Plans (31) NOTE : (6) PERMITS (1 )
SET OF PLANS
BUP2005 -00277
BUP2005 - 00279
BUP2005 - 00280
BUP2005 - 00285
BUP2005 - 00288
BUP2005 - 00290
`
�
. SEE DETAILS BELOW & CIVIL PLAN FOR CON11NUATION
El .
Hanger No. 21 (NO BLOCK)
HANGER NOTE: ALL CPVC PIPING CPVC Pipe Strap
WILL BE STRAPPED WITH UL
APPROVED CPVC STRAP HANGERS. Wood Screw
CPVC Pipe + \ \ \
CPVC Pipe Strap \ \ \
— -._.--- B Ec R civ r.•1 2 ,�
�. f/` O e 1;J P.1. B E G R u Iv1 _ z'} y
2-LAYERS 5/8" SHEETROCK 2-LAYERS 5/8" SHEETROCK /, 1..,�/,r, .;1 , . Iii c;c:r,i �_ o o _ o
REMOTECO ED I EDROO vt
6 0" I E o� 8 00 o I N i N G oo of TMS\01"
AREA 3 9 8'-0" 4'-7" _ o
31 6'—0"
o M
5' 34 1 34 34 • 341
• 4 34 I 4 34 ... 4�.�. "' 4 34 I 34 O —
2-11 6-212 6-112 3 91- -7 —l112 8- 8-414 z �3-212 4--11 8-912 o F I Hanger N o. 24
Side Pipe Strap
I tp 30�< _71)
"• - "
p Y
"
co rr 7
r
EDROOM B DROOM d 10 - --=_ :--- — - rLiVING I
3
Pipe
I � M
de Pip,1St
M
24
r _._. _ _.. Side Pipe Strop
1-LAYER 1 2" RC CHANNEL 1-LAYER 1/2" RC CHANNEL 34 M �. 34 1' ` 4 34 34 4
co I ��f I r i a u4 a + Half of Outside
2-LAYERS 5/8" SHEETROCK ; 2-LAYERS 5/8" SHEETROCK ' � " "•; " 3�M•�'=� �'; �I �' /��\ 6 ;r�: t
LL.^: BA11t , I' I ` a Diameter of Pipe.
GARAGE 1 6-1�1z 1-101 } . 9- z�
• � n� 4•S:F. 0 1?��-
/ P)
3 /
rn _ K' 1E3 Al, I (I �•/1
—....
—
• 1 1 ____._ •�
_.
_ fes} I`I�L
o--v-- , r ...-\ _ }� 1 � _ 2x4 Wood Block Between Joists # 9
12x1-1 4 Self—Threadin Screw
i�-o D I r 1 N G `_�, ^�.—..._ I -r• / ! or Bottom Chord of Roof Truss
_ t '-4' ml 1
i.;L....C S. 00
9�1
BUILDING SECTION 1/8' = 1'-0' � {� 4 _ �r} 0 BATH
\.:._. i ` "1 112—
A
i 9 �' 1 4) 1 1 1 4 114 1 4 4 14 1 4
" I , M , —012 8-0 4-712
-y 2-5 2 1 1 1 18' HD 18' HD 1= 2 6 "
- ,
1 1 • 1 - 1 1 4- 5-2 18' HD 8-0 -6 11
O 0 1-5J 114 r of 8'-�„
i 1-812 4-02 3_1012M 7 0- 3-2 0 18' HDf- -- I 3a •
O __I ! 1 z 4-112
r
8'_0» � I 5
UNIT/A
LIVING%DININGO ! I • 3 S P •
Y
3 I ao ! 3- R o
• u; •
! � 1 I BEDRrJO
HYDRAULIC DESIGN INFORMATION • 2" DO ''
! u�rirJG I I rn ,
41. B.-Dr00M 0 6'-4"
NUMBER 1 CODENFPA 13,99 AREA HAZARD ORDINARY I TYPESYSTEM WET 1
REMOTE
DENSITY INSIDE HOSE OUTSIDE HOSE AREA PER
AREA ROOM GPM/SO. FT.0.1 5 ALLOWANCE 0 ALLOWANCE 250 SPRINKLER 130
J i
TOTAL SYSTEM
REQUIREMENTS: 49.5 Psi 329.OGPM AT FLOW TEST LOCATION
HYDRAULIC DESIGN INFORMATION �p�
NAREA UMBER 2 CODENFPA 13R,99 HAZARDRES TYPE M WET o L�DS 192737551 O 7 UPPE' FLr:::' PLAN 1/8" = 1 '-0"
REMOTE DENSITY INSIDE HOSE OUTSIDE HOSE AREA PER
AREA 4 GPM/HEAD 14 ALLOWANCE 0 ALLOWANCE 0 SPRINKLER 256
# HEADS
TOTAL SYSTEM GENERAL NOTES:
REQUIREMENTS: 45.3 PSI 53.0GPM AT FLOW TEST LOCATION
HYDRAULIC DESIGN INFORMATION
1. ALL PIPING IS BLAZEMASTER CPVC W/ CEMENTED CPVC FITTINGS,
NUMBER 3 CODE NFPA 13R,99 HAZARD RES TS TEYPEM WET
UNLESS NOTED OTHERWISE.
_ — .-..
REMOTE DENSITY INSIDE HOSE OUTSIDE SSE AREA PER
AREA 2 GPM/HEAD 14 ALLOWANCE O ALLOWANCE 0 SPRINKLER 256 -- F r, ;,-, :- -- -- - - - LEVEL PIPING LAYS ON TOP OF BOTTOM CORD OF ROOF TRUSSES.
REM 0 TE -- -- --_ _ -- _ _ ---_ -_ C
�' 1 1''J f,l BE.1il� 0nN4 N1._HEIDROOM i 01RO . IV,.. L ^ i S 4" A �JI' 7
# HEADS _ FIRST & SECOND LEVEL PIPING I ABOVE BOTTOM OF
TOTAL SYSTEM - + oo OI I _ .
