07-790-001GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF
THE FLORIDA BUILDING CODE AND ANY OTHER LOCAL CODES AND REGULATIONS.
THE CONTRACTOR SHALL PRODUCE AND INSTALL ALL WORK IN THE STRICT
COMPLIANCE WITH THE DRAWINGS, AND IN FULL COMPLIANCE WITH ALL
GOVERNING CODES AND REGULATIONS AT NO EXTRA COST TO THE OWNER.
THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL NOT KNOWINGLY PROCEED
WITH ANY WORK NOT IN CONFORMANCE WITH THE PLANS, GOVERNING CODES
AND REGULATIONS.
2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SAFETY PRECAUTIONS AND
PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR ANY FAILURE TO CARRY OUT THE WORK AS REPRESENTED
IN OR IMPLIED BY THE CONSTRUCTION DOCUMENTS.
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE SITE PRIOR TO
CONSTRUCTION, AND SHALL ADVISE THE ARCHITECT IN WRITING OF ANY
DISCREPANCY,
4. IN THE ABSENCE OF DIMENSIONS, CONSULT THE ARCHITECT FOR CLARIFICATION.
DO NOT SCALE FROM THE DRAWINGS.
5. THE ARCHITECT SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES IN THE
DRAWINGS AND FOR CLARIFICATION PRIOR TO SUBMITTAL AND COMMENCEMENT
OF WORK.
6. THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENTS A -201, LATEST EDITION,
SHALL SERVE AS THE GENERAL CONDITIONS OF SPECIFICATIONS ON THI5
PROJECT,
1. THE CONTRACTOR SHALL VERIFY ALL WORK TO BE DEMOLISHED PRIOR TO
BIDDING AND CONSTRUCTION AND ALL EFFECTS ON SUBCONTRACTORS WORK.
6. ALL NEW AND EXISTING CONTIGUOUS SURFACES SHALL BE MADE TO MATCH
EVENLY AND SMOOTHLY. ALL AREAS WHERE DEMOLITION HAS OCCURED SHALL
BE PATCHED TO MATCH THE CONTIGUOUS SURFACES.
9, THE CONTRACTORS SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS,
AND SHALL OBTAIN ALL NECESSARY CONSTRUCTION INSPECTIONS AMD
CERTIFICATE OF OCCUPANCY AT PROJECT COMPLETION.
10, ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE BE5T
PRACTICE OF THE CONSTRUCTION TRADES IN A PROFESSIONAL AND WORKMAN -LIKE
MANNER. ANY WORK NOT CONFORMING TO THESE STANDARDS MAY BE REJECTED
BY THE ARCHITECT AND SHALL BE REDONE BY THE CONTRACTOR AT NO ADDITIONAL
COST TO THE OWNER.
11. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT FOR REVIEW AND APPROVAL
SHOP DRAWINGS OF ALL SPECIALTY ITEMS INCLUDING BUT NOT LIMITED TO MILLWORK
AND CABINETRY.
12. THESE DRAWINGS ARE FOR CONSTRUCTION AND SHALL REMAIN THE PROPERTY OF
THE ARCHITECT. ANY REPRODUCTION WITHOUT CONSENT OF THE ARCHITECT IN
NOT PERMITTED.
13. THE CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES FOR APPROVAL BY
THE ARCHITECT.
14. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION DETAILS NOT SHOWN
OR NOTED.
15. THE CONTRACTOR 15 RESPONSIBLE FOR SUBMITTING THE DRAWINGS FOR PERMITTING
AND REVIEW TO THE APPROPRIATE CITY AND COUNTY DEPARTMENTS, AND ANY OTHER
GOVERNMENTAL AGENCIES.
16. CONTRACTOR SHALL X -RAY FLOOR SLAB AT PROPOSED PENETRATION POINTS TO
LOCATE EXISTING POST TENSIONING REINFORCING CABLES BEFORE CORE DRILLING
EXISTING SLAB.
11. ANY PENETRATIONS TO THE ROOFING MEMBRANE MUST BE PERFORMED BY THE BUILDING
DEVELOPER'S EXISITNG ROOFING CONTRACTOR IN ORDER TO MAINTAIN THE ROOF'S
WARRANTY. THIS INCLUDES ANY WORK WHICH MAY CAUSE DAMAGE TO ROOFING MEMBRANE
CAUSED BY THE TENANT- OWNER'S CONTRACTOR OR VENDORS. CONTACT BUILDING
MANAGEMENT FOR ROOIFING CONTRACTOR INFORMATION.
PARKING CALCULATON5
USE CLASSIFICATION --- - - - - -- MEDICAL
PARKING REQUIREMENTS - - - - I $P /200 SQ.FT.
TENANT AREA -------- - - - - -- 4,146 SQ.FT.
