HomeMy WebLinkAbout22-5359Name: NESTLE WATERS NORTH AMERIC
INC
Address: Po Box 120029
STAMFORD, CO 06912-0029
Phone:
City of Zephyrhilis
, 7L�
5335 Eighth Street
M
Zephyrhills, FL 33542
FIRE-005359-2022
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 12/20/2022
Permit Type: Fire
Class of Work: Sprinkler System
Building Valuation: $429,000.21
Electrical Valuation:
Mechanical Valuation:
Plumbing Valuation:
Total Valuation: $429,000.21
Total Fees: $1,688.00
Amount Paid: $1,688.00
Date Paid: 12/20/2022 2-127:38PM
Sprinkler System Plan Review $1,593.00 Sprinkler Permit Fee
Acceptance Inspection Test $45.00
Contractor- WAYNE AUTOMATIC FIRE
SPRINKLERS, INC
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accordance with City Codes and Ordinances. NO OCCUPANCY BEFORS C.O.
NO OCCUPANCY BEFORE C.O.
CONTRWOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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ALL WORK SHALL COMPLY WITH
NFFA CODES AND STANDARDS
REVIEW HATE /,-) ' /1 `
CITY OF ZEPHYRHILLS
FIRE AND LIFE SAFETY EXAMINERZ-:J_—?
20' 0 40' 80,
i I I I
SCALE 1' = 40'
Ed S. Snider R.
FL: Lice R e; d.471 7;4
Hazard Pro Protection Engineer, Ro art J r
2M2 CAPrrOL WJRT OCCM FL 34781 FL' L'Icen {�I f 70
PH (4M 877-5578 FAX: (407) 856—t
Carti$eata of AuthorEeetion Nunbw 29038 Y ' !.C:R1r3�
:��, '••LULL , �t`i��
tom•. ELLS . �
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IMPORTANT OWNER INFORMATION
THUS DRAWING IS BASED IN THE DYNOYS ACCEPTANCE O THE CUPMENTLY ADOPTED EDITION (EMIER STATE IR LOCAL.) O NFPA 27 AS
THE APPLICABLE STANDARD FOR THE INSPECTION, TESTING NO MAMTENN CE OF WATER BASED FIRE PROTECTION SYSTEMS PER SECTDN 41
THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASER FIRE PROTECTION SYSTEM SEWS BE THAT O TIE LINER ff THE
BUILDING OWNER HAS NOT RECEIVED A COPY (IF THUS PAFH.ET ArD/M IS NOT FAMILIAR WITH THE OPERYTDN AND MAINIENAJCE O THII
SYSTEM, PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOATIC FOE SPRING ERS INC.
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CPVC COMPATIBILITY NOTICE
CPVC FIGS SPRINLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN RE -PIPE AND TW4N 20 YEARS IN NEW CONSTRUCTION, -PIPE
REPAIR CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING aJMSI(N RESISTANCE.
OCCASIONALLY, HOWEVER CPVC CAN DE DNA® BY CONTACT WITH CHEMICALS FOND IN SOME CONSTRUCTION MATERIALS OFi SDIE WIRES.
''. FLUX PETROLEUM BASED PAOGICTS ETD AND ANCILLARY PRODUCTS SUCH AS THREAD SEN.ANTS, LEAK DETECTORS, FIREMM HOLD
MITI= AND [LEADERS, ETC. ANY PRIOU,T THAT COMES IN CONTACT WITH CPVC SPRIp_ER PIPE MUST BE EVALUATED FOR A LIST IF
COMPATIBLE PRODUCTS PLEASE REVIEW HFTP//PARTSSPEARSMFGLOM/f81.ASPX
\II
COPYRIGHT
ALL DOCU+EMTS INCLUDING ORIGINAL DRAWINGS, SPECIFICATIONS, FIELD HATES ESTIMATES AND DATA INCLUDING CO AER
PROGRAMS PURSUANT TO THIS PRO-CCT ARE AND WILL REMAIN THE PROPERTY OF WAYNE AUTOATIC FIRE SPRIHKLERS, IRE.
(VATS) AS UNSTREAENTS OF SERVICE THEY ARE NOT INTEHDEA NUR REPRESENTED TO BE SUITABLE FOt REUSE BY THE CLIENT,
OR OTHER$ ON EXTENSION O' THIS PROJECT, OR FOR ANY OTHER PROJECT. ANY REUSE, UM ADAPTATI N OF THE INFORMATION
CONTAINED HEREIN, WITHOUT SPECIFIC WRITTEN PERMUSSTON FROM VATS WILL BE AT THE CLIENTS SOLE RISK, WITHOUT
LDINLITY, OR LEGAL EXPOSURE TO WAF$ AND VILL ENTITLE VAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED W
BETWEEN VAFS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY AND HELD VAFS HARMLESS FRBI ANY AND ALL CLAIMS
DA/AGES, LOSSES ND EXPENSES iNL1lDING A770RI•E7S FEES RESULTING FROM ANY SUOf PERNOSSIINS.
it
GRAPHICS ELEMENTS NOTE
FIRE SPRIIKLER CONSTRUCTION DRAWINGS AND SHOP DRAWINGS MAY INCLUDE BACKGROUND DRAWINGS OR GRAPHICS BCRROVED
FROM THE ARCHITECTURAL, CIVIL. STRUCTURAL OR MEP DRAWINGS. THESE REFERENCE BACKGROUND ELEMENTS ARE FOR
GENERAL INFCR ATIM OR CONTEXT ONLY AND THE FIRE SPRINKLER ENGINEER DOES HOT ACCEPT ANY RESPM41BB-17Y FOR
THESE ELEMENTS THE FIRE SPRINKLER ENGINEER IS ONLY RESPONSIBLE FOR THOSE PORTIONS OF THE FIRE SPRIMER
''.. DRAWINGS DEPICTING FORE SPRINKLER SCOPES (IF WORK. REFER TO APPROVED ARCHITECTURAL, STRUCTLM. NEP OR CIVIL
DRAWINGS FOR AUTHORITATIVE EXPRESSIONS ff BACKGROUND INFORMATION THAT MAY BE UTILIZED IN FIRE SPRINKLER
DRAWINGS OR DETAILS
F
WATER SUPPLY INFORMATION
,I
ACTUAL
DROUGHT OR
EXTRAPOLATED
(AS REQ'D BY AHJ)
FIRE PUMP
AD05
!.
I!
SIZE: GPM @ PSI
2262 @ 105
STATIC PRESSURE
170
HYDRANT ELEV,
N/A
RESIDUAL PRESSURE
165
DATE OF TEST
10-14-2022
FLOW IN GPM
500
TIME OF TEST
2:00 PM
PITOT READING
NUMBER OF PORTS FLOWED
N/A
TEST PROVIDED BY
WAYNE AUTOMATIC FIRE SPRINKLERS
HYDRANT LOCATION
OR NUMBER
FIRE PUMP TEST
i
DESIGN CRITERIA
SYSTEM / AREA #
HAZARD CLASS
# OF SPRINKLERS
IN DESIGN AREA
MINIMUM DENSITY
DESIGN AREA S.F.
I
PSI REQ'D @ BASR
GPM REQ'D @ BASR
II
i
PSI REQT @ TEST
GPM REQ'D @ TEST
ELEVATION @
HIGHEST SPRINKLER
HOSE
INSIDE/OUTSIDE
DOMESTIC DEMAND
SPRINKLERS SPACING
SYMBOL
MAXIMUM
MINIMUM
COMMENTS
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SYMB, 1ST
2ND
3RD
4TH
SIN
SIZE
K
TEMP
MODEL
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TOTAL PER FLOOR
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TOTAL THIS SHEET
DATE
SUBMITTALS
BY
11-16-2022
QA REVIEW
JJ
III
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NO.
DATE
REVISIONS
BY
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AUtOmatiC Fire Sprinklers, Inc.
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71 MAIN OFFICE — ORLANDO, FLORIDA
222 CAPITOL COURT OCOEE. FLORIDA 34781
PHONE <407) B-3030 FAX: (407) 658--f302B
I
JACKSONVL r- FL
11326 DISTRIEUTEN AVE WEST
JACKSONVOIE, FL 32256-2745
PHONE (904) 260-30W
FAX: (904) 268-0724
JJ TAMPA. (-L
3225 CHERRY PALM DRIVE
TAAPA, FL 33619-8337
PHONE (813) 530-0303
FAX (813) 630-0312
DEEM" BEACK FL
15W S. PDWB414E RD. SURE A
DEERF6.D BEACH, FL 33442
PHONE: (954) 917=. O
FAX (954) 917-9424
FT. MY; FL
46E0 LAREDO AVE
FT. MYE RS. FL 33905-4924
PHONE (239) 433-3030
!I FAX (239) 433-3263
71 CMCOM
4370 MOTORS Oi11E
CONCORD. NC 28027-8977
PRONE (7( 782-3032
FAX: 1704) 795-8638
RALEWK NC
5 DPoYE
RAf RICE{ NC 27617
PHONE (919) 723-2348
STATE LCE SE$: NC SPF940-UL 29745 NC ALARM 29611 SF-LV SC SPRFAUJR 1116 SC ALAPAk 3385
BLUE TRITON EXPANSION
4330 20TH STREET
I� I
ZEPHYRHILLS, FL 33540
THE WHITING TURNER CONTRACTING COMPANY
300 EAST JOPPA ROAD
BALTIMORE, MD 21286
i
SHEET TITLE:
FIRE PROTECTION PLAN
DRAWN BY:
JACOB JIVIDEN
TOTAL A/S:
636
DATE:
10-25-2022
AHJ:
CITY OF ZEPHYRHILLS
CONTRACT #
111028
CENTER OF TILE JOBS YES ONO CENTER ON FIXTURES JOB? ❑ YES JZNG
SHEET #
FP1
CONSTRUCTION TYPE:
II-B
I OCCUPANCY:
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NOTE: NFPA 13 (2016) 14.4.3.
THE DESIGN AREA SHALL CONSIST OF
THE MOST HYDRAULICALLY DEMANDING
AREA OF 12 (ESFR) SPRINKLERS,
CONSISTING OF FOUR SPRINKLERS ON
EACH OF THREE BRANCHLINES.
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CHAPTER 15 DESIGN CRITERIA
r �ZAYNE
RACK STORAGE
Automatic Fro SprWere, Im.
DESIGN AREA 1 LOCATION: LINE 13
CMSA 4ESFR [RACK STORAGE
[WET ❑ DRY [ HIGH PILED (NON -RACK)
COMMODITY CLASSIFICATION:
CLASS I I CLASS II [CLASS III (CLASS IV [GROUP A
[ COMBUSTIBLE/FLAMMABLE LIQUID [L] AEROSOL
ROOF HEIGHT 31'-8" STORAGE HEIGHT UP TO 25'-0"
STORAGE ARRANGEMENT:
LPDE FILM ON PALLETS AND PET PREFORMS IN BULK GAYLORD FORMAT IN
ISOLATED AREAS ONLY.
IN -RACK SPRINKLERS: ❑ YES [TNO IN -RACK K-FACTOR:
NUMBER OF IN -RACK SPRINKLERS:
MINIMUM IN -RACK STARTING PRESSURE N/A PSI
TABLE/FIGURE REFERENCE: TABLE 14.4.1 ESFR PROTECTION OF PALLETIZED AND
SOLID PILED STORAGE OF CLASS I THROUGH CLASS IV
COMMODITIES.
K-FACTOR: F1_6_._81 ORIENTATION: PENDENT
PROJECT::,�YES ❑ NO
NUMBER OF SPRINKLERS CALCULATED: 12 FM
MINIMUM STARTING PRESSURE 42 PSI HOSE STREAM: 250
"HYDRAULIC NODES"
O82 FT2 O 82 FT2 O 82 FT2 O $2 FT2
O82FT2 O 82 FT O 82 FT2 O 82 FT2
90 82 FT2 10 82 FT2 12 82 FT2 S 82 FT2
CHAPTER 15 DESIGN CRITERIA
V47—
RACK STORAGE
I
Fire Sprinldere, Inc.
DESIGN AREA 2 LOCATION: LINE 13 HIGH AREA
❑ CMSA 4ESFR ❑RACK STORAGE
[WET [ DRY ❑ HIGH PILED (NON -RACK)
COMMODITY CLASSIFICATION:
CLASS I 14CLASS II 4CLASS III IACLASS IV [GROUP A
[ COMBUSTIBLE/FLAMMABLE LIQUID [ AEROSOL
ROOF HEIGHT 31'-8" STORAGE HEIGHT UP TO 25'-0"
STORAGE ARRANGEMENT:
LPDE FILM ON PALLETS AND PET PREFORMS IN BULK GAYLORD FORMAT IN
ISOLATED AREAS ONLY.
IN -RACK SPRINKLERS: ❑ YES ;1NO IN -RACK K-FACTOR:
NUMBER OF IN -RACK SPRINKLERS:
MINIMUM IN -RACK STARTING PRESSURE N/A PSI
TABLE/FIGURE REFERENCE: TABLE 14.4.1 ESFR PROTECTION OF PALLETIZED AND
SOLID PILED STORAGE OF CLASS I THROUGH CLASS IV
COMMODITIES.
