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10215 SW HALL BLVD-4 I / - I •� `�'(c_ T1 Lz- j Vj • (4, Site El.ectricalrr Service Drawing � � r PANEL Il PANEL 200 N!iJ-' 120/208V, zprt,4r�rlRr i± DESCRIPTION BKR AMI' A ti C1RCUfl' -A 1) C AMA BKR D1SCRIPTION c,t Sile Li i,tin 1 30 1,620 i 2 216 20. t Site Luting - �s wiO ►L - -- Site Li Klin 1 ®30 1,t,?O 3 4 1,620 -_- __. --- �-.---- 30 1 Site Li htiug � v, ._ ___a__-_ Site L hti .- lnlerior L Klin I 20 158 S 6 1,620 30 1 -i _ttg U 7 ---- -""�- - y --- 7 8 1,454 20 1 Interior Lighting - •� ,. 0 Interior Lgliting 1 20 lAol - Interior Lighting �G Pf'f -- - - - - Exit/Egress 1 20 �624 9 l0 1,467 20 1 - 1 - - _ _ _ - - 20- South Water Heal 2 20 ,SOt)` 11 12 1,080 _20 l_ _C.ecept_/checkout_. � h !_ C) Soullt Water Heal-- 2- _20 - 1,500 13 14 I,U8n _20_ -1 Rece t. /Checkout '- Office Rece t_f s_ 1 --20 - 1 080 1> 16 3,528 40 3 RTU -2 n c-�C� �- - Office Receptts - 1 20 ,260 l7 18 3,528 �40_ 3- RTU_2- _- I South Ba its 1_ 20 8Gu 40 3 _ P.'tU t� -- 21 2 19 20 3,528 -- .�. F 1�1 K � , -- --- v - -- - J20 I §P-are ---- C. C_Pk�vt \ - RTU-3 3 40 J 996 ,996 23 24 20 _ _ �._�I�I ED -RTlJ-3 3 4U_ 26 20 - -space 1 �S - --RTU--j. - 3 40 3,996 2S _ _ - S�_-- -- - - 27 28 _ _ - -- C ace 1 2 ro -� r��' 4e S ace 1 �20 29 30 20 �`- - --p--- . _ - 20 l S ac. t 1 i, �� { =. f 7 �` Space 1 20 .3I 32 _ _ .__ E_ J4 1 - - - - ----- 3 _p;- � __� Space -1_ 20 3 34 20- 1 S a�.e �a. r 5�,` r,► _--_____--_rr n __..�'�T- -- _-��- `•� �i Space ---- 1- -20 35 36 20 1 Space -- _ - - -- +___ S ace �lIC� -----Space 1 20- 37 38 20 1 _ � space 1 20 39 40 20 l _Space -_ - - pOth ----Space - -- 41 42 Space SUBTOTAL 9,437 1,320 914 6,278 6,615 6,2281SIJBTOTAL .A . \. ` I --.----- � PHASE A 15,715 va PHASE B 13,935 va _ Loc. Electric Room - PHASE C 14,142 va --Fed From; - Utility C.T. Can -_- - --- - -- - - -_- --- -- - -` fUTAL LOAD - 43,792 va -TOTAL AMPS 122 amps �!- 682 - 49 _ } I Sc�-E.c��.�.e. � cc�� z) roc) A M P C1 _ 0) l q) 0 �,,,t c�c�. / ( I'�11� n c} I�c�� �l����' ►� n t,�c, J I �Q 20$ V ----� Boones Ferry Electric, Inc. I _ Y --_ "Old Fashion Service" 200 NI.B> 120/208V, 3P11,4WIRE Commercial-Indus triai Controls Residential, PANEL #-, P EL ��-til%l)Ul,l -t Service and Remodel Woi k Established 1985 DESCRIPTION JB AMP A 9 C CIRCUIT A B C AMP BKR DESCRIPTION U --- CCB #88482 Tele hone I Alarm 1 20 500 v I 2 1,260 20 1 -Prep. Clean/Lab_ --- (503} 682-4936 ____ rati�tg Rin N'i__-- _1 20 720 3 4 1,500 20 1 - Micro�r�a�_e - OQcrating Rin#3 &#2 1 20 1,260 5 6 1,620 20 1 Lunch, Ref,Dis I Fax (503) 682-7946 / Mobile (503) 519-4973 Exam#8, #9 &#10 1 20 1,440 7 8 1,260 20 _ 1 _ S. Nurses Wk. Ctr, -- John Woodworth N. Nurses Wk. Ctr. - -1 20 ,260 9 10 1,440 20 1 Dr.'s 01Tice#1 &#2 \, ----µ` Estimator/Project Manager P.O. Box 628 N. Baths&Shower 1 �20 1,110 11 12 1,260 20 1 S. Work Center }" Wilsonville, OR 97070 - L) j�hnF�boonesferryelectric.com Work Center -1 _ 20 1,080 13 l4 1,800 20 1 -_ Capicr-_ _ i _ _ -- - I -_Exam Pins&OR#1 _1 T20 ,440 IS (! 