PARKING REQUIRED --- - - - - -- 21 SPACES
BUILDING CALCULATIONS
(AS PER BASE BLDG. OWGSJ
15P. / 200 51=. ( 42,41(o /200 = 212.38
ROUND UP ------------ - - - - -- 213
5%' BONUS ARCADE --------- 202.35
SUBTOTAL ------------ - - - - -- 203
101' REQUIRED ON SITE - - - -- 141.65
TOTAL PARKING REQUIRED
PER CITY OF SOUTH MIAMI - -- 142 SP.
PARKING PROVIDED ON SITE - 161 SP.
EXCESS PARKING ----- - - - - -- i9 SP.
1:XI6T EXIOT
TFeff rmps
Eur-3I
5ITE PLAN - KEY PLAN
5CAILE: I" = 201 -01I
OCCUPANCY "BU51NE55 GROUP 511
I
OCCUPANT LOAD ( TABLE 1.3.1.2 FFPC )
TOTAL TENANT AREA ---------------------- - - - - -- 3,995 $OPT,
BUSINESa USE AREAS ------------------- - - - - -- 3,995 / 100 = 40 PEOPLE
TOTAL OCCUPANT LOAD ---------------------------- - - - - -- 40 PEOPLE
FLAME ;SPREAD RATING C TABLE 803.5 FBC )
ALL INTERIOR FINISH
SHALL BE "'CLASS V MINIMUM
TABLE 403.1 - TOILET FIXTURE ROU_I_REMENT5
REQUIRED PROVIDED
1/25 = 2 W/C ---- - - - - -- 4 W/C
1140 - 1 LAV --- - - - - -- 4 LAYS
1 /100 1 D.F. --- - - - - -- I D.P.
4m
1. CONTRACTOR SHALL WORK THESE DOCUMENTS IN CONJUNCTION WITH
EQUIPMENT MANUFACTURER INSTALLATION DATA PACKAGE AND
WITH ATOMIC INTERNATIONAL SHOP DRAWINGS FOR VAULT FABRICATION.
2. REFER TO EQUIPMENT MANUFACTURER INSTALLATION DATA PACKAGE
FOR HIDDEN SUPPORT, BLOCKING, BRACING, PIPING, ETC,
3. CONTRACTOR SHALL COORDINATE DELIVERY OF EQUIPMENT WITH
MANUFACTURER'S REPRESENTATIVE. CONTRACTOR SHALL COORDINATE
ALL WORK WITH EQUIPMENT MANUFACTURER FIELD REPRESENTATIVE
BEFORE COVERING UP ANY OF THE INSTALLED WORK.
4. CONTRACTOR SHALL COORDINATE WITH PHYSICIST CONTRACTED BY
OU.INERS FOR SHIELDING REQUIREMENTS OF VAULT t VAULT DOORS.
5. OWNER SHALL PROVIDE REPORT -SHOP DRAWING FROM PHYSICIST FOR
REQUIRED SHIELDING OF VAULT AND VAULT DOOR
6. CONTRACTOR SHALL COORDINATE HIS WORK WITH ATOMIC INTERNATIONAI
FOR FABRICATION OF EQUIPMENT VAULT.
41 41
43
44 4,
SCOPE OF WORK
INTERIOR TENANT IMPROVEMENTS
IN EXISTING MULTI STORY BUILDING.
ARCHITECTURAL
A -1 SITE PLAN / NOTES
A -2 FLOOR PLAN
A -3 REFLECTED CEILING PLAN
A -4 FLOOR PLAN - N5W SLAB
A -5 EQUIPMENT VAULT PLAN 4 DETAILS
A -6 PARTITION TYPES 4 DETAILS
A -T RESTROOM ENLARGEMENT t DETAILS
A -8 SCHEDULES / CABINET DETAILS / RECEPTION DETAILS
A -9 FIRE RATING DETAILS
L5 -I LIFE SAFETY FLOOR PLAN
6-1 VAULT FOUNDATION PLAN /DETAILS
5 -100 LEDITE STRUCTURAL PLAN
T
E -I LIGHTING PLAN
E -2 POWER PLAN
E -3 ENLARGED FLOOR PLAN - CLINAC VAULT
E -4 NOTES, KEY PLANS, ELECT. RM. ENLARGEMENT
E -5 PANELS, SCHEDULES, RISERS, NOTES
MECHANICAL
M -1 FLOOR PLAN
M -2 CHILLER, COND UNIT LOCATION PLAN
M -3 DETAILS
M -4 SCHEDULES AND DETAILS
PLUMBING
P -1 FLOOR PLAN
P -2 RISERS
FIRE SPRINKLERS
FP -I FLOOR PLAN /DETAILS
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DATES 05/22/07
PROD Not —
DWG 5Ys JE9
REvs —
Q07/20/07
ZONING — REVIEW
Q08/20/07
STRUCTURAL— REVIEW
A -1
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