HomeMy WebLinkAbout1200 Rinehart Rd 04-2664 fire sprinklerCITY OF SANFORD PERMIT APPLICATION
Permit # Date: 06/30/04
lob Address: 1200 Rinehart Road, Sanford, FL
Description of Work: Install wet overhe
Historic District: Zoning:
fire sprinkler system.
Value of Work: $ 51, 000.00
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm X Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial `
Occupancy Type: Residential X Commercial Industrial Total Square Footage: 40 , 120 -sq. f t.
Construction Type: # of Stories: of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: (Attach Proof of Ownership & Legal Description)
Owners Name & Address: Seminole Power Sports, 1200 Rinehart Rd., Sanford, FL
Phone:
Contractor Name&Address: Wayne Automatic_ Fire Sprinklers, Inc.
222 Capitol Court, Ocoee, FL 34761 Stte i,ase y 90293400022002
Phone & Fax: 407-877-5557 • 407-656-80AI t ct c n: ' ut 1 _Phone: 407-877-5557
Bonding Company: N/A LINN w1W
Address
Mortgage Lender: N/A
M t :..: _.
Address: i,-
Architect/Engineer: Frank Petersen - Phoric^ 407-656-3030
EL 347
I
Address: 222 Capitol Court, Ocoee, ax: 7-656-8026
Application is hereby made to obtain a permit to do the work and 'i"dstallatios s i e c f o work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER ORAN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that maybe ound in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, s agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requiremen of F rida w, FS 713.
0 /30/04
Signature of Owner/Agent Date Signature o ontractor Agent
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is _ Personally Known to Me or
Produced ID
APPLICATION APPROVED BY: 131dWhm Zoning
ial S Date)
Special Conditions:
Pete Schwab
Print Contractor/Agent's Name
1 `-tom\ .--I+., - r ,
Signature of Notary -State of
Contractor/Aeent is X Pe
P,-1 sed ID
Initial & Date)
RUTH A. MCCULLOCH
MY COMMISSION # DD 095595
EXPIRES: February 26, 2006
M ftfed Thru Notary Public Underwriters
I "76— FD^ /
Initial d Date) (Initial & Date
t 3 1 C) 0
System No, C -AJ -1184
F RATING = 3 -HR.
T RATING = 0 -HR,
1. Floor or Wall Assembly — Min 4-1/2 in. thick reinforced Gghtwefght or
SPRINKLER LINE
normal weight (100-150 pcf) concrete. Wall May also be constructed of
VARIES
dny UL Classified Concrete Blocks'. Floor may also be constructed of any
It' ATR
I' HEX NUT
CID
r
V WASHER
Max diem of opening is 14 in. whey concrete floor or wall is used and
1' SCH-40 T -PE
max 7 in. when precast concrete units ore used.
1/2) V SCR. COUP.
See Concrete Blocks (CAZT) and Precast Concrete Units (CFIV)
HEX NUTS &
FENDER WASHERS
coteqorieels in the fire Resislonie Directory for names of manufacturers.
SPRINKLER LINE
2. Through Penetrants — One metallic, pipe, conduit or tubing to be installed
WITH WOI
either concentrically or eccentrically within the firestop system. The
TYPICAL #T106
annular space between pipe, conduii or tubing and periphery of opening
0
shall be min 0 in. (point contact) Io max 3-1/4 in. Pipe, conduit or
ADJUSTABLE
0
TEST TAKEN BY
The following types and sizes of m;tollic pipes, conduits or tubing may
CV
be used:
A I Pipe — Nom 10 in. diom, (or smaller) Schedule 10 (or heavier)
GPM REQ'D 0 HASH
00
E SHEET F1
D. Conduit —Nam 4 in. diom (or 'small r) Steel electrical metallic tubing
CV
or steel conduit.
ALL PVC PIPE TO BE C-900 (SDR -14 / 18 AS REQUIRED) USING SLIP AND MECHANICAL JOINTS
C. Copper Tubing — Nom 4 in. diom (or smaller) Type L (or heavier)
C)
System No, C -AJ -1184
F RATING = 3 -HR.
T RATING = 0 -HR,
1. Floor or Wall Assembly — Min 4-1/2 in. thick reinforced Gghtwefght or
SPRINKLER LINE
normal weight (100-150 pcf) concrete. Wall May also be constructed of
VARIES
dny UL Classified Concrete Blocks'. Floor may also be constructed of any
It' ATR
I' HEX NUT
min 7-1/2 in. thick UL Classified 1 ollow core Precast Concrete Units"
r
V WASHER
Max diem of opening is 14 in. whey concrete floor or wall is used and
1' SCH-40 T -PE
max 7 in. when precast concrete units ore used.
1/2) V SCR. COUP.
See Concrete Blocks (CAZT) and Precast Concrete Units (CFIV)
HEX NUTS &
FENDER WASHERS
coteqorieels in the fire Resislonie Directory for names of manufacturers.
SPRINKLER LINE
2. Through Penetrants — One metallic, pipe, conduit or tubing to be installed
WITH WOI
either concentrically or eccentrically within the firestop system. The
TYPICAL #T106
annular space between pipe, conduii or tubing and periphery of opening
NO
shall be min 0 in. (point contact) Io max 3-1/4 in. Pipe, conduit or
ADJUSTABLE
tubing to be rigidly supported on b* sides of floor or wall assembly.
TEST TAKEN BY
The following types and sizes of m;tollic pipes, conduits or tubing may
HYDRANT LOCATION
be used:
A I Pipe — Nom 10 in. diom, (or smaller) Schedule 10 (or heavier)
GPM REQ'D 0 HASH
steelPiP e.
E SHEET F1
D. Conduit —Nam 4 in. diom (or 'small r) Steel electrical metallic tubing
ALL DUCTILE IRON PIPE TO BE CLASS :350
or steel conduit.
ALL PVC PIPE TO BE C-900 (SDR -14 / 18 AS REQUIRED) USING SLIP AND MECHANICAL JOINTS
C. Copper Tubing — Nom 4 in. diom (or smaller) Type L (or heavier)
ALL CHANGES IN DIRECTION OF PIPING INSTALLED BY WAYNE AUTOMATIC FIRE SPRINKLERS
copper tubing i
ARE TO BE RESTRAINED WITH MEGALUG RETAINING GLANDS
rD.Copper Pipe — Nom 4 in. diom(arsmaII r/ Regular (or heavier) er) copper
GAS - DENOTES HYDRAULIC REFERENCE POINTS
pipe -
3, N Shown, Optional) — Used as a form to prevent leakage of3. Forms (Not Shv , OP ) P 9
fill material during installation. forms to be a rigid sheet material, cut to
fit the contour of the penetrating i,tem and positioned as required to
accommodate the required thickness of fill material. forms to be removed
ELEVATION 0
HIGHEST SPKR
of farming material ma used whenafterIllmaterialhoscured. Pod h. offbetn9Y
concrete block wall is penetrated. A min 1/2 in. thickness of min 4 pcf
mineral wool batt insulation is firmly pocked into the annulus as a
permanent form and recessed from both surfaces of the well as required
to accommodate the required thickless of 611 muturiol.