1,440 20 -1 Exam Pins. fir.Nurses Sl. Q Exam Rms. &Nurses St. 1 20 1,440 17 18 3,528 m 40 3 R7U -4 -3 _-RTU-1 - 3 40- 3,996 19 20 3,528 40 3 .- R'TU -t _--- RTU-1 3 40 ,996 ,. 21 22 3,528 40 3 RTIJ -4 ---- \ •� _ (---- _ RTU-1 3 40_ 3,99E 23 24 1,500 20 2 North'Nater Heal Q -_ ��wm tse.�° E ANY - - Space -_ 1 -2U-- 25 26 1,500 20 2 -North Water Heat _ _S ace -- _1 20 27 28 20 1 Space__ __ Z MEMORANDUM 01t2 7103 _Space ---1 _ -20_ 29 30 2U 1 Space _ Space _1 2U- 31 32 20 1 Space �' • 0 • u Space -' -2(► 33 34 20 1 _ -S ace -^ TO: CON TAU I: Boones Ferry Flectric John Woodworthe a rr am Space - l 20 35 36 _ 20 1 -- Space Ont% - lne ery _ _ _PHONE: 503 Et32-4936 - 20 1 Space y -- -Space 1 20 3 7 3 8 _ -------- ._._ CUSTOMER NAME erm�io n Y ASsociale5 -� -- - - - -Space 1 20 39 40 20 ADDRESS. tOCtS 5W Hall Blvd Tigard OR _ _ - - f- ---^-�_-_p=,c _T----- Pa1tCl "2A" S ace --- - 1 - -2ij 41 42 -�20 1 Space '7­ ADDRESS, - PCE Vault / Pad Mounted Translortner 200 Arnp Main Breaker SUBI'L.TAL 7,016 7,416 17,806 9,348 7,908 7,908 SUBTOTAL Ij Utility C T Meter Socket (42) CKT. FROM. PUC FNG,1 Ken Gutierrez _ - (13 Jaw /PGE Approved) 120/208V 30 4W - ---- - a-- - - - - - _ - - - PHASE A IG,3G va 503 570-0412 --- ._1 111--VASE-- --- - - --- CircleAW 121413 22KAIC Rated PHASE B 15,324 �'a -- Loc, Electric Room ----- -- - .._ ._.- --- -- --- -- E _F RMS PHASE C 15,714 va _ --- ___ _ Fed From; Utility C.T. Cart SUBJECT: 3-PHASE SECONDARY LINE-LINE F WLT G.URR_=h1T 1.---_� ___ ��j A_ -J_ --- --- -- -- TOTAL LOAD 47,402 11 TOTAL AMPS- 132 ams I T _.,FR_MER DAT Utility "C'I'" t'an -�` ( Papel 2E3 - � -- --� - -- -- XFMit Impedance (°�): -_ 1.4 % f DIAt_NETWORK 36X4�X 1 i Wlftl \ T �T 200 Amp Main Breaker MR No 50KAiC hated C n1J ' ' ---� (42) CKT. - iRANSFORMFP SIZE: 151) KVA ,_,_ 1 _ -- Mounting Base - - 120/208V 30 4W (_�Q J ('C� 1�c�f'n (1 �7_Q 2 I C (J�C�S �� C�1 Q �7C`.�C�tr��� ':2 Secondary VOLTAGE (L to L): 208 v WYR< -_----- -____"_.__ _. 1 I - _r 22KAIC Rated r - cel t _ - 1111 --- -�-1 - - _ 1 6n L\Jc\,� �)� Q_�L`� f L _Ic �"1-1�1c CJct r lnt� (L� ��C �� � I oe IR Xv C1,\, C�1`c�. I 1..1 " ) - ,.•'C.ITY OF TIGAFlD ' UM p iso QX (2) 3 PVC Conduits each vvidi . Grov rA 1,C\ L pproved..... E a t ( I ) �1" PVC Conduit (4) 3/0 cu. dnd (I ) 114 cu. gid. onditionally Approvcd t 011 hm Design Load Calculations. -or only Ute work els i.r Cnl,r d in. 1 _ �L ,o Ove.-�f'I ( � - - `_�-- Pnl. Desi nation LI titin Receptacles 1iV C E ul Misc. Totals 'ee Letter ta: Foi o.� . --- --- _ �--111__1 Svc ro _l ��_�_ _ �._..._ -- 57-1�.. �.l -_._.--- --9--p- - Att•jcn. ULT or Pc.` e -- ANEL_S�CONUARYIO�-_�-p 2A 16075 5380 25569 3000 50004r VA __-_L_____.18 -- - Service Grounditlf;: Consisting of(1) 1/t) cu. bonded to rrtetat water 0ipe 28 _ _____ ub Address:, ."