Plans FPS2021 -00121
OFFICE COPY
38 METAL DECKING---ta� REGE UE® SCOPE OF WORK RED HAWK
c; FIRE PROTECTION, LLC
1 a I 1 CITY OF TIGARD
` BUILDING DIVISION
+T Z-6 OPEN WEB JOISTTYP. -------I - 2"EDDYFLOW BRANCH LINE TYP. Z-6 OPEN WEB JOIST TYR RED HAWK FIRE PROTECTION, LLC(RHFP)WILL DEMO SEXISTING
SYSTEM BACKTO FLANGE,SPRINKLER PIPE AND HEADS WILL
REMAIN IN OFFICE AREA. RED HAWK FIRE PROTECTION WILLTHEN
5'SCHED 10 MAIN UPRIGHT SPRINKLER DEFLECTORS NOTTO EXCEED V'BELOW DECK 4"EDDYFLOW MAIN—' PROVIDE ONE WET PIPE CMSAAUTOMATIC SPRINKLER SYSTEM TO
UPRIGHT SPRINKLER DEFLECTORS NOTTO BE LESS THAN e"BELOW DECK PROTECTTHE HUNZIKER WAREHOUSE AND ONE ANTI-FREEZE
LOOPTO PROTECTTHE EXTERIOR BREEZEWAY. EXISTING 2"
BRANCH LINES PROVIDING PROTECTION TOTHE EXISTING
OFFICES WILL REMAIN AND BE RECONNECTED TO NEW SYSTEM.
n
N RHFP WILL START WORK AT FLANGE 8"ABOVE GROUND AT BASE
OF RISER. f~
ALLAREAS PROTECTED BYA WETSYSTEM MUST BE MAINTAINED
BY OTH ERS ATA MINIMUM 40"F TO PREVENT FREEZING. 3801 FRUIT VALLEY RD,SUITE D
VANCOUVER,WA 98660
EXCLUSIONS PHONE.J360)
3712 FAx
0) 5914382
WA CL# F90P
PAINTING OR LABELING OF PIPE AND/OR EQUIPMENT CCB#219157
ELECTRICAL WIRING OF ANY KIND INCLUDING BUT NOT LIMITED TO
NICET Stamp
WATERFLOW SWITCH, ELECTRIC BELL,AND TAMPER SWITCHES
CENTRAL STATION MONITORING EQUIPMENT,WIRING AND
SERVICES
CEILING AND WALL REMOVAUREPLACE TO FACILITATE THE g/'�17997
R OFFS
NZIKER WAREHOUSE SECTION INSTALLATION OF THE SPRINKLER SYSTEM. EF� SO2
&tL SCALE 1 6"=1'T
9
DESIGN CRITERIA EO
s OREGO��
ALARM 1 STROBE TO BE FAT ryas
DONE BY OTHERSFMBER�3' O
yRIS L. DEA\G
METAL DECKING 1 Z-10 OPEN WEB BEAM TYP. - '
EXPIRES: 12-31-2021
T li PER NFPA 13(2019)
01TQ WAREHOUSE
o >CIMSA SYSTEM Approvals Required
TABLE
>TABLE 24.3.1
% >SINGLE-, DOUBLE-,AND MULTIPLE-ROW RACKS WITHOUT OWNER/ARCHITECT
B'SCHED 10 MAIN Z2EDDILYFLOW RISER NIPPLE �, --- SOLID SHELVES
UPRIGHT HT SPR SPRINKLER DEFLECTORS NOTTO EXCEED 8"BELOW DECK >CLASS I-IV AND CARTONED NON-EXPANDED PLASTICS UP
UPRIGHT SPRINKLER DEFLECTORS NOTTO BE LESS THAN 6"BELOW DECK 2"EDDLYFLOW RISER NIPPLE 6"SCHED 10 MAIN
TO 25'STORAGE AND UPTO 30 CEILINGS
> MINIMUM OPERATING PRESSURE:6 HEADS AT 30 PSI
® EXTERIOR BREEZEWAY
J >ANTI-FR EEZE LOOP
> LIGHT HAZARD
> DESIGN DENSITY:0.1
rn 3 '
OFFICE COPY
RISER LEGEND
VALIDITY OF PERMIT
1.6'TYCO RM-1 GROOVED RISER MANIFOLD WNVATERFLOW THE ISSUANCE OFA PERMIT
ALARM,TEST ORIFICE, DRAIN,SIGHT GLASS AND PRESSURE BASED ON CONSTRUCTION
RELIEFTRIM
HUNZIKER WAREHOUSE SECTION � DOCUMENTS AND OTHER
5 2.6"TYCO CV-1 F GROOVED END SWING CHECK VALVE DATA SHALL NOT PREVENT
