Plans FPS2013
00146
_- --
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/
VERTICAL RESTRAINT GENERAL NOTES
TOLCO SURGE RESTRAINER TWO POINTS OF RESTRAINT
m 0 1. HARVEY & PRICE TO DESIGN NEW WET SPRINKLER SYSTEM PER NFPA 13R 2010 RECEIVE
MAX
ANY EDITION.
O O � O TYPE 1 - FOR 1" AND 1-1/4" PIPE AND HANGER NOMINAL MAX DISTANCE DIST.
0 0 HANGERMATE yj' PIPE SIZE 2. THIS IS A HYDRAULICALLY CALCULATED SYSTEM BASED ON FLOW DATA PROVIDED BY
ATTIC TRUSS / TOLCO HANGER 'J TYPE 2 - FOR 1-1/2" AND 2" PIPE AND HANGER CITY OF TIGARD. OCT 14 2013
IDE HANGERMATE 3�4' 4'-0" 3. ALL BASEMENT PIPING IS STEEL, ALL OTHER IS TO BE CPVC, UNO.
/ 4. ALL PIPING ABOVE CEILING IS TO BE CONCEALED IN HOUSING, EXPOSED IN BASEMENT.
O ROD COUPLING/ 7ZLIL THREAD ROD 1" 5'-0" 5. FREEZE PROOF/INSULATION IS THE RESPONSIBILITY OF THE OWNER/GENERAL CONTRACTOR. CITY OF TIGARD
0 6. LINE UP ALL HEADS IN A UNIFORM MANNER THAT IS VISUALLY ORGANIZED. BUILDING DIVISIO
/ BALL THREAD ROD PIPE RINGRESTRAINT 7. DIMENSIONS TO PIPE LOCATIONS ARE APPROXIMATE - FITTERS INSTALLING HEADS, PIPE, ETC.
1 1/4 6'-0" NEED TO AVOID LIGHTS, CEILING FANS, SKY LIGHTS, ETC IN CEILING
TWO - POINT 8. SQUARE FOOTAGE OF BUILDING: UNIT 1: 990 SOFT
-PIPE RING
O 1 1/2- 3" 7'-0" UNIT 2: 810 SQFT
BASEMENT: 990 SQFT
- TOTAL: 2,790 SQFT
NO BLOCK HANGER DETAIL 9. ALL PIP= MEASUREMENTS ON DRAWING ARE CENTER TO CENTER.
BOTTOM HANGERMATE TO WOOD SIDE HANGERMATE TO WOOD 10. ALL SITE INFORMATION PROVIDED BY OWNER/GENERAL CONTRACTOR/CITY OF TIGARD.
ONE POINT OF RESTRAINT MAX MAX 11. HANGER LOCATIONS ON DRAWING ARE APPROXIMATE. FIELD LOCATE PER NFPA. U Q MO N
12. UNDERGROUND PIPING, ALARM AND MONITORING WIRING BY OTHERS. - (D O
NOMINAL MAX DISTANCE 13. WOOD FRAME CONSTRUCTION, U.N.O. F t� '- U
HANGER & RESTRAINT DETAILS PIPE SIZE 14. FLUSH UNDERGROUND CONNECTIONS PER NFPA 13R. I- Cn I W
15. CPUC PIPING TO BE INSTALLED PER MANUFACTURER SPECIVICATIONS. MATERIALS USED WITH
TOLCO FIG. 25 IS DESIGNED TO BE USED ONLY 3 °� wU' Z U
/4 0'-9' OR AROUND CPVC PIPING MUST BE CHEMICALLY COMPATIBLE. VERIFY FIRE STOP OR CAULK r O O CL
N.T.S. WITH TOLCO BAND HANGERS FIG. 200 AND 2NFPA WITH USE OF PIPE BEFORE INSTALLATION OF NON-PIPE MATERIALS O O
TO RESTRAIN THE UPWARD MOVEMENT OF PIPE 1" 1'-0" 16. HORZONTAL SIDEWALLS SHALL BE LOCATED 4"-6" BELOW THE CEILING UNLESS OTHERWISE j Z W Z
SPECIFIED BY THEIR LISTING. of Q
AS IT OCCURS DURING SPRINKLER HEAD RESTRAINT RESTRAINT 17. WATER SUPPLY VALVES AND FLOW SWITCHES MUST BE ELECTRICALLY SUPERVISED. ALARM, Q O L0 >_
