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DashNumberEnd (4) ARCHRECT STRUCTURAL ENGINEER MECH./ELEC. EN(* EER CULL OLSON WEEKES ARCHITECTS JAMES G. PIERSON, INC. R & W ENGINEERING,INC, O SIS S,, &TREE' SJI'E _ _ C a a c - ..'G,R�G .,,. _E c,5 10445 SW C.:A'� BEAVERTCN CRE-N 9-ICC5 G -G E•C �C: �"<6 -1256 5C Sq CHRiS TT HIE KING LUTHERAN CHURCH ADDITION 11305 SW BULL MOUNTAIN ROAD TIGARD , OREGON ISSUE DATE : 8 / 4/ 95 JOB # 94019 f - _ - r DRAWING INDEX o MCR STRUCTURALCH ELECTRICAL p�rnMnPuwsMus�SI GENERAL STRUCTURAL NOTES E1 ELEG-RICAL SITE FLAN t DETAILS 52FOUNDATION PLAN E2 FLOCR PLAN LIGLITING4' 53 ROOF FRAMING FLAN E3 FLOOR PLAN POWER/SIGNAL A3 ErTERIOR ELEv CNS 54 FOUNDATION DETAILS N- SECTIONS S5 ROOF FRAMING DETAILS CITY OFTlaARO A= CEILING FLAN A6RCC ALAN Approved............................................................. SECTIONS MECHANICAL For sed ........................................_[ For MIT the work 2a deacn3etlyt PERMIT N0. .�le(1' sr SCJ F _ - ......................1 R c'-� SECTIONS/DETAILS ._ \' .' _ ---•+d _ ETA 6eelenorlo:AAraoh... ............................................[ 1: _ .- _o =_ - � _- ._ _ - _- _ -- _ ILS C:im!L_!_C.LfL ! SYMBOLS CODE ANALYSIS rrd me �•► �i '�a N1 til ER GOUES: UNIFORM BUILDING CODE - 1991 EDITION I 'T Ei'ERCR ESE ✓.: a7 , -ION - ------------- WPv. �..., ' sw ` OF OREGON - STUGTURAL SPECIALTY CODE fi +' a ' e COMMONS E^ITION !EASED ON UNIFORM BUILDING CODE) �E- FE ✓ --ED JANUAR` I, 1993 Witt ST ` ✓ :T CN A107 `— - F_ _ 1„ tF o a, a 'E OF OREGON - 'JNAROM MECHANICAL CODE -?I EDITION CUMG ; _1 = _ - ON ts• DE%. _ =RICAN WITH C ��E tITIE5 ACT ACCESSIBILITY , ITE .zz � 'cLl �5 A.0 - - a w t rs =� WALL n FE "CNSTRUCTON T. FF /-N, _ NON-SPRINK�EREG ,e �z ; sy, sp r21T17LE E w - TITLE OCGUFANG7 � �', b A5.2 w' mi ELEVATIONAGC'T'CNv 5500 SF �r DOOR NUMBEF' TOTAL AREA 14.300 S.F. i�' ! -"71 ,. ._ ---- _- — -- DOOR BREAK LINE w UIQ Y , [ull Moon,eln Rood I I j,r t,p 9 ❑ ,f 95ig3 , ,, PLM 95nr no — � REVISEC IC'�!395 If this no0cc appea s rlearrr, Ih:m the document, the document is of marginal gnnI,iy. 2 4 X IIIII�I b'I kj�LIIIIjII1 Ijlllll VIII �IIIII IICj1 III�I�I I'IIII I IIIIIII hill IIIIIII IIII1 Ij Ijl 1j111 i�_ fljl}VIII CD _ dlul Itllh tkT` thli nllhlll mlhro nnhullllllluumllhm ludmmndlm uulnumldnuhulhmm�dulllmdnu Imliin mlihu h dlti � I C I A IC DRrV�WA'/ -I 0 CHRIST ATCy ��tif , THE KING SHED _ I �~- N89133730 IE 135.23' _______ N8933'. 0"E 1 Will �� '` �-- LUTHERAN LOT 2400 - - - - --- - —; a � 1 �. `�� _ _ r -\ CHURCH HAY m ADDITION k � � r P r EX/S rING I A IO I `� 1� APARTMENT / \ 11105 SW BULL 800ING \� TIGARD, OR. 97224 MOUNTAIN RD. EXIS INr3 (503) 692- 13065 A/C PARKING _ — /NEW C1-1AINL INK � C. � pTRA5H ENCLCSURE q, Cf-I_ P,Pr - --- -- - --- � -� + (� C:1 - -,- ' �— - I I CONTROL ;� 1 C D t. I \< k-�-�=--k - k FENCE � � ® � •� - _ - _ SEE DETAIL i Ga�taGE = r- , `� �c N 1 ALES I 4 aU '� 59EETA�L 77- 1 I A/C +?R!bEWa'r (o/Al s _6. GAS METER VLSTIN J - li m ` 5 CEWAL NEW GCMG. - w �J RET A�C DRI►T WAr . ' WALL I x 1 I O ........ fug 1 Jlt o I I + �t �^Y'l�' �.,� 1 ....'r:r .,. IRRrG, r "�►�^ ' S89 43 30 W 161.01' � �. - 4 U PES. NE GE I . 3 ......... :0 VAL VES \ ST V. '''' .....'. '.'.'... : \ . . EX 51NG • .... X15TING GAS ' \ FrK - -- \ I METER • I ' i I EW DE LK-r+ .. .. `'' • '' I / ... ONE WAY \ I{ PLANTER-BEDS — - - 4__ �+—NEW 'ONE WAY' O ro EX15T1 i CON tAIR \ j Ifill \ EMO EXIST. I I f i T I ;a ' DEPRESSED i � r� CONC, SIDEWALK +'' 1 ;:dS�'9F�{Ca - - FOR NEW Acc SS RAMP / `C7 2282 PAINT N W TEUEIV �. CiROSSW E ISTIN A 1 E r ING i � I � � � A C PA. KING � -cti � r / A/(; ,KING I 4 � 0, �1REUON I r- - ti A'.2 `^ O'8'-0"�J'-.�'. .� \ I NEW TREE - \ I I I I �. ! Q -y' r' --- -- r PLAN'*ER �,, I I ' I T__ ! cn 1� T-�-NE 'ON 4y. I (J ACCESSIBL ROU I ONE WAY AR OW of EXISTING 4' WIDE StRI Ehl 'f�V 0 2 O.C. d" f C T --� — ! DULL OLSON WEEKES lo 11 C N I T i C T • W jw I j I I �` / 319 SW MASTIINGTON ST. N0. 700 5 I ____ - _ PWTLMG, OR 97204 a, I ___ _ . _L_ 0 \• ` - � - - (503) 226-6950 I ----- - r >� -� --. .,•- _.._ -ll "� FAX(503) 42,'r91P1 ; >< 5Al.l°I�uT I REMoV I % � ��-- I' EXTRU D �►''• 4'X4' SQUARE I �_, _ �' 452.34 a � _✓ ' ` I IST. ASP T I I W - 1 CURB AL PAVING FOR NEW I -- ',�-``��., 5 7 4 ' PLANTER DATE — 8/4/95 1 I f• �- JOB N _94019 Ei'I„TING SIDEWALK � DRAWN BY -CURB AND GUTTER cHEcxeD eY r1013 '95 02- 977 ou \\ 2�3gr9� R ..SVR Y NEC0 D � y - P SU.•��Y R �r ptTCN - RANG SITE P Nil ,1 8 A5 G1aN C N "N78p25.55 EGF PAVEMENT --.. - _ 51TE FLAN A181 I\ �pi I'. 2a- v Bull Mountain Read, 11305 ; •.tl/,rvr° `v :,,; BUP 95-0331, PLM 95-0200 2 of 31 6{ If this nulice appears clearer (hall file v'ginal gtlal:ty. document, the document is of n'. � IIIII�I�I�I� U .: �IIW � - -��Ili fliI�IIIIIIIIlI1i11 illllllllllllllllllllllllllli Illillllt (IIlII!!I IIIIIi11111111Illllllllllllllllllllllllllllllllll li��'1�r liiilinl �n ` �►1l� . I . ANNOWN IAwAO . �s_��_� 6J G�¢ Ii O.� ✓ "./i�O�GO�%:��i' ' , . ' r ® — _ — _ I _ ® — ® • • — O , tl�, - . ,fib a i ♦ `:!:•i:i•�❖:•i❖ori i'•� • � - ♦ 'SS•i'rr•i•-SHAM•!♦♦•♦ . ••♦OOS•ri i i ii4`♦`�iSKIN iSiO••Mr♦ - '.- i••r♦9•r•i�'♦!Pr♦MA'i OAi4•♦'l•�iM•iSr r•r. .r i i��••:iiA:•�i i❖:ii'i i•S:•:'• ♦i�':ryi i:`Lri - r♦!•irM•��♦y� -.. •• ♦i•P•�i O�r0 •r - � • ♦♦r r♦rP. ,Q� '1� 'irA i ii0i0•i;i ri.♦•••A♦Ari iiS•riSS•i••O i AOir•:O•:SMr• I ® I 1 . I ' I. I V t `--" CAST-IN-PLACE DCvXL A3 BAR 5,w x 12' + FIN15N GRACE CR 12• G�.G (5r+oor,�, PA/INC SUfaFAGE - _ - -- - -- --- �EX18T. N 3MO"TH FIN13N TNIC ENEI:- CSC ALAE -BUILDING ADDITION � CHRIST .. .. . ;: D 150TH $I!'>E5 OF JT THE KING j lil6' DEFSS JN - C I - _ � $ -3• - _--------- ._ - __ ,�_ LUTHERAN 1 ' Mip@qTN Q _._ _ _-------------_.__.__,.--__ ___------ - I Q - n �' CHURCH `s --- — <� � . --• — �-�•III � 4 � ,)( �'c � ------� � r I � � 7-TL a �� , O• ? ADDI ION JT9 • ' -I I 1 ' ' �� C) ��) �( I �I ( I (--- - Q - F�ANTER BEG -�' Q (o' ii „` I I R 15' i1 41 - -I 3C' Tlfc 5PACIN6 `I I i=� I I W1, � x,6.33 - - ------- - - --- -- ------ - - 11305 SW BULL 3T�xPANSION - - DiJ1,.�L + cCNC SLAB __I �' IhJ T.O.WALL i z 17 MOL'NTA1N R1). JT MATERIALBAR 31OEWALK IaEINF. �I � {— � — --- 1 �0(0.3� - , -- I TUBE A5 PER SPECIFICATIONS - , - ! I I -�' GRANULAR FILL I I T.0 WALL I A4 29 -0" - DRAIN 1©' m' TIGARD, OR. 97224 _ I I ,✓ A. —_--__ --.._.----- ----- (503) 692- 6065 U I ', _ -� , ExPAN31pN JOINT EJ ' TOOL JOINT c-i -�_—t , ( ! _-p= EDGE OF — 5-1� X A4 I - --- ---- �, ------ -- CONC. r T O WALL -323.66 5iDEW/ALK �X I 1.1 U, l� V V , -- -- T.O.WALL SLOP + �I 3 OPE I I F.C. -GONG. r-- CONC .S D A L� IDE I AILS ANGR STONc G.S - - _ F J C O CC)� v,1 .J• AZ i O.W�LL TAINING WALL � �:' �-� _ �(n� RA4~ - - - _- - _ 'FABOVE BOVE " - STORACxE B --i MEETING CLDIN( I P NEL ., 101 CJ iv E� BARTITICN -"• �� 01 I - SEF- DETAIL 151410 -. ____ _ ___ -_.. _. _ -_ _ __.. _ __... _-- ____-- - CR WINDOW ELE vAT ' - IN 1 5 \I A3 ��_ 1. __ _.t IN JANITORS I0Li Y ROOF ACCESS 14 G.J .D - - _ LADDER 5EE -- - - i �--- o_Se - --- SINK E=ETAI L -1/A9 All �7 _ - I I1 GJ. I - v MEETING �'� u - - (P r �% _---- � 1-NR TO B.O „ -- ___..__ ! "J ROOF DECK I f 1 I r- EXIST. SACR15•TY -- - EJ. PAIFTITIQJN � I �E I -_ „ ! � G.J. VCT MULT!PURP05E _ c Oi: 5. II47E � A3 CJ. n: T>~ L\G`' _ .�i I I - - MEETING "I �D� Ihl� ANEW &4-1 5F. � I KITG+;EN � c'� A� r EXI5T 5TOR _ II, ,` ' PART 'o FF C'-m' _ '- p-Wkitt A& 24X 17 Pr j 11� EXIF. MEGN� �6 ;;� � .' _ �4 �.J._. EXIST. NAVE �~_�' f - � ;1 1-NR WALL TO-- -� A4 G�IAINLiNKN ! 112 - II xi T 1 0' R - goo I TRAS+a NCL SURE _- y) „ B.. GCt- DECK se I E CJ j II 3.G UALfC LKi' - _ __- __ _ -_-,. I - _ J. W/ CEDAR SL;AT5 2�E9 S.F. EJ. M .__. .� T :GLOB 2 AGCUST I C FOLDING 9' 9' c � . -i- Uf © Lu Lu UI W IN CL RPC5 T CN -- �� {r1N.,ULATICN 0 1 I - PANES F ION I 5' sa" �". ._. x ! 10 • `� 16'Fm" 1"!EET yCs cs I I ATC:�OR 1 _ — ' N _ C J,l --. _ _ �J _ . a C� r r (;I �1 PANTR" a - -- NEW 4' TNIGK ' T L I I CONC. PAC f{I - 5Qu RE T -E 103 l 1 � ��3 PA" ERNr- 4 � o oDs GSb a xj L � � ----• - -- ----- 111 r� G OLU'"iN ,F rEV EXIST MEN EXIST. A i w Q i ImbL. - - --- - - — — II nQ;� WINDOW WA-L -NR W f { I EXIST. NARTN=X T ;� �ORRIDGR SEAT — ` -6 f uI u ` tIu , - I �� - w--- w X I T T&. �c__ .._ uu 108 31 G 1. W I I 5 SLOPE -+► 0 b NEtiJ l EX 15T Eu'2` S.F. -=� NEW �� --� A.F.F T Ri' ( 2-N WA i-�-F WALL 1 «-, WALL -- -- — - 1-- 1;20 5vIaIWALKj `I F U• n� REL I E5 �. QI 107 ��. ,nj I I � /��`t � 1 � - � D i I - Y °I .5. - (�- _ 1 `1 m O ` s e -- ---- =>�_.. . _ _ A2 _------- ----___._._=�}--O.gTUD j LIQ - � A. �, } I Iz WZJQTS E/1':' M� INFI EyiST ! �;. REMCvE EXIST. —' i V 2282 ! L 106 10�' iL'iN Cl A5PN,4LT WALKWAY J VE.hi C. SO ��,I J ' REMOvE ALL EX15 WING - RE E ✓C'OR5 AND FRAM 6TUE)EXISExlS UJOMF c4 crJ �T I I I I I I EXIST/NEW COMM STUD ExI5T. OCG. WALL w - 1 11 `. IL EXIST, MULTI PURF'C5 4cc Rc �ti 'O FAQ IT yn =X15T, MEN Ei� 5T. HALL .o L_-_a. I ! -'k DULL OLSON V�EEtiPS I I II !� i A A 0 M 1 T 9 0 T 8 D\' I I ^ _ I REMOVE II T*rf=ES 319 SW wASHInC1pf1 sr.,NO. 20� ExI5T. EXIST. OF:. EXIST. OFC. I I A2 V4'• I'- o• I I STUD � WALL 115 116 I (50326--6950 OR , " FAX (503) 273-9192 G5X _ I 5 8 GBx - sl-+E�TNING _ Yat _ -- -- --_ -_-__ Sty ES E'nTH SICES a LG 5�e' GBx • ECT-1 a c r --- 11 _.._—, ---- _ __ - _ ___ � -.._ INCs FAP R XIST. EXIST �� ,I - "t - Ow w.5 2x4 STUC - 2X�o STUD 2X6 STUD - 2x4 STUD ner>r 9/4/95 n I S. FRAMING DS. UI UI U w. �_ W U U w U U U I FRAM ING FRAMING FRAMING N"RDED 51DINC -- j ! �N�W GCNr I BATT INSULATION - roB N 9401fl ' 5TcEwAL< �a! �� A� A4 DRANK B -,X,1 STUD ----- Y - �_ =RfiMING t'I4EC 'U BY PLT LUD' NE _ — _.— } H A NI T C __ - Al 1^i. PL rUJD - - B .,/8" ABX j 5 ATWING '- J / w REMOvE EXIS C.,NC ' �' r X c r l� 2) LA`rER ^' - 2i �.A'rERS-_ 5/8' FIRE RATED - � gvtsio t�13 95 3 . NEATN NG GYP. SNEAT4NG !. SIDEWALf'. FOR INSTALLATION �` -� 3CTN SIDES I BU -DING F-APER - 5;t ;,g�. _ �' 5/8 GBx --- -- OF NEW GCWNSFouTSREPL4cE 5UILGIN(3 PAPER - 12' PLY WD �: - - 2X6 FRAMING BUILDING FAP;=R- ' S'rUG - ,.X& STUC `� 2Xrc 5TU" - FRAMING I, r 2 SLAYERS GBx 2X6 a i UD {- Wi NEW CCNC SICEWALK n I ExleT. G�"P. FRAMING r� r-RAMING I HARGBD 51GING EDIST 2x I FRAMING i -r NARL�BC SIDING - I'2' F✓LYwc I --- I BATT INSULATION - ` � FRlAMING I NARDBD SIDING EATT INSULATICN r=` ( 1 EXIST. PLS WD -- BATT IN5ULATION �--1 z ,45 A� 5 D NGCI=DAAI - Ag I ' P YWGG 2 LOO AN 12 LA, ERs I 1) 1 LAYERS I 1/2' PL-UK., -- I LA, ER5 EXI. , _ � ; OR P� ^ a* 5/8' FIRE RATED 5/8• GBx I 5,8 G BX 5/8' !Ex f'LTWG GY-P. 5NEATF41NG �. �- I/� PLYWD-- ��.1 c 2 LAY ERS ` ,_ _ 8 G� P B , 5i8' GBx -- I 5/8 GL'X 'SI-IEATNING ,- 5/8" Gee 5i r, ---- U.LDING PAPER- BOTH SIDES BCT1-I SI ESNL2j � 2X6 FP,ArII 1 2X(o STUD-- WOOD ExIST G'1 P- 2X6 STUD BUIL.GING PAPER 2x� STUC' -- - I 2x6 STUD - - eD. I - '` e" GeV FRAM ING rJ 2XIe STUD - - FRAMING FRAMING I FRAMING I EXIST. 2X -- - }' / NARZ'BG 61DING - FRAMING ( � - ? I j lI I FR41'-IING I I BATT IN5ULATION -- -\ � li-IARDBG .SIDING EXIST CECAkA I I� BATT INSULATION - A!© ��! A>r2 SIDING _ A14 AIS 4 �... T�' S A2 JI I'_ Ip• Bull Mountain Road, 11305 Bt1P 95-0331, FLM 95-020u 4of31 If 111k; police appears clearer 111,111 the document, the document is of nlarginai qu;tf:ty. �:� 1 i Iii I I - - - -. II!