_ _- -- - - WIRE 5tzE -- _ - 0 _ 18030 22572 6800 _ 47402 V rv ~n' L G� also bonded to building steel, gds, - -' �l -- - 0 _ ole/ l`w Sgrvlco Wire LEh1GTN. 50 Feet _- at service entrarl, �- - ( ...,._ ._ �__�_ ---- Nurrtber o?R•rvlce !RUNS: 2 Run(s) of: 350 QX � and sprinkler pipes. Also includes ( I) H4 cu connected j 0 Servico WiR[ Resistance it 0.0800 Ohmsrt000 in a continuous length tet the availahle concrete encased _ _ _ - electrode and (2) each 5/8 inch X 8 Ibot gruuhd tads ttlitt. Total load. 16075 - _ 233_ 8141 9800 __ 97408 Stnvlce WIRE Reectnnc� X. - 0.0330 Uhms11000' - _ _ - -- �_ - - - n ( } feet p tt ._ 6 a a __ Code Calc's, note# 1 - - to # 2 Code Load Total. ,;t � ,I'' _ b0 �-0� -� ►:�: 7 Amps I '- 1 e o 8 p Hall Blvd. 10215 � FAULT CURRENT: r - (or SHOW AICUIT CUNREN'') ItlAS Symmetrical ' rr Note #t -Calculated as continuous lighllny load)( plus 7_ °� ) -� BUP2003-00588, ' 1 of 8 (or INTTT(RUr TING CU11RFNl1 120/208V 10 4W .� F.� Service Voltage, A � BUDDIES F�.RRY EJ ECIRIC ► Note #2 -Add 75410 to the IeI><3e:,t motor load . ' )e(- v �t_2 � .� �C `:� ' P, 0. BOX 628 �n�n / WOONVI LE, OR fhb total building load Is; 297 Ai4s at 120/208v 3 phase 4 wire. I � Scale : No>>e ---- ---• -- 1111 -- - �. In r'rint i his Page: "clrl M''rind 0hoose"P►Int 3 Ph"s D2^.la" �j /�''�O 1KnpKa b!.Wtn1�N"011"Vi G�rt.&*d tof-001 by Men C�r�,Best CW4.0,y 0F1 �� "^ COPY NOTICE: IF THE PRINT OR TYPE ON ANY I I I I I I I I I I I I III I I I I I I I I I I I ( I I I I I I I I I III III I l l l i l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I III I l l i l l l l l;l r IMAGE IS NOT AS CLEAR AS TH,S NOTICE, --I_- - ----11- - - -21 3( 4( 1____ � 61 - -.. 1/x. IT IS DUE TO THE QUALITY OF THE No 38 ORIGINAL DOCUMENT Q�£A B�Z G�Z 9iZ Sl�Z 1biZ till L�Z IiZ UlZ 6�I 43iI Lf i 9t 911 6I E�i 7.I L i �i 6 B L 9 9 E Z It�yLin II�IIII IIII�IIII (III III►VIII Ill) ill) IIIA (III (III (III IIIIIIIII (III IIII�IIII (III 1111111►I►I►1111111 IIIIIIIII ►�IIf II�II�IIIIIIII�►IIIIIIII�IIIIIIIII►I►IIi�III�i►II��I► llllll►�I �I►111111 I►����►���►Ul 1l.11l�Ill�1��11►�� 1 I � �►�► ��� criocrTo NOTES I.1, ID A. BISSE'1I S YMBO� 2 23 I ' I A;R l� I ( FSr f' �fp �'___0F_`04 � m 6ka VTL1 � ? / 1 PU'� tq�120 (;,.�tc�.�,�3�A Ck -k l`�II�.�� �, q u r' (�)TON L�� �5� T 1► C�1Ton� Cr)TC�N T (Ili= „ L-1� rf a u Lt) rt 1 c� cN g �� �"T fM G 3� �c�' �.i7 IZ Lu 1 l Cv..c rc\ � �ccA ��ccv z 1v? 111 � VrACK. 1, I�� a 2� LI 1 x.10 1 C�.�# 7 I � fc\ �� � _ I tit z A sf 171 ��1 I �i -- t LUNGN I�'1 P,Ur'PL Y S 1 OR / 7 �— —_ WORK .�EN'ER I� IZ (11,- 17 X1 I0 l(>1 J COPY/Vi.)R DI}. FT OtTICE 11 DR oIpICE F2 Dt2 Gf"EI_cE r ' 1 110 NP/PA C,�� ►� �I -h r [,114 ] LII3 (1cl LII2 ] r`i I �1 l-�) it BACK �Ic-� -- - --- _(T"5) tXiT TTI 11c� IU I-IALLWA, b �. iii r\c\� \� •�4 co ��. _) ql Izc��, ON 'd )� �') \ c� 1 rj) SUPPL7 9Tt20ACzE A( _1L(, r�mD � -- — � M ♦ ! 1jI 1C� � RR_ _I�Ft � I -^-' ,.o I ----1 - 1 \)9j, H lie l l - 1 I �J T J, PALLWAY I Z F-1 -c1 �� .... OWER -- --- - ---- '^1- i1g - � I�i� cNARt6L 10=4 I �— C; -F l l F � F - — C 1) - __ - t EL.r�crre�� �r � ) C. CA \�Q_ �C� ® ,� —_ ��11�/ I 7 12: L E iz5 ('U�1ti ze) C ,� r , 1-1, RECYCLIWi (A � C E 1T'C� �1 r` (2) #1 1 _� kA. ill) C3; KLR\ �FoATI l - [ EXAM '1m � �1(�UJ,(R8E8 l'l (1\�/� - I I.-1 IY_ --- - ) �l 17 1�4� Pone..1,2!'i Izb I~_ J ua It..WAY �xAri � �xAM '� � �- �ti Ckt of 6)7 l I -, (�r � __._ _. C f� 144-] � F .