K-FACTOR: 16.8 ORIENTATION: PENDENT
NUMBER OF SPRINKLERS CALCULATED: 12 FM PROJECT: (EYES ONO
MINIMUM STARTING PRESSURE 42 PSI HOSE STREAM: 250
"HYDRAULIC NODES"
1 B 93 FT2 2B 93 FT2 3B 93 FT2 4B 93 FT2
O
5B 93 FT2 6B 93 FT2 S 93 FT2 8B 93 FT2
9B 93 FT2 10B 93 FT2 11 B 93 FT2 12B 93 FT2
SM20
SN19
sMla
SM17
sNis
SM13
sul2
---- 31'-8" A.F.F.
2
NOTE: SPRINKLERS SHALL BE INSTALLED
BELOW ISOLATED NON -CONTINUOUS
OBSTRUCTIONS THAT RESTRICT ONLY
ONE SPRINKLER AND ARE LOCATED
BELOW THE ELEVATION OF SPRINKLERS
SUCH AS LIGHT FIXTURES.
PER NFPA 13 SECTION 8.12.5.2.
V 2 11 �2•, 11 // 2• I I 2\\ I I // • 12 \\8 1 ,�026 ( (I I I I I L
- I I -11 \
� �11" 2A.F.IF.2 2 2 2 P� � 2° 2 • I 2 A,- � � 2
-1
_ Ir _ 0-6 GENERAL NOTES:
1 I a
o SWING JOINTHIGH AREA
JOA 2 I ___ I ___,�_ I_____ •� �' OCCUPANCY CLASS: STORAGE CLASS
-----�-- -- 11 — AREA
--, N 2 2 2 z • 2 1BT , z , THROUGH IV
T1I III SWING JOINT IIj HIGH AR • • - - _ _ 2 2 • 2 , .
411 I 36 2B ID CU In i - I - - - - - 2 BUILDING HEIGHT: 31' 8"
2 2
2 • 2 , 2 , 2! oP 0-6
_ I _
co TYPE: PLASTICS FABRICATION
2 A 90 DOWN TO FPP PLATFORM
I FE SHEET F .2 FOR CONT.
- - I i 1 • � I �P � sar
2 ��— , 2 O a a •
aB III 7B LNG JOINTI I I SB N 2 2 2 2 2 2
• - • _ • • _ _ • _ _ -
6B - °
2 1 2 2 2 • 2 D • 2
- • • A' —1
INSTALL DEFT, ACTOR A
r
BELOW DIF I SER -- a� '� — ••--------- —..��------„����— ----- ;
3
II I. O 2 2O O 2 2O I1 • 2 • _2 •
SWING JOINT HIGH AREA
I i i � � • 1 � • - • • - • li SM3 _
2
L _ 11 O 0-6
1 2 NOB �
1-6lf I I I
2 a I 2 2 2 , , .�
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A fF,JI~!____-�� O
O
LINE 13 EXPANSION -FIRE PROTECTION PLAN
SCALE: I/8'=1'-0" 18,200 Sq Ft
------- 25'-4" A.F.F.
4' 2' 1' 0 8' 16'
I III I I
SCALE 1/8' = 1'
d Ed leSr11aC'���IE'.•.
d FL Li' 4.
Hazard Fire Protection Engineering, Inc. obert J. ���P
ME! CAPRDL COURT OCOEE FL 347M FL' 'ILi s N4?- 70937
P% (40n 877-6679 FAX (40n 656-9028 TAT r- OF
CartMest• of Authorisation Wnbor 29038 '' G7Dmr
`
IMPORTANT OWNER INFORIvI'A'TIaN j
THIS BRAVING IS BASED ON THE OVNER'S ACCEPTANCE OF THE CURENILY ADOPTED EDROM EITHER STATE OF LBQLL) OF KPA 25 AS
THE APPLICABLE STANDARD FDR THE 04KCTEK TESTING AND MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEMS. PER SECTION 41
THE RESPONSIBILITY FOR PROPERLY IANTANDU A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE DVNER. 7 THE
BULL.DD G OWNER HAS NOT RECEIVED A COY OF THIS PAMPHLET AND/OR IS NOT FNOLIAR WITH THE OPERATION NO MAINTENANCE OF THIS
SYSTE, PLEASE CONTACT THE NEATEST OFFICE IF WAYNE AUTOATIC FIRE V ODLERS DE.
CPVC COMPATIBILITY NOTICE
CPVC FOE SPRWhER PPDU SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR TOE THAN 20 YEARS N NEW COSTRUCT10t RE -PPE ND
REPAIR. CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS DUE TO TIER OUTSTANDING CORROSION RESISTANCE.
OCCASIONALLY, HOWEVER CPVC CAN BE DNAGED BY CONTACT WITH CHEMICALS FOUR N SOME COMMU1CTRINN HATEIOALS OF, SUE VRES
FLUX PETROLEUM BASED PRODUCTS, ETC) AND ANCILLARY PRODUCTS SUCH AS TREAD SEALANTS LEAK DETECI= FIRESTO'S, HLLD
WIUTOCS AND CLEAEtS, ETC. NIY MROUCT THAT CUES N CONTACT WITH CPVC SPRMIR PIPE MUST BE EVALUATED. FOR A LIST OF
COWA71ME PRODUCTS PLEASE REVIEW HTTPJUPART&&IEARDFGZMVCPLASPX
COPYRIGHT
ALL. BOCUENTS, INCLUDING ORIGINAL DRAVR" SPECIFICATIONS, FIELD ROTES ESTIMATES AND BATH INCLUDING COMPUTER
PROGRAMS PURSUANT TO THIS PROJECT ARE AND VILL. REMAIN THE PROPERTY OF WAYNE AUTOATIC FIRE SPRUBD_ERP INC. j
CVMS> AS DGTRL EHTS OF SERVICE RE
-USE ARE NOT INTENDED, NOR REPRESENTED TO BE SUITABLE FOR RUSE BY THE CLIENT,
OF GOERS Qi EXTENSION OF THIS PROJECT, OR FOE ANY OTHER PROJECT. ANY REUSE, OF ADAPTATION OF THE IWUR14ATMN
CONTAINED HOCK WITHOUT SPECIFIC WRITTEN PERMISSION FROM VAFS VILL BE AT THE CLIENTS SOLE RISK WITHOUT
LIABILITY, OR LEGAL EXPOSURE TO VMS, AND WILL ENTIRE VAFS TO FURTHER COMPENSATION AT RATES TO BE MAM ON
BETWEEN VMS AND THE CLIENT. THE CLIENT SHALL ALSO I DOWY AND HIED VAFS HARNEESS FROM ANY AND ALL CLANS,
DAMAGES. LOSSES AND EXPENSES INCLUDING ATTORNEYS FEES RENTING FROM ANY SUCH PERMISSIOM
GRAPHICS ELEMENTS NOTE
FOE SPRINKLER CORSTRUCTON DRAVINGS AND SHOP DRAWINGS MAY INCLUDE BACKGROUND DRAWINGS OR GRAPHICS BORROWED
FROM THE ARCHITECTURAL. CIVIL. STRUCTURAL OR HEP BRAVING& THESE RUEENCE BACKGROUND ELEMENTS ARE FOR
GENERAL DIEORHATI N OR CONTEXT [PLY AND THE FIRE SPRDKLER ENGINEER DOES NOT ACCEPT ANY RESPONSIBILITY FOR
THESE ELEMENTS. THE FIRE SPRINGIR ENGINEER IS ONLY RESPONSIBLE FOR THOSE PORTIONS OF THE FIRE SPRINO_ER
DRAWINGS DEPICTING FIRE SMMdjR SCOPES OF VORK. REFER TO APPROVED ARCETECTURA, STRUCTURAL HER OR CIVIL
DRAWINGS FOR AUTHORITATIVE EXPRESSIONS OF BACKGROUND INFORMATION THAT MAY BE UTILIZED IN FIRE SPRINKLER
WATER
SUPPLY INFORMATION
ACTUAL
DROUGHT OR
EXTRAPOLATED
(AS REQ'D BY AHJ)
FIRE PUMP
AD05
SIZE: GPM @ PSI
2262 @ 105
N/A
STATIC PRESSURE
170
HYDRANT ELEV,
RESIDUAL PRESSURE
165
DATE OF TEST
10-14-2022
FLOW IN GPM
500
TIME OF TEST
2:00 PM
PITOT READING
NUMBER OF PORTS FLOWED
N/A
TEST PROVIDED BY
WAYNE AUTOMATIC FIRE SPRINKLERS
HYDRANT LOCATION
OR NUMBER
FIRE PUMP TEST
DESIGN CRITERIA
SYSTEM / DESIGN
AREA #
1
2
HAZARD CLASS
STORAGE I -IV
STORAGE I -IV
# OF SPRINKLERS
IN DESIGN AREA
12
12
MINIMUM DENSITY
1
1
DESIGN AREA S.F.
12 SPRINKS
12 SPRINKS
PSI REQ'D @ BASR
150
N4
BASR
1334
1322
D @TEST
51
52
D @ TEST
1584
1572
F@
N @27'-3'
PRINKLER250
29'-9'
TSIDE
GPM
250 GPM
DEMAND
N/A
N/A
I
SPRINKLERS SPACING
SYMBOL
MAXIMUM
MINIMUM
COMMENTS
O
0 SQ, FT,
10' BE10TWEEN HEADS
64 SQ, FT,
' BETWEEN HEAD
DEFLECTOR TO BE 6'-14' BELOW CEILING
®
100 SO, FT,
10' BETWEEN HEADS
64 SO, FT,
' BETWEEN HEAD
DEFLECTOR TO BE 6'-18' BELOW CEILING
r— QUANTITY—H SPRINKLERS
SYMB,
1ST I
2ND I
3RD
4TH I
SIN
SIZE
K I
TEMP I
MODEL
Q
236
1
1
VK503
3/4'
16.8
165' 1
V[KM ESFR BRASS PENDMNT
400
1
1
VK506
3/4'
22.4
165' 1
VDCI% En MASS PENDANT
I
636
TOTAL PER FLOOR
228
TOTAL THIS SHEET
DATE SUBMITTALS BY
111-16-20221 QA REVIEW JJ
I NO. I DATE I REVISIONS I BY
A77 __ __ 1
WA)ME
Automatic Fire Sprinklers, Inc.
MAIN OFFICE — ORLANDO, FLORIDA
222 CAPITOL COURT OCOEE. FLORitiA 34761
PHONE: (407) !2W FAX: (407) 858-8028
JAa(sw VLLE. FL JJ TAMPA. f- DEERFEL.D BEAM FL
11326 OSTPEUTION AVE WEST 3226 CHERRY PALM MVE MO S. POWERLNE FU. SURE A
JACCSONVBI.E. FL 32256-2746 TAAPA FL 33619-8337 DEERFBD BEACH. FL 33442
PHONE (904) 2G8-3030 PHONE (813) 630-0303 PHONE (954) 9F1-3030
FAX (904) 2W-0724 FAX (8I3) 530-032 FAX (954) 917-9424
FT. MYERS. FL 71 CDNCOFn RAL 9W NC
4683 LAREDO AVE. 4370 MOTOXRSPORT DRIVE 5905 TIDA,OLE ppryE
FT. MYERS, FL 33906-4924 CONCORD. NC 28027-8977 RALEIGH. NC 27617
PFIONE (239) 433-3030 PHONE (704) 782-3032 PHOp� (919) 723-2348
FAX (239) 433-3263 FAX:(704) 795-6938
STATE LICENSES: W SPHNIO-ER 29745 NC ALARM 2961101 SP-LV SC SPRNO-EFL 196- SC ALAPA4 3385
BLUE TRITON EXPANSION
4330 20TH STREET
ZEPHYRHILLS, FL 33540
THE WHITING TURNER CONTRACTING COMPANY
' 300 EAST JOPPA ROAD
BALTIMORE, MD 21286
SHEET TITLE,
LINE 13 EXPANSION FIRE PROTECTION PLAN
DRAWN BY,
JACOB JIVIDEN
TOTAL A/S:
636
DATE,
10-25-2022
AHJ:
CITY OF ZEPHYRHILLS
CONTRACT #
110282
CENTEROF TILE JOB? YES JZNO CENTER CHIN FIXTURES JOB? Q YES JINII
SHEET #
FP2II-B
CONSTRUCTION TYPE,
OCCUPANCY:
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CAP
PLATFORM
_ FIRE
PROTECTION
PLAN,
■'
• Ft
v
4' 2' V 0 8' 16'
III I I
SCALE 1/8' = 1'
Ed S. Snl&r`,"'AtE.--.
FL LicensE,Il
- I
Hazard Fire Protection sneer
�9 h9• Inc. Q0 er J. D ,�P E. r
222 CAPITOL COURT OCOEE FL 34751
PR (407) Sn-6M FAX (407) B58-6028 L FL ice se i 7.
