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3i P20 .t2mmo �u2ll . I � . 1. .., - - . I - I I . I I I � I � . . . ! � � . I . � I I I . I I I I . I I . . I I I . � . . . . . . . I . I . . I . -4 . I I � I � I I I � I �. . . . I � . . _R -D I I . � ECEM � I I . - I � � . . � . . . I � . . . I I I . I . . . I . . . or I � ,�,T 2 5 2012 1 . . I � I � I -1 � . . . � I a . . I M M - M . � Crry OF TIGARD . . � . I I . I BMDTNGDvis10N I I . �.� I . - I I ME . owner . I I I . I . . . � - � '.1 . . . .. -- � . Westside Christian High School , I . . .. "I . I I I . . . . I . I . 4565 Carman Drive . . I . . I . I I � 11 I in " 11 Im . . � . Lake Oswego, Oregon 97035 1 . I - I . � I t: (503) 697-4.711 f. (503).697-4605 � . . . . . . es 'sl e ristian . - 1 c oo I . . . I I . � � . � I I . � I I . . I . I N IlIllIMM111 . I I . - . . . � . ff I . . I . . . I I architect I ' . . � � a - I I . � I Dull Olson Weekes- 161 Group Architects Inc. � I I ) I I I � . � I . . I I � I . 907 SW Stark Street � - . I I I I I � I . I I . . . . Portland, Oregon 97205 - I . . . I . I � I . I . . . � I . . t: (503) 226 6950 f: (503)273 9192 . I I . . . . � I . � I . . I I . I . . . I I . . I . � . I . . . I I I I I � . I . I I . . I I I . project manager I I � . . . I I . . . . I . . - I I I I I I The Remington Real I . . � I . I . I . . I . � I . . Estate Group LLC I . � . I I . I I I 1 2205 SW Winchester Avenue . . . . . I . . I I I I . I . . . , r Portland, Oregon 97225 . � . . I . . I I . I - I t: (503) 680 7720 1 . . � . ; I I I I..I . . . .� . 11 1.���",e N- I.. -1. - , - .1 I � 1. . I I � . ARCHITECTURAL I � I � � .11111�1: ,: � , :_ - ''o I .._. ::- . 1: I : :1 111. I '..,.,�_ _:,.1;, 1, - I , � , , . I : ., , . . 11111111111111111111 I. . I �::,� _ �r, �.� �� _:, 1_ .� r, ',:,, , ,,, I � _ , _ � I . . 1, 11111 ,or, 1-1 1-1 11 I I I I.. : I .." I . I I : , �. , ., : �11 i, . . . I � 1111 I ."' ,��,; �-' ' � , , r t I 1''.. 'i I li�!liill , .., -111 --, .., , . -1 :, � � ::i1!ii:!! !!I I I ! ,. . 11-...I .. I . 1, ME'!, : '" 0 , �� _ .'�_!, _ I . . . 1. . '' .1��,_': !!�"Ili �111,C.�.............____'� 11 � � , , I-- ,- -, - - , , I 11 - ' ' I I . . � _=__=____ . I AO.01 CODE ANALYSIS-ALLOWABLE AREA . .11. � . I I � I I � / . .1 * -,4�-,-" . - . . _1-1- I I - .1 111i?_ � . 77,77.27", . �-�,: . -1 . I � . , _ , - I� ... I I � I __=\;;, I civil engineer � I ,,,,r .-,.-:i I I i I . - �_.____�'' . - ,�.,�, � �� I ".-I-1-� ...11 i , I I % r, I , !" � , �', ��, ;",.t,' ,� I .1 � I 1, I 1 :.'__..1.. ..-...__ I !� ,�, _., , - __ __ I , '�� : 117,,:�� � --- - 11�I..1-1�I�..". . . I AO.02 CODE ANALYSIS-EXITING AND PLUMBING FIXTURE � I .._�,�.,�. ,rIl- `�,l I - I '77.!fI.L . 11�- . ,:�,:,, I . I - , � ,"i.i,�,," � ,I t 11 1:� : I � , -, " � � . I-, ._ 'Alz � �:,�. ,. I L3r 1.11 . f I I -- I � I �� I �.,�,�.1,���1,11,11�.-",��,�:��,,���"1"', r " I � , . I . , I �R I- �I I . 1111�1'1..� 4�lwl�z:-*v,;,�,��;;.,, �.,__�,�4,: "" i _�,., `_' I _.___._____--'�_' I , 1 1 1 SW 5th Av ,hnue, Suite 2500 . 111:�,�",`,'��',�_�,, ,:., "I'll I ,_ ,�4,._,Ilr'-. �jr��'__`, ���;,i, �� '��,'.'.,,-.,,-��,�'..-,.'�,,,,�,.,�,_,- I I li I i __ P � � ._i, _,�_'4 " :I I " �, :, . ., ., ., ., "l ., '4� I I " I ���,� _ 01 I . I , �w . ...�� � ''. ::._r '' , ��, � . ...., 1i ; � F=z==M=FM h=4 1 I ,-,,"��, � . .. , . I A1.01 DEMO PLAN OVERALL j, �,r�_��,� ��,"..,L.,, - i� � ":� - I � . � - -,,.,__,, ee;, ,� ,-, I��11 I . ;, Portland, Oregon 97204 1 1 . I." ,,, .' ' -.,� ,.I , _��___ ." - ow, . 