� ImY tit �I� \ G Q OR 03 J< L EXAM '9 '. ) --- (�) ` _ C.1 1`►1 l - �..._ I z`} (� Ex '7 E AMM GF I- "1 �c� Lr 1 ( ) G�� LI IJ� % �� EXAM 144 143 �41 LLW r �`� r .r- 1 Revl0lcn0 9 II' tJ r RY/�11A I t I11G ( S� r 1 OR 't ?9 EXAM u9 I__I35 y EXAM '3 �xl t I II_� � 77 PUYA (I1 ' i ------- — mill Iy� 01 I CAL iLlct %L *IOM 15 0 L S FOYER 120vAC 014N0ARp DUPLEx c 1TLIET AT ACA NEIGNt UNLE53 Noir-D OtNEF 11SE ON FL,*t --- -- 120YAC rc�uR LCX CUTLET AT ADA HEIGHT UNLESS i IOTEC 011-1ERWISE ON PLAN O 2,10YAC ouII_Et Drawn By cke f V01CP,/t10t,ET-1/T"AX JACK - VERIrT" T`r F'E WitN MAF _C Prolecl Nu—be, T NE luK : 1)A to AJCK - VERIFT- TTFIV bill N 02-6 02 1ENANT. •.sun hale � DUAL. Yc' cE 4 InATA JACK - vepi-T WIRINc9 Cir-�r1Elrf� II I ; c I S0JIR1= LENTS WIP-NANT PRIOR TO D awl me �lanin INSTALL, IIcK, o ( 1W15t;Vr STAT Shnel Numhrr I N L- �l__ i l� \ 1 `) NII Blvd. 10215 BUP2003-00568,ELC2003-00247 ��r BOONES FERRY ELECTRIC G P. 0. BOX 628 1,(-\ PCO 1 Q'oA C.C\rc,- co-c_a, �E�\� WMONVILLE, OR 9070 DESIGN DEV. SUBMITTAL ( u . ro �, OV I NOTICE: IF THE PRINT OR TYPE ON ANY I L I I I I f III I I I I I I I III III I I I I I I I III III I I I I I I III III I I I I I I I III III I�1_ L I I III 1 1 1 1 1 1 1 I L I I III III I I III III III III III III III I I III III ! III I I I I I I I I I I I I I I I ' I I I III I IIMAGE IS NOT AS CLEAR AS THIS NOTICE, Ll 1 J 4L __I. I I1_ _ _. I -I I �� I � I -�U I 1 1 I - JaIL IT IS UE O THE QUALITY OF THE N036 ORIGINAL DOCUMENT 919 z 1b z slz z t z o z s t e t L t l slt s t bj t s t z t T G -- s -- 9 _--_-1t✓ z t]iY17N II Illilll VIII II III II I!II) II I I �' I I I � II II III►I►IIII II III►I Illlll111.1111�►II► IIIIIIIII IIjl1. II� IIIrI I 1 1 � i I I II IIIIIIIII IIIIIIII Illilll Illlj► IIII►I 1111111 III►I I � III �� I II II � II illi IIIIIIIII�IIIIIIIIIIIIII,IIII llll�.11i IIIIIIIII�IW�llll,�lllll�l�llll�u�.ul.l II_1111111JII <my NOTP.6 la" 54� Ci-y- 5OL )i0 A. 8I;VTf 4 � z 23 I. SPLIT FACE CMU MONUMENT SIGN BASE. --- I - - 2. CONCRSTE FOUNDATION. R A RUON K-A :.,,, ;,r:,•.x ) . . I 3. PREP CAST CONCRETE ACCENT CA , SLOPED TO DR %AIN' . y 4. ILLUMINATED tr1EH TAL OX SIGN. J OF 0 I I J di effi z oL N z �3 k Z MONUMFHNT 5IGN I a. �, AI v4, . I-w I U u sMi Exterior anid t C U- r :t ff C=) <t *.D " i in an L ht P1 g g� I ----MONUMENT 516 —-- —� � 1 P E fR I M E T E R� W LOCUST ST.I ftEETTREES ■ 1 I I P �'0 -- PUBLIC SID c��''ALKS (4) �t �0 C�k, _ 90 1 EASEMENT � CSLCCESS (1) MON ENT ICON POA IA 2 - ;' _ - — _- �—_ ' E ASE M E N - - s ' z C E 2�' U I N� RES f a,��\z� I- — �r��a«�� �� TI� ` C k�� z �t z �) -a �, I Io ,,� I 5 i , DATA ( TITLE 10) ,4 I _� UK,_- /�" P�'C cn -- roro 'xlOS ' ((0 .F.O S -- _� 1 5TOR' ' BUILE I NCS n r� REQC?IRED YROYOSED 1 � --x - -'r#? - �� ASSUME FIN F R, p � � � � fw1Q 2A I O�/EREI� ' -- ------ - I C��� -'-( \,, 1 ZONE DESI , _� — !� LU ki i 1 ��' ---- - 'I A IN Iz , �" E L E VAT I ON S �� GNA'FION: MUR 2 Medical Clinic/Office Q }— C-1 -/ E N T f�1" --- (Mixed use j Cn .