{If tlt+�'�+ ��ii!�1 It '!��1i11111�11lI IlIII!!ilIIIIII!!illlIIIIIIIIIIIIIIIIII IIHIIIiII!IIIIIIIIiIIilI111111111III!IiIIIIIIi{lIIIIIIIffIIIIIII{fif 1111�111 (IIi�t1111111 ►Il�tl , i P4'2E55 FLATE T 8,6 E5 A, A7 - PRESS f'LA E \ 5cIa5oR T U55 CHRIST I . � ► I THE KING i I I I Ii I LUTHERAN , CHURCH - EXISTING S -_ A7 6 �u�8 A, A, l i ADDITION �• A7 - ----- --- ----_�__.� ___ -_-- ---- - ----- - - _ -171 OUPRE5CEN'T rtLri- I I I - 11305 SW HULL STRiF LIGHTING "6E I ( MOUNTAIN RD. TIGARD, OR. 97224 ---- _t I I ,_ - - - -- ----_ - - -_ - - -- - --- —�— - (503) 892-8085 0 lid � i ILI I I I I PILL T IGCNGRETE i _ - _. l TA1NINcs 1 - ---- - - - - __ ----_ _. -- ---- ------ L� — ALUMINUM - J — 1 WINDOW I L J J wooD L _._J Doan — RUBeER BASE SECTION 2 -SECTION A4 vs••r_ A4 �•'I �• 2 3 A g C l7 I 3 A7 2 A7 1 I 12 i I4 S w EXIS NG I 3 A7 L�❑ o, A9 b 1— ;F---,`1EGNANIGAL UNIT I ` IGµTING 1 4 EXIT I I - "ECN D15HWASH SERVING � ' " _ I ! �' 5' ! I I / `oUVER ( WINDOW WINDOW - FEC I I - MEC" -- U �J I � — RELCCATEG I I LOUVER LEXIST DOCKSVCT i� I I ( 1=LOORINCz --- - _ \ - - - --- LL 4 SECTIONS �,� 3 SECTION A4 �:� `'I: , A4 I'•I'- � 2282 3 ► EVEN C. 0 EXISTING NEW AS A B C OD OF 0� s �� Ae I l , i GUTTER t 51G�NG SAINT �_- 5+-+EET MEAL I I 3 BPLOCK \� FL.45WINGS A8 I I I DULL Oi.SON WEEKE� A 11 C H 1 T i C T • i 319 SW waSwnGTfM ST, 40. 200 I ^' POR 1LANU, 3R 9724 0.7 TI OI'�l (5(5 226-3950 6 CFAX (503) 273--9192 I- \ DRINKING FEC ACCES51BLE � J � A4 1/4'•I'• D' FOJNTAIN SIGNAGE ; - --- - - — --- - _DATE.-.__ . 13L4, 95 JOB a 940]9 " s SECTION A4 v4••I'- o• 3 CHECKED BY EXISTING�L' N' EW_ rtEtits�ol4s 10/13/95 Ae 7 5GUPPER6wEET I`-1E-4L A6 �� FLASNINCs A8 COIL ING -14R. WALL COUNTER COOK �c-- _ MU DING _ SE C ! ! CTIONS D F] r I[ - -A, _ --- --- Li /07N r , SECTION SECTION A4 V*••I'-D' A4 v4••r- O' 11305 gill Mountain pLM'9r 0200 Bur g5.033t, ' G o13t k If this notice oppc:lrs clearer (11;111 the document. (he document is of marginal qualay. 1�111�llllll .: t ��.11}ILI �l�l�lillli I �i�1111�iICj { �Illlill�lllll I I{11111111111 IIIIIIiI�;�� ' � „ , � . : . 1 '1111 1724X C D �� + 1111;1 rI'111 r Nit r rt1111 �Inhu1111111111111uII1nI 111'1111111�AlI 111i11111111111141111111111111111n111nIIin11111111n"rifil ` CHRIST THE KING LUTHERAN CHURCH ADDITION 11305 SW BULL MOUNTAIN RD. TIGARD, OR. 97224 Q B C D (503) 692-6065 G l -�BUIL_DING AD�ITIO �1 _� 1j-4 �',/'� T O D. aGCE55 k4TCN ` \. GuTTEFR — !'BUTTER - GUTTER I SCUPPER r' 13 I t G A 5. SEE^ _ GCUPPSEE eOx DETAIL 5/411 - T.OD. T.O.D. -ME I A9 CN_ UNIT ?f X - GUTTER NEL.( ASPHALT — r� E I i 3H'NGLES I_ ! 12'-4' 48 12'-4' - -- + NEW /:,SF';-IALT TOL. !I //��j�`�_. j �!II I� TIML•I=Np.�ImEx',�NNSDr NERE- I(I II!! I ' I 1I;II'I I1I(I1 IIL�rii�IIf(I IlI�IlIi!+Iii iiIj-(I! I iII II I I{I IifI I i I i f II I IiI I Ii II I I I I III I I II I I I I I II Ar IiI I II I I I1 1 I- IIfI I I I;I I I I+ iII I I I I I I II I III I I I I I I I i I i III I I 1 I I I I I I II(I I I I I I f I I t , ►II I I II II I I III I I I I I CASrSHINGLES RICKET +, . All -E 17 ;A � "TN SUTTER ZIQZ- fCrr 2 282 EN N P E 5H ET SCIapFER BOXFL 5HSEE ETAIL 51411 X 0 o CD $"INGLES ✓%R NECEE 7IEET iS�EET FLASa~,NG O NECPIgENE L,46"I G :Wi LASTIC GEMENT DULL OL50N W EE `K,. E SI A R C M 1 T F C T 6 ,,,, ,,, ,,I I I I I I I l I I I I I 3'9 sw 0ASHIN , 200 i I I C IGKET PORTLAND, � 9 !01 I I I I I I I ! I I Ex15TING I I I I I I I I I I I I (593) ?;F-6359 �' ROF ✓AL �'S lTY `AX (503) 273 9192 i j I I I I I I I I I I I I I I I I I l NE4u ROOF INS I l I I I I I I EA� vALLE � I 'TP.) I I I I I I I I - - - - _ _ - - - -- - - - - - I I -- I - - - - - -rI I l - - - ` iI I i— - - _ 94019Boa --- - it DRAVKBY 64-4T METAL - SAGE OF ctll x1m B NEW ROOF DRAIN 64-4T BUILC ING EA '/ALLEY (TYF.) MN BELOW CRICKET REVISIONS 10/13/95 � ROOF PLAN A1.2 Iro'•r- o' ROOF PLAN Bull Mountain Road, 11395 BUP 95-0331,PLM 95.0200 8 of 31 If INS notice appears clearer 111,111 the document, the document is of marginal quallay. I�. _�► � � ( + II'I .�I�� h�l�l I�C11• ' 1�1�1�1 l�l�l I I'I�I�I I�I�I II�I�l�I I;JI� � � .1 11 17 11 I ��iifi�Itti�tllt ttllltttt tttt�ttlllllnlllll nnllllt Inr�nniltl�llltl tnllnlllllllllllltunllillll!II�IIIIIInlllltt ul� �r��tt�vcn � `i!I A� CHRIST THE KING LUTHERAN CHURCH ADDITION 11305 SW BOLL MOUNTAIN RD. 'fIGARD, OR. 97224 (503) 692-5065 Q ASP74ALT 61-(INGLES o all 4 A METAL ATTIC -----+// - PRESS PLATE VENT / TRUSS (5EE STRUCT ) I I ( i lrC ( � Y111 � — ASPNALT COMPOSITION / -AWINGLES i O PRESS TRUSS(EE SERUCT.) A D 2-LAYER5 o 5(8' GBX I 15•_0 _�� IC IS � • a 1! -' T.O.BEAM 00—PLATE L1 SIM, A PIt CBa—IR. pET� 0 1 Al I RIGID INSULATION -T.O.PAR.+'PETv' o.= � � /1 � —" 2X10 JOISTS 2X FURRING _ T.C.PLATE STIFUCT.) -- I-NR WALL TO �-- TJI (5EE GLULAM BEAM UNDERSIDE OF ORILPA u (SEE STRUCT.) / R - _ -- -: 5/8, GBLAM 2X FURRING STL ANGLE ROOF DECK C.PLATE 5TRUCT.2 - Sib' GBx BEAM (SEE FOR PANEL �,V STRUCT.) g -I0' PARTITION TRACK .O-�g B (EE 9rRUCT.) 2-LAYERS _ 5/8' GBX _ Y 5U5PENGEO - Ag CEIL11'* CEILING SUSPPENDED CEILISUSPENNGDED PANEL A3 - DULL OLSON WEEKES PARTITION BLCCKI,.G _ • • e n t T • e T BLOCKING- I.' A6 „I1 319 SW AAW9IGION 51,NO 700 PORDM, 07 91704 WALL BEYOND 'y _I' ' (50}) 776-6950 FAX (507) 273-9192 BATT INBUL. �-I I I-I I A4 — 'x Q 3 WALLBEYONDQ CHRIST _ THE KING NEW EXIST. I 15 _@' LUTHERAN ��.o. PLATE NEW ROOF 5 Exi57ROOF - — z SPHLT CHURCH REMOVE 4 RNID COPT EX1 RUCT. F CECK SHINGLES T4G SIDING AND COPING � 4 5TRUGT. � � _ ADDITION FOR INSTALLATION FLASHING OF NEW I r PArcw Er 16T, SHINGLE FLASHINCs _-- „ �- 11 ` ■ F= 11305 9M BULL ASPHALT I I _ MOUNTAIN RD SHINGLES -_ I I I TIGARD, OR. 97224 —1 I I E (503) 892-8085 �. x;i- - J NEW 2X STUD 5/8' GBX INFILL --- 5)S' GBx -}-' rOPL rE Al ----- - - — - SUSPENDED CEILING NEW 2x - - _ SUSPENDED STUD WALL NEW HEADER CEILING 2X FRAMING EXIST. HEADER „ NEW HM. NEW W.M. DOORS NEW GYP. BD. CEILING ( " Ih —I NEW HM. I -I DooRs l=TII L EXIST. GONG. -1 — FLOOR SLAB z IZ1-111=� NEW CARPET I 0 E>tl5T. CARPET -111= U — NEW CONC. NEW CONIC. 2` .I — I RUBBER EXIST.CONC. FLOOR SLAB SIDEWALK, II_II1 III BASE FLOOR SLAB SEE STRUCT.) SET 1/4' - - BELOW FF FF. _ I ii� FF.ldlk NEW CONC. 72e� r ' �yw4 Y' ipa. . I +�? T•'.. J,.} o - FOOTING - ° 4 ;' III- (SEE STRUCT.) I'I IIElI -III-III_ II-1II-1I!-_I M II II1= VAPOR 1 =1II II III- -I I -III BARRIER - I IMI -1I � ilii ill.= EXIST. =GiC-' i =� I I— I—�I�=1��11=ll_W:^llE� l TYPJ GEOTExtILE DETAIL ip"IIIIII DETAIL 3 DETAIL (TMP 4 DETAIL s DETAIL AS 2'.r A8 Q'.r- @ FOOTING A8 IR'.1'. c• DRAIN A SHIM O ME ALIIIII FLASHING A NOTE : Irz' PLYWD C D A1,y 1 SSEE HEET METAL DAIMENSIONS c SHEATHING �(,�` C/y� 2282 EX15T,fiI X12 TEV C DECK 9 n I I 1/2' PLYWD IL. a (nom` ROOFING --- $OLID BLOCKING SHEATHING `'' BUILT-UP ROOFING OF _ d 1 RIGID INSULATION SIDINGS(FAINT) BUILDING— b' PAPER TYP. '^ F RIGID INSUL. ` \'�";,�� NEW 2X STUD 2XI@ JOISTS77 INFILL 5 --- BATT INSUL. DULL OLSON WEEKES GBx . A ° " I . . ° 2X J015T5 ASPHALT SHINGLES 319 SW B/SNnG:9i 67., NO 700 Aa AI I 2-LAYERS ROOFING PORTI-00. OF 9m4 PLYWD DECKING FELT (503) 176 69X (SEE STRUCT.) \ PLYWD DECKING FAR(513) 173.9197 $HT METAL J (SEE STRUCT.) NEW HM. FLASHING BLOCKING AS 1 / �� 243A. PRE-FIN REL ITE NEEDED SHT METAL GUTTER ASPHALT 1 SHINGLES ( o4n 8 4 95 94019 2-LATERS L (2) LAYERS 5)8' GBx '^ ROOFING FELT E • E _.. .... r I/2' PLYWD SHEATHING ulmmne 10/13/05 _ BUILDING PAPER FLOOR SLAB �\)(l\)( (//II\\1 / HARDBD SIDING (PAINT) __@ -_@'_FF _ 2X JOISTS Sia' r�gx Z/ SPIT METAL FLASHING — (SEE STRUCT.) ' LAP NEW ROOFING LYWp DECKING EXIST. EXIST. ROOFING -- _ SEE STRUCT.) - -III s DETAIL DETAIL BATT INSUL. g/g GBx DECKING a DETAIL U DETAIL q8 IR'•I'- 0' A�4 IR'.1'- 0' A8 3'• I'- 0' A(; 3'= I' ©' A8 gull M°unlah Road,1130'- OUP 850331,PLM 85.0200 100131 r If (his notice appears clearer, than the ,locument, the Document it f mm Cinai ,japl:ty. IIIII�I gill UN,�Iyi.II� nillill(11 �I�I�larla I�III�(�IIIII I IIIII�I�I�III Illllilllllli ililll�tlil; _ dlJ!l li CAI11nn rfi� �+I e( utdml mdan nnhuooulnu nulllll nalnnhndnu unlun unlunhmhlmm�lnnhmhm n!(IINI nl�int HI ' v HAFi'r�E3C' SIpING ---v r-- -- _ EX15T COPING PRE-FIN 5HT ----- —---1 - 5/13' CaDX EXIST COFINCa 5'8' GYP. QG 9,11M BES OND MTL COPING G r--- ----- BEYOND 5V GIr I .a PA I -- NEW FLA5HINCi - NEW FLA5HING i,;' PLYWD -- UNDER EXIST UNDER EXIST. E"EATWIWa TD PLATE ,- - T4G SIDING 13 PLATE r- "- T4G SIDING - -- ��,. I I3'-9' CHRIS T.O. PLATE FRE-FIN SHT-------- ----__--.--► I `�. x:_ - PRE-FIN SHt I/2' PL�WG'------ --- "��._ - FRE-FIN SHT , � THE KING METAL FLASHI J I METAL COPING METAL FLASHING sHEAtNINc, LUTHERAN EX ST 0.IARDBD - -- I i I i EX15T l�-� 9 TIG SIDING 1: +,,ING (PAINT) 9 _ T4G SIDINGEx 5T_ 2Y FRAMING --- --- PAPER , I - ii2' PL 1'140 - I EXIST -� v � `-° ' ! �_ -�" r---- NEW SNT ADDITION 3HEATHINCs I + 1 S�IINGLES --- - I jl PR.E-F,N "TL FLASKING l + I ( � 51-IT METAL - - -- II I I I FLAS�41NS �J I -- BUILDING I , M ROOFING j H ROUFING 11305 SW BULL PAPER (il i i FELT \ ; ( I I / / FELT A5PNALT --- MOUNTAIN LYWI \ O- _ \. I �I E / / 5HINGLE5 SfDING PAINT TIG ARD, OR. 9'5 _ -o (503) 224 d92-804,5 �;� I� DECKING II 5 ______ �� ( BEE 5TRUCT. I I PRE-FIN. d' FIRE 2:TED I -. i _ I ----.-EXIST. ROOFING - G10 5HEAT"04I I 2X4 BLOCKING-/ \� �'I ---- I 5HT METAL NEW ASPM LT yl � I '„ DECKING PL' WD DECKING- ` FLA51-LING $TRIP `� NAILER ----- _ IX NAILER SHINGL.ES STRIP \ I �``�� ,_ SE. STRUC7 � I 1 \- I 2-LA7 ER5 % ��. ? C3Q"T INSUL - ROOFING FELT <' - ~� K SEE 5TRUCT ' I \+_ GAN STRIP --� II jInd .-•.,,,` ROOFING � I /�- 15ATT IN��U �K \� I \��' Exl STDIW ' �3 I I z17 .. �, � �� R s G NSuL. � ( �.� � � Exls>• 1=LYWG 2 . FR,4MI _. _ / I ,�`✓' / �-� EXi57 G�'PEG 1 EE 6TRUC7.? I 8 INC T.O. PI "a TO PLATE ' LArER9 I 5«4EA•TI41NG , Gex. , BUILD NG PAPER IP\_ -,4,y ER5 BATT IN5UL. 51DING (PAINT) f V NAILER 2X6 BLOCKIN.'s \„-� g/8 �x �. PL WC CECKI G -- SEE S-RUCT.1 5NT MTL EXPAN5ICN 2X JOISTS -1 °LyLOGKING JOINT - y -- :SEE 5TRUCT.? CANT - ,TRIP I z DETAIL � DETAIL 4 E�4YE DETAIL NEOPRENE 5NT --- I FLASHING 5/8' PLYWD DECKING 2X4 FRAMING - SL OPE•Iia' t RUNG5 -I' MIN ROOF I NCr--- g�F,I I� CLEAR OF WALL FELT -✓ .........`..........J....i.............. PLYWD DECKING-1 ` I RIGID INSULArfON ..�........ ..... _ATL a'x�/6' 2 , I r 8 x I xm'_ (SEE BTRUCT - _�� ANGLE 9 36' O.C. W/4, 5ACKEiR ROD AND SEALANT T I 3/a't' LAG BOLTS `.� WELD 'C 5IDERAiL5 %� ~ 228 `t - ---� "12 •2'O/C lLl/ I i�A PRF-FIN- %, / NEOPRENE WASHER ”-� I 1 -- - ------_. T- -----_.___....__ 5NT METAL - SIEVr C GUTTER 1'mSTL RUNGS BUILDING PAPER--- I -1 C✓-I �HRU / - PUN '� T . I "12 a� 12'O/G W/ � �. l) 510ERAILS 4 �. I .I �r. `--� NEOPRENE WASNI:R--�$ i Q -- - --_ 18' PUDDLELUELC -- f GRINC ALL WELD5 TO FRAM! • 24' / -t-- 2Y.6 F-7 PLATE BCLT I 4 EDGES 51"IC:OTH -- -- _ - -- r�� I ----- SuSPENGE: 5"T METAL---- -r__._ -- NG CC C, CEILING , � R_ Mlr•1 TlUO PER aIG� �. I -V --- 1 FLA5141NG _ F- l STEEL LACDER E.U. RCC'F!NG ----, I REFER TO DET �iQ� � �'- 3/4'x2 1/2' S7L Si STEM � I PL�'WC SHEATN'G, P.T. S!DE1r,41L8 I ! T _._ -- — ' 516, GfEX BATT INSUL. <: - Ex15 ROOF I_ DULL OLSON WEEKES DECK 1..