1 I "� _, . .� �,�.,`-.��;�:��"" �,�,�,�j � - �4 11 il I .-,,-,, -,,�.""",,�"",..��""��",, I", ,,III III 11 . . � . . ,,� ,��, -, - "- ,� , I I I I ___, �IBM NBff0ffM1NMWr .I "�"' , : t: (503) 227 3251 f: (503)227 7980 , . �,r,�:i:,�,,, , - I , - I ,r,�,_���, .ii�_ , I I I . � , - . , I 1;�� - - - - I��: �&' tl� - 1 . , ".. ':�� :.:, I I -" I . I - I � .1 I , , : I 1. I " � ,� , :.: , - I A1.02 DEMO ROOF PLAN OVERALL I .1- - iflm� w,;�4i��,,.; � . _% � W I .1 , ,',��,��,�-_ :�:�� , ,�,:.,:�,". 11-1. ."��., I 11 f.� I 1.111- � I ,� 1� I ," , . _���'� -,,,,�.�-`, I ., I I, ", . - . _.x __.__-_ ,: " :� ......" ,* , ..".'_ I—- % 4- ", ....". 1 .111.1__..:.......:��_, __7_ , �11, r I I 11-1.-11_-,.,__'-.. I I - - .._._,__,_._,__.. �_ . � � , 11* : I . A1.10 DEMO PLAN SECTOR A I .,. �_,,�,-,,i,". I z�,,,:�! I , - I I � I - .1 1.-11 �,i.Z,2" I� -�� I ,", ,___ - . � .,A- ;��.� . 11;�� ", - . , A�' , I .I I , . ;��,,7"I. I I- �, -'' �I., 2.11. ,, i . , � I I I � _.. ,��, "" �, , _ � . 1-11-111-1......� ".. I� i,I I I i '111- 11 I �, . -",�:�,,,�,,��.�,�7� ,� 11 ! ��'�r�'�'- -ttA�,�.- - . ,�� . � , - _.. �', .1� ,,��,_�'' -.1,��7 ��4:1111'1 _ I :., , � �"I'��;,�t�"""!,�,�",�'�.''� '"' 11�'71111,`� -, " .,�__," . _ _ , �_ ,��,�',_ ,��� � ,��711'.-!_��,_ , ... ......... , , , � .:_� � , 1� ��� � �.. ,II. ,I I � I I I . � , Y , �, .4 1. 1. .,". , I . . A1.1 1 DEMO PLAN SECTOR B 1_,. - ,--, �, _:;1- �, ;',�;� ,-� -� - : �I -1:117 . , I I I , . . I . ��,�� ,,_,��, ,,I - - i . :�.�, . .. . --_111___.-_.-____-L1. � I I 1 4�._� �i.,,;_-.,, - ,...:,-,! 1.. --.1-11 . . _;�L�,�, - --J I ,I MR . :"", ! wi""`��R&Rq � . � , I landscape architect _� . . . , I , , I _ . . � . I I '_ -1 I ___'- -1 - , I : 11-1 -1 , ... . I-I 1.11, 1 . .. .. '11_t_v, I .�,1", . I I I � - I I �, � ,-1 I I - i �ll,�11%�'I'll",,�,�-�,-",,�",,.%."-""�'llI 1-1- Atlas Landscape Architecture . . . , I ":11 1,� . � ': � I �! .-,�%�N . I . . �1� �'�, ---;.,j,1 I _,___..________.,_____' .� � . _�.I . . I . � I :." , 111� :11 I `01 I I 11 FLOOR PLAN OVERALL(FOR REFERENCE ONLY) : -�,�, ,_ I i i!, I I 1. .I 1-1 -.111-� . ... --l-.1�1�11....1--: . I I I "","T r� 1. I � . I � .,..%" -,.- V I � I A2.01 ,0-, �'__��' , !i! I , 0i 11-I'' I I .,-, - , - F15,1 2 I - I I . I ,:I.:" . _n,ii,.��,�,: ��,.,_,��. �:,:%,:"n%. __ - 1.11 . ,�, 11 320 SW 6th Avenue, Suite 300 __ 7 . - �- , - , . , , I 11.. ....�� _* -: ;�; . I I -11.1-.1-1 1-1111.11�_!.'i;. . A2.1 0 FLOOR PLAN SECTOR A(FOR REFERENCE ONLY) 0� ___ ,, �,�, ,,'�, I I .'' V 1� ,,,- - �_D -R, -" r., , r. .11 - I - I . I . ,� ;:..�,:�:� ".� 'A!�114 . Portland, Oregon 97204 � � . . . ',�*.' I ., �; , . . I ;,�_-,,�-,,;,�`_i�,�`�,��,.,_ I 11 _., - - 11.1 I I A2.1 I FLOOR PLAN SECTOR B (FOR REFERENCE ONLY) . . �.�; �,�:'-,:;,,-�� - . . I � I . . � .� '.� i' - I I I . I t: (503) 224 5238 f: (503)224 5239 . . I-, I I II'll........ I" q '.,, ...11�� .1 - �_.: ,:. � . � I I `� = I." , r :1; ,. -......�,�_:,,r'. � ,:r BE I I �� I . . I A2.12 FLOOR PLAN SECTOR C(FOR REFERENCE ONLY) �','�'i',,'�.- � ,. _ ,, I I �,,j�.1"', -��;; . � � - I "�"1., 1.11, � .1. - .1 .___1_1_-_____ I-- I -1 I - � II I I . . I I . . . I 0 I I i ! I I i I III ':I III . I . 11 i 1 I , . . i I &A 1 I I . I I . . � I : � I � If I I . structural engineer I I � � = . � � . . _,�& � I I I � _1-1 ,:�g _. .