4. Fill, Void or Cavity Material' — Sea'anl — Min 1/4 in. thickness of fill
material appried within the annulus. At the point contact location
between through penetrant and concrete, a min 1/2 in. dam bead of 611
material shall be applied at the ccncrete, through penetrant interface.
when precast concrete units are uied, the fill material shall be installed
within annular space, flush with lower surface of Boor. when concrete
block wall is penetrated, o min 1 in. thiclmess of fill material shall be
applied within the annulus flush with both surfaces of wall.
HILT), Inc. — FS605 or FS—One Sedant
18eormg the UL Classification Marking" '
Rgxoducej by HILTI, Inc. Courtesy of
Underwalers Laboratories, Inc.
FIRESTOP SYSTEMS Revised 28, July 1999
System No, W -L-1054
F Rating - 1 and 2 Hr
T Rating - 0 Hr
L Rating At Ambient - Less Than 1 CFM/Sq Ft
L Rating At 400 F - 4 CFM/Sq Ft
SECTION A -A
1. Wall Assembly- The 1 or 2 hr fire -rated um wallboard stud wallgypsumwallboard/ stud
shall be constructed of the materials and in the manner
specified in the individual U3UO or U400 Series Wall and Partition Designs
in the UL Fire Resistance Directory and shall indude the following
construction features; S
A. Studs - Wall framing may consist of either wood studs or steel
channel studs. Wood studs to consist of nom 2 by 4 in, lumber spaced
16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in.
OC. When steel studs are used and the diam of opening exceeds the
width of stud cavity,the opening shall be framed on II sides usinioP9 9
studsverticallentheofsteelstudinstalledbetweenthedga
screw-ottoched to the steel studs at each end. The framed opening in
the wall shall be 4 to 6 in. wider and 4 to 6 in. higher than the diam
of the penetrating item such that, when the penetrating item is
inslolled in the opening, o 2 to 3 in. clearance is present between the
penetrating item and the framing on all four sides.
8. Wallboard Gypsum' - 5/8 in. thick, 4 R wide with square or tapered
edges. The gypsum wallboard type, thickness, number of layers,
fastener type and sheet orientation Shall be as specified in the
individual U300 or U400 Series Design in the UL Fire Resistance
Directory. Max diam of opening is 32-1/4 in. for steel stud walls.
Max diom of opening is 14-1/2 in. for wood stud walls.
SSIFj
G`OE 4O Reproduced by HILTI, Inc. Courtesy of
o
Underwriters Loborotorka, Inc.
FIRESTOP SYSTEMS Re.ised 16, &gust 2600 C US
Page: 1 01 2
FIRESTOP DETAILS
USE AS REQUIRED
System No, W -L-1054
F Rating - 1 and 2 Hr
T Rating - 0 Hr
L Rating At Ambient - Less Than I CFM/Sq Ft
L Rating At 400 F - 4 CFM/Sq Ft
2. Through -Penetrants — One metallic pipe, conduit or tubing to be centered
within the firestop system. An annular space of min 0 in. to max 2-1/4
in. is required within firestop system. Pipe, conduit or tubing to be
rigidly supported on bath sides of wall assembly. The following types and
sizes of metallic pipes, conduits or tubing may be used:
A. Steel Pipe — Nom 30 in diom (or smaller) Schedule 10 (or heavier)
steel pipe.
B. Iron Pipe — Nom 30 in. diam (or smaller) cast or ductile iron pipe.
C. Conduit — Nom 4 in diam (or smaller) steel electrical metallic tubing
or 6 in. dam steel conduit.
D. Copper Tubing —Nom 6 in. diam (or smaller) Type L (or heavier)
copper tubing.
E. Copper Pipe — Nom 6 in. diam (or smaller) regular (or heavier)
copper pipe.
3. Fill, Void or Cavity Matenolk — Sealant — In 1 hr fire rated assemblies,
min 5/8 in. thickness of fill material applied within the annulus, flush
with bath surfaces of the wall In 2 hr fire rated assemblies, min 1-1/4
in. thickness of fill material applied within the annulus, flush with both
surfaces of wall.
FS—ONHILTIInc. E Sealant
Bearing the UL Classification Marking
p,SSIFj
oEOE=O* Reproduced
ti
HILTI, Inc Courtesy of
FIRESTOP SYSTEMS
Uo Revised s01, OeLc1999 C 9 US
Page: 2 of 2
BAR JlOIS
FENDER WASHERS 11
SPRINKLER LINE
ATR
RING
TYPICAL #02C HANGERS
NO SCALE -
METAL STRUCTURE
PIN. 20 GA. (.036') - MAX. 1/4'
RETAINER NUT THREADED FASTENER
SAMMY SIDEWINDER
SWOR I' (I' SHANK)
WITH RETAINER NUT
OR POWERS STEEL
SIDE VERTIGORIG0
WITH RETAINER NUT
U 3/8 ATR
RNG SPRINKLER LINE
3/4' TO 4 DIA.
TYPICAL #qqD HANGERS
NO SCALE
NU1S SPRINKLER PIPE
ll'
N GPT
ATR
SPLIT RING
INSP. TEST SUPPORT GIRT
NO SCALE
NUTS
FOR 1-2' PIPE)
ATR
RING
SPRINKLER LINE
TYPICAL #02 HANGERS
NO SCALE
Z-PURLN
NUTSNUTJ &WASHERS
FOR 1-4' PIPE)
ATR
RING
SPRINKLER LINE
TYPICAL #02A HANGERS •,
NO SCALE
TOP BEAM CLAMP v/ATR &
HEX NUTS w/FENPE:R WASHERS
SPRINKLER LINE
W,A,F,S, SCOPE OF WORK BEGINS APPR6,'IMATELY 1'-0' AFF AT SPIGOT INSTALLED BY OTHERS,
VARIES
TOP BEAM
It' ATR
I' HEX NUT
GLA(7P
r
V WASHER
AND INSTALLED BY OTHERS,
1' SCH-40 T -PE
THE FIRE SPRINKLER SYSTEM POINT OF' SERVICE IS AT THE CONNECTION TO THE EXISTING
1/2) V SCR. COUP.