+ _--- -_ - - .. . . - _ . _ . . .. -� i S ORCBPAINT I 4' A R G M 1 T ! Q T • - c a __ -_-- _-. __-. ._-------- -------.._-_ - I 319 SW WASHINGTON ST, NO 100 � 5HEA7�-ZING II PORTLAND, OR 9?29l meg'. NOTE. GRIND ALL EDGES 4 WELDS 5MOOTt-I L3UlLGING ---- L-•T---• ISBX WHERE REQ. PAPER ____ ----- (503) 126-6950 2X INF L� OR GWB -� - FA% (503) 173-9192 DET,4IL f:. ROOF HATCH DETAIL ROOF L ,ODDER DET,41L. r7NNCUTTER DET�41L SCALE NONE Ara 3'=1'- DATE -_—��95 ROLLED LEAD FLA5N'G Joan ,M — 94(31S_— r r DOUR INTO PIPE VARIES --�� -- 2-PLIES PLUS DRAWIR eY -- ---------- -- SURFACING () I 4 I FELT STRIPPi\1G CHECKED BY . "17 13 95 ^ 0f• -- MESH UNIT - y a` , rl } -- METAL CAP r-LA6NING (01 �J- - FAeTNER6 * 24' O.C. UP Ilk Q' - -_ NEOpFcENE W45NER � � ---- j� ._. ` I coL�NrE�LAgNING � • I � RCOF _1 -- - PL146TIC IaDOF _ r -- --585 ROOF FLASHING SYSTEM �' C IVT OA 08 CC) OD OE 0 �' -- GUILT-UF ROOFING VENT PIPE r rit yy - -- .j_L SHE_E" ^'ETAL TO BE 7.aGA F'RE-F'N'S-ED ; , I - -- - "1 ! FIBER CANT SYSTEM _ ----- - -._L GL�-'S d BE 18GA 4 SECURE.. 4' �A' C^ __ __ __ _� DETAILS _ , c RIGID IN5UL4TION \\ \ ALL CO NG 24GA PRE F N J1 6' B LCK_R EA JC ti' C/ER 30" BUILDING PAPER C/ER - DOD 3-� DRT 51,4EET 1 2V1T LEAD FLA5N'G SLEEVE- '� SE WORIZ FLANGE5 INTO A 4. .'►LL GOuNTERFLQSHING SEr.URED W 'lEr ' ' �' � y _.-.-.._ PLYli10CC DECK SEE 5TRUCT. GALY. SCREWS • '8' O.C. W% -HN mENE-&=, 0�. ROOF r-R-A 11NG NOT SNOU,N FULL BED OF ROOF'G CEMENT. NTO SOL[p IUCOL I PRIME W/ 45PNALT PRI` :R l SEE StRtJr'T'L LET pR1 4 NAIL TO DE(-,K. USE 04 LEAD IF FIELD CL DERING 15 FIEC V. SIHEET METAL FL o4SHING � .� I"TECH. CURS DETAILKT�4VENT FIFE DETAf _ A9 3':1'- 0' AU SCALE: NONE Bull mountain 1`1013d, 11305 PLM 95-0200 BUP 95 11 of 31 II' this nolice apprars cIvarcr Than file document, the document is of margimil qun':;y. ! Ammomm . ILII 1lIlI [ l illlil II ! ! - . �. � �:�� . �, , �. : I � I � � I � I r-� � � � ISI �1►I► I�I�I�I tI�I� it fit� i(It t r i �rft �►i�Iw�� r��il��li�l1111 ,if IIIiii<<iIIilim iu111111 i�iihii� liiIII ililufIII II1ilnill1lilinIII i�i�i�i�lhil�nt�� tn 3� F �-- BATT INSUL. CHRIST THE KING �,T - 7X4 FRAMING \\�' 7x6 FRAMING LUTHERAN 5/8' GBX _ ZX FRAMING 5/8' GBX - 2x FRAMINCw s/6' GBX �� 1/7' PLYILD CHURCH SHEATHING S/S' bBx /�` IR' PLY WC 5(P•' Gex _- -- - S2' PLT IUD ADDITION 1 SHEATHING SHEATHING e/a• apx -- BUILDING PAPER BUILDING PAPER PAPER 1/2' PLYWG � / BUILDING PAPER / HEADER (SEE HEADER (SEE - wARGBD 51DING HEADER (SEE HARCBD SIG IND HARDBD SIDING STRICT.) STRIICTJ HEADER (SEE HARD � 11305 SW BULL i STRICT) i, PAwn HEADER (SEE -- - / 1 (PAINT) 5/8' GBX TRUCT.) MOUNTAIN RD. II STRICT.) I \ TIGARD, OR. 97224 SEALANT H.M. DOOR HM, DCOR III - SEGLANT FRAME HM DOOR I SEALANT (509) 692-6065 HM. DOOR FRAME FRAME L FRAME L N N SHT METAL 5447 METAL DRIP GRIP SCHEDULE:: 2 2' 2 SCHEDULED 2' DOOR -I 7 SO DOOR ULEG VARIES f" _�c DOOR --+�- DOOR SCHEDULED VARIES SCHEDULED VARIES - SEE WALL TY E DOOR __ VARIES * SEE WALL TYP �I` VARIES 5EE WALL ' PE SEE WALL ��PE r7'**'\ HEAD DETAIL (JAMB SIM.) r1 HEAD DETAIL (JAMB SIM.) HEAD DETAIL (JAMB SIM.) h JAMB DETAIL (HEAD SIM.) HEAD DETAIL (JAMB SIM.) EXIST. PLYLID -'a -C' SHEATHING - 514EAEXIST PLYI,.D -- - . 6HEATNING 2X4 INFILL — - 1 - Ll ' IX NEW 2x6 FOAMING 2-LAYERS - -EXIST. TSGSIDING �C11N*ER �EEP�GBX % FRAME(PAINT) \� eEL ;6R Mr_ BYR MFR._-f_. .- 5 ' GBx2X4 INFILL I' NEW 7X6 FRsY'IING -5/B' GBx2-LAYERS I j2' 2 GIEAD R (5EE STRICT) GBX5/8' GBXWIRE GLASS 2. 2, 5/8' GBX 7X HEADERL1/2, .I (SEE STRICT.) I Y\ 1 STEEL COILING COUNTER \ 5'6' Gex —� DOOR-FIRE DOOR w HOOD KITCHEN PLYWD PATCH NEW CARPET ET I - 5/8' GBX iv 441'?. DOOR EXIST. CARP FRAMEiV _---HM. RECITE .. .. I'�� I COILINGDOORFRAME RACK 2• CONTRACTOR TSCHEDULED VERIFY EXIST. RIFT VARIES WIRE GLASS WALL THICKNESS (SEE WALL TYPE) SEE WALL TYPE 6� HEAD 7ETAIL (JAMB SIM.) RECITE HEAD DETAIL (JAMB SIM.) s SILL/MULLION DETAIL Q HEAD DETAIL iu JAMB DETAIL Aid 3'4'- E' - Oil) 3'• . y. A1� 3'.1'- 0' A1(J 3'•I'. p' A10 3'•I'-O' BATT INSUL. ALUMINUM 5EA ANT WINDOW `/�--VIII z2s2 lEV -. SHIM 'PAINT) ALUMINUM 5/B' GBX SEALANT' HARDBD SIDING t' IUt+0, . SEALANT - WINDOW IX TRIM PAINT BUILDING PAPER 5/8' GBXHIM BE ANT SHIM SEALANT �---ALUMINUM SHEATHING ,, OF IX 7 IM PAINT / WINDOW 1/7 PLYWD 4X HEADER 5/8' GBX ^r 5/8' GBX SHIM � SEALANT I/1' PLYING SE LAN HEADER (SEE � SHEATHING I STRIICT.) x 7 '\ BUILDING PAPER 2X4 2X4 1 /-� -- _--. �; HARDBD SIDING FRAMING _ \ B2' PLYtO FRAMING IR' PLYWO SEALANT 1 2X4 -- (PAINT) SHEATHING s/a• r,Bx �+IM DULL OLSON WEEIiES WINDOW FRAMING i' BALDING PAPER SEALANT _`_-ALIMINIA"I • • e x • • e r • i. BATT INSUL. SEALANT ^ _ q)I INT) PAPER H(PAINT)D SIDING I( \ tPAINT) (FAINT) 7x4 BLOCKING / `--��I SEALANT ALUMINUM � �.� 319 sw ratiwrltml st, ND. xI9 ' i I/7' PLYING WINDOW I --�- BATT INSUL. I AT C I y I BATT INSUL ranMm, d1 97!91 SHEATHING I \ 1 BUILDING PAPER FAX(503 ) 273-99 2 PARDBD BIDING 1L MULLION DETAIL 13 5/B• GBx --- Q— WINDOW SILL DETAIL la SILL DETAIL �-1 HEAD DETAIL (JAMB SIM.) 'C A10 3':I'-0' A10 3'•f-0' A10 SCALE NONE SCALE NONE ft 95 \ bx HEADER \ 'EE STRICT,) .row 84019 4X6 HEADER—ORM BY i IX TRIM (PAINT) ESIM 2'-0 _ cyaRRa eY__ 3•, A-4 _ I •8 18 1 B I 8 - _ ; -6' 9 5'-0' ncvrtarows 10 15 95 SEALANT _.. R EO. EQ 1 O SIM. -I - IIIILLL.._J_JJJIIII — —_ —� SIM. r_ 51 �— ALUMINUM SEALANT WINDOW Y _ ;9 SIM. 5 ry a b DETAILS _ -- - AD OB OE Is WINDOW HEAD DETAILI ,' H.M. RELITE is WINDOW TYPES ,A10 LA10 va'.r.¢' B-11 UP95nl31,PLIA 5-020 nlrl C' A10 54'•1' �� BLIP 95 0331,PLM 95-0200 11305 72 0137 If This nolice Appears clearer Man Ilse document, th "document i9 of mar Inal quality, 4XiJr}E Illhll�l�ilE illlill�illl� �Ill�ly!3-_ del � Ji lijl!II CDIm ndml uulnu unlunliudunlunhnlhndminl mint a I . NEW WALL - - 5F-IT METAL ---- , - GOP I Nrx 1 BUILD 4's P,4,PER c NEW CAPING - EXIST �- 5EALANT A9FHALY 3HG iNLE3 - I II PARAPET __ `-- ----- NAILER - -._-- - ROOFING FELT - -, (i1 .- PLT WD DECKING CHRIS T EX15T PARAPET CANT STRIP ;•., I ,r ,.%'� III � � SEE STRUGT � 1 11 EXTEND IF �OF'NG � INTO 6 _ i - -► THE KING �, � LAP NEW COPIN(S / I _ IGD INSUL f OVER EXIST _ - - _ _ _ I LUTHERAN EXIST SHT PL7 UJp '�- _ C METAL C O PI Nr i °1HEaT1-11r1Cs K -�`�- I CHURCH ' y' ---� ADDITION EX19T. TtG -,_ BUILDING PAPER ' `` 24GA -FIN --- --- + ' ` - ARC'BD SIDING �_ 2X4 F MIN i \. / ;�• �% ( FAINT) EGT EX15T FL` COLLE WD I I I TAL 6dX 11305 5W BULL I MOUNTAIN RD. IX NA ILEfr -- ` 1ICARD, OR, 97224 1 EX 5T, F-L I WD (503) 692-6065 X I 51-+E ATLI ING 5 C LOU✓ER � --- DETAIL DETAIL DETAIL DETAIL SCALE NONE `rALE NONE SCALE NONE SCALE NONE DET�4IL NEOPRENE FLAKING SCALE: NONE 9i4EET ----- 1 --� —1--r i �' i�7— T_ A5P4"ALT 5*41W-zLE5 �--F-► I I 12XI2 24GA SNT i I METAL PAN LAP -- U II,I I I 51-IINGLE5 MIN (o' - - NEOPRENE 5r~EE' 5TL ATTi WRAP NEOPRENE FLASHING &.-Cu/ER I FLASHING INTO ,�, ROOFING TELT J , it E'.LCGK AS - l D.S. �\ � 51-IT i�E-hL j -- NEED ED SLOPE - - 26' � I/4 SLOPE• 1/4' PAN - --- 2r4 FRAMING EACKr=1 / � ..------ - PI_Y I1J>�' DECKING TYPE *15' FII!L i _ -- `-- � �� - -= - _ _-- _ - IX TRIM I . GONG. - SI-IT METAL -- a T' PAINT) II !i _ _ -, EX 5T NEW MANOR I ' I 1 - iXro FRAMING ` !x`. RETA,NING A;ALL f DRIP L —1 I ` � � STONE WALL IR ' PAINT) ! ^ f I EXISTING ROOF BUILDING PAPER GAL\/. SMT. CECK - -- I I I METAL D S. I . .. 1 HARDBD SIDINGOw I 1 (PAINT) - -- 1 r. __.Y_�____.__..-_.__..L_ ��-' � '� FOOTING DRAIN START FIRST __--� y _.,_. NEOPRENE FLA5HING COURSE (o' BELOW S«iEET FIN. GRADE BASE (2) 3' LIFTS DETAIL ROOF DRAIN DETAIL = DETAIL 1"�ANORSTON WA TT-PE 'B' FILL COMPACTED 5CALENONE SCALE. NONE SC4LE NONE All VALE: NONE � LL TO 95t -: BLJILT UP ROOFING � BATT INSUL. 1/2' PLYUJD ROOFING -- SHEATHING FELT BUILDING PAPER h 2X T4G DECKING w � ,,A 22 SLOPE NARDBD SIDING I 24(4 PRE-FIN — (PAINT) 8a -{T ME14` - GUTTER _ _ _ I - ``"'""._`— CONG FOOTING --- --__ -+- RUEBER 545E i' 0 filii1131 a .) (SEE STRUCT.) i I01 vo (CNC 5LAEG - ;� (SEE 5TRUC7.) I � f-- CONC51DEWALK 4'-m' 3 \ 8' DULL OLSON WEEKES RIGID INSUL. 300.98 • c x 17 a t • :19 A WASHINGTON ST, NO M PORTLAND, OR 97104 f''� /� (soy) 226-assn DETAIL � ' DETAIL. �. I F+uc (503) 1'�.-9192 1 , SCOL_ NONE ' DETAIL �� CONCRETE RETAINING WALL .. . 'Y--,"'LE NONE SCALE NONE A 1 i -GALE NONE DAT& ___- 8195 2X FRAMING T2s .N 94019 BU LTUP ` J R'OC"FING I BATT INSUL DRAWN BY --_-^--- R,.OF ING J� ELT I 1 F CHECKLM BY -' / ` I - IT I/'2 PLY-LX) ---- DECKING J `� SHEATLI!NG 101" 10 13/95 BUILDING PAPER __... "4,S4 F'REFIN I-IA RDBD SIDING 5-IT 'ETAL - I f _ (PAINT) IX TRIM '-~ \ (PAINT) 2x FR.AMING BATT INSUL. -- IX TRIM 4 DETAILS FAINT) _ - �\ - --- BUILDING PAPER - --- V 3+-aEATNING - -- NARDBC SIDING 4' PAINT ) )EDETAIL. , ; DETAILr,17N� DEfi,�.:�11. �� INSIDE CORNER TR11"I CTY .� t�. OUTSIDE CORNER TR11"i (TYP.� SCALE NONE SCALE NONE SCALE NONE SCALE NONE 13u11 Mountain Road, 11305 SCALE: NONE All Bl1P 95-0331,PLM 95-0200 13 of 31 If this notice apperlrS cle'll-cr Ih,In the document, the document is of marginal IIII►��L��I ^ . ,},��Ii�EI�I� n�IIiIJII�I� �i` IIII 111 � II11i1► ►II24X CD I► I �III�I��I►I� �I�III►��I��,� trv�. �l� l! 1�' _ #E� �I�I� ' Ill�n�tl�r rt�'�" � V�r'iit mihm iIi(IiI«Ilnhli(�ii��hnl lnlllin Inil�iulnliliiu Iinhulluiilnnlnuliiululili(nlnnlml Iit�li� i Illllr'nI �iilrrr, , z 3 swim 1 CHRIST FLAWITSNIWS swim THE KING • " SWT METAL LUTHERAN 1/2' PLYWD WT CHURCH SHEATHING " Jx 1/2' PLYWD I/2' PLYWD ADDITION BUILD- SHEATHING SHEATHING PAPER e BUILDING PAPER MOU 3W 6 D BUILDING �/'� TIGAR AIN RD. PAPER HARDBD—� '--�.� I (503) , 2– 99221 I SII c 51DING (PAINT) I �� // (503) 892-8065 NAILER III NAILER _ — NAILER D CANT STRIP 1/2' PLYWD SHEATHING B CANT STRIP oa I _.,,' BUILT-UP ROOFING _ BATT INSUL, 5/8' FIRE — RIGID INSULATION BUILT-UP ROOFING RATED GYP. PLYWD DECKING RATED SWEATIHING (SEE STRUCT.) IR' PLY'Up RIGID INSULATION BUILDING -- � SHEATH NG — PLYWD DECKING 2-LAYERS PAPER BUILDING —~ J (SEE STRUCTJ 5/8' GBX ( HARDBD PAPER � SIDING(PAINT) I --- HARDBD ' - - .SIDING(PAINT) — _/� . ^1 2x FURRING BATT INSUL `. BATT INSUL. (2) LAYERS S/8' GBX ✓/� TJI BLOCKIN&--j - TJ I BLOCKI QDETAIL 2 DETAIL d DETAIL A12 3'• I'• @' A 12 3'• r• 0' 5/8' FIRE RATED GYP. SWEATHING BATT INSUL. SHEATHING 21 LAYERS 5/8' GBX BUILDING PAPER *228 HARDBD SIDING IPAINTIO. ORE0011 ---RUBBER BASE CONC FOOT (SE'E STRUCT.) 2! Ot 13WO 4� CONG SLAB r (SEE STRUGT.) - - DULL OLSON WEEKES i - RIGID INSUL. 719 SF W19a161BI 5t.,M 267 PoRhINO.W 91101 (507)226-6950 s DETAIL 61(56,)21 m2 A1z 3'•I'• 0' o.n 8/4/95 _ 94019 0"11a aY rhael® aY aevm09a 20/18 B6 DETAILS Al2 Bull mountain Road.11305 BUP 95,0331,PLM 950000 14 of 31 If this police appears cleaver Ihaut the document, Ute document is of nuvkinal qua Stay. I i!i!I1r!IIII tl .sill i � �i►III)II124X II r�i�)li�illl� rlryl�i�llgE ill�l�i�rlill ilili�l�ili!I Ilil�ly!al� � !