RISER MANIFOLD: ACTIVATION OR SEISMIC ACTIVITY 1 1/4 1'-4" ONE - POINT ONE - POINT SUPERVISORY AND TROUBLE SIGNALS SHALL BE DISTINCTLY DIFFERENT AND SHALL BE 2 p �W
ADDITIONAL BATT OR BLOWN IN INSULATION (1) DRAIN AND TEST AUTOMATICALLY TRANSMITTED TO AN APPROVED SUPERVISING STATION. ELECTRICAL N W >
TO UNIT 1 (2) FLOW SWITCH 11/2'- 3 2'-0" SUPERVISION SHALL BE BY A LISTED FIRE ALARM CONTROL UNIT (OFC 903.4) (BY OTHERS). Z W_
/ FIGURE 25 SURGE RESTRAINER W Q
18. BUILDING OWNER/REPRESENTATIVE SHALL HAVE THE FIRE DETECTION, ALARM AND
+ (3) PRESSURE GAUGE FOR STEEL OR CPVC PLASTIC PIPE EXTINGUISHING SYSTEMS MAINTAINED IN AN OPERATIVE CONDITION AT ALL TIMES, AND THEY O =
a �p (4) SIGNS ON BODY SHALL BE REPLACED OR REPAIRED WHERE DEFECTIVE. TESTING OF THE SYSTEMS SHALL W
TO UNIT 2 OCCUR AS REQUIRED IN NFPA 25 'WATER-BSED FIRE PROTECTION SYSTEMS" AND NFPA 72
� Yi /STEEL TO CPVC ADAPTOR SP�� OVERALL HEAD LEGEND
"FIRE ALARM SYSTEMS" (OFC 901.6). (N.I.C.)
TO BASEMENT CODE NOTES -
MONITORED CONTROL VALVE
k jJ z WALL SYM CNT NAME METAL TEMP K RESP. NPT MFG. MODEL ESCUT COLOR CONN. 4.3* HYDROSTATIC TESTS
¢� (WIRED BY OTHERS) MOUNT u Q
PIPE TO FDC FDC OO 14 PENDENT WHITE 155 4.9 OR 1/2• GLOBE GL4910 STD WHITE THREADED A.4.3 TESTING OF A SYSTEM CAN BE ACCOMPLISHED BY FILLING THE SYSTEM WITH WATER AND CHECKING
t- \ VISUALLY FOR LEAKAGE AT EACH JOINT OR COUPLING. PRESSURE NOT TO EXCEED SYSTEM WORKING
BACKFLOW O O 9 UPRIGHT BRASS 155 5.6 OR 1/2• GLOBE GL5615 NONE N/A THREADED
PRESSURE.
R-11 OR R19 BATT INSULATION FROM CITY SUPPLY 5 SIDEWALL BRASS 155 5.6 OR 1/2• GLOBE GL5626 NONE N/A THREADED 7.6* ALARMS 0
WARM AIR SPACE TENTED OVER PIPING STEEL PIPING (BY OTHERS) LOCAL WATERFLOW ALARMS SHALL BE PROVIDED ON ALL SPRINKLER SYSTEMS IN HOMES NOT
(NO INSULATION) (BY OTHERS) 18 TOTAL NEW HEADS EQUIPPED WITH SMOKE DETECTORS IN ACCORDANCE WITH NFPA 72, NATIONAL FIRE ALARM CODE. O
SUPPLY/RISER DETAIL FDC DETAIL 8.6 LOCATION OF SPRINKLERS
PIPE TENTING DETAIL 8.6.1 SPRINKERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE OMISSION IS PERMITTED BY
8.6.2 THROUGH 8.6.6.
N.T.S. N.T.S. 8.6.2 SPRINKELRS SHALL NOT BE REQUIRED IN BATHROOMS OF 55 SQ. FT. AND LESS.
N.T.S. SPRINKLER SYSTEM LEGEND 8.6.3 SPRINKERS SHALL NOT BE REQUIRED IN CLOTHES CLOSETS, LINEN CLOSTES, AND PANTRIES THAT Z
FDC TO BE LOCATED 18"-48" HYDRAULIC CALC AREA 2 MEET ALL OF THE FOLLOWING CONDITIONS: t1J d
EXTERIOR ALARM BELL ABOVE GRADE. PIPING (1) THE AREA OF THE SPACE DOES NOT EXCEED 24 SQ. FT. Z H J Q F M
HYDRAULIC CALC AREA 1 (WIRED BY OTHERS) 21 aw=twn ov °°
S202 S2O1 - (2) THE LEAST DIMENSION DOES NOT EXCEED 3 FT.
