Plans (8) FPS2021 -00002
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FIRS' PR_ _ OFECTIOII PlAlvs FOR
RECEIVED �
JAN 0 5 1011
CITY OF TIGARD
A UTOZONE 59 7 BUILDING DIVISION
05 SX
I�A 7--lI_TffoUTff S
_PEET TICARDD OPECO1V " 722 ,
FF sU21 -0000z PHOENIX
OFFICE COPY FIRE
HANGER 5PACING CHART PROTECTION
TABLE 4-5.2.2.1 MAXIMUM DISTANCE BETWEEN HANGERS (FT-IN.) tl 1'01 4130 AIRPORT ROAD
NAMPA, IDAHO 83687
NOMINAL PIPE 34 1 114 112 2 212 3 4 6 9 PHONE:(208)468-9115
SIZE (IN)
STEEL PIPE N/A 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 2.gg. FAX:(208) 461-9117
ID. LIC. F.P.S.C. #108
THREADED I
N/A 12-0 12-0 12-0 12-0 12-0 12-0 N/A N/A
D.PUBLIC FORKS LIC. 116630-A-4(13930)
LIGHTWALL
UTAS LIC. # 6579958-5501 5370
CPVC 5-6 6-0 6-6 7-0 8-0 9-0 10-0 N/A N/AOF
(705 � . • OREGON LIC. 181692
WYOMING /D # 20088-000553828
FOR STEEL PIPE, THE MAXIMUM LENGTH FOR UNSUPPORTED ARMOVER SHALL BE 2'0". 1 s WASHINGTON LIC. PHOENFP9111CL
WHEN PRESSURE EXCEEDS 100 PSI, UNSUPPORTED LENGTH SHALL BE 1'O".
FIGURE A-4-5.2.3.3 DISTANCE FROM SPRINKLER TO HANGER ,,
448'
FR1" JOB INFORMATION
FOR 11/4" MAX. THEN EXTEND HERE \
60" FOR 11/2" OR LARGE
20-320 AUTOZONE #5974
7805 SW DARTMOUTH STREET
GREATER THAN 36 FOR 1
* TIGARD, OREGON 97223
GREATER THAN 48" FOR 11/4"
GREATER THAN 60" FOR 11/2" OR LARGE DRAWN BY : BOSTON BICE
TABLE 2-6.4.1 HANGER ROD SIZE 416 CHECKED BY : TRENT BICE
PIPE SIZE DIAM. OF ROD PIPE SIZE DIAM. OF ROD NICET # 107524
UP TO AND 3/8" 6 AND 8 1/2" DATE : DECEMBER, 2020
INCLUDING 4" VICINITY MAP • PROJECT LOCATION
NOTE:
TYPICAL HANGER TICK MARKS AS SHOWN ON PIPING PLAN MAY NOT PER NFPA 13 2016 CODES: NFPA 13, 2016
REFLECT ACTUAL FIELD INSTALLATION. FINAL HANGER INSTALLATION 25.2.1.4 MODIFICATIONS TO EXISTING PIPING SYSTEMS SHALL REQUIRE IBC 2015
SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13 9.2.2 TESTING AT SYSTEM WORKING PRESSURE. OCCUPANCY CLASS : M
TABLE 9.2.2.1 25.2.1.4.2 MODIFICATIONS THAT CANNOT BE ISOLATED, SUCH AS RELOCATED CONSTRUCTION TYPE: II B
DROPS, SHALL REQUIRE TESTING AT SYSTEM WORKING PRESSURE.
SQUARE FOOTAGE : 944
NUMBER OF FLOORS : 1
FIRE PROTECTION
PLAN
RETAINING STRAP
JALL
STRAP / SALPLANS
IT
LAMP .� — Y IT THE OWNER'S RESPONSIBILITY
ALL THREAD ROD I
00 oC 104 oa s-a+
TO PROVIDE HEAT ADEQUATE TO
M I GENERAL NOTES PREVENT FREEZING THROUGH OUT
Io THE WET PIPE SPRINKLER SYSTEM
AD ROD Oi FIRE PROTECTION SYSTEM TO BE DESIGNED AND INSTALLED IN AREAS AND ALSO IN ENCLOSURES
ACCORDANCE WITH THE APPLICABLE BUILDING CODES, STATEFOR DRY PER
AND LOCAL FIRE MARSHALS REQUIREMENTS NFPA 13, 2016
EDITION. WATER SUPPLIES TO THE SPRINKLER
o r: 10 0 ALL ELECTRICAL WIRING OF FIRE PROTECTION SYSTEM ANDSrsrEMs.
aRI _ _ _ _ _ COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. CONTRACT WITH:
Q ALL PAINTING OF FIRE PROTECTION PIPING AND RELATED CORSTONE LLC
0-0 '� ' � '� I 7 s- � 7_470T 71N 4S E of WORK COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS.