___.. . _I -1. 171 I . I . . KPFF Consulting Engineers . � . . I I I . � . � . I : I; I I I 11 I ''.. I . I . � I � I - 11 I . I � I� - I . . - . I I I , I.. . , � I I r . I I . I I I . . 11 , I 11 I I I I I I I 1 1 1 SW 5th Avenue, Suite 2500 . i I x ,: : I . .11 , 11 ": 1 � ..��, 1. 1 . .1 11 . I I - I I - I . : ,,. 'r I _ - I 11 I �� 1, . 11 I 11 :_ 1 . 1, . I 1 . � 1. I . , I I I I 1 ''.. . I I ,� . � _1 _� , I I I " - I � 1. I ., . , - I q . , � : i . . - I 11 , I � , -1 I ��'. I I' ll 11 11 I : I : I 1� 1.111, I . � , . , � I , I I ,� I 111. 1 . � I I ,: ' ' 11 � �� , I'll I � I - I I I I 1 I I . . I—, , �, � I � , 11 ,� : .1, I p r i ..I ''.1 � , I,, - .:, � , � � � , - I �' , I r I� �I I I I'll I I . : I I � , 11:�� ,1. , ,:�: ,:� ��,::,� . ::� . : , ,�- . 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"17Y) I �I 6 �,�,�, , _�, I I I . 1 14Z ' 111`g P" � �___ Wr 11, :�� I . � �*11111", I � � r5f'*Jj�'th%��St r S3r;M Sni n ro!z� I BLKG BLOCKING EXT EXTERIOR . SC SOLID CORE . 9 . r 1-14 ";r' 'Z . . I - I r r:,�11"1,, I r '011� . I I . I T��,hrw�h),,,.y � I q� WINDOW TYPE Sim .r , � r "Ti,i Hanii!."st 4,�_ ',TAI H - ��tld, I t1_14' I bi� I .,L- �, I r�� , � ; � Z! to --, , , . . I . I 01 I I I , I � ,ames 1�t. I I � ".�� .%�, . � r r ',�, I . I I 1 -4--O 1 r , :� ,%:;'r'!::' I I �. . I I I . ,,r . . . I . . I r r r � . I I I `� I . I �. . �'.r . I .z .:". .. I I I I r I I I 0 BM BENCH MARK MATL MATERIAL SECT SECTION I � 1 01 Ii 4) . . I ___Emm WALL SECTION I-- 111�1 � �1' 'M J, � 4; ,., O,S,� I . I � I - - I I . 'I _ .. I � �� - � , ' ` - ,,, Ir . . BOT BOTTOM I FA FIRE ALARM MB SF SQUAREFOOT I `��, . I ., I � , . .1 ';1",,n 11 . . b . � I - r< I .,� C11 `i� -� tthpr. I . � .. � �1,;r, r I I� 1� I (r) r � - I ,.��� I r � I '� - I M0 (D %.; I - . . 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'17 ?� M I-II f',iO, r � 41 . I �: , . i", I . r I ���r:�� II�, -L . I ,, V501 , �, �� CATCH BASIN 'y 1`� I � I r - - � , I I . .. ,r =� .. , I . E a- CB FEC FIRE EXTINGUISHER CABINET MEZZ MEZZANINE Sim SIMILAR "�:...sl�t � , � �C lr� I I r I . I W; , , .r ',�,, � - I -, I � r f19 �, a . . % I , . � I�r,.. -�, , : � �dk e,� - r . P - . I :.;1:�� , SIA!K I r "S . r 1"Niiiiiiiiiiiii M= DETAIL SECTION 5111 I LIN I I � :,:, -,� . r . �� . . lv';o.%�,�:".4 Dir L.is CG I _r .`�..�" r � -:1 . I �S�� ,�,�,,I,, CORNER GUARD FECB FIRE EXTINGUISHER CAE31NET W/ MFR si SEISMIC JOINT . I I . r r � I , I I . .�"Z' CEILING PLANE HEIGHT r � le$% r I r I ::1.,�r,� )�� ,,, .i I . 0 � . CIP CAST IN PLACE CONCRETE BLANKET r MIN MINIMUM - SM SHEET METAL -ALL REFERENCES TO I , � . . � I I :,�,,,,.� �, .(,,,�,��;,,�.rVs S"i 10"irnria".An St . .�L; . I . . I . . 1.Ii I I- . ". ':� I � I " I I� e . . r I ci�, Al r r :! ..�i' . r�'�,.; I Wl!�Q h)p 011 r r .��I:,%, I r r ,_ . . I we � I."I"'i -- IrA 4 ."',r... �.I I . , � r . I 111� I � ,7.-�J� 1 r Pi V I I ...�,:I . . r .I�A fe, r I W= CLG CEILING r F F FINISH FLOOR MIR MIRROR SQ SQUARE . (E) . FINISH FLOOR P � � . 11"Ll.'e", ,?v("4,'i Z., 0 4irlf, �%q> �;' %,I 'r���'�� . r ,r . If Wiv poi-�, r , 11 I . . I , '14"'., 1 "P rT." . U. �' I �� ,S,i �,� , , I , r ; � . . � . , I C��;' vt;�, . , r ,,,,� a., U� -, -M I , 171 11 " "" , - � I i, �.. I :�' I . L !",r � , I - 11 I 01 ,,r ,��7 , I I � i - ty, I 7 , trl . ELEVATION . �F � r , I ��i�, , ;�,, r�7_ - . t�,�'. - C - I � '0 61 I to CLR CLEAR FIN FINISH MISC MISCELLANEOUS Ss STAINLESS-STEEL S , "'I I I �___ ::,I�� �,:zax, . . i� ;1i lr> - �V, I - kT41 15 ,.