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STEEL I BUM "_CLAIVP W/ LOCK NUT
CENTER I BEAM OR BAR JOIST ALL THREADED
LOAD • I I' _ HANGER ROD
ALL THREADED
HANGER ••r
FASTENEPS
ALL - EPS SHALL BE LISTED
• • TIHEIR INTENDED SERVICE
ALL THREADED
HANGER ROD
NUT
CIJ =VIS HANG
PIPE O.D. R
PIPE
LIP-RIGHT SP MZ2 HEAD
I' TO SPRINIQ.ER HEAD
COVER PLATE
WHERE APPLICABLE
ARMOVER DETAIL
N.T.S.
ALL THREADED
HANGER ROD
NUT —
ADJUSTABLE SWIVEL
LOOP HANGER
PIPE
PIPE HANGERS
N.T.S.
ALL HANGERS SHALL BE LISTED
FOR THEIR INTEPDED SERVICE
CONC. SLAB
DROP ANCHOR
ALL •._.
HANGER' • • r '
MAY BE
w1r,41umalivP r,
-•• :r BY
ENGINEER STRUCTURAL
ALL C.• Cam• • • r`
CLONa COUPLINGS
BE PROVIDED WITH FACTORY
APPLIED HOT DIPPED GALVANIZED
FINISH FOR CORROSION PROTECTION
7
DIAMETER HOLE
REOUR®, OR
2-5/8' 24V
WHEN USING MINIMLIN
COVE12 11697
DEFLECTOR
FINISH®
CEILING
LINE
WRENCH
p
• - «• _•
CONCEALED PENDENT TYPE SPRINKLER
HEAD MOUNTING DETAIL
N.T.S.
HANGER ROD SCHEDULE
PIPE
SIZE
A
B
C
D
MAX. SPACING BETWEEN
PIPE SUPPORT (FT)
1'
3/8'
31/2'
2 7/8'
11/8'
7
11/4'
3/8'
4'
31/4'
11/8'
8
11/7
3/8'
41/8'
3 3/16'
11/7
9
7
3/8'
4 3/4'
3 9/16'
11/7
10
21/2'
1/2'
5 5/8'
4 3/16'
15/8'
II
3'
I/2'
61/4'
41/2'
15/8'
12
31/7
I/2'
6 7/8'
4 7/8'
15/8'
13
4'
5/8'
8'
5 3/4'
13/4'
14
5'
5/8'
9 1/4'
6 3/8'
7
16
6'
3/4'
10 3/4'
71/7
7
17
8'
7/8'
151/4' 1
9 3/8'
121/8'
19
FIRE PROTECTION DEMOLITION NOTES:
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 OF 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 PIPE•' SERVING AREAS REMAINING IN SERVICE AT THIS TIME
SHALL NOT BE ' �JTERRUPTED UNLESS A TEMPORARY INTERRUPTION IS
COORDINATED ITH THE OWNER.
5. ALL SERVICE IN- TERRUPTIONS 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.
SPRINKLER HEAD SCHEDULE
SYMBOL
DESCRIPTION
SYSTEM
ORIFICE SIZE
TEMP
RATING
OO
PENDENT CONCEALED
WET PIPE
1/7 (K -5.6)
155 DEG
0
PENDENT EXPOSED
WET PIPE
1/7 (C -5.6)
155 DEG
0
UPRIGHT EXPOSED
WET PIPE
1/7 (K -5.6)
155 DEG
NOTES' '
I. ALL SPINKLERS SHALL BE QUICK RESPONSE TYPE
Z ALL COVER PLATES SHALL BE ORDERED TO MATCH ADJACENT CEILING
COLOR SCI -EI e
ABBREVIATIONS
F
FIRE
OS&Y
OUTSIDE SCREW L•, YOKE
D.I.P.
DUCTILE IRON PIPE
SP
SPRINKLER
FL
FLOOR
F.P.
FIRE PROTECTION
FHC
FIRE HOSE CABINET
FDC
FIRE DEPARTMENT CONNECTION
RM
ROOM
DN.
DOWN
EXIST.
EXISTING
SUES OF BRANCH LINES
P �AA3STABLE 225221
AS HEADS PIPE SIZE 7
52 H�
10 27
FIRE PROTECTION GENERAL NOTES:
1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND
EQUIPMENT NECESSARY FOR THE COMPLETE INSTALLATION OF THE
EM AMW
FIRE PROTECTION SYSTEMS, ALL IN ACCORDANCE WITH THESE
CONSTRUCTION DOCUMENTS. ALL WORK PERFORMED UNDER THIS
151 SEVILLAAVFNUE,_<I_1l-T- E10U- - - - -- -
CONTRACT SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2004
CORAL GABLES, FL 33134
AND ALL THE STANDARDS OF CONSTRUCTION ESTABLISHED BY NCL
OFFICE: (305) 442 -1188
INCLUDING BUT NOT LIMITED TO THE FOLLOWING PUBLICATIONS: A)
FAX: (305) 445 -1509
CHAPTER 59A -3 FLORIDA ADMINISTRATIVE CODE, B) NFPA 13 -2004, C)
WWW. ADCINTERNATIONAL.NET
NFPA 99 -2004 AND D) OSHA.