191 BICKFORD AVE #A
I ®ALL INSULATING OF FIRE PROTECTION PIPING AND RELATED SNOHOMISH, WA 98290
BEAM CLAMP I COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS.
��-OROOM' I� s EARSPRINKLER THQUAKEING ANDTO BE SWAYHUNG AS BRACINGPER TO BE AS PER NFPA 13. PHONE NUMBER:
NOT IN SCOPE OF WORK N I 360-862-8316
N T S _ _ _ _ _ FOR SWAY BRACING LOADS AND CONFIGURATIONS, SEE SWAY
a 471 17-0BRACING CALCULATIONS ATTACHED TO HYDRAULIC CALCULATIONS
�2..
« --- NATIONAL INSTITUTE FOR CERTIFICATION
�< AND SWAY BRACING DETAILS ON FIRE SPRINKLER DRAWINGS. IN ENGINEERING TECHNOLOGIES
N I� OQ LATERAL SWAY BRACES ARE REQUIRED ON ALL FEED AND CROSS ne�a1�^�^um��I
a0 '� 10-0 '� MAINS, REGARDLESS OF SIZE. LATERAL SWAY BRACES ARE REQUIRED TRENT BICE
7-. 110+: ' - 9-1+ r s-aNOT IN SCOPE OF WORK
ON BRANCHUNES 2-1/2" AND LARGER. s�tm �v>wd
J y I BRACES ARE NOT REQUIRED ON PIPES INDIVIDUALLY SUPPORTED BY 00301 / LEVEL III
y I 16'-41/2' �I s RODS LESS THAN 6". AS PER NFPA 13 9.3.5.5.10 '°"w`"m tm 1�""t')
ALL WELDING TO BE DONE BY A CERTIFIED WELDER IN A
Tec6olda Cw1Nfmum No.
in
FABRICATION SHOP PER NFPA STANDARDS. 107524
_ Q SYSTEM TO BE INSTALLED, TESTED, AND FLUSHED per FNA7A
W valid iMa 0401 2021
o�r 0-0 NFPA 13 STANDARDS AND LOCAL REQUIREMENTS.
OD
o UNDERGROUND AND ABOVEGROUND PIPING TO BE HYDRO- NATIONALINRrEERtNGSTITUTE claEo >Es'�oN
_ _ _ Y_ �_
STATICALLY TESTED AT 200 PSI FOR 2 HOURS. ords a this agulutm do.lint
- as-o '� 0 0 '� a 11 ALL SPRINKLER FITTINGS SHALL MEET OR EXCEED THE ROOK STEWART
> B AK OM�• I REQUIREMENTS OF NFPA 13 TABLE 6.4.1. mdm SyAom Ielmt
NOT IN SCOPE OF WORK 1 u 1 -O N ,z ALL SPRINKLER PIPING SHALL CONFORM TO NFPA 13 TABLE 6.3.1.1 LEVEL 11
0 o NOT IN h oPE of WORK STANDARDS AND LOCAL REQUIREMENTS. ed m we tochw l" (I)
,T o I 13 SPARE SPRINKLER CABINET AND WRENCH TO BE FURNISHED PER NFPA 13. Technician cmuNmum Na
m I 14 ROOM OCCUPANCY AND CEILING HEIGHT SHOWN AS: ROOM NAME 141221
_ _ _ _ _ _ _ - is DOMESTIC MATERIAL NOT REQUIRED. 10-0 S)vwd Tem 10/01 2021
o D 18'-4' o 4717
r o ° 1s ELEVATION OF PIE SHOWN AS [0-0] IS FROM ABOVE FINISHED FLOOR INSTITUTE FOR CERTIFICATION
FLOOR AND ELEVATIONS SHOWN AS [0 0 bts] ARE FROM BOTTOM OF GINEERING TECHNOIAGIES
- x
_ _ _ _ _ _ _ - - - TOP OF STRUCTURE DOWN. amw of tan�w,.um�.tmt
o-o o-C i-o+: -n+: a s+ 5-5+: xa-a: n PIPING: STEEL PIPING CONFORMING TO NFPA 13, ASTM A135 DON WELAND
AND / OR ASTM A795. t,mbe Sp��La�t $ 1s IN ROOMS NOT EXCEEDING 800 SQ FT AND OF UNOBSTRUCTEDLEVEL ICONSTRUCTION, SPRINKLERS SHALL BE PERMITTED TO BE LOCATED mrt m ( tachotml mm(.)NOT IN SCOPE OF WORK RESTROOM R TROOM e NOT MORE THAN 9' FROM ANY SINGLE WALL. IN LIGHT HAZARD ONLY. Tectmlrian cmtifimum No.a-o 8-o N NorIN TOPE of WORK 105253® _ AS PER NFPA 13 8.6.3.2.4.1-Z - - - - ,)Taw Tbm 01 08 2023
1s SPRINKLERS ARE NOT REQUIRED UNDER INTERMEDIATE STAIR
I oa LANDINGS OF NONCOMBUSTIBLE CONSTRUCTION AND NOT USED FOR NATIONAL INSTITUTE FOR CERTIFICATION
® STORAGE. AS PER NFPA 13 8.15.3.2.3.1 IN ENGINEERING TECHNOLOGIES
2 - - - - - Z - -✓- - -4.7 - - zo PER NFPA 13 8.15.1.1 CONCEALED SPACES OF EXPOSED 1°`tea.d w.°`fit'°°'°°'°°'I
_ _
3 � a m9-4+: DENNIS APPLE
o-o a0-C s-s R 8 o _ - -1� - -_ _ -OM EXCEPT COMBUSTIBLE CONCEALED SPACETRUCTION SWERESPRINKLERS AREALL BE PROTECTED BY NOT LEVEL 1
RESTR dmamat a samu.r N1dem Vlml
REQUIRED
STEMS WHEREINSTALLED
PRESSU E1 ATITHERSPRINKLERIEX EXCEEDS 6 Tedmkin cmtl NO.
