14-62-020FIRE PROTECTION DEMOLITION NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE LOCATION OF ALL EXISTING
UTILITIES STUB -OUTS, PIPING, EQUIPMENT, ETC., AND /OR ANY CONDITION THAT MAY AFFECT HIS WORK. ALL
THE NECESSARY RE- ROUTING, RELOCATING AND /OR REMOVAL OF EXISTING PIPING, EQUIPMENT, ETC., SHALL
BE INCLUDED IN THE SCOPE OF WORK. IGNORANCE ON THE PART OF THE CONTRACTOR WILL IN NO WAY
RELIEVE HIM OF THE OBLIGATIONS AND RESPONSIBILITIES ASSUMED UNDER THIS CONTRACT.
2. THE NATURE OF THE REMODEL TYPE CONSTRUCTION POSES SPECIAL PROBLEMS FOR THE DESIGNER
ENGINEERS AS WELL AS THE PLUMBING CONTRACTOR. EVERY EFFORT HAS BEEN MADE BY THE ENGINEERS
TO SHOW AND VERIFY, WHERE POSSIBLE, THE LOCATION OF THE EXISTING PLUMBING SYSTEMS. THE MAJOR
PORTION OF THE PLUMBING SYSTEMS ARE AS SHOWN ON THE DRAWINGS: HOWEVER MINOR DEVIATIONS
MAY BECOME EVIDENT AS THE JOB PROGRESSES. NO ADVANTAGE IS TO BE TAKEN BY THE PLUMBING
U G
CONTRACTOR BECAUSE THESE MINOR DIFFERENCES. THE PLUMBING CONTRACTOR SHALL PERFORM A
FIELD VERIFICATION BEFORE BIDDING THIS PROJECT.
3. CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING HIS DEMOLITION WORK WITH OTHER TRADES, AND
TO PROTECT FROM DAMAGE EXISTING PIPES USED FOR FUTURE CONNECTIONS.
4. EXISTING PIPES SERVING AREAS REMAINING IN SERVICE AT THIS TIME SHALL NOT BE INTERRUPTED UNLESS A
TEMPORARY INTERRUPTION IS COORDINATED WITH THE OWNER.
5. ALL SERVICE INTERRUPTIONS SHALL BE SCHEDULED WITH THE AUTHORIZED REPRESENTATIVE OF THE
OWNER. ALL REMOVAL AND DISPOSAL WORK SHALL BE COORDINATED WITH THE AUTHORIZED
REPRESENTATIVE OF THE OWNER. REPRESENTATIVE OF THE OWNER (MCH). THE CONTRACTOR MUST BE
AWARE THAT, DUE TO THE LOCATION OF THE PROJECT, PORTIONS OF HIS WORK MUST BE PERFORMED
AFTER HOURS.
6. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT PROPERTY IN AREAS WHERE WORK
IS BEING CONDUCTED. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED TO BUILDING
COMPONENTS DUE TO WORK OPERATIONS. PATCH AND REPAIR EXISTING SURFACES DAMAGED AS
REQUIRED TO MATCH ADJACENT SURFACES.
7. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL EXISTING CONSTRUCTION, INCLUDING EXISTING TO
REMAIN AND TO BE REMOVED. ITEMS AND DEBRIS TO BE REMOVED WILL BE PROPERLY DISPOSED OF BY
THE CONTRACTOR, WITHIN HIS CONTRACT, AT NO COST TO THE OWNER.
8. ANY UTILITY LINES TO REMAIN AND THAT ARE BROKEN OR DAMAGED DURING DEMOLITION OPERATIONS
SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL CHARGE TO THE CONTRACT PRICE, OR SHALL
BE REPAIRED BY THE OWNER AT THE CONTRACTOR'S EXPENSE.
9. ANY DISCREPANCIES BETWEEN THE WORK DEPICTED ON THESE DOCUMENTS AND THE ACTUAL CONDITIONS
ENCOUNTERED SHALL BE BROUGHT PROMPTLY TO THE ENGINEER FOR REVIEW AND CLARIFICATION.