SCALE:116"=1'-0" THE CODE OFFICIAL FROM
3.4"TYCO BFV GROOVED BUTTERFLY VALVE W/TAMPER REQUIRING THE CORRECTION
2 RISER DETAIL 4. 12 HEAD SPRINKLER BOX TO INCLUDE ATMINIMUM6 OF ERRORS. OSSC 105.4
SCALE:1/4"=1'-D" SPRINKLER HEADS WITH A MINIMUM OF 2 HEADS PER
SPRINKLER TYPE.SPRINKLER BOX SHALLALSO INCLUDE A
T-1 13'-11 3-1 HEAD WRENCH
- f-9"Z-PURLIN
b
SOLID W BEAM
!E) (IF)
D
XGARAGE
i
ANTIFREEZE LEGEND
z
4 BREEZE WAY SECTION N 1. (3) 1 1/4THREADED BALL VALVE .OFFICECOPY
SCALE:1Is'=1'-0" z �� 2. 1"THREADED GLOBE VALVEOF"TIGARD
l 1 w �,.+a a y, _
AREA OF WORK 3. 1 1/4"TYCO CV-1 F GROOVED END SWING CHECK VALVE REVIEWED FOR CODE COMPLTANCR
^ OUTSIDE BREEZEWAY +/.36 FT SQ,
--_ - - A mvi
PP \tj I
OTC: [ J
_ b ` Permit I'k-F -Q _
a-s a-s
Co -— m �— — <J PLEASE PROVIDE Address:
$ool Nijh :7; cPK ..
COMPLETED NFPA 13 Suite#:
MATERIAL AND TEST
EXISTING FIRE PROTECTION IN OFFICES TO REMAIN By: Dates p -J
AND BE RECONNECTED TO NEW SYSTEM
CERTIFICATE AT
• FINAL INSPECTION
-- — — y
Eo
:Z _
--+ i: OFFICES NOT IN SCOPE :¢
DEMO EXISTING Contract With:LU
FIRE SPRINKLER SYSTEM DOWN TO FLANGE E¢ __ tra
l EXISTING VAULT WITH :? b_- �. TIGARD DISTRIBUTION
BACKFLOW AND FDC
• 1 Ya
_ s
€z
D'-6 U-6
CENTER, LLC
"............................... ..... .... ..................................................,_....................,F -
}
EXISTING 8"UNDERGROUND :m
EXISTING UNDERGROUND INTO BUILDING - �3'.
FLOW TEST INFORMATION 4800 S MACADAM AVE, SUITE 120
PORTLAND, OR 97239
PM: JOSH HAYNES
PHONE: 503.784.8187
SITE MAP 3)±SC
NTIFREEZE DETAIL TEST HYDRANT IS LOCATED NEAR CORNER OF SW HUNZIKER
ALE:114'=1'-0" STREETAND SW WALL STREET
SCALE:
STATIC PRESSURE: 106 PSI RESIDUAL PRESSURE 102 PSI Contract Name:
RESIDUAL FLOW: 1555 GPM
HUNZIKER
WAREHOUSE
GENERAL NOTES 8001 SW HUNZIKER STREET
TIGARD, OR 97223
1.SPRINKLER SYSTEM DESIGN PER NFPA#132019.
Drawing Title
2.ALL MATERIALS SHALL BE NEW AND ULAND/OR FM APPROVED. SITE PLAN
3. FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND
TESTED IN ACCORDANCE WITH NFPA#132019. SECTION VIEWS
___-- r-- ---- - --- - - - _ - 4. IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT & DETAILS
' RETAINING STRAP �_ OPEN WEB JOIST-- THROUGH OUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN
SAMMY OPEN WEB BEAM/JOIST OPEN WEB BEAM/JOIST SAMMY SUPERSCREW ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF
SAMMY SIDEWINDER SIDEWINDER ERICO STEEL FLANGE BACKING NUT ABBREVIATION DENOTES SYMBOL LEGEND VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER
BACKING NUT (DRILLED) ADAPTER ASSEMBLY SYSTEMS.