UNDERGROUND PIPING (3) THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED COMBUSTIBLE m o-N O}
(/i��,l MATERIALS AS DEFINED IN NFPA 220, STANDARD ON TYPES OF BUILDING CONSTRUCTION. 0 U U_
8.6.4 SPRINKERS SHALL NOT BE REQUIRED IN GARAGES, OPEN ATTACHED PORCHES, CARPORTS, AND U a Z LO W W
EARTHQUAKE BRACING TYP. W Q N d
SIMILAR STRUCTURES. U W c
104 1 1 8.6.5 SPRINKLERS SHALL NOT BE REQUIRED IN ATTICS, CRAWL SPACES, AND OTHER CONCEALED SPACES >>-��� I
2- 1 O-O / I ® FIRE SPRINKLER RISER/WATER SOURCE THAT ARE NOT USED OR INTENDED FOR LIVING PURPOSES. �J Q �w I
1
120.0 HANGER REFER TO DEVIL) 8.6.6 SPRINKERS SHALL NOT BE REQUIRED IN COVERED UNHEATED PROJECTIONS OF THE BUILDING U a p F-�
( ) AT ENTRANCES/EXITS AS LONG AS THERE IS ANOTHER MEANS OF EGRESS FROM THE DWELLING UNIT. X��Q w
5.6 20.0 / 2 SLOPING PIPE DIRECTION LLIw0 Q
-10
>DJDJ .<
QI-U
IJV 0 1 / 7,00 5.6 / BRANCH LINE RESTRAINT It_-Q U_
`I 01 / ! V / 0.150 / / 7. / NOTE: _ U o-
0.150
o
( IT IS THE RESPONSIBILITY OF THE _0 d�W Z
I / 4'9R / ,150 ADEQUATEOWNER / GINSULATIONACTOR& HEAT0 PROVIDE r�J ad O X-
8.2 / / / 1 1 1 S204 / / HYDRAULIC CALC REFERENCE ROOF SPACE TO PROVIDE FEEEZE Q
I - - - PROTECTION FOR FIRE SPRINKLER PIPING. N a r
I 0. 50 8 O 8 O 2 0 HYDRAULIC � N
ww 2
/ 20.0 2� SZ 1 20.0 2 NODE POINT 0� PIPE -� a Q W=af W
/ I / I 6 RSE 2 W1 57 ��=mom
1 /' 5.6 4 o
256.0 / 5.6 / 3-5 N � Z
/ Ii N a_Lil-O
{ / 1 g / COMMON PIPE SIZE O 00
/ I 7.00/ 0 O �35-0
U� ZCONNECTION PT. S12 1�� -
4.9R 8 01 / 50 / 2-11 PIPE LENGTH - - - -
r� �I / 0.150 �ARM-OVERaC3 00 08 2 1 1 �°� 130 1--DESIGNAREA 139700.050 S1 2 05 S 103 09 / ; �COVERAGE �
-6 10- BRANCHLINE 01�\KFACTOR Mfr ; 0129 1�
Source Information I
4-8 2
MINPRESSURE 1 "f '
N DENSITY -16
Date of Flow Test/ : 26AUG 13 �,(�
rI�:ROi.lTl]. 1s Atrl il(� ;?R 1'13 it 6s£tY.2? „'i;f i •
1 1 1 Location of flow test data: S on 1,,; F 1E 3�t:: -a MAW
- a
r 1 6-7 2 6-0 14130 SW 105TH AVE I 01C. ¢s
'- 7-412 1 3� 10-7 / 1 2-1U/ 4_4 2 CITY OF TI test I _a4r0 1o45r1
Z ' S5 10450 IU450
cr Source Data Points Pum Data Points W
Ia5 10450
256.0 -6 ( 256. O-O/ 1 I Pressure Flow Pressure Flow ICD it t0520
10450 10050
d- - N D 10450.
t� I 54.00 0.00 I O �p a 10450
4.9R 4 , „ Q � 106501 1a4sn
L cp _ 1 2� ] 43.00 1100.00 N m I $
10050 luasa
9 --- --- . .-- .
8.2 - I --- .2 UNDERGROUND PIPE
14020 10550 10050
_4nm 1Oaso
i (BY OTHERS) �^ o a=]� �.,. .� n45'o
1Q 150
0.050 0.050 ; 1 1 I UNDERGROUND PIPE 1045Q
10450
8-0 3-81 2 FDC (BY OTHERS) 1, :3x, 1f>f 7 I 1440 ion o 10450
10450
i j I -.. 10.450
I.. 10450
.I
€4060 1Dd51
I - W
12 s N 11 - - - - BELL/FDC (ELE. BY OTHERS) 1`� 104 i#�� o
j 10 j I j N cfl 51 N mo
F< o PROJECT LOCATION 10450 1045 >
6-2P. 10450 ; 10050
I ; ^[� °0 32 104'51
O cv I 10450 1005, w
I 2 52 N 10450
faas0 .i 1005
1045
i4i� ]oa5o 10450 10450 10450 loan
i � ^/ f ,` 14130 3 10450
E cV i i j L 250
1 la1z5 I4I1 n 104`'0 104:
int
. o
�---- i l 5-7 8-7 O N O RTH LLJ N
o VICINITY MAP _ _ o I
BASEMENT t,.J
p N.T.S.