10. ANY DAMAGED EQUIPMENT SHALL BE REPLACED OR RESTORED TO ORIGINAL CONDITION.
11. CONTRACTOR SHALL INSPECT AND TEST THE FUNCTIONALITY OF THE EXISTING SPRINKLER SYSTEM PRIOR
TO COMMENCEMENT OF WORK AND SHALL REPORT ANY MALFUNCTIONS TO THE ENGINEER IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO BRING SYSTEM BACK TO WORKING CONDITIONS PRIOR TO
COMPLETION.
FIRE SPRINKLER SHOP DRAWING REQUIREMENTS
1. COMPLETE FIRE SPRINKLER SHOP DRAWINGS WITH HYDRAULIC CALCULATIONS TO BE SUBMITTED TO THE
AUTHORITY HAVING JURISDICTION FOR SEPARATE PERMIT BY LICENSED CONTRACTOR TO INDICATE
CONFORMANCE WITH THE FLORIDA BUILDING CODE AND THE CONSTRUCTION DOCUMENTS. NO WORK SHALL
COMMENCE UNTIL SEPARATE PERMIT IS SECURED. (FBC SECTION 106.1.1.1)
2. SHOP DRAWINGS (LAYOUT DOCUMENTS / WORKING PLANS) SHALL MEET THE REQUIREMENTS LISTED IN THE
FLORIDA ADMINISTRATION CODE (FAC) CHAPTER 61G15- 32.002(6) AND NFPA 13 (2002) CHAPTER 14 " PLANS
AND CALCULATIONS" AND SHALL INCLUDE BUT IS NOT LIMITED TO: COMMODITIES IN STORAGE AREAS, THEIR
LAYOUT OF RACKS, HEIGHT OF STORAGE, CLEARANCE TO HEADS, AND MSDS SHEETS AS NECESSARY.
3. SHOP DRAWINGS SHALL CLEARLY IDENTIFY HAZARD CLASSIFICATIONS AND THEIR LOCATIONS TO THE
EXTENT NECESSARY FOR LIFE SAFETY REVIEW.
4. CONTRACTOR SHALL OBTAIN A RECENT (WITHIN 6 MONTHS) HYDRANT FLOW TEST. PAPERWORK AND TAGS
WILL BE CHECKED ON EQUIPMENT USED AND MUST HAVE BEEN CERTIFIED WITHIN ONE YEAR.
GENERAL NOTES:
1. EXISTING BUILDING IS FULLY SPRINKLERED. CONTRACTOR IS TO
RELOCATE / OFFSET EXISTING PIPING TO CONNECT TO NEW
SPRINKLER HEADS SHOWN ON THIS SHEET.
2. NEW ARMOVERS SHALL BE IN ACCORDANCE WITH THE DETAILS ON
SHEET FPO.00.
3. ALL SPRIKLERS SHALL BE NEW AND SPRINKLER HEADS NOT USED
SHALL BE CAPPED OFF.
1 1 n k Ir+r-r%r+
FLATIRON HANGER
FASTENERS
A
SELF DRILLING ANCHOR
A
TOP BEAM CLAMP
MAXIMUM DISTANCE BETWEEN HANGERS (FT -IN.)
SYMBOL
NOMINAL PIPE SIZE (IN.)
3/4
1
11/4
11/2
2
21/2
3
31/2
4
5
6
8
ROD SIZE
N/A
3/8"
3/8"
3/8"
3/8"
1/2"
1/2"
1/2"
5/8"
5/8"
3/4"
7/8"
DISTANCE BETWEEN
HANGERS - STEEL PIPE
NIA
12 -0
12 -0
15 -0
15 -0
15 -0
15 -0
15 -0
15 -0
15 -0
15 -0
15 -0
NOTE: TABLE 9.2.2.1 (NFPA 13 2007 EDITION)
FIRE PROTECTION GENERAL NOTES
1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE COMPLETE
INSTALLATION OF THE FIRE PROTECTION SYSTEM, ALL IN ACCORDANCE WITH THESE CONSTRUCTION
DOCUMENTS. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL COMPLY WITH LATEST EDITION OF THE
FLORIDA BUILDING CODE (2010). OSHA, NFPA 13,14,20,24,30,72 AND 101.