2 1/2"SCHED 40 PIPE
BEAM CLAMP ERICO UNIVERSAL ERICO STEEL FLANGE _ FF ABOVE FINISH FLOOR CENTERLINE - - - - EXISTING PIPE HYDRAULIC NODE
STRUCTURAL ATTACHMENT PAN DECKING 5. FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE
iNZ ADAPTERASSEMBLY BOJ BELOW BOTTOM OF JOIST SF SQUARE FEET &10 NEW PIPE,SIZE/CUTLENGTH 0-0" ;I PIPE ELEVATION
FOR THEABILITY OFTHE STRUCTURE TO ADEQUATELY SUPPORT
d p ® THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES
IWALL THREAD ROD ERICO UNIVERSAL T y BOD BELOW BOTTOM OF DECK OC ON CENTER APPROX. LOCATION OF NEW HANGER 10-0 CEILING ELEVATION
STRUCTURAL O c _3WALLTHREAD ROD THEREOF. Date: SEPTEMBER 22ND, 2021
_ ATTACHMENT 5f16ALLTHREAD ROD Z.O.I. ZONE OF INFLUENCE TYP TYPICAL APPROX. LOCATION OF NEW SWAY
STEEL WEB BEAM- Z-PURLIN
B.ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR
OR WEB JOIST '/."ALL THREAD ROD PATCHING TO BE BY OTHERS. Job Number 240273
1"SCH 40 BRACE PIPE -1/2"ALL THREAD ROD
1"SCH 40 BRACE PIPE ERICO UNIVERSAL RING HANGER 2"EDDYFLOW PIPE SPRINKLER LEGEND 7. 1"PIPING TO BE EDDYTHREAD 40 WITH THREADED FITTINGS. Designer: A.HOFFMAN
RING HANGER RING HANGER PIPE(1 1/4"EDDYFLOW) SWAY BRACE 8. 11/4"-4"PIPING TO BE EDDYFLOW WITH GROOVED FITTINGS. Building Permit:
PIPE(UPT06� 4"-6"PIPE SYMBOLTYPE MFG MODEL SIN# K-FACTOR THREAD SIZE TEMP FINISH CANOPY
LATER QUICK GRIP U.N.O.
RING HANGER _ -
LATERAL BRACE EC SR UP NCO E025 TY9128 25.2K 1" 212 BRASS 218
� „ � -6"SCHED IO PIPE
ATTACHMENT iQR SSU TYCO TYFRB TY313 5.6K 1/2" 200 BRASS 6 9.6"PIPING TO BE SCHED 10 WITH GROOVED FITTINGS U.N.O. Drawing No.
4"6 PIPE • QR SSP TYCO TYFRB TY323 5.6K 1/2" 155 CHROME CHROME 4 10.ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED WVF
IFOR FLEXIBLE.
BEAM CLAMPTOTOP OF STEEL SAMMYSIDEWINDER TO STEEL PURLIN SAMMYSUPERSCREWTOSTEEL DECKING QR SW TYCO TYFRB TY3W1 5.6K 112" 155 BRASS 1
CEILING / DECK HANGER CEILING / DECK HANGER SWAY BRACE TYPE LAT. 450-590 SWAY BRACE TYPE LON. 450-590 CEILING / DECK HANGER TRAPEZE HANGER I TOTAL 229
N.TS N.TS N.TS N.TS N.TS N.TS
RED HAWK
Hydraulic Information FIRE PROTECTION, LLC
Remote Area 1
OCCUPANCY CLASSIFICATION ICMSA
MIN.END HEAD PESSURE 130.000(FSPR)
TOTAL HOSE STREAMS 1 250.00 \\
TOTAL HEADS FLOWING j 6
K-FACTOR 125.2
O / R , C D TOTAL WATER REQUIRED 11083.10 E F
\Y+ / TOTAL PRESSURE REQUIRED 92.316
SAFETY MARGIN
IT-3 FS I 9-0 I
3801 FRUR VALLEY RD,SwTE D
VANCOUVER,WA 98660
b I I b PHONE:(WA CL#REDHAHF90191�382
OP
1 I 101 100 102 19
I CCB#219157
N ICET Stamp
m
4 I ( 4 4
e I CMSA•30.000 I e
AREA= 1,186 FT SQ
BRED PROFFS
GINEF� Sip9
m 2 I 104 103 106 I rq 20 799�
s OREGO
I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J q F°r ryo
V EMBER 13'
m
h�y EXPIRES: 12-31-2021
3 21
Approvals Required
4
m 4 b OWNER/ARCHITECT
to `r M
I
-V.
Notes
4�- 2 2 �✓ 2 2 2 2 2 2 2 2
o'-e-1
' 4'-6 6 9'-0 11'-6 2.6 14'-0 46 9.6 11'-6 2-6 14•-0 4'6 T6 13'6 0' 14'-0 6'6 7-6 13'-6 0' 14'-0 66 4'6 14'-0 r6 11'6 2'-9 6'-3
29 SPRINKLER SYSTEM DESIGN PER NFPA
4 #13
I
o 0 4 2.ALL MATERIALS SHALL BE NEW AND UL
m a
AND/OR FM APPROVED.
