10-732-026I
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1. ALL FIRE PROTECTION SYSTEM SHALL BE IN COMPLIANCE WITH THE STATE AND
LOCAL FIRE CODES AND ORDINANCES AND AS PER NFPA 13 - 2002 AND
NFPA 14 - 2003 EDITION REQUIREMENTS.
2. MAKE ALL OFFSETS REQUIRED AS PER JOB CONDITIONS.
3. CONTRACTOR TO PROVIDE AND TURN OVER TO THE OWNER AT LEAST (6)
SPARE SPRINKLERS OF SAME TYPE AND TEMPERATURE RATING BEING INSTALLED
INSIDE OF SPARE SPRINKLER CABINETS. COORDINATE LOCATION WITH OWNER.
4. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE SPRINKLER HEAD LOCATIONS WITH
SOFFITS AND ANY CEILING OBSTRUCTIONS PER NFPA 13.
5. ALL SPRINKLER HEADS SHALL BE CENTERED AND PRESENT A NEAT AND
BALANCED CEILING PATTERN UNLESS SHOWN OTHERWISE.
6. PROVIDE AND MAINTAIN A MINIMUM CLEARANCE OF 18' BETWEEN THE
BOTTOM OF THE SPRINKLER DEFLECTOR AND THE TOP OF STORAGE,
FILE, SHELVING, ETC.
7. CONTRACTOR SHALL FIELD VERIFY LOCATION AND QUANTITY OF ALL CEILING
MOUNTED DEVICES INCLUDING SMOKE DETECTORS TO BE REMOVED DURING
CONSTRUCTION TO INSTALL SPRINKLER PIPING. EXISTING EQUIPMENT AND FIXTURES
SHALL BE REPAIRED TO ORIGINAL OPERATION OR REPLACED SHOULD THEY BE
DAMAGED DURING CONSTRUCTION.
8. SCHEDULE 5 PIPING AND FLEXIBLE SPRINKLER HEAD DROPS ARE
NOT APPROVED OR ACCEPTED PRODUCTS.
9. CONTRACTOR SHALL COORDINATE WITH STRUCTURE AND OTHER TRADES
BEFORE INSTALLING SPRINKLER WORK.
10. SPRINKLER HEAD RATED c 155 DEGREES F.,' /¢ ORIFICE WITH 5.6 K- FACTOR,
QUICK RESPONSE UNLESS OTHERWISE NOTED.
11. INSTALL PIPING TIGHT TO STRUCTURE WHERE POSSIBLE.
12. SPRINKLER SYSTEM SHALL BE INSTALLED BY A STATE CERTIFIED FIRE
PROTECTION CONTRACTOR.
13. PIPES FOR FUTURE USE SHALL BE CAPPED ABOVE CEILING.
14. SPRINKLER PIPING SHALL BE UL LISTED THREADABLE THINWALL AND /OR ALLIED XL
1' THROUGH 3' AND SCHEDULE 10 BLACK STEEL ASTM /A.135, UL LISTED FOR PIPING
4' AND LARGER.
15. SYSTEM DESIGNED FOR LIGHT HAZARD OCCUPANCY.
16. CONTRACTOR SHALL REMOVE EXISTING SPRINKLER HEADS AS SHOWN AND
ADJUST PIPING TO NEW CEILING PATERN.
17. CONTRACTOR SHALL COORDINATE WITH ALL DISCIPLINES INVOLVED
SO AS TO AVOID ANY PIPE ROUTING PROBLEMS.
18. EXISTING SERVICES INDICATED ON THESE DRAWINGS WERE DERIVED
FROM EXISTING DRAWINGS AND LIMITED FIELD OBSERVATIONS. THESE
DRAWINGS MAY NOT BE ALL INCLUSIVE OF SERVICES THAT EXIST IN THE
PROJECT AREA. CONTRACTOR SHALL VERIFY SERVICES, LOCATION, TYPE
AND SIZE PRIOR TO ANY CONSTRUCTION. ANY DEVIATIONS IMPACTING WORK
SHOWN ON THESE DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT FOR
COORDINATION PRIOR TO CONSTRUCTION.
19. CONTRACTOR IS RESPONSIBLE FOR RELOCATING ALL EXISTING FIRE MAINS AND
SPRINKLER PIPING TO FACILITATE THE INSTALLATION OF NEW ELECTRICAL,
MECHANICAL AND PLUMBING SYSTEMS. THIS INCLUDES ALL CEILING SPACES,
SHAFTS, WALLS, ETC.