�ail CD 1b11nn NRh1 �i�Ai nnhm nnN+u mdmdmdnn milnu mllnulnu6m unlnumlduullndnnundlllnmdnu nreMlr nl..m i I i_ OIL- CHRIST{ THE KING LUTHER CHURCH ADDITION GENERAL STRUCTURAL NOTES LEGEND DRAWI14G INDEX - ue06 ear BULL ` , 190UNTAM IM OA - BEARING WALL TYPE - 5Ei BEARItJG WAL� SCHEDULE (5 OR b7$>e4 tI�ESE NOTES SHA,L STIPULATE THE MINIMUM STANDARDS OF CON9IRUCTION, AND STRUCTURAL STEEL Sl GE EF-AL S'�R� NOTES (sos � THE DRAWIN65 SHALL GOVERN OVER THE NOTES IN ALL- MATTERS 5PECIFICALLY STRUCTURAL BEAMS AND PLATES 5HALL CONFORM TO 48TM A36. PIPE COLUMN5 - 5HEARWALL TYPE - SEE 5HEARWALL SCHEDULE STATED. VERIFY DIMEN5ION5 AND EXI5TING CONDITIONS, AND NOTIFY ARCHITECT SHALL CONFORM 'f0 ASTM A53. STEEL TUBES SHALL CONFORM TO A5TM A500 GRADE OR ENGINEER OF D15CREPANCIE5 BEFORE PROCEEDING. THE CONTRACTOR 19 46 K51, BOLTS SHALL CONFORM 1.O ASTM A301 AND SHALL HAVE STANDARD CUT S2 F01JNDA`n0N PX-AIq RE5PON51BLE FOR SAFE COND1110N5 AT THE J055ITE, AND FOR TEMPORARY SUPPORT WA-514ER5 WHERE BEARING ON WOOD (INCLUDING FOUNDATION ANCHOR BOLTS). A, - FOOTING SIZE - 5EE FOOTING SCHEDULE OF 1 HE BUILDING PRIOR TO Tl & COMPLETION OF THE VERTICAL AND LATERAL LOAD DETAIL AND FABRICATE: ALL STEEL MEMBERS ACCORDING TO AIS-- 5TANDARD9. 5'T5TE_M5. ALL WORK 5HALL CONFORM TO THE LATEST EDITION OF THE UNIFORM ALL WELDING SHALL CONFORM TO AW5 STANDARDS. PROVIDE ONE SHOP GOAT OF (� BUILDING CODE PRIMER ON ALL STEEL MEMBER5 AFTER FABRICATION. 2 - COLUMN 51ZE - SEE COLUMN SCHEDULE S3 ROOF MANDNO PL-AN DIAPHRAGM STRAPPING 5HALL BE 140 K51 HIGH TENSILE STEEL PL.INCHED n p�IGN LOADS► STRAPPING 1 114" INC"E5 WIDE BY 0.035 INCHE5 THICK., AVAILABLE AT GERRARD CZDA2 - REVISION NUMBEi? c� �;G��A,�GN DE,�,�� FLOOR AND RESTROOM AREAS FLOOR LL = 40 P5F 5ALE5 4 SERVICE IN PORTLAND, OREGON (PHONE (503) 232--156b). •�Y EXITS LL = IOU P5F (ELEVATION) - WORK POINT BA51C ROOF LIVE LOAD = 25 P5F UNIFORM W/ 15% WOOD 51-RE56 INCREASE GROUND SNOW LOAD = 25 P5F W/ ROOF DRIFTING PER UBC 23 APPENDIX GLULAM WOOD MEMBERS= S5 ROOF FRAMNG DETAIY.S WIND LOAD = 80 MPH ZONE EXPOSURE B SEISMIC PER UBC ZONE 3 GLUE LAMINATED BEAM5 5HALL BE INDUSTRIAL APPEARANCE GRADE WHERE SECTION MARKvArloN MARK FOOTING DE516N 501L PRESSURE = 1800 P511F TOTAL. LOAD MAXIMUM BEARING --ONCEA-F-D, DOUGLAS FIR COMPLYING WITH AITC 111-19 DE516N STANDARD. ! ---- SECTION NUMBER I _-- -- ELEVAtION NUMBER PRE95URE IN ACCORDANCE WITH 9011- REPORT BY SHANNON $ WILSON INC, FIBER 51 RF6 5 IN BENDING 5HALL BE Fb = 2400 P51 FOR BEAM5 15 INCHE5 AND DATED 10 APRIL 1986. DEEPER, AND Po 2000 F'51 FOR BEAM5 13 112 INCHE5 DEEP AND LESS, 91'1 `__— SHEET NUMBER 3' '- SHEET NUMBER S6 ROOF FRAN ffNCY DETAILS COORDINATE LOADS OF MECHANICAL EQUIPMENT, SPRIIJKLER 9Y97EM3 AND LOADS Fv SHALL BE EQUAL TO 165 P51. GLUE SHALL BE OF A WATERPROOF TYPE. FROM OTHER TRADES NOT 5F�OW[N ON THE STRUCTURAL DRAWINGS. LOADS OF GREATER MULTIPLE AND CANTILEVER SPAN BEAM5 TIEN5 HAVE AND STRESS CAPACITY AT DETAIL MARK FOOTING 51ZE TOP OF BEAM WH>.�RE TOP 19 STRESSED IN TENSION, AND SHALT_ BE COMBINATION THAN 100 POUNDS SHALL BE SUPPORTED VIA AN APPROVED SUPPORT DEVICE_ - DETAIL NUMBER I A 24F-V8 OR ?OF-V8 ACCORDING TO DEPTH NOTED PREVIOUSLY. PROVIDE STANDARD I � PROVIDE ADDITIONAL FRAMING MEMBERS TO TRANSFER LOADS TO MAIN BEAM5, CAMBER OF 2000 FOOT RAD!U5 FOR BEAM5 NOT OTHERW15E NOTED. e SHEET NUMBER -- COLUMN SITE GIRDERS OR COLUMN5/WA4-L5 FOR ALL. LOADS IN EXGE55 OF 250 POUNDS UNLE55 APPROVED BY EH6INEER_ woccol, ABBREVIATIONS FOUNDATIONS: LUMBER 6RADE5 SHALL BE A5 FOLLOW5, EXCEPT A5 NOTED ON DRAWIN656 FOOTINGS SHALL BEAR ON FIRM UNp15tURBED 501E OR PROPERLY COMPACTED J015T, RAFTERS 4 4 INCH NOMINAL BEAM5 #2 GRADE DOU6LA5 FIR ENGINEERED FILL PLACED OVER PROPERLY PREPARED QUBGRADE9. COMPLY WITH P05T9 $ 6 INCH NOMINAL BEAM5 tl GRADE DOUGLAS FIR 1 - NUMBER OR POUNDS "13. . - GYPSUM WALL BOARD 2X4 FRAMING � STUDS 4TUD GRADE DOUGLAS FIR 4 - AND GYP. - GYPSUM REQUIREMENT5 OF 501L REPORT CONCERNING 5011- PREPARATION AND BEARING c LEVEL. THE BEARING FdORIZON OF FOOTING 5HALL BE LOCATED 18 INCHE5 MINIMUM 2x6 LARGER „TUD5 12 GRADE DOUGLAS FIR 6 - AT HN&R - HANGER `SUCKS, BLOCKING AND BRIDGING 13 GRADE DOUGLAS FIR BELOW THE TOP OF THE INTERIOR FLOOR 5LAB5 OR 24 INCHES BELOW ADJACENT PLATES 4 5!1_L5 ON CONCRETE PR. TR, DOUGLAS FIR 0 - CENTER LINE HORIL - HORIZONTAL EXTERIOR GRADE. L - LINTEL HT. - HEIGHT DO NOT EXCAVATE CLOSER THE 1 112 TO I SLOPE BELOW BOTTOM OF FOO1114G. PROVIDE 50LID BLOCKING FOR J015T AND RAFTERS AT ALL BEARING WALLS AND tp - PLATE 1.1Y. -- IN51DF s>GE BACKFILL ALL PIPE TRENCH AND OTHER E>,CAVATIOIJ5 BELOW FOOTIN65 AND 5LAB5 BEAM5. PROVIDE BRIDGING AND FIRE5TOPPIN6 A5 REQUIRED BY CODE. m -- DIAMETER OR ROUND JT. - JOIN{ WITH MATT:RIAL SUITABLE FOR COMPACTION. COMPAC'; FILL TO 90% OF MODIFIED n NF - WIDE F�dGE MEMBER bd - POUNDS PROCTOR DRY DENSITY (ASTM D1551 OR AA31�0 T-180) BELOW 2 FEET Fi201'1 SURFACE, ROOF, WALL AND FLOOR SHEATHING SHALL BE APA ATED SI-IE:ATHING EXPn5l1RE I OR CDX OR STRUCTURAL II PLYWOOD WITH E-XTEPIOR GLUE. 5EE DRAWINGS FOR (F, - E)<15TING LDGR - LEDGER AND TO 95`10 AT THE UPPER 2 FEET. PANEL INDEX, !N5TALLATION, AND NAILING REQUii-c=MENT5. NAILING INDICATED (N) - NEW LJ-t - LOW HYDROGEN INSTALL ALL 51TE FILLS UNDER 5TRUCTURAL ELEMENT5 IN ACCORD WITH ON DRAWING5 TO BE WITH COMMON NAILS. 5HEARWAL.L SHEATHING 5HALL BE A.B. - ANCHOR BOLT Ka -- MACHINE BOLT REQUIREMENTS OF SPECIFICATIONS, WHERE NOT OTHERWISE NOTED, COMPACT TO INSTALLED WITH JOIN15 BLOCKED UNLE55 OTPERW15E NOTED. U5E EXTERIOR TYPE ARCH, - ARCHITECT MBR - MEMBER DENSITY OF 95% OF MODIFIED PROCTOR DRY DENSITY (ASTM D1PLYWOOD FOR EXPOSED LOCATIONS SUCH A9 30FFIT:S,551 OR AA5H0 BD. - BOARD MANLIF. - MANUFACTURER T-180) IN LIFr5 NOT TO EXCEED 8 INCH THICKNE55. PROVIDE 4 INCH MINIMUM NAIL ALL MEMBER5 WIT4 MINIMUM NAILING TO COLIFORM TO TABLE #25--0 OF THE BLDG. - BUILDING MA!5� - MASONRY THICKNE55 COMPACTED GRANULAR BA5E UNDER CONCRETE SLAB ON GRADE AND UBC AND INCREASE WHERE INDICATED. FA5TENER3 AND HANGERS ivOTED ON THE BLK'G. - BLOCKING MAX - MAXIMUM INCREASE WHERE NOTED. DRAWINGS ARE MODEL NUMBERS OF "51MP50N 5TRONG-TIE COMPANY, INC," .AND MAY 80T, - BOTTOM MIN. -- MINIMUM BE REPLACED WITH EQUIVALENT MODELS BY OTHER GOMPANIE5 HAVING EQUIVALENT C.J. - CONTROL JOINT M15C. - M15GELANEOU5 PROPERTIED AND 5TRENGTH5. IN3TAL_L ALL CONNECTORS IN ACCORDANCE WITH THE CLG. - CEILING NTS - NOT TO SCALE CONCRETE= MAI IUFACTURER'5 RECOMMENDATIONS WITH NAILING IN ALL AVAILABLE HOLE5. THE ACI STANDARD 5PECiFIGATION FOR 5TRUCTURAL CONCRETE FOR BUILDINGS GLR - CLEAR NO. - NUMBER ACI-301 SHALL BE FOLLOWED FOR ALL ITEI.15 NOT SPECIFICALLY COVERED ON THE CUTTING OR NOTCHING OF BEAMS, J015T5, RAFTERS AND COLUMNS NOT ALLOWED CT9K. - COUNTER51NK O/C - ON CENTER DRALLJIPdGS AND SPECIFICATIONS. WITHOUT PRIOR APPROVAL. J015T5 AND RAFTERS MAY HAVE A CIRCULAR HOLE NOT COL - COLUMN OPP. - OPPOSITE EXCEEDING 15% OF DEPTH DRILLED AT CENTER OF MEMBER. 5TUD5 IN BEARING GONG. - CONCRETE OPP. FID. - OPPOSITE HAND `NOFfs` D MINIMUM COMPFeF551VE STRENGTH OF CONCRETE 5HALL. BE, WALL5 MAY BE NOTCHED ``JOT EXCEEDING 25% OF DEPTH AT TOP AND BOTTOM 115 OF CONN. - CONNECTION OPt16. - OPENING V� \G 3000 P51 FOR WALL5, FOOTINGS AND OTHER COHCRErE HEIGHT OR M/.r HAVE A CIRCULAR HOLE NOT EXCEEDING 1/3 OF MEMBER DEPTH 6272 -! 3500 P51 FOR CONCRETE SLABS ON GRADE DRILLED At CENTER AT ANY HEIGHT, CONI. - CONI-INUOUS O.S.B. - ORIENTED STRAND BDARD � 'r C.S. - CLOSURE STRIP OAF. - OUTSIDE FACE (K� MAXIMUM SL-UMP SHALL BE 3 112 INCHE5 FOR 5LAB5 ON GRADE AND 4 INCHE5 FOR CTRL -- CONTROL PLC5. - PLACES OREGON OTHER CONCRETE. PROVIDE 5% AIR ENTRAINMENT FOR CONCRETE EXPOSED TO MANUFACTURER DE5104F.D WOOD TRU55E5/J0I5TS c/c - CENTER TO CENTER PLY'D. - PLYUJOOD 96- EXTERIOR EXTERIOR CONDITIONS, WOOD TRU59E5 SHOWN ON DRAWING 5 SHALL BE DESIGNED BY THE MANUFACTURER TO O.A. - DRILLED ANCI-JOR REF. - REFERENCE 21 �Q PROVIDE CONTROL JOINTS FOR CONCRETE 5LAB5 ON GRADE IN ACCORDANCE WITH RESIST THE LOADS INDICATED IN THE DE51GN LOADS SECTION PLUS ADDITIONAL DBL - DOUBLE REINF. - REINFORCING W. ES SUPPORTED LOADS, ACCORDIH3 TO ACCEPTED METHODS AND 5TRE95E5 A5 APPROVED DIA -- DIAMETER WaD - REQUIRED DETAILS AND 5f'ACING SNUWN ON DRAWINGS. WHERE 5PAC11`JG INFORMATION 13 pY (CBO. PROVIDE A MINIMUM 7i- FOUR SETS OF SHOE' DRAWINGS FOR REVIEW AND EkPIR_9` 12-31-95 LACKING, SPACE JOIIJTS AT A MAXIMUM OF 20 FEET IN EACH DIRE CrIOhL SUBMITTAL TO THE BUILDING DEPARTMENT BEFORE FABRICATION. MANUFACTURER DN - DOWN W. -- ROOF 5t-JALL INDICATE ALL NECE55ARY INFORMATION ON ERECTION AND BRACING TO DTL - DETAIL S.J. - 5AWC-'T JOINT CONCRETE HANDLING, PLACEMENT AND CURING SHALL BE IN ACCORDANCE WITH TNI= PROvIDF FOR A :''.jITABLF ItJ5TAL-ATION. DWG. - DRAWING 914T'G. - SHEATHING 5PECIFICATION5 OR ACI-301 IF NOT OTHERWISE NOTED. EA --- EACH 91M. - 51 M I LAR MANUFACTURER TO VERIFY EXACT LOCATION, WEICsHT AND DIMEN510N OF MECHANICAL E.J. - EXPANSION JOINT STD. - 57ANDARD or STUD UNITS WITH CONTRACTOR OR ARCHITECT. MANUFACTURER 5HALL INSPECT COMPLETED - ELEVATION 5%. - STEEL CONCRETE REINFORCING STEEL 1N9T-%LLATION AND SHALL PROVIDE A WRITTEN REPORT O ARCHITECT AND ENGINEER EL. REBAR 514ALL CONFORM TO ASTM A615 GRADE 60. BAR`S OF 04 AND SMALLER 91ZE INDICATING THAT MEMBERS ARE IN5TALLED IN ACCORDANCE WITH THEIR REQUIREMENTS, Ea -- EQUAL T413 - TOP At.D BOTTOM MAY BE GRADE 40, WELDED WIRE MESH 5HALL COHFOR!-1 TO A5TM A-185. PLACE E_UJ. - EACH WAY T4G - TONGUE AND GROOVE DULL OLSON WEEKM AND SECURE ALL BARS PER ACI 5TAPJDARD5, AND I~!:+INTAIN 5PACRIG AND CLEARANCE EXT, - EXTERIOR T.O.C. - TOP OF CONCRETE. REQUIREMEHT5. GALVANIZED STEEL: FD. - FLAT BAR TD.F. - TOP OF FOOTING T MINIMUM CONCRETE COVER 5HALL BE PROVIDED FOR REINFOR,. EMENT A5 FOLLC� ALL 5TEr-L MkMBER5 tJOTED A5 GALV4.NIZE=-D, OR WHERE EXPJSED TO EXTERIOR FLR - FLOOR T.O.5. - TOP OF STE=EL COND1110N WITH NO PROTECTION 5HALL BE 5HOP GALVANIZED AFTER FABRICATION FNDTN, - FOUNDATION TA.W. - TOP OF WALL. 319 SY MAgR" SI"tQ 2M WITH 2.0 MIL ZINC GOATItAO 11.4 ACCORDANCE WITH A5TM A386. �-�OR 27204 CONCRETE CAST AGiAINST AND PERMANENTLY E;cPU9ED i 0 EARTH 3" F.O.G. - FACE OF CONCRETE T9 - STRUCTURAL LUBE F.0.9. - FACE OF STUD trR - TYPICAL- (w)2x-6et5o CONCRETE EXP05ED TO EARTH OR WEATHER DRILLED ANCHOR BOLT5= F.O.M. - FACE OF MASONRY UAO. - UNLE55 NOTED OIHERWI5E No. 6 THROU60 No. i9 BAR 2" FAX( 273-1111122 No. 5 BAR, UJ31 OR D:11 WIRE, AND SMALLER I I/?" NEC: H jjI AL ANGN9223 IN CONCRETE: THREADED ROD PORTION OF ANCHOR 5HALL FTG. - FOOTING VERT. -- VERTICAL CONFORM t0 A5TM A301 OR GREATER CAPACITY, IH5TALL IN ACCORDANCE GA - GAUGE W/ -- WITH WITH MANUFACTURER'S RFCOMMENDAI IONS. MINIMUM DEPTH OF EMBEDMENT CONCRETE NOT E:XF'OSED TO WE=ATHF_R OR IN CONTACT WITH GROUND WITH - GALVANIZED W/O -- WITHOUT5LAB5, WALL 5, JOI5T, 5HALL CONFORM TO MANUFACTURERS REQUIREMENT5 BUT 544ALL NOT BE LE55 Ua or GL- GLUE LAMINATED BEAM UJT. - WEIGHT No. 14 AND No. 15 BAR 3/411 THEN 4,5 BOLT DIAMETERS WITHOUT PRIOR APPROVAL 5EE DRAWING5 FOR tLJUJF - WEL')ED WIRE FABRIC No. 11 BAR AND gMAL.LER 314° DEEPER EMBEDMENT IF REQUIRED. WHERE CLO5E TO uGE OF CONCRETE iDA719 R-1-98 BEAMS, COLUMN59 ORIENT BOLT 50 THAT E><PAN51ON FORCE DOES NOT OCCUR TOWARD FREE EDGE. PRIMARY REINFORCEMENT, TIE5, 5TIRRUP5, 5PIRAL3 1 112° APPROVED PRODUCTS INCLUDE= JOB Ill 84Q18 NIL TI KWIK-BOLT, RED HEAD WEDGE ANCHOR, USE- 5UP-R-STUD, AND LINE DEFINITION LAP 5PLICL