�- i . I residential districts, moderate density) O tY) ---- - I I N4IN. �O TS17 E: None Lot size +/-34,468 sq. ft. —� \J uc- /j I�iIN. OTWIUTII. None nla w 4) Fixture Schedule I � ❑ I , MIN. §E'xBAC'KF 2-A ' -- - ---` - - FRONIYARU:� (C (2-) UF(uof9. scQ,AA P MINIMUM: 1011. 20 fl. \ C.cm(\aktHC I C�f#�2 CKt I I M � WeG �� -7 MAX.TNIUM 20 ft. 20 fl. - t2�#I0c": -m.m I-- --I Z ( I UVCti` +e, 2CSC�� lLQCtiC� ) j L 1 -(SIDE YARD: 0 ft. 17 ft. I ❑ �� r0 2� `� , �0V tJ�nC� U 1�eC. (�W Locust) Qj _- c•� J r �. SIDE YARD: 0 fl. 9611. J (,qW 87tH) Rev!eion9 .• { `" I Vim.- _ �JM-D.04_ — ,�1 —r / / _W KoAN&�. c7��0 Q 10 0 X `�� - REAR YARD: 0 ft _ 11 - -- - -13 -Pi'x +kAf e- c-, .�0 Z �,� ��-i(t ti 4C , e_aC.L�) L C�fzES F RE.,S AG PARKINS W1 MAX: BUILDING HEIGHT: 45 ft. 40 ft. .3 _ - ! INC� �, � �s � - t / ISLANDS � �o CARS) ,� ..� L]Q b0or"'12- 131IL11LUINC AREA: _ - - -SIC-cN�-'�C +/-6,600 sq. ft. - - - - - - _ W '� M c� ` X - - t E) 12 5 \ (3,600 sq. ft. Future) ` X�'� e `� �� MAXI SITE COVERAGE: 80% 70% (+/-24,054 sq. ft.) q TA L5 I — TR,45N EGI--I. - ' (il�clttdes buildings & - 1 5.r LL - S( TALLS �f-} IC ?j 1,L CL=�- -�, e.c\'C�-\ `1 e-C\C� P vnous surfaces)IL L-4- - �- , _ EQu1�. I CLOSURE I � ini er N11N.:LANUSCAPE o - - -- - 1-'� A E�'NATE : A�\ Q_x � � t0 � �� S l `2 �U/o 30% (+/-10,414 sq. it.) /` AI-., C; EQU1RE,NIEN F: - I no. 0- .z � LOGAT FOIA � 2A �_k.`tk y FUT A x' o,aW„ By cke I By No�� 0A0 CQ_�� l� ✓�� '�1vv12 C\OC� PAR ING RH,(2UIREMENTS MAF pB,[a, � � �,,;<rt tbru be,20 � \0 Ck` (N� es�l/1)cntul ORice) 02-602 to c�t,�rc� .� t 1 N1IN. PARKIN(: ' S�� note3.9/1,000 - 24 spaces DEGEME3ER il, 2002 NiE�X. PARKIN(; R.A'1'10: © spaces I S.q/1,000 Zone " " _ ( ) 36 ( 2 HL spaces) O`C ,'2 -Co 36 spaces l r Q. �(� � ►�� � r.2_c' � �, . _ Sheet Number BICYCLE PARKIN(:: 0.4/1,000 (3 bikes) (4 bikes) N I5 I T� FLAN m tm' gym' 4o' �.I c���` �n BOONES FERRY FIECTRW ,al I' = 2m' ~ - ' / P. 0. BOX 628 l�Ct� e�t���C� ) • ; wiLSONVILt.F, OR 91070 DESIGN DEV. SUBMITTAL Hall Blvd. 1021,5 I BUP2003-00568, ELC2003.00247 3 of 8 NOTICE: IF THE PRINT OR TYPE ON ANY III III III 1 1 1 III III 11 I I I II I I I III III I I I I 111 ! III III III III III I I I I I I III III I I I I I I I III III I I III III III 1 1 1 1 1 1 1 III III I I III I II ' 1 1111 1 1 1 1( I II ' 1 1 1 1 1 1 I' I I I 1 1 1 1 1 1 1 1 ) it - - IMAGE IS NOT AS CLEAR AS THIS NOTICE, l I 1_21 I l -I I 141. L- - I 1 . 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LATERA!- t5RACING SYSTEM TO ELGIN WITHIN b FEET 0 10 I OF MRIMETER AND WITHIN 2' OF CROSS RUNNIER z INTEI�CTION; 12 GA. WIRES SECURED TO MAIN z MkNER AND 8+'LAY-FiD W DEGREES FROM EACH I `1 OTLtR AT AN ANGLE NOT e)'cmDING 45 DEGREES -i X tWHA�GEILINC3 PLANE. 'SRACE AT 12 FT. CSL. Q !� o `. eTRLIT ,�1- kACN LATERAL BRACE LOCATi'JihJ, -i. AT DANGERS MORE THAN 1:6 OUT OF PLUMB, ! j PROVIDE COUNTER SLOP+ HANGERS. d. "RE N,d 4eR WIF&6 ARE NOT Po8beLI= Due TO � u � � MOTR11CTIONS, PROVIDE A TRAPSM OR Q t- 't0tAvALENT DEVICE. TRAPEZE SUSPENSIONS FOR SPANS EXCEEDING 48' SHALL B>? A MINIMUM OF ! V Q DAClK-TO-BACK 1/4' COLD ROLLED CHANNELS. 