50.6 Psi 62.1GPM AT FLOW TEST LOCATION AREA 2 , I =,
- REQUIREMENTS: 1
-- —. _
-r
I -
I �
15'L�" I 3. EXACT LOCATION AND TYPE OF HANGERS AND RESTRAINTS TO BE PER
1 912
_ _—.__- - ! N . N NEPA 13R &
6 I I AND CONFORM WITH
...... _
MIT I I MANUFACTURER'S RECOMMENDATIONS.
-
_ _ _--- -- - -- < w I
TO SPRINKLER SYSTEM D 111 37 � �I t ,_ --- -- - -- -_ �= Ltl • '-^'' 1tt 3 e2 2 s I 133 I I 4. PIPING LENGTHS NOTED ARE FROM CENTER TO CENTER OF FITTINGS.
f F3
34-- . 1
_..-- O
_ . I A CHANNELS, SOFFITS OR ATTICS AND PROTECTED
I ,I N JOI ST
i TK
-- - -- - �� ( • 1"' f- BY A MINIMUM OF 1/2 SHEETROCK.
155 DEG. UPRIGHT _ r J
HORN STROBE, ( \\ 1
/ 3-10 • 3-4 l • i W
WIRING BY OTHERS > rrrr><r • � _. - - - v �I - 1 ,I
- - -- r r __ • jB N I . I I ' 0 6. GLOBE MODEL GL4710 RESIDENTIAL HEAD SPACING RULES FOR THIS PROJECT:
"�T I -- • - ��, ) I�I t
L
Hit == f -1 F.D.C. z O = 16' x 16' MAX SPACING (8' MAX OFF WALL)
112" GRV x SLIP COUPLING------
CENTRAL SPRINKLER COMPANY 1 ' 1 1 1 1 I ` I 0 = 18' x 18' MAX SPACING (9' MAX OFF WALL)
112" RESIDENTIAL RISER MANIFOLD
4 — ' ' - - ' 1 p O
1 W/ FLOW SWITCH, GAUGE & -_ -_- _ _— `S -_--� — _ — --- _ m
212" F.D.C. DRAIN/TEST VALVE. WIRING I _.�, -- ------ __. __ _- - I J' _ .. - - ___..... _ .-. -- -- 11,- -�,4. -. 1
® r� I
1. 1 1
\ BY OTHERS. t TIF2-2- . 3-3 2-4
2 -=_ 9-51z.-- -- -.4-10.._.. 6 __ 4-9 11-5 ---
7 `
_ �- -- _.- _ - -- - -- : _ _ .. ..._.______--- .. ... __-_ _ _a __. .�;F WALL 8c FLOOR/CEILING PENETRATION NOTES:
112" AMES 3000B DOUBLE CHECK VALV W /
" � � ._ _ .__.._... _ _ _ _-- - RISER
t RISER UP .,'t
--- -- — n.
.. Vv
3 4
JND TO START AT 1'-0" ABOVE FLOOR
• 4.... - - - -� -- ___.1 _-- 1. ALL WALL PENETRATIONS BETWEEN SEPERATE UNITS WILL BE FIR STOPPED
112" THIRD x SLIP c ; — o ?J I 25 5-5� ' USING HILTI FS-ONE FIRE CAULKING ACCORDING TO IT'S INSTALLATION LISTING.
2" x 112" CPVC COUPLING 1 -' 1 N 114 N _
ftl t 1 Y !. .....--2-4
DRAIN . 2 a 14 14 13 7- - '-$'2 ___ ..... — - _ 2. UNITS
12
5-61: 5 1012
- - ALL FLOOR CEILING PENETRATIONS ONS BETWEEN SEPERATE UNITS & GARAGES AND
�. _. M _ �_... -11}�t Fr�r
N I
�— - — — � — — — — WILL BE FIRE STOPPED USING HILTI FS-ONE FIRE CAULKING ACCORDING TO IT'S
REMOTE _ __.._ _ _ _ -- -
1 �' '� ( JNh - o INSTALLATION LISTING.
1 r, I I ,t--t='�-y I - Y
AREA 1 � --__-- ----- -- ---- _
�„ — ^1 0 -- _ C_A AGE (AF2A GARAGE
F E N T B -•-
2" CPVC ® 1' ABOVE FLOOR (BY OTHERS) — '� `EA........ _ --- -- OFFICE COPY
GARAGE I� �A.RAC'E 3. ALL UNITS ARE SEPARATED BY 1-HOUR CONSTRUCTION.
SEE DETAILS BELOW & CIVIL PLAN FOR CONTINUATION ❑ --- ❑
❑ ❑
'R::' 3 E ` DETAL
^ GTTY p�TIGARD//—\ Approved .�o�.-Ali-1�411�f$ «#
---..
I, APPROVED PLANS Conditionally Approved-------_---_---
INCLUDE
............... ):
SCALE N.T.S. 1 *SPECIFICATION Ali For only the work as described in:
��D P
STRUCTURAL CALCS See LeT No.UNDERGROUND SUPPLY DETAILS: 4" C-900 SHARED DOMESTIC & FIRE SPRINKLER TO + - 5'-0" OUTSIDE '`-''�D�� � 9 �9�9�9 � 7 �O � v EF_��' F�� ��� 1�8'� - 1 �-�'� GEOTECHREPORT See Letter to:Follow........................ ):
MISCDOCUMENTS • ch-- ---- -------- .......
EACH BUILDING FROM THE 8" C-900 MAIN. AT 5'-0" THE IS A SEPERATE 2" CPVC FIRE SUPPLY INTO Yat�es�obAddr�ss:
E3y; �--���---.Date:
THE RISER ROOM. ALL UNDERGROUND PIPING IS BY OTHERS. THIS INFORMATION IS FOR HYDRAULIC
REFERENCE ONLY.
"THESE PLANS ARE FOR FIRE SPRINKLER SYSTEM CONSTRUCTION ONLY"
0 1' 2' 3' 4' 5' 6' 7' 8'
SPRINKLER LEGEND THESE SHOP DRAWINGS THIS DRAWING IS THE PROPERTY OF JND
' _
NOTES REVISIONS WATER SUPPLY INFO. — WATER MAIN �_� N
DF�RE
o0SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL ESCUT CONN. WERE PREPARED FROM FIRE SPRINKLER INC. THIS DRAWING IS LOANED WITHOUT fit`= "'` SPRI NKLE� 0NC.