CartHkate of Authorisation Nu ibw 29038 f< Cif 21 D ,
THIS DRAWING IS BASED ON THE OWNER'S ACCEPTANCE OF THE CUtREHTLY ADOPTED EDITION (FIT ER STATE OR LOCAL) OF HFPA 25 AS
THE APPLICABLE STANDARD FOR THE INSPECTION TESTING AND HIAOQEMANCE OF WATER BASED FIRE PROTECTION SYSTEMS. PER SECTION 4J,
THE RESPO/STM ITT FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OYNER, IF THE
BUR -DING OWNER HAS HOT RECEIVED A COPY OF THIS PAMPHLET NWOR IS HOT FANI" VIM THE OPERATION AND INDNTEINNCE OF THIS
SYSTON PLEASE CONTACT THE NEAREST OFFICE OF VAYIE NUIOATIC FIE SPRINKLERS, INC.
CPVC COMPATIBILITY NOTICE
CPVC FIFE SPRINTER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN NEW CO/STRI)L'TIIN ME -PIPE Aim
REPAIR CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS ME TO THEN OUTSTANDING CORROSION RESISTANCE,
OCCASIONALLY, Y, HGWEVER CPVC CAN BE WAGED BY CONTACT WITH CFEIGCALS FOUND IN SOE CONSTRUCTION MATERIALS OD SOME WIRES,
FLUX PETROLEUM BASED PRODUCTS ETCJ NO ANCILLARY PRODUCTS SUCH AS IN" SEALANTS, LEAK DETECTORS, FIRESTOPS, HOLD
OFIHITIRS AND CLEANERS, ETC NIT PRODUCT THAT COMES IN CONTACT WITH CPVC SPRINKLER PIPE MUST BE EVALUATED FOR A LIST OF
COMPATIBLE PROIW& PLEASE REVIEW HRTPV/PARTS.SPEARSWG.CWCPLASPX
COPYRIGHT
ALL DOCUEKSS INCLUDING ORIGINAL DRAWINGS, SPECIFICATIONS, FIELD NOTES, ESTIMATES AND DATA INCLUDING COWITER
PROPRAHS PURSUANT TO TINS PROJECT ARE AND VILL REMAIN THE PROPERTY IF WAYNE AUTOMATIC FIRE SPRINKLERS INC.
RWAFS) AS INSTRUMENTS OF SERVICE THEY ARE NUT INTENDE_U NCR REPRESENTED TO BE SUITABLE FOR RE -USE BY THE CLIENT,
OR OTTERS ON EXTENSION OP T19S PRO".ECT, OP FOR ANY OTHER PROJECT. ANY REUSE, OR ADAPTATION OF THE INFORMATION
CONTAINED FE(EIL WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS WILL BE AT THE CLIENTS SOLE RISK, WITHOUT
LIABILITY, CR LEGAL EXPOSURE TO VAFS Non VILL ENTITLE VAFS TO FLRTHER COMPENSATION AT RATES TO ME AGREED ON
BETWEEN VATS AND THE CLIENT. Tic CLIENT SHALL ALSO INDEMNIFY AND HOLD VAFS HARMLESS FROM ANY AND ALL CLAIMS
DAMAGES LOSSES AND E)0'ENSES INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS
GRAPHICS ELEMENTS NOTE
FIRE SPRINKI" CONSTRUCTION DRAWINGS AND SHOP DRAWINGS MAY INCLUDE BACKGROUND DRAWINGS OR GRAPHICS BORROWED
FROM THE ARCHITECTURAL, CIVIL STRUCTURAL, OR MEP DRAWINGS. THESE REFERENCE BACKGROUND ELEMENTS ARE FOR
GENERAL INFORMATION OR CONTEXT ONLY AND THE FIRE SPROIKLER ENGINEER ROES NOT ACCEPT ANY RESPONSIBILITY FIR
THESE ELEMENTS THE FIRE SPRINKLER ENGINEER IS ONLY RESPONSIBLE FOR THOSE PORTIONS OF THE FIRE SPRIRLER
DRAWINGS DEPICTING FIRE SPRINKLER SCOPES OF WORK. REFER TO APPROVED ARCHITECTURAL, STRUCTURN. MEP OR CIVIL
DRAWINGS FIR AUTHORITATIVE EXPRESSIONS OF BACKGROUND INFORMATION THAT NAY BE UTItX= IN FIRE SPRINKLER
DRAWINGS OR DETAILS
IL
WATER SUPPLY INFORMATION 7
DROUGHT OR
FIRE PUMP
AD05
ACTUAL
EXTRAPOLATED
SIZEt GPM @ PSI
2262 @ 105
(AS REWD BY AHJ)
STATIC PRESSURE
170
HYDRANT ELEV.
N/A
RESIDUAL PRESSURE
165
S DATE OF TEST
10-14-2022
� FLOW IN GPM
500
0 EST TIME F T
200 PM
�I
�1 PITOT READING
NUMBER OF PORTS FLOWED
N/A
TEST PROVIDED BY
WAYNE AUTOMATIC FIRE SPRINKLERS
HYDRANT LOCATION
FIRE PUMP TEST
OR NUMBER
DESIGN CRITERIA
SYSTEM / DESIGN
AREA #
HAZARD CLASS
# OF SPRINKLERS
IN DESIGN AREA
MINIMUM DENSITY
i
DESIGN AREA S.F.
PSI REWD @ BASR
GPM REO'D @ BASR
PSI REWD @ TEST
GPM REO'D @ TEST
ELEVATION @
HIGHEST SPRINKLER
HOSE
INSIDE/OUTSIDE
DOMESTIC DEMAND
27
SPRINKLERS
SPACING
SYMBOL
MAXIMUM
MINIMUM
COMMENTS
O
100 SO. FT,
10 BETWEEN HEADS
64 SO, FT,
'BETWEEN HEAD
DEFLECTOR TO BE 6'-14' BELOW CEILING
®
100 SO, FT,
10' BETWEEN HEADS
64 SO, FT,
8' BETWEEN HEAD
DEFLECTOR TO BE 6'-18' BELOW CEILING
r QUANTITY—) SPRINKLERS
SYMB,
1ST
2ND
3RD
4TH
SIN
SIZE
K
TEMP
MODEL
Q
236
VK503
3/4'
16.8
165'
VYING ESFR BRASS PENDANT
400
VK506
3/4'
22.4
165'
VIKM ESFR BRASS PENDANT
636
TOTAL PER FLOOR
8
TOTAL THIS SHEET
DATE S UBMITTAIS BY
11-16-2022 QA REVIEW JJ
I NO. I DATE I REVISIONS _ -0_+BY H
_ -- --
A
W WXMIE
Automatic Fire Sprinklers, Inc.
71 MAIN OFFICE ORLANDO, FLORIDA
222 CAPITOL COURT OCOEE. FLOFUtDA 34781
PHONE: (407) 8-3030 FAX: (407) 65B--8028
JACK smvLLr- R- TAwA. FL DEEWMM BBACK FL
11326 OSTFRBLFHON AVE. WEST 3226 CHERRY PALM DPoVE bD0 S. POWERLNE N0, SWE A
JACKSONVLLE, FL 32256-2745 TAMPA, FL 33619-8337 DEERFIELD BEACH, R. 33442
PHONE (904) 268-3030 PHONE (813) 630-0303 PHONE (954) 917-3030
FAX: (904) 258-0724 FAX (813) 630-0312 FAX (954) 917-9424
f= r. MYEM, F ,rye RAIJMR NC
4683 LAREDO AVE 4370 MOTORSPORT DRIVE 5905 TRIANGLEEVE
FT" MYERS. FL 33905-4924 CONCORD, NC 28027-8877 RALEICK M 27617
PHONE (239) 433-3030 PHONE (704) 782-3032 PHONE (919) 723-2348
FAX (239) 433-3263 FAX:(704) 795-6838
STATE LICENSES: NE SPWNIO..Hk 29745 NC ALAHIA4 2%11 SP-LV SC SPf INKLEHL 1115 SC ALARM: 3385
BLUE TRITON EXPANSION
4330 20TH STREET
ZEPHYRHILLS, FL 33540
THE WHITING TURNER CONTRACTING COMPANY
300 EAST JOPPA ROAD
BALTIMORE, MD 21286
SHEET TITLE:
LINE 13 EXPANSION FIRE PROTECTION PLAN
DRAWN BY:
JACOB JIVIDEN
TOTAL A/S:
636
DATE1
10-25-2022
AHJ:
CITY OF ZEPHYRHILLS
CONTRACT #
1 10282
CENTER OF TILE JOBI []YES NO CENTER ON FIXTURES JOB7 Q YES NO
SHEET #
now 2 2OCCUPANCY:
®
CONSTRUCTIDN TYPE:
F-1
iF }gt5v
I
"1w
IIII.Otld.1 HI41_ l., l'it _(Isis.:. I I 13.L11L L I'1..
NOTE: SPRINKLERS SHALL BE INSTALLED
BELOW ISOLATED NON —CONTINUOUS
OBSTRUCTIONS THAT RESTRICT ONLY
ONE SPRINKLER AND ARE LOCATED
BELOW THE ELEVATION OF SPRINKLERS
SUCH AS LIGHT FIXTURES.
PER NFPA 13 SECTION 8.12.5.2.
CHAPTER 15 DESIGN CRITERIA
\"VW_AY N E
RACK STORAGE
Automatic Ere SPrnkiam, Inc.
DESIGN AREA 3 LOCATION: WAREHOUSE
CMSA [4ESFR [RACK STORAGE
4WET ❑ DRY ❑ HIGH PILED (NON -RACK)
COMMODITY CLASSIFICATION:
CLASS I CLASS II CLASS III CLASS IV ]GROUP A
COMBUSTIBLE/FLAMMABLE LIQUID Q AEROSOL
ROOF HEIGHT 38'-0" STORAGE HEIGHT 30'-0"
STORAGE ARRANGEMENT:
MULTIPLE ROW CLASS I -IV
IN -RACK SPRINKLERS: ❑ YES ONO IN -RACK K-FACTOR: ❑
NUMBER OF IN -RACK SPRINKLERS: ❑
MINIMUM IN -RACK STARTING PRESSURE N/A PSI
TABLE/FIGURE REFERENCE: TABLE 16.3.3.1 ESFR SPRINKLER PROTECTION OF RACK
STORAGE OF CLASS I THROUGH CLASS IV
COMMODITIES STORED OVER 25 FT ON HEIGHT.
K-FACTOR: 22.4 ORIENTATION: PENDENT
OF SPRINKLERS CALCULATED: 12 FM PROJECT: 41YES ❑ NO
NUMBER
MINIMUM STARTING PRESSURE 40PSI HOSE STREAM: 250
"HYDRAULIC NODES"
1 A 95 FT 2A 95 FT 3A 95 FT 4A 95 FT
5A 95 FT IBA 95 FT.2 7A 95 FT2 8A 95 FT.
9A 95 FT. 10A 95 FT2 G 95 FT 12A 95 FT?
NOTE: ALIGN DEFLECTOR
WITH ROOF PITCH
Iola]
SCALE: 1/8"=1'-0"
34,900 Sq Ft
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i I I I I
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STORAGE NOTES:
NFPA 13 (2016)
TABLE 12.8.6
HOSE STREAM ALLOWANCE
AND WATER SUPPLY DURATION.
12 ESFR HEADS = 250 GPM
FOR 60 MINUTES
0 0
Im I M
0 0
R'
V M
1 1_-
27 M12
II 6 6lII 6
_ `—' ]6 STORAGE NOTES:
_ � _ �.
U69 M o M OD
0-9 o M o 0-9
COMMODITY CLASS: CLASS I —IV
M I M I I coI
STORAGE HEIGHT: 30FT MAX
M
Ell o
a��'� BUILDING HEIGHT• 38' 0"
EN
d.Ed S. nider .E.
FL Id'elasel:Nd. 71374
Hazard Fire Protection Engineering, ine. Robert r 1~
222 CAPITOL COURT OCOff R 34781 t1-' �C�IT14itT 7p .r;7.
Pit (407) W7-G 8 FAX: (407) 855-SM
CertiNcete of Aut mbDirtim N wbw 29038
IMPORTANT OWNER INFO MATIO N
THIS BRAVING IS BASED ON THE OWNER'S ACCEPTANCE OF THE CURRENTLY ADOPTED EDITION KFITHER STATE OR LOCAL) OF NFPA 23 AS
RE APPLICABLE STANDARD FOR THE INSPECTION, TESTING NO MAINTENANCE O- WATER BASED FOE PROTECTION SYSTEMS, PER SECTION 44
THE RESPONSMITY FOR PROPERLY MAINTAINING A WATER BASED FOE PROTECTOR SYSTEM SHALLBE THAT OF THE OWNERIF THE
BUILDING OWNER HAS NIT RECEIVED A COPY 6 THIS PAMPHLET MINOR IS HIT FNDJNR VEIN THE OPERATION AND MAINTENANCE OF THIS
SYSTEM, PLEASE CONTACT THE NEAREST OFFICE ff WAYNE AUTOMATIC FIRE SPRINKLERS. INC.