FP.1 I Q ^ FP.1 O U I � O
3 I i U `t 1 Calculation results for Design Area 1 - APT1 / ()
LC J E (i This system as shown on HARVEY 8.PRICE CO. company print no dated I ��11q
O
for CANTERBURY APARTMENTS at 14130 SW 105TH /
i I
C=)
I : contract no is designed to discharge at a rate of 0.05 gpm/ftz(Umin/m')of floor area over CITY OF TIGARD (� p O
1 I , t a maximum area of 1024 ft2 when supplied with water at a rate of 62.7 qpm at 41.4 psi at the base of the riser, W. -
r
I I ROOF Hose stream allowance of is included in the above. Approved,:�;;,-t, .kL [ V]� w
I Conditional) Approved z
Occupancy classification: RESIDENTIAL Number of heads flowing: 4 Y PP ......[ ]
I N ! Commodity classification: System Type: Wet See Letter t0:Follow,,,,,,,,,,,,,,,,,,[ ] LLJ
ROOF Maximum storage height: Maximum velocity: 21.13 ft/s Attached................ �J
r" ATTIC Storage orage arrangement:
_ _I e� Permit Number• (3 O o
`V
LOSER � Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 41.4 psi N Address: ��� � � w
cfl i CEILING ATTIC Flow from Overhead sprinklers: 62.7 gpm Pressure Available at Source: 53.9 psi $ • z U W
I iT �_ y. Date ? I,-i MORTIER ENGINEERING STAMP IS � Q LLJ w 0
- ------------ � - 1 - Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 12.6 psi F_ _ �J
FIRE WALL
IN REFERENCE TO SPRINKLER v
N / Flow from Outside Hoses: 0 gpm Z
TOther fixed flows: 0 qpm Design Area l Wet System SYSTEM
CO BY ON HERS'ETS O OTHER � z
H I. ? 1 1 -6 1 00 CEILING APT1 APPROVED PLANS Q Q
Total flow in stem piping: 62.7 m 0
Z w I C UNIT 1 y p p 9' 9P Demand Calculations using Hazen-Williams Method INCLUDE UN-ATTACHED•
,1 - �_t� - - -- - - Additional flow at/be and source: 0 qpm DESIGN ELEMENTS ARE THE
O 7-41 2 2-11 2 -- 8-2 -t9------- v o at/beyond RESIDENTIAL SPECIFICATION BOOK U
I iTotal of all flows: 62.7 gpm .,_ STRUCTURAL CALC RESPONSIBILITY OF OTHERS. O = U_
�` UNIT 2 _! Design Area Density: 0.05 $ �J-J
G 1 OTECH RFT ORT 0
--; rte, C-4 I car Additional Outside Hose: 0 •-- 0
cV
o _0 T ! � z
ff N DOCUMENT ] E�
PRO O o
i 1 I E�' O m 0
"'C _ �• J'
L�i> T I i Calculation results for Design Area 2 BASEMENT LAUNDRY �� 7-0,
-
--1 i I BASEMENT This system as shown on HARVEY&PRICE CO. company print no dated Approved plans �G �G�N F�` 9 U
for CANTERBURY APARTMENTS at 14130 SW 105TH Shall be on )Ob site. � 77 PE 'r � LLJ 0 (� z "'
L�FT I ! contract no is designed to discharge at a rate of 0.15 gpm/ft'(Umin/m2)of floor area over ^ T. , tY N
1 a maximum area of 480 ft' when supplied with water at a rate of 74 qpm at 33.1 psi at the base of the riser. f 0 Q H 00
cn Z o
Hose stream allowance of is included in the above. OFFICE COPY "q OREGONop`� Z Q
E�_�R I i �j,- ( ti i 1,JJq i '' ,. Occupancy classification: ORDINARY I Number of heads flowing: 4 ti O
,J •! I E D P 0"I i j Commodity classification: System Type: Wet 34 2 ���'4RY 1�� o
B'� rN I Maximum storage height: Maximum velocity: 13.77 fVs
SECTION
�A 1. MA 10/11/w
Storage arrangement: 2-3 t�
FIRE SPRINKLER
Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 33.1 psi EXPIRATIQN DA=12/31 NOTES PLANS
AT FIRE WALL Flow from Overhead sprinklers: 74 gpm Pressure Available at Source: 52.9 psj __ /
_ Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 19.8 psi O
- ---------------- - -___. --- -''�- N.T.S.
