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Cascade Blvd, 10770
I . . INC of 200 4 423
THIS DRAWING AND DESIGN ARE THE PROPERTY OF BACHOFNER ELECTRIC IN ' BUP' 0-00
11tiE OR REPRODUCTION WITHOUT WRITTEN PERMISSION IS PROHIBITED �c�
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Ex15TWC FIRE HYGRANI
r` GENERAL. No] ES .-
r
All material and equipment to be new and Utidenvriters 37 `
approved.
Is'- til' I6'-Y i'C-c q ca
__7Piping dimensions are center to center except riser
DRIVEWAY aid i imensuw�Ts shown thusly (1--5) 4hich Lire end (A\
cuRe — '- `- --- .` to end. r
CURB PAM!cWG ; - West
4 �,. T_
u � � -� Fire 3yistems
rRASH Earthquake bracing shall be provided in accordance !
�= - pamphlet I 6W E� !Maritime Avenue, afte 304
�1 with NFPA am hlet 1 ,. I _ ,
- Pipe hangers and method of hanging to be in accordance ! _
Vancouver, 1n1A ��
1 with nt�DA pamphlet 13. I ( Z-
r p p _ (360) 69.. 9 fax` (.3) 289-. .208
U EIRE SYSTEM. WEST p
ll r START POINT AT 5 -')' --
c nsloc t Ilulra N I , , Piping shall be in pa
accordance with NFPA pamphlet #13. i IQ
�� + � i I. . t ; WA ,:(k+TP 04• F,RE..Sw1-i 4(r-G I (?R C4kTR LK:. 40731 FO TAX C}' ;r I t't l t o 6
h p Joining of ptpe and fittings, t!lreaded and welded, shall I -4 1- 1 ►-s
2 A
be In accordance with NFPA pamphlet 13. I _._ I ----
I P #
- �.._t� I L.._.�. r � � _ _ i✓�! C>�SCRtQ IDN
u I
-� -- .__ - � . SPRINKLER fAlt$ T
r V� Owner to provide adequate heat to prevent water in - a ti� ire to _y'0)L TSE MFG/WWI r SII.f talr� FMASr1 - ro>'� j
._ _
r p 9 P Y pipe I _--.. , ._t. .._4 r o n _ �, +ecu+ _cEk MIQQFI 11.2 K TSti r►AtcAUC I Ct�iO11f ti I
q i pipes from treezin In areas protected b a wet I e _ 4•
r N 11 spy;nkler system. I = ,�- . - I _�;U OR G[M MODEL_A / 5.b k N.IO' YaRA<4 N/A 26
Row PARK►Ni N h I M -
r W t1R GFIA WW 56 K I5CS' c',Rc �.+�_ _ 17
• �N j Structural adequacy of the building to support the I � � ` I ` ! _� OR Ga WWI 'A` �' ; 5e V 1W_ cNR*w fi c1ARoMc 1
N
N�.
BUILDN , ARKI►rG sprinkler piping s the respons blty of the owner L� AREA--- and/or his structural representative. _--- �- -
r N �) - -6 e til
N t a
c' e MN - 1 Z Sprinkler heads are required to be in the
uN FF E LEV. . i 6 ) . )0 quarter points of the tile. — -- I � I � roT,J SF c�a 5"0ww -ON Trac HaT _ 46 �
♦ ♦ d N SIDE WALK CURB { LT,)rA. SPRWKLEPS~REOUIRED Oil THI�,COWRACT _
N
All .t�r-_ _.