2. THE CONTRACTOR SHALL PAY ALL INSPECTION FEES, ALL COSTS OF PERMITS AND ALL OTHER COST
INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK UPON FINAL ACCEPTANCE, A CERTIFICATE FROM
THE LOCAL INSPECTION AUTHORITY SHALL BE FURNISHED TO THE OWNER.
3. THE DRAWINGS ARE EN
G ERALLY DIAGRAMMATIC AND DEPICT A PERFORMANCE O NCE DESIGN ONLY. THEY DO NOT
SHOW EVERY BEND, OFFSET OR OTHER FITTINGS WHICH MAY BE REQUIRED FOR THE INSTALLATION IN THE
SPACE ALLOCATED, OR FOR COORDINATION WITH OTHER TRADES.
4. COORDINATE THE LOCATION OF RISER, DRAINS, TEST CONNECTIONS, AND OTHER SPRINKLER SYSTEM
COMPONENTS WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL SYSTEMS OF THE BUILDING.
VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOBSITE PRIOR TO FABRICATION OF PIPING AND
INSTALLATION OF EQUIPMENT AND MATERIALS. ANY CONFLICTS SHALL BE REPORTED IMMEDIATELY TO THE
ARCHITECT /ENGINEER PRIOR TO BEGINNING OF CONSTRUCTION.
5. CONTRACTOR SHALL PROTECT AND SEAL ALL OPENINGS AND PIPE PENETRATIONS THROUGH FIRE RATED
WALLS AND CEILINGS WITH ADEQUATE FIRESTOPPING MATERIALS TO MAINTAIN THE INDICATED FIRE RATINGS
OF THE ASSEMBLIES BEING PENETRATED.
6. PROVIDE AUXILIARY DRAINAGE DRUM DRIP FOR ALL TRAPPED SECTION OF PIPE.
7. SPRINKLER PIPE SHALL BE NEW CONFORMING TO ASTM SPECIFICATIONS AND SHALL BEAR ASTM STANDARD
MARKED ON EACH LENGTH OF PIPE.
ABOVE GROUND:
A. FOR SIZES ABOVE 2 ", PIPE MAY BE BLACK STEEL, SCHEDULE 10, IN ACCORDANCE WITH ASTM A135 GRADE A OR
ASTM A53 GRADE A.
B. FOR SIZES 2" AND UNDER, PIPE SHALL BE BLACK STEEL, SCHEDULE 40, IN ACCORDANCE WITH ASTM A135
GRADE A OR ASTM A53 GRADE A.
C. PIPING THAT IS EXPOSED TO WEATHER OR INSTALLED IN A CORROSIVE ATMOSPHERE SHALL BE GALVANIZED.
8. CONTRACTOR SHALL PAINT ALL ABOVE GROUND EXPOSED FIRE SPRINKLER PIPING, FITTINGS, AND VALVES
WITH A MIN. OF 10 MIL RUST PROOF FIRE PROTECTION RED PAINT IN MECHANICAL / ELECTRICAL EQUIPMENT
ROOMS. DO NOT PAINT SPRINKLER HEADS OR COVER PLATES. EXPOSED PIPING IN ALL OTHER AREAS
(CORRIDORS, STAIRWELLS, LABS, OFFICES, ECT.) SHALL BE PAINTED TO MATCH ADJACENT COLOR SCHEMES.
9. ALL EXPOSED PIPING AND HEAD SHALL BE INSTALLED AS HIGH AS POSSIBLE TO MAINTAIN HEAD CLEARANCE.
SPRINKLER HEADS LESS THAN 7 FEET IN HEIGHT SHALL BE PROVIDED WITH GUARDS.
10. ALL PIPING, HANGERS SUPPORT METHODS AND SPRINKLER HEADS TO BE INSTALLED IN STRICT ACCORDANCE
WITH N.F.P.A. 13, AND ALL LOCAL CODES AND ORDINANCES.