ALL CONTINUOUS BARS A MINIMUM OF 48 BAR DIAMETER5 FOR GRADE OTHE=R PRODUCTS WITH SIMILAR ICBO APPROVED VAL-UP5. (ON FRAMM40 M-41`'b) 60 REINFORCING AND 40 BAR DIAMETERS FOR GRADE 40 REINFORCING, OR A5 crAn JR SAS, NOTED ON DRAWINGS. SPL ICES OF TOP BARS IN HIGH MOMENT ZONES AND OTHER - (SOLID WALL INDICATE5 WALL5 ABOVE 51MILAR HIGH MOMENT 3PLIGE5 5HALL_ CONFORM t0 THE 5PEC IFIC REQUIREME-NT5 DEILLED ANCHOR 1301—T5= smwm IR JOE OF THE ACI AND UBC CODES. DOUBLE BARS IN ALL WALL5 AROUND OPENINGS. AD"LOYL_61NGHQR5 IH CONCRETE THREADED RG'D PORTION OF ANCHOR 5HAL.L (TINY DOTS) INDICATES WALL5 BELOW (NON-BEARING) PROVIDE 7--0" x 21-O CORNER BARS OF 317.E AND SPACING TO MATCH HORIZONTAL CONFORM t0 A5TM A301, INSTALL IH ACCORDANCE WITH MANUFACTURER'5 BARS AT ALL INTER5ECTION5 OF WAL15 AND FOOTINGS. PROVIDE FOOTING DOWELS RECOMMENDATIONS, MINIMUM DEPTH OF EMBEDMENT 5HALL_ CONFORM TO ------- (DASHED) INDICATES WALL5 BELOW (BF/iRIrdG) P0113195- OF O l31g5- OF SIZE AND 5PAC!N6 TO MATCH VERTICAL BAR15 IN WALL5 AND COLUMN5. MANUFACTURERS REQUIREMENTS BUT !3H,6-1L NOT BE LE55 THAN 8 BOLT DIAMETERS WITHOUT PRIOR APPROVAL APPROVED PRODUCTS INCLUDE, USE 5UP-R-RE51N 392 POURABLE AND 5UP-R-RE5IN 3921 PUMP MATERIAL DEFINITION RAM5ET EPCON CERAMIC 6 CAP51JLE ANCHORS MOLLY PARAFA5T RE51N MORTAR CARTRIDGE BY EMHART --- CONGRETE SAND OR GROUT ---III- _ EARTH -- CONIC, MA9AJRY UNITS Ez or BRICK VENEER GENFRAI, -- STEEL pc •. — GRAVEL STRUCTURAL NOTES 8c INDEX FOUNDATION INSULATION Bull Mountain Road, 5-020 S1 BUP 95-0331, PLM 95-0200 15 of 31 If this police appears clearer II►,►n the document, the document is of marginal qua'-ty. !I��I�'�� . .:_. ► �rl�., 1�1�lilil�l �I��i��lr�� il�l�li��l��i i i�ili�i��lili il�lil� I1 1 S 1►Il24X III(ItNi�� ,.� ��Nlf ltll�llll Illl�lili Illl�lllil'fll�llll IIlI�IIII III111H111111�1111 IIII�illllllll�lllllllll�lllllllllllllllllllli'Ill III��llit �111�i1t � � ► .�Il't , CHRIST' THE KING LUTHERAN CHURCH PA B c D ADDITION I —_` - _ --_— ---- 11906 81I 81JI1. IM I � � TJG MOUNTAIN, &=44 q Q (609 09-6m 2 X 4 BLOCK ING 11S 48" O/C I 7YP• 110 ON "51MF'5ON" Z-CLIPS. 11 TYP. 1 TYP. .1 (3- BAY 5) -- - - -- 6 X 12 ?- ?x6 F.O. CONC. LL I I I I 4 X � X HATCH 5 _ b Lit nP. Jill >< 3 1/8" I?" GL » X I �I x - _ — r --_-__-- r2U _ - WT. = 8001'e 2X & T4G � < I 6 ?` Y GROOVE _ T1'P. DECKING. 1YP' `" c, 3, Xi Y / EXISTING i�00f _ ` i X F , 2x to w/ `9 5 - 3 1/8" 128 DBL. 3 Ex I sT I NG ROOF GL,- -- _I DBL, ,10157 • I ? x1 2X10 e 2 X 10 2 x 1 / I + o 7 ry \ `D I OV ERFRAME W/ 4 -IV - L13?IO - i . J015T •I ?.X 6 a'7 24" O/C �' 1 MECH. UNIT X 8 I MEC". NIT I I I I ! ! ! ! ! I I ! I 2 X 4 BLOCKING 6 48" O/C \ 'n X 10 3 ' %0 ` , 1 I I 3 8 ON "91MP9CxJ" Z-CLIPS. I i I I I ! I I I (3 BAYS) __ ! _ I _ ! _ I I I I ? xb ---- - ---- --Q - F.O TUD - --02 Q Ilk 1 � P' 9 L1 6 DB 2 x I 3 4 I Y,, 627P i ,9 UI PA E7. \\ Ix I I 4 X i X' 2x6 LEDGER b ILL T d 24" 0/ . - 2 , 4„ / _ a �� V-GROOVE N �` OREGON q - = DECKING. (n IQs rl,' 4 yt2,LL -- 2 2> ------ ? ?' ---- 6 X 1 - 2 - - 2 6 ? x6 I F.0.5TUD W. 7' S --- -- — 6 X 6 -- 3 mKPIRE80 12-31-95 j 13 I 8 13 DULL OLSON WEEKES i 319 SM M9.16TOIl ST.,N0. 200 PUMAIA OR 91204 Ex15TING oo (50J)126.6060 r- FAX (50 27.-9,9, 5/8 INCH ROOF SHEATHING DIAPHRAGM ROOF 5HEAT"IN6 TO BE 5/8" CDX OR STRUCTURAL tt PLYWOOD OR EQUIVALENT ORIENTED 5TRANDBOARD 5HE-AT"ING IN5TAU-ED pATT 8-1-86 WITH FACE GRAIN PE'=RPEICULAR TO SUPPORT 5 AND W11" END ------ OF PANELS 5TAGGEF-4`D. NAIL W/ 8d COMMON NAILS OR 14 GA. BY 15/8" 15TAPI-E5 AT 6" O/C Al PANEL EU6F5 AND AT 12" O/C AT INTERIOR SUPPORTS, Joe ! 84019 _ >o im w RAS c�ltcicrm >R JU TRUSS MANUFACTURER �0//3/9S- ROOF TRJ56 MANUFACTURER TO FIROV1DF ADDIT►UNAL TRU56Ee TO SUPPORT ROOF TOP MEC14ANICAL UNITS A5 REQUIRED. VERIFY LOCATION, WEIGHT AND DIMEN51ON OF OPENING WITH MECHANICAL ENIGINEER5 PRIOR TO "TAL.LATIOK ROOF FRAMING PLAN0 S3 ROOF FRAMING PLAN 1 Bull Mountain Road, 11305 BUP 95-0331,PLM 95-0200 17 of 31 If this police a1111ear", clearer 111,111 the I document, th^ document is of n1111-ginal g11.04Y. IJI 1)111111 I :. : : } � .liJt�l�l�l11JI1I1IJ1JWIP1111�111I III11IN 17 if 24X JI�IJIJ1 1 IIIIIJI�IJIJ1 IJIJIJI�I�fl � }►Jt X111 rfitrt ttiiftni Itlilttti J-111111171 111111171111111111111111111111 Ill itl il0 rfSAM , 2 k b DECKING — 5ALLC11 OR PREMOI.DED IN6ERT, FILL 5ALN �r JOINTS W/ SEMIRIGID EPDXY (SHOW 'A" I t0' CHRIST 4" CONC1aETE SLAB ON GRADE WITH HAJ�NE56 OF A-00 OR D-50, A6TM D2240) 2 x b STUDS a 16" OTC b k b EDGE BENT 3 1/!' b % b b/-E (b X b WIA X WIA) uwF - FULL DEPTH WITHOUT BACKING ROD . `� SEE SHEARaUNl SCHEDULE THE KING AT 1 I/4' C1FAR TOP, �' I 1/4' BEND q!. W/ LUTHERAN r 5/S 10 BOLT CHURCH a- a CONT. TOP Q I3Ur. r �"�f• •' 2 X 6 FR 7R SOLE {+LAT£ W/ 1 __ 7 X 6 9TUDB 9 Ib" O/C I .....,..^,, _ .�I A.B. PER 9VIEARWALI 3G11FDULE COMPACTED 3011. SUBBASE _ I I III—I jJ,-T 1,. I Igo, •II• IL / 1 \— 3 X 3 X 1/4" TS- ADDITION T-rr 7�_ a" SAND FILL OVER VAPOR BARRIER PER 301E Fi[:POR7 JOINT b" COMPACTED CRUSHED ROCK (MIND .` _ SIDEWALK •8 SOME LOCATIONS. V4' �.15, �'PLATE� W' / r. SAWCUTCONT'ROL JOT n � � FIN GRADE ✓ I – 4- CONC. SLAB • i __. 3/S" )K 4 X 9e 11906 BY BULL BEND WIRE MESH DOWN AS *HOJRJ. /I6 I MOUNTAIN O N Y7QY1 gyp W/ 1- 5/S" 4+ k 10' A$ TI � p0• I/7' DIA X ]'-O' SMOOTH BARS �D ' 41p�app9tlr • ?Qb-0� 4" CONCRETE SLAB ON GRADE WITH AT 24' O/C, COATED TO PREVENT BOND ;db ,,'6; �•° ' ° u DOWFIS 6 IS" O/C JJ I 1 (� - b X 6 - 10/10 (b X 6 WIA X WIA) U�IIF (DOWEL BARS MUST BE ACCURATELY ALIGNED - _I _ a � ALTERNATE HOOK SIDE r0 SIDE AT 11/4' CLEAR TOP. Q HELD PARALLEL TO SURFACE DURING POUR) _ .,� ° £ a.• � ,, . a I I --r • I �.. ii . a 14 CONT. 3' CLR BOT. _ II '•. COMPACTED SOIL SUBBASE - —I I I l+T a•• 9MlD FILL O��R VMOR BARRIER `I I — — —ISI 14 CONT. TOP Q BOT. 17 -0 COC. I TTT X7'7 Tr PER 901E REPORT I I —III- OYER 6" COMPACTED CRUSHED ROCK (MIN-) 4-- 0 PERF. DRAIN. P-- JLIT /y��p� �,..•f•7�� /y�1T 6" 6" 6" ..IlLLI Civ1F71 f7V1., 1 M`1.JV11`11 16" I�I� ' �� # 70 1 \ 2 3 4 S4 1'• 1Q S4 "' S4 I• . 1O S4 STEEL COLUMN - SEE FOUNDATION PLAN I SEE 61AFARWALL SCHEDULE — 2 X 6 STUDS 6 24" 0/C 12 X 12 X 3/4" BPLATE W/ 11" FILLET WELD I I 12 3/4" DIA ON GROUT r 51ZE To — 2 X 6 STUD* 6 16' 0/C #4x 1 AT w O/C yy MATCH COL- 2 X 6 FOR TR SOLE PLATE W/ u HORIZ CONT. TOP Q THICKNESS. I I 2 X 6 PR TR SOLE PLATE W/ 1/7' • DRIIIED A5. 6 12" O/C MAX EXPANSION JOINT BOTTOI'1 I U� BLOCK-OJT AS PER 31dFitRWAl1 SCHEDULE (SEE 9HEARWALL 3CHEDULFJ I - 91DEW4LK SLAB I I SMOOTH a- /4 CONT.. 3" CLR BOT. FLOOR St.AJS 1 1/1' 1 :.EY FOUNDATION PLAN TROWEL FINISH . • • � . — . ��.. Y ..'.a_ C 1 ?• u CONE -...;:•. .. ,. .:•, h ._ � •a � ..II, . :..•'I, I _ r ° � - � Imo, _ o II-IIT-I ' - I- 1T I _ 11=1 I If 11=1 I i=l I I I I I=I I I-I �a pf0 PRO, — 14 V 1a" O/C HOR17 SEE FOUNDATION PLAN Qv�'\yF,� IN f'P 01CIEAN GRANULAR – 6 BACKFILL �. • �.,,, OREGON u s la" o/c VERT. $sweoft y 50 �?iA+ S4 I' • ry S14 r. r-o• W. E a9a° EXPIRES. 12-3I-95 11/2" .� CLR LEVEL BACKFILL ° -T I -I I /(b• r 2- W CONT. a TOP a. coNc, s_AB � . DULL OLSON WEEKES $ (�• 14 HORIZ 0 17' O/C • • • • 1 r . e r . a • CLR 311 A 09411" ST.W, Im DOWELS, TO MATCH 1 @u ykY• m SIZE 4 SPACING OF � PoRI1,09,IN 172D1 PERF. DRAIN ��° op d''��a.°p .a VERT. BAR* IF USED. V 226--m '>�11�\)o• y e+6 �d° ry •' VERT. REINF. Va¢'a (SEE 5CHEDULFJ Z FAX (g>)17.1-1111 e'e pdgp' W I 2- 44 CONT. 3" CLR BOT. x H W A B T V R _ IlY 6' 14" y,- . MAX.M. TOTAL WIDTH TOE lEN014 Ht$L04714 F ]NO VEF(nCAL WALL TRANSVERSE FEa1F. bm epp M FEET M PCN" IN SJC(EG M INCHN tw INCA FEINFORCIN3 IN roatm -- y-'`' t LL 60. FLOOR *LAB X $°�• PROVIDE'9 4' Id' W •m I6" O/L NOT REQUIRED RSA JL...—94019 A •e+ SLIDING 4'-0' 2?' 6• S" 10' W 0 16" O/C NOT REQUIRED NC g • ,• RE91*TAE b939 a� •. ; 5'-d' 16" B" Id' 10 W nun n A 16" O/C NOT REQUIRED � . • 6'-O" 34' Id' 16" Id' /4 9 I6" O/C 14 X 7-4" 9 I6' O/C e� R JTIE 1,. -- V L I' • I-0' • am$ S 4 u fil17' O/C F RETAINING WALLS ARE. DESIGNED NOF' THE FOLLOWING PARAMETERS, LONGITUDINAL MAX. BEARING PRE".IRE • 1000 per y 3'. CLR 9UBGRADE COEFFICIENT OF FRICTION • 039 SOIL ACTIVE PRESSURE • 35 (h) per POUR FOOT IN G 50IL PASSIVE PRESSURE • 250 (h) W R AGAINST FIRM CONCRETE To BE rc' . 3000 PSI MIN TRANSVERSE NATIVE 501L REBAR TO BE ASTM A615 GRADE 40 MIN RSCH - SEE SCHEDULE E>ITEND DOWEL TO Y, (PLACE LOHGIT. FROM TOE OF FOOTING. BARS 9 3' CLEARB S" A of �� Fu rtOE1 FOUNDATION l NO 'R REINFJ w DETAILS s Bull Mounlaln RoaQ 11305 S4 S4 'UP 950331,PUM 95-Noo 18031 If IhiF notice appears clearer Num the document, the document is of marginal quality. ;;ppI�I{I ; #{1 ! U#1HI►Ni� n�lllil{tl�{ ilfllll IIIIIIIIrIIII I IIIIIIIIIIIII Ill{IIIItJtI {I{I{,;G�llllll {IttLIII 24X C D �dmt -dm nntnu mdull unlumllnhl!I uulun mllnn unhm mdnu nnhnllnninl�i�inln6;H I WE- E.PLAN FOR ExMOCKING of OCK INC SFE ARCH, - R I�T (EXTEND TO Sf:(,OND JOIST MINIMUM) CHRIST 'ter - __ --- X b STUD a 24" O/C. ? X 6 51UDg c7 I6" O.'G. 2 x 6 a 1b" o/c ea=vElE +�. �_ SEE AFaCH_ �I�H�' KING ? X •! FLAT BLK'G.----- AT ALL UNPA*3F ORTEU �'° - LUTHERAN PLYWOOD PANEL EQ6F-5. RF. PLY'D. __ NAILING - SEE RF. Pl_Y'D. - SHEARWALI 5CHEDUL..E TJI BLOCKING. --- ROOF PLY'D. _-- r, CHURL I ~--- � Bt..K'G. �= - - Je (TYPJ -- - ADDITION • NAILING - 5ff "9IMPSDN" 10-11 A SHEARIO" SCHEDULE Z-CL IPS ITYPJ WEB BLOCKING. - - _- TA BLOCKING. ? X 4 FLAT BLK'G. ON "50 "�50N" Z-CLIPS 11906 ST BULL '9 48" O/C -W PL.Y'D. 2 X 10 cil 24" O/C - HOUNTAM RD' PANEL JOINTS. TIG OR QM4 I T ( AW ----- ��_ NAILING - SEE 2 x IO 0 24" O/C (6w��-�� JO 9 S SEE PL 5HEARWALL SCHEDULE TJI - SEE ROOF "OJ'IMP80N" 14APoGER5 2 X 10 6 24. O/C — TJI °sEE W. PLAN - TYPJ EAMS N° A34 FRAMING PLAN. 2 X 6 STUDS AT 16" O/C �E ? k 6 STUDS a7 I6" O/C. RF. FRMG. PLGL- BEAM AN. Ga►�D. ��V`� ' `-— PLYWOOD (5F-'F- 8+-+EARWALL 5CHE::UL F-) ? X b °5TUD5 a 16" O/C. 2 x 1b STUD 3 a I6" O/C.— 4 I 1 2 3 4 5 S 5 �" - ��-�" S 5 ,,, . I-o• S 5 1• . V-cy S 5 I• ,'.�• 5C 155OR BEYOND. \ i 'Vt- T' H25 - / 2 X 6 STUD5 Q EA. TRUSS. "51MP50N" A35 - �, "SIMPSON" � %�, as 16" O/C. as EA TRU55. ,', a EA TRu55. _ SCISSOR TRUSSES ��---- 8 3/4" GL. BM. 2x BL K'G. -- a 24" O/C. 2x BLK'G. - - 5Ci55OR TRUSSES ?� E3l_K'G. ---- 5CI55OR TRUSSES -- ? k 6 0 24" r"'' a) 24" O/C. a� ?4" O/C. "5IMP5ON" (-✓'1.1212-2 --- RF. PLY'D NAILING - SEE SNFARWALL 5C1-{E:DtJ1_F (TYP-) RF. PLY'D. RF. Pt Y'D. -- WEB BLOCKING. -- - - TJI BLOCKING. 8 3/4" GL. TYP 3 WEH BLK'G. -- - "51MP5DN" HANGI=R9 -- �-- NAILING - °`PE TJI - SEE RF. PLAN 5HEARWALL SCHEDW_E I I/?" 3 I/e" x 1?" GL_ I I/2"�_ 4" ----- �- TYPJ )11 TJI SEE RF. PLAN - \ 777 "5lt•IIP5ON" HANGERS TJ{ 3EE RF. PLAN , 6" 2 X 6 STUDS a Ib" O/C L b X b X 1/4" X c-6" L b X 6 X 1/4" X O'-b" - � �„ /T.YP. LONG W/ 2- 3/8" m X 3" I LONG W/ 2- 3/8" 0 X Y' vy r , AT SPACING REQUIRED. I AT SPACING REQUIRED. ! I PARTITION SEEPARTITION - SEF 5 1/8" GL w t 1/4 ARCH. DWG'5. ARCH. DWG'5. Z,xie I I , - 1/4" SIDE PLATF- OVAJL 1/4" 51DE PL-5. W/ to PRO -5/8" BOTTOM 2- 3/4" m M.B. I I 5/8" BOT. Ip, \5� 0 1--ft Ia 6272 �� 5TL COLUMN - 5EE I j OREGON FtX,E DETAII FOUNDATION PLAN g 7 8 Y y • ' S 5 ,,, , r_a. S 5 �" • �-o" S 5 I" • �'�" EkPIRES� 12-31-ss SEE ARCH. j DULL OLSON WEEKES / 2 X 10 rB.LK'G. • • ■ c t ■ • t • 2 X 6 STUDS a 24" O/C. SEE PLAN FOR Ex TENT OF BLOCKING / I $T,-- (EXTE ND TO SECOND J015T MINIMUM) 4 "SIMPSON" A34- 3 311 Sr NAILING - SEE EA. BIDE >rA51wC1f1M Ia0 200 5HEARWAL-L SCHEDULE PGMA%OR 97291 / A I 2 X Io aS 24" O/C -- (TYP.) ( 2 a I 2 x 4 FLAT B!