♦ II A,,rinq by others. _
% All pair ting of pipe or hangers by others. --
ti t •� I �\ 1 �1! F mWER LEGEND
♦ N screwed , lu;'Ig: Allied Dyna-Thread }, "_ -J-""!* ` 'L' '"�D__
�N Welded Pipil)g: Allied Dyna--Flo and Schedule 10 ' a cx M �aw RBD M wAc1�IIAE TWJOEO POD i
♦ �'� r WATER METEP AND- �N Standard block Cl fittings. -- - _
♦ BACKFLOW PREVENTER \ N) ENTR VCE _
C C' Ci,WP N TirtXk( NUT
P c , �, E EYE Rao _ R WEAIiE AW.WoR
♦ �
SYSTEM DEMAND 0 RASE OF RISER �� ;� �� - ---
�� SIDE WALK ' — - — — ' ,�% t .� 141 , -- 1\ -• 11 `t I F -- -
F1U`.� 'SHELL T
c PARTS 311 .9 GPM 0 80 4 PSI
If 8(XI
6' BACKFLOW PREIrENTER "�. CURB i: - l _
BY OTHERS b F'11 - - { Q :.._� _'MORT Q:' —
F`,
♦ ! \ WATER FLOW DATA.-
CONNECT TO EXISTING STUB PARwaNc --
♦r, CONTRACTOR TO VERh1' SIZE _ .-_ _ ��
CONTRACTOR
ANG DEPTH PRIOR 'O r,• c o' `� `, APPROVALS `PEQUIREE, —` DISTRIBUTICIN — +
♦ ♦ CONsrRUCTION `� STATIC: '�5 PSI I t t I
•wNER,IAR�';rECT i t>tiaAERJAtN:iKrErT 2
♦ RESIDUAL: 95 PSI 9- 9- 3-10 __r ._M.._._-._._.._._.. _
AUTirORFTv FYIIANT; ,KASDIC110N AUTW)M1Y MiAYMrG ,AJ7501Ct10N 2
♦ PAkxiNG 1,PM FLOWING: 2288 GPM b '" i ce, t 1
Mot
POND
♦ ♦� DATE: 9/25/1996
- --- -------- - - -----
w
510E WALK LOCATION: CASCADE AVE & `" TOTAL
SIDE
HYDRANT GREENQURG ROAD
RoA�: BY OTHERS INFO FROM: TIGARD `' �� �` �` ' ` I -No1=
I t t v I
I DRIVEWAY _ -"�— 9- �-- 9 3-1 �j I Al.IIGAD�tA�KNWrNSf�IPMENT ;,, If NEW Atib !.4iDERlSFJ,EN(JIMfN;tQN
♦� I I UNDERGROUND NOTES: ;{ � ENTER TO 011,1 R E)L LPT
'.>iOWh 14LK'A 1-6) WHICH AW C*10 T,n ENC,
SCO"F OF WORK: FIRE SYSTEMS W.ST ?0 PR0410E NECESSARY 3 EWHOIVE WACINc SMALL BE PROYMO IN ACCt>ItTJM1Cf WITH ?ST'A .
=IY�� '� = a1]W '�= s�Y�c :ss a as m xs ae. ac -- : SAA PAW Y�7 NO 1.,.. C
rv= �tr� �+9'�" z+i r� =qY� '- 1a I I BE Ik AUDRDAKE WITH
MATERIAL AND LABOR TO INSTALL UNDERGROUND PIPING FROM A I � ; a PIE'E. SM1VGf.� AND ME'M00 OF NANGRJ(, TO
I FLANGE INSIDE THE BUILDING TO 5'-0!' PAST THE Cx1TSIDE FACE. ^I NFPA FAMPLET NO. 13. S'
S.W. C ASCA F A`JE_ . of TT�E Fiu+LniNc __ _ _, 4IM11MINc SOF E F w 1l 11*0oA++�c wm+ Nca� PAF DM EA ►yf� J4W8rL; Uf SMF. ANO F1TTN10S. r ,c:, ANO wElOEU SI1AU_ BE Jd�� } i IAf.!(1R[>afVf:t. WIT►+ NiPA W�IF►IiET NO t3
SITE
.ti _ =� --^M, ..- a. ..�,,.� ,s .s . „6 ��, r 4 CONTRACTOR TO SUPPLY FSW WITH CERTIFICATE SHOWING PIPING Cf• O� i
p �y� �"' : "` —4-"` �` �"� '� �"� s _ WAa FLUSHED A1dD TESTED IN ACCORDANCE WITH NFPA I �`? _ _ OYMCP. Ili PHOVII AOEc)♦YiTf. HEAT TO PR1,1EN1 WATER !N PIKS `'kO�A
•1— — Baa a:
S?ANOIARDS �1.1 c4,28 r 'I FREEZING Nl AREAS PR(''tGTED f!1' A WET FyPT SPPfJkiER SriTfN
( { =6 8; I i 4- 8 STRUCTLIU. AOLQUaI i OF THE MADW, TO ':;UPP(xeT TW 4 NFKLFR
-- — N) UNDERGROUND PIPING !S TO HE INSTALLED WITH R(X1QiNG I ! I ! PIPW r. THF RtWONS180'. OF K ',IV*P MW/VP KIS SWC14AAL
REPRESENTA T NF:.
1 - 30'-0" ANG/OR BLOCKMIG
4D
MINIMUM BURY TO BE 36" BELOW MADE BACKFILL TO U'-'F ��� CSA
NATIVE (NJ-SITE MATERIALS
t�] Sv' , , '*40W WAA I.5 ULWO..1, WR UR(�NRr WOO rA01P , WITH A [1EN51TY
F.XCU)SKNVS: CITY CONNECTION FEES, DEVELOPMENT FEES. PE .