9.
2. THE CONTRACTOR SHALL PAY ALL INSPECTION FEES, ALL COSTS OF
PERMITS AND ALL OTHER COST INCIDENTAL TO THE COMPLETION AND
STATE OF FLORIDA AR- 0010536
TESTING OF THIS WORK UPON FINAL ACCEPTANCE, A CERTIFICATE
RAYMUNDO FEITO, R.A. AA— CO01315
FROM THE LOCAL INSPECTION AUTHORITY SHALL BE FURNISHED TO
.
THE OWNER.
Architect • Seal/Signature
3. THIS CONTRACTOR SHALL PROVIDE A LOCALLY LICENSED
M EXPANSION
JOURNEYMAN FOR THE PERFORMANCE OF ALL TASKS LISTED IN THIS
TRADE. IF TRAINEES ARE USED, THEY SHOULD BE UNDER DIRECT
2 HOURS WITHOUT PRESSURE LOSS. MODIFICATIONS AFFECTING20 --
SUPERVISION OF A LICENSED JOURNEYMAN. ALL WORK SHALL BE
SUNSET I1ROFESSIONAL BLDG
UNDER THE COGNIZANCE OF A MASTER. CONTRACTOR WILL BE
6280 SUNSET DID
REQUIRED TO SHOW EVIDENCE OF MASTER/JOURNEYMAN /TRAI NEE
ITI'
CERTIFICATES OF ALL PERSONNEL WORKING ON THIS CONTRACT. ANY
DELAYS IN WORK FOR FAILURE TO PRODUCE THE REQUIRED
SOUTH MIAMI FL
DOCUMENTATION SHALL BE THE CONTRACTOR'S COST.
11.
HYDROSTATIC TEST PRESSURE SHALL BE MEASURED AT LOW POINT OF
Key Plan -Scope of Work Area
4. THE CONTRACTOR SHALL INSTALL NEW WET PIPE FIRE PROTECTION
Z KEY PLAN LEGEND
�•tl i
SPRINKLER SYSTEM AS REQUIRED BY NEW FLOOR PLAN LAYOUT (LIGHT -,Y•
HAZARD).
:. :.: ;.....:..:.. ; ;,.
;t« .�� 'AREA AT WHICH
THE SCOPE OF
a:: Fi ;.:• ;::::: ;:r ;::`:r WORK WILL BE
........ ..........
5. SPRINKLER PIPE SHALL BE NEW CONFORMING TO ASTM :'*? `>>> PERFORMED.
SPECIFICATIONS ONS AND
SHALL BEAR
ASTM STANDARD MARKED •.
ON EACH N.I.C. AREA
LENGTH OF PIPE. ,��.:.:. ;,; ..........���._.._...