CPVC COMPATIBILITY NOTICE
CPVC FIRE SPRINKLER PPOS SYSTEMS HAVE BEAN USED SUCCESSFUlY FOR MORE TWN 20 YEARS IN NEW COISTM.CTM RE -PPE AND
REPAIR. CPVC PRODUCTS ARE IDEALLY SLATED FOR THESE APPLICATIONS ME TO THEIR OUISTA DOM CORROSION RESISTNICE.
OCCASIONALLY, MVEVER, CPVC CAN BE DNA® BY CONTACT WITH CHEMICALS MIND IN SOME COISIRIMION MATERIALS RIFT SOME VIRES,
FLUX, PETiiQELR BASED PR[IRC S ETC) AND ANCILLARY PRMCTS 9" AS THREAD SEALANTS LEAK DETECTORS FI ESTO'S, IaD
INOIiIRS AND CLEANERS, ETC. ANY PRODUCT THAT COMES IN CONTACT WITH CPVC SPRINKLER PPE MUST BE EVN.UATEL FOR A LIST OF
COMPATIBLE PRODUCT% PLEASE REVIEW HITP//PA TSB
COPYRIGHT
ALL DML#ENTS INCLUDING ORIGIN& DRAWNGS SPECIFICATIONS, FIELD NOTES ESTI ATES AND DATA INCLUDING COMPUTER
PROGRAMS PIAMIANT M THIS PROJECT ARE AND WILL REMAIN THE PROPERTY O' WAYNE AUTOMATIC FIRE SPWNO_ERS INC.
(VATS) AS INSTRUMENTS O' SERVICE THEY ARE NOT INTENDER NOR REPRESENTED TO BE SUITABLE FOM REUSE BY THE CLIENT,
OM OTHERS IN EXTENSION ff THIS PROJECT, OR FOR ANY OTHER PROJECT. ANY REUSE, OR ADAPTATION OF THE INFORMATION
CONTAINED HEREIN, V17HOT SPECIFIC WRITTEN PERMISSION FROM VAFS VILL BE AT THE CLIENTS SOLE RISK WITHOUT
LIABILITY, OM LEGAL. EXPOSURE TO VAFS AND VILL ENTITLE VAF-S TO FARTHER COMPENSATION AT RATES TO BE AGREED ON
BETWEEN VAFS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY AND HOLD VATS HARMLESS FROM ANY AND ALL CLADS
➢MIRAGES LOSSES AND E)PENSM INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS
GRAPHICS ELEMENTS NOTE
FIRE SPROIG" CONS70KTIN DRAWINGS AND SHOP DRAVDRGS MAY INCLUDE BACKGROUND DRAWINGS OR GRAPHICS BPROVED
FROM THE ARCHITECTURAL, CIVIL, STRUCTURAL, OR MEP DRAWINGS. THESE REFERENCE BACKGROIBD ELEMENTS ARE FOR
GENERAL INFORMATION OR CONTEXT IDLY AND THE FIRE SPRINKLER ENGINEER DOES NIT ACCEPT ANY RESPONSIBILITY FOR
THESE ELEMENTS THE FIRE SPRINKLER ENGPEER IS IDLY RESPONSIBLE FOR THOSE PORTIONS OF THE FIRE SPRIKLER
DRAWINGS DEPICTING FOE SPRINK_ER SC13PES OF WORK REFER TO APPROVED ARCHITECTURAL, STRUCTURAL, MEP OR CIVIL
DRAWINGS FOR AUTHORITATIVE EXPRESSIONS OF BACKGROUND INFORMATION THAT MAY BE UTnMFD IN FIRE SPRIKKLER
DRAWINGS OR DETAILS
WATER SUPPLY INFORMATION
ACTUAL
DROUGHT OR
EXTRAPOLATED
(AS REQ'D BY AHJ)
FIRE PUMP
AD05
SIZER GPM @ PSI
2262 @ 105
STATIC PRESSURE
170
HYDRANT ELEV,
N/A
RESIDUAL PRESSURE
165
DATE OF TEST
10-14-2022
FLOW IN GPM
500
TIME OF TEST
2:00 PM
PITOT READING
NUMBER OF PORTS FLOWED
N/A
TEST PROVIDED BY
WAYNE AUTOMATIC FIRE SPRINKLERS
HYDRANT LOCATION
DR NUMBER
FIRE PUMP TEST
DESIGN CRITERIA
SYSTEM / DESIGN
AREA #
3
HAZARD CLASS
STORAGE I -IV
# OF SPRINKLERS
IN DESIGN AREA
12
MINIMUM DENSITY
1
DESIGN AREA S.F.
12 SPRINKS
PSI REQ'D @ BASR
140
GPM REQ'D @ BASR
1705
PSI REQ'D @ TEST
43
GPM REQ'D @ TEST
1955
ELEVATION @
HIGHEST SPRINKLER
36'-5'
HOSE
INSIDE/OUTSIDE
250 GPM
DOMESTIC DEMAND
N/A
SPRINKLERS SPACING
SYMBOL
I
MAXIMUM
MINIMUM
COMMENTS
O
100 SQ, FT,
10' BETWEEN HEADS
64 SO, FT,
' BETWEEN HEAD
DEFLECTOR TO BE 6'-14' BELOW CEILING
®
10' B 00 SQ. FT.
8' BETWEEN64SQ.FT,
DEFLECTOR TO BE 6'-18' BELOW CEILING
r— QUANTITY --I SPRINKLERS
SYMB.
1ST
2ND
3RD
4TH
SIN
SIZE
K
TEMP
MODEL
!�
228
VK503
3/4'
16.8
165'
NIXING ESFR BRASS PENDANT
®
400
VK506
3/4'
22.4
165'
VI(ING ESFR BRASS PENDANT
I
it
I'.
I,
l
I
636
TOTAL PER FLOOR
400
TOTAL THIS SHEET
L
DATE
SUBMITTALS
BY
11-16-2022
QA REVIEW
A
:'III
NO.
DATE
REVISIONS
BY
--
-
--
o
I
1
.®
WA'ME
Automatic Fire Sprinklers, Inc.
i
MAIN OFFICE - ORLANDO, FLORIDA
222 CAPITOL COURT OCOEE, FLOFIDA 34761
PHONE (407) 6 3030 FAX: (407) 856-BOL-8
JACKSONYLLE, FL
TAwA, r-L
DEEFIFBD BEACH. FL
11326 DISTRIBUTION AVE WEST
3226 CHERRY PALM DRIVE
ISM S. POWERLNE RD, SUITE A
JACKSONVEIF. FL 32256-2745
TAMPA. FL 33619-8337
DEERFBD BFIGCH• FL 33442 '
PHONE (904) 266-3030
PHONE (813) 630-0303
PHONE (954) 917-3030
FAX: (904) 268-0724
FAX (813) 630-0312
FAX: (954) 99-9424
FT. MYEflS FL
COPICOPID WC
RALDOFF NC
4683 LAREDD AVE
FT. MYERS, FL 33905-4924
4370 KOTORSPORT DRIVE
CONCORD, NC 28027-8977
5905 THAMLE DRIVE
RALEIUK NC 276F7
PHONE (239) 433-3030
FAX (239) 433-3263
PHONE (704) 782-3032
FAX: (704) 795-6839
PHONE (919) 723-2348
STATE LX 3MS: NC SPRABd61: 29745 NC ALAF%k 29611 SP-LV SC SPR 410-ER 1115 SC ALARM 3385
BLUE TRITON EXPANSION
4330 20TH STREET
ZEPHYRHILLS, FL 33540
TYPE: RACK STORAGE � -
THE WHITING TURNER CONTRACTING COMPANY
AISLE WIDTH: 20' 300 EAST JOPPA ROAD
I I ESFR K FACTOR AND HEAD BALTIMORE, MID 21286
---Q----------- `------- --- PRESSURE WAS REFERENCED
FROM NFPA 13 120161 16.3.3.1
i
Lam! M/ o MJ M CnIo
_ T-- ___ ------ 38'-0" A.F.F.
I
o '
, I
I
I
I j 1
1
(1 4' 2' 1' 0 8' 16'
DI ; I III I
` t
I
I
SCALE 1/8' = 1'
SHEET TITLED
WAREHOUSE EXPANSION FIRE PROTECTION PLAN
DRAWN BY:
JACOB JIVIDEN
TOTAL A/S:
636
DATER
10-25-2022
AHJR
CITY OF ZEPHYRHILLS
CONTRACT #
110282
CENTER OF TILE JOB? [:]YES NO CENTER ON FIXTURES JOB? ❑ YES NCI
SHEET #
FP3
CONSTRUCTION TYPE,
II-B
Nil
OCCUPANCY:
F-1
I
1
L
Y
F
A
IC
i
r
it
T
O
W
l
1
1
V
9
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IMPORTANT (D W11T El 1:?, INFORMATION
THIS DRAWING IS BASED IN TIE OVNER'S ACCEPTANCE OF THE MMNMY ADOPTED EDITION (EITHER STATE OR LOCAU IF WPA 25 As
THE APPLICABLE STANDARD FOR THE IMSPIECTION, TESTING NO MAXIENANCE OF WATER BASED FIRE PRO, CTIUN SYSTEMS. PER SECTION 41
THE RESPONSIBILITY FIR PROPERLY MAINTAINING A WATER RAM FIRE PROTECTION SYSTEM SMALL BE T)NT OF THE OWNER. y THE
HOLDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET AMRIOR IS HOT FAMILIAR WITH THE OPERATION AND MAMEWM OF THIS
SYSTEK PLEASE CINTKT TIE NEAREST 0MGE IF WAYNE MWTIC IN SPOWIn Dr-
L—--------
CIDVC COMPATIBILITY NOTICE:
CPVC FIRE SPRIMIER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR POE THAN 20 YEARS IN NEW CONSTRUCTION, RE -PIPE AND
REPAIR, CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS RE TO THEIR OUTSTANDING CORROSION RESISTAHM
OCCASMILLY, HOWEVER CPVC CAN BE DAMAGED BY CONTACT WITH OUCCALS FULM IN SOME CM67KOM MATERIALS UD SOME WIRES,
FLU& PETROLEIN BASED PFIEUCTS, ETC.) AND ANCILLARY PRODUCTS SUCH AS THREAD SEALANTS LEAK DETECTORS, FIRESTOPS, HOLD
MWORS NORETC. ASMPROULCT TIMT COWS IN CONTACT WITH CPVC SPRINI(LER PIPE MUST BE EVALUATED, F132 A LIST 13F
COMPATIBLE PREIMSo PLEASE REVIEW HT7PV/PARTS.SPEARSNFGZOM/CI1ASPx
0 ---- — — --- -- . �
COPYRIGHT I
ALL MCUHEM"So INCLUDING UUWAL DRAVING% SPECIFICATIONS, FIELD NETTES, ESTIMATES AND DATA, INCLUDING COMPUTER
PROGRAMS PURSUANT TO THIS PROJECT ARE AND VILL REM.MN THE PROPERTY IF WAYNE AUTOMATIC FIRE SPRINKLERS INC
(WAFS) AS INSTRUNIaGS [IF SERVICE. THEY ARE NOT INTENDED, NOR REPRESENTED TO BE SUITABLE FOR RE -USE BY THE MOU,
OR 137HERS ON EXTENSION OF THIS PROJECT, OR FOR ANY OTHER PROJECT. ANY REUSE OR ADAPTATION OF THE INFORMATION
COMAINED HERFA WITHOUT SPECIFIC WRITTEN PERMISSION FRON VAFS WILL BE AT THE CLIENTS SOLE RIM WITHOUT
LIABILITY, OR LEGAL EXPOSURE TO WAF36 AND VILL ENTITLE WAFS To FIRMER C(IMPENSATION AT RATES TO BE AGREED ON
BETWEEN VAFS AND THE CLIENT. THE CLIENT SMALL ALSO INDEMNIFY AND HE" WAFS KARMLESS FROM ANY AIM ALL CLAIM
DAMAGES LOSSES AND E)(PENSES� INCLUDING ATTORNEYS FEES RESLLTING FROM ANY SUCH PERMISSIONS. I
--
-- -
- - —
GRAPHICS ELEMENTS NOTE '
FIRE SPRUK.ER CONSTRUCTION DRAWINGS AND SHOP IRAWINGs MAY INCLUDE BAQ(GROUND DRAWINGS OR GRAPHICS BORROWED
FROM TIE ARCHITECTURAL, CIVIL. STRUCTURAL, OR MEP DRAWINGS. THESE REFERENCE BACKGROUND ELEMENTS ARE FOR
GENERAL INFORMATION OR CONTEXT IDLY NO THE FM "IMI(LER ENGINEER IXXS NOT ACCEPT ANY RESPONSIBILBY FOR
THESE ELEMENTS. THE FIRE SPRINKLER ENGINEER IS ONLY RESPONSIBLE FOR THOSE PORTIDUS OF THE FIRE SPRIHMLER
DRAV'NGS DEPICTING FIRE SPn#%ZR SCOPES OF WC1W- REFER TO APPROVED ARCHITECTURAL, STRUCTIAVJ. MEP OR CIVIL
DRAWINGS FOR AUTHORITATIVE EXPRESSUIC OF BACKGROUND INFORMATION THAT MAY BE UTILIZED IN FIRE: SPRINKLER
DRAVRAGS OR WTAn S
I
— - --
11
WATER SUPPLY
INFORMATION
-
I
ACTUAL
DROUGHT OR
E
(AS REQ'D BY AHJ)
FIRE PUMP
AD05
SIZE, GPM @ PSI
2262 @ 105
STATIC PRESSURE
170
HYDRANT ELEV,
N/A
i RESIDUAL PRESSURE
165
-
-DATE OF TEST
10-14-2022
1 1 I FLOW IN GPM
500
i
TIME OF TEST
2100 PM
I
PITOT READING
NUMBER OF PORTS FLOWED
N/A
TEST PROVIDED BY
WAYNE AUTOMATIC FIRE SPRINKLERS
HYDRANT LOCATION
OR NUMBER
FIRE PUMP TEST
I---- I
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DESIGN
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CRITERIA
1I
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I AREA #
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HAZARD CLASS
# OF SPRINKLERS
IN DESIGN AREA
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III
MINIMUM DENSITY
II
DESIGN AREA S,F.