20. CONTRACTOR SHALL RAISE ALL EXISTING SPRINKLER PIPING WITHIN SCOPE TIGHT TO
STRUCTURE AND PROVIDE NEW FITTINGS THROUGHOUT.
21. PRESSURE TEST PIPING AT 200 PSIG FOR A MINIMUM OF TWO HOURS. IF LEAKS
ARE FOUND THEN CONTRACTOR SHALL FIX LEAKS AND TEST AGAIN. CONTRACTOR
SHALL ALSO PROVIDE ALLOWANCE IN BID FOR PRESSURE TESTING OF EXISTING
PIPING SHOWN TO REMAIN AT 200 PSIG FOR A MINIMUM OF 2 HOURS. ALLOWANCE
SHALL INCLUDE FIXING LEAKS AND RETESTING.
22. FIRE PROTECTION CONTRACTOR SHALL PREPARE A SET OF INSTALLATION SHOP
DRAWINGS BASED ON PIPE SIZES SHOWN COORDINATED WITH ALL THE ENGINEERING
DISCIPLINES AND FIRE PROTECTION PIPING. THESE SHOP DRAWINGS SHALL BE
SUBMITTED TO SSR ENGINEERS FOR APPROVAL PRIOR TO FABRICATION,
INSTALLATION OR SUBMITTAL TO BUILDING DEPARTMENT. ALSO, MATERIAL
SUBMITTALS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL
PRIOR TO ANY INSTALLATION.
23. CONTRACTOR 8.14.16. SHALL PROVIDE FLUSH FLUSHING CONNECTIOSPRINKLER N SPRINKLER SHOP
DRAWINGS.
24. SEAL PENETRATIONS OF FIRE RATED WALLS AND FLOORS IN ACCORDANCE
WITH U.L. FIRE RESISTANCE INDEX FOR THROUGH PENETRATION FIRE STOP
SYSTEMS. COORDINATE REQUIREMENTS WITH ARCHITECTURAL PLANS AND
SPECIFICATIONS.
25. ALL GROOVED AND SCREWED FITTING SHALL BE APPROVED BY AN ENGINEER WHO
RESERVES THE RIGHT TO DISAPPROVE ANY FITTING. ALL FITTING TYPES SHALL BE
FROM THE SAME MANUFACTURER.
26. VISIT THE SITE TO CHECK AND VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING
TO INSURE THE COORDINATION OF THE FIRE SERVICES WITH EXISTING CONDITIONS.
27. CUTTING OF STRUCTURAL AND /OR ARCHITECTURAL MEMBERS TO BE DONE ONLY
WITH THE WRITTEN APPROVAL OF THE ARCHITECT AND STRUCTURAL ENGINEER.
28. SPRINKLER HEADS ARE TO BE COORDINATED WITH ALL CEILING DEVICES (LIGHTS,
DIFFUSERS, ETC.) AND STRUCTURAL SYSTEM.
29. INDICATE CENTER TO CENTER DIMENSIONS AND /OR PIPE CUT LENGTHS AND
NOMINAL PIPE DIAMETERS OF ALL PIPING ON SHOP DRAWINGS.
30. INDICATE PIPE TYPE, SCHEDULE OF WALL THICKNESS AND METHOD OF JOINING ON
SHOP DRAWING.
31. PROVIDE A PERMANENTLY ATTACHED NAME TAG STATING THE REQUIRED DESIGN
CRITERIA FOR EACH HYDRAULICALLY DESIGNED SYSTEM.
32. IMMEDIATELY NOTIFY THE ARCHITECT /ENGINEER OF ANY DISCREPANCIES FOUND
BETWEEN THESE PLANS, OTHER ENGINEERING PLANS, THE ARCHITECTURAL PLANS
AND /OR FIELD CONDITIONS PRIOR TO FINAL BID PRICE OR FINAL PERMITTING.
33. IN CASE OF DISPUTE OR DOUBT AS TO INTENT OF DRAWINGS OR SPECIFICATIONS,
OBTAIN ARCHITECT /ENGINEER'S DECISION BEFORE PROCEEDING WITH WORK OR BID
INVOLVED. FAILURE TO FOLLOW THIS INSTRUCTION SHALL CONSTITUTE LIABILITY
FOR DAMAGE TO OTHER WORK AND FOR REMOVING AND REPAIRING DEFECTIVE OR
MISLOCATED WORK IN PROPER MANNER.