-K'G. -- ON "51MP30N" HNGRS. 'qw AT ALL UNSUPPORTED \ ---- --- - i FAX(W0 273-IMV PLYWOOD PANE=L HX-&.5. \ - 2 X 10 aLK'G. . I -- ? Xba? Ib" O/C 2 >< 10 a6 24" O/c �-- +ar 8 3/4" GL. I ---- -- -- i m 04019 - - - -- - -- ----------- ---- 2 X 6 STUDS a 16" O/C. 5 b 16d � "Im •4 SAS 8- lbd — I 5C'55OR TRUSSES- "51MP5ON" M5T48 -- 1/7" PLY'D. 6 24" O/C. } , OMIT a E>xl5T. BLDG. Cmcm BT JwC 2 x 6 a - Ib° o/c - �0/11/95 -- - ? k b E.4. 91 DE I SOA OF 1-051. rl I 5 1/8" x 30" GL - X 10 P05T OR b- 2 X b STUDS. - 2 x b STUDS At Ib" O/c "91MF15ON" ACEb ^� P05.1 CAP -.dk 8 3/4" GL -- PL.YWOoo (SEE 5HEARWALL. SCHEDULE) A 6kbPC5TOR — 6 x 10 Po5T OR 4- 2 x 6 STUDS. ROOF FRAMING b- 2k69TUD3. ----- v/ -� OL plarmno 1tw. DETAILS \-- Ibd a 12" O/C SECTION A-ASGINE E�y/ 1Q 1Consultlin4 Structural En6lneerw 320 3.11 Stark. Stdtb 5W S 5 S 5 Portland, Oregon 07204 Bull Mountain Road, 11305 .C!5 TeL (6031 226-1286 Y*x (603) 226-3130 r: 8UP 95-0331, PLP4 95.0200 19 0131 If this notice .1ppe;11•s cle;lrcr Ih;u, the document, the document is of r mu•gimil uumt�ty. JI_ 24X �111111t11iF� 'rill _. i�1111 IIIIIIIIIIIIIIIUII iIIIIIIIIIIIIIIIiIIIIIIIIiIII IIIIIIIIIIIIIIIIIIIIIIIIIIlUIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIN 1111��11 (II1�1111 111m MIT? 1 1 r ' `• I 1 a.•I CHRIST THE KING -00 u,LTOINQ 'A ni� D LUTHERAN A e CHURCH. ADDITION � 1, K ' f ; � �•,, I � J" CW an bw-v iDAM OIL 07W HI. P9 FOR CONTINUATION J" OW (60.9) "a-rm - � . , i r.° r• • ' - - - �� I PEWJ MG 1" TO 6ERVICE VALVE M tl I SEE SHEET P2 VERTICAL JII 6 -- COORDINATE FOR COfITM11.4TION WI 6T NATURAL III G X 1160 MOH I" CW EXISTMG I I I I E34�-y�, - " J" Gs I UP 1 ' II " -- � I EXI671Nb I" CW j � I UIP yl - ----- -- - --'^ YV4" O ' AMANDON and GM I 1') III riv If I II SEE SHEET PJ SEE SHEET PJ FOR CONTINUATION FOR CONTMUAT CN ---- 3/4" CW 3/4" CW 11/4" G I 3/4" OW G 777777�� I G J" W EO W 0 ' i V CW \. 15161 all - I EXIST GA6 METER CAP PIPING AID REMOVE $, � TO DE ESD EXISTING HOSE Bias PIP o = KEYED NOTES �4S U. ao e I /-;� anWo I 01 1" G46 SUPPLY TO KITCHEN APPLIANCES. I COORDINATE AUTOMATIC SUTOFF VALVE AND I I MA1,1114. SHI:TGfF VALVE WITH KITCHEN O O ECY1I"—ENT SUPPLIER AND ELECTRICAL I i O7 PROVIDE PREBBURE REDUCING VALVE AND i. — , . .. SHUTOFF VALVE, CONNECT TO EXISTING. VERIFY AND MATCH EXISTING FdZE. i � I DULL OLSON aVE;M I I I � �NERALNOTES • " • • I . • • . • I. PROVIDE SHUTOFF VALVE, C*48 PRE361-RE 3 so ws6c►.x 91.N6 w i IeDUCING VALVE, DIRT LEG AND FLEXIDLE p,)m^ W m CONNECTION AT EAC41 GAS APPLIANCE. (mA 1"m I2. SEE SHEET P2. PLU'IOMG CONNECTION SCHEDULE FAX(W4173-IN2 I FOR WASTE, VENT, CW AND HW BRANCH SIZES. 3. SEE SHEET P2 FOR GAS, COLD WATER HOT WATER WASTE AND VENT PIPING IN KITCHEN, TOILET AND Ll STORAGE SPACES. I 4. SLOPE ALL WASTE LINES AT 114" PER FOOT yy 6/4/95 s . 6400 INC ❑ ❑ ❑ ❑ ❑ 6TU0 OUT 6HOWN ON P3 Ono" 4' CONNECT TO • . VERIFY LOCATION AND IE OF i' PVC. J. , PLUMBING FLOOR PLAN SCALL 64.1 . 1',0'. .� PLIDIDIIiG FLOOR PLIi)f �I 4 Pi �.. 1N1 m Bull Maunleln Road, 113o5 21 BUP 950331,PLM 95-o2oo - + If this police appem•s clearer Iluu, the qtw;g 1 { ! I !document, #} �docnF„eal is or maIII�I vlhllll ! III r�rllll Ilr E 111111! rl!il ! ti!I!II !III! I !Gil! Ill�e t��ll! t�II! l Ilial � I � ► ► � l 2 4 X � 111111IIN11AIIMI � I I IIIIIIIIIIIIIIII IIIIIIIII lulllldnlllllll111111111111111111!IIIIIIIII IIIIIIIIIIhullll!Ilnllnllllnllul111uh111IInflll IIIIIIIII INI � ill , 1 .. ''. � � `�} '�y�!ld� ri� 4p +"� SIS" N?.va. .'", �.�. u .•:-w ... . 42, � � `iR �1. '#, per�` .4�'h IF •A ?E� «. Y�+ a. ,A �. ,"�L <.v .. rs, t to PLUMBING LEGENC) PL.UMBII CONNECTION SCHEDULE GOLD WATER IN CEILMG SPACE MARK PIXIURE ACCEPTA95LE MFR 4 MODEL • W Y GW HW COh'�•fENT'6 Nl"1l3ER (tr'OMR E�CAI"IPLE) MAYA OIL VM4 2'cw .� ear � CHRIST POR CONTH ATIOfd HOT WATER IN CEILMG SPACE we-i WATER T 4 2 �, -- w��c-�b'm�ATo'ED THE KING V VII;iNT IN CEILNG SPACE --. LV-1 LAVATORY I I i4 KOEHLER K-2,0106, W/E LUTHERAN G NATURAL GAS IN GEILMG SILAGE 6001 6-60-414 F�4�,i=" , OF-I DRINKING FOUNTAIN I i �4 ij ELKAY caVPP-n-c CHURCH ��• •••• �••� W SANITARY W,46TE BELOW 6LA15 W XAPR-11512 ADDITION _ ----------------_ _ i _ STEAMER I . SD Srol�M DRAIy BELOW GRADE O 1 i 1� WASTE to Fa-i SEE # r 12 WORKTABLE I tj 1 1/2 I� I� WITH SWING T FAkZ6T® S� � �---- rD FG POLNDATION DRAIN BELOW �ApE I I WITH OWING SPOUT FAUCET I'1 "r'� 2' CW UP TO G'$ILMG WITH FIXTURE MARK NO. SEE --- ®' POT 4 PAN OINK 2 I Ij '1 '� pi$CNARGE W�iBTIr TO GI-I' S .�/ 44JT-OPR VALV2 2' AFF. co CLEANOUT -] PLUMBING CONNECT �. �_1 CLOTHES WA8NER 2 1 LOCATE NEXT TO CLOTHES 6PE+..IAL•TY 1'�%MWT6 FCO FLOOR .LEAN Ol,lt i •' 4'VTR CONNECTED TO EXISTING AT THIS POINT. WAb"ER/DRYER OC.602 GOtCs GLJE,�1 OUT TO GIRADE VERIFY LOCATION, 61ZE AND CONDITION. r I 6d'-2 ICE MAKER BOX FOR FUTURE @ SPECIALTY PRODUCTS ME GAS vENra THEN AFF ASloVE F1NI&lt=D FLOOR ill 1141.E VALVE --- 0115-0m UP THM ROOF ^-`� S6-1 SERVICE SINK 2 1 �� 1�j FIAT MSD-2424 W/ 4' moor- CRAG" t'fkE DETAIL M� VT1! VENT TNAlJ }®OOF (� SOLENOID VALVE CWC.r4W NO. k"I FAUCET /- ---I CLOTHES ►_ �* DI61'�l SHFR 2 4, 4,* HOT WATER SUPPLY SEE CO TROL �} HOSE DIOe CAP 4 4 FROM WH-2 (NTHW) DRYER VALVE I-IOaE t'_tiIBIO V4 ZURN Z-1310 3/4' -- --- - _____ FD-I FLOOR DRA!N 3 ZLIRN Z-300 I 2 3.i -2 O I-I 3 ' FS-I FLOOR 8W3 ._._ ZION Z-19tZ� W/ • IXK."T STR4MEIF 1:6-2 FLOOR SINK 3 -- WASTE PROM * ZURN Z-1926 W/ .* _ - H�-I r- ----- BUCKET 6TRANER V 3' 2@ V - 61/-1 SOLENOID VALVE 3/4' IN GAS L INE6 TO AgCO 89 401821b �IE6 OVEN, RANt31:: 4 STEAMER NORMALLY CLOSED , FC0 FLOOR CLEAN OUT ZURN Z-Wb4 I- 2 ___ 3/4'�t��3/4'IaW li► - TOO -+ - WATER I-I>:ATER WH-i A A . 8MI114 JT-bb (NATURAL GAS) 1 I 2' 3 r_ _._--- —--- - W14-2 T ANKLESS WTR HTR �4 ,�{ VANGUARD FP-lib NATURAL GAS) -- 22 CIAtRt'9AGE 2 11/2 SEE # 2 � DISPOSAL 2- - 1t�J* PPMRINSE SPRAY !� SEE * V_ �V — t I 1 HAND SINK 2 1 /j �j /j SEE * W * ' Q COFFEE MAKER r -1 GI-I CdREA6E 32 UT-LOW CONTROL VALVE zL#mq X-TIM0 5129 5W I IR WITH Z-11018 ' N # N"WR MATCHES KJTC4-N EGrMJIP-EW ITEM NU IDER FIXTURES SUPPLIED BY KjTCHEN &a CONTRACTOR 4. # # WATER 1 FWM WH-2 IS HTHW 4 GOES TO DISHWASHER ONLY, L21 IN I Q� 154M r — —. — — - _- CLASS 'B° GAa VENT —TYP. WH-I 4 W44-2. C tNEC7 t t2-31-0 FS-I 1 —_ THEFT IOMETER 4 VENT THROUGH ROOF. SEE 3/4' 4' r' HO WATER 3/4'CWC)OM ' '=N_NTRY COLD WATER TOILET R � ' _I ' I - 3/4' 24' THEPtI4L DULL OLSON WEED -� PROVIDE SEISMIC P'LOO A A • M I T • • T • 6 "TIOR'T FOR A" CODE PREe6- CSD ts. I _-- ZONE 3 PER CODE--��+ TEP11°ERATUIOE RELIEF m if M911101t11 R NIL a SST PI VALVE, PIPE TO OVER nn4 alt va GD4~ITIt�.Ir4TIGd + I M`'AWR DR41N' m z»Ilde FAX 00> WATER HEATER I FRl7h'f GAS GAS I'�4�1°lSIJRE -T SUPPLY VALVE SET 140* F 8,/4/96 _...,. I 04010 „ Cild►L.VANIZED STEEL I JIM_JIM_"TW NEA72R foRC4WINUATION P'AK ULE CMD --�_=_ -- r - ---- n T DEQ'ET GAS t� . N. i'� COCK MI , TEST r � WATER HEATER L H- 1 P2 NT's rl '*N r� f',4RT I,4L. FLOOR FLAN P2 1/4's I11110 PUMOG SIM= DVIU Bull.Mountain Roari 11305 1 BUP 95-0331+PLM 15-02'10 ' 22 of 31 If this I1;111 the document, the doe iment is of Inarkinal (I'la ;,y. { I { III' L� � " Ilt' ' I . . I { 1I1� I I • I JI p, L �III�111�11 f�l�lll�lllll 1 IIIII�IlIJIJI IIIIIIl�IIII! I II{Iill�lllll IJI�I�I�IJII.! 111 IJL�111JlI #I HI} li'I�I�I I IIIIIIIIIiIIliI I iiN1114,41-41M,1rt i l 111f�1111 !lII�IIIIIIIlI�I�IIIIill�llllllill�llllll111�1l1111IlI�IIIlIIIII�IIIIIIlIIII!lIII111111!Ilillll)II!{I�II�IIlIIIIIIIIIII lIfl�I�ll N1111NIhfll f r 1f '1 fit 1,1401 1 , t I „ Y f MBt339®E ,Tmmta' KEYED NOTES CHRIST -- — - ---- — -- - - --- - -- — -- - - -- - - - -- - - - — - - - - GENERAL NOTES THE KIN fl— CO`W-r-T ERIFY IE. AND LOCATION DRAWTO EX16TMG STORM DRAIN 1, EXIOTING MGS,I N 49OIe•1ATION 16 F" 1111118000 LUTHERAN - FM - VFIELD VERIFY ALL CO►DITI" AND CHURCH LOCATE ALL UTtLITIES F"QR TO OIX&TRiJGTICK ADDITION I _-- C!) CON4ECT TO EXISTING SANITARY UAA6TE maw I VERIFY IE. AND LOCATION � o OR i CONNECT TO AREA DRAIN (01 Cpf p� '. � � a• �P•EP_ItE_=-�--- PL U NEo: I-I/d" METER AND 9"CW CUILDMG _ BO t lfmrl-". REMOVE EXIBTMG I" CUL , O m. 9310 I7- O CONNECT 10 EXIBTMG I"CW TO &APPLY EMG i ! B • SAN r &EX XIBTGUILDING. A.0 yAyy>lW�Ir - - •w I © NEW GAB METER COORDINATE WITH � NORTHLLEBT NATURAL GAB. ING I 3" 4'W I U4 O 6EE ARC141TEClURAL DRAW6 FOR i h FOUNDATION DRAM REOLIREhENT. O.O. BEO E 6AEET P7 6" at ur FOR OONTML4ITI I © CONNECT TO DOWN6POUT. 1 T M CA. ADD 1 r 1 N — — 589143W 4 i 5500 Q. FT. — - ,mr - - -- - - - - — -- - — 7 • 9'�u J r�au � � r - EX I I I / VALLA O — SAN 0 TMT i • I 4•� � J % MAM EN7R4r r.E 3 I o c EXTEND TO 5„ UPPER 4” 0 / CIO O /I EXISTING ' 88(00 SOFT. 4 1 " DTM•C-•I-� I - gggg I t� 4 w DULL OLMN WEEN I - � /� A11f MMi101 A.Id lr 4573A'l 1�IA10 a go - _ FAX M DYM I 814AW OU�•1T ASN R��"p pER a1RG7�g PIPING SITE PLAN PIPING SITE PLAN Q P3 f'. to'- a ` rw a Oilman 1\111 Re t1M ( !r M�9w w..IRni�au LBull Mountain Raatl, 11305 — BUP 85-0331,PLM 85.0200 y,.. 230131 1 H If this notice appeu's clearer 1111111 the document, file dnuuaenl is of wal f"inal quaSty. ilili�ililil�`yt}ti+�il1 1 t}I ► 1 11111111 nt1111�111It��ry111111gVIII111111111 111111111111 111111111111{ 4} it ,ti!► �} _}#}1111111124X C D 1hm Inik�i 111111 rlt�if tt 111111/111 union nnNm nnluninulnn un nn mdnnlnnluuundnulnnhndllnhmumhlnlull6n+omliiil Inllnu 111 Tnhn r A►!LG SECTION 1 — 11", 200 A MLO. VOLTAAE° I20/240V, p•/4, ! WINE _- 14ECJEFL SEE POLLER MGM MAN BIWA NONE MOUNTMGr SUIfAGE �r .—.� QCT BREAKER LOAD— RE LOAD CXT BAKER CHRIST , NO. CIRCUIT DESCRIPTION FOL"/Ar" volt-AN" PHAGE Volt-A1r77• POLE6/APM CIRCUIT D&6CRIPTIGN QCT No \ r. 1 L ug--�.� 1-20 1200 A nib w0 MILT-MM-O8E LIGHTING 2 THE KING L ! LIw+rINa_-ue.eRAL 1-20 wm a nib 1-2o nu.n-F�wroeE ucr+T►n a LUTHERAN 6 SPAM AR1 CONTROL UNIT i 70 200 b � 1-2o ML-TI- )R�FosE uI�lTING 0 CHURCH 2 6 KITCHEN PLUGS 1-20 680 A 600 1-20 EQUIPMENT 6GHEDUL2 1 r ADDITION 11 9=110 ENT SCHEDULE 46 1-30 2000 a wee 1-20 EQUIPMENT SCHEDULE e n _ U' GONTROI. GIRGWY 1-20 20C A 2000 1-30 RMIMIENT SGt•!DW-E W 14 A E(21WMENT SC 4ZO L_E 33 1-20 bee a WOO 1-20 EWIPM'ENT OC EDI X 22 n MEN00 Ib 7 6 �• EQUIPT SCI-WULE 36 1-20 1600 A 8 1-20 6TORAM RECEPTACLIS ES --------- It EQUIPMENT &C-ILD" 36 1-20 1600 a 600 1-20 MULTI-NilPOSC RECEPTACLES 20 �E 67664 U ADD 21 ACT-) RECL•P'AA:LN6 1-20 1000 A 1200 1.20 eATWprcM WeCEPTAC:LE6 77 (686) 6.18-RTN D. 23 ACT-I RECEPTACLES 1-20 1000 D 100 1.20 E'-I 24 26 SPATE I-20 0 A 0 I-20 SPAM 26 \\ 21 SPARE 1-20 0 D 0 1-20 SPARE 26 .-.. ■ 4 ANEL. G SECTION 2 BUS. 200 A M.L.O. VOLTAGE, 20/240V, IFN, ! WIRE � ELECTRIC FEEDER. SEE PCMR RISER MAN 5pw^ NONE MQNING■ 6WIUFALE , QCT BRF-AICER LOAD LOAD CKT BIE.dKER CLOSET - CKt NO. CIRCUIT DESCRIPTION POLES/AMP& Volt-Am" PHASE Volt-A97o• POLEMAMPS CIROJIT 0E6C4vTPTION OCT I 31 SPARE 1-20 0 6 TE 0 1-20 SPA >? 