ANGLE IRON
HEX NUTS &
FENDER WASHERS ATR
SPRINKLER LINE
INSTALLED BYASTATE OF FLORIDAFL RIIDALI LICENSED CONTRACTOR.
WITH WOI
RING
TYPICAL #T106 TRAPEZE HANGER
NO SCALE
i
t TOP DEAN J
CLAMP v/
I LOCK NUT
ATR
I
It
RING
I,
fSPRINKLER LITE
I TYPICAL #01 HANGERS
l NO SCALE
1
Z-PURLIN
II
MCN. BOLT v / rNUT & WASHERS
IM
II
f
TOP br. fN CLAPNP ANGLE IRON
y/LOCK NUT
ATR
SPRity! LER LINE
ING
TYPICAL #T 103A TRAPEZE HANGER
NO SCALE^
HANGER DETAILS
USE AS REQUIR :-D
ANCHOR PER p TT
19
FOR STRUCTI
YPE
HEX NUT &
FENDER WASHER
1 FABRICATED
I' ANGLE PON
WALL BRACKET
ATR
RING
SPRINKLER LINE
TYPICAL #SP5A HANGERS
NO SCALE
CONCRETE HOLLOWCORE SLAB
HILTI PROP -IN
AT R
SPRINKLER LINERING
4' MAX) Z:
TYPICAL #035 HANGERS
NO SCALE
MCN. BOLT OR
ATR WITH
NUTS & WASHERS
TOP DEAN tlp VATR ONw/LOCK NUT
SPRINKLER LINE
TYPICAL #T105A TRAPEZE HANGER
NO SCALE
py
t l
FANS REVIEWED
CITY OF SANFORD
ABOVEGROUND GENERAL NOTES
SYSTEM TO BE DESIGNED AND INSTALLED IN ACCORDANCE W/ NFPA-13 1999 EDITION
INCLUDING ALL APPLICABLE LOCAL AND STATE CODES
ALL STEEL PIPING WITH THREADED FITTIN(IS TO BE SCHEDULE 40 OR 35 TO MEET ANSI/ASTM A-135/795 STANDARDS.
THREADED FITTINGS WILL BE CAST/DUCTILE IRON ANSI BILA CLASS 125,
STEEL PIPING WITH GROOVED OR WELDED ITTINGS WILL BE SCH-10 OR THINWALL PIPE
TO MEET ANSI/ASTM A795 STANDARDS
GROOVED FITTINGS WILL BE DUCTILE IRON ASTM A536
ALL HANGERS TO BE SPACED IN ACCORDAN'E WITH MANUFACTURER'S RECOMMENDATIONS & NFPA-13 1999 EDITION.
ALL PENETRATIONS THROUGH FIRE -RATED I,ALL OR FLUOR ASSEMBLIES SHALL BE SEALED WITH FIRE CAULK
IN ACCORDANCE WITH FIRE PENETRATION DETAILS PROVIDED,
ALL UNDERGROUND PIPING TO BE FLUSHED IBEFORE CONNECTION TO ABOVEGROUND PIPING.
ALL PIPING SHALL BE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO COVERING WITH DRYWALL
AND COPIES OF APPROPRIATE TEST PAPERS FORWARDED TO PROPER RECEPIENTS
MINIMUM AND MAXIMUM SPRINKLER HEAD SPi)CING TO BE AS NOTED ON EACH SHEET,
ALL REQUIRED SOFFITS ARE BY OTHERS
ALL WIRING OF ELECTRICAL DEVICES BY PTHERS,
ALL PAINTING OF PIPE, WHERE AND IF REQUIRED, TO BE BY OTHERS,
ALL REQUIRED INSULATION OF PIPING IS 1U BE BY OTHERS, UNLESS NOTED OTHERWISE ON FIRE SPRINKLER PLANS,
SPARE SPRINKLERS AND APPROPRIATE WRENCHES SHALL BE PROVIDED IN ACCORDANCE W/ NFPA-13 1999 EDITION,
CONNECTIONS TO BUILDING ALARM SYSTEM AND ANY MONITORING IS BY OTHERS
SPRINKLER - PER NFPA-25, 2002 ED, SECTION 4.1.2 - THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER-BASED
FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER OF THE PROPERTY,
ALARMS - PER NFPA-72, 2002 ED, SECTION 10,2.2,1 - THE OWNER OR THE OWNER'S DESIGNATED REPRESENTATIVE SHALL BE
RESPONSIBLE FOR INSPECTION, TESTING, AND MAINTENANCE OF THE SYSTEM AND ALTERATIONS OR ADDITIONS TO THIS SYSTEM,
STATE CERTIFICATION TAG SHALL BE AFFIXED TO RISER
AS - DENOTES HYDRAULIC REFERENCE NODE
I
12 -DENOTES DISTANCE DOWN FROM STRUCTURE ABOVE
9-6 - DENOTES ELEVATION OFF FLUOR (MAY I"ICLUDE A REFERENCE ELEVATION)
UNDERGROUND GENERAL NOTES-
SPRINKLER LINE
W,A,F,S, SCOPE OF WORK BEGINS APPR6,'IMATELY 1'-0' AFF AT SPIGOT INSTALLED BY OTHERS,
SADDLE
SIZED TO PIPE
SITEWORK IS EXCLUDED FROM W,A,F,S, SCOPE OF WORK,
It' ATR
I' HEX NUT
ALL PIPE FROM THE CITY CONNECTION, THROUGH THE BACKFLOW ASSEMBLY TO BE SUPPLIED
r
V WASHER
AND INSTALLED BY OTHERS,
1' SCH-40 T -PE
THE FIRE SPRINKLER SYSTEM POINT OF' SERVICE IS AT THE CONNECTION TO THE EXISTING
1/2) V SCR. COUP.
16' WATER MAIN AS SHOWN ON THIS SITE PLAN, AND CIVIL DRAWING C07.
6'x6'x1/8'
ALL UNDERGROUND LARE TOINTSSPRINKLIREUNDG,
STEEL PLATE
INSTALLED BYASTATE OF FLORIDAFL RIIDALI LICENSED CONTRACTOR.