} r Flow from Outside Hoses: 0 gpm
3_� -4 - Design Area 2 Wet Svstem
1 Other fixed flows: 0 qpm BASEMENT LAUNDRY
UNITS Total flow in system piping: 74 gpm MORTIER ENGINEERING, P.E., P.C.
DemandCalculations using Hazen-Williams Method Additional flow at/beyond source: 250 qpm Occupancy Classification: ORDINARY 1 SUPPLY 144 E. 14T"AVE. FP .
Total of all flows: 324 gpm Design Area Density: 0.15
Additional Outside Hose: 250 EUGENE, OR 97401
FIRE SPRINKLER PIPING PLAN NORTH � PHONE: 541-484-9080
-�- FAXQ541-484-6859 SHEET 1 OF 1
1/4" = 1'-0"
GENERAL NOTES RECIUVED
VERTICALRESTRAINT 1. HARVEY & PRICE TO DESIGN NEW WET SPRINKLER SYSTEM PER NFPA 13R 2010
EDITION.
\ TOLCO SURGE RESTRAINER TWO POINTS OF RESTRAINT 2. THIS IS A HYDRAULICALLY CALCULATED SYSTEM BASED ON FLOW DATA PROVIDED BY NOV 2 12013
MAX CITY OF TIGARD.
CD OMAX DISTANCE 4. ALL PIPING ABOVE CEILING IS TO BE CONCEALED IN HOUSING, EXPOSED IN BASEMENT.ANY 3. ALL BASEMENT PIPING IS STEEL, ALL OTHER IS TO BE CPVC, UNO.
TYPE 1 - FOR 1" AND 1-1/4" PIPE AND HANGER NOMINAL DIST.
O O O ITY O TIGARD
o HANGERMATE ® PIPE SIZE 5. FREEZE PROOF/INSULATION IS THE RESPONSIBILITY OF THE OWNER/GENERAL CONTRACTOR.
ATTIC TRUSS / TOLCO HANGER � � I TYPE 2 - FOR 1-1/2" AND 2" PIPE AND HANGER BUILDINC DIVISION
SIDE HANGERMATE 3/4' 4'-0- 6. LINE UP ALL HEADS IN A UNIFORM MANNER THAT IS VISUALLY ORGANIZED.
O ROD COUPLING/ \ 7. DIMENSIONS TO PIPE LOCATIONS ARE APPROXIMATE - FITTERS INSTALLING HEADS, PIPE, ETC.
0 � ALL THREAD ROD 1" 5'-0" NEED TO AVOID LIGHTS, CEILING FANS, SKY LIGHTS, ETC IN CEILING
El
8. SQUARE FOOTAGE OF BUILDING: UNIT 1: 990 SQFT
BALLRING THREAD ROD RESTRAINT BASEMENT: 990 SQFT
♦ ♦ PIPE 1 1/4 6'-0" UNIT 2: 810 SQFT
TWO - POINT TOTAL: 2,790 SQFT
_-PIPE RING 1 1/2= 3- 7,-0- 9. ALL PIPE MEASUREMENTS ON DRAWING ARE CENTER TO CENTER.
® 10. ALL SITE INFORMATION PROVIDED BY OWNER/GENERAL CONTRACTOR/CITY OF TIGARD.
0 11. HANGER LOCATIONS ON DRAWING ARE APPROXIMATE. FIELD LOCATE PER NFPA.
NO BLOCK HANGER DETAIL _ 12. UNDERGROUND PIPING, ALARM AND MONITORING WIRING BY OTHERS.
BOTTOM HANGERMATE TO WOOD SIDE HANGERMATE TO WOOD 13. WOOD FRAME CONSTRUCTION, U.N.O. _
ONE POINT OF RESTRAINT 14. FLUSH UNDERGROUND CONNECTIONS PER NFPA 13R. W < M N
MAX MAX 15. CPVC PIPING TO BE INSTALLED PER MANUFACTURER SPECIVICATIONS. MATERIALS USED WITH U 3 (0 O
NOMINAL OR AROUND CPVC PIPING MUST BE CHEMICALLY COMPATIBLEVERIFY FIRE STOP OR CAULK IY U
HANGER & RESTRAINT DETAILS MAX DISTANCE
.
