11-50-0031
r
"
Q
n
T
■m
2
"
O
T
1 CO
55' -7'
34' -0"
21'-8" 1 " 15'-4" 1 ° -11 " 14' -7" 1 ' - -2�
16' -0" 4' -0" 1' 8' 0' 6 °-0" 3' Q° 5' Q" 3-4" 2' -1" 3 ° -11" 6' 0" 3' -3'
is
Scale: 3116" =1' - 0"
DEMOLITION NOTES:
1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO COMMENCING WORK
2. DIMENSIONS SHOWN ON THESE PLANS ARE FROM BLOCK TO
BLOCK / BLOCK TO STUD /STUD TO STUD; OR STUD /BLOCK
TO CENTER LINE OF COLUMNS/ CENTER LINE OF COLUMN TO
TO CENTER LINE OF COLUMN.
3. ARCHITECT /ENGINEER SHALL BE NOTIFIED OF ANY ALL TRADES ACOORDING TO
ALL DISCREPANCIES IN WRITING
4. COORDINATE ALL DEMOLITION WORK WITH WORK SHOWN ON PROPOSED DRAWINGS.
5. THIS PLAN SHOWS GENERAL DEMOLITION WORK TO BE PERFORMED AND
DOES NOT RELIEVE THE CONTRACTOR FROM OTHER DEMOLITION WORK
REQUIRED TO PRODUCE THE BUILDING MODIFICATIONS SHOWN ON THE
REMAINING CONTRACT DOCUMENTS.
6. ALL DEMOLITION ITEMS AND DEBRIS TO BE OSPOSED OF PROPERLY
OFFSITE AND IN AN EXPEDITIOUS MANNER.
7. ALL EXISTING AREAS SHALL REMAIN OPERATIONAL DURING THE
DEMOLITION PERIOD. PROTECT ALL EXISTING CONSTRUCTION'
SHOWN TO REMAIN, FROM DAMAGE DURING DEMOLITION.
8. ALL EXISTING ON -SITE AND OFF -SITE DEVELOPMENT TO REMAIN
SHALL BE PROTECTED FROM DAMAGE.
9. CONTRACTOR SHALL VERIFY LOCATIONS ON THE FIELD AND PROTECT FROM
DAMAGE ALL EXISTING UNDERGROUND UTILITIES WHICH MAY BE IN
CONFLICT WITH REPAIR WORK.
16. ALL WORK TO BE THE COORDINATED WITH OWNER TO MINIMIZE IMPACT.
11. DEMOLITION PLANS SHOW APPROXIMATELY THE LAYOUT OF EXISTING BUILDING AND ARE NOT INTENDED TO REPRESENT
"AS BUILT" CONDITIONS MST SITE AND OTHERWISE BECOME FAMILIAR WITH ACTUAL CONDITIONS WHEN
BIDDING THE WORK.
12.- WALLS, PARTITIONS, DOORS, FRAMES, AND OTHER ITEMS TO BE REMOVED, ARE SHOWN DASHED. SERVICES WITHIN
WALLS AND PARTITIONS ALSO SHALL BE REMOVED. EDGES OF WALLS SHOWN TO REMAIN SHALL BE SAWCUT OR
CLEANLY TOOTHED TO ACCEPT NEW CONSTRUCTION. REPAIR AND PATCH EXISTING WALLS SHOWN TO REMAIN WHERE
INTERSECTING WALLS, DOORS, FRAMES, ETC. ARE SHOWN TO BE REMOVED AND WHERE EXISTING CONSTRUCTION WILL
NOW BE EXPOSED IN THE NEW CONSTRUCTION.
13.- EXISTING CONSTRUCTION SHOWN TO REMAIN INCLUDING BUT NOT LIMITED TO WALLS, PARTITIONS, DOORS, FRAMES, ETC.
SHALL BE PROTECTED DURING DEMOLITION. DAMAGE TO EXISTING CONSTRUCTION SHOWN TO REMAIN SHALL BE
RESTORED TO MATCH PRE- DAMAGED CONDITION.