WITH WOI
INSTALLATION TO BE IN ACCORDANCE WITH NFPA-24 1995 EDITION
MOUNTING HOLES
ALL PIPE AND FITTINGS TO BE INSPECTED PRIOR TO COVERING E
i
TYPICAL #12B PIPE STAND
ALL PIPE AND FITTING MATERIALS 'FO EE IN ACCORDANCE WITH NFPA-24
ADJUSTABLE
NO SCALE
TEST TAKEN BY
PIPE TO BE FLUSHED BEFORE CONNECTING TO ABOVEGROUND FIRE SPRINKLER SYSTEM
HYDRANT LOCATION
i
t TOP DEAN J
CLAMP v/
I LOCK NUT
ATR
I
It
RING
I,
fSPRINKLER LITE
I TYPICAL #01 HANGERS
l NO SCALE
1
Z-PURLIN
II
MCN. BOLT v / rNUT & WASHERS
IM
II
f
TOP br. fN CLAPNP ANGLE IRON
y/LOCK NUT
ATR
SPRity! LER LINE
ING
TYPICAL #T 103A TRAPEZE HANGER
NO SCALE^
HANGER DETAILS
USE AS REQUIR :-D
ANCHOR PER p TT
19
FOR STRUCTI
YPE
HEX NUT &
FENDER WASHER
1 FABRICATED
I' ANGLE PON
WALL BRACKET
ATR
RING
SPRINKLER LINE
TYPICAL #SP5A HANGERS
NO SCALE
CONCRETE HOLLOWCORE SLAB
HILTI PROP -IN
AT R
SPRINKLER LINERING
4' MAX) Z:
TYPICAL #035 HANGERS
NO SCALE
MCN. BOLT OR
ATR WITH
NUTS & WASHERS
TOP DEAN tlp VATR ONw/LOCK NUT
SPRINKLER LINE
TYPICAL #T105A TRAPEZE HANGER
NO SCALE
py
t l
FANS REVIEWED
CITY OF SANFORD
ABOVEGROUND GENERAL NOTES
SYSTEM TO BE DESIGNED AND INSTALLED IN ACCORDANCE W/ NFPA-13 1999 EDITION
INCLUDING ALL APPLICABLE LOCAL AND STATE CODES
ALL STEEL PIPING WITH THREADED FITTIN(IS TO BE SCHEDULE 40 OR 35 TO MEET ANSI/ASTM A-135/795 STANDARDS.
THREADED FITTINGS WILL BE CAST/DUCTILE IRON ANSI BILA CLASS 125,
STEEL PIPING WITH GROOVED OR WELDED ITTINGS WILL BE SCH-10 OR THINWALL PIPE
TO MEET ANSI/ASTM A795 STANDARDS
GROOVED FITTINGS WILL BE DUCTILE IRON ASTM A536
ALL HANGERS TO BE SPACED IN ACCORDAN'E WITH MANUFACTURER'S RECOMMENDATIONS & NFPA-13 1999 EDITION.
ALL PENETRATIONS THROUGH FIRE -RATED I,ALL OR FLUOR ASSEMBLIES SHALL BE SEALED WITH FIRE CAULK
IN ACCORDANCE WITH FIRE PENETRATION DETAILS PROVIDED,
ALL UNDERGROUND PIPING TO BE FLUSHED IBEFORE CONNECTION TO ABOVEGROUND PIPING.
ALL PIPING SHALL BE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO COVERING WITH DRYWALL
AND COPIES OF APPROPRIATE TEST PAPERS FORWARDED TO PROPER RECEPIENTS
MINIMUM AND MAXIMUM SPRINKLER HEAD SPi)CING TO BE AS NOTED ON EACH SHEET,
ALL REQUIRED SOFFITS ARE BY OTHERS
ALL WIRING OF ELECTRICAL DEVICES BY PTHERS,
ALL PAINTING OF PIPE, WHERE AND IF REQUIRED, TO BE BY OTHERS,
ALL REQUIRED INSULATION OF PIPING IS 1U BE BY OTHERS, UNLESS NOTED OTHERWISE ON FIRE SPRINKLER PLANS,
SPARE SPRINKLERS AND APPROPRIATE WRENCHES SHALL BE PROVIDED IN ACCORDANCE W/ NFPA-13 1999 EDITION,
CONNECTIONS TO BUILDING ALARM SYSTEM AND ANY MONITORING IS BY OTHERS
SPRINKLER - PER NFPA-25, 2002 ED, SECTION 4.1.2 - THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER-BASED
FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER OF THE PROPERTY,
ALARMS - PER NFPA-72, 2002 ED, SECTION 10,2.2,1 - THE OWNER OR THE OWNER'S DESIGNATED REPRESENTATIVE SHALL BE
RESPONSIBLE FOR INSPECTION, TESTING, AND MAINTENANCE OF THE SYSTEM AND ALTERATIONS OR ADDITIONS TO THIS SYSTEM,
STATE CERTIFICATION TAG SHALL BE AFFIXED TO RISER
AS - DENOTES HYDRAULIC REFERENCE NODE
I
12 -DENOTES DISTANCE DOWN FROM STRUCTURE ABOVE
9-6 - DENOTES ELEVATION OFF FLUOR (MAY I"ICLUDE A REFERENCE ELEVATION)
UNDERGROUND GENERAL NOTES-
STATIC PRESSURE
W,A,F,S, SCOPE OF WORK BEGINS APPR6,'IMATELY 1'-0' AFF AT SPIGOT INSTALLED BY OTHERS,
FIRE PUMP
SITEWORK IS EXCLUDED FROM W,A,F,S, SCOPE OF WORK,
RESIDUAL PRESSURE
ALL PIPE FROM THE CITY CONNECTION, THROUGH THE BACKFLOW ASSEMBLY TO BE SUPPLIED
SIZE GPM 0 PSI
AND INSTALLED BY OTHERS,
PITOT READING
THE FIRE SPRINKLER SYSTEM POINT OF' SERVICE IS AT THE CONNECTION TO THE EXISTING
TYPE OF DRIVER
16' WATER MAIN AS SHOWN ON THIS SITE PLAN, AND CIVIL DRAWING C07.
FLOW IN G.P.M.
ALL UNDERGROUND LARE TOINTSSPRINKLIREUNDG,
ELECTRICAL REQS
INSTALLED BYASTATE OF FLORIDAFL RIIDALILICENSED CONTRACTOR.
DATE OF TEST
INSTALLATION TO BE IN ACCORDANCE WITH NFPA-24 1995 EDITION 0ALLPIPEANDFITTINGSTOBEINSPECTEDPRIORTOCOVERINGE
TIME OF TEST
ALL PIPE AND FITTING MATERIALS 'FO EE IN ACCORDANCE WITH NFPA-24
ALL PIPE AND FITTINGS TO BE TESTED'AT 200 PSI FOR 2 HOURS
TEST TAKEN BY
PIPE TO BE FLUSHED BEFORE CONNECTING TO ABOVEGROUND FIRE SPRINKLER SYSTEM
HYDRANT LOCATION
ALL PAINTING OF SPRINKLER PIPE BY OTHERS,
GPM REQ'D 0 HASH
WIRING AND MONITORING OF DEVICES IS BY OTHERS.