� I r L,.�,�. � . - J, . . � I �Iii Tigard I . I all 71 -:7 .11, I I I 1, ,. � . '27!: * Is. n . - T S . �, .1 Q, g ,1, - . Ci CONTROL JOINT FL FLOOR MTD - MOUNTED . STD STANDARD I _ I ��111 = . . rr 0 1 9� ,,�. ? -1 ".C, , 'J I 1i I - , 'i � I " - I 11 ' - C1% I I - " _E� r:�t4�_Cfj��.':o r . I T 'It. __ ?�'k_ �_ I. . � . 4�1 ��:, r,4Prft,10,,.,, , ;� , iB ..r, 6 ci I . _� , I r. I i _� I � �1-1 I I 11 - �Ip .,13� . , IT- r CMU CONCRETE MASONRY UNIT FO FACE OF MTL METAL STL STEEL INTERIOR FINISH TYPE A3.01 I EXTERIOR ELEVATION -, I AE'i �, � I "�11- r - I ...r �,I 11 _ ; -.1 . �"r 0 : I ,�� , �' . "Vaiii, r_1 - ` �, r * -� " . I el T r* . -,� � f.t r -_ �.��, r �0 . f,alen S M notaim CONT FOC ' FACE OF CONCRETE STOR III '1�11 C71 _:,j, r r .17 X� ZL 0- I I .. I I - I . . (H) . . .r!),I"S'!,�qJ r 10 I- . �j,� I � I I�q ,�_ 0'.,��r I . . 1 '.7 . lz!i: . . r". !"IJ *W /i . T C ii� ii S r I Ube'y 11,�, I _1� .V r - I I (=) I . _.. I .�, ',�j. I """ r I I : III- . r . I I I 111,,*,,, . I . CORR CORRIDOR , � FOF FACE OF FINISH (N) NEW . I I 'i I . I .-ity P vui', I r ,�_ r Iq I> . I I I I monmem �" :, ,:.��, 1 14 ���� S10i Scarh%i:-!�_ C� I . \/ I i'J'i . I I I . . 13 .,:� ,: r I I -Oak Creeliz, I C\J ` CR CLASSROOM FOM FACE OF MASONRY NA NOT APPLICABLE SUSP . � r r .r,�t,r . . 1P :,_I. . . . ,� � r. r I .1, r, Zi 1 . r �:� . � I Wo . - I , I.0 _*� I - r X41aV-,1;-�wno I r - Ili- , �C �,.P::t_,� cii, �� r I � � . _or!7" 'y �� , . . ��,,Ardi,:,mi "I , I . I .� - �_ . I =0 M I CONSTRUCTION JOINT FOS FACE OF STUDE NIC NOT IN CONTRACT I 01-00 Ailll�k 1 A I It wv.,-,-r&S:�1111'1"Al IN r ;,Jea�-�Afew Pill'., r�, . � ( ?. Upiversity.Portiall"I �" �� :2 r "it, I - I HORIZONTAL ELEVATION I � � �A . III I.�, q, .1 I - 0 i I I I 'Ir I I '. , ' 'I ,� I r - .71 W I . r �,!Z�.' Z,r � It- CSMT FRT FIRE RETARDANT TREATED . NOM NOMINAL T/M TO MATCH I � I I r��, I I tf-r N-.9 ", U F, - ,:�-, r r . , r I I Silk, ,-,,�I I ,r I'i,? ' V1 01 r r , pjr,l � I . I r I � . 1 , . ' "r. - .. '11, I r r `�'Qr,' , r , , "I � W , �f =. ��, I I I I tl.. : I I ' _� � �. I ianuii:�k D.. I r I 5�1 - I \ r . �_� 11 -1 . I I I ,r - . . r I ,- I F I. 1. f�� * I I .,�', I I * " I . I B.O.D PLANE HEIGHT-ALL I f 11 � I , , �11`1_zi�lwr I ;��,`,, I si.,�%,"I � � = %11�� I I CT CERAMIC TILE FTG FOOTING NTS NOT TO SCALE T TEMPERED GLAZING -"--F I , � . I � I I "i . ,, r*�!it St I I ��, < REFERENCES TO F.F.E. � , %,'', .1 I I �1; `� il ft, . . . �zc r -Z.1f. � r I � I I "�;r - r ' ' I I . I I I � r (D � . CTR CENTER FURR FURRING . TEL TELEPHONE I D A5.01 1B INTERIOR ELEVATION . �11.15/1 1. .1 1. I 11 , 1 r I . ,,��ii,�,,,�,X�111`,_i",,,,_,�"ji'r_ ,' r, , , � ���":� � 1.11 I I I I - I I I I . � I �\I . � . I I 111iii"��'_` ,� I n I r I I . , I 11 . ,�, iol,". r �.. I � r CENTERLINE CIA OVERALL T&G TONGUE AND GROOVE . Sf "i, I I ,". 11 SVNI Flam-_Ia St I I . r I I 0 -0 . . � 01-011 -� S ' ,� I �`, "''� .!711`ncri-*,�or I GA GAUGE OC ON CENTER r . I ,.X11. r r . �.:� r ' � � . r,. r . �'_'r t �,."�', I I r �:-'- . r I I-. I r r r r ' . _ . 0 . . I .1 't I , .1 I I . . �.. .. 1. THK THICK 1W I r I , _ ��l' . 1, ' ' r r. I . 1 I . " I I -.5-0 , , , . 7�� . SPOT ELEVATION-ALL . r . I "I I _ 1. , r . . . . - T.O.W I � I I I 'oo ."