- REVISIONS PER CITY OF TIGARD LETTER DATED STATIC 64.0 RESIDUAL 36 O FLOW 1783 DATE 11 24 05 ___________________ �; � �%
THESE SYSTEMS HAVE BEEN HYDRAULICALLY DESIGNED TO Al/30/06
Q 67 RES PEND WHITE 155 4.70 1/2" 7/16 GLOBE GL4710 RECESSED WHITE CPVC ELEV. / PLANS DRAWN BY OTHER CONSIDERATION THAN THE AGREEMENT AND CONDITON N
1/20/06. TEST ` ;-- {'� 1 55 SW GRANT AVE SUrrE ® -nGARD OREGON
PROVIDE 14 GPM/HEAD FOR THE MOST REMOTE 4 HEADS > 3 DRY SIDE WHITE 155 5.60 1" 1/2 GLOBE ND RECESSED WHITE CPVC LOCATION 109TH & CANTEBURY CHANGE —32 LEONARD J_MILBRANDT
® 17 DRY PEND WHITE 155 5.60 1" 1/2 GLOBE ND 2-PC 401 WHITE CPVC TO WATER TAP --------- --------- THAT IT IS NOT TO BE REPRODUCED,COPIED, OR OTHERWISE PHONE NO. (503) 968-5200 FAX (503) 968-5920
IN A DWELLING COMPARTMENT AS DEFINED BY NFPA 13R,99 � SOURCE _____ ARCHITECT _____ DISPOSED OF DIRECTLY OR INDIRECTLY AND IS NOT TO BE
0 1 UPR BRASS 155 5.60 1/2" 1/2 TYCO TY-FRB CPVC OF CITY OF TIGARD BELLEVUE, WASHINGTON CANTEBURY WOODS
GARAGES ARE DESIGNED WITH A HOSE STREAM ALLOWANCE ------------------- USED IN WHOLE OR IN PART TO ASSIST IN MAKING OR TO
OF 250 G.P.M.. APPROVALS WATER SUPPLY INFO. — TANK ------------------- CANTEBURY LANE
PRESSURE CAPACITY ELEV.
JND PLANS FURNISH ANY INFORMATION FOR THE MAKING OF DRAWINGS TIGARD, OREGON
ON SPRINKLER RISER DRAWN BY: _JM_D PRINTS, APPARATUS OR PARTS THEREOF. THE ACCEPTANCE OF THIS B LD G S 1 2 3 5 6 & 7
REVIEWING _
TOTAL LOWER FLOOR HEADS PER BLDG 50 AUTHORITIES CITY OF TIGARD 0CC'Y R-1 JOB #_40629 _____--_ DRAWING WILL BE CONSTRUED AS AN ACCEPTANCE OF THE '
A — TOTAL UPPER FLOOR HEADS PER BLDG 42 FIRE PUMP - FOREGOING CONDITIONS, AND AN ADMISSION OF THE EXCLUSIVE FIRE SPRINKLER PIPING PLAN
RATED RATED PRINT DATE:12/29/05 ___
TOTAL HEADS ENTIRE PROJECT 2489 PSi GPM MFGR MODEL ---------------- OWNERSHIP IN AND TO THE DRAWINGS. SCALE 1/8" = V-0" OREGON LIC.No. 64395 PAGE 1 OF 3
i
Hanger No. 21 (NO BLOCK)
= CPVC Pipe Strap
CD
,F r.J 3PIPING
BEDF 000 2 HANGER NOTE. ALL CPVC
CD
,:, BE DRU0"Al -
B P.O J t t -> \ wood Screw
{ - WILL BE STRAPPED WITH UL
�32� C33 ,'_8 REMOTE APPROVED CPVC STRAP HANGERS. CPVC Pipe
» \ \
5'-� i g1z » 1 - 'z 14-10 �( 1 1 P
:r 7 -O 0-6 a �-
!I�
ARE
III!IsBEDROOr 1 ! - _
-__.. I -.. \ \ \
._._.. .-- ..
.
EiH 4 - B H
� 4 2 � - 4-2
u I fi
' Q', r _- _ I )=3st?1 f 1--- 4G. ... -1 CPVC Pipe Strap
I;
+ ii I _ 4 13
{,� - 3- ..._ 4 I1 3 1 �I
�� \
I 3-4� 4J� '� _ 412
--- RNF.
00 -
EDROOM B DROOM p
T.,1-LAYER 5 8" SHEETROCK 3a p N p 3+ ' , \ \ \
/ 2-1 11- M. BATH '-- M. BATI-A - -Tz 22
__- I 2 4 -
r _ - J
6' 0„ _ „ .; � - ;16,� _�,-2 =\s'2 _ *' - % Hanger No. 24
A c 9
- - -� H
1-LAYER 5/8 SHEETROCK T r"'. " It ' 2-°'Z
0 4 ; , ;.; ., � ., � I �., 4 34_ _ 3+ Side Pipe Strap
- - -
S-4'z tg' )1,' .: $'-0" 1-�1 �-� 5-1'z
LIVING 1-LAYER 1/2" RC CHANNEL c" C
f f CD rt Y` -t.tj- Pipe
2-LAYERS 5/8 SHEETROCK _I < ' ; CLOS. TOLCO#24
c Side Pipe Strap
GARAGE CEILINGS ONLY - --- I - T-- MA TER
!,/.ASTER
�
[3ECFijtu" I I BEDROOFA I
'- t\•1A=;T Rr= I MASTER I +
BE:7R00� A I'� Half of Outside
GARAGE a) -----' - -. �-�.
Diameter of Pipe.