3. FIRE SPRINKLER SYSTEM TO BE
hd INSTALLED, BRACED AND TESTED IN
ACCORDANCE WITH NFPA#132019.
6 4. IT IS THE OWNERS RESPONSIBILITY TO
30 PROVIDE HEATTHROUGH OUTTHE WET
m m PIPE SPRINKLER SYSTEM AREAS AND IN
a a 4 ENCLOSURES FOR DRY PIPE, DELUGE AND
OTHER TYPES OF VALVES CONTROLLING
mia ?a� WATER SUPPLIES TO SPRINKLER SYSTEMS.
6'-9 13'3 13'-3 56
6�LL.: rq h0/ 5. FIRE PROTECTION CONTRACTOR SHALL
NOT BE RESPONSIBLE FOR THE ABILITY OF
+d +d +d - S-0 j THE STRUCTURE TO ADEQUATELY SUPPORT
22 THE FIRE SPRINKLER SYSTEM OR ANY
0'6 VI - T-3 6'-0 5'-3 t'-1t APPURTENANCES THEREOF.
m 4 a 4 R 6.ALL ELECTRICAL, PAINTING OF PIPE,
FURRING,CUTTING OR PATCHING TO BE BY
OTHERS.
i
7. 1"PIPING TO BE EDDYTHREAD 40 WITH
of
THREADED FITTINGS.
dp dp dp °4 7 Q 23 ap GR'OOVEDPIPING TO FIITT NGS. U.N.O.YFLOW WITH
F.
°+ m 9.6"PIPING TO BE SCHED 10 WITH
0'6 13'-3 7-3 6-0 6-3 GROOVED FITTINGS U.N.O.
10.ALL GROOVED COUPLINGS TO BE RIGID
i
m �� 4 UNLESS NOTED W/'F FOR FLEXIBLE.
LL ryQ
6 24
j
m a a e v
�r
-40
w
9 25
1
AFP 11/
q W a
may,
Q a 26
(q 10 4hdA 'l 4 4 6 -,
°° 16'-a 21'-0 21'-0 o
ry
._. _. 1,...,. _ - - - ._. .._ - - _ - - - - - _. -,_.. .,.. ..,. ._.. _ - - - ... - - - .-_ ..,.. - - Contract With:
EXISTING SHOP TIGARD DISTRIBUTION
OFFICE
m - - - -- --- ----- --- - -- -_.— - -- ---- - —
CENTER, LLC
" + N (�`
2 1 2 2 2 2 2 2 2 11 c+ ' A EXISTING r BRANCH LINE TO REMAIN TYP
0'6 4'6 0'6 9'-0 11'6 76 14-0 4'6 9'6 11'6 r6 14'-0 4'6T-6 13'6 0' 14'-0U-6 T6 9-2 1'S 2'-11 6 _0'6 4800 S MACADAM AVE, SUITE 120
* _ _ _ _ _ _ _ — ( PORTLAND, OR 97239
PM: JOSH HAYNES
r- 4 4 PHONE: 503.784.8187
m 9 fV
7
m Contract Name:
4 r
`N 1° 12 CUTAND RECONNECT EXISTING 2"BRANCH LINES 27 H U NZI KE R
TO NEW 4"MAIN
FFICEH� q A��
EXISTING 2"BRANCH LINE TO REMAIN TYP. WAREHOUSE
- - - - - - - - -- - - - - - - - - - - - -
60 �% a 8001 SW HUNZIKER STREET
2 2 2 h✓ z z 1 2 2 2 TIGARD, OR 97223
0' 160'-6 9'-0 11'6 2.6 14'-0 4'6 9'6 11'6 r6 14'-0 4'6 T-6 13'6 0' 17.0 8'6 �T6 10'-7 2'-11 6 0'6
I I
a Y8
i
OVER HEAD GARAGE DOOR - - - - -. .- - - -"- - -. -. - -- --. -... ..,- - - -�. - -.-. - - - .-.. .-. - - ..-. .- - -..` - .- -- --. -.-
Drawing Ttle
14'-0 4�FFIRE SPRINKLER PLAN
hg^ 1-0O'�+ 264
2'-0 17-0 4.6 EXISTING 2"BRANCH LINE TO REMAIN TYR
� 4 F2to
� F- y9 � b 32Y 21'-0 21'-0 14'-221'-0 21'-0'.
to
L AUXILARY DRAIN
ILL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Date: SEPTEMBER 22ND,2021
Job Number: 240273
Designer: A.HOFFMAN
Building Permit: -
N HUNZIKER WAREHOUSE Drawing No.
FP 2