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PSI REQ'D @ BASR
GPM REQ'D R BASR
PSI REQ'D @ TEST
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ELEVATION 2
HIGHEST SPRINKLER
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SIZE
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TEMP
MODEL
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TOTAL THIS SHEET
—
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DATE
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SUBMITTALS
BY
I
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11-16-2022
QA REVIEW
ii
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11
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REVISIONS
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WA'M11111111i1111111
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AUtOmatic Fire Sprinklers, Inc.
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MAIN OFFICE - ORLANDO, FLORIDA
222 CAPITOL COURT OCOEF- FLORIOA 34781
PHONr= ( 8 8-3030 FAX- (407) 858-8028
JAMSG1NVLLr=, FL
113E6 DISTWTHON AVE WEST
JACKSONVLLE, FL 32256-2745
PHONE: (904) 268-3030
FAX (904) 258-0724
JJ TAWA, FIL
3226 CHERRY PALM DRIVE
TAkFA, FL 3WI9-6337
PHONE (813) 630-0303
FAX (615) 630-MID
OFACK FIL
ISM S. POWEBLM IV. SUITE A
DEERF-EW BEACH, FL 3344E
MOM= (954) 9r7-3030
FAX: (954) 99-9424
I
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7- FT MYEM FL
4583 LAREDO AVE.
Fr. MYERS, FL 33905-4924
PHONE (239) 433-3030
FAX (239) 433-3E53
-] Cit"T'NC
4370 MUTORSPORT DRIVE
CONCORD, NC 26027-6977
PhQtIE-- (704) 792-3032
FA>L (704) 795-5838
71 RALJMK NC
S%S TBIAWLE DRIVE
RALEIGHL NC 27617
PWlr= (90) 723-2348
�
STATE LICENSES: NC =- 29745 NC ALARM 296ti SP-LV - SC SPRINIQ-ER 1116 SC ALARM 3385
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— - - ---------------
�-- BLUE TRITON EXPANSION
0 4330 20TH STREET
ZEPHYRHILLS, FL 33540
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4 THE WHITING TURNER CONTRACTING COMPANY
5
� 300 EAST JOPPA ROAD
h BALTIMORE, MD 21286
-
-
SHEET TITLE,
FIRE PROTECTION PLAN ,
DRAWN BY,
JACOB JIVIDEN
TOTAL A/Si
636
DATE,
10-25-2022
AHJ;
CITY OF ZEPHYRHILLS
CONTRACT #
1 ''1 0282
CENTER OF TILE JOBI [] YES
NO CENTER DN FIXTURES JOB7 Q YESNO ,
SHEET #
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CONSTRUCTION TYPE:
11-B
OCCUPANCY; F-1
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1 PHONE: ( FAX: (4137) 858-SOL-B
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SGINVILLF- FL
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3MG CHERRY PALM DRIVE
ISDO S. POWEPLM RO. SLATE A
I JACKSONVILLF_ FL 32256-2745
TAkFA, FL 33619-0337
DEERFr:LD BEACK FL 3344P
PHUM (904) M-3030
PHOW. (813) 630-0303
PHONrz (954) 917-3030
� FAK (904) 269-0724
FAK (843) 630-OM
FAK (%4) 99-9,e4
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71 RALEW NC
4M LAREDO AVE
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5905 TFIAMLE DRIVE
Fr. uYERs, FL 33905-4924
CONCORD. NC 28027-6977
RALEIGH. W 2MT7
PHONF- (2n) 433-3030
PHONe (704) 782-3032
PHONr= (919) 723-2348
FAK (2391 433-SP-63
FAX- (704) 795-6838
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1 STATE LCENSES: .29745 NC ALAFM 29611 SP-LV SC SPRf4G_EFL 1116. SC ALAFAMk 3385
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TOTAL A/St
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DATE:
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CITY OF ZEPHYRHILLS
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CHAPTER 15 DESIGN CRITERIA
V AYNE
RACK STORAGE
Auto) tic F`re StxiF*110 Inc•
DESIGN AREA 3 LOCATION: WAREHOUSE
,
CMSA 4ESFR RACK STORAGE
4VIET ❑ DRY ❑ HIGH PILED (NON -RACK)
COMMODITY CLASSIFICATION:
CLASS i CLASS II [CLASS III CLASS IV ❑GROUP A
Ej COMBUSTIBLE/FLAMMABLE LIQUID ❑ AEROSOL
ROOF HEIGHT 38'-O" STORAGE HEIGHT 30'-O"
STORAGE ARRANGEMENT:
MULTIPLE ROW CLASS I -IV
IN -RACK SPRINKLERS: ❑ YES �NO IN -RACK K-FACTOR: ED
NUMBER OF IN -RACK SPRINKLERS:
MINIMUM IN -RACK STARTING PRESSURE N/A PSI
TABLE/FIGURE REFERENCE: TABLE 16.3.3.1 ESFR SPRINKLER PROTECTION OF RACK
STORAGE OF CLASS I THROUGH CLASS IV
COMMODITIES STORED OVER 25 FT ON HEIGHT.
K-FACTOR: 22,4 ORIENTATION: PENDENT
NUMBER OF SPRINKLERS CALCULATED: 12 FM PROJECT: QTYES [D NO
MINIMUM STARTING PRESSURE 40PSI HOSE STREAM: 250
"HYDRAULIC NODES"
1A 95 FT2 2A 95 FT2 3A 95 FT2 4A 95 FT2
5A 95 FT2 6A 95 FT2 7A 95 FT2 8A 95 FT2
9A 95 FT2 10A 95 FT2 11A 95 FT2 12A 95 FT2
"M 1 — M1 I -- on, ---M l —M (`� l --M - _ =m M - (`�' - -M - M -- M - M - —M - M m - m I _- M m
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Pik (407) 877-5M FAX: (� 8U6-GM F e „NU. _ 0 ,
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- M 1 m I - Certificate of Audwrtratdon Number 28M / `�f`• f fJi?MVP '�'
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I I I I j I IMPO RTANT O WNER INFO RMIATIO N
THIS DRAVING IS BASED OI THE OVNER'S ACCEPTANCE IF PC C RRENTLY AOYTED EDITOR (EITHER STATE OR LOCAL) O" NFPA 23 AS
r , — TIE APPLICABLE STANDARD FOR THE TESTDG AND MNIENANCE O WATER BASED FREE PROTECTION SYSTEMS. PER SECTION 4
--------------------------------- -
__-M i - - _ __ _ _ _ _ _ Ch I .._ _ _ _ M I _—_--M ' (') 1 M 1 ('� I (� 1. M I M , (') '-- M , m , M I M , M I -M , .m i m 1 m , -- - - TIE RESPONSIBILITY FOt PI✓NFEPLY MADRAIMDf A VATER BASED FDE PROfECTOII SYSTEM SPBYL DE 71AT O 7HE INNER. ff TIE
HULLOING OVIER HAS MQT RECEIVED A LOa' ff TAPS PNPILET AMDNt IS NOT FNmWt V[TH TIE O'ERATIItI Aim IIADNTOANGi 0: INKS
"
I I SYSTEK PLEASE ILRACT TIE IEARESI o-TI¢ v' VAYIE NlIOA71C FDE SPRDBO.ERs nNc.
I i
F
j I I CPVC COMPATIBILITY NOTICE
[PVC FIRE SPRINKL R PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR HE E TWIN 20 YEARS IN NEW CONSTRUCTHN RE -PIPE NO
�) F - M .— CZ _ �`') - 1`7 _ 1 -� M -- f� _ --S*) M _�+T M _ REPAIR. CPVC PP®UCTS AIE Il1EALLY SUITED FW 71ESE APPLICAT10N5 DUE TO THEN OUTSTANDING CIFPOSIIN RESISTANCE.
OCCASIONALY, IOVEVER CPVC CNi BE INN® HY C7B/TACT VITH OfJOCALS FOBm N SOE CODTRUCTIDI INTERNALS �i SOE YDES.
��� \\ I �— �.-- FLUX, PETIRE E BASED TC. wTP, ETCC AID T COMES I PRODUCTS SI TH AS KNEAD SEALANTS LENT DETEVALUA FIRE FORS0 IRO
➢BODITORS Alm CLEANERS ETC AM PR®UCT TINT CIEs E BRACT VRH CPVC SPEARSMF` PIPE MOIST EVN"uAtm FOt A LIST IF
COPATIBLE FRDDIICTS PLEASE REVEV HTTPJ/PARTSSPEMSIFfi[OVCPLASPIT
i
- — i - - — I I — I COPYRIGHT
KL DOCUENT% INCLUDING OIGI NAL ➢RAVINGS, SPECIFICATIONS. FIELD NOTES, ESTIMATES AND DATA DELUDING COMPUTER
PROGRAMS PU SUANT TO THIS PROJECT ARE AID VILL ROOM TIE PROPERTY O' WAYNE AUTO ATIC FIRE SPRINKLERS IHC
' NAFS) AS INSTRUENTS ff SERVICE, THEY ARE DOT INTENDED, NR REPRESEMED TO BE SUITABLE FOR REUSE BY THE CLIENT,
m I m I S:: OR pOERS, ON EXTENSIN ff THIS PROJECT, OR FOR ANY OTHER PROECL ANY REUSE, OR ADAPTATION IF THE INFORMATION
CO/TAI ED fERM WITHOUT $PECTIC VRITTEN PERMSSI N FRO( VAFS VILL BE AT TIE CLENTS SOLE RISK VITIOJT
M I m t O� M I M I m l M I m l m l m l M I M I m l M I O� m l m l m i M I M I I-MILM, OR LEGAL, EXPOSURE TO VMS. AND WILL ENTITLE VAFS TO FURTHER COPENSATIEN AT RATES TO BE AGREED ON
'� Q- G� Q- PETVEON VAf'S Aim THE CLIENT. TIf [LIEN SI4ALL ALSO OmODOFY AND HIaD VATS FNARILESS FRO11 ANY AND ALL CWMS,
., a�, O ��1 JGj� r• \ DNUWE; LOSSES AND E)Gvm; INCLUDING ATTOeEYS FEES RESULTING FROM ANY SUCH PERHISSONS,
O \ O \ -
o -- GRAPHICS ELEMENTS NOTE \
.yY X" �M I �(`� Lie ale ale �{." _ ale ale _& alV ale aR� 1: (`\'
aNr are ale ale alV i
0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0
(� m m m M M M M M M M M M M M m M M FIRE SPRINKLER COISTRIACTIRN ➢RAVINGS AND SHE DRAVINGS NAY INCLUDE BACKIiROND ➢RAVINGS OR GRMMCS POMROVED
I I 1 i I I I 1 1 1 I I I i i 1 I I i•: FROM THE ARCHITECTURAL. CIVIL. STRUCTLRAL. OT MEP DRAVDM THESE REFERENCE BACKGROUND ELEMENTS ARE FOR
o p \ ' o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :.