11. HANG ALL PIPING USING SPLIT RING HANGERS AND RISER CLAMPS, SUPPORT FROM GALVANIZED HANGER
RODS FROM BEAM CLAMPS OR PRE -SET INSERT ONLY, SHOOTING ANCHORS IS NOT ACCEPTABLE.
12. ALL SPRINKLER FLOW AND TAMPER SWITCHES SHALL BE FURNISHED AND INSTALLED UNDER DIVISION 15, AND
WIRED UNDER DIVISION 16.
13. TEST 100% OF PIPING SYSTEM AT 200 PSI PRESSURE FOR A PERIOD OF 2 HOURS WITHOUT PRESSURE LOSS.
14. HYDROSTATIC TEST PRESSURE SHALL BE MEASURED AT LOW POINT OF SYSTEM OR ZONE BEING TESTED.
15. THE CONTRACTOR IS TO COORDINATE FINAL LOCATION OF ALL FIRE SPRINKLER HEADS AS SHOWN IN THE
ARCHITECTURAL REFLECTING CEILING PLANS.
16. WATER SUPPLIES AND ENVIRONMENTAL CONDITIONS SHALL BE EVALUATED FOR THE EXISTENCE OF MICROBES
AND CONDITIONS THAT CONTRIBUTE TO MICROBIOLOGICALLY INDUCED CORROSION (MIC). WHERE CONDITIONS
ARE FOUND THAT CONTRIBUTE TO MIC, THE SPRINKLER CONTRACTOR SHALL TREAT THE SYSTEMS USING ONE
OF THE FOLLOWING METHODS:
A. INSTALL A STEEL PIPE SCHEDULE THAT WILL NOT BE AFFECTED BY THE MIC MICROBES.
B. TREAT ALL WATER THAT ENTERS THE SYSTEM USING AN APPROVED BIOCIDE.
C. IMPLEMENT AN APPROVED PLAN FOR MONITORING THE INTERIOR CONDITIONS OF THE PIPE AT ESTABLISHED
TIME INTERVALS AND LOCATIONS.
17. CONTRACTOR SHALL MAINTAIN DETAILED AS -BUILT DRAWINGS (UPDATED DAILY) OF THE WORK PERFORMED ON
SITE. PRIOR TO SUBSTANTIAL COMPLETION WALK THROUGH, CONTRACTOR SHALL PROVIDE CADD AS- BUILTS
TO A/E TEAM ON CD REFLECTING ALL CHANGES TO SYSTEM LAYOUT DURING CONSTRUCTION.
HAZARD CLASSIFICATION / DESIGN APPROACH
HAZARD CLASSIFICATION
-LIGHT HAZARD, 0.10 GPM PER SQ. FT., OVER HYDRAULICALLY MOST DEMANDING 1500 SQ. FT., 100 GPM HOSE
ALLOWANCE. (TYPICAL FOR ALL OFFICE AREAS, ECT.)
-WHERE LISTED QUICK RESPONSE SPRINKLERS ARE USED THROUGHOUT A SYSTEM, SYSTEM AREA OF OPERATION
SHALL BE PERMITTED TO BE REDUCED UP TO 40% (900 SQ. FT.) IN ACCORDANCE WITH NFPA 13 CHAPTER 11- 2.3.2.3
FIGURE 11.2.3.3.3.1.
DESIGN APPROACH:
-FULLY AUTOMATIC WET PIPE SPRINKLER SYSTEM PROVIDING 100% COVERAGE OF ALL AREAS IN THE BUILDING.
SYSTEM SHALL BE DESIGNED AND INSTALLED AS PER LATEST NFPA STANDARDS.
90 DEG
ELBOW
NEW 1"
PIPE
NEW 1"
TEE
DROP NEW 1" RISER
NIPPLE NIPPLE
EXISTING
1" TAP
90 DEG
ELBOW
EXISTING
BRANCH LINE
NEW 1"
PIPE
DROP -
NIPPLE
1" X 1/2" REDUCER FOR 1/2" SPRINKLER
1" X 3/4" REDUCER FOR 3/4" SPRINKLER
CEILING COVER
PLATE
ARMOVER DETAIL 2 -HEAD RELOCATE
N.T.S.