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34. BEFORE SUBMITTING PROPOSAL OR BID, EXAMINE ALL DRAWINGS AND SPECIFICATIONS
RELATING TO THIS PROJECT, THE AMOUNT OF SPACE AVAILABLE FOR PIPING,
EQUIPMENT AND CONNECTING SERVICES, THE SITE OF THE WORK, THE REQUIREMENTS
TO CORRELATE THE FIRE PROTECTION WORK WITH THAT OF OTHER TRADES AND
THE TIME SCHEDULE NECESSARY TO PERFORM THAT WORK.
35. ALL SPRINKLER HEADS MOUNTED IN CEILING SHALL BE LOCATED A MINIMUM OF 4"
AWAY FROM ANY WALLS, CEILING HEIGHT CHANGES OR ANY OTHER VERTICAL
INTERSECTING STRUCTURAL SURFACE.
36. PIPE SHALL BE REAMED AND CLEANED BEFORE ASSEMBLY, AND AFTER ASSEMBLY.
THE ENTIRE PIPING SYSTEM SHALL BE FLUSHED CLEAN.
37. ALL PENETRATIONS OR OPENINGS FROM REMOVED
PIPES THROUGH EXISTING BUILDING
WALLS AND FLOORS SHALL BE SLEEVED AND /OR
PATCHED TO MATCH ORIGINAL. SEE ARCHITECTURAL
DRAWINGS FOR FINAL FINISHES.
38. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE
TO EXISTING PIPING OR EQUIPMENT DUE TO NEW
CONSTRUCTION AND HE SHALL RESTORE EXISTING
WORK TO ITS ORIGINAL CONDITION AT NO COST TO THE
OWNER.
39. PROVIDE HANGERS ON ALL ARMOVERS OF 12' OR MORE IN LENGTH AND PER
NFPA 13.
40. WARRANTY /GUARANTEE
A. THE CONTRACTOR SHALL WARRANTY /GUARANTEE AND MAINTAIN THE STABILITY
OF WORK AND MATERIALS AND KEEP SAME IN PERFECT REPAIR AND CONDITION
FOR THE PERIOD OF ONE YEAR.
B. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS, APPEARING
DURING THE ABOVE MENTIONED PERIOD, MUST BE IMMEDIATELY REPAIRED BY
THE CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OF THE
OWNER AND ENGINEER. SUCH RECONSTRUCTION AND REPAIRS SHALL INCLUDE
DAMAGE TO THE FINISH OR FURNISHING OF THE BUILDING RESULTING FROM THE
ORIGINAL DEFECT OR REPAIR THERETO.
41. PROVIDE HEAD GUARDS ON ALL SPRINKLERS IN MECHANICAL ROOMS, ELECTRICAL
ROOMS AND ALL ROOMS WITH EXPOSED CEILINGS.
42. SPRINKLER HEADS SHALL BE A MINIMUM OF 12" FROM ANY DIFFUSER PER NFPA 13.
43. CONTRACTOR SHALL PROVIDE ALLOWANCE IN BID FOR AN ADDITIONAL 4 CONCEALED
HEADS WITH 10 FOOT 1' ARMOVER, 1 TEE AND 2 ELBOWS TO EACH HEAD. PROVIDE
LINE ITEM COST PER HEAD WITH ASSOCIATED ARMOVER, FITTINGS AND HANGERS.
INSTALL HEADS WHERE REQUIRED BY TEMPORARY WALLS, LOCAL AHJ,UNFORSEEN
CONDITIONS, ETC.
44. PROVIDE SPRINKLERS ABOVE AND BELOW DUCTWORK, CONDUIT, PIPING, ETC. 48' IN
WIDTH AND LARGER. THIS INCLUDES SYSTEMS LOCATED ADJACENT TO EACH
OTHER WHICH THEIR COMBINED WIDTH IS 48' OR LARGER.
45. PIPING SHALL NOT BE RUN OVER ANY ELECTRICAL AND PHONE PANELS OR
EQUIPMENT.