�,�� I ��.",% �7,,%fi Cl,�-i,,Irc.h of r , l3r_-7-4,on br I I r 0 cu DBL DOUBLE . GALV GALVANIZED OD TO TOP OF . REFERENCES TO F.F.E. 11C r ii . I 1, r I ..? . . � I I .. I � ,,r,�: , Ir '1411 i- ,*, � I I � 1,,I I r 0 .P. r � r . (ff��., ,�,�,,:��: Ot.1",.r,w,,,,� iv o7 I � . rd I . I �r '. . � I I. r I I _� r � I W , I 1� I � r I I . _,�.'-�,'�.. I �..,.�I r I I .= C) _�, _ . r��_,, ,, .,,,',.,'_,,,,,,'r . I I 1,L 11,,,f;I�;.�Vr S� . I " . E DTL DETAIL . GB GRAB BAR OD OUTSIDE DIAMETER TOD TOP OF DECK ", . I . , , I , irl. , r 1, miilm �.1'e r -P5r'iIi`i `A�i � � 1� 1 , I I I I I * , : �. I di$'N'Vpfr�s 8�, : _ ."_, ' , r r e, � DF DRINKING FOUNTAIN GC GENERAL CONTRACTOR OFCI OWNER FURNISHED CONTRACTOR TOS TOP OF STRUCTURE i"i . . ;1)i�,,. r :r ' . I .. I I I - r: ..�� '. r' r r �__ . �r,� � I 1� I , � ,"'.�-,'%'I . ,� I . I . I;_ -a I , I I iF I .. = I I I r I . P rk I , : . cu Al III. , _�11 I . 1. I I r I I Z�,A:,.,� " I � 0 . _0I I . r r = I . DIA DIAMETER � GL GLASS INSTALLED I I TJ TOOL JOINT . I 1. 1 HR WALL TYPE WITH FIRE -i",iiiiiiiiiiiiiiI� . . . I U) CO DIAG DIAGONAL GND GROUND OFOI OWNER FURNISHED.OWNER TP TOILET PAPER AND STC RATING r� � �� ri DETAIL' . - C6 DIM DIMENSION GVP GYPSUM VENEER PLASTER I INSTALLED TS TUBE STEEL r I STC . WHERE APPLICABLE . . , . _1 I I = I . DISP DISPENSER GWB GYPSUM WALL BOARD OH I . L. . .J 11-i . . .C1 r 0) __j DN DOWN . . . � .___� . . . WESTat'IDE CHRISTIAN TY OF ITGARD monitti I DP DAMPROOFING HB HOSE BIB OPP . OPPOSITE UNO UNLESS NOTED OTHERWISE < C> DOOR NUMBER-SEE rov,ed..Z.�.-.4...�..-. k:r.......f 0----- DR DOOR HC, HANDICAP . . 04 r App amoolon::m . = ' 9 . � DOOR SCHEDULE REV# HIGII-1 SCHOOL . Conditionally Approved..... �_ I . DS DOWN SPOUT HM HOLLOW METAL PL PROPERTY LINE VB VAPOR BARRIER . . < I . I "Menem,I I . :z: DWG DRAWING HPC HIGH PERFORMANCE COATING PLAS PLASTER VERT VERTICAL I I . REVISION CLOUD See 1xitter to:Follow.................. [ ] C: LU I . I I . I HSS HOLLOW STRUCTURAL STEEL . PLYWD PLYWOOD VEST VESTIBULE . I . . . I I . 0 tomes 0 wofo"41000 I M witimin 0 1 . HVAC HEATING,VENTILATION AND AIR PSF PERSQUAREFOOT VFY VERIFY . I Pemft Num er I W . � : __ 1 14W A120B RELITE NUMBER-SEE � I .. � . I Cf) CONDITIONING PT PRESSURE TREATED I I I-11 . . Address- - ,. _____ - U) = F�_ I RELITE SCHEDULE �. - ii� . I PVMT PAVEMENT � . _*� , I . I a I I (.> . . I . I I I Br.- -11 , - te: 0 1 . &M 3: . � I � � (1) I I I . � . . = (n , . . Ul) I I -1 I 0 M. III . I . Approved pilans C> � I . = I I . Ir- . . I *i . . I . ,all be on job site. 4) CL , . I I I sah . - � . . . . I I . :9 I � . . 13 = . . I . IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII C) . . I 0 a) I . I I . I I I . . I Ca . 1 2' 1 " I . � OFFICE COPY - MW . �, 0- I , � . . . 0 0 I I I . . . . emo I' ion ase � . 4) I . . !nmll a) . � � . I 1i 0 . . I � I I I . :�M 0 . 0 1 N M M West"' side Christian HI 9 h School Addition Remodel W t d Ch g S h I A 8200 SW Pf ffle St t T 9 rd OR 9 223 77 P, on . "_V,t'_,� M, M , 7,`�i`30 % " I'll -1 M 00, = M. . � � . I . - 11. , - ... � .� , .1 , ` "I � ,4 1 1 9,111 " '* , ".1 I I ` `� , " I �� li'_ - 41, 1 1 , `4 _,�_iiii`, ` � - . 11 I .. M "I, I - 11 I ,vl;"�, . , I . . wn' �_' I . I . . . , , � - ro- 1. I � _:_� . I I I I . . I �� 0 1 � . . � I - . I . � I . I � . I - . � � � I I ! I . . I . I . I I I . a 1, I � , :,� 2- 11 . I . -11 . LEGEND: TWO-HOUR FIRE WALL ASSEMBLY- WNW's 90 MINUTE RATED OPENINGS GROUP as HOUR SMOKE BARRIER ASSEMBLY- j } 20 MINUTE RATED OPENINGS k, 4,li 6>'1>';166 k �;uy�\� < y��'y,1. .