\\(/ ,.. GENERAL INFOMATIIN OS. COREXT OLY AHD 1HE FIRE SPRINKLER EIGOEER OES NIF ACCEPT ANY RESPONSIBILITY FIR
THESE ELEMENTS THE FOE SPRINKLER ENGI EER IS OILY RESPONSIBLE FOR THOSE PORTIONS O' THE FIRE SPRINKLER
/ \ 1 ( DRAWINGS DEPICTING FIRE SPRRKLER SCORES OF VOIM REFER TO APPROVED ARCHITECTURAL, STRUCTURAL HEP Q: CIVIL �';
r: M I M I ➢RAVINGS FOR AUTFOITATIVE EXPRESSIONS ff BACKGROUND INFORMATION THAT WAY BE UTIIZED IN FIRE SPRINKLER ,:
,` M m m m M M M M M M M M M - M m M M m
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WATER SUPPL�YT INFORMATION
ACTUAL
EXTRAPOLATED
(AS REQ'D BY AHJ)
FIRE PUMP
AD05
SIZE: GPM @ PSI
2262 @ 105
STATIC PRESSURE
170
HYDRANT ELEV:
N/A
RESIDUAL PRESSURE
165
DATE OF TEST
10-14-2022
FLOW IN GPM
500
TIME OF TEST
2:00 PM
PITOT READING
NUMBER OF PORTS FLOWED
N/A
TEST PROVIDED BY
WAYNE AUTOMATIC FIRE SPRINKLERS
HYDRANT LOCATION
DR NUMBER
FIRE PUMP TEST
I DESIGN CRITERIA -
SYSTEM / DESIGN
AREA #
HAZARD CLASS
# OF SPRINKLERS
IN DESIGN AREA
MINIMUM DENSITY
DESIGN AREA S.F.
PSI REQ'D @ BASR
GPM REQ'D @ BASR
PSI REQ'D @ TEST
GPM REQ'D @ TEST
ELEVATION @
HIGHEST SPRINKLER
HOSE
INSIDE/OUTSIDE
DOMESTIC DEMAND
- -- - -
SPRINKLERS SPACING
SYMBOL
MAXIMUM
MINIMUM
COMMENTS
I- QUANTITY � SPRINKLERS
SYMB,
1ST
2ND
3RD
4TH
SIN
SIZE
K
TEMP
MODEL
TOTAL PER FLOOR
TOTAL THIS SHEET
DATE
- -
SUBMITTALS
BY
11-16-2022
QA REVIEW
JJ
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AYNE
Automatic Fire Sprinklers, Inc.
I
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MAIN OFFICE - ORLANDO, FLORIDA
I 222 CAPITOL COURT OCOEE, FLORA 34761
PHOi� (407) 3030 FAX: (407) 856-80M
JACKSONVLLE. R.
TAMPA. R.
DEE1WMD BEACH. FR
M28 OSTPBUTAN AVE WEST
3226 CHEF9Y PALM OPIVE
500 S. POWEALIE FID, SUITE A
JACKSONVLLE FIL 32256-2745
TAMPA, FL 3366--8337
DEERFH.D BEACH, R 33442
PRONE:(904) 268-3030
PHO•E: IBM 630-0303
PHO!•E:(954) 9n-3030
FAX (904) 288-0724
FAX (013) 63D-0312
FAX (954) 9n-9424
FT. MYERS. FL
CONCORD. NC
�• L' NC
4603 LAREDO AVE•
4370 MOTORSPORT DF4VE
5905 TRIANGLE DNVE
FT. MYE RS, FL 33905-4924
CONCORD. NC 28027-8977
ESN.
RNE NC 2-23
PFAX 129)
PFtOtlE 704) 782-3032
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919 723 2348
PFp!•E ( )
333-3030
FAX (239) 433-3263
FAX: (704) 7%-6030
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- I BLUE TRITON EXPANSION
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' 4330 20TH STREET
MATCHILINE FP7
i ,II ZEPHYRHILLS, FL 33540
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THE WHITING TURNER CONTRACTING COMPANY
, � 300 EAST JOPPA ROAD
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BALTIMOR
E MD 21286
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SHEET TITLE:
FIRE PROTECTION PLAN " •
DRAWN BY1
JACOB JIVIDEN
TOTAL A/SI
636
DATE:
10-25-2022
AHJ:
CITY OF ZEPHYRHILLS
CONTRACT #
110 2 8 2
CENTER OF TILE JOB7 ❑ YES N❑ CENTER ON FIXTURES JOB4 Q YES ND
SHEET #
CONSTRUCTION TYPE:
II-B
OCCUPANCY:
F-1
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DESIGN AND INSTALLATION TO BE IN ACCORDANCE WITH 2O16 EDITION OF NFPA 13.
* DESIGN AND INSTALLATION TO BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE
CODES.
* ALL PIPE AND FITTINGS USED ON THIS PROJECT TO BE IN ACCORDANCE WITH APPLICABLE CODES
AND WAFS STANDARDS. SEE PIPE AND FITTINGS GENERAL NOTES (WAFS DETAIL #00593M.
ALL HANGERS AND ANY REQUIRED BRACING SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE
WITH NFPA 13, MANUFACTURER'S INSTRUCTIONS AND THEIR LISTING.
* ALL PENETRATIONS THROUGH RATED BUILDING ASSEMBLIES SHALL BE SEALED WITH FIRE CAULK
IN ACCORDANCE WITH DETAILS PROVIDED. WAFS POLICY IS TO USE HILTI FS ONE OR STI LCI.
* UNDERGROUND MAINS AND LEAD-INS SHALL BE FLUSHED AND SIGNED TEST CERTIFICATES
PROVIDED BEFORE A CONNECTION IS MADE TO THE SYSTEM.
* ALL PIPING SHALL BE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO COVERING
WITH DRYWALL. COPIES OF SIGNED TEST CERTIFICATES ARE TO BE FORWARDED TO THE PROPER
RECIPIENTS.
ALL SYSTEMS SHALL BE TESTED FOR 2 HOURS AT 200 PSI OR 50 PSI GREATER THAN MAXIMUM
SYSTEM WORKING PRESSURE, WHICHEVER IS GREATER.
* ALL SOFFITS REQUIRED TO CONCEAL SPRINKLER PIPING ARE BY OTHERS.
* ALL WIRING OF DEVICES (FLOW SWITCHES, TAMPER SWITCHES, COMPRESSORS, ETC) IS BY OTHERS.
* CONNECTION OF SPRINKLER DEVICES TO THE BUILDING ALARM OR MONITORING SYSTEM IS BY
OTHERS.
* ALL PAINTING OF PIPE AS REQUIRED IS BY OTHERS.
* ALL INSULATION REQUIRED FOR FREEZE PROTECTION OF SPRINKLER SYSTEM IS BY OTHERS.
* HEATING OF ROOMS TO MAINTAIN TEMPERATURES OF 40 DEGREES OR GREATER IS BY OTHERS.
* FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED NOT LESS THAN 18' AND NOT MORE THAN
48" ABOVE THE LEVEL OF THE ADJACENT GRADE.
* QUICK RESPONSE SPRINKLERS SHALL BE USED IN ALL LIGHT HAZARD AREAS.
* SPARE SPRINKLERS OF EACH TYPE (EXCLUDING DRY) SHALL BE PROVIDED ON THE PREMISES AS
FOLLOWS:
o LESS THAN 300 - 6 SPRINKLERS
o 300 TO 1000 - 12 SPRINKLERS
o OVER 1000 - 24 SPRINKLERS
* REFER TO SPACING NOTES ON PLANS FOR MAXIMUM CALCULATED SPACING ALLOWANCES.
* SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT AS FOLLOWS:
o ANY PORCHES, BALCONIES OR OVERHANGS THAT ARE SURFACED WITH NON-COMBUSTIBLE
CONSTRUCTION AND ARE NOT USED FOR STORAGE.
o CORRIDORS THAT ARE NON-COMBUSTIBLE IN CONSTRUCTION AND AT LEAST 50% OPEN.
o AT THE TOP OF ALL ELEVATOR SHAFTS WHERE THE CAR ENCLOSURE MEETS THE
REQUIREMENTS OF ASME A17.1.
o AT THE BOTTOM OF ENCLOSED NON COMBUSTIBLE ELEVATOR SHAFTS THAT DO NOT CONTAIN
COMBUSTIBLE HYDRAULIC FLUID.
WAFS TO PROVIDE ALL REQUIRED SIG RAGE PER NFPA 13 INCLUDING BUT NOT LIMITED 0 T VALVES
AND HYDRAULIC PLACARDS.
Fta Sp millers, km.
NFPA 13 2018 GENERAL NOTES
SCALE: NONE
01000N
HANGER INSTALLATION NOTES
1. ONE HANGER FOR EACH SECTION OF PIPE.
I.I. WHERE SPRINKLERS ARE SPACED LESS THAN 6' APART,
HANGERS SPACED UP TO A MAXIMUM OF 12' SHALL BE
PERMITTED.
1.2. STARTER LENGTHS LESS THAN 6' SHALL NOT REQUIRE
A HANGER, UNLESS ON THE END LINES OF A SIDEFEED
SYSTEM OR WHERE AN INTERMEDIATE CROSS MAIN
HANGER HAS BEEN OMITTED.
2. CLEARANCE BETWEEN A HANGER AND THE CENTERLINE OF
AN UPRIGHT SPRINKLER SHALL NOT BE LESS THAN 3".
3. LAST HANGER (WHERE THESE LIMITS ARE EXCEEDED, THE
PIPE SHALL BE EXTENDED BEYOND THE END SPRINKLER AND
SHALL BE SUPPORTED BY AN ADDITIONAL HANGER)
3.1. SPRINKLER ON LINE or SPRIG: 1" (36"), 1 %4" (48"), 1 1'2" Et
LARGER (60").
3.2. SPRINKLER ON DROP: 12". THIS HANGER SHALL BE OF
A TYPE THAT PREVENTS UPWARD MOVEMENT OF THE
PIPING.
4. ARM-OVERS (USE A TRAPEZE HANGER WHEN NECESSARY)
4.1. SPRINKLER ON LINE OR SPRIG: HANG WHEN THE
CUMULATIVE HORIZONTAL PIPE IS MORE THAN 24".
4.2. SPRINKLER ON DROP: HANG WHEN THE CUMULATIVE
HORIZONTAL PIPE IS MORE THAN 12". THIS HANGER
SHALL BE OF A TYPE THAT PREVENTS UPWARD
MOVEMENT OF THE PIPING.
5. MAX HANGER SPACING:
5.1. STEEL PIPE: 1" - 1-1/4" (121, 1-1/2" - 4" (15)
5.2. THREADED LIGHTWALL: 1" - 3" (121
S. WALL -MOUNTED SIDEWALL SPRINKLERS SHALL BE
RESTRAINED TO PREVENT MOVEMENT.
7. SPRIGS 4 FT. OR LONGER SHALL BE RESTRAINED AGAINST
LATERAL MOVEMENT.
SEE NOTE 1.2
\_/ � �� + �� E \/ I'
I-- SEE NOTE 3 S E NOTE)
SEE NOTE 5
SEE NOTE 1,1 ----
STEEL PIPE HANGER SPACING NOTES
PRESSURE 100PS1 AND GREATER
SCALE: NONE
Automatic F re Sprinklers, Inc.
00669N
TOP BEAM CLAMP
' FOR %' TO 4' PIf
�' FOR 5' TO 8' PIP:
ALL THREAD ROD -
3/' FOR %' TO 4' PIPE
Y2' FOR 5' TO 8' PIPE
% II
HANGER R
(SIZED TO PI
ALL MATERIAL APPLICABLE TO THIS PROJECT WILL
BE INDICATED WITH A ( ) d
❑ ALL PLASTIC PIPE 3/4 THROUGH 2Ye' SHALL BE UL LISTED OR FM APPROVED CPVC MANUFACTURED IN
ACCORDANCE WITH ASTM F-442.
❑ ALL PLASTIC FITTINGS SHALL BE UL LISTED OR FM APPROVED CPVC MANUFACTURED IN ACCORDANCE
WITH ASTM F438, ASTM F439 OR ASTM F1970.
❑ ALL CPVC PIPE AND FITTINGS SHALL BE ASSEMBLED USING 'ONE STEP 500 CEMENT.
❑ CPVC PIPE SHALL BE ALLOWED TO BE USED IN ORDINARY HAZARD ROOMS OF 400 SQUARE FEET OR
LESS OF OTHERWISE LIGHT HAZARD OCCUPANCIES (NFPA 13 SECTION 6.3.6.2 OR NFPA 13R SECTION
5.2.2.3).
❑ ALL 1" TO 2- THREADED BLACK STEEL PIPE SHALL BE UL LISTED/FM APPROVED AND MANUFACTURED
IN ACCORDANCE WITH ASTM A-135 OR A-795. ACCEPTABLE PIPE BRANDS ARE WHEATLAND
'MEGATHREAD', ALLIED 'DYNATHREAO', BULL MOOSE TUBE 'EDOYTHREAD' AND WELDED TUBE-BERKELEY
'STEADY -THREAD'. ALL PIPE SHALL BE CPVC COMPATIBLE.
❑ ALL 1' TO 2- THREADED GALVANIZED PIPE WILL BE SCHEDULE 40 HOT DIPPED GALVANIZED
MANUFACTURED IN ACCORDANCE WITH ASTM A-795 OR ASTM A-53.