E SHEET F1
ALL FDC(S) TO BE LOCATED PER LOCATIONS SHOWN ON CIVIL DOCUMENTS AND SHALL MEET LOCAL CODE.
ALL DUCTILE IRON PIPE TO BE CLASS :350
PSI REQ'D 0 TEST .
ALL PVC PIPE TO BE C-900 (SDR -14 / 18 AS REQUIRED) USING SLIP AND MECHANICAL JOINTS
ALL CHANGES IN DIRECTION OF PIPING INSTALLED BY WAYNE AUTOMATIC FIRE SPRINKLERS
ARE TO BE RESTRAINED WITH MEGALUG RETAINING GLANDS
GAS - DENOTES HYDRAULIC REFERENCE POINTS
PER NFPA 25, 2002 EDITION
SECTION 4.1.2 — THE
RESPONSIBILITY FOR PROPERLY
MAINTAINING A WATER BASED
FIRE PROTEC`T'ION SYSTEM
SHALL BE THAT OF rI'HE
OWNER OF THE PROPERTY'
I
NOTE: SEE CIVIL PLANS AND ARCHTIECTURAL FLOOR PLANS FOR NOTES AND DETAILS NOT SHOWN
SEE FIRE SPRINKLER PLAN FP2 FOR NOTES AND DETAILS NOT SHOWN
bw'ITE-AN.L.-
r
A A -f h
Fire Protection Engineering, i,g,
222 CAPITOL COURT OCOEE, ,R- 34+761
PH: (407) 877-5589 FAX: (407) 656-80, 16
Certificate of Authorization Number 754 3
0 P -->'- IF?- IL - T— L _L
ALLALL DUCeN INCLUDINGMTS ORIGINAL DRAWINGS,SPECIFICATIONS FIELD NOTESDOCUMENTS,
ESTIMATES AND DATA, INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT
ARE AND WILL REMAIN THE PROPERTY OF WAYNE AUTUMATJC FIRE SPRINKLE: KS, INC.
WAFS) AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDED, NOR REPRESENTED
TO BE SUITABLE FOR RE—USE BY THE CLIENT, OR OTHERS, ON EXTENSION OF THIS
PROJECT, OR FOR ANY OTHER PROJECT. ANY REUSE, OR ADAPTATION OF THE tNFO
RMATION CONTAINED HEREIN WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS—
WILL HE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, OR LEGAL EXPOSURE TO
WAFS, AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED I
ON BETWEEN WAFS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY AND HOLD
VAFS HARMLESS FROM ANY AND ALL CLAIMS. DAMAGES, LOSSES AND EXPENSES,INCL—
UDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. I
IMPORTANT OWNER INFORMATION THIS DRAWING IS BASED ON THE OWNERS
ACCEPTANCE OF THE LATEST EDITION OF NEPA wZ5 AS THE APPLICABLE STANDARD
FOR THE INSPECTION,TESTING,AND MAINTENANCE OF WATER BASED FIRE PROTECTION
SYSTEMS. IF THE BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET
AND/OR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM
PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERSINC.
NO. DATE REVISIONS
I,
1 i
R /00\ 106/24/2004 ( SUBMIT PLANS FOR PERMIT AND GC / OWNER APPROVAL I FP Ui
WATER SUPPLY INFORMATION
STATIC PRESSURE 53 FIRE PUMP N/A
RESIDUAL PRESSURE 48 SIZE GPM 0 PSI
PITOT READING 45 TYPE OF DRIVER
DATE:
FLOW IN G.P.M. 1125 ELECTRICAL REQS
AS NOTED
DATE OF TEST 18 JUNE 2004
DESIGN AREA S:F.
TIME OF TEST 0900 HRS
PSI REQ'D 0 BASR
TEST TAKEN BY LJ SMITH AND F PETERSEN
OF WAYNE AUTOMATIC FIRE SPRINKLERS, INC.
HYDRANT LOCATION SINGLE HYDRANT FLOW FROM EXISTING UNIT 111310001
AT NE CORNER OF RINEHART RD AND OREGON AVE
SPRINKLERS SPACING
SYMBOL MAXIMUM MINIMUM COMMENTS
SEE SH
SPRINKLERS I
SYMBOL QTY SIZE K TEMP MODEL
SEE SHEET FP2
t
435 PROJECT TOTAL
i
VN%/WAYNE
Automatic Fire Sprinklers, Inc,
ORLANDO - JACKSONVILLE - FORT MYERS
WAYNE
POMPANO - CHARLOTTE, NC
CORPORATE OFFICE - ORLANDO, FLORIDA
222 CAPITOL COURT OCOEE, FL 34761
PHONE: (407) 656-3030 FAX- (407) 656-8026
PRUCT:
SEMINOLE POWER SPORTS
1200 RINEHART ROAD
SANFORD, FLORIDA
CONTRACT PATH:
HODGEN CONSTRUCTION & DEVELOPMENT GP.
17160 ARVIDA PARKWAY, STE. 4
WESTON, FLORIDA 33326 TEL: 954.727.0333
SYSTEM #
DESIGN CRITERIA
DRAWN HY-
SYSTEM #
CHECKED BY: HAZARD ENGINEERING
DESIGN AREA
4.09
DATE: 15 JUNE 2004
DENSITY
SCALE: AS NOTED
AHJ:
DESIGN AREA S:F.
CONTRACT # 377
PSI REQ'D 0 BASR
ID .00
OF
GPM REQ'D 0 HASH S E SHEET F1 2
PSI REQ'D 0 TEST .
GPM REQ'D 0 TEST
SPRINKLER
IN DESIGN AREA
ELEVATION 0
HIGHEST SPKR
HOSE
SPRINKLERS SPACING
SYMBOL MAXIMUM MINIMUM COMMENTS
SEE SH
SPRINKLERS I
SYMBOL QTY SIZE K TEMP MODEL
SEE SHEET FP2
t
435 PROJECT TOTAL
i
VN%/WAYNE
Automatic Fire Sprinklers, Inc,
ORLANDO - JACKSONVILLE - FORT MYERS
WAYNE
POMPANO - CHARLOTTE, NC
CORPORATE OFFICE - ORLANDO, FLORIDA
222 CAPITOL COURT OCOEE, FL 34761
PHONE: (407) 656-3030 FAX- (407) 656-8026
PRUCT:
SEMINOLE POWER SPORTS
1200 RINEHART ROAD
SANFORD, FLORIDA
CONTRACT PATH:
HODGEN CONSTRUCTION & DEVELOPMENT GP.
