12-508-034FIRE 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 GENERALLY DIAGRAMMATIC AND DEPICT A PERFORMANCE 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.
D. THERMOPLASTIC, UL LISTED, CPVC FIRE SPRINKLER PIPES AND FITTING SHALL BE ALLOWED FOR USE IN HORIZONTAL RUNS AS DEFINED
BY NFPA 13.
C. PIPING THAT IS EXPOSED TO WEATHER OR INSTALLED IN A CORROSIVE ATMOSPHERE SHALL BE GALVANIZED.
8. 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.
9. 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.
10. 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.
11, ALL SPRINKLER FLOW AND TAMPER SWITCHES SHALL BE FURNISHED AND INSTALLED UNDER DIVISION 15, AND WIRED UNDER DIVISION 16.
12. TEST 100% OF PIPING SYSTEM AT 200 PSI PRESSURE FOR A PERIOD OF 2 HOURS WITHOUT PRESSURE LOSS.
13. HYDROSTATIC TEST PRESSURE SHALL BE MEASURED AT LOW POINT OF SYSTEM OR ZONE BEING TESTED.
14, THE CONTRACTOR IS TO COORDINATE FINAL LOCATION OF ALL FIRE SPRINKLER HEADS AS SHOWN IN THE ARCHITECTURAL REFLECTING
CEILING PLANS.
15. 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.
16. THE CONTRACTOR SHALL SUBMIT SIGN AND SEALED SHOP DRAWINGS AND CALCULATIONS TO ARCH. /ENG., LANDLORDS INSURANCE
CARRIER, THE FIRE MARSHALL, AND ALL LOCAL AUTHORITIES HAVING JURISDICTION OF ALL EQUIPMENT, MATERIALS AND LAYOUTS WITH
THE INFORMATION REQUIRED BY THE FLORIDA ADMINISTRATION CODE CHAPTER 61G15 -32 AND NFPA CHAPTER 13 SECTION 14.1.3 FOR
APPROVAL PRIOR TO ANY PERMITING, FABRICATION AND INSTALLATION.
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 CARD AS- BUILTS TO A/E TEAM ON DISKETTE REFLECTING ALL
CHANGES TO SYSTEM LAYOUT DURING CONSTRUCTION.
20. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE EXISTING FIRE SPRINKLER PIPING AND RELOCATED /NEW SPRINKLER
DROPS WITH OTHER TRADES PRIOR TO FINAL INSTALLATION TO ENSURE THAT ALL NEW DUCTWORK, LIGHTING ECT. CAN BE PROPERLY
INSTALLED AS INDICATED ON THE CONSTRUCTION DOCUMENTS WITHOUT ADDITIONAL COST TO THE OWNER.
DESIGN CRITERIA:
HAZARD CLASSIFICATION / DESIGN APPROACH:
-LIGHT HAZARD, .10 GPM PER SQ. FT., 1500 SQ. FT. REMOTE AREA 100 GPM HOSE ALLOWANCE. (TYPICAL FOR OFFICE AREAS).
SYSTEM DESCRIPTION:
-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 /- 90 DEG
ELBOW / ELBOW
BINCN
NE n I I D PPLE
f • a 001
�• •
CEILING
- MAN
E
NEW I°
TEE --
DROP NEW 1' RISER
NIPPLE NIPPLE
EXISTING
1" TAP _f
1. SITE INVESTIGATION:
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 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.
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.
COORDINATION DRAWIIJGS
1. THE CONTRACTOR SHALL SUBMIT COORDINATION DRAWINGS TO ARCHJENG 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 •
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.
SPRINKLER HEAD SCHEDULE
SYMBOL
DESCRIPTION
SYSTEM
ORIFICE SIZE
TEMP *
RATING
MANUF.
MODEL
Q
PENDENT CONCEALED (STANDARD COVERAGE)
WET PIPE
1/2" (K =5.6)
155 DEG
TYCO
TY3531
•
UPRIGHT EXPOSED (STANDARD COVERAGE)
WET PIPE
1 1/2" (K =5.6)
1 155 DEG
TYCO
TY3131
EXISTING
BRANCH LINE
DROP
NIPPLE - �
I' X 1/2' REDUCER FOR 1/2° SPRINKLER
I" X 3/4' REDUCER FOR 3/4" SPRINKLER ---��
;;FILING COVER
PLATE
* NOTES:
1. PROVIDE QUICK RESPONSE SPRINKLERS AT ALL LIGHT HAZARD OCCUPANCIES AS DEFINED
IN NFPA 13.