TYPICAL DIMENSIONS
®
�L9� X9913-1159 20- 259 29-32 U Lf- IJ- E11-1� FLR 1/8" - V-On / / / / / / / /
2x4 Wood Block Between Joists ,(~12x1-1/4" Self-Threading Screw
or Bottom Chord of Roof Truss
BUILDING SECTION
_ GENERAL NOTES:
HYDRAULIC DESIGN INFORMATION
REMOTE
AREA CODE HAZARD SYSTEM s-� -: + �a
NUMBER 1 NEPA 13,99 ORDINARY I TYPE WET _ LI\ �•J; 0 LIV!NG 0 AN II I 1. ALL PIPING IS BLAZEMASTER CPVC W CEMENTED CPVC FITTINGS,
REMOTE DENSITY INSIDE HOSE OUTSIDE HOSE AREA PER FAMII Y 0 N Nc h I /
AREA I - --- AREA UNLESS NOTED OTHERWISE.
SA ROOM GPM/SO. FT.0.15 ALLOWANCE 0 ALLOWANCE 250 SPRINKLER 130 _ 31 ) _I
TOTAL SYSTEM PSI 8' 32 J 31 7�-4" I � , ri 9 3
REQUIREMENTS: 53.4 s 388.2GPM AT FLOW TEST LOCATION + , , , , 1 1 2. THIRD LEVEL PIPING LAYS ON TOP OF BOTTOM CORD OF ROOF TRUSSES.
M 7-Tz �� 2 ,0 6-10 3-6 11-10 3-s 6-4 3-1812 e -TZ I FIRST & SECOND LEVEL PIPING IS 4" ABOVE BOTTOM OF TJI'S.
AO ( ,
IT-(_,; FZn \ 7 ( I I 8r
HYDRAULIC DESIGN INFORMATION 34 ! - lr �,-1 M
rte'- ._
AREA SYSTEM 2-0 i - - �® t ;11 tI��I '"' o" 2 04� 3. EXACT LOCATION AND TYPE OF HANGERS AND RESTRAINTS TO BE PER
NUMBER 2 CODENFPA 13R,99 HAZARD RES TYPE WET " r
_
! P°.L-Chi E...--.- ..,.2a r�. ' PSI_
' M L, JI:`� �I DIt.JINr_, \• i FOLD CONDITIONS AND CONFORM WITH NFPA 13R &
REMOTE DENSITY INSIDE HOSE OUTSIDE HOSE AREA PER K
--...
AREA 4 GPM/HEAD 18 ALLOWANCE 0 ALLOWANCE 0 SPRINKLER 324 O I t' I .I MANUFACTURER'S RECOMMENDATIONS.
HEADS F.NR- ,{ Dihall` 9 SUPPLY I ( EN FRY
# RISER UP -
r
DIP'-JING
-- 4. PIPING LENGTHS NOTED ARE FROM CENTER TO CENTER OF FITTINGS.
TOTAL SYSTEM 19-0 4 __
REQUIREMENTS: 52.7 PSI 74.OGPM AT FLOW TEST LOCATION � RISER DN }14 � I i .l, ! -
_�._._.
--- , 3 N �1 , „ I-_ 5. ALL CPVC PIPING IS RAN IN JOIST CHANNELS, SOFFITS OR ATTICS AND PROTECTED
CHYDRAULIC DESIGN INFORMATION 1 - i
- _ -"-- - �- - + BY A MINIMUM OF /2" S
_v 10-0 3-8 -+•� , i • i ! - 3-8 10-0 �-"I I
NAREA SYSTEUMBER 3 CODENFPA 13R,99 HAZARD RES TYPE " WET SHEETROCK.
I I
fFr I...I V I N i_, ! .� DW �1 M LIVING -1-,�..
REMOTE DENSITY p INSIDE HOSE OUTSIDE HOSE AREA PER o ;� ., Lf 6. GLOBE MODEL "GL4710" RESIDENTIAL HEAD SPACING RULES FOR THIS PROJECT:
AREA
GPM/HEAD 18 ALLOWANCE 0 ALLOWANCE 0 SPRINKLER 324
°' 2-1 ----- I 2-1 8 _--- 2 i O = 16 x 16 MAX SPACING (8 MAX OFF WALL)
TOTAL SYSTEM
,1 n - 1 r
51.5 36.6GPM AT FLOW TEST LOCATION - '
REQUIREMENTS:
PSI o - --_--.ate o ! - 8 x 18 MAX SPACING 9 MAX OFF WALL)
t<ITC Fi N _
-� I"ITCHm E:
WALL & FLOOR/CEILING PENETRATION NOTES: s
TO SPRINKLER SYSTEM �j WD
9S Q 99913- u 920-2592-32 F 1/8" = 1 '-0" 1. ALL WALL PENETRATIONS BETWEEN SEPERATE UNITS WILL BE FIRE STOPPED
_ USING HILTI FS-ONE FIRE CAULKING ACCORDING TO IT'S INSTALLATION LISTING.
155 DEG. UPRIGHT TYPICAL DIMENSIONS SEE "BUILDING TYPE" NOTE LOCATED ON RIGHT OF PLAN
HORN/STROBE, 2. ALL FLOOR/CEILING PENETRATIONS BETWEEN GARAGES AND UNITS WILL BE FIRE STOPPED
WIRING BY OTHERS USING HILTI FS-ONE FIRE CAULKING ACCORDING TO IT'S INSTALLATION LISTING.
U
2" GRV x SLIP COUPLING N -- 3. ALL UNITS ARE SEPARATED BY 1-HOUR CONSTRUCTION.
CENTRAL SPRINKLER COMPANY a
TOR.G,GE 7i' TOI?WGE
2" RESIDENTIAL RISER MANIFOLD 5'_8°' "' CF= _-
r�, I._
I W/ FLOW SWITCH, GAUGE & � ! ,'
1 •
" DRAIN TEST VALVE. WIRING Y - -- - -
a-. CD -
__ C° , � _..J _ � .��6 •� =�
_.. ! 5
212" F.D.C. / �.._...-_.. _ � i...... -N�
1�
\ BY OTHERS. , 2-0'2 2-D' 1 1 I 1 _..... "BUILDING TYPE" NOTE:
F ! - 5-0'z 5-Q -6 1 M I 1 \ 1 n i 0- -0 5-0'z 1 i' > 1
\\\ 0- 4-4 0- 4-4 '`
�. a -~
! 5'-6" Fl m rLl o
2" AMES 30006 DOUBLE CHECK VALVE j'" 3+tom A��� �; i i JJ yy t
�\, U12 \,, N -�P '1'. '. �`IP e^ \� L}
JND TO START AT 1'-0" ABOVE FLOOR 1 � "F ` " r �-- -: BUILDINGS 8,9,13-15 & 29-32 ARE 2 STORY W BASEMENT BUILDINGS. THE BACK WALL
3-0 �'
20 2 OF THESE BUILDINGS ON THE LOWER LEVEL IS CONCRETE WITHOUT DOORS OR WINDOWS.
