 15RSE- 801.511-
POWDER COAT FINISH (WHITE)
CONTRACTOR TO SUOMIT SHOP DRAWNGS FOR ARCHITETCZ
REVIEW AND APPROVAL
2; 12 Ov o 2; 2 ;v
TO MATCH EXISRNG TO MATCH EXISITNG TO MATCH EASITNG
, T :III'I h II
12 - C ] 1 _ .l l L I 1 -L_ :1 J _ ill _L11�1 LAY i 1_ 1i -
0 2� x ll J_l� i - -1 . __aJ - U 11. ?'" C_ _ a GI,i; - -1 .1� -- l ! iLE LI ti .1
rt L �,..
fll It . i1 1, : -<< �' „ -_' lug_ _u�� <
4 1:
.:. 1.�7__ : :_ -:_ ' � .�' �s�L� 1 � 1l_: �_�
;,
• - lei`
: r T
---- - - - ---- - - a._.-- M TGH SITNG
--------------------------------------
i 1
111
II
I
P -• B SF
P•• 3141 P
.4 PSF
ALUMINUM BLIDNG DOORS
IMPACT RESISTANT - ESP. WHITE FINISH 3 X 6 CEDAR WOOD TRELIS
MANUFACTURED BY CGI OR APPROVED EaIAL PAMTEp FINISH • 24' Or-
(TYPICAL THROUGHOUT) (TYPICAL)
4 X 8 CEDAR WOOD TRELLIS BEAM
PANTED FINISH - 2 • EACH COLUMN
(TYPICAL)
8 X 8 REINFORCED CONCRETE
COLUMNS W/ SMOOTH STUCCO FINISH
(TYPICAL. OF 4)
DEMOLITION NOTES:
I. COMPLY WITH ALL PERTINENT REGULATIONS, GOVER 41ENT AGENCIES AND
FEDERALSTATE AND LOCAL ORDINANCES.
2. GENERAL CONTRACTOR SHALL EXAMINE THE SITE AND BECOME FAMILIAR WITH
CONDITIONS AFFECTING THE WORK 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 BY QUALIFIED
TESTING LABORATORY.
-I. BURNMG OF REMOVED MATERIALS FROM DEMOLISHED STRUCTURES WILL
NOT BE PERMITTED ON SITE.
D. ENSURE SAFE PASSAGE OF PERSONS AROUND AREA OF DEMOLITION.
CONDUCT OPERATIONS TO PREVENT INJURY TO PERSONS AND DAMAGE TO
ADJACENT STRUCTURES.
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 MUST BE STORED AN PROTECTED
AS THEY ARE REMOVED. COORDINATED WITH OWNER
11. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN, KEEP M 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 WORK REMOVAL
OF ANY LOAD BEARING WALL OR STRUCTURAL ELEMENT.
DEMOLITION LEGEND
CONTRACTOR TO PATCH AND REPAIR ADJACENT SURFACES OF DEMOLITION
TO MATCH EXISTING CONSTRUCTION AND FINISHES (typ)
FLAT CEMENT ROOF TILES
MARY BY MONERLFE 'SAXONY 900 SLATE
COLOR (DARK CHARCOAL BLEND)
CONTRACTOR TO SUBMIT PRODUCT SAMPLE NOA FOR
ARCHITECT / OWNER'S REVIEW AND APPROVAL
(TYPICAL THROUGHOUT)
2' -2' HIGH X 2' THICK LOUVERED ALUMINUM BRISE- SOLEIL
POWER COAT FINISH (WHITE)
CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ARCHITETC'S
REVIEW AND APPROVAL
2;
TO MATCH EXISITNG,
EL. + 10' -8'
PROPOSED
TOP OF TIE BEAM
TO M TGH E SITNG TOM "T&SITW-v
- - -- - -- ------ - - - - -- - --- -- - - - - -- - - -- --
EL. a 8' -2'
0 EXIST.
TOP OF TIE BEAM
V SMOOTH STUCCO FINISH
(3 COAT SYSTEM)
CONTRACTOR TO PROVIDE PRODUCT
CONTROL- SAMPLE OF W X VON SOUTH
OR WEST FACADE M PPWCT SUNLIGHT
FOR ARCHITECTS REVIEW AND
APPROVAL
(TYPICAL THROUGHOUT)
- - - — OIL EL.- TO F P OF FIN. FL.
PROPOSED ELEVATIONS 21
SCALE: 1/4' - I' -0'
EXISTING ROOFING
-
-
TO BE REMOVED
L__
J
TO EXISTING SHEATHING
EXISTING WALL / COLUMNS / ROOF
�
•r
TO BE REMOVED
�
L
CC
REFER TO STRUCTURAL DWGS.
\
• AEI/
,
EXISTING BUILDING COMPONENTS
q
TO BE REMOVED
L
J
REFER TO STRUCTURAL DIGS.
CONTRACTOR TO PATCH AND REPAIR ADJACENT SURFACES OF DEMOLITION
TO MATCH EXISTING CONSTRUCTION AND FINISHES (typ)
FLAT CEMENT ROOF TILES
MARY BY MONERLFE 'SAXONY 900 SLATE
COLOR (DARK CHARCOAL BLEND)
CONTRACTOR TO SUBMIT PRODUCT SAMPLE NOA FOR
ARCHITECT / OWNER'S REVIEW AND APPROVAL
(TYPICAL THROUGHOUT)
2' -2' HIGH X 2' THICK LOUVERED ALUMINUM BRISE- SOLEIL
POWER COAT FINISH (WHITE)
CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ARCHITETC'S
REVIEW AND APPROVAL
2;
TO MATCH EXISITNG,
EL. + 10' -8'
PROPOSED
TOP OF TIE BEAM
TO M TGH E SITNG TOM "T&SITW-v
- - -- - -- ------ - - - - -- - --- -- - - - - -- - - -- --
EL. a 8' -2'
0 EXIST.
TOP OF TIE BEAM
V SMOOTH STUCCO FINISH
(3 COAT SYSTEM)
CONTRACTOR TO PROVIDE PRODUCT
CONTROL- SAMPLE OF W X VON SOUTH
OR WEST FACADE M PPWCT SUNLIGHT
FOR ARCHITECTS REVIEW AND
APPROVAL
(TYPICAL THROUGHOUT)
- - - — OIL EL.- TO F P OF FIN. FL.
PROPOSED ELEVATIONS 21
SCALE: 1/4' - I' -0'
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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
PoZATION OF
AUTHO SARDWAS
ARCHITECTS, MC.
Client's Information
MR- 49 MRS
CARLO DE CESPEDES
BOW NW 68 ST
MIAMI, FL 33166
Date 30 MAR 12
Drawn By GC
Checked By MS
Revisions
24MAY12 OWNER REVISION
Project Number
SAF1201
Sheet
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dam_
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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
PoZATION OF
AUTHO SARDWAS
ARCHITECTS, MC.
Client's Information
MR- 49 MRS
CARLO DE CESPEDES
BOW NW 68 ST
MIAMI, FL 33166
Date 30 MAR 12
Drawn By GC
Checked By MS
Revisions
24MAY12 OWNER REVISION
Project Number
SAF1201
Sheet
5
p �� .
t4
•r •''art
•
Its.
lA
OWNr L•;
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r�r
4,
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