9. CONNECTION PevicEE rO THE SUPPC'Ri IPG I CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. � ID. LIGHT FIXTURE / EQUIPMENT VJPPORT A. WITH INTERMmATE DUTY SUSPENSION 5 i 5TEMB, 12 l!(1 fsA. NANGft SHALL BE ATTACHED TO THE GRic, t`1 \" MEMBERe WITHIN 3' OF EACH COWER OF EACH � FIXTURE. TAMDEM FIXTURES MAY USE. COMMON . WIRES. (•CaA,, \ <f�, - --- --- _ D. LIGHT FIXTURES WEIGHING LESS THAN 56 POUNDS REQUIRE TWO 12 GA. SLACK WIRES FROM tHE FIXTURE ---- -- - - - - --------- - —_ _— _ - - -- - HOUSIM0 TO THE $1FWCTURE ABOVE. 7��F C. LIGHT FIXTURES IN EXCESS OF 56 POUNDS SHALL DH 8UPr(:ARTEp DIRE(:TLY FROM THE STRUCTURE ---- - - --- ---- ---— - � --- - 7=rf J - -- ABOVE. EA --- --- D. dLL LIGHTING PI,-;TURES $HALL BE POSITIvEL*r UN RM - _- _ �$ _ - r- r-- - _ ATTACHED TO T►-!*'-- CEILING SU9PEN31ON SYSTEM. I? 2 m E. CEILING MOUNTED AIR TERr11NALS OR SERVICES LE66 THAI! 20 POUNDS SHALL ®E POSITIVLY A / AVTACNED TO CEILING RI1`NERS WITH 41W �1..EC��'IC,4L NOTES: E 81 IDR -. °2 p ICE l (7) SELF-TAPPIN65 SI-EET METAL SCREWS AT 17' OZ. MAX 9 I S �\ (gj) F. T-12AR CEILINW WAL,�, NOT BE USED TO C�)_ A _ -_ - ._ A euo,et r�a�xrstloN W,aI,Le DECORA TYPE ROCKER SWITCH 4 COVER PLATES A 1 ti -_� _ -- — - - - - ` � ea - ? 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Hanger No. 32 ..• I 'It - -- - - -~r----- ----11 i I 1, I Wood Joist-,,S o� • _.1 1 ; t l t'• 1 ' —o r -lett, I [ . r I or Beamammy Super Screws GST •1,7_ _ •) 8 _4.2 • 4 3_ !� 9-1 9-2 6- 10-0 AW 10-0 ru . - :n - .- -- - -- ----- I I I 'T i I / MIC QOLq eorNAILER-\ 41 (14 MIN 2-0 I `- Minimum Dletance I' 1' Nearest Inch and Noted Q ALL. THREAD 9� I I I I on Plan. RDD Rounded to = Neareel Inch - I ' and Noted ALL THRE - �, I __.-9•_1 I _L on Plan. ROD----- to �uSE -__ ----- ----- 1 Bottom in Joist p usC V Center Line of Pipe. 0 Pla - CENTER OF SWIG P �• Center Line of Pipa, - _-- - -- ---- -A — --- -- --- -- - Swivel Ring Swivel Ring - - Take-Out U �� I �Plae Ta S.Wel Rung V Swivel Ring __ '+• I - - f -- ING PLAN Note on Plan; Hanger Numb'r and "A" Dimension - --` ' Note on Plon. Hanger Number and "A" Dimension L.O-WER-LEVE-LPII'VE SUFPOf.;IS ENCOURAGENICET CERTIFICATIONPRINTED V P R 0%-F D PI,A14S SEP 18 2003 HANGER DETAILS I L I1F TIN-A"ACflED1 `�/'i,le�J r x;� .f•� 11 . ':�: IAGORE, SEi• --- __ ! • ;52, LEVEL IV DELTA FIRE INC. Hull Blvd.10215 I';1`, I?IR EPORI�CB ' "REPORT OFFICE COPY -• •�• •� � J(I Ili ...i �� ria... � -• � ©UP2003.00588.ELC2003.00247 I)ll('IIMIiNFS 7 of e , GENERAL NOTES— , BTANDARD SYMBOLS. STANDARD SYMBOLS.U(3 SYM. TYPE MFG/MODEL TEMP. SIZE FINISH CANOPY FINISH QTY. REV.NO. REVISION DESCRIPTION DATE APPROVALS DESIGN CRITERIA _ --_ - _ _- _ - -------- - -- - - I ALL MATERIAL. '.,U EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED ALARM VALVE 1 SSI, RELIABLE MODEL O 212 1/ 82°° RAss - --- eB ;• CITY OF TIGARD _.