17160 ARVIDA PARKWAY, STE. 4
WESTON, FLORIDA 33326 TEL: 954.727.0333
SYSTEM # SITE AND DETAIL PLAN
DRAWN HY- F PETERSEN
CHECKED BY: HAZARD ENGINEERING
TOTAL A/S: 4.09
DATE: 15 JUNE 2004
SCALE: AS NOTED
AHJ: CITY OF SANFORD
CONTRACT # 377
SHEET #
IF ID .00
OF
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4' TCI SYSTEM
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ELECTRICAL WIRING BY OTHERS
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12 HEAD SPARE HEAD BOX
APPROPRIATE WRENCHES AND
HEADS PER NFPA-13 <r iD LIJ
w LU
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136' AFF 4' FLOW SWITCH -
ELECTRICAL WIRING BY OTHERS }
O U +
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NOTES: cv
ELECTRICAL WIRING BY OTHERS
BACKFLOW ASSEMBLY TO SERVE AS
6' RETAINING GLAND OR MEGALUG
SYSTEM CONTROL ASSEMBLY.
6 MJ 90 - RETAIN AS REQUIRED
6' C-900 (DR -14 / 18 AS REQUIRED) BACK TO SUPPLY
SEE SHEET FP1 AND CIVIL PLAN FOR CONTINUATION
RISER DETAIL
SCALE: 1/
277 = 1'-0"
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i 1 ( ! I' ! 1 I f PH (407) $77-5589 FAX (407) 656-8026
10
Certificate of Authorization Number 7523
Y Jl JL Lf
F ,1, ! 1
1 ,
i , , I! , ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, SPECIFICATIONS, FIELD NOTES.
I1! _ YP D s hls Ore 1 114 I ! I ! ESTIMATES AND DATA, INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT
QR, ' J 1 '1{_( ! { _} _-_ i ARE AND WILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERSANC.
E- F2TPCI ESC 7CMENNS IFOR DR' PJ ( F i ,pl
i
T ! I + _
y__.__ (WAFS) AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDS NOR REPRESENTED4PCI
arc• I dl us t SI; b ...- TO HE SUITABLE FOR RE -USE BY THE CLIENT, OR OTHERS, ON EXTENSION OF THIS
J T/LH JST 1S'- i j c s ' PROJECT, OR FOR ANY OTHER PROJECT. ANY REUSE, OR ADAPTATION OF THE INFO-
I °'; RMATION CONTAINED HEREIN, WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS
WILL BE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, OR LEGAL EXPOSURE TO
t 7-: WAFS, AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED i01
j
1c i ON BETWEEN WAFS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY AND HOLD
ry ~• (
WAFS HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES,INCL-
UDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS.
III I I`''• I';: I ! IMPORTANT OWNER INFORMATION THIS DRAWING Is BASED ON THE OWNERS
I . •-v ! 1 W I I ! , W ! I ! ` ( ! !,! ! ! ! I.I I ! 11. (
j {rw I i o `,' ACCEPTANCE F THE LATEST EDITION OF NFPA 825 AS THE APPLICABLE STANDARDqt+ 0-10
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2' 2. v 'r 2'v J•• e Iv 2. •k 2.,t i•21.k Y CY k 4 s 2• i { 2'; II; SYSTEMS. IF THE BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET
I
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U ! , I ••2 ,. G PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS,INC. T
L. ;
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ABOVEGROUND GENERAL NOTES
SYSTEM TO BE DESIGNED AND INSTALLED IN ACCORDANCE W/ NFPA-13 1999 EDITION
INCLUDING ALL APPLICABLE LOCAL AND STATE CODES
ALL STEEL PIPING WITH THREADED FITTINGS TO BE SCHEDULE 40 OR 35 TO MEET ANSI/ASTM A-135/795 STANDARDS,
THREADED FITTINGS WILL BE CAST/DUCTILE IRON ANSI B16,4 CLASS 125,
STEEL PIPING WITH GROOVED OR WELDED FITTINGS WILL BE SCH-10 OR THINWALL PIPE
TO MEET ANSI/ASTM A795 STANDARDS,
GROOVED FITTINGS WILL BE DUCTILE IRON ASTM A536
ALL HANGERS TO BE SPACED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS& NFPA-13 1999 EDITION,
ALL PENETRATIONS THROUGH FIRE -RATED WALL OR FLUOR ASSEMBLIES SHALL BE SEALED WITH FIRE CAULK
IN ACCORDANCE WITH FIRE PENETRATION DETAILS PROVIDED.
ALL UNDERGROUND PIPING TO BE FLUSHED BEFORE CONNECTION TO ABOVEGROUND PIPING,
ALL PIPING SHALL BE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO COVERING WITH DRYWALL
AND COPIES OF APPROPRIATE TEST PAPERS FORWARDED TO PROPER RECEPIENTS
MINIMUM AND MAXIMUM SPRINKLER HEAD SPACING TO BE AS NOTED ON EACH SHEET.
ALL REQUIRED SOFFITS ARE BY OTHERS
ALL WIRING OF ELECTRICAL DEVICES BY OTHERS,
ALL PAINTING OF PIPE, WHERE AND IF REQUIRED, TO BE BY OTHERS.
ALL REQUIRED INSULATION OF PIPING IS TO BE BY OTHERS, UNLESS NOTED OTHERWISE ON FIRE SPRINKLER PLANS.
SPARE SPRINKLERS AND APPROPRIATE WRENCHES SHALL, BE PROVIDED IN ACCORDANCE W/ NFPA-13 1999 EDITION.
CONNECTIONS TO BUILDING ALARM SYSTEM ANIi ANY MONITORING IS BY OTHERS
SPRINKLER - PER NFPA-25, 2002 ED. SECTION 4.1;2 - THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER-BASED
FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER OF THE PROPERTY.
ALARMS - PER NFPA-72, 2002 ED, SECTION 10;22:1 - THE OWNER OR THE OWNER'S DESIGNATED REPRESENTATIVE SHALL BE
RESPONSIBLE FOR INSPECTION, TESTING, AND MAINTENANCE OF THE SYSTEM AND ALTERATIONS OR ADDITIONS TO THIS SYSTEM.