14.- PROTECT FROM DAMAGE ALL EXISTING FINISH WORK TO REMAIN IN PLACE AND WHICH BECOMES EXPOSED DURING
DEMOLITION OERATIONS.
15 PROVIDE ALL NECESSARY SHORING, BRACING AND SUPPORT TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF
STRUCTURE OR ELEMENTS SHOWN TO REMAIN. SHORING AND BRACING SHALL BE DESIGNED BY THE CONTRACTOR'S
PROFESSIONAL ENGINEER, LICENSED IN THE APPLICABLE JURISDICTION.
16.- EXISTING CONCRETE FLOOR SLABS, MASONRY WALLS AND EXISTING STRUCTURAL FRAMING SYSTEMS SHOWN TO BE
REMOVED SHALL BE CLEANLY SAWCUT FROM EXISTING CONSTRUCTION.
17.- WHERE FINISHES ARE SHOWN TO BE REMOVED FROM EXISTING CONSTRUCTION, REPAIR AND PATCH REMAINING
SUBSTRATE AND PREPARE FOR NEW FINISH. REPAIR AND PATCH ALL REMAINING SUBSTRATES THAT WERE ORIGINALLY
CONCEALED BY EXISTING FINISHES, BUT WILL NOW BE EXPOSED IN THE NEW CONSTRUCTION.
18.- SALVAGE MATERIAL AS REQUIRED FOR PATCHING AND INFILL (REFER TO DRAWINGS FOR NEW WORK). SALVAGED
MATERIAL SHALL BE CLEANED AND STORED IN AREAS AWAY FROM THE DEMOLITION OR UNTIL NEEDED.
19.- ALL INFILL OR REPLACEMENT WORK SHALL MATCH EXISTNG CONDITIONS IN MATERIALS, CONSTRUCTION AND FINISH,
UNLESS SPECIFICALLY NOTED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS
■
r
r
r
r
s.
10
IN
V)iCn
;?I o
It e
Q
t0
io
t
r
Co
N
O
s
CD
So
Co
t
A
N
t
A
O
N
Existing .South Eleva
Scale: 3116"=1'.O'
Scale: 3116"=1'-0-
O
r
s
O
r
Qa
t
r
QI
T1I
N
W
��FAR
-w III
iI
PAO
B.1
A�tV�LT CRP/E
9
I
tlZD
Existing East Side
Scale: 3/16m=1'-0'
I mmT
Scale: 3116" =1' - 0"
SECURITY AND FORCED ENTRY PREVENTION
1. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LBS. APPLIED IN ANY
MOVABLE DIRECTION.
2. ALL EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM THE EXTERIOR WITH A MIN. OF
6000 POSSIBLE KEY CHANGES OR LOCKING AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT INSERTS,
3. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS AS REQUIRED FOR SINGLE
H MULTIPLE POINTS OF LOCKS WITH 5 8- MIN. THROW BOLTS
EXTERIOR SWING DOORS. THE INACTIVE LEAF SHALL AVE UL LE /
WITH INSERTS.
4. JAMBS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS SHALL BE REBATED OR OF SIMILAR FABRICATION TO
PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCKS AND LATCHES.
5. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON REMOVABLE PINS AND NON - EXPOSED SCREWS.
6. SLIDING GLASS DOOR AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED
FROM THE TRACKS WHEN IN THE LO(D(ED POSITION.
7. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANELS.
ih
iG
Ur IMt MIAMI UAUt LNNIT, WAlt a NAIIUNAL LAND ANU testy, ANT
DISCREPANCIES BETWEEN THE PLANS AND ABOVE REQUIREMENTS MUST BE CALL TO
THE A/E'S ATTENTION BEFORE PROCEEDING WITH THE WORKS.
2. -THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COND111ONS IN THE
PLANS, HE MUST FAMILIARIZE HIMSELF WITH THE CONTRACT DOCUMENTS BEFORE
PROCEEDING WITH THE WORK AND REPORT TO A/E TO CLARIFY ANY
DISCREPANCIES.