PIPE SIZE WITH USE OF PIPE BEFORE INSTALLATION OF NON-PIPE MATERIALS a F- a) I W
16. HORZONTAL SIDEWALLS SHALL BE LOCATED 4"-6" BELOW THE CEILING UNLESS OTHERWISEW
TOLCO FIG. 25 IS DESIGNED TO BE USED ONLY ZE
3�4 p�_g- U Z
SPECIFIED BY THEIR LISTING. �
N.T.S. WITH TOLCO BAND HANGERS FIG. 200 AND 2NFPA 17. WATER SUPPLY VALVES AND FLOW SWITCHES MUST BE ELECTRICALLY SUPERVISED. ALARM, U O CL
SUPERVISORY AND TROUBLE SIGNALS SHALL BE DISTINCTLY DIFFERENT AND SHALL BE W :) U ^0
TO RESTRAIN THE UPWARD MOVEMENT OF PIPE 1" 1'-0" > Z W Z
AUTOMATICALLY TRANSMITTED TO AN APPROVED SUPERVISING STATION. ELECTRICAL
AS IT OCCURS DURING SPRINKLER HEAD RESTRAINT RESTRAINT CE
SUPERVISION SHALL BE BY A LISTED FIRE ALARM CONTROL UNIT (OFC 903.4) (BY OTHERS). Q to O LO >-
RISER MANIFOLD: ACTIVATION OR SEISMIC ACTIVITY 1 1/4 1'-4" ONE - POINT ONE - POINT 18. BUILDING OWNER/REPRESENTATIVE SHALL HAVE THE FIRE DETECTION, ALARM AND = 0 1. 1 W
ADDITIONAL BATT OR BLOWN IN INSULATION (1) DRAIN AND TEST EXTINGUISHING SYSTEMS MAINTAINED IN AN OPERATIVE CONDITION AT ALL TIMES, AND THEY N LLj
TO UNIT 1 (2) FLOW SWITCH FIGURE 25 SURGE RESTRAINER 112_ 3- 2'-0" SHALL BE REPLACED OR REPAIRED WHERE DEFECTIVE. TESTING OF THE SYSTEMS SHALL IZ Cr
3 PRESSURE GAUGE "FIRE ALARM CCUR AS EQUIRED IN SYSTEMS" (OFC 25 901.6)A(TNRC jSED FIRE PROTECTION SYSTEMS" AND NFPA 72 _
(] FOR STEEL OR CPVC PLASTIC PIPE
aTO UNIT 2 (4) SIGNS ON BODY
❑❑ CODE NOTES - W
TO CPVC ADAPTOR 16 Spy
OVERALL HEAD LEGEND
_--STEEL P 4.3s HYDROSTATIC TESTS
TO BASEMENT A.4.3 TESTING OF A SYSTEM CAN BE ACCOMPLISHED BY FILLING THE SYSTEM WITH WATER AND CHECKING
Z MONITORED CONTROL VALVE ; WALL O SYM CNT NAME METAL TEMP K RESP. NPT MFG. MODEL ESCUT COLOR CONN. VISUALLY FOR LEAKAGE AT EACH JOINT OR COUPLING. PRESSURE NOT TO EXCEED SYSTEM WORKING
((WIRED BY OTHERS) j MOUNT u PRESSURE.
PIPE o TO FDC _ FDC 14 PENDENT WHITE 155 4.9 QR 1/2- GLOBE GL4910 STD WHITE THREADED 7.6* ALARMS
0F-
0 9 UPRIGHT BRASS 155 5.6 OR 1/2- GLOBE GL5615 NONE N/A THREADED LOCAL WATERFLOW ALARMS SHALL BE PROVIDED ON ALL SPRINKLER SYSTEMS IN HOMES NOT
BACKFLOW D 5 SIDEWALL BRASS 155 5.6 OR 1/2- GLOBE GL5626 NONE N/A THREADED EQUIPPED WITH SMOKE DETECTORS IN ACCORDANCE WITH NFPA 72, NATIONAL FIRE ALARM CODE. 0
R-11 OR R19 BATT INSULATION FROM CITY SUPPLY 8.6 LOCATION OF SPRINKLERS N
WARM AIR SPACE TENTED OVER PIPING STEEL PIPING (BY OTHERS) 8.6.1 SPRINKERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE OMISSION IS PERMITTED BY
(NO INSULATION) (BY OTHERS)
18 TOTAL NEW HEADS 8.6.2 THROUGH 8.6.6. O
SUPPLY RISER DETAIL FDC DETAIL 8.6.2 SPRINKELRS SHALL NOT BE REQUIRED IN BATHROOMS OF 55 SQ. FT. AND LESS.
PIPETENTING DETAIL 8.6.3 SPRINKERS SHALL NOT BE REQUIRED IN CLOTHES CLOSETS, LINEN CLOSTES, AND PANTRIES THAT
N.T.S. N.T.S. MEET ALL OF THE FOLLOWING CONDITIONS:
N.T.S. (1) THE AREA OF THE SPACE DOES NOT EXCEED 24 SQ. FT. Z
Calculation results for Design Area 1 - APT1 (2) THE LEAST DIMENSION DOES NOT EXCEED 3 FT.