-,__ OCCUPANCY- ORD. HAZARD GROUP II INTEGUMFND F - fPOST INDICATOR ILIJ � 2 PIPING DIMFNSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY _ DRY PIPE VALVEN014-RISING • BSP RELIABLE MODEL F-1 155 U4a CHROME F-) CHROME 03 - (1-e) WF'.CH ARE END TO END � i NON-R15INC STEM GATE 7. DENSITY' '20 - _ 0 BSU R008TERTAIL - - - - -- - -- 3. — REMOTE AREA: G DE > 3 EARTHQUAKE BRACING, SHALL BE PROVIDED IN ACCORDANCE WITH NFPA - FLOW SWITCH ,5Q� 0215 SW HALL BLVD. �- � - FIRE HYDRANT M/PUMPER -` _- _ --_- ----��--�- -- -� _ 4 0 PAMPHLET NO 13 _-� - _._.__._.---------- -- � -� -_ -- _ - _- --- INSIDE HOSC' --- 7J0 ---- �•II.1 - WATER MOTOR GONG - - FIRE DEPT. CONNF,TION ("�/�p [,� y 4 PIPE HANGERS AND METHOD OF HANGING TO DE IN ACCORDANCE WITH NF"A � `� __-- --- _-__-_ OUTSIDE HOSE: �— T�GARD, OREGON .✓ PAMPHLET NO 13 �w � --- -- --------- ---- ---_.--- _— _ - r�r - ELECTkIC BELL - ROUBLE CHECK VALVE ASSEMBLY FIFtE , I ■T 5 PIPING SHALL BE IN 1CCORDANCE WITH NrPA PAMPHLET NO 13 --- - -- '-'-` --- WATER SUPPLY .- •-, - DRAIN VALVE - CHECK VALVE - - 1-7E-..-E31C+N B!�`.-.�1-=1� CSN: C JOINING OF PIPE AND nTTINGf,, THREADED AND WELDED SHALL BE IN ACCORDANCE. l - "' --'- STATIC: _- -- 104 111111, FIRE SPRINKLER PLAN WITH NFPA PAMPHLET NO 13 F - GROOVED COUPLING ----.. _ NEW UNDERGROUNN - __ _ N,F.P.A. )3 i y9�� C�t� - - S.W.—_. _ _--_ - - _ -- - --- - --- RESIDUAL: ---- -. ------ DATt Ds-17-03 sCA1.� i/a" = t'-o" sHE1=T FP.i - FIRE•= PROTECTION CONTRACTORS 7 OWNER TO PROVIDED ADEOUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING _ 1874.25 1479. ILA! OR q 2 3 (503)620-4020 IN AREAS PkOTECTEO BY A WET PIPE SPRINKLER SYSTEM �� - EARTHQUAKE BRACE _ EXlBT UNOERGROu'.D -"` -- _ � - __ FLOW: CONT. 03-174 - DRINK M.S. SYSTEM WET - 5 s w 7 rid PC1h 1D Z n -- -- ' J - --- - e STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS - HY IRA000 REFERENCE. POINT - --- -- LOCATION: 1020-3w- 8 �g��- THE RESPONSIBILITY Or THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE -- - - PUBLIC WATER ur, e NOTICE IF THE PRINT OR TYPE ON ANY ,I1II�I III IIII1 I_I IiIIU1II_II-i IIII iI�' i I 1, i I iVI I 1 1 I I I I I i i I I � I IbI I 1�1'111i1"I'I I Jill i 3 4 I / IMAGE IS NOT AS CLEAR AS THIS NOTICE, I No.36 IT IS DUE I u THE QUALITY OF THE ORIGINAL DOCUMENT G � lit�1 _ tIIIIIIII� tI � t t StIIE1II�1 1 9 lit G �ulrlrNlIII,I ,IF11111411111111121 I �11JII4SS � IJI 4 TOP ^F • LiECONTRAC I OIC TO PROVIDE. , I .L INSULATION AT TOP OF ROOF N .f IAllF� V i , URSES W RK GT . _III EXAM 03 EXAM "4 EXAM 05 () - _ DR OFFICE 03 140 139 _138 - -- Lt12] ' �. I �--_-- _• --------- ---�_-- - .__-_-_-- --- __ _= --- - _ - -- -_— __—. --,,,, -_ _. __ �L OCR CROSS SECTION "B" CON-TRACTOR TO PROVIDE INSULATION AT TOP OF ROOF T.O. ---- _ I T Iii ti T( T�I1 C II_. I.I_ i t [ L .1�..[:1. Q�'!fi'-- ll I I �L[l[ITL[ -l]TT[: [I 1.1 ll�t --u 1 IIA]r IL CC �C .II A.I [ ll [I-t�T [L CI r s CCI�.I1 i C li?II-[l RU _ [ . - I �L I , -- C��51 FINI �� F�e� R L E vE L. -- - - - --- NURSES • :erifn��rsrrrNrazns�ar,,;;ym�ra�mJ�rae:cw�rrr�:aamvmavx�nv� ra�¢rttt+Y�s U10RK CTR - - - co = p 1 a ~I Tim OR M3 HALLWAY RR CHARTS ` ' C123� F I N I — SIN. FL"R f WE SUPPORT$ENCOURAGE CROSSSECTION „A„ E T ,{if NICET CERTIFICATION PRI1INTf D Yr )., 1 8 ?003 'JE LAGORE, SET DEI-TA FIRE, ING. 1 Hall Blvd.10215 BUP2003.00588,ELC2003.00247 