CONSTRUCTION NOTE
ABOVE GROUND :. THE CONTRACTOR BY VIRTUE OF
�� SIGNING THE CONTRACT,
A. FOR SIZES ABOVE 2", PIPE MAY BE BLACK STEEL, SCHEDULE 10, IN ., <• K
'n '��� ��'��'''•; � ACKNOWLEDGES THAT HEAND
ACCORDANCE WITH ASTM Al 35 GRADE A OR ASTM A53 GRADE A. Z * ,A A ALL HIS SUBCONTRACTORS HAVE
B. FOR SIZES Z' AND UNDER, PIPE SHALL BE BLACK STEEL, SCHEDULE z
OF
;s SATISFIED THEMSELVES AS TO
40, IN ACCORDANCE WITH ASTM Al 35 GRADE A OR ASTM A53 Z :: THE NATURE AND LOCATION
' ''` ' �" THE WORK THE GENERAL AND
GRADE A. LOCAL CONDITIONS INCLUDE, BUT
fiL ARE NOT RESTRICTED TO THOSE
C. PIPING THAT IS EXPOSED TO WEATHER OR INSTALLED IN A W BEARING UPON; ACCESS POINTS -�
V - AND POINTS OF CONNECTION TO
CORROSIVE ATMOSPHERE SHALL BE GALVANIZED. THE SITE, THE CONFORMATION
d: f i " AND CONDITIONS OF THE WORK
(/� w AREA; AND THE CHARACTER OF
6. ALL EXPOSED THREADS SHALL BE GIVEN A ZINC CHROMATE PRIMER. • E I EQUIPMENT AND DEVICES NEEDED
z ' _ PRELIMINARY TO AND DURING THE 1
' I ° E 3° i 5 PERFORMANCE OF THE WORK. -
7. ALL EXISTING HEADS TO BE RELOCATED SHALL BE REPLACED NEW. N FAILURE ON THE PART OF THE
� ;.. `' :;,
ALL NEW HEADS SHALL BE QUICK RESPONSE QR -165 F /2 „ CONTRACTOR TO COMPLETELY OR ORIFICE Lou �+
( )*. PROPERLY EVALUATE ANY
WITH DISCHARGE COEFFICIENT "K'= 5.6 AND RATED FOR 175 PSI MAX. ".:t� :"',: :. g FACTORS OF COSTS PRIOR TO
a BIDDING SHALL NOT FORMA BASIS
SERVICE PRESSURE. ` Y FOR ADDITIONAL COMPENSATION
8. SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST W IF HE IS A WARDED THE CONTRACT.
ISSUE OF NFPA PAMPHLET 13 ALL CALCULATIONS, SHOP DRAWINGS;'.�gg a', &,- t$is desn pt O,i'r~. - ..DraM►nBy Chewed By '
CI r„
or
Consultant • Seal/Signature
ENGINEERi
W DESIGN • ,,
CIL
:. GR�
/ —/ 21 SW 102 Ct. Mi�
r '• /
Ii Office: (786) 863,x, -79'1 • .. , .. • •
CL
.��,
Fax: (305) 220 -519§
pgengineerdesignfbellsou he
FS=2m0'4v,*vv*.!p6* • .«
STATE OF FLORIDA �jr_
LUIS O. PEREZ, PE P.E. No. 25 tff � �,"vl
r+ 7 r..ti• 1T,s
REFERENCED DIAGRAMS, PERFORMANCE CURVES AND DATA UTILIZ1�a".':; �.K,....- - • •- -'
TO LAYOUT AND IDENTIFY SYSTEM SHALL BE SUBMITTED � TO z
ARCHITECTS /ENGINEER FOR FINAL ACCEPTANCE. DESIGN DENSITY ' Z'
SHALL BE 0.10 GPM / 1500 SQ. FT. ' z
9.
HANG ALL PIPING USING SPLIT RING HANGERS AND RISER CLAMPS,
SUPPORT FROM GALVANIZED HANGER RODS FROM BEAM CLAMPS"-OR:
.� is ,:' )11t:•
PRE -SET INSERT ONLY, SHOOTING ANCHORS IS NOT ACCEPTABLE. t- --
.
10.
TEST 100% OF PIPING SYSTEM AT 200 PSI PRESSURE FOR A PERIOD`; OF �
2 HOURS WITHOUT PRESSURE LOSS. MODIFICATIONS AFFECTING20 --
,
OR FEWER SPRINKLERS SHALL NOT REQUIRE TESTING IN EXCESS IOF Q
SYSTEM WORKING PRESSURE AS PER NFPA 13 CHAPTER SECTION 2 ,i1':4 - -
Date Issue Description Drawn By checked By
"HYDROSTATIC TEST ". i
11.
HYDROSTATIC TEST PRESSURE SHALL BE MEASURED AT LOW POINT OF
SYSTEM OR ZONE BEING TESTED.
12.
THE CONTRACTOR IS TO COORDINATE FINAL LOCATION OF ALL FIRE
- -'
SPRINKLER HEADS AS SHOWN IN THE ARCHITECTURAL REFLECTING
CEILING PLANS.
13.
MAINTAIN 8" CLEARANCE TO PARTITIONS FROM ANY PIPES WHICH RUN
:
PARALLEL TO PARTITIONS
.iProject NuMbe - - -kJ
Client Name
14.
ALL CROSSINGS THROUGH PARTITIONS MUST BE MADE AT 90 DEGREES
,. +:,OW32
PRCMED F'ROFERTIES
TO PARTITION. DO NOT CROSS AT LESSER ANGLES.
oes�rlption''• '
Client Address
FIRE SPRINKLER DETAILS
1696 NE MIAMI GAR)ENS DR
SUITE 8
Scale
K MIAMI BEACH, FL 33119
AS SHOWN
Client Phone Number
(305) 341 -WW
CAD File Name
C:V�F°rojectel /22OMl/2ADCl/2MRA EXPANSION
CI r„
or
Consultant • Seal/Signature
ENGINEERi
W DESIGN • ,,
CIL
:. GR�
/ —/ 21 SW 102 Ct. Mi�
r '• /
Ii Office: (786) 863,x, -79'1 • .. , .. • •
CL
.��,
Fax: (305) 220 -519§
pgengineerdesignfbellsou he
FS=2m0'4v,*vv*.!p6* • .«
STATE OF FLORIDA �jr_
LUIS O. PEREZ, PE P.E. No. 25 tff � �,"vl
r+ 7 r..ti• 1T,s