This system as shown on HARVEY a PRICE CO. company print no dated SPRINKLER SYSTEM LEGEND (3) THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED COMBUSTIBLE >:>J W
MATERIALS AS DEFINED IN NFPA 220, STANDARD ON TYPES OF BUILDING CONSTRUCTION. Z~J F
for CANTERBURY APARTMENTS at 14130 SW 105TH Q 0_Q W O
EXTERIOR ALARM BELL z 8.6.4 SPRINKERS SHALL NOT BE REQUIRED IN GARAGES, OPEN ATTACHED PORCHES, CARPORTS, AND W=0O U
1 (WIRED BY OTHERS) contract no is designed to discharge at a rate of 0.05 gpr (Umin/m )of floor area over a >-
H YD R A U LI C C A L C AREA I a maximum area of 1024 ft2 when supplied with water at a rate of 62.7 qpm at 41.4 psi at the base of the riser. PIPING SIMILAR STRUCTURES. O -1 m W
Hose stream allowance of is included in the above. 8.6.5 SPRINKLERS SHALL NOT BE REQUIRED IN ATTICS, CRAWL SPACES, AND OTHER CONCEALED SPACES W Z V)p
- - - - - UNDERGROUND PIPING THAT ARE NOT USED OR INTENDED FOR LIVING PURPOSES. W
Occupancy classification: RESIDENTIAL Number of heads flowing: 4 Lv Q p CL
Commodity classification: System Type: Wet 8.6.6 SPRINKERS SHALL NOT BE REQUIRED IN COVERED UNHEATED PROJECTIONS OF THE BUILDING U_j EE Ad
e
Maximum storage height: Maximum velocity: 21.13 fUs r AT ENTRANCES EXITS AS LONG AS THERE IS ANOTHER MEANS OF EGRESS FROM THE DWELLING UNIT. cr-Z 0 O
! 104 Storage arrangement: y EARTHQUAKE BRACING TYP. ENTRANCES/EXITS J<O M>-
104
a M
/ /
Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 41.4 psi � FIRE SPRINKLER RISER/WATER SOURCE �X M OW Q� v
Flow from Overhead sprinklers: 62.7 gpm Pressure Available at Source: 53.9 psi } W O�
Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 12.6 psi HANGER (REFER TO DET'L) NOTE: W U O 0=
IT IS TJ RESPONSIBILITY OF THE >W
1 2-10 Flow from Outside Hoses: 0 m OWNER f GEN. CONTRACTOR TO PROVIDE UJ Q o
S BEDROOM D R O 0 M / gpm Design Area 1 Wet System �' SLOPING PIPE DIRECTION = 6 to
ADEQUATE INSULATION & HEAT AT Q►-U_ �
LL
Other fixed flows: 0 gpm W O 2
APT1 ROOF SPACE TO PROVIDE FEEEZE 2
„d 01 E Q M 6.0 / 1 Total flow in system piping: 62.7 gpm BRANCH LINE RESTRAINT PROTECTION FOR FIRE SPRINKLER PIPING. N CL U W _
(� errand Calculations usingHazen-Williams Method -a O Z
4.9R / Additional flow at/beyond source: 0 qpm p.j 000
°1
/ / ( / I Total of all flows: 62.7 gpm Design Area eccupancy nsity:tion 0.05 1DENTIAL O Q tr W V
I i ( Additional Outside Hose: 0 N tY W W U)L iv
8'2 / HYDRAULIC CALC REFERENCE 1�012G 2Q��ww
V I N G / Design Area Size: I-W
0. 0 Notes:
3nao1�
NODEHYDRAPOINT 10/40116 ULIC3 anally IOA0325���� ��=m 1--
G40130
PIPE iib 1oAm26h;COONALD Raiinik7irant �i ;2 �(n OZ
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4.9 R / 10450
1(7450 �
i COMMON S12 PIPE SIZE
01
I CONNECTION PT. 1
PIPE LENGTH
-- _----
f / i 2-
11
ee- CC ao 0 5� �; ' �` sz
CLOSET L T ��ARM-OVER
L0.050 06 S103 09 / 130
DESIGNAREA
i. / r ' 35-0 - �' --n �.6 COVERAGE 1
4 IP n
BRANCHLINEKFACTOR o
0.100 MINPRESSURE i o
02 ,�% 1 I 1 Source Information
,,;; I DENSITY icfnni.:]J3�fnr, .• FLvhyirant
_ - DateofFlowTest/Info: 26AUG13 UNDERGROUND PIPE i 4
Z Location of flow test data
-4�z 1 3- 10-7 1 2-1 14130 SW 105TH AVE (BY OTHERS)
06 / (� , ufnm irr 10A[1317 # 1 e-
/ly Source of flow test data
r� �` _,__..... ----.._.., CITY OF TICARD � ( � 1
C SC
256.0 _6 I ___ 256. 0_9/ 1 / / ( )
I
55 BELL FDC ELE. BY OTHERS r0
4.9 R CLOSET 4 Source Data Pants Pum Data Pants W ( CZ)
, 1 1
I Pressure Flow Pressure Flow 0 \_ 1
I 54.00 0.00 0 o PROJECT LOCA. i 0
8.2 . - ---- - ( 43.00 1100.00 Q Ln 1
1
f N m I SIL 1045 w
0,050 0,050 UNDERGROUND PIPE 11aim5 m
(BY OTHERS) II o
BEDROOM C%4 CD I I FDC From: Mark VanDomelen<markv(cuti arg d o ov> Q 0
,S I Date: October 14, 2013, 3:50:26 PM PDT o Z
BATH 12 - I 2 _ VICINITY MAP NORTH
- J To: sam <troutdalesam[gmail.com> - _ W
10 I , 51 N6-2 Subject: RE: Clarification & Confirmation
ml N.T.S.