2. ALL COVER PLATES SHALL BE ORDERED TO MATCH ADJACENT CEILING COLOR SCHEME.
CEILING
;EILING COVER
PLATE
• RELOCATE
FIRE PROTECTION SYMBOL LEGEND
SYMBOL
DESCRIPTION
OS &Y
AUTOMATIC FIRE SPRINKLER LINE
- - - - - -
EXIST AUTOMATIC FIRE SPRINKLER LINE
SP
EXIST AUTOMATIC FIRE SPRINKLER LINE
FL
TO BE DEMOLISHED
F.P.
EXISTING SPRINKLER HEAD
E
FIRE HOSE CABINET
FDC
EXISTING SPRINKLER HEAD TO BE REMOVED AND CAPPED
E
ROOM
`O
EXISTING HEAD RELOCATED AND PROVIDED NEW
E N
EXISTING
°O EN
EXISTING SPRINKLER HEAD TO BE REPLACED NEW
-411-
BUTTERFLY VALVE W/ TAMPER SWITCH
Q
FLOW SWITCH
C�-
L
FIRE DEPARTMENT CONNECTION
-�I'-
CHECK VALVE
O.S.& Y. GATE VALVE W/ TAMPER SWITCH
Q
RISER
TEE
ELBOW 90
-+ -D
PIPE DOWN
D
CAP
--�(J
PIPE UP
ABBREVIATIONS
F
FIRE
OS &Y
OUTSIDE SCREW & YOKE
D.I.P.
DUCTILE IRON PIPE
SP
SPRINKLER
FL
FLOOR
F.P.
FIRE PROTECTION
FHC
FIRE HOSE CABINET
FDC
FIRE DEPARTMENT CONNECTION
R.M.
ROOM
DN.
DOWN
EXIST.
EXISTING
APPLICABLE CODES / STANDARDS
THE SCOPE OF THE WORK SHALL INCLUDE THE FURNISHING AND INSTALLATION OF
THE NECESSARY MATERIAL AND LABOR TO ACCOMPLISH THE WORK INDICATED BY
THE DRAWINGS AND HEREIN SPECIFIED. ALL WORK BY CONTRACTOR SHALL
CONFORM TO ALL APPLICABLE FEDERAL, STATE AND LOCAL BUILDING CODES AND
STANDARDS INCLUDING BUT NOT LIMITED TO:
1. STATE OF FLORIDA
2. LIFE SAFETY CODE - NFPA 101 (2006)
3. UNDERWRITERS LABORATORIES, INC. PUBLICATIONS (UL)
4. NATIONAL FIRE PROTECTION ASSOCIATION. (NFPA)
5. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)
6. NATIONAL ELECTRICAL CODE - NFPA 70 (2008)
7. INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)
8. NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA)
9. INTERNATIONAL POWER CABLE ENGINEER'S ASSOCIATION (IPCEA)
10. NATIONAL ELECTRICAL SAFETY CODE
11, REQUIREMENTS OF LOCAL UTILITY COMPANY
12. NATIONAL FIRE PROTECTION ASSOCIATION 72 (2002)
13. NATIONAL FIRE PROTECTION ASSOCIATION 99 (2005)
14. THE STATE FIRE PREVENTION CODE, 4A60 (2001)
15. BUILDING CODE: FLORIDA BUILDING CODE (2010)
WITH 2008 AND 2009 REVISIONS
16. AIA GUIDELINES (2006)
17. NFPA 110 (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.
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.
"• ' a
T. . ■
BERMELLO AJAMIL & PARTNERS, INC.
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshare Drive 10th Floor
Miami, Florida 33133
(305) 859 -2050 Fax (305) 860 -3700
LOUIS J. AGUIRRE & ASSOCIATES, P.A.
Consulting Engineers
9150 South Dadeland Blvd. • Suite 900
Miami *Florida 33156 • EB0000924
Telephone 305.670.0141
Facsimile 305.670.0144
www,l as ap com
Project No.: 22007
ti
M.
PERMIT SET
4/13/2012
REVISIONS:
PROJECT NAME:
SMH- HYPERBARIC CHAMBER
PROJECT ADDRESS:
7400 S.W. 62nd Ave.
South Miami, Florida 33143
KEY PLAN
COMM. NO. 40068
SCALE: AS SHOWN
DATE: 04113/2011
DRAWN: AP
CHECKED:
CADD FILE: V/22007 -MEP
DRAWING TITLE:
SYMBOLS, LEGEND AND
GENERAL NOTES
FIRE PROTECTION
SHEET NO.
1 1