801 8 GENERAL NOTES STANDARD SYMBOLS.OH STANDARD SYMBOLS.UO all,10, I r T`E I MFG.IMODEL TEMP. SIZE FINISH CANOPY FINISH QTY. REV N() REVISION DESCRIPTION DATE APPROVAI S DFSIGN CRI I FRI.k 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED - ALARM VALVE 11 - POST INDICATOR Q Ssu RELIABLE MODEL G _ u 212 _ 1/2" BRASS -- Be 1, CITY OF TIGARD _ OCCUPANCY: ORD. HAZARD GROUP II _ INTEGUMEND 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY SSP RELIABLE MODEL F•1 155 1/2" CHROME F-1 OHRGME 83 ._ .20 (1-6) WHICH ARE END TO END 0 - DRV PIPE VAI VE T - NON-RISING ;TEM GATE -- -- - - - - - — --- Z. __-_ DENSITY: n p _8su ROOSTER TAIL — — - _ .- --— -- - 3. e _ __ REMOTE AREA: 1500 3 EEA T'QUAKED BjAGNG SHALL BE PROVIDED IN ACCORDANCE WITH NFPA lI - FLOW SWITCHPAMPHLEFIRE HYDRANT W/PUMPER _- `--- —'—"-- --- — 0 10215 SW HALL BLVD. DE t'x - WATER MOTOR a1Nc -.- - — ----._ — - -- -� ---- - - _- — 4, __- INSIDE HOSE: — -- 4 PIPE HANGEP' METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA -� - FIRE DEPT.CONNECTION S. - _—�_._._ _ OUTSIDE HOSE: 250 TIGAR OREGON PAMPHLET NU -t-!!l - ELECTRIC BELL I �_} D i - o II - DOUBLE CHECK VALVE ASSEMBLY __. _ _._. _ -. _ _... __---.—� 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 - 110- - --- -- - -"- WATER SUPPLY 6 JOINING OF PIPE AND FITTINGS. THREADED AND WELDED SHALL BE IN ACCORDANCE 0 - DRAIN VALVE - CHECK VALVE -, .- -.------------- -- ------ ---- - DESIGN BASED ON: STATIC: 104 TITLE FIRE SPRINKLER PIAN FIRE , INC . WITH NFPA PAMPHLET NO 13 - 1 1, - GROOVED COUPLING - - - NEW UNDERGROUND .....__.__ - ---- -- -�---_ _. N.F.P.A. � 13 1994 ..... - -Tp-y-- �- _-- - — - -- - - RESIDUAL: 94 DATE SCALE t r 1'-U" SHEET FP.2 FIRE PROTECTION CONTRACTORS OWNER TO PROVIDED ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING -- --" _� IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM - EARTHQUAKE BRACE ---- _ EXIST UNDERGROUND -'' ---— �- -- --- FLOW: _______ 1874.2 - CONT. 03-1794 DRWN. M.S. SYSTEM WET 147955.W.72rld. PORTLAND,OR 97224 (503)82a4020 6 STRUCTURAL ADEQUACY OF THE 8UILDING TO SUPPORT THE SPRINKIER PIPING IS - HYDRAULIC R'.'ERENCE POINT _ PU811C WATFP LINE - __._ .. _._____________ _ _ _____ __ -_..-. -_- _—_.-... ____...._..- _._-- --- ---- _...`.-._ ---- ------------ TION: 1092�_SW H �/ -- ------ -- -- ------ -THE RESPONSIDILITY OF THE OWNER AND/OR b115 STRUCTURAL REPRESENTATIVE NOTICEi IF THE PRINT OR TYPE ON ANY III I�I III III II III III I I III III I�I i t III I�I III ihI��III III IIT I�I�III III III �• III I�I IIIIIII I�I'III III lil III Ill�lli III IIIjIII�IIIIIjI Iil�lll IIIIIII �III III I IMArF IS NOT AS CLEAR AS THIS NOTICE, -� � -- - �-48 =i - _.�L-- 16 - --� �-I �� 10� - _.11L I J0,1L IT IS DUE TO THE QUALITY OF THE _ _ _ _ No 3e 10'.2k ORIGINAL DOCUMENT ti, L 8G LS E S 6 ff"I'i t6 L e[ 8t Li t 4t i St 8t LT t ( �s � T9 9 1 8 Ei2lu�II III ,,III I119, II�IIII IIII�IIII IIIIIIILIll111�1[II I �IIIIllllllllll llll�IIIIIIIIIiIII;,,III IIII IIIIIII�IIII I IIII�IIIIIIIII iIIIII�i�uIIIIIIIIIii�IIIi�IIII III��ull��ul,ll��u iil�, � i