----
��� I •� - 22 � AAs THE SPRINKLER SYSTEM LAYOUT AND DESIGN REM NS UNCHA GED.
` 2 112 112 1'z 1'2 1'z 11z 1'z 1 2.! I
DRAIN $
��, ` ; J�3, .. -1 8-5 -8'z 3 I2 z 8-5 3-8'z 3 2 z 1 PSL';-,nr nRc�eza;a t�' I I I I
.i A±If , o�BrAA a 3 f I V
GAF'A.GE GA.F7AGE I } NI ' 1 �� �(
a ;
+,% 2 I
��\ 1 t 1
,� ) ............................
.. yL C :....:._.:.:.:...............
UPPLY 0- -0
I--__-� j REMOTE
TE
1 N �' RISER
I �- 4-3 � .� 10
2" CPVC @ 1' ABOVE FLOOR (BY OTHERS) 5' 0" o 4-3 6 AREA 1
SEE DETAILS BELOW & CIVIL PLAN FOR CONTINUATION I r ar?AGE o - -- - n - ' - -
a,,.,
34
Fm S E " DETAL ALLJ 2 2 l I 6 -2' M 5-10 N I t 34 1 1
iiLI 43
� 4-3 5-p .--- - -
,
4 0 I �
1 _._� 1-6
F.D.C. � I - � � �
CO F _RY ...
SCALE N.T.S. z
Q YSL 721E FP I / PSL 7:06 FS
UNDERGROUND SUPPLY DETAILS: 4 C-900 SHARED DOMESTIC & FIRE SPRINKLER TO +/- 5 -0 OUTSIDE o i - --- -----
H-i
EACH BUILDING FROM THE 8" C-900 MAIN. AT 5'-0" THE IS A SEPERATE 2" CPVC FIRE SUPPLY INTO m �'
THE RISER ROOM. ALL UNDERGROUND PIPING IS BY OTHERS. THIS INFORMATION IS FOR HYDRAULIC - - - - - --
REFERENCE ONLY. 2 RISER "THESE PLANS ARE FOR FIRE SPRINKLER SYSTEM CONSTRUCTION ONLY"
L9� 9913-15 920-2592.-32 LOWER F 1/8" - 1 ,-0"
NOTES REVISIONS SPRINKLER LEGEND THESE SHOP DRAWINGS THIS DRAWING IS THE PROPERTY OF JND -; �p
WATER SUPPLY INFO. - WATER MAIN �� J N D�0�� SPRINKLER, [INC.
- REVISIONS PER CITY OF TIGARD LETTER DATED SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL ~SCUT CONN. STATIC RESIDUAL FLOW DATE WERE PREPARED FROM FIRE SPRINKLER, INC. THIS DRAWING IS LOANED WITHOUT �� �' ��'
64.0 36.0 1783 11 /24/05 PLANS DRAWN BY
THESE SYSTEMS HAVE BEEN HYDRAULICALLY DESIGNED TO A1/30/06
O ,8 RES PEND WHITE 155 4.70 1/2" 7/16 GLOBE GL4710 RECESSED WHITE CPVC ------------------- OTHER CONSIDERATION THAN THE AGREEMENT AND CONDITON t _ =_ _A
1/20/06. 2 DRY SIDE CHROME 155 5.60 1" 1/2 GLOBE ND CHROME EXTENDED CPVC LTEST ELEV.
OCATION 109TH & CANTEBURY CHANGE -32' LEONARD J MILBRANDT z'= 12155 SW GRANT AVE sum ® TnARD OREGON
PROVIDE 14 GPM/HEAD FOR THE MOST REMOTE 4 HEADS TO WATER TAP ------------------- THAT IT IS NOT TO BE REPRODUCED,COPIED, OR OTHERWISE PHONE NO. (503) 968-5200 FAX (503) 968-5920
IN A DWELLING COMPARTMENT AS DEFINED BY NEPA 13R,99 � ® 24 DRY PEND WHITE 155 5.60 ," ,/2 GLOBE ND 2-PC 401 WHITE cPvc SOURCE _____ ARCHITECT _____
GARAGES ARE DESIGNED WITH A HOSE STREAM ALLOWANCE ► 2 RES SIDE WHITE 155 4.20 ,/2" 7/16 TYCO LF II RECESSED WHITE cPvc wFo. CITY OF TIGARD BELLEVUE,_WASHINGTON DISPOSED OF, DIRECTLY OR INDIRECTLY, AND IS NOT TO BE CANTEBURY WOODS
OF 250 G.P.M.. APPROVALS 34 RES PEND WHITE 155 4.70 1/2" 7/16 GLOBE CL4710 RECESSED WHITE CPvC WATER SUPPLY INFO. - TANK ___________________ USED IN WHOLE OR IN PART TO ASSIST IN MAKING OR TO CANTEBURY LANE
1 UPR BRASS 155 5.60 1/2" ,/2 rYco TY-FRB CPVC PRESSURE CAPACITY ELEv. JND PLANS FURNISH ANY INFORMATION FOR THE MAKING OF DRAWINGS TIGARD, OREGON
ON SPRINKLER RISER DRAWN B Y_ JM DPRINTS, APPARATUS OR PARTS THEREOF. THE ACCEPTANCE OF THIS g L D G S 8, 9 , 13- 15, 20- 25, 29- 32
REVIEWING
AUTHORITIES CITY O F TIGARD occ'Y R-1 JOB ------------- DRAWING WILL BE CONSTRUED AS AN ACCEPTANCE OF THE FIRE SPRINKLER PIPING PLAN
JOB #_40629 _
TOTAL HEADS LOWER FLOOR 35 TOTAL HEADS UPPER FLOOR 26 FIRE PUMP PRINT DATE.12 29 05 FOREGOING CONDITIONS, AND AN ADMISSION OF THE EXCLUSIVE
TOTAL HEADS MIDDLE FLOOR 20 TOTAL HEADS ENTIRE PROJECT 2489 PSI RATED RATED MFGR MODEL PRINT DTE:1 �9�---- OWNERSHIP IN AND TO THE DRAWINGS. SCALE 1/8" = V-0" OREGON LIC.No. 64395 PAGE 2 OF 3
1-LAYER 5/8' SHEETROCK HYDRAULIC DESIGN INFORMATION HYDRAULIC DESIGN INFORMATION HYDRAULIC DESIGN INFORMATION HANGER NOTE: ALL CPVC PIPING
1-LAYER 5/8" SHEETROCK AREA NUMBER 3 CODENFPA 13R,99 HAZARD RES SYSTEM WET AREA NUMBER 2 coDENFPA 13R,99 HAZARD RES SYSTEM WET AREA NUMBER 1 CODENFPA 13,99 HAZARD ORDINARY I TysE WET
_ WILL BE STRAPPED WITH UL
RAREREMOTE DENSITY p INSIDE HOSE OUTSIDE HOSE AREA PER RAREREMOTE DENSITY p INSIDE HOSE OUTSIDE HOSE AREA PER RAREREMOTE DENSITY INSIDE HOSE OUTSIDE HOSE AREA PER APPROVED CPVC STRAP HANGERS.