90 DEG
ELBOW
FIRE PROTECTION SYMBOL LEGEND
SYMBOL
DESCRIPTION
OS &Y
AUTOMATIC FIRE SPRINKLER LINE
-- - - - - --
EXIST AUTOMATIC FIRE SPRINKLER LINE
7171/
EXIST AUTOMATIC FIRE SPRINKLER LINE
FL
TO BE DEMOLISHED
F.P.
EXISTING SPRINKLER HEAD
E
FIRE HOSE VALVE
FHC
EXISTING SPRINKLER HEAD TO BE REMOVED AND CAPPED
E
FIRE DEPARTMENT CONNECTION
v
EXISTING HEAD RELOCATED AND PROVIDED NEW
E N
DOWN
0 EN
EXISTING SPRINKLER HEAD TO BE REPLACED NEW
Q T
TEMPORARY SPRINKLER HEAD INSTALLED WHILE TEMPORARY
CONSTRUCTION WALL IS IN PLACE AND REMOVED THEREAFTER.
BUTTERFLY VALVE W/ TAMPER SWITCH
4
FLOW SWITCH
}-
L
FIRE DEPARTMENT CONNECTION
----
CHECK VALVE
O.S.& Y. GATE VALVE W/ TAMPER SWITCH
®
RISER
TEE
LELBOW
90
iD
PIPE DOWN
CAP
�O
PIPE UP
ABBREVIATIONS
F
FIRE
OS &Y
OUTSIDE SCREW & YOKE
D.I.P.
DUCTILE IRON PIPE
SP
SPRINKLER
FL
FLOOR
F.P.
FIRE PROTECTION
FHV
FIRE HOSE VALVE
FHC
FIRE HOSE CABINET
FDC
FIRE DEPARTMENT CONNECTION
R.M.
ROOM
DN.
DOWN
EXIST.
EXISTING
U/G
UNDERGROUND
SPRINKLER HEAD SCHEDULE
SYMBOL
DESCRIPTION
SYSTEM
ORIFICE SIZE
TEMP*
RATING
3
PENDENT CONCEALED
(STANDARD COVERAGE)
WET PIPE
1/2" (K =5.6)
155 DEG
FIRE WATCH
NFPA 101 SECTION 9.6.1.8 / 9.7.6.1:
WHERE A REQUIRED FIRE ALARM SYSTEM AND /OR AUTOMATIC SPRINKLER SYSTEM IS OUT
OF SERVICE FOR MORE THAN 4 HOURS IN A 24 -HOUR PERIOD, THE AUTHORITY HAVING
JURIDICTION SHALL BE NOTIFIED, AND THE BUILDING SHALL BE EVACUATED OR AN
APPROVED FIRE WATCH SHALL BE PROVIDED FOR ALL PARTIES LEFT UNPROTECTED BY
THE SHUTDOWN UNTIL THE SPRINKLER SYSTEM HAS BEEN RETURNED TO SERVICE.