IEj ALL 1" TO 2" THREADED BLACK STEEL PIPE SHALL BE SCHEDULE 40 UL LISTED/FM APPROVED AND
MANUFACTURED IN ACCORDANCE WITH ASTM A-795. ACCEPTABLE PIPE MANUFACTURERS ARE
WHEATLAND, ALLIED, BULL MOOSE TUBE AND WELDED TUBE-BERKELEY. ALL PIPE SHALL BE CPVC
COMPATIBLE.
j ALL 1Y4" TO 4" GROOVED BLACK STEEL PIPE SHALL BE UL LISTED/FM APPROVED AND MANUFACTURED
IN ACCORDANCE WITH ASTM A795. ACC
EPTABLE BRANDS ARE BULL MOOSE'EDDYFLOW' WHEATLAND
'MEGA -FLOW', ALLIED 'DYNA-FLOW' AND WELDED TUBE-BERKELEY 'STEADY -FLOW'. ALL PIPE SHALL BE
CPVC COMPATIBLE.
❑ ALL W4" TO 4- GROOVED BLACK STEEL PIPE SHALL BE SCHEDULE 10, UL LISTED/FM APPROVED AND
MANUFACTURED IN ACCORDANCE WITH ASTM A-795. ACCEPTABLE MANUFACTURERS ARE BULL
MOOSE, WHEATLAND, ALLIED AND WELDED TUBE-BERKELEY. ALL PIPE SHALL BE CPVC COMPATIBLE.
ALL GROOVED STEEL PIPE 6' AND LARGER SHALL BE UL LISTED/FM APPROVED SCHEDULE 10 AND
MANUFACTURED IN ACCORDANCE WITH ASTM A-135.
❑ ALL GROOVED STEEL PIPE IY4" AND LARGER SHALL BE SCHEDULE 10 HOT DIPPED GALVANIZED AND
MANUFACTURED IN ACCORDANCE WITH ASTM A-795.
ALL STEEL PIPE SHALL HAVE A CORROSION RESISTANCE RATIO (CRR) OF NOT LESS THAN 1.0 PER
WAFS STANDARDS.
❑ ALL BLACK THREADED FITTINGS SHALL BE DUCTILE IRON CLASS 150 OR CLASS 300 ANSI 916.3, CAST
IRON CLASS 125 OR CLASS 250 ANSI 816.4 OR MALLEABLE IRON CLASS 150 OR CLASS 300 ANSI
B16.3.
❑ ALL GALVANIZED THREADED FITTINGS SHALL BE MALLEABLE IRON CLASS 150 OR CLASS 300 ANSI
B16.3 WITH GALVANIZED COATING IN ACCORDANCE WITH ASTM A-153.
d ALL WELDED OUTLETS SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURED IN ACCORDANCE
rP WITH ANSI 816.11.
L[� GROOVED FITTINGS SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURED IN ACCORDANCE WITH
ASTM A-536 FOR DUCTILE IRON OR ASTM A-47 FOR MALLEABLE IRON.
❑ ALL GALVANIZED GROOVED FITTINGS SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURED IN
ACCORDANCE WITH ASTM A-536 FOR DUCTILE IRON OR ASTM A-47 FOR MALLEABLE IRON.
GALVANIZED COATING SHALL BE IN ACCORDANCE WITH ASTM A-153.
d ALL GROOVED STEEL PIPE SHALL BE ROLL GROOVED PER PIPE MANUFACTURER REQUIREMENTS.
PIPE AND FITTINGS GENERAL NOTES
9. _111-101WOMM
SCALEi NONE
A„Wmetk Fir* g,rWdaar% kw, 00593N
.A.
TRAPEZE PIPE SELECTION CHART DETAIL VIEW
WIN MEMO wilngl=li
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NMI
1112
FAM3
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1
x DESIGNER MUST HAND LIST PIPE
ROUND TO NEXT LARGEST 'A' DIMENSION
F1.-
/ ALL THREAD ROD
- 9' LONG
TOP BEAM CLAMP
(I EACH END)
TRAPEZE BAR (PIPE) (SELECTED
ACCORDING TO CHART AT LEFT)
�irc 01=
�1Y2' SCH, 30/40 (MODULUS 2Y' SCH, 40 (MODULUS MORE THAN 5
.Xxl LESS THAN OR EQUAL TO ,33) M AND LESS THAN OR EQUAL TO 1,05)
2' SCH, 30/40 (MODULUS MORE THAN M
3' SCH, 40 (MODULUS MORE THAN 1,05
XX / ,33 AND LESS THAN OR EQUAL TO ,56)AND LESS THAN OR EQUAL TO 1,72)
_R
ICE
HANGER #101
RING HANGER FOR 3/4" TO 8" PIPE O-BEAM)
E SCALE: NONE
A„tomeao P" She. hm 00197N
DESIGNER
REFERENCE
DETAIL VIEW - '
ALL THREAD ROD
%' FOR %' TO 4' PIPE
1/, r-nn c T - n.
HANGER RING
(SIZED TO PIPE)
tD-iaui ► 1 1
-NCE
TO
W/ CLAMP) HANGER #01
RING HANGER FOR 3/4" TO 8" PIPE (BAR JOIST)
PWR
E SCALE: NONE
Fire SprYII;w% ho, 00198N
\"�FIRE SPRINKLER DETAILS R00"
WAYNE
AKtanatM �. spr:ildere, Jr.. DESIGN CPo7EMA
ALL PIPE TO BE:
❑ SCH, 7 ❑ SCH. 30 ❑ GALV,
VSCH. 10 ❑ SCH, 40 ❑ CPVC
CLASSIFICATION:
F-1
HAZARD:
STORAGE CLASS I THROUGH IV
MAX. SPRINKLER COVERAGE:
1 100 SQ FT
SCOPE OF
WORK
NUMBER DF RELOCATED SPRINKLERS:
I 0
PLUMBER OF ADDED SPRINKLERS:
1 636
SPRINKLERS REMOVED AND PLUGGED:
I 0
❑ NFPA 13 2007 EDITIDN
ALL FIRE SPRINKLER SYSTEM
El NFPA 13 2010 EDITION
(SPRINKLERS, PIPES
AND NAPIGERS) ARE PER:
❑NFPA 13 2013 EDITION
V NFPA 13 2016 EDITION
SCOPE OF WORK DETAILS/NOTES:
INSTALL TWO NEW WET FIRE SPRINKLER RISERS EXTENDING FROM
EXISTING RISER MANIFOLD, PROVIDE BULK PIPINGTO NEWEXPANSION
AREAS AND INSTALL TWO NEW WET FIRE SPRINKLER SYSTEMS FOR TWO
NEW EXPANSION AREAS, WAFS POINT OF CONNECTION IS AT EXISTING
RISER MANIFOLD IN THE FIRE PUMP ROOM,
LEGEND
EXISTING PIPE
P------------- NEW PIPE
NEW HANGER /
ADDED SPRINKLER (&O
NOT IN SCOPE OF CONTRACT ///////////////////
A BX
C
SP
RINKLER HEAD
STEEL PIPE
SPRINKLER HEAD
HANGER RING
TABLE 3 -MAXIMUM SUPPORT SPACING
NOM, PIPE
SIZE
A
Bx
C
1'
3' 0' MAX,
12'-O' MAX,
3' MIN,
Iy4'
44' MAX,
12'-0' MAX,
3' MIN,
IV TO 8'
5'-0' MAX.
15'-0' MAX.
3' MIN.
MAXIMUM SUPPORT SPACING FOR STEEL PIPE
_ STEEL PIPE HANGER SPACING
vW
E SCALE: NONE
:ic Fire Sprinklers, Inc. 00588N
EARLY SUPPRESSION FAST RESPONSE (ESFR) SPRINKLERS SHALL BE INSTALLED
PER THE TERMS OF THEIR LISTING AND PER THE REQUIREMENTS OF NFPA 13, 2002
ED. SECTIONS 8J2,52 & 8,12.5.3.
Fire Sprinklere, Inc.
Fire Sprinklers. Inc.
PER NFPA
2002 ED, SEC,
8,12,5,3,3
1 MEASURED HORIZONTALLY
ESFR OBSTRUCTION CLEARANCES
SCALE: NONE
NEW RISERS
TSR MBSRI
BSR
FIRE PUMP ROOM
00319N
= tw ouv ouu Rvvv ILUV I4vu 10vu Mouv ZUUv ZZUU 24UO
(:>\FIRE PUMP TEST RESULTS
E SCALE., NONE
Automatic Fire Sprinklers, Inc.
DESIGN AND S IN TALLATION TO BE IN ACCORDANCE WITH 2O16 EDITION OF NFPA 13.
* DESIGN AND INSTALLATION TO BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES.
* ALL PIPE AND FITTINGS USED ON THIS PROJECT TO BE IN ACCORDANCE WITH APPLICABLE CODES AND
WAFS STANDARDS. SEE PIPE AND FITTINGS GENERAL NOTES (WAFS DETAIL #00593N).
* ALL HANGERS AND BRACING AS REQUIRED SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH
NFPA 13, MANUFACTURER'S INSTRUCTIONS AND THEIR LISTING.
* ALL PENETRATIONS THROUGH RATED BUILDING ASSEMBLIES SHALL BE SEALED WITH FIRE CAULK IN
ACCORDANCE WITH DETAILS PROVIDED. WAFS POLICY IS TO USE HILTI FS ONE OR STI - LCI.
* UNDERGROUND MAINS AND LEAD-INS SHALL BE FLUSHED AND SIGNED TEST CERTIFICATES PROVIDED
BEFORE A CONNECTION IS MADE TO THE SYSTEM.
* ALL PIPING SHALL BE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO COVERING WITH
DRYWALL. COPIES OF SIGNED TEST CERTIFICATES ARE TO BE FORWARDED TO THE PROPER RECIPIENTS.
* ALL SYSTEMS SHALL BE TESTED FOR 2 HOURS AT 200 PSI OR 50 PSI GREATER THAN MAXIMUM SYSTEM
WORKING PRESSURE, WHICHEVER IS GREATER. WHEN A FIRE PUMP IS PRESENT, TEST PRESSURE SHALL BE
50 PSI GREATER THAN PUMP CHURN PLUS STATIC AT PUMP SUCTION.
* ALL WIRING OF DEVICES (FLOW SWITCHES, TAMPER SWITCHES, COMPRESSORS, PUMPS, ETC) IS BY OTHERS.
* CONNECTION OF SPRINKLER DEVICES TO THE BUILDING ALARM OR MONITORING SYSTEM IS BY OTHERS.
* ALL PAINTING OF PIPE AS REQUIRED IS BY OTHERS. WAFS IS RESPONSIBLE FOR PAINTING PUMP PIPING.
* ALL INSULATION REQUIRED FOR FREEZE PROTECTION OF SPRINKLER SYSTEM IS BY OTHERS.
* HEATING OF ROOMS TO MAINTAIN TEMPERATURES OF 40 DEGREES OR GREATER IS BY OTHERS.
* FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED NOT LESS THAN 18" AND NOT MORE THAN 48'
ABOVE THE LEVEL OF THE ADJACENT GRADE.
* THE MAXIMUM SPACING OF ESFR SPRINKLERS IS 100 SQUARE FEET.
* THE MAXIMUM SPACING OF ESFR SPRINKLERS IS 12'-O" FOR BUILDINGS UP TO 30 FEET AND 10'-0" FOR
BUILDING HEIGHTS GREATER THAN 30 FEET.
* THE MINIMUM SPACING OF ESFR SPRINKLERS IS 8'-0' BETWEEN SPRINKLERS AND A MINIMUM OF 64
SQUARE FEET.
* MAXIMUM CEILING/ROOF SLOPE IS 2:12. ESFR SPRINKLERS CANNOT BE USED WITH SLOPES EXCEEDING 2:12.
* PENDENT ESFR SPRINKLERS SHALL BE INSTALLED AS FOLLOWS:
o PENDENT ESFR SPRINKLERS SHALL BE INSTALLED A MINIMUM OF 12' HORIZONTALLY FROM THE LEADING
EDGE OF BAR JOISTS, BRIDGING, BRACING OR OTHER SIMILAR CONTINUOUS OBSTRUCTIONS.
o CONTINUOUS OBSTRUCTIONS 1'-0' OR LESS IN WIDTH SHALL BE AT LEAST 12" HORIZONTALLY FROM THE
SPRINKLER DEFLECTOR.
o CONTINUOUS OBSTRUCTIONS 2' OR LESS IN WIDTH SHALL BE AT LEAST 24' BELOW THE SPRINKLER
DEFLECTOR OR AT LEAST 12* HORIZONTALLY FROM THE SPRINKLER DEFLECTOR.
o CONTINUOUS OBSTRUCTIONS 2'-O' OR LESS IN WIDTH SHALL BE AT LEAST 24" HORIZONTALLY FROM THE
SPRINKLER DEFLECTOR.
o SPRINKLERS SHALL NOT BE REQUIRED BELOW ISOLATED NONCONTINUOUS OBSTRUCTIONS 2 FOOT OR
LESS IN WIDTH AND LOCATED AT LEAST 1 FOOT HORIZONTALLY OR GREATER FROM THE SPRINKLER.