3.- CONTRACTOR MUST COORDINATE ALL TRADES AND ASSURE NAT ALL WORK
CAN BE COMPLETED AS IT IS THE INTENT OF THE PLANS.
4.- CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INCLUDING
SUBCONTRACTOR'S PERMITS, INSPECTIONS AND APPROVALS FROM GOVERNING
AGENCIES WITH JURISDICTION OVER THE PROJECT BEFORE BEGINNING THE WORK.
ALL WORK PERFORMED UNDER THIS CONTRACT SHALL COMPLY WITH THE
REQUIREMENTS OF THE UTILITY COMPANIES INCLUDING THE CITY OF MIAMI AND
DADE COUNTY PUBLIC WORKS DEPARTMENT, WHOSE SERVICES SHALL BE USED.
5.- ALL MANUFACTURERS SHALL SUBMIT SHOP DRAWINGS TO THE A/E
FOR APPROVAL PRIOR TO FABRICATION. THE A/E WILL NOT BE RESPONSIBLE FOR
CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR
FOR SAFETY PRECAUTIONS AND PROGRAMS W CONNECTION WITH THE WORK AND
HE WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT
THE WORK IN ACCORDANCE WITH THE INTENT OF THE CONTRACT DOCUMENTS.
6.- ALL MATERIAL AND WORKMANSHIP SHALL MEET THE REQUIREMENTS OF THE
APPLICABLE STANDARD SPECIFICATIONS OF THE AMERICAN SOCIETY FOR TESTING
AND MATERIALS.
7.- THE GENERAL CONTRACTOR MAY SUBSTITUTE EQUIPMENT AND /OR
MATERIALS AS LONG AS SUCH CHANGES MEET ALL F.B. CODE REQUIREMENTS, ARE
EQUAL TO THOSE SPECIFIED ON PLANS AND OWNER'S APPROVAL IS OBTAINED IN
WRITING.
8.- CONTRACTOR SHALL SUBMIT THE PRODUCT CONTROL APPROVAL BY DADE
COUNTY FOR ROOFING do WATER PROOFING COMPONENTS, FOR WINDOWS, AND FOR
ALL PRODUCTS REOUIRING SAID APPROVAL
9.- WORKMANSHIP: ALL WORK SHALL BE PERFORMED IN A MANNER CONSISTENT
WITH THE BEST PRACTICES FOR THE RESPECTIVE TRADES AND QUALITY SPECIFIED.
WORK NOT CONSISTENT WITH THE TRADE IN HIGHEST LEVEL OF WORKMANSHIP WILL
BE REJECTED. ANY WORK REJECTED SHALL BE REDONE AT CONTRACTOR'S EXPENSE.
CORRECTION OF DEFECTIVE WORK SHALL BE STARTED NOT LATER THAN FIVE DAYS
AFTER NOTICE IS GIVEN BY THE CONTRACTOR, AND SHALL PROCEED WITHOUT
DELAY UNTIL WORK IS COMPLETED.
10.- CLEANUP: THE CONTRACTOR AND ALL TRADES SHALL AT ALL TIMES KEEP
THE PREMISES CLEAN OF DEBRIS ARISING OUT OF THE WORK AND FREE FROM
ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS OPERATIONS
OR OTHER TRADES. THE CONTRACTOR SHALL PROVIDE AT ALL TIMES A TRASH
CONTAINER ADEQUATE FOR THIS JOB. THE CONTRACTOR SHALL DELIVER ALL WORK
UPON COMPLETION OF THE JOB IN A CLEAN, READY- TO-USE CONDITION. ALL
FINISHED SURFACES SHALL HAVE PROTECTIVE COVERINGS REMOVED, AND SURFACES
CLEANED OF ALL MARKS, STAINS, SOIL, PAINT, OR ADHESIONS OF OTHER MATERIALS
AND LEFT IN PERFECT CONDITION.
11.- CODE IN EFFECT IS FLORIDA BUILDING CODE, EXISTING 2007.
- - -- - chlkloia: 01/31/2011 awg j (08:29 am)
rI rr.r I u It AJn✓n