APPLICABLE CODES /STANDARDS ,-
APPLICABLE CODES AND STANDARDS SHALL INCLUDE ALL STATE LAWS, LOCA'_ ORDINANCES,
UTILITY COMPANY REGULATIONS AND THE APPLICABLE REQUIREMENTS OF rHE FOLLOWiNG =
ACCEPTED CODES AND STANDARDS, WITHOUT LIMITING THE NUMBER, AS FOLLOWS _
1. FLORIDA BUILDING CODE - 2010
2. GUIDELINES FOR DESIGN AND CONSTRUCTION OF HEALTH CARE FACILITIES - 2010 EDITION
3. AGENCY FOR HEALTH CARE ADMINISTRATION, AHCA, 59A -3.
4. NATIONAL ELECTRIC CODE (NEC 2008).
5. ENVIRONMENTAL PROTECTION AGENCY (EPA).
6. DEPARTMENT OF ENVIRONMENTAL REGULATION MANAGEMENT (DERM).
7. LOCAL ORDINANCES, REGULATIONS OF THE BUILDING DEPARTMENTS AND FIRE DEPARTMENTS.
8. NATIONAL ELECTRICAL SAFETY CODE 2002.
9. OCCUPATIONAL SAFETY AND HEALTH STANDARD.
10. RECOMMENDATION OF NFPA, IN GENERAL AND IN PARTICULAR:
A. LIFE SAFETY, NFPA (2009)
B. HAVC, NFPA 90A (2009)
C. HVAC, NFPA 90B (2009)
D. HVAC, NFPA 96 (2008)
E. HOSPITALS, NFPA 99 (2005)
F. SMOKE CONTROL, NFPA 92A (2009), 92B (2009)
G. MEDICAL GAS, NFPA 99 (2005) AND NFPA 50 (2001)
H. STANDARD FOR INSTALLATION OF EXHAUST SYSTEMS, NFPA 91 (2004)
I. STANDARD FOR INSTALLATION OF SPRINKLER SYSTEM, NFPA 13 (2007)
11. RECOMMENDATION OF ASHRAE (2001), INCLUDING ASHRAE 90 -75.
12. JOINT COMMISSIONS FIRE ALARM POLICY.
13. FLORIDA WITH DISABILITIES ACCESSIBILITY ACT (2004).
14. SMACNA (2005).
INFECTION CONTROL NOTE
CONTRACTOR SHALL OBTAIN A COPY OF THE INFECTION CONTROL RISK ASSESMENT FOR THIS
PROJECT. ALL WORK SHALL BE IN COMPLIANCE WITH THE REPORT. ALL WORK OUTSIDE THE SCOPE
OF WORK AREA REQUIRED FOR THIS PROJECT, SHALL BE COORDINATED WITH OWNER AND BE IN
COMPLIANCE WITH THE ICRA REPORT AND BE SUPERVISED BY THE OWNER'S REPRESENTATIVE.
BID NOTE
THE DRAWINGS DO NOT INDICATE EXISTING INSTALLATIONS OTHER THAN TO IDENTIFY
MODIFICATIONS OR EXTENSIONS THERETO. VISIT THE SITE AND ASCERTAIN THE EXISTING
CONDITIONS. REVIEW CONSTRUCTION DETAILS OF THE EXISTING PORTION OF THE BUILDING DURING
THE SITE INSPECTION. INCLUDE ALL WORK REQUIRED TO REMOVE OR MODIFY PORTIONS OF THE
EXISTING INSTALLATION IN ORDER TO ACCOMMODATE THE NEW WORK. FAILURE TO COMPLY WITH
THIS WILL NOT BE CONSIDERED GROUNDS FOR ADDITIONAL PAYMENT IN CONNECTION WITH
REMOVING OR MODIFYING ANY PART OF THE EXISTING INSTALLATION OR INSTALLING ANY NEW OR
TEMPORARY WORK.
COORDINATION DRAWINGS
1. THE CONTRACTOR SHALL SUBMIT COORDINATION DRAWINGS TO ARCH. /ENG AND OWNER'S
PROJECT MANAGER FOR APPROVAL PRIOR TO ANY FABRICATION AND INSTALLATION.
2. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL NEW PIPING, DUCTWORK,
CONDUITS, ECT. WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL
SYSTEMS OF THE BUILDING. VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOBSITE
PRIOR TO FABRICATION AND INSTALLATION OF EQUIPMENT AND MATERIALS. ANY CONFLICTS
SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT /ENGINEER PRIOR TO BEGINNING OF
CONSTRUCTION.
COORDINATION NOTE
AS PART OF THIS CONTRACT, THE SUB - CONTRACTOR AND THE CONTRACTOR ARE RESPONSIBLE FOR
COORDINATION AND VERIFICATION THAT ALL EQUIPMENT, SHOWN IN THE ARCHITECTURAL DRAWINGS
PARTICULARLY, BUT NOT LIMITED TO THE ARCHITECTURAL EQUIPMENT PLAN, INCLUDE ALL
SERVICE /UTILITY REQUIRED TO OPERATE THE EQUIPMENT SHOWN. ANY DISCREPANCIES ARE TO BE
POINTED OUT DURING THE BIDDING PROCESS.
