12-965-040I
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FIRE PROTECTION AS- GUILTS NOTE
FIRE PROTECTION CONTRACTOR IS REQUIRED TO SUBMIT FIRE PROTECTION AS BUILT
PLANS UPON COMPLETION OF THE PROJECT. COMPLETION IS DEFINED AS THE OWNER
RECEIVING A 'CO' AND FIRE PROTECTION INSPECTOR HAS FINALIZED AND APPROVED
THE INSTALLATION.
AS GUILTS SHALL BE SUBMITTED IN ELECTRONIC FASHION IN EITHER AUTOCAD
FORMAT OR SCANNED FILES IN PDF FORMAT.
AS BUILTS SHALL BE LEGIBLE AND NEAT. AS BUILTS WILL BE RETAINED BY
ARCHITECT AND ENGINEER FOR RECORDS OF CHANGES TO THE SYSTEM. AS BUILTS
WILL BE SUBMITTED TO OWNER THROUGH ARCHITECT AND ENGINEER.
SPRINKLER NOTES
I. ALL FIRE PROTECTION SYSTEMS SHALL BE IN COMPLIANCE WITH THE STATE AND
LOCAL FIRE CODES AND ORDINANCES AND AS PER NFPA 13 - 2007, NFPA 14 -2007,
NFPA 20 - 2007 & NFPA 24 - 2007 EDITION REQUIREMENTS.
2. MAKE ALL OFFSETS REQUIRED AS PER JOB CONTIONS.
3. CONTRACTOR TO PROVIDE AND TURN OVER TO THE OWNER AT LEAST (12) SPARE
SPRINKLERS OF SAME TYPE AND TEMPERATURE RATING BEING INSTALLED.
4. PROVIDE SPRINKLER GUARDS ON HEADS IN ELECTRICAL ROOMS, IT ROOMS, MECHANICAL
ROOMS, AND ALL EXPOSED CEILINGS.
5. ALL SPRINKLER HEADS SHALL BE CENTERED AND PRESENT A NEAT AND BALANCED
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. SPRINKLER HEADS SHALL BE A MINIMUM OF 12' FROM ANY DIFFUSER PER NFPA 13.
8. CONTRACTOR SHALL COORDINATE WITH STRUCTURE AND OTHER TRADES BEFORE
INSTALLING SPRINKLER WORK.
9. SPRINKLER HEAD %2' ORIFICE WITH 5.6 K- FACTOR, QUICK RESPONSE.
10. INSTALL PIPING TIGHT TO STRUCTURE WHERE POSSIBLE.
11. SPRINKLER SYSTEM TO BE INSTALLED BY A STATE CERTIFIED FIRE PROTECTION
CONTRACTOR.
12. SPRINKLER PIPING SHALL BE UL LISTED THREADABLE THINWALL AND /OR ALLIED XL
I' THROUGH 3' AND SCHEDULE 10 BLACK STEEL ASTM /A.135, UL LISTED FOR PIPING
4' AND LARGER. SEE SPECIFICATIONS FOR MORE INFORMATION.
13. SYSTEM DESIGNED FOR LIGHT HAZARD OCCUPANCY EXCEPT FOR ORDINARY HAZARD
GROUP I OCCUPANCY IN ELECTRICAL, MECHANICAL, AND STORAGE ROOMS SYSTEM
CALCULATED TO THE STREET MAIN UTILIZING A FLOW TEST TAKEN NO MORE THAN
180 DAYS BEFORE INSTALLATION.
14. PAINT RED ALL EXPOSED FIRE RISERS, INSPECTORS TESTS ASSEMBLIES & DRAIN
RISERS.
15. CONTRACTOR SHALL COORDINATE WITH ALL DISCIPLINES INVOLVED SO AS TO AVOID
ANY PIPE ROUTING PROBLEMS.
16. 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.
I. 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.
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.
17. SEAL PENETRATIONS OF FIRE RATED WALLS, CEILINGS AND FLOORS IN
ACCORDANCE WITH U.L. FIRE RESISTANCE INDEX FOR THROUGH PENETRATION
FIRE STOP SYSTEMS. COORDINATE REQUIREMENTS WITH ARCHITECTURAL
PLANS AND SPECIFICATIONS.
18. FIRE PROTECTION CONTRACTOR SHALL PREPARE A SET OF COORDINATION SHOP
DRAWINGS BASED ON PIPE SIZES SHOWN FOR ALL LEVELS COORDINATED WITH
ALL THE ENGINEERING DISCIPLINES AND FIRE PROTECTION PIPING. THESE SHOP
DRAWINGS SHALL BE SUBMITTED TO SSR ENGINEER FOR APPROVAL PRIOR TO
FABRICATION, INSTALLATION OR SUBMITTAL TO BUILDING DEPARTMENT.
19. 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.