STATE CERTIFICATION TAG SHALL BE AFFIXED TO RISER
BAS - DENOTES HYDRAULIC REFERENCE NODE
DENOTES DISTANCE DOWN FROM STRUCTURE ABOVE
9-6 - DENOTES ELEVATION OFF FLOOR (MAY INCLUDE A REFERENCE ELEVATION)
PER NFPA 25, 2002 EDITION
SEC'T'ION 4.1.2 - THE
RESPONSIBILITY FOR PROPERLY
MAINTAINING A WATER BASED
FIRE PROTECTION SYSTEM
SHALL BE THAT OF THE
OWNER OF THE PROPERTY
NOTE1 - SEE FIRE SPRINKLER SITE PLAN FP1 AND CIVIL PLANS FHR NOTES AND DETAILS NOT SHOWN
SEE SHEET FP1 FOR FIRESTOP PENETRATION DETAILS
2 -SERVICE
PITOT READING 45 TYPE OF DRIVER
20
FLOW IN G.P.M.
1
i0 FACE OF COLUMN)
lI 7.1 7.22 (7.3 I o.1 `it,2
r ,' Y
f I'---
U'I!- --
14' 0 - -__ Iq•.p HY-DRAtIC! ALL-Y"CALCULATED-REMOTE 'FIREA=2`.'S&V, ICE' I
iplr;'C, 4 j AT .201 (}P OVER 1553 SQ FT FLOWING 14 PENDENT
1+ ,i { AND 2A HU2IZONTAL SIDEWALL SPRINi%ERS. I.
7777777777, '!'.
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I Fire Protection Engineering,
ti 2-4 2=H `,8- T I +' g., - ,} -1 ! a =1 5- 1 , . 3-0 P .t.y_ T• p% 1 " ! . _ 222 CAPITOL COURT OCOEE, FL 34761
i 1 ( ! I' ! 1 I f PH (407) $77-5589 FAX (407) 656-8026
10
Certificate of Authorization Number 7523
Y Jl JL Lf
F ,1, ! 1
1 ,
i , , I! , ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, SPECIFICATIONS, FIELD NOTES.
I1! _ YP D s hls Ore 1 114 I ! I ! ESTIMATES AND DATA, INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT
QR, ' J 1 '1{_( ! { _} _-_ i ARE AND WILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERSANC.
E- F2TPCI ESC 7CMENNS IFOR DR' PJ ( F i ,pl
i
T ! I + _
y__.__ (WAFS) AS INSTRUMENTS OF SERVICE. THEY ARE NOT INTENDS NOR REPRESENTED4PCI
arc• I dl us t SI; b ...- TO HE SUITABLE FOR RE -USE BY THE CLIENT, OR OTHERS, ON EXTENSION OF THIS
J T/LH JST 1S'- i j c s ' PROJECT, OR FOR ANY OTHER PROJECT. ANY REUSE, OR ADAPTATION OF THE INFO-
I °'; RMATION CONTAINED HEREIN, WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS
WILL BE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, OR LEGAL EXPOSURE TO
t 7-: WAFS, AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED i01
j
1c i ON BETWEEN WAFS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY AND HOLD
ry ~• (
WAFS HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES,INCL-
UDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS.
III I I`''• I';: I ! IMPORTANT OWNER INFORMATION THIS DRAWING Is BASED ON THE OWNERS
I . •-v ! 1 W I I ! , W ! I ! ` ( ! !,! ! ! ! I.I I ! 11. (
j {rw I i o `,' ACCEPTANCE F THE LATEST EDITION OF NFPA 825 AS THE APPLICABLE STANDARDqt+ 0-10
I.`'
T
II• I 11 FOR THE INSPECTION,TESTING,AND MAINTENANCE OF WATER BASED FIRE PROTECTION
2' 2. v 'r 2'v J•• e Iv 2. •k 2.,t i•21.k Y CY k 4 s 2• i { 2'; II; SYSTEMS. IF THE BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET
I
an'j •} I•i • < 1-8- P• .t' O- d' • -J^ ^ - • `I- r' 'r' I(1 S- I Y0 6 AND/OR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM
U ! , I ••2 ,. G PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS,INC. T
L. ;
ZP ;
I ! IX I ! 1471 i ! ! ! ! •I ..I ' i-
I . I
GYP. DUARD
12'-10' A F N0. DATE REVISIONS BY
0 04
3_- -t !$
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I
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UI DETAIL I ON A,I (ITM - I -- -- -
f'+ ESCUTIHEONS=FOR RO S! } 1 x 11 I f! !1 i_ I,
1 "" "'--' -
2Mt bR --BR 9R AR aR 1R., c1R CR H1t itR 2Nt DB dRy 2M, Y! HR LMt EM,
F -r- ...:1- _I I F I
21-6 112"
TICUSIICAL TILE - v: ;;tl; WALT '
y
IL
0'-8'F/CMU SERVICE AREA / SHOP BELOW MEZZANINE '!
fB, 4 W ! !
4OI SEE FLOOR PLAN I
F3.32) G i
W
IJ
A)
A.
ABOVEGROUND GENERAL NOTES
SYSTEM TO BE DESIGNED AND INSTALLED IN ACCORDANCE W/ NFPA-13 1999 EDITION
INCLUDING ALL APPLICABLE LOCAL AND STATE CODES
ALL STEEL PIPING WITH THREADED FITTINGS TO BE SCHEDULE 40 OR 35 TO MEET ANSI/ASTM A-135/795 STANDARDS,
THREADED FITTINGS WILL BE CAST/DUCTILE IRON ANSI B16,4 CLASS 125,
STEEL PIPING WITH GROOVED OR WELDED FITTINGS WILL BE SCH-10 OR THINWALL PIPE
TO MEET ANSI/ASTM A795 STANDARDS,
GROOVED FITTINGS WILL BE DUCTILE IRON ASTM A536
ALL HANGERS TO BE SPACED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS& NFPA-13 1999 EDITION,
ALL PENETRATIONS THROUGH FIRE -RATED WALL OR FLUOR ASSEMBLIES SHALL BE SEALED WITH FIRE CAULK
IN ACCORDANCE WITH FIRE PENETRATION DETAILS PROVIDED.
ALL UNDERGROUND PIPING TO BE FLUSHED BEFORE CONNECTION TO ABOVEGROUND PIPING,
ALL PIPING SHALL BE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO COVERING WITH DRYWALL
AND COPIES OF APPROPRIATE TEST PAPERS FORWARDED TO PROPER RECEPIENTS
MINIMUM AND MAXIMUM SPRINKLER HEAD SPACING TO BE AS NOTED ON EACH SHEET.
ALL REQUIRED SOFFITS ARE BY OTHERS
ALL WIRING OF ELECTRICAL DEVICES BY OTHERS,
ALL PAINTING OF PIPE, WHERE AND IF REQUIRED, TO BE BY OTHERS.