33 SPATE 1-20 N A 0 1-20 SPARE 34 3b SPARE 1-20 0 e 0 I20 6PARE 36 _ 31 SPARE 1-20 O A 0 1-20 SPARE A / EX16TM6 971 SPARE 1-20 0 e 0 1-20 SPARE 40 1110C" 31 SPARE 120 0 e 0 170 SPADE 44 1 46 SPARE 1-20 0 A 0 2-20 6PARE 46 41 SPARE 1-20 0 B 0 M 77 INSTALL 2-4' PVC SERVICE °`t / 41 SPATE 1-20 0 A 1686 2-20 E61-1 Be CONDUITS FOR SECONDARY I I/I 61 SPARE I-20 0 a 1686 D7 CABLES DT R9E, COORDINATE I / T 63 EQUIPMP3NT SCHEDULE 42 2-30 2600 A 1000 2-20 EQUIPMENT SCHEDULE 2 64 PROVIDE PLL ROPlb, TREIcw9 IMNI 66 2bW a 1000 AND egCIpRLL,— 1 , 67 YASHER/DRYER 2-30 2400 A 4600 2-80 EQUIPMENT GC4ECXLE 20 66 I CT 15 As" DC16TR16 ei'RVIGE6 I I � SYMBOL LEGEND ISTNG�1ROLE 6TP * WCE CONDUITS DIRECTED By FACIE. 0 a SURFACE LIUHT OLTLET-NORMAL, EGIM88 IN .T] 0 RECE66ED LIGHT OUTLET-NORMAL, EGRESS SITE PLAN RECESSED FLUORESCENT FIXTURE-NCAI IAL, EGRESS EI 6CAW.a I.3o'-0• SURFACE FLUORESCENT FIXTURE Llr—zHT FIXTURE SCHEDULE A' E PHASE I METER 6OCKET. Q2=1 WALL MOUNTED FLUORESCENT FIXTURE USE AS ANGTION IF REHIRED. RECESSED FLUORESCENT 2X4 2 LAMP FIXTURE WITH 120 V ELECTRONIC �� BARE TUBE STRIP FIXTURE Z/3Z BALLAST 7 OREMM LITWMiA 4610-232-AI-120-GEC v E PF418E 2 M�� E 11/4C-342 ® EXIT SIGN FIXTURE FURNACE AI SAME AS FIXTURE 'A' EXCEPT 3 LAMP REy S ® ALL SHADED LK•HT OUTLETS AIW EXISTING AS NOTED 3/32 LITHONIA 46P-332-AI-120-0E15 _ mincs ae-ao -n O ® / 1 O O 0 TRAM MOUNTED SPOT FIXTURE AZ SAMIE AS FIXTURE 'A' EXCEPT WITH EMERGENCY BATTERY PACK SYSTEM REMOVE CABLES, mRERIVUPT l` � FA-2-1 LITH,IONIA 46P-232-AI-120-GEM-EM 018TRIe. EXISTING SERVICE, ANP CAa �A'� 1;': • �' CA�_I�— l'IXIURE TYPE DESKaNA710N ABANDON AS INDICATED. ( 2) (PHASE U '`(PHASE 2)� 9�-- NJ'IMER AND WATTAGE OF LAMP ; SAME A6 FIX,UIE 'A° EXCEPT 3 LAMB' WITH EMEWIENCY BATTERY PAC-4 PROVIDE TEMPORARY, PSTEM m CII JUNCTION BOX-SMALL, LAIi^sE 33LLYTWMlA 48P-332-AI-'J0-GED-EM RE(rUUIRED, TO KEEP BUILDING PHASE I fN OFFICE A'E M SERVICE. VERIFY.- E Z°G - 3 • 3/0 PASTORIS OFFICE. (NEW $ �U BWSTGH-81NYsLE POLE, THREE WAY= .48 m1GH4L8 B WALL MOUNTED FLUORESCENT 4 FOOT LENK■TH, 2 LMR', 1007n OPAL VI16'iM X _ __ USE STEEL ELECTRICAL CLOSET) 2/3 ACRYLIC, 120 V ELECTRONIC BALLAST DULL OLSON WEEM ELL UP PGE POLE AS x 200A 6WITC44 ELLS, T'PI� / TELEPHONE OUTLET LITHONIA 'WC-232-120-CIEB-MW DIRECTED BY UTILITY. E INTERIOR PROVIDE NEW FEEDER AND • ■ • ■ r • ■ e CUT CONCRETE SIDEWALK RECONNECT DISTRIBUTION 'B'. m PSE .ALAIBM MANIIAI. PULL STATION, 442 RNCHEB G DARE TUBE FLUORESCENT 7 LAMP FIXTURE WITH 120 v ELECTRONIC AND BACK PATCH TO MATCH 2'C_- 3 ' 3/0 _ _ BALLAST A6 DIRECTED MY GEN. DA 209MD ABANDON PHASE I SERVICE. � � FIRE ALARM DETECTOR-SMOKE, HEAT ZA LITHONIA 4t_--232-120-GE5 paw^OR out F RTU2 '— 36AF F RTU2 USE STEEL � FIRE ALARM AL 115LE ALARM, 460 INCHES D RECESSED FLOURE6CENT 6 INCH DIAMETER DOWN CAN FIXTURE WITH FAX 0"M- 0 • p &OAF ELL.B, TYPICAL. ® SPECULAR ALZAK REFLECTOR AND 120 V WFF BALLAST IU 'G' 'C' ,17' FIRE ALARM AUDIBLEM:9UAL ALARM, 400 ARCHES l2) 4 INCH4 PVC UNDERGIOOIND TO Q • f LITFIONIA/GO'NAM /+F-2/I3TT-GAIT-i20-44f'F EXIOTNG POWER POLE FOR NEW Ci1lOIND R•NA6E 3) F'HA6E 3) , 4 1u . SERVICE. PROVIDE PIUI-I- ROPE M BU6 SEC. 1 YiG 2 c '6 i g -{ FIRE ALARM VISUAL ALAPM, .60 INCHES D1 SAME AS FIXTURE 'D' EXCEPT , INCH DIAMETER WHITE SPLAY TFL, WITH EACH FOR CABLES BY PGE. SEE - - L� e DAMP LABEL AND GOLD WEATHER BALLAST 61TE PLAN F R U.I _ Lo l_J D16GONNECT SWITCH-SAFETY, FU6kD LITHONIA/GOTHAM rL0E-2/13TT-,RW-TFL-I20-HPF yt31 08/04/95 60,6E STUD OUT FOR FUTURE ,S R•RD'✓iDE 48' X 46' X II' $ .0 } AND ADDITION MARNORTH. LOCATION. Y MOTOR CONAECTION E TT COMPACT FLUORESCENT TRIMLINE DRUUM WITH 120 V COLD LLEATHER CT AND TERM 'ctrl.—� • • ' M n 13 BALLAST ,a • 94019 o ^ BRANCH CIRCUIT PANEL-SURFACE, REGE88ED PREBCOLITE 09424-8-120V MAIN DISTRIBUTION PANEL AS NOTED F ccNrN oA ROI! TUBE SUSMENUED UP/DOWN BATWING LIGHT tw PT KOH NEW 6EMI-P ECE56ED . _ _ n ^ DISTRIBUTION, 9 MCF4 DIAMETER ROUND HOUSING WITH DIE-CAST END METER SOCKET. —� 7 CONDUIT COW-EALED OVERHEAD OR IN WALL 3B PLATES, SEMI-SPECULAR PARABOLIC LOUVER 120V ELECTRONIC BALLAST am 3T D.A.T, DUS ONLY FINISH STANDARD AS SELECTED \ �h _4+ C'JN D UIT CONCEALED UNDERFLOOR OR UNDER9ROLMD LINEAR 1-4"TING 4ZS-2/I-3-32W-120V R16p� OM /m 3P. / I/210. FIRE. ALARM CABLE CONCEALED WHITE FNISH 4 FOOT TRACK SECTIONS, LIVE END WITH CANOPY. 30M R40 GT MOLNP-15ACK CYLINDERG O EYI6TING TO REMAIN LITHONIA VrC-R--40-WN, R4-WH, •TAI-WAR /4'G U ExISTING TO RELOCATE EXIT SIGN rlxTUlE WITH MATTE eI.AGK. BRUSHED ALUMINUM FACE,GREEN COLD C■160tND DUD 106.�0A MUS a LED16, AND EME63ENCY BATTERY O'ERATIOk 120 V WATER PIPE -_ 0 EXISTING TO ME REMOVED LITWONIA •L!'-6-1-4-20-ELN NEW dROUNDM TO TELffr4O E BOARD -1•JEW MAMPIBTRUBUTICZN P,4NEL (PHAGE III) ELECTRODE CONNECTED LOAD SUMM,_RY z ONE —LINE DIAGRAM—REVISED NEWLICWT"43ESTIMATED E67mriv1AO +ookW ONE-11NE NEw LIGHTIING ,) kW ONE—LINE EI EXTEND EXISTING t20/24OV, I F OLE, 3W 6Y61EM NEW RECEPTACLE 6A NU ' NEW HVAC "3 kW NOTES- NEW KITGEN !St kw L VERIFY LOCATION OF ALL EXISTING ELE;TTRIC-AL ECIUIPMIENT. RRlirt 21D MW ---- - TOTAL KW 182 kW 2. ARRAN= WOW FOR SHORTEST REQUIRED DOWN TIME TOTAL AMP6 600 A ��SK Jr a�■carr.TOTAL AMM r 116 N200 A 6QRVICE ,tn77r•6 �CUT-OVER DURING OFF-Ham. Bio �o ew Bull Mounteln Po•d.11305 LBUP 95-0391.PLM 95 0200 24 0l 31 If Ihis nnlice appeals clearer then the document, Jle documenl is of marginal qua':tp. #�!I!Iilil I11`�N 1l#�I�I+II ►##L!#!N 1�11,1i�illli IIIIiII�illll riniii�ilrl� ilillll�ililiii IIiIlli�ilill illlili�ll�h IIIGTII�lflll} + MX Isllllllli C ��h111uuunlRel I l i >ri mt RI i nldnn union nnhminn6minuhm mT Ilmi uulllulmgml mdnu mduumldmlinnhulimdlm Irnhiil ludnn Im it f inlir. a _::... i •t '`r.Y. .t ,: 1. .. \ t .' • iIRH 1 .e t .e1 d✓' ',1^ .. r .;�' •N a - .. .., h, , + .., - , ( t. i/'. •b - '�f, "' ,¢� 'tet .,ntii ' •, .`}'• .. ,yi .. .. .., .. .,•. .. ., .. n► �- ♦ '`+� r . . .. _ t ,.Tk.. Y'A... ;cit .._ l ,,. - :.�x., �a' V. 'ids •'r �r.,;•a : .. :- , ,1r .r !'..s '1 y"['. .. jj �. .v .. tie: I !' � •tlt - �i �r 1. _ qy e y l .. . .. k •!.' ," a .' .. ', - .. I 1.. lI^ y , g' g • M r y - 1^' r g•.,r.!. '�A; a,.: . .'r �•rr .,.. '.•YF _ OT T�4 i 5 T: y, .0 _r J._ a1.4 �9• .. - ' ' r;� ':rte ' r, "r �`.. t .. •,,Ys, .. �i INSTA/+L�L�. "4 TICU DOM ABOVE �Ay CCEE115,61 LE CE I L N3,rn" CHRIST CeNeCTIONB TO I9IXT1We. THE KING o EXfET1D EXISTINCs a 0<4tWLLLW 2>(T MOR 1291 VOLT x -rNEw �: LUTHERAN LIGNTMG CIRCUIT AND CONNECT NEW FI>tTtk'e@ AS ., INDICATED. BUfLDING� iADDITION A (13 D CHURCH U3 &hf -ND FIXTURES BY AIRCRAFT CA!'!LL ATTAGNED � T_i TO WHITE PAINTED c.ANOFrIEE�, TYPICAL. BOTTOM or � ADDITION FIXTUM6 6k&L BE W FEET ABOVE FLOOR O DUAL. 6WITC44 FIXTURES 80 GENMRL.A1"IPS ARE ON BULL ONE BWITCI4 AND OUTBOARD LAh'IR8 ARE ON ONE _- _-- M 11 AIN M SWITCH TYPICAL. I TVAW OR b INSTALL 8111RFACE Z-CIRCUIT TRACK WITS FOR , `- ---- -------_ - -_ _�_ X E 608) on- PLUG-ON FIXTURES. Ga*CCT EACH WCTION OF 6 3 TMQACK ON ONE SWITCH AND CIRCUIT. © "TALL PORCELAIN LAM°'HOLDER UP b'-b' WITH - 00 W LAMP.PMVUM -- - - - WRING CONJNECTION6 80 ALL LCslQEbb LIGHT FIXTtMb SWITCH fN NOMIAL N=ASHIGN-AWD WHEN THE 411111111.11- - — 'NOT' CIRCUIT am 0m, THE EEiC�lCY � r _ _ ( 3 7 SECTION ------ • T it DAT1!!RY bYsTEM OF'ERA1e06, TYPICAL. ' 3A �• I A I I i r " 2.* 2/32 I. 4> I I E 6m A 11' IceII X 1 i I ' � b Al F� ii I 3 332 I 3132 E ON EXISTING I III TYP. • OUTLET 3 3 it Z_ Z =01 I \_ , A - ONYNCs XIS I - ---- -- 2 3 2/3 , r J OUTLET E x ---- — -� i c. \ B ® -- x iil X �I 12/32 I b \ • , : i �--- acs - - - -�- - - --- ___ --- --_ --- ----- --___--- -- �., J � J I 2/32 2 iF r• , A2A II- . -r - I GIN` L 2/32 ?/3� if I� 1 i vI 2 Q ' Q -- -- - r --- - -- - -- Q 3 T — --- 2 3 i I I I i IAM .►� lP as ma xo- raD 60i rrx wn +M9 Met aur les fis Gaze l % wr ,a r 71 194 L;M d0m m 40 rw ::a rM mw Z. M %m on #4eta: :.r. vr, en ar w, We I" rata w w a►r It aer aw AM M *A Of ar W ra -V 4 r, wX xA- w r am, Up rte to re ANE wn wu ra W♦ ar. *rm ow !,K -�n, X Tart C, c•a as• 40 11111111 wry +� 49 wr ae w w � OREf"sON E D J$'R4115 'B' I Z v X D X Fin rta � a MENDANT - b E /13 b RE1' S. A - x - WE FEXPM 06-30-97 -_ ------- - - - 12/321_ I I I I G I C �- I I I I I II DULL OLSON WINCES- -- - i I I A w IS N 1 T ■ N T • aI I - 311 so WASI ll SE,IKL aoo POR1LAlQ dt 17704 ' EIPANEL b• M FAX(M) nll� 08/04/'96 I I 94016 - — --------- ---' - MUM >R IG04 I X X mmm sr D.A.T 1 I , b b PENC'ANei' PENDANT FLOOR PLAN L ICgHTING mim PRAM UGMG Bull Mountain Road, 11305 / �— ~ I 10445 3W Canpn Road BLIP 95-0331,PLM 95-0200 r Re 200 an B~am Org97005 25 of 31 Ph" (50. 144 49 FAX: (503 520-0690 If this notice appears clearer Ih;ul the documelal, the document is of marginal yual;;y, ;� ► IIIII�I ILII !I ItI ��l! t, �l�l�l I I�I�i�I�I�III(I t11(I(I�IjI(I I Tjl(tjl�l(Ijl I I(I(Iji�lji(I I I (I(i(I�I(I(I ��I(I(I�Ijl�l IIi1�►tl�ll►.I�: _-. I#11�1Jill � ,.1 'i�lijlllllllll(tlll III!'iNl I•t�fi ` fel' Illi � :all ti(I�tll(IIII�IIIIII111�IIIIIIIII�IIIIIIIII�IIlillllljlllllllll(I�iI�Illlljlllllllll(IIII(Illljllllllllljlllllllll(IIIIIIIII(Illf IIII�IIII IIII�IIIIIfIHllti� (llf�hl t1l�llt ~� Il�i`111f1 , All M��• yl ' O ` • •_ . . .• . a . r - ISI �■■■■�� , � ■ IIII�II'I�III �` IJ /1 _11Mug ° II_■ I © IJ O IJ�Y� 1� 1v� • • �� it—■ __ .��1 — ' q , . . . 1,15'Ift O E ; , f— � PQ I_ _JII it i . L I I I_ I — 39 CJ 23 i I ' o 9 33 3v z$ 13 -- cio- 30 Ll IL - --_ - - 0j( 0 3 1955 This plan Is a general arrangement of equipment and fixtures for the convenience of con- Sheet: Revised: nI I ?�-�fr tractors All measurements are to be verified on the lob. Plumbing,electrical and vent outlets ) �' r . have been located as accurately as possible and are Intended to suit equipment to be supplied. KALBEREF1 93,1p'S We accept no responsibility for work done by sold contractors,and will not be liable for any d-3-135 JDS expense for changes mods necessary by local code!, ordinances, structural conal- � ' tions or by the substitution or changes In equipmeipme ntt shown on Ihs plan, or for any other t 1 t t Ij reason. w Contractors are to make allowances for all plumbing trim valves,traps,magnetic conlectors w and disconnects, starting switches, etc.,except wnere specifically noted In specifications. This plan must be verified and approved before detail and rough-in plans can be made. PORTLAND'603)227-1181 Bull Mounteiri Road, 11305 This pion Is the property of Kslberer Hotel Supply Co.and Is loaned subject to the condition Toll Free 81710-87r-i 181 a Fax Line 503-274.9784 that It la not la be copied, reproduced or distributed either In whole or In part,without par- Date: Scale: Drawn by: File Number' BUP 95-0331,PLM 95-0200 234 N.W. Fifth at Everett,Portland,Oregon 97209 r ,, 27 Ot 31 mission, and Is not to be used In any way detrimental to the best Interests of the company. _Loa: I__L 1L 11 [�I 7/7 S I t 1 t /4 1b J l�hrl C - If this notice appears clearer thvt the document, the document is of mau•ginal yualAy. iii ur#liiit�uf�liiit�l��l!111�u11111 fnllini lliihu11n111i1i1 �111111a�1niln�1�1111111n�u1�luninnll�e "� Ir� ,. . , I r I _ _ I INENE-z-R�°� �_� X1 0 PE GENERAL NOTES 6/►SED ON PLUM - - NO� ll L= CQ �,TIPIGAI_ CON51RUG1ION. IrJ ALL GASESODES FIAVE FREGEDENt OVEK Tf IESE NOTES AfJD IT IS THE BII_I1-Y OF 1FIE INDIVIDUAL CONTRACTORS TO FOLLOW SAID GODE5. EQUIPMENT 5UPPLIER TO PR FANS MUST EE LOCATED IQ1'-QI" MINIMUM FROM ADJAGENI f IUILDUJG OVIDE A1JL FLUti1L Ir1C CONTRACTOR TU IN51 ALL AND PROPERTY LINES. 