# HEADS GPM/HEAD 18 ALLOWANCE 0 ALLOWANCE 0 SPRINKLER 324 # HEAD54 GPM/HEAD 1 8 ALLOWANCE 0 ALLOWANCE 0 SPRINKLER 324 SO. FT. ROOM GPM/SO. FT.0.15 ALLOWANCE 0 ALLOWANCE 250 SPRINKLER 130
TOTAL SYSTEM TOTAL SYSTEM TOTAL SYSTEM QQ��
REQUIREMENTS: 48.8 PSI 36.8GPM AT FLOW TEST LOCATION REQUIREMENTS: 44.8 PSI 78.9GPM AT FLOW TEST LOCATION REQUIREMENTS: 52.4 PSI 330.OGPM AT FLOW TEST LOCATION DETAILS SHOWN ON SHEETS 1 CX. 2.
co 1-LAYER 1 /2" RC CHANNEL TYPICAL TYPICAL
E ROOM B DROOM - 2-LAYERS 5/8" SHEETROCK
@ GARAGE CEILING ONLY DIMENSIONS DIMENS ONS is,I0ISII��.O�II(IrII B
en' T T 40 All;)
REMOTE 90oz 9 t 8dw
I I I
AREA 3 P.1 P. TE:R BEDRC)OM ......___ h1Ac>i E"f? F3 Df JOM --- ------ - --- r
GARAGE -..._ _...___. _ __......__-_ _...._..--- -_-_._. _ _---- --._------ --__ --- MASTED. BEDR0=01/7 i MA-STER BEDR00 ,1
1
(13A003o
I I ; :I �i - I
� r�
I ; I '
' tii. BEDK0CiM M. BEDRo0�1 1t'• BATT1 1 8-� c0 ttil BEDf?Oc)ti -',T�i -0"
00
( r M. r �} 8
1 -
�o��o�l� ����oo� 1/8" - 1'-0" o
I
»
_....� - 1 8'-0" a
2 8 0 � { I ._._, 7a� 8-0
� ` 1112 .-o. � I ! o� -....\ 2
34 ❑ v -- ''� ❑ 34 34 ❑ - '1 ❑ i 34
4-1D of 1 -- _ _ _..... - t 0 4-10 ! 4-10 o\ 1 �I 4-10
CLOS T' CL0.
GENERAL NOTES: d
[PI CLQ- `,n nn SER N CLOSE_61 k ^L_c1. n�
IS R N
1. ALL PIPING IS BLAZEMASTER CPUC W/ CEMENTED CPUC FITTINGS, - -:=--- =-; ❑ ° ❑, _ -- I o -❑ ,-
/ ! / 1 1 �., li {
UNLESS NOTED OTHERWISE. ! - 34 ;a 4 _ : , �. �__ i _ , 1 I 4 r - ' - - -- - I - - - -
a�
...o _�,,.._... 4
2 mll�, a ;2.:2::�a ' -4 � - 5-0 : - 5- J�ti,._� �I - 1 2 _
i 1 I o _ � n 4
I 3
a: oIa�L »I o ! I Fi
2. THIRD LEVEL PIPING LAYS ON TOP OF BOTTOM CORD OF ROOF TRUSSES. f M. BA-- , n M. » M s'=0 1 G
._/ /^, n I f 141. E3,Yk 1 "O M V'
FIRST & SECOND LEVEL PIPING IS 4 ABOVE BOTTOM OF TJI S. 4_7 ''� �, / r ° 1 > t = > -; --- } - -� �' i _._- �x �� 1 � T + -
o" /
3 BEDR 7C)M 3 4 'S.ff ( 4�.S.F. i :' 3 J 2'S.F. .L t'::3IW DROO
3. EXACT LOCATION AND TYPE OF HANGERS AND RESTRAINTS TO BE PER o- �4 o /Lo A�T� i �,TH ' I ate. -s o- �a-
1 .1BAT / II BATH o I -3 -6 F,_
[3A.1.-1- L:.------... ��. (.1O 'F __._. n „`� =--{ 0 0 Bil h �__:,-J ,,, M __..................:�.�.__......_...__ _I .......�_._.__...... n 11 _.-.-.-�.:-J R u
FOLD CONDITIONS AND CONFORM WITH NEPA 13R & -- a I �� - -- - -.. .- - �..m °0 t f _.......__ _ _
MANUFACTURERS RECOMMENDATIONS. 2 ,.rf[.1 i _--M _. n EEDR311 �� ----� 2- ...._. •...°_• M �,-_.y zr. _ -
1J
0 0 0 ti (- o
I '