ALL REQUIRED INSULATION OF PIPING IS TO BE BY OTHERS, UNLESS NOTED OTHERWISE ON FIRE SPRINKLER PLANS.
SPARE SPRINKLERS AND APPROPRIATE WRENCHES SHALL, BE PROVIDED IN ACCORDANCE W/ NFPA-13 1999 EDITION.
CONNECTIONS TO BUILDING ALARM SYSTEM ANIi ANY MONITORING IS BY OTHERS
SPRINKLER - PER NFPA-25, 2002 ED. SECTION 4.1;2 - THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER-BASED
FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER OF THE PROPERTY.
ALARMS - PER NFPA-72, 2002 ED, SECTION 10;22:1 - THE OWNER OR THE OWNER'S DESIGNATED REPRESENTATIVE SHALL BE
RESPONSIBLE FOR INSPECTION, TESTING, AND MAINTENANCE OF THE SYSTEM AND ALTERATIONS OR ADDITIONS TO THIS SYSTEM.
STATE CERTIFICATION TAG SHALL BE AFFIXED TO RISER
BAS - DENOTES HYDRAULIC REFERENCE NODE
DENOTES DISTANCE DOWN FROM STRUCTURE ABOVE
9-6 - DENOTES ELEVATION OFF FLOOR (MAY INCLUDE A REFERENCE ELEVATION)
PER NFPA 25, 2002 EDITION
SEC'T'ION 4.1.2 - THE
RESPONSIBILITY FOR PROPERLY
MAINTAINING A WATER BASED
FIRE PROTECTION SYSTEM
SHALL BE THAT OF THE
OWNER OF THE PROPERTY
NOTE1 - SEE FIRE SPRINKLER SITE PLAN FP1 AND CIVIL PLANS FHR NOTES AND DETAILS NOT SHOWN
SEE SHEET FP1 FOR FIRESTOP PENETRATION DETAILS
WATER SUPPLY INFORMATION
STATIC PRESSURE 53 FIRE PUMP N/A
RESIDUAL PRESSURE 48 SIZE GPM 0 PSI
2 -SERVICE
PITOT READING 45 TYPE OF DRIVER
20
FLOW IN G.P.M. 1125 ELECTRICAL REQS
1533
DATE OF TEST 18 JUNE 2004
41.787 39.554
TIME OF TEST 0900 HRS
241.29 219.61
TEST TAKEN BY LJ SMITH AND F PETERSEN
OF WAYNE AUTOMATIC FIRE SPRINKLERS, INC.
HYDRANT LOCATION SINGLE HYDRANT FLOW FROM EXIS NG UNIT 111310001
AT NE CORNER OF RINEHART RD AND OREGON AVE
SPRINKLERS
DESIGN CRITERIA
SYSTEM # 1 1 1
DESIGN AREA 1 -SHOWROOM 2 -SERVICE 3 -DRIVE
DENSITY 15 20 15
DESIGN AREA S.F. 1514 1533 1610
PSI REQ'D @ BASR 41.787 39.554 36.944
GPM REQ'D BASR 241.29 219.61 267.49
PSI REQ'D ® TEST 1 46.259 43.902 41.541
GPM REQ'D @ TEST 494.29 469.61 517.49
SPRINKLER
N DESIGN AREA 2 14 13
ELEVATION @
HIGHEST SPKR 29' 13' 13'
HOSE
0 / 250 0 / 250 0 / 250
SPRINKLERS SPACING
SYMBOL MAXIMUM MINIMUM COMMENTS
O
225 50 FT LGH( HAZ
130 SQ FT ORD HAZ
6'-0'
MAX SPACING IS 9'-0' OFF WALL IN SMALL
ROOM, WITH DEFLECTOR I'-12" BELOW CE41NC
FOLLOW ALL COVERAGE RULES PER
NFPA-13 FOR OBSTRUCTIONS
Q 200 14W' 16TT-0"
PER NFPA-13
Oe MAX OFF WALL. DEFLECTOR TO BE
4"-6" BELOW FIN. CEILING.
TY313t
CENTRAL TY -B BRASS UPRIGHT
WITH NO ESCUTCHEON
0 127 1/2" 5.6 155 TY3231
CENTRAL TY -FRB QUICK RESPONSE PENDENT
WHITE W/ WHITE SEMI-REC ESCUTCHEON
3 1/2" 5.6 155' TY3551 CENTRAL RF -II CONCEALED PENDENT
WITH BRIGHT -WHITE 135' COYERPLATE
SPRINKLERS
I
SYMBOL QTY SIZE K TEMP SIN MODEL
TOTAL A/S:
253 1
Zp
5.6 155" TY313t
CENTRAL TY -B BRASS UPRIGHT
WITH NO ESCUTCHEON
0 127 1/2" 5.6 155 TY3231
CENTRAL TY -FRB QUICK RESPONSE PENDENT
WHITE W/ WHITE SEMI-REC ESCUTCHEON
3 1/2" 5.6 155' TY3551 CENTRAL RF -II CONCEALED PENDENT
WITH BRIGHT -WHITE 135' COYERPLATE
Q 22 1 2" 5.6 200• TY3255 CENTRAL DS -1 DRY PENDENT WHITEW/ 2 PIECE WHITE EXTENDED ESCUTCHEON
Q200'
1 1/2" 5.6 200'
TY3351
CENTRAL TY -B BRASS HORIZONTAL 9DEWALL
WITH NO ESCUTCHEON
3 1/2" 5.6 155•
CENTRAL TY -M BRASS HORIZONTAL 9DEWALL
WITH NO ESCUTCHEON
409 PROJECT TOTAL
F
V1111111 1111101 Ak
WAYNE
Automatic Fire Sprinklers, Inc
ORLANDO - JACKSONVILLE - FORT MYERS
POMPANO - CHARLOTTE, NC
CORPORATE OFFICE - ORLANDO, FLORIDA
222 CAPITOL COURT OCOEE, FL 34761
PHONE: (407) 656-3030 FAX. (407) 656-8026
PROJECT:
SEMINOLE POWER SPORTS
1200 RINEHART ROAD
SANFORD, FLORIDA
CONTRACT MTH:
I,
HIDGEN CONSTRUCTION & DEVELOPMENT GP.
17160 ARVIDA PARKWAY, STE. 4
WESTON, FLORIDA 33326
SYSTEM # I
DRAWN BY: F PETERSEN
CHECKED BY: HAZARD ENGINEERING
TOTAL A/S: 4.09
DATE: 15 JUNE 2004
SCALE: 3/16" = 1'-0" U.N.Q.
AHJ: CITY OF SANFORD
CONTRACT # 0 / 3 7 7V ` /
SHEET #
OF