20. 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 200 PSIG FOR A MINIMUM
OF 2 HOURS. ALLOWANCE SHALL INCLUDE FIXING LEAKS AND RETESTING.
21. 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.
22. SCHEDULE 5 PIPING AND FLEXIBLE SPRINKLER HEAD DROPS ARE NOT APPROVED
OR ACCEPTED PRODUCTS.
23. VISIT THE SITE TO CHECK AND VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING
TO INSURE THE COORDINATION OF THE FIRE SERVICES WITH EXISTING CONDITIONS.
24. CUTTING OF STRUCTURAL AND /OR ARCHITECTURAL MEMBERS TO BE DONE ONLY
WITH THE WRITTEN APPROVAL OF THE ARCHITECT AND STRUCTURAL ENGINEER.
25. SPRINKLER HEADS ARE TO BE COORDINATED WITH ALL LIGHTING FIXTURES AND
STRUCTURAL SYSTEM.
26. INDICATE CENTER TO CENTER DIMENSIONS AND /OR PIPE CUT LENGTHS AND
NOMINAL PIPE DIAMETERS OF ALL PIPING ON SHOP DRAWINGS.
27. INDICATE PIPE TYPE, SCHEDULE OF WALL THICKNESS AND METHOD OF JOINING ON
SHOP DRAWING.
28. CAUTION: MATERIAL SUBMITTALS AND SHOP DRAWINGS SHALL BE SUBMITTED TO
ARCHITECT /ENGINEER FOR APPROVAL AND SHALL BE APPROVED BEFORE ANY
INSTALLATION.
29. CONTRACTOR SHALL PROVIDE ALLOWANCE IN BID FOR AN ADDITIONAL 12 CONCEALED
HEADS WITH 10 FOOT 1' ARMOVER, I 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.
30. 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.
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.
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. PROVIDE SYSTEM(S) WITH FLUSHING CONNECTION(S).
38. INDICATE THE TOTAL SQUARE FOOT AREA PROTECTED BY FIRE PROTECTION
SYSTEM.
39. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF FIRE EXTINGUISHERS
WITH THE ARCHITECTURAL LIFE SAFETY DRAWINGS, PRIOR TO INSTALLATION.
40. 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.
41. 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.
42. PROVIDE HANGERS ON ALL ARMOVERS OF 12' OR MORE IN LENGTH AND PER
NFPA 13.
43. 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.
44. PIPING SHALL NOT BE RUN OVER ANY ELECTRICAL PANELS, ELECTRICAL EQUIPMENT
AND PHONE PANELS.
45. 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.
46. SPRINKLERS IN AREAS WITH EXPOSED STRUCTURE (OBSTRUCTED CONSTRUCTION)
SHALL BE INSTALLED WITH DEFLECTOR In BELOW BOTTOM OF THE BEAM (MAXIMUM
22' BELOW ROOF DECK) PER NFPA 13.
47. DEFLECTORS OF SPRINKLERS UNDER CONCRETE TEE CONSTRUCTION WITH STEMS
SPACED LESS THAN 7 FEET BUT MORE THAN 3 FEET ON CENTER SHALL,
REGARDLESS OF THE EPTH OF THE TEE, BE PERMITTED TO BE LOCATED AT OR
ABOVE A HORIZONTAL PLANE I' BELOW THE BOTTOM OF THE STEMS OF THE TEES
AND SHALL COMPLY WITH TABLE 8.6.5.1.2 OF NFPA 13. CONTRACTOR SHALL
COORDINATE WITH STRUCTURAL DRAWINGS.
48. CONTRACTOR SHALL COORDINATE WITH FIRE ALARM CONTRACTOR FOR ALL
FIRE ALARM DEVICES INCLUDING FLOW AND TAMPER SWITCHES.
49. CONTRACTOR SHALL PROVIDE PROVISIONS FOR FLUSHING SPRINKLER PIPING PER
NFPA 13, 8.14.16. SHOW LOCATIONS OF FLUSHING CONNECTIONS ON SPRINKLER SHOP
DRAWINGS.
50. 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.
51. 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.
52. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR SOFFIT LOCATIONS
AND CEILING HEIGHTS.
53. ENGINEERING SERVICES TO BE REMOVED SHALL BE CAPPED AND PLUGGED.
54. REFER TO DIVISION 15 SPECIFICATIONS FOR MORE INFORMATION.
55. CONTRACTOR SHALL REMOVE EXISTING SPRINKLER HEADS AS SHOWN AND
ADJUST PIPING TO NEW CEILING PATERN.
56. 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.
57. 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.
58. CONTRACTOR SHALL RAISE ALL EXISTING SPRINKLER PIPING WITHIN SCOPE TIGHT TO
STRUCTURE AND PROVIDE NEW FITTINGS THROUGHOUT.
59. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING PIPING INCLUDING FITTINGS &
SPRINKLERS ARE RATED FOR 175 PSI PRIOR TO BIDDING. IF DISCREPANCIES ARE
FOUND THEY ARE TO BE BROUGHT TO THE ENGINEERS ATTENTION.
60. 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.
61. ENGINEERING SERVICES TO BE REMOVED SHALL BE CAPPED AND PLUGGED.
62. 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. SEE MECHANICAL DRAWINGS FOR COORDINATION OF
VENTILATION REQUIREMENTS REQUIRED BY ICRA.
63. 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 IN
A 24 HOUR PERIOD AS REQUIRED PER THE FLORIDA FIRE PREVENTION CODE 2010.
COORDINATE REQUIREMENTS WITH OWNER.
FIRE PROTECTION LEGEND A
SYMBOL DESCRIPTION
SYMBOL DESCRIPTION
F
FIRE LINE OR MAIN
F.E.
FIRE DEPARTMENT VALVE CABINET
-A/S-
AUTOMATIC SPRINKLER MAIN
FP -I, ETC
FIXTURE INDENTIFICATION
D
DRAIN LINE
QD
CONNECTION TO EXISTING
*
PIPE TURNED UP
•
FIRE EXTINGUISHER
*
PIPE TURNED DOWN
T.S.
FLOW SWITCH
j
BALL VALVE
F.S.
CAP ON LINE
�-'�-
CHECK VALV
<jL>
HYDRAULIC CALCULATION PIPE NODE
--F{I-
UNION IN PIPE
Q
HYDRAULIC CALCULATION SPRINKLER
-►�-
SECTIONAL CONTROL VALVE
FIRE HYDRANT WITH VALVE
- -(
REMOVE EXISTING HEAD AND PLUG FITTING
_
O.S. &Y. GATE OR BUTTERFLY VALVE
W /TAMPER SWITCH.
01
REMOVE EXISTING HEAD & EXTEND I' BRANCH LINE
TO NEW HEAD LOCATION
-�
FIRE DEPARTMENT CONNECTION
?w
PIPING TO BE REMOVED
--�I --
CHECK VALVE
SPRINKLER HEAD BELOW DUCT WORK
FIRE PROTECTION ABBREVIATIONS
F.H.C.
FIRE HOSE CABINET
O.S. & Y.
OUTSIDE STEM AND YOKE
F.E.
FIRE EXTINGUISHER
S.C.V.
SECTIONAL CONTROL VALVE
A/S
AUTOMATIC SPRINKLER
F.H.
FIRE HYDRANT
F.SP.
FIRE STANDPIPE
R.P.B.P.
REDUCED PRESSURE BACKFLOW PREVENTER
P.I.V.
POST INDICATOR VALVE
A.F.F.
ABOVE FINISHED FLOOR
T.S.
TAMPER SWITCH
V.I,V,
VALVE IN VERTICAL
F.S.
FLOW SWITCH
B.V.
BUTTERFLY VALVE
R.C.V.
RISER CONTROL VALVE
SPRINKLER HEAD LEGEND
TYPE
K -FACT
TEMP
LOCATION
I. CONCEALED - QRS (W/WHITE C.P.)
5.6
155^
ALL SPACES UNLESS OTHERWISE NOTED
2. UPRIGHT GENERAL - ORS
5.6
155^
MECH. ROOMS AND ROOMS W /NO CEILINGS
FP5.1
FIRE PROTECTION DETAILS
SEE SPECIFICATIONS FOR MODEL NUMBERS.
�E PLUG ALL UNUSED OUTLETS.
DRAWING INDEX
SHEET
NUMBER
SHEET TITLE
FPO.1
FIRE PROTECTION SCHEDULES, LEGENDS, AND DRAWING INDEX
FPO.2
FIRE PROTECTION SPECIFICATIONS
FPO.3
FIRE PROTECTION SPECIFICATIONS
FP1.1
FIRST FLOOR PLAN - DEMOLITION - FIRE PROTECTION
FP2.1
FIRST FLOOR PLAN - NEW CONSTRUCTION - FIRE PROTECTION
FP5.1
FIRE PROTECTION DETAILS
DpMT It_ `S_TA him N S
pW.11I,S DRANA71T4G! . FIRE FI20'CCCTION
CONTRAC'i'Ofi' ; t+rGRKi1vG PLANS SHALL BE
SUn\, ,1ITTED FOR APPROVAL TO
MIAMI DAI)(3 Cot NTY F,RB NT BEFORE
f4 fit,. „t. _` t•, :<'.,'�. °,. 1. r 1o�-/.
Smith
SSAL 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
Michael A. Steward PE - 65701
John E. Moulder PE - 33200
SSR JOB # 1232016.0
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Comm. No:
12007,00
Date:
05/22/12
Drawn:
' No.
Revised:
THE
E
' No.
9;L91