- __ _
0 0 � �} o 0 0 oEI o 0
4. PIPING LENGTHS NOTED ARE FROM CENTER TO CENTER OF FITTINGS.
-
' a, ...®�.:....::....:.�. ...:...:..::•-�.®®,.,. :i' O, \ __ :..::,� ae::.:.s.r:.,::..:. rn :..:..::..,.,,,,..:m :.::::..:_ ...:..:.:.ted.....:::.: v,
8'-6"
_
4 it
4 o
5. ALL CPVC PIPING IS RAN IN JOIST CHANNELS, SOFFITS OR ATTICS AND PROTECTED ! Ij
„ 3 3 0 _6 34 3 ' 3 3a -6 3q 3 I
BY A MINIMUM OF 1/2" SHEETROCK. + " 'jJ7,4
/ 2-3 4-0 4-0 2- ! -3 4-0 4-0 2-3
l l
CV
6. GLOBE MODEL "GL4710" RESIDENTIAL HEAD SPACING RULES FOR THIS PROJECT: o € o
BF_DFROOM 3 - BEC>R0C M 3 BEDf-'0of49 3 I BEDROC r.•1 3
O = 16' x 16' MAX SPACING (8' MAX OFF WALL) lfx
BEDPCDO �A 2 BEDRO._NA 2 1:3ED 8001,,1 z _
O f�EDRcor1 2 BEng :oM _. _
= 18' x 18' MAX SPACING (9' MAX OFF WALL) 0 - -- - -- ----- BEDROOM 11 BEDR' >oti., -
WALL & FLOOR/CEILING PENETRATION NOTES.
1 USINGALL ALL HILTI FS-ONEFIRS BETWEEN SEPERATE EE CAULKING ACCORDINGNITS TO IT'SLINSTALLATION LISTING.E STOPPED " LD"S u0-12910_ u992o-ZU'PE 'r rl FLE�' 1/8" = 1 '-0" � �D�D��� ���� rl FLOO'm 1/8" = 1 '-0"
2. ALL FLOOR/CEILING PENETRATIONS BETWEEN GARAGES AND UNITS WILL BE FIRE TYPICAL TYPICAL
STOPPED USING HILTI FS-ONE FIRE CAULKING ACCORDING TO IT'S INSTALLATION LISTING. DIMENSIONS DIMENSIONS
3. ALL UNITS ARE SEPARATED BY 1-HOUR CONSTRUCTION. REMOTE
1 _ . _..._._ __ _._1___ --... + -- I -
r,,, -" -- - - - --i-- _
'soh. - -- _ - __.._._ _. -- -- _ . o _ .- .._...�. .. �
- o....
t1r-
_,
I VI G -
rD - - I rit`1I JG
I
'I C^ININ I`,IN i I�vI 1 f � I � 1 _ ....... I\,IN .
LIVII
IVIr ; 4'-4' =
TO SPRINKLER SYSTEM ; - --- I IV1`1G I 4-4 ;I
. .... w I I I 1 I ( ! ( '� _. I I I ( I I i I 1.1 I I I ( _ n _�. �}�'
2
25s I 9 10 �5 'f �- 614II ! -- jl -
nw we - I` - - D
-- - 87_ i i � 34 h
tl {
i I
I __ _..._... __ _.__...__...- _ I I I 1 -- - _.. _ _ ....... }
3-11 _ -
I .r
-
a
_.. _T
_
I ..
-- a :G:::.D - 1...=-
Y ...._.. .- � o s o I � SU PL ' ° I � _o L- � >t ;�'I�CCt-E_ l
HORN/STROBE, 155 DEG. UPRIGHT - -
o _ RISER J _ - o `o SU PLS I } _
6 7
WIRING BY OTHERS i - -
0_ I .-_....... . .. ._..__`�T IV __....___ T ..........._. KITCHFN [j
`-' - - __
IV
-- -- - - DIN11',1G I - -- u L-INir1r;
J
,
112" GRV x SLIP COUPLING -, - - �,:. _ = _ -- -, .1`rP .__:, :_ ...._ _...._.. 11
CENTRAL SPRINKLER COMPANY ,Lr,Tr�r-.t - ... ,tom ,l 4i s a .IeTl 2'2 3_8�z .-_.._ ' _4 �i _ - I2 ..4-2'z 1_......
112 RESIDENTIAL RISER MANIFOLD I- N .. - - .3 I 3< ...- _. - _� » N �l N _ 3+ _.. _ __ __..... .�-
W FLOW SWITCH, GAUGE & - .� -- -
/ -- - - _ - -- -- -- - - - -- rn ---- -- -- - -
SIIbYiIIW
..0TTIIr'TG _.... - Vl N001<: .: 1 It �� h�) 1 T (, hJC 04': J 1 :� \ /% 2 ---Csp It Tt� - a��rl _+ �.. NC-01< _ 1 ...11-
212' F.D.C. DRAIN/TEST VALVE. WIRING _ ,. - # ._- c. �. . _- - ,, _ - - - _. "7_
o , F t F� «' I -
2-& "' _ - 3-5'z1 ' - -- - d L0 z.3 lii'z..... - M/ " F _ a �� -11- = 1- 'z.3-}'z �.._ ` - 3-�}
w - - ._ 64 a1
=N
1 ET T. 7,7- C �'z a }.1.i.f 1 r z 1 zr g. q_
N 112„ AMES 3000B DOUBLE CHECK VALV - r ,- f _ TF'l ~' raTR I - - - p .... ENT
. i - - - - _ - -I - - -- I � f, -
_� 1
...............
JND TO START AT l'-O" ABOVE FLOOR ........._. •_ _� �____ .-- .- � � �� � �� ._ REVISION
-- i - - -
11z THIRD x SLIP --- - _ ~ - -- --- - � _ _-. -
N <D- N � .. N �- ... _._...... � tl' � - .N ,D.._..
2' x 1'z" CPVC COUPLING ;- ^ _� ...n u 11 -- o %--- ; -00
DRAIN REMOTE - , - - -- -- - - - _...- - ----- -- _ ! -- - -----..
F. -�9 - -- -- -� fin' `��;%
a -6 0-9 ,4 - -6_.