� ; INCIDENTAL USE AREA PER TABLE 508.2.5- ®ull �Ison Weekes - IBB group ''y' y;?,�%y j�yljy':- ,�'� PARTITIONS SHALL EXTEND TO FLOOR/CEILING OR . ". >.. `'��, u' `` �h'-`y > yF ROOF ASSEMBLY TO PREVENT THE PASSAGE OF ACC111teC$S, Inc. �. �; . ' SMOKE AND ALL DOORS SHALL BE SELF-CLOSING. TU' I-HOUR NOT REQUIRED IF SPRINKLERED. 907 SW Stark Street Portland OR 97205 USA / tel 503 226 6950 fax 503 273 9192 i www.dowa-ibigroup.com www.ibigroup.com PROPOSED BUILDING ADDITIONS j ALLOWABLE AREA ANALYSIS EXISTING BUILDING: SUMMARY: f BUILDING IS A ONE-STORY TYPE'E'OCCUPANCY, NONCOMBUSTIBLE CONSTRUCTION. THERE IS AN AUTOMATIC FIRE SPRINKLER SYSTEM THROUGH f PER OSSC 2010, SECTON 903.3.1.1. USE&OCCUPANCY: GROUP E: CONSISTING OF GENERAL CLASSROOMS, CAFETERIA/COMMONS, f OFFICES AND ADMINISTRATION. ' (NOTE: ASSEMBLY USE AREAS ARE ACCESSORY TO GROUP E OCCUPANCY PER OSSC 2010, SECTION 303.1, EXCEPTION 4) j j CONSTRUCTION TYPE: I II-B (TABLE 503) ALLOWABLE HEIGHT: 55'(TABLE 503)+20'(504.2) = 75' f ALLOWABLE NUMBER OF STORIES: i 2(TABLE 503)+ 1 (504.2) = 3 0 f ACTUAL NUMBER OF STORIES: s o ALLOWABLE AREA: 14,500 SF PER OSSC 2010, TABLE 503 AREA MODIFICATION PER FLOOR: (PER OSSC 2010 SECTION 506) V _ F W _ 1,110 30 _ � _ - I — - 0.25 — - - 0.25 — - 1 - 0.25 1 - 0.75 ■ f P 30 1,110 30 IS = 300 PERCENT(PER OSSC 2010, SECTION 506.3, ONE STORY) ....... j Q GROUP E OCCUPANCY-TOTAL ALLOWABLE PER FLOOR: i Aa = At + At If + [At 1S = 14,500 + 14,500 x 0.75 + 14,500 x 3 = 68,875 SF O EXISTING AREA COMPARED TO ACTUAL ALLOWABLE (Aa) EXISTING AREA=35,965 SF COMPARED TO 68,875 SF(Aa) EXISTING ARE SIS LESS THAN ALLOWABLE THEREFORE MEETS CODE REQ ..�... Cy:) c N ALLOWABLE AREA ANALYSIS rn EXISTING BUILDING + ADDITIONS: Ciry i SUMMARY: c BUILDING ADDITIONS ARE ONE-STORY WITH AUTOMATIC FIRE SPRINKLER SYSTEM } U) (� THROUGHOUT. - - - - - - - - - - - - USE &OCCUPANCY: S.. GROUP E: EXISTING PLUS LIBRARY, SCIENCE CLASSROOMS, AND GYMNASIUM. CIu CONSTRUCTION TYPE: 2 11-B(TABLE 503) CD ` • ALLOWABLE HEIGHT: f., to 55'(TABLE 503)+20'(504.2) = 75' ALLOWABLE NUMBER OF STORIES: 2(TABLE 503+ 1 (504.2) = 3 .aJ -0 C0 ACTUAL NUMBER OF STORIES: C'7 co O O O O U,:) L u CN ALLOWABLE '�...� .._. ALLOWABLE AREA: 00 '�, � >'•k y a -��S° '':�:;�,� ���`�% 14 500 SF PER OSSC 2010 TABLE 503 ::� AREA MODIFICATION PER FLOOR: PER OSSC 2010 SECTION 506 COUPnAIRD ,. ' � x � �' `' If - F - 0.25 W _ 1,362 0.25 3Q = 1 - 0.25 1 = 0.75 �f/ ,. •-_., .. .,.• - 7: , .x. ° o I P 30 1,362 30 a IS = 300 PERCENT(PER OSSC 2010, SECTION 506.3, ONE STORY) ° GROUP E OCCUPANCY-TOTAL ALLOWABLE PER FLOOR: ° Aa = At + [At If + At 16 C14,500 + 14,500 x 0.751 C+ 14,500 x 3] = 68,875 SF TOTAL BUILDING / g � BUILDING AREA COMPARED TO ACTUAL ALLOWABLE (Aa) ADDITIONS � 133 � EXISTING BUILDING(35,965 SF)+ PROPOSED ADDITIONS(6,089 SF+ 18,963 SF) _ j�z4- NORMAN R. DULL 61 + 61017 SF ,017 SF. 61,017 SF <68,875 SF(Aa)THEREFORE MEETS CODE REQUIREMENTS. 