DISCREPANCIES NOT POINTED OUT DURING THE BIDDING PROCESS WILL BE RESOLVED BY THE
CONTRACTOR AS PER THE ARCHITECT DETAILS AT NO ADDITIONAL COST TO THE OWNER.
• ,� �� �� 'UNI:EPTUA?' i:z:,�ti,ir�' ��a
FIR'; PROTEC,=fIOv ^ONTRACTOR'S
'A ORKING P1.A'' - AS PER NFPA 13
41JST BE St'BMITTI 6 TO AND-APPROVED 12�
THE MIA I J , JE FIRE DEPARTMENT' -
90 DEG 90 DEG
!--�FFORE ANY FIKE PROTECTION SY.STEI 1-, ELBOW ELBOW 'S INSTALLED OR REMODEL,;
B.
BRANCH
LINE ^ '
NIPPLE
1" X 1/2" REDUCER FOR 1/2" SPRINKLER
1" X 3/4" REDUCER FOR 3/4" SPRINKLER
NEW CEILING
CEILIN
CEILING COVER
PLATE CEILING COVE
PLATE
TYPICAL RETURN -BEND DETAIL
N.T.S.
PIPE SIZING PROCEDURES
NOTE:
CONTRACTOR IS TO FIELD VERIFY THE EXISTING PIPE SIZES AND SHALL
REPLACE ANY PIPING AS REQUIRED TO COMPLY WITH NFPA 13 SECTION
11.2.2 "PIPE SHEDULE METHOD ". REFER TO TABLE 14.5.2.2.1 BELOW.
WHERE THE " PIPE SCHEDULE METHOD" WILL NOT BE USED, CONTRACTOR
' IIS TO PERFORM HYDRAULIC CALCULATIONS PER NFPA SECTION 11.2.3 "
HYDRAULIC CALCULATION METHODS ".
NFPA 13 (2002) Table 14.5.2.2.1
LIGHT HAZARD PIPE SCHEDULES
STEEL PIPE SIZE IN
# OF SPRINKLERS
1
1 -2
1 1/4
3
11/2
4 -5
2
6 -10
CONCEPTUAL DESIGN ONLY
FIRE PROTECTION CONTRACTOR'S WORKING PLANS AS PER NFPA 13 MUST
BE SUBMITTED TO AND APPROVED BY THE AUTHORITY HAVING
JURISDICTION BEFORE ANY FIRE PROTECTION SYSTEM IS INSTALLED OR
REMODELED.
ARCHITECT:
34'4 y
BrFtMELLO AJAMIL St PARTNERS, INC.
Architecture Engineering Planning
Intf;n6r Design Landscape Architecture
26:11 South Bayshore Drive 10th Floor
-_ Miami, Florida 33133
(305) 859 -2050 Fax (305) 860 -3700
I ,1
I_
LOUIS J. AGUIRRE & ASSOCIATES. P.A.
Consulting Engineers
9150 South Dadeland Blvd. • Suite 900
Miami • Florida 33156 a EB0000924
Telephone 305.670.0141
Facsimile 305.670.0144
www.1 iga ap com
Project No.: 23075
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ea s
CONSTRUCTION
DOCUMENTS
REVISIONS:
PROJECT NAME:
SMH -Tomo Equipment Replace
PROJECT ADDRESS:
7400 S.W. 62nd Ave.
South Miami, Florida 33143
KEY PLAN
COMM. NO. 40073.000
SCALE: As SHOWN
DATE: 11 -14 -2013
DRAWN: AP
CHECKED: AG
CADD FILE: H:INSTITUTIONAL
DRAWING TITLE:
SYMBOL LEGEND &
GENERAL NOTES
FIRE PROTECTION
SHEET NO.
FP0.00