KEY PLAN — NTS 8- the twhnical�(s)
-
_ _ _ _ EXISTING RISER— NO WORK PERFORMED
o - 100 P.S.I., BRANCH LINES SUPPORTING SPRINKLERS IN A PENDENT 149374
- POSITION BELOW A CEILING SHALL BE SUPPORTED BY A HANGER camutim(s)vwa,m, 01/01 2022
u u THAT PREVENTS UPWARD MOVEMENT OF THE PIPE. AND THE
p /I p UNSUPPORTED LENGTH OF PIPE BETWEEN THE HANGER AND END PEROVAL STA
FIRE SPR�Nf\LEI\ TENANT IMPROVEMENT NOTES. SPRINKLER INA PENDENT POSITION SHALL NOT BE GREATER THAN
12' NFPA 13 9.2.3.5.2.1 & 2, AND BRANCH LINES SUPPORTING
PENDENT SPRINKLERS BELOW CEILING SHALL NOT HAVE UNSUPPORTED
ARM OVERS THAT EXCEED 12".
1. SCOPE OF WORK:
77506 PE �
PHOENIX WILL ADD OR RELOCATE HEADS TO ACCOMMODATE NEW WALLS AND CEILINGS ALL
12-24-2020
PIPING SHALL REMAIN AS IS UNLESS OTHERWISE NOTED. FIRE PROTECTION PLAN OREGON So
2. EXISTING SYSTEM IS A OG2 AND HEADS WERE SPACED TO 130 SQFT. PER HEAD NEW APPROXIMATELY 944 SQ FT 1/e" = 1' - 0" `F�Ry i 0 o°� �P
SPRINKLER COVERAGE TO BE 225 SQFT IN LIGHT HAZARD AREA. s
3. EXISTING SPRINKLERS ARE STANDARD SPRAY CHROME QR SPRINKLERS. NEW SPRINKLERS ARE 8 6 4 20 8 16 24 EXPIRATION DATE:12/31/20
TO BE QUICK RESPONSE SPRINKLERS SEE SPRINKLER HEAD LEGEND THIS SHEET. --
4. DESIGN AND INSTALLATION OF NEW SYSTEM COMPONENTS (I.E. HEADS, HANGERS, MATERIAL) R ymory
SHALL CONFORM TO NFPA #13 2016 AND STATE AND LOCAL CODES.
5. EXISTING PIPING TO REMAIN: 4- - - -
NEW PIPING:
6. SYSTEM PIPE AND FITTINGS:
EXISTING PIPING IS SCH 10 MAINS AND SCH 40 BRANCH LINES NEW PIPE AND FITTING TO
MATCH EXISTING.
7. NO MORE THAN (1) SPRINKLER HEAD SHALL BE SUPPLIED OFF OF ANY 1" OUTLET PROTECTING 20- 320 AUTOZONE #5974 SPRINKLER SCHEDULE & LEGEND
THE SAME AREA. ISYMBOLI SIN I SPRINKLER DESCRIPTION RESP. K-FAC NPT TEMP. FINISH I ESCUTCHEON QTY.
8. CONSTRUCTION TYPE: UNOBSTRUCTED, SMOOTH CEILING ® 1 RA1414 RELIABLE SSP OR 5.6 1/2" 155 CHROME I RECESSED 10
rE, I NA I EXISTING SSU OR 5.6 1/2" 200 BRASS I N A I N/ArFPI
HEAD CABINET WITH MIN. 6 SPARE HEADS & WRENCH ES PROVIDED TOTAL COUNT THIS PROJECT = 10
i
SHEET I OF I