46. THE FIRE PROTECTION CONTRACTOR SHALL KEEP A SET OF MARKED UP DRAWINGS
AS THE JOB PROGRESSES. NO MAJOR CHANGE SHALL BE MADE TO FIRE PROTECTION
DESIGN ENGINEERING UNLESS IT HAS BEEN COORDINATED, DRAWN AND SUBMITTED
FOR APPROVAL.
47. FIRE PROTECTION SERVICES TO BE REMOVED SHALL BE CAPPED.
48. CONTINUITY OF SERVICE: INTERRUPTIONS OF EXISTING SERVICES
OR FACILITIES SHALL BE KEPT TO A MINIMUM AND THE
CONTRACTOR SHALL FURNISH ALL MATERIALS AND LABOR
REQUIRED WHENEVER TEMPORARY CONNECTIONS ARE NECESSARY
TO MAINTAIN CONTINUITY OF SERVICE. INTERRUPTIONS OF THE
EXISTING SERVICES, THE INSTALLATION OF TEMPORARY FACILITIES,
AND THE WORK OF MAKING FINAL CONNECTIONS TO NEW WORK
SHALL BE DONE ONLY AT SUCH TIMES AS PERMITTED AND SCHEDULED
BY THE OWNER. ALL SUCH CONNECTIONS AND TIE -INS SHALL BE
COORDINATED THROUGH THE OWNERS PROJECT MANAGER.
1. THE DURATION OF EACH SHUTDOWN SHALL BE LIMITED TO NIGHTS AND /OR
WEEKENDS WITH THE TIME FRAME FOR SHUTDOWNS AS SPECIFIED BY THE
OWNER. THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING FORTY -EIGHT
(48) HOURS IN ADVANCE OF EACH REQUIRED INTERRUPTION OF EXISTING SERVICE.
ANY AREA AFFECTED BY SHUTDOWN SHALL REQUIRE A 24 HOUR /7 DAYS PER
WEEK FIRE WATCH.
2. THE CONTRACTOR SHALL INCLUDE IN BID PRICE ALL PREMIUM TIME
CHARGES FOR LABOR AND EQUIPMENT REQUIRED FOR ALL NIGHT AND
WEEKEND OVERTIME WORK, AS NECESSARY, TO COMPLETE THE SCOPE
OF THE CONTRACT.
49. SSR IS CONTRACTED BY THE HOSPITAL /OWNER TO BE THE ENGINEER OF RECORD
FOR THIS PROJECT. CONTRACTOR SHALL PRODUCE SHOP DRAWINGS WHICH MATCH
THESE DRAWINGS IN DESIGN INTENT (PIPE ROUTING, PIPE SIZING, SPRINKLER HEAD
LAYOUT, ETC.). CONTRACTOR SHALL COORDINATE FIRE PROTECTION INSTALLATION
WITH SITE CONDITIONS (STRUCTURE, CEILING, DUCTWORK, PIPING, CONDUIT, ETC.), AND
PROVIDE OFFSETS TO PIPE ROUTING OR DEVIATIONS FROM DESIGN INTENT ONLY
WHERE REQUIRED BY SITE CONDITIONS OR APPLICABLE CODES.
50. CONTRACTOR SHALL PROVIDE 24/7 FIRE WATCH FOR ALL AREAS OF THE HOSPITAL
THAT HAVE THE FIRE PROTECTION SYSTEM SHUTDOWN FOR 4 HOURS OR MORE AS
REQUIRED PER THE FLORIDA FIRE PREVENTION CODE 2007. COORDINATE
REQUIREMENTS WITH OWNER.
51. CONTRACTOR SHALL PATCH WALLS, FLOORS, ROOFING AND CEILINGS TO MATCH
EXISITNG FINISHES FOR DEMOLITION AND INSTALLATION OF FIRE PROTECTION
SYSTEMS. COORDINATE WITH ARCHITECTURAL DRAWINGS.
52. ENGINEERING SERVICES TO BE REMOVED SHALL BE CAPPED AND PLUGGED.
53. CONTRACTOR SHALL PROVIDE ALLOWANCE IN BID FOR AN ADDITIONAL 10 CONCEALED
HEADS WITH 10 FOOT V ARMOVER, 1 TEE AND 2 ELBOWS TO EACH HEAD. PROVIDE
LINE ITEM COST PER HEAD WITH ASSOCIATED ARMOVER, FITTINGS AND HANGERS.