1 __. ......__ _ __ -._..___-__.___ ....._. __. .__
AREA 1
-�'2 _�_-_?_, o-s -- 5-_� ' - 1 1 - .��+Z __._ -?'� 1 ?-- -o-s.. _-......- I I 5 1�o- 1 , d 6/
-- ... � ____ -._ -- - -- -.... - - - - --- - -- -'-- _ - .. - ---._. --- - -
OO d, co I 00 O _ ' ... � -
,t r` GAP..,GE C GAR.-\;:. _
2" CPVC @ 1' ABOVE FLOOR (BY OTHERS) - - --- ---� � _--- _ - �- -- -------- - - - --
I
SEE DETAILS BELOW & CIVIL PLAN FOR CONTINUATION 6-
- _ -_ _ -- .--_ _ __...- - i-- _.__ -_-- - 3-8[_-
s -- A --_-- -- - ..-- _ -- - _ ---- _ _ .._ .___ 1 _.. ..-.- _ -__ - �3'e __.__ A
-- ----- --- - --- ; o-s -s __. - _ I ._ _ - o- 0-9 I - _� - - - I S E R -- -- - - -- --- 0-9 -s --- - _ o- 0-s ----- --- RISER
R � . ....
2 I _ � -
- „ N J - - - --- N
I I
"BEER DETAL
TL_u __ _ _ _W: I _._ - __ -. _� w , _ _ : :_ _ _ __ __ � _ ....._ ..............
SCALE N.T.S. F.D.0
„ _ o O o
UNDERGROUND SUPPLY DETAILS: 4 C-900 SHARED DOMESTIC & FIRE SPRINKLER TO +/ 5 -0 OUTSIDE E LDG� 10-121 90 �g920Q 28 LOWLY' FL' 1/8" = 1 '-0" F.D.C. Q � � ���D�� ` � LOWER FL00`::'�1] 1/8" = 1 '-0"
EACH BUILDING FROM THE 8 C-900 MAIN. AT 5'-0" THE IS A SEPERATE 2 CPVC FIRE SUPPLY INTO o 0
THE RISER ROOM. ALL UNDERGROUND PIPING IS BY OTHERS. THIS INFORMATION IS FOR HYDRAULIC _ w
REFERENCE ONLY. m
**THESE PLANS ARE FOR FIRE SPRINKLER SYSTEM CONSTRUCTION ONLY**
NOTES REVISIONS SPRINKLER LEGEND THESE SHOP DRAWINGS THIS DRAWING IS THE PROPERTY OF JND (�(QQj�} � ��pp pp ��pp
o ,• z• 3• 4• s s• r a• WATER SUPPLY INFO. - WATER MAIN WERE PREPARED FROM d��s�"4.:�? ,JNDFBF SPRQp�1�LL�ER ���lCo
- REVISIONS PER CITY OF TIGARD LETTER DATED sYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL ESCUT CONN. STATIC64.0 Flow ::[TO!W:ATER
ATE FIRE SPRINKLER, INC. THIS DRAWING IS LOANED WITHOUT
64.0 36.0 1783 11 /24/05 PLANS DRAWN BY
THESE SYSTEMS HAVE BEEN HYDRAULICALLY DESIGNED TO
Al/30/06
60 RES PEND WHITE 155 4.70 1/2" 7 16 GLOBE GL4710 RECESSED WHITE CPVC ------------------- OTHER CONSIDERATION THAN THE AGREEMENT AND CONDITON
1/2O/O6. TEST 1)21)55 SW GRAAVE su� ® i VAR® ®13E�a1
PROVIDE 14 GPM HEAD FOR THE MOST REMOTE 4 HEADS ® 12 DRY PEND WHITE 155 5.60 1" 1/2 GLOBE ND 2-PC 401 WHITE CPVC LOCATION 109TH & CANTEBURY -32 LEONARD J_MILBRANDT
TAP --------- --------- THAT IT IS NOT TO BE REPRODUCED,COPIED, OR OTHERWISE PHONE NO. (503) 968-5200 FAX (503) 968-5920
IN A DWELLING COMPARTMENT AS DEFINED BY NEPA 13R,99 3/14/06 - REVISIONS PER FIELD CONDITIONS O , UPR BRASS 155 5.so ,�2 ,�2 TYCO TY-FRB cPvc SOURCE _____ ARCHITECT _____ CANTEBURY WOODS
of CITY OF TIGARD DISPOSED OF, DIRECTLY OR INDIRECTLY, AND IS NOT TO BE
INFO. BELLEVUE, WASHINGTON
GARAGES ARE DESIGNED WITH A HOSE STREAM ALLOWANCE APPROVALS ON SPRINKLER RISER -__-__-__-__-__-___-__-__-__-__-__-__-__-- USED IN WHOLE OR IN PART TO ASSIST IN MAKING OR TO CANTEBURY LANE
WATER SUPPLY INFO. - TANK
OF 250 G.P.M.. FURNISH ANY INFORMATION FOR THE MAKING OF DRAWINGS TIGARD, OREGON
PRESSURE CAPACITY ELEV. JND PLANS
REVIEWING
DRAWN BY: JM DPRINTS, APPARATUS OR PARTS THEREOF. THE ACCEPTANCE OF THIS B L D G S 4, 10- 12, 16- 19 , 26- 28
TOTAL HEADS LOWER FLOOR 43 AUTHORITIES CITY OF TIGARD occY R-1 JOB #_40629 DRAWING WILL BE CONSTRUED AS AN ACCEPTANCE OF THE
TOTAL HEADS LOWER FLOOR BL. 4 33 TOTAL HEADS UPPER FLOOR 30 FIRE PUMP - FOREGOING CONDITIONS, AND AN ADMISSION OF THE EXCLUSIVE FIRE SPRINKLER PIPING PLANS
RATED RATED MFGR MODEL PRINT DATE.12 29 05 OWNERSHIP IN AND TO THE DRAWINGS. SCALE 1/8" = 1'-0" OREGON LIC.No. 64395 PAGE 3 OF 3
TOTAL HEADS UPPER FLOOR BL. 4 124 TOTAL HEADS ENTIRE PROJECT 2524 Psi PM -------------------