STAMP FEES; SELECT FILL. COMPACTION TESTING; LANDSCAPING; " .�` �`b �'�� ' -
.o r,F 15 CPM/%, FT OWR I;�, 14,F+
TREE REMOVAL: STERILIZATION AND/OR STERILIZATION PERMITS, j I -II PARTS AND SERVK,E ARE OEW4111I FOR dk01NARY tA&Ri Oft.W 2 WITH A
/ t 1 I t ' DENSITr ()V 20 GPM/SO.FT (WP 155 SQ.F1 ptp
CUTTING k PATCHING OF ASPHALT OR CONCRETE `'SIDEWALKS, C� —�-- 6---�-' a '`-t CrFF!CE: AAt#Z ARE OFSIG W FOR U HAZWO
PARKING LOTS, AND/OF CURBS ! I --
---.---• ! I I All. GW)C* U MAO PLAIN ENG PWO; TO BE ALLF',D 3`rMA FLOW,
2' t2L;-
-- -- ALL Pvt TU A !1 OYNA THREAD
3. Ail OOR00VE•b rbllF'UW S ETo BE Rt& 11.N.0.
� 4 ► R DETAILS off. ,r,tfT F.
FIA 'At1GE .. .
METAL DECK BUILT-UP RO01 _ rIGIG IN!01A40N
FOR MEZZANIN"t ADDITION
I - '�- +2�`-►� AFF 28 B00 _ _ . i >! `� ' �-o
--- - __
_4_._.
FC
I �� I' - NCH LINE ! R M 1 I +a 1 N0. DE.,t,FtIPT1pN
I IiPRICuT I Ii ' { ti -� t0 I-
`-- MAIN PIPINf � - ��2 ;o I �'L01 I. _._�.... �. 1 � CONTRACT rIAME
30' MAX DEPTH K M'S - I A
CONCkE 1F PANEL 1?S'- KF —. H SDE BOARD ~ Q E N f L I S T _ I I I I 1 I. T ,0 2-0
_ HARLEM DAVIDSON
E-I ,�,,.I
], A' BUTTERFLY VALVE '9 V^ .__ ' Al 10770 SW CASCADE BLVD.
' r PLYWOOD _ � 2. 4' FLOV SWI rCH -} '
C' -c�c 3, 1' INSPECTQRS TEST ,;, ____ _- I I � ! TnARD, OR. 97223
4' to GA" MkTAI sTVOs �3 4, PRESSURE A N
f o 2'-d' D.C. MSTS _ E SSU E G UGc _
_-_—___ ____ .. �' S, 4' CHECK VALVE
/�' (4} 6 2' MAIN DRAIN �_-.I._. ! }- !
j
4.
PLYWOOD
/ FRP E'MIEI_S PENDENT 1— - I I 1 I 1 0 0 �I aRnc r wI1 r�.
I>Fr HORIZONTAL] ( -- FC 1; ., .. -� - --r- o��I MCCORMACK PACIFIC
t>Fwau - ; 0-h ! ! i I __i .. _ _.. r _ . 7190 S.W. SANDBL) G ROAD
Er CMU GROUTED SOLID - F.," CMU GROUTFQ SOt1D 1 - '
ABC START POINT AT FLANGEIn
1 r FC c, T� - ;j AB(ri'E FLOOR D - ._. __ _...L._. L...- �._ _ "� C MAG�T�- JEFF PEYW-A
OR. 97223
-.---- MAIN f'IPIN(; �. ��
� 10� �'F401�'E' 624-20ii0
PHOPE' �=)
SM) W10P 4134
0 0 '''�IY►`r'''
/-SLAB ON GRADE `
:____._......_..._.�----pUNDER
0� � .._.,�.
DWG TITLE: SIE R M E FLAN
P TIGARD
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4' TO F.D.C. FQr'^ Md.... .......�:..............».. .
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SECTION .___.. __ •-PEgtitl?'AQ- u ...«..N._...___. _...w_ ._...._..
2 __ ------- - ----WET�].�_RISER DETAIL # 1 -_ --__�_.�s«�..orl.r Fab,,.................. . . -:.-.:.::...
_P1_iT�' - — - JobAddlMy: ..�+. r•�-�E-.,-.__ .__.___
UNDER MEZZANINE PLAN --
Cascade Blvd, 10770 O.SIGNER G1 _._. J t�'!" SHf..�Y
BUP2000-00423 __ _ _
4 of 4 J STALKUP 5/19,/2000 1-lai-1044 •}_ rP 1-2
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