0 PORTLAND, OREG u OF ii z z z z z z z I Pj II i ❑ t � t i t o � ❑ - ❑ - IZ G E:11 k e y p l a n phase Demolition Phase _ADDITION A: ADDITION B: date October 19, 2012 SCIENCE/LIBRARY ADDITION EXISTING BUILDING LESS DEMOLISHED PORTION GYM/WEIGHTS&FITNESS/COMMONS ADDITION 6,089 SF _ 35,965 SF 18,963 SF revisions project# 11015 CODE ANALYSIS - Q A ALLOWABLE AREA I _® N tV . Mow ALLOWABLE AREA mpw'h'LA C SCALE: 1/16"= 1'-0" r C> r- LEGEND: I ! AREA(SF) OCC. LOAD FACTOR TABLE 1004.1.2 IBI ROOM NAME ® r (Code Definition) - - GROUP 980 20 49 1 OCCUPANTS #OF EXITS REQUIRED Dull Olson Weekes - IBI Group j *(CUMULATIVE EXITS) /architects, Inc, # NUMBER OF OCCUPANTS WITH DIRECTION OF TRAVEL 907 SW Stark Street Portland OR 97205 USA * ACCESSORY USE TO PRIMARY ADJACENT ROOM- tel 503 226 6950 fax 503 273 9192 OCCUPANTS NOT COUNTED FOR EXITING www.dowa-ibigroup.com www.ibigroup.com XX' PATH OF EGRESS TO AN EXIT-[TRAVEL DISTANCE NOTED IN (XX' ) EQUALS TOTAL DISTANCE FOR ROUTE]-MAXIMUM DISTANCE OF 250'ALLOWED PER TABLE 1016.1 i FEC B FIRE EXTINGUISHER CABINET(WITH BLANKET) T 1 .1 EXIT TYPE LEGEND ( ABLE 005 ) . EXIT OCCUPANT REQUIRED PROVIDED LOAD WIDTH WIDTH NOTES Now- (INCHES)* (INCHES) A 487 98 132 SEE CALCULATIONS THIS SHEET B 188 38 66 C 124 25 33 i . �N f D 330 - 66 COMMONS(141)+CLASSROOMS(142)+ MUSIC(47) I E 26 5 33 32"MINIMUM PER 1008.1.1 F 13 3 33 32"MINIMUM PER 1008.1.1 G 495- 99 99 SEE CALCULATIONS ° FEC-1 ° H 330 H 330 66 66 SEE CALCULATIONS 330 —� 101111111- ■.,�■ 1 308 62 132 J 330 66 66 SEE CALCULATIONS I '* 0 OFFICEK 330 66 66 GYMNASIUM(330)+ FITNESS(22) (business) FEC-1 115 100 r 1 1 L 330 66 66 COMMONS M 330 66 66 32"MINIMUM PER 1008.1.1 0 S GYMNASIUM ■� (assembly) M !� WORK ROO 10171 7 ; *REQUIRED WIDTH WITH SPRINKLER SYSTEM (PER 1005.1)ASSUMED (business) 1453 4 * OCCUPANT LOAD X 0.2=MINIMUM WIDTH IN INCHES(32" MINIMUM PER 1008.1.1) 176 100 *�'NO ASSEMBLY MAIN EXIT- EQUAL DISTRIBUTED EXITS PER 1028.2 EXCEPTION CN 2 1 ■.� OFFICE , � To (business) OFFICE 90 100 PLUMBING FIXTURE COUNT (business) a O 89 100 1 1 ASSEMBLY AREAS ARE OCCUPIED, DURING SCHOOL HOURS, BY STUDENTS OFFICE AND STAFF WHO ARE ALREADY TAKEN INTO ACCOUNT WITH THE GROUP E ■� �- 1 1 r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� CLQ (business) TOTALS. ADDITIONAL FIXTURES FOR THESE ASSEMBLY SPACES FOR "�"'� '� D a E a F fl 495 i 115 100 FECA DAYTIME USE IS CONSIDERED REDUNDANT. SEE THE CALCULATIONS ■ 1 1 BELOW FOR AFTER-HOURS USE. TI IC__1 0--------i i � CLASSROOMS= 12,350 SF/50 SF PER OCC. =247 ! 0 t 26 i 247 OCCUPANTS x 1/2= 124 OCCUPANTS OF EACH GENDER 1 ! t FEC-1 i -- w � LO t ! w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STAFF=39x1/2= 18 STAFF OF EACH GENDER ��/ 1�- to Fj � 308 . f ART ROOM PHYSICS CLASSROOM ! CLASSROOM t t CBC NURSERY CBC OFFICES _ �k �t _ (classroom) (classroom) (classroom) (classroom) I I (classroom) (business) �^ WATER CLOSETS LAVATORIES DF'S 917 20 771 20 771 20 t 678 20 t ! -- 1015 20 1333 100 G RO U P E 46 1 39 1 39 1 ! 34 1 t I 51 2 13 1 (STUDENT USE) MALE FEMALE MALE FEMALE 00- 0� f t t ♦ �� t 1 PER 40 1 PER 30 1 PER 40 1 PER 40 t I ♦ I ____� 1 PER ! �t 25 * ee WEIGHTS/FITNESS 3 4 3 3 FLOOR O . ! t ♦ �� (exercise) FIXTURES REQUIRED 00 -i--+ t (E)STAGE � �� FEC-1 1091 50 WATER CLOSETS 5 8 4 7 FEC-1 I FEC-1 t I FEC-1 MUSIC CLASSROOM ! �� 22 1 o URINALS 2 - C.p '®."----- ------ 108---- L-,....-..---135 ----------------- " -� (classroom) ~ 1007 15 e �` o UNISEX - - 937 20 57 2 ®♦ ` t 47 1 (E)AUDITORIUM ri SMALL GROUP COURTYARD t ♦ LAVATORIES 7 8 4 7 (business) SECURITY GATE- NOT (classroom) t (E)MECH/ELEC ! PART OF REQUIRED t (mechanical equipment room) I 57 ® 2554 7 �` 193 DRINKING FOUNTAINS 3 92 100 570 20 t e 386 2 330 ° 1 1 EXIT PATH 29 1 t 398 300 L---- ------ 193 ee �` �r K _ _ t 1 1 "- ♦ WATER CLOSETS LAVATORIES DF'S e IT SMALL GROUP FECA ' FEC _ ° GROUP E (business) ° (STAFF USE) MALE FEMALE MALE FEMALE 94 100 (E) KITCHEN / �` 330 ° 2:16 35 2:6 35 1 PER 40 1 PER 40C. STORAGE ♦ � 1 PER FLOOR 1 1 CLASSROOM CLASSROOM t 625 200 i -- 88' ____---�. L FIXTURES REQUIRED 2 2 (classroom) (classroom) ! 