0 , CD
o Hi Sam,
N In 52 `V) City of Tigard
N � I agree to allow sprinklers to be installed in the dwelling units only. This is based on the fact that 13125 SW Hall Blvd. J
- E there are only two dwelling units in the building and could be potentially built under the Oregon Tigard, OR 97223 Tel: 503.718.2439
5 W N
Q Residential Specialty Code without requiring sprinklers at all. Installing sprinklers per NFPA O
13R within the dwelling units will provide more protection than currently exists. Location: Inspection Date: O w
14130 SW 105TH AVE 1, TIGARD, OR, 97224 2013-11-07 00:00:00 M
f
Thank you, W 0 U
*SPRINKLERS NOT INSTALLED Record Type: Record ID: o
LOSE Commercial - Fire Protection System FPS2013-00146
N BASEMENT/LAUNDRY Mark VanDomelen U) o 0
N
BEDROOM I-
PER CITY OF TIGARD I Building Official Inspection T
KIT LR ►� ROOF Ci of Tigard p yPe= Result: = z
BUILDING DEPARTMENT I ty g 910 Sprinkler Rough-In FAIL T- W
markv a ti arg d-or• o�v
in I ROOF 503 718-2448 0 LLQ
Of
{ ) Comments: p
CITY OF TIGARD �- Y
N -LOSE] � � ' !I Arnc Installation not completed as per approved plans.
Lower portion of structure not installed at this timeAPProved. ( {: f "... [ Q W = 0
N 1 CEILING ATTIC Revise Plans to show as built or install sprinklers conditionally Approved..............[ ] Z III
--- Sce Letter to:Follow.................. w Q Q z
� I � FIRE WALL -----Original Message----- per approved plans. [ ]
CLOSET 1 1 -6 1 From: Sam mai Ito:troutdalesam(rU ai1.coml Attached................[ ] O
N ------- UNIT 1 Sent: Monday, October 14, 2013 3:32 PM PP P >- = L,
1 cf-
0 7-412 2-1 t 2 - _ N oo CEILING o '� Upper portion tested at 200#for 2 hours Addres • 1 C�`'� � O W
Permit Number: ZD " U O
_.._..........._.._ _........................._.._.__a._._._._ _-._._ - -�
�� To: Mark VanDomelen 0
UNIT 2 Note: Underground Sprinkler line not flushed at thig e- Dttte: 11 �j 1 LC) o w
o/ OSET o Subject: Clarification& Confirmation Violation Summary: Z m
O
L 0 S E T J Good afternoon Mark,
BASEMENT Per our conversation this afternoon, OFFICE COPY D LiJ � 0 n
could you please clarify your thoughts on your decision that it is not pertinent for sprinklers in � ~ � Q � 000
---- ' the basement under units 1& 2 at the Canterbury Apartments. Inspector Contractor Z Z W
This will serve as our confirmation to any parties that may inquire an explanation. 0 U o_ '?
1- a_
BEDROOM BATH BE-'L-'JR 00M .
Thank you
34
2 SECTION REVISION. FIRE SPRINKLER
Sam Barnett NOTES / PLANS
2-3 A T FIRE WALL Paul Davis Restoration APPROVED PLANS
( Greater Portland INCLUDE UN-ATTACRED=
1 35N.T.S. STRUCTURAL FP . 1
]-4
O 503 830-7551
UNITSOTECH RFPORT
ISC DOCUMENTS
NORTH R TH Approved pians SUPPLY AT BASEMENT _:PRI u�I�C��
SPRINKLER PIPING PLAN _ _ shall be on job Site. SHEET 1 of 1