* ESFR UPRIGHT SPRINKLERS SHALL BE INSTALLED IN ACCORDANCE WITH THEIR LISTING.
* COMMODITIES SHALL BE LOCATED A MINIMUM OF 36' BELOW THE SPRINKLER DEFLECTOR.
* DEFLECTORS OF ESFR PENDENT SPRINKLERS SHALL BE INSTALLED BELOW THE DECK/CEILING AS FOLLOWS
OR AS MODIFIED BY THE INDIVIDUAL LISTING OR APPROVAL:
o K14 ESFR MINIMUM OF 6" TO MAXIMUM OF 14'
o K17 ESFR MINIMUM OF 6' TO MAXIMUM OF 14'
o K25 ESFR MINIMUM OF 6" TO MAXIMUM OF 18'
* SPARE SPRINKLERS AND APPROPRIATE WRENCH OF EACH TYPE (EXCLUDING DRY) SHALL BE PROVIDED ON
THE PREMISES AS FOLLOWS:
o LESS THAN 300 - 6 SPRINKLERS
o 300 TO 1000 - 12 SPRINKLERS
o OVER 1000 - 24 SPRINKLERS
* ESFR SPRINKLERS ARE CAPABLE OF PROTECTING A VARIETY OF STORAGE ARRANGEMENTS. EACH BUILDING
SHALL BE EVALUATED FOR THE TYPE OF COMMODITY, STORAGE ARRANGEMENT, AISLE WIDTH, BUILDING
AND STORAGE HEIGHT, AND ENCAPSULATION. END USER (OWNER) SHALL REFERENCE SPRINKLER
MANUFACTURER'S DATA SHEET FOR EXACT ALLOWANCE OF ACCEPTABLE STORAGE ARRANGEMENTS.
* ANY RACK SHELVING SHALL BE A MINIMUM OF 50 PERCENT OPEN.
* SMOKE AND HEAT VENTS SHALL NOT BE INSTALLED WHERE ESFR SPRINKLERS ARE USED PER BUILDING
CODE 910.1 (2).
* WAFS TO PROVIDE ALL REQUIRED SIGNAGE PER NFPA 13 INCLUDING BUT NOT LIMITED TO VALVES AND
HYDRAULIC PLACARDS.
NFPA 13 2016 ESFR GENERAL NOTES
WAR
E SCALE: NONE
Fire Sp Wdw% kwL
00331N
COMPONENT LIST
O 8' #577 GROOVED COUPLING
0 Y,' X 3Y2' DIA, PRS, GAUGE
O �' THREADED PLUG
0 ,V,' BRONZE 3-WAY VALVE
O �' X 0-3 THREADED NIPPLE
O V X J' HEX BUSHING
O 2' X 0-4 THREADED NIPPLE
Os 2' AGF M1011A TEST AND DRAIN
W/ ESFR ORIFICE & RELIEF
VLV,
O 8' FLOW SWITCH
1Q 8' GROOVED CHECK
11 8' GROOVED BUTTERFLY
WITH TAMPER
12 8' SCH, 10 BLACK STEEL
0
13 2' SCH, 30 BLACK STEEL
14 12-HEAD SPARE HEAD CABINET
15 6' #577 GROOVED COUPLING
16 6' FLOW SWITCH
17 6' GROOVED CHECK
18 6' GROOVED BUTTERFLY
8
WITH TAMPER
86' SCH, 10 BLACK STEEL
EXISTING RISERS
TSR TSRI
C
r
14 SEE HEAD BOX DETAIL I 19 "
FOR QUANTITY OF I �
SPARE SPRINKLERS 1 0
� Go I
. \,:� 0
5 ��
:U `'' v n � 6 :,
LJ LJ W I W W W
- - v7\ LN rn LN Kin 15 W
NEW RISERS
NOTE: CONNECT 2" DRAINS
TO EXISTING DRAIN LINE.
I-
A
U
J --I
Pq
>_
=W
r_
W¢
� d
TYPICAL 8" RISER W/ RELIEF, FLOW SWITCH, CHECK VALVE, BUTTERFLY VALVE AND ESFR ORIFICE TEST 8 DRAIN
_ E
SCALE: N,T,S,
Automatic Fire Sprinklers, Inc.
1 I I I I ` ,j
d
Ed S. Snider, P,E.
04*
FL License No. 71374
Hazard Fire Protection Engineer n% Inc.
Robert J. Dewar, P.E.
222 CAPITOL COURT OCOEE, FL 34781
FL License No. 70937
PH: (407) 877-6578 FAX (407) 658-LIOM
Cwtffi=te of Audwrbation Number 29M
IMPORTANT OWNER INFORMATION
THIS DRAWING IS BASED ON THE OWNER'S ACCEPTANCE OF THE CURRENTLY ADOPTED EDITION (EITHER STATE at LOGO OF NFPA 25 AS
THE APPLICABLE STAN 0 FOR THE INSPECTIIµ TESTING AND MAINTENANCE Or WATER USED FIRE PROTECTION SYSTEMS PER SECTM CL
THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM LULL BE THAT OF THE OWNER. IF THE
BUILDING OWNER HAS HOT RECEIVED A COPY OF THIS PNPHEET AND/DR IS HOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS
SYSTEM, PLEASE CONTACT THE NEAREST OFFICE O' WAYNE AUTOMATIC FIRE SPR➢iDM INC.
i I- - --- --- - - - - - - ----
CPVC COMPATIBILITY NOTICE
CPVC FIRE SPR➢.iER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN NEW CONSTRUCTION. RE -PIPE AND
REPAIR CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS DOE TD THEIR OUTSTANDING CORROSION RESISTANCE.
OCGISIOWLLY, HOWEVER CPVC CAN BE DAIVM BY CONTACT WITH CIE1MtCH.S FOND IN SOME CONSTRUCTDN MATERIALS CID SOME VIBE;
FLUX, PEODL_MN BASED PRODUCTS ETC.> AND ANCILLARY PRODUCTS SUCH AS THREAD SEALANTS, LEAK DETECTORS; FTRESTOPS, MaD
INFUTTIRS AND CLEAMERSI ETC. My PRODUCT THAT COMES IN CONTACT WITH CPVC SPRDRIER PIPE MUST BE EVALUATED. FOR A LIST OF
COPAIOLE PRODUCT% PLEASE REVIEW HTW/PARTSSF ARSMFGL3VCP ASPX
I
_ _ .-.--.:- .._-__ - -__-- ._- ___-_
COPYRIGHT
ALL DOCUENIS INCLUDING OOIDTAL DRAWINGS, SPECIFICATIONS, FIELD NOTE$ ESTIMATES AND DATA INCLUDING COMPUTER
PROGRAMS PURSUANT TO THIS PRO.ECT ARE AND VILL REMAIN THE PROPERTY OP WAYNE AUTOMATIC FIRE SPRINKLERS, INC.
(VMS) AS INSTRUMENTS OP SERVICE THEY ARE NOT INTENDED. HR REPRESENTED N BE SUITABLE FOR REUSE BY THE CLIENT, I
MBt OTHERS. a EXTENSIOM OP THIS PROJECT, OR FOR ANY OTHER PF9..ECT. ANY REUSE, oz ADAPTATION O' THE INFORMATION
CIMAllED FEREIL WITHOUT SPECIFIC WRITTEN PERAISSIIH FROM VMS WILL BE AT THE CLIENTS SOLE RISK WITHOUT
LIABRITY, !R LEGAL E%POSURE 7a VAPS AND VIIL ENTITLE VMS 10 FURTHER COMPENSATION AT RATES TO BE AGREED OM
BETWEEN WAFS AND THE CLIENT. THE CLIENT SHALL ALSO IN DMOFY AND HOLD WAFS HARNESS FROM ANY AND ALL CLAIM$
DAMAGES, LOSSES AND OFENSES INCLUDING ATTORNEYS FEES RESULTING I" ANY SUCH PERgSSIONS.
GRAPHICS ELEMENTS NOTE
FIRE SPRINKLER CONSTRUCTION DRAWINGS AND SHOP DRAWINGS NAY INCLUDE BAMGI MD DRAWINGS OR GRAPHICS BUMVED
FROM THE ARCHITECTURAL, CIVIL., STRUCTURAL, OR NEP DRAWINGS. THESE REFERENCE BACKGRWIM ELEMENTS ARE FOR
GENEJR& INFORMATION OR CONTEXT ONLY AND THE FIRE SMWLER ENGINEER DOES NOT ACCEPT ANY RESPOISiBIL1TY FOR
THESE ELEMENTS. THE FIRE SPRINKLER ENGINEER IS ONLY RESPONSIBLE FOR THOSE PORTIONS OP THE FIRE SPRIWLER
DRAWINGS DEPICTING FIRE SMW-LER SCOPES OF WORK REFER TO APPROVED ARCHITECTURAL, STRUCTURAL MEP OR CIVIL
DRAWINGS FOR AmHOMITATIVE EXPRESSIONS O' BACKGROUND INFORMATION THAT MAY BE mILIZED IN FIRE SPRIKLER
DRAWINGS OR DETAILS
- - - - --
WATER SUPPLY INFORMATION
ACTUAL
EXTRAPOLATED
(AS REQ'D B'( AHJ)
FIRE PUMP
AD05
SIZE: GPM @ PSI
2262 @ 105
STATIC PRESSURE
170
HYDRANT ELEV,
N/A
RESIDUAL PRESSURE
165
DATE OF TEST
10-14-2022
FLOW IN GPM
500
TIME OF TEST
2100 PM
PITOT READING
NUMBER OF PORTS FLOWED
N/A
TEST PROVIDED BY
WAYNE AUTOMATIC FIRE SPRINKLERS
HYDRANT LOCATION
OR NUMBER
FIRE PUMP TEST
1' DESIGN
- - - --
CRITERIA
SYSTEM / DESIGN
AREA #
HAZARD CLASS
# OF SPRINKLERS
IN DESIGN AREA
MINIMUM DENSITY
DESIGN AREA S,F,
11
PSI REQ'D @ BASR
I I
GPM REWD @ BASK
I' PSI REQT @ TEST
GPM REQ'D @ TEST
I
ELEVATION @
HIGHEST SPRINKLER
j
HOSE
INSIDE/OUTSIDE11
DOMESTIC DEMAND
PI
�I- - _ - - -
SPRINKLERS SPACING
SYMBOL
MAXIMUM
MINIMUM
COMMENTS
111
-- - _
T- QUANTITY -I SPRINKLERS
SYMB,
1ST
2ND
3RD
4TH
SIN
SIZE
K
TEMP MODEL
0
i
i
I
TOTAL PER FLOOR
TOTAL THIS SHEET
-
11
DATE
-__-_- -
SUBMITTALS
BY
11-16-2022
QA REVIEW
JJ
11
NO.
DATE
REVISIONS
BY
0
--
--
--
Is
%I
WA"Famm"
Automatic Fire Sprinklers, Inc.
I'
MAIN OFFICE '- ORLANDO, FLORIDA
22 CAPITOL. COURT OCOIF, FUOFWA 34781
PHONE (407) -3CM FAX: (407) 656-8OeB
JACKSI3IWLLE FL
I e OSTRBUTION AVE WEST
JACKSONVLLE. FL 32256-2745
PRONE (904) 268-3030
FAX: (904) 268-0724
TAMPA, FL
3226 CHERRY PALM DRIVE
TANPA. FL 336I9-e337
PHONE (813) 630-0303
FAX: (eq) 630-0312
DEED BEACH, Flit
50o S. POWF%BNE H0. SUITE A
DEERFH.D OFACK FL 33442
PHONE. (954) 917-3030
FAX: (954) 9F/-9424
FT. MYERS, FR
4683 LAREDO AVE
FT. MYERS. FL 33905-4924
PHONE (239) 433-3030
FAX- (239) 433-3263
. tAic
4370 MOTORSPORT DRIVE
CONCORD, NC 28027-8977
PHONE (704) 782-3032
FAX (704) 795-6038
FLAILSOK NC
5905 TRIANGLE DRIVE
RALEIGH, NC 27617
PHONE: (919) 723-2348
I,
II.
STATE LICENSES. NC SPPIDalR 29745 NC ALARM 29611 SP-LV SC SPRINIO.Sk 1110 SC ALARM: 3385
BLUE TRITON EXPANSION
4330 20TH STREET
ZEPHYRHILLS, FL 33540
i
ti ,
4 THE WHITING TURNER CONTRACTING COMPANY
300 EAST JOPPA ROAD
6 BALTIMORE, MD 21286
SHEET TITLE:
- ---- -
NOTES AND DETAILS
DRAWN BYI
JACOB JIVI DEN
11
11
TOTAL A/S
636
DATE:
10-25-2022
AHJI
CITY OF ZEPHYRHILLS
CONTRACT #
110282
CENTER OF TILE JOB? YES NO CENTER ON FIXTURES JOB? Q YES NO
iL
SHEET #
m9w F
M1_,M Ujl
CONSTRUCTION TYPE:
II-B
OCCUPANCY:
F-1
IIIIIIIIIIIIIIIIIIIII
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