5 MECHANICAL GA5 511UT -OFF VALVE ON PRIMARY GA5 5UPPLY 5ERVING ALL GA5 1 DIMEIJ510N5 511UWN AP.[ FROM FADE OF FIiJ_ISFItO WAR[- OR Fl_Ool? TO EQUIPMENT FOR CONNECTION TO FIRE PROTECTION SYSTEM. GEN Fc.KLINF OF RUUGf{- IN Ar1U GEN rEKLINE OF KUUCTI{ - IIJ 10 CEIdIEKLINE OF ON AIR, INTAKE FROM MAKE -UP AIR UNIT AND H V.A.C. SYSTEM 5HALL ROUGH- IN, UPILE55 01HERWISk 5PEGIFIED AT DIMEN510N. ALL #2 PKE55URE GA5 5Y5TFM5 PL1.►h!DFK 5HALL FUKNI5H ANE) f BE LOCATED 10' -0" MINIMUM FROM EXHAU5T FAN OUTLET5. MAXITROL PREi55UP,E REGULATOR 325 -3 IN GA 5UPPLY LINE WITHIN rJ3T(THREE) RANGE GUARD FIFE CONTROL FEET OF THE EQUIPMENT L if 1F, IN AUDI T f Of! TU THE NORMAL GA5 REGULATOR ,OL IL iQUID KAF:BALOY) SYS TEM - UL FFA SUPPLIED W11fJ THE UNIT, APPROVED EX. 2458. EXACT LOCATIONS OF NOZZLES AND DETECTORf A5 PER SUPPLIED INSTALLATION MANUAL. 71,-el L� LLL U� IJ 1l �J� L7 ° Pl_Uti1BING CONTRACTOR Sf IAL_L MAKE ALL R - nr� - " ��G'A T 0 O f� N (�' UL GI 1 1, . AND F I[JAL GOCJPJI::cl I ON5 T 8 IN CONFORMANCE WITH LOCAL CODE5, AND 5HAL_ - - WIfF1 PERMANENT NAME TAGS IDEfJTIFYIiJC-� I 5UPPLY 5f-1UT OFF 'dAl_VCS 5UPPLY I_INE=5 TO EACH INDIVIDUAL ELECT'REFRIC-yEP,ATION CONIK PIECE OF EQUIPMENT. INCLUDE TRAP5, TAIL PiECE5, AND LINE 5TRAINER5rAGTOK 51 IALL SUPPLY ArJI? INSTALL THE A5 REQUIRED.FOLLOWIfJC7 IN ALL WALK - IN R FPIbF_RA1IUIJ 5'i5TEM5: vRMAL DRIER/5TRAINFR, EXPAN5IUN VALVE, LIQUID LINE, 5TPAINER, PUUM 7ULKM01v1 PLUMBING CONTRACTOR 5HALL ETEP, ArlD GRAf1I: CASE NE.ATEP,. IIJ ADUIIIUN l FUPNI5H ANE) IflS�[Ar-L- ALL SIr1F, WASTE RIfJES. EACH 5Y5TEM WILL AL50 INCLUDE: ELECTRICAL CON FRAGTOK 5HALL MAKE ALL ROUGH- IN5 AN- ( > Fl_EXIBL_E VIBF.ATIOhJ ELIMINATOR IN SUG'IIOfJ LIPJf ELECTRICAL C,OfJTKAGTOR 511AL-L FURfJISI{ Af1D INST/,l_L INDIP,ECT DP.AIiJ`. I r;OM COrJNcCTIUrlS IN CONFORMAIJGE WITE ! ALL V FIrIAL 2) FULL CHAPCJE OF REFIGERANT AND OIL ALL EQUIPhIEPJT OTIIFR THAN 51NK5, A5 PEP, LOCAL CODE5. ALL FLOCIF' 51NK5 LOCAL_ CODES 3) [IAP, 5f IALL BE EQUIPFED WH I I A 3/h GRATE OR A5 511OWN. ELECTRICAL' D COPPFP, TYPE "L" PI_FP.IGEPAEJT LINTS W/ "51Lvo5" CONrP,AGTOP, 5HALL SUPPLY ALL D15COrJIJECTS, 6P,A7_ED JOR,115 �,I FCHEN EQUIPMENT CUIJTP,A I[JTERLOCK5, AND CONFACTOK5 RE > 1 REE) ON 0 L.IQUIO LINE 51GHF GLA55 CTOP, 511ALL- FUKN15H f AUGET5 AT EQUIFMENT• REQUIRED BY LOCAL CODE5 OP. A5 5FECIFEDLL EQUIPMENT AS PLUMBING CONTRACTOR 51 r 5> LIQUID LINE DEHYDRATOR, FILTER, OF SUFFIGIEIJF VOl_UtiIF 1Al_l_ ILJ5TAL1- FAUCETS A) REQUIREf). 6> 51r1(7LE POINT GOf�lfIECTl011 TO CIFC,UI F BP,EA1',EP, AUTOMATIC FL-Uh1BlfJ�� CONTRAC-TOR EL EGTRICAL GONTP,AGTUF', SHALL 5TAFTIN6 5WI1C.H MOFOP PKI07EGTUR5, AND PRE55UFE �1JALI', - IN FREEZER SHALL IfJSULA E DPA1^1 I_if1E 5 FROM ICE BIIJS rlu CONTRACTOR WITH WRITTEN V 5UPPLY KITCHEN EQUIFMENr ERIFIGATION FROM POWEP, 5UFPLY l_IM11 SWITCH. 5 AS P,FQUIP,ED. PHASE OFPOWER COMPANY OF VOLTAGE ANO D 5OLEN010 VAL�`E THE BUILDIIJ6. AVAILABLE TO 8) 5UCTIOIJ Lltf FILTER ov `_,UFFI(;ENT' VOLUME PLUMDIIJG CONTRACTOR, 5HALL FUP,N01 A►1U 11J51AL[_ 5TA1[JLE55 STEEL OP, 1) 5EJGT ION PRE55URF KEGULA FOR CHROME E5CUTCHEON PLA I E5 FOP ALL WATER L INf=_5 PENETRATING GOEJ J FEF' TOP5 AND BACK 5PLA5HF5. ELECTRICIAN SHALL_ ATIOr WITH OWhJEI'. ALL VOLTAGE5, AMP LOAU5, I IC1> TIIF�PP;IAL EXPArlSION VALVE FOR EVMURAIUR AND 011-IER SPECIFICATIOfJS Of�J A _ , EQUIPti{ENT TU BE USED ALL EX15TlT1G / O,NfJCP, ,UPPLIEC? PLUMDER TO INSTALL AN ACGE551P,LE 5HUT -OFF VALVE IN FUEL 5UPPI_Y PIPING P.EFP.IGEP,A 1 IUfJ GUIJ f RAGTOP, "HALL ti1AF:E ALL_ P _ OUT510E OF EACH APPLIANCE IN ACCOP.I)AP1GE W - .000H Ir15 AHL) GUUE ' AFPEPJDIX B, CHARIER 22. 1111 THE "UNIFORM p�1E:fIANIGAL ELECTRICAL CONTRACTOR, SHALL ANL)AIFJSTALL SHUfvT 1K(F FINAL GO�1rIEGTI011S It) COfiFCF :MANCE WITH ALL LOCAL GOOE`.t 13REAKER5, CONTACTOR5, OR RELAYS FOP, ALL ELECTRICAL GOOY,li!G IN ODDER TO MINIMIZE If l[FPI-EREIJCE VU111 f USAr'LE STAGE, PLUI�IBEP 51-14,L EQUIPMENT PP,OTECTEU B'r F IPE CONTROL 5Y5TEM AI'1D MAKE. FINAL 5F FIIEF;MU5 CAI FU GUr - 111 AT +38'F A11U C.E ►1 -OUT ATCONNEGTION5 A5 PEQUIKED BY LOCAL GOOF. +3I'F FOK P.EFRIGERATOP,. FP.I_E7FR 5f1A1_L GUT - IN Al -3'F CUNIT��OUTING OF LINFS IHFOl1f"TH FIXIUFF-5 "'ITIT KITCHEN EQUIPMENT Ar1D GUT -OUT AT -5'. ELECTRICAL. CONtP.AGTOP, SHALL 5UPPLY STAR EXHAU5T FAN GONTROL5 WITH MAKE -UP AIP UNIT, A5DREfQUIREpNIJEGT WHEN PEFRIGERAf1F 5UGTION LINE5 ARE TRAPPED, USE NEXT PLUMDING TING / OrWNE-RCT�PPL EDL E VU11'ME WIFH OWNER, REQUIREMENTS OF ALL BY LOCAL GOOF. 5MALLFP, 51ZED PIPE IN VERTICAL PORTION OF THE TRAP THAN � MCf1F TO BE USED. THAT INDICATED, 50 A5 TO ACQUIPE 5UFFIGENI- GA5 I ELECTRICAL CONTRACTOR 5HALL ' VELOCITY FOP, PROPER OIL PErURN. PLUMDIN(S GOP11RACTOR 511ALL 5UFPLY 5EPAPATE L)PAIN OFF ON MAKE -UP ON FREEZE 5UFPLY ANL) INSTALL HEAT TAPE WATER 5UFPLY LINE. WATFF; PAN DRAIrl 51-IALL BE DEMOTE TO LOCATION P, DRAIN RICES A5 REQUIRED, VERIFY LErJGFH WITH PROVIDE ANT -5WEAT PIPE COVERING OF 1/2" AR VERIFIED BY OWNER. REFIGERAtlON COrJTRACTOR. EQUIVALFHI F FOP REFRIGERANT BET WEEN EVAPOP,A TOP AN[) GONDEN5ING UNIT. PLOMBEK 5HAL'_ FURNI5H AND il�, 1, ELECTRICIAN SHALL VERIFY REQUIREMENTS, OF GASH P.EGISTERS, ", '�I_L PP,ESSUKE iCEDUGIN6 VALVE AT PKINTER5, ANO VIDEO UNIT5 INCLAV(rlG CONDUIT KUN5, DEDICATED D15HWA5HFR, GLA55 WA5HER, 5TEAMEP5 AND OTHER EQUIFMEIJT A5 RE UIRED 1501_ATED OUT TRAP DPAIfI LIME AT FL.00P, 51NI',/DPAIiJ PFR CODE. Q AND LET REQUIP,EMENTS IAS APPLICABLE PER PROJECT). PLUMBER TO 5UFPLY rC 11151ALL ALL GOrJPENSATE DRP+IN LINES FROM LIfJE_5 IIJSTALLED A1- TI1ME: OF ROUGI{ - IN 51IA1.L BE PROPERLY SEL AP,CFIITEGJ11l1f=AL DKAWIrJr�S FOP, ADOITIUfJAL ELECTRICAL 5EALED 50 A5 TO AVOID CON I-AMINATIOrJ. REFRI�SERATIUN UNITS AS REQUIRED. REQUIREMENT5 IN' LUDINf.7 OFFICE, MENU BOAR - ANO CONVENIENCE OUFLET5, ETC, IA5 APPLIGAB EL PERI IP UJ CT). {ONE, j I I F�tE� AH IS A GElf1CA1. MRrJK�ErfllT oT EGUIr1aFT1T AJ47 FIXTU►.ES FOR T1ti GOrIVEJIIflIGf OF i GTCfS• �. AF'ASI►EAFNTy AlE TO DE VER1FIEI3 ON T1E J F. rLV�lrg E]FGTRIGAr I Qn OUTLETS F1A�E �'MI LO(,ATED As At.C4APATFI_Y A5 roSS mr At, Apr tlfTRc?FD TO Y SFIEET 1 annrxT ro rc y►rtIFnREVISED�FlT NO RESrOrISIDILITYFORWO►JC DOrE DY SAtU GpNTIeaGrORsAJp WI FCY AAlY E7(rL'fyE FOR GFNJKES WIDE NEC DT L.OGA. DUI- 5 11 NOT DE /� OR'FCIL'A17Y KE115ON. OR DV 1}F SI.nSTITT1Ttpl pt GiWK�ES IN EpU1T'I,FNt y1C y.04 DTE riNl LBERER CMACT P's ME TO AW E ALLDWATK..5 FOR AIL P1.LAdClrlri TRIAL VALVE5. T►M5, tAArirETIG FOOD SERVICE EQUIPMENT r �� ~ - GCr+lAG10R5 MO D15C,p#6;t5. 51ARTIM, 5WITGIr5. ETC, "C"t WTF}E NOTED IN UTI IFIGATION5. 15031227-110 _� SUP95-Bull 331,Road 5-020 1HI5 rLAJI "r LSE VEt.inro Arcs Ar'1'ROVFD "I"M C`ET 11 A14D ROUGH-IN ft," CAN t� MAM DESIGN dt MANUFACTURING SUP 95-0331, PLM 95-0200 _ 29 of 31 AK DTII jT rF tMOR At TO re Or ED,'RTOtTrSpU V D OR'III"IfUT W 1 LOAF FD yv11OtECT TO 2,34 N W. Fifth Ave. rAX FIEA FO rART. 15 orUt rERMI551pN A1C? ly IYJr TO CE USED IN AHY WAY OFTR.IAETIrAL TO TIE BEST (503);?74-9764 _ _-_--- - ---- - —_—__ __ - -- ----- ------ - --- tNTer.rsrs cF TIE GOAr'AJn. PORTLAND, OR 97209 n 1E SGaE cM INN OT- FtL[ Nlur>at. — — _ — C� IEP�L �I crus �1_IfIE I�,1� f_-_7 to ' (f this nolice appears cle.Ircr than the documen(, the document is of margi al qua';ty. p-ti I�I�I I � t1tEE�f1N I+I1Iirp Illilil 1I1I1i ) 1 1i111i1r1c�� 1I1IIIlr� 1 ,� .1 � !� 17L. 1 III{� Nr � fittl Ir I - �t� ;t, -�-�: _ �i��nl ,,,rllll FIll�mllullllnl lu.luli uninnlnllillll Illlhnl IIIIhnl�Ill[InEI�IEII►IInllminr� � , Fat 0- Il N m 11:of. �INL 2 „D IY'm"pi �N 5 L� 7 13 Ii-ly 211 71 17 _ Flc*7R ANe 12".Il"t Ir Il N 1t N X31 �j. �i uMeiN GeyA it I AUG U 3 1995 ,s Bn..l'. Pevloea: TMs oma 1.m •..nml Unep10 be of verified on the and natural for In•convenience van ae Can R A �e g E R E R J' C brtmn.All mumnmccurm to Be srhisa en are lob.ded to suit dbmpme sen H•ni tunny M �I 8 3-'ff JOS hon ban moue.pdeeuunlYa work daluny are Inl.ra.a It.uiad.111 hot eoiale t,anyiod rte We .ce.pl no change, rmad . ..1,far.ad tln I. .I uta wnlnde,, ad.111 nti be liabCa"munY _(/—I/JIIIIIIIILrJI Hone or for he subs mono r r Cheap bl'neq equbuilipment shown na,diii.fices,Plan. at lot shy or by Ib .ubUleulltn or Cbrpq In •aNpm.nl drown en m. plan, at for .nY OIMr I filMKIVAilljolklil,111M 8 won. d deboned tse to mylu witch nos lot all plumbing l*her. pacifically etleu,lute.In gpecie eold.1109. n y Bull Mountain Road,11305 era d.par,must neverg ed and appro d befo ebn I and m.ohnai.n In...dllu a d. PORTUIIJD(503)227-1181 i BUP B5-0331,PLM 85.0200 Tnh pan must pr vemy o dna oporeH• pian y Ca. dna s I. .or Bayne con be mond. TAI.pun b the oral led of eemuced01Hotel eaooh ca.inn b mmdt. or IIM"l to In.honallloa T011 Fre 800-871 Ever • Fax Line Oregon 97209 300131 Ibl II I. no la of to plea,ed many* y ehima al o the In.noes or IM"P.1,tho :nmol oda 0 scale I �JI pe(wp03-274 9764 F le NIT maumn. .nn a not la b.node In any soy a•nlmyma to m.eon miva.of inn :ama.nY 271 N.W.Flhh el Erers., Podlend,Oregon 87209 Fr,UM�IN�r 4 C^5 ,�UN6 �`�,(9�S �4� I TJ J✓7F�� ',y� l If Ihis notice appears clearer Than the ducumeul, the docunlenl is of marginal yual:;y. " ) . +.M�.rlr�r}r}I n1�i;i�r�i� r�i�yiar�► - i�i�i�i�r�i�i i�i�i�i�i�i�� f t 1li CD r 4 V I 4111 2, 911 4 ►� 3 - 33 —4 cA 7 It ' — -- ---- _FLAH _ This plan Is a general arrangement of equipment end fixtures for the convenience of con- Sheet: Revised:n• Ir ctore. All measurements are to be verllied on the lob Plumbing,electrical and vent outlets Me been located as accurately as possible and are Intended to suit equipment Io be supplied. KALBERER 1 We accept no responsibility for work done by said contractors, and will not be liable for any expense for changes made necessary by local building codes, o,dlnances, structural condi- Ilona or by the substitution or changes in equipment shown on the plan, or for any other reason. n Contractors are to make allowances for all plumbing Irlm,vslvea,Irapa,magnetic conlactors and disconnects, starting switches, etc.,except whore specifically noted In specifications W g p PORTLAND 503 227.1161 � Bull Mountain This plan rtlusl be verllled and approved before dslsll and tough-In plans can be made. SUP Road, 11305 This plan Is the property of Kalberer Hotel Supply Co.and Is loaned subject to the condition e 95-033 1.p Toll Free 800 875 1181 Fax Line 503-274-9764 • 31 of 31 LM 85.0200 that II Is not to De copied, reproduced or distributed either In whale or In part, without per- N mission, end Is 1111(to be used In any wny delrlmenlel to the beat Interests of the company 234 N.W. FINK at Everett, Portland,Oregon 97209 l) 5cele: I TIF r w b Flls Nurt beElft--1R1 CA L �11r IE 1), In %41� M5 1� E'7 If this notice appears clearer (11;111 the document, the document is of marginal quall:ty, i1•Ill1�lt 11 - .r � 4 ILI{EJ24X >,� j # . �I�Ia Il�uil�lullllll,lln III! Iltlhllt IIIIIpU IIII�111111IIIIIIIIIIIIIIIIII�INII1111lIiilFllt , 111 � ,