54. ALL EQUIPMENT AND PIPES IN MECHANICAL ROOMS SHALL BE LABELED. PIPE
LABELS SHALL INCLUDE DIRECTION OF FLOW.
55. PROVIDE A MINIMUM OF 6 INCHES IN BETWEEN ALL PIPING AND FIRE RATED AND SMOKE
TIGHT PARTITIONS FOR REQUIRED INSPECTIONS. ANY PIPING WITHIN THIS 6 INCHES SPACE
SHALL BE REQUIRED TO BE MOVED AND REROUTED. ANY COST IMPACT TO OTHER
TRADES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
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FIRE PROTECTION LEGEND
SYMBOL DESCRIPTION
SYMBOL DESCRIPTION
F
FIRE LINE OR MAIN
1111111111111111r
FIRE DEPARTMENT VALVE CABINET
A/S
AUTOMATIC SPRINKLER MAIN
FP -1, ETC
FIXTURE INDENTIFICATION
D
DRAIN LINE
0
CONNECTION TO EXISTING
^
PIPE TURNED UP
9
FIRE EXTINGUISHER
o
PIPE TURNED DOWN
I
FLOW SWITCH
j
BALL VALVE
F.D.V.
CAP ON LINE
CHECK VALVE
--o- -'
SPRINKLER HEAD BELOW DUCTWORK
UNION IN PIPE
PIPING TO BE REMOVED
_
O.S. &Y. GATE OR BUTTERFLY VALVE
W / TAMPER SWITCH.
REMOVE EXISTING HEAD AND PLUG FITTING
-- fi,,� --
CHECK VALVE
REMOVE EXISTING HEAD & EXTEND 1' BRANCH LINE
TO NEW HEAD LOCATION
-;-
CONTROL VALVE AND CHECK VALVE WITH
FLOW AND TAMPER SWITCHES
FIRE PROTECTION ABBREVIATIONS
F.H.C.
FIRE HOSE CABINET
E.P.
ELECTRICAL PANEL
F.E.
FIRE EXTINGUISHER
F.E.0
FIRE EXTINGUISHER CABINET
A/5
AUTOMATIC SPRINKLER
F.D.V.C.
FIRE DEPARTMENT VALVE CABINET
F.SP.
FIRE STANDPIPE
O.S. & Y.
OUTSIDE STEM AND YOKE
RCV
RISER CONTROL VALVE
A.F.F.
ABOVE FINISHED FLOOR
T.S.
TAMPER SWITCH
F.S.
FLOW SWITCH
F.D.V.
FIRE DEPARTMENT VALVE
SPRINKLER HEAD LEGEND
TYPE
K -FACT
TEMP
LOCATION
1. CONCEALED - QRS (WHITE COVER PLATE)
5.6
1550
ALL SPACES UNLESS OTHERWISE NOTED
FP2.1
PARTIAL FIRST FLOOR - NEW CONSTRUCTION - FIRE PROTECTION
FP5.1
FIRE PROTECTION DETAILS
SEE SPECIFICATIONS FOR MODEL NUMBERS.
* PLUG ALL UNUSED OUTLETS.
INFECTION CONTROL MEASURES
1. CONTRACTOR SHALL OBTAIN FROM THE OWNER A COPY OF THE INFECTION CONTROL
RISK ASSESSMENT (ICRA) PREPARED FOR THIS PROJECT. CONTRACTOR SHALL REVIEW
THE REQUIREMENTS IN THE REPORT AND PERFORM ALL WORK IN ACCORDANCE WITH
THOSE REQUIREMENTS. CONTRACTOR SHALL STRICTLY ADHERE TO THE LIMITS OF
THE CONSTRUCTION AREA, AND WHERE PHASING APPLIES SHALL ADHERE TO THE
PHASING PLAN. ANY WORK OUTSIDE THE CONSTRUCTION AREA SHALL BE COORDINATED
WITH THE OWNER AND PERFORMED IN ACCORDANCE WITH THE ICRA REPORT, UNDER
THE SUPERVISION OF THE OWNER'S REPRESENTATIVE OR OTHER DESIGNATED ICRA
COMMITTEE OFFICER.
2. TO THE EXTENT THAT IT IS REQUIRED BY THE ICRA, THE CONTRACTOR SHALL
ENDEAVOR TO MAINTAIN EXISTING LEVELS OF INDOOR AIR QUALITY IN AREAS
SURROUNDING AND ADJACENT TO THE CONSTRUCTION WORK ZONE, AND ELSEWHERE
IN THE FACILITY. IT SHOULD BE ANTICIPATED THAT THE ICRA REPORT WILL REQUIRE
MEASURES TO THIS EFFECT INCLUDING ERECTION OF CONSTRUCTION ZONE BARRIERS
AND PROVISION OF NEGATIVE AIR PRESSURE IN THE CONSTRUCTION ZONE RELATIVE
TO OTHER AREAS OF THE FACILITY.
3.IN ADDITION TO THE MEETING THE REQUIREMENTS OF THE ICRA REPORT, THE
CONTRACTOR AT A MINIMUM SHALL PROVIDE EQUIPMENTAND COMPONENTS
NECESSARY TO CREATE A NEGATIVE PRESSURE IN THE CONSTRUCTION WORK ZONE
RELATIVE TO ADJACENT AREA. EXISTING HVAC SYSTEMS AND COMPONENTS SHALL
NOT BE USED FOR THIS FUNCTION, UNLESS SPECIFICALLY APPROVED BY THE OWNER'S
INFECTION CONTROL OFFICER. THE CONCEPT AND ALL ASPECTS OF THIS WORK SHALL
BE DONE IN ACCORDANCE WITH THE ICRA REQUIREMENTS AND AT A MINIMUM AS
FOLLOWS:
VERIFY ALL EXISTING FIRE PROTECTION WHICH PASSES THROUGH THE
CONSTRUCTION ZONE, AND IS TO REMAIN, IS SEALED AND PROTECTED
DURING THE CONSTRUCTION DURATION.
AIR REMOVED FROM THE CONSTUCTION ZONE SHALL BE FILTERED AND /OR
DISCHARGED AS DIRECTED BY THE ICRA REPORT.
PRESENT THE NEGATIVE AIR PRESSURE PLAN TO THE OWNER FOR APPROVAL
BY THE INFECTION CONTROL COMMITTEE.
PROVIDE MEANS TO MONITOR AND VERIFY NEGATIVE PRESSURE IS BEING
MAINTAINED IN ACCORDANCE WITH THE ICRA REPORT, AND PROVIDE
DOCUMENTATION TO THE OWNER AS REQUIRED.
4. COORDINATE IN ADVANCE ANY REQUIRED EQUIPMENT SHUTDOWN WITH THE OWNER,
AND VERIFY BEFORE SHUTDOWN THAT EXISTING OR DESIRED AIR PRESSURE
RELATIONSHIPS WILL NOT BE ADVERSELY AFFECTED.
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DRAWING INDEX
SHEET
NUMBER
SHEET TITLE
FPO.O
FIRE PROTECTION LEGENDS, SCHEDULES,AND DRAWING INDEX
FPO.1
FIRE PROTECTION SPECIFICATIONS
FP1.1
PARTIAL FIRST FLOOR - DEMOLITION - FIRE PROTECTION
FP2.1
PARTIAL FIRST FLOOR - NEW CONSTRUCTION - FIRE PROTECTION
FP5.1
FIRE PROTECTION DETAILS
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-Architecture Engineering Planning
Interi6r Design Landscope Architecture
2-eO ,South Bcvsh6re_Drive 10th Floor
Miami, Florida 33133
(305) 859 -2050 Fax (305) 860 -3700
ON
MEP ENGINEER:
Smith
Seckman
Reid, Inc.
600 West Hillsboro, Suite 300
Deerfield Beach, FL 33441
(954) 421 -1260
FAX: (954) 421 -1466
www.ssr- inc.com
Firm Certification - EB- 0000857
John E. Moulder PE - 33200
Michael A. Steward PE - 65701
SSR JOB # 1032062.0
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PERMIT' SUBMITTAL
CD PHASE
REVISIONS:
PROJECT NAME:
SOUTH MIAMI HOSPITAL
EAST TOWER FIBROID CENTER
B
PROJECT ADDRESS:
7400 S.W. 62nd Ave.
South Miami, Florida 33143
I
ON
COMM. NO. 40062.100
SCALE:
DATE: JUNE 30.2010
DRAWN:
A CHECKED:
CADD FILE:
DRAWING TITLE:
FIRE PROTECTION
LEGENDS, SCHEDULES
& DRAWING INDEX
SHEET NO.
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