589 300 - - ,�1F ♦ ° LIBRARY t 2 1 = .-= °� 3 1 ' 933 SECURITY GATE-NOT WATER CLOSETS �7 NORMAN R. DULL C� e COMMONS (stacks) 719 20 721 20 ! _ a ♦ PART OF REQUIRED - - 2291 100 36 1 36 1 I O e (assembly) EXIT PATH o URINALS o * I C ♦ 5917 7 o LU UNISEX 4 4 PORTLAND, OREGO 23 1 ! LARGE GROUP ROOM e♦ 845 4 _° a � (business) FEC-1 ; a. LAVATORIES U t 378 100 CONFERENCE CONFERENCE DRINKING FOUNTAINS 3 OF � ! 4 1 FECA '�k �C e (business) (business) 0 Ul o ! o © 141 ® 77 15 227 15 FOR AFTER-HOURS USE, THE FOLLOWING REQUIREMENT OF FIXTURES SHALL t ® 5 1 15 1 330 BE AVAILABLE: 141' !' SECURITY GATE-NOT t TO EXIT'D' ♦ M iiL- ---------- -------------------- -------------� PART OF REQUIRED -180' -�-- 298' / EEC-1 u = EXIT PATH = ° TOTAL OCCUPANTS GYMNASIUM 77 — _ _ _ r H ! ----- 145- i 10,230SF 130 sf PER OCCUPANT=341 OCCUPANTS ------ ii t r``--'--"- ---- -"""'� • WORKROOM � 353 OCCUPANTS x 1/2= 171 OCCUPANTS OF EACH GENDER I t (business) SCIENCE Q e i N I I i a t - 0 L (classroom) t t ! c� t 402 100 ! ! - 4 1 GROUP A WATER CLOSETS LAVATORIES DF'S 925 20 t t ! ! 46 1 FEC(B) ! t ! ! _ (AFTER HOURS USE) MALE FEMALE MALE FEMALE ! t RECEPTION OPEN OFFICE ! I 4:126-200 4:126-200 1 PER WC 1 PER WC 1 PER o w t t t ! i! (business) (business) O U. CLASSROOM CLASSROOM CLASSROOM CLASSROOM ! t CLASSROOM CLASSROOM CLASSROOM ! etc 4 4 4 4 FLOOR ° (classroom) (classroom) (classroom) (classroom) t t (classroom) (classroom) (classroom) I 11269 100 1867 100 FIXTURES REQUIRED 721 20 723 20 723 20 723 20 I ; 723 20 723 20 723 20 t ! !! 3 1 18 1 WATER CLOSETS 5 $ 4 7 36 1 36 1 36 1 36 1 I ! 36 1 36 1 36 1 ! ! STAFF ROOM URINALS 2 - t ! ! (business) o t I e i o UNISEX 5 5 - 480 100 � SCIENCE FEC(B ! t ! t 5 1 ry (classroom) t t t ! 909 20 ! ! ! '* 660 LAVATORIES 9 13 7 9 45 1 0 DRINKING FOUNTAINS 3 B -- --- CONFERENCE PRINCIPAL CALCULATIONS: k e I a n aA i°1 (business) (business) y p ! ! ! 161 15 136 100 COMMONS OCCUPANT LOAD=STAGE(57)+AUDITORIUM (336) +COMMONS (845) ! ! ! 11 1 1 1 =1288 OCCUPANTS-REQUIRES 4 EXITS. . _ _ _ _ _ _ ! � phase Demolition Phew . -! COMMONS MEAN OF EGRESS: 1288 OCCUPANTS WITH 4 EXITS. EXIT A: 132"PROVIDED WIDTH =660 OCCUPANTS EXIT D: 66"PROVIDED WIDTH = 141 OCCUPANTS (330 LESS CLASSROOMS(142) &MUSIC(47)= 141) EXIT L: 66"PROVIDED WIDTH =330 OCCUPANTS date October 19, 2012 EXIT M: 66"PROVIDED WIDTH =330 OCCUPANTS = 1461 OCCUPANTS FOR AVAILABLE"WIDTH COMMONS OCCUPANT LOAD = 1288< 1461 THEREFORE MEETS CODE REQUIREMENTS. reVISIOnS OFFICE OCCUPANT LOAD= RECEPTION(3)+ CONFERENCE(11)+ OPEN OFFICE(18)+ PRINCIPAL(1)+ CONFERENCE(15)+WORK ROOM (4)+.STAFF ROOM(5)+CONFERENCE(5) =62 OCCUPANTS. EXIT A 6 CLASSROOMS x 36 OCCUPANTS 12 (TRAVEL EACH WAY)= 108 108+COMMONS(1288/4=322)+ OFFICE 62=492 GYM MEANS OF EGRESS: 1453 OCCUPANTS WITH 4 EXITS. EXIT G: 99" PROVIDED WIDTH =495 OCCUPANTS EXIT H: 66"PROVIDED WIDTH =330 OCCUPANTS j EXIT I (LIMITED BY K): 132" PROVIDED WIDTH =308 OCCUPANTS EXIT J: 66" PROVIDED WIDTH =330 OCCUPANTS = 1463 OCCUPANTS FOR AVAILABLE WIDTH GYM OCCUPANT LOAD= 1453 < 1463 THEREFORE MEETS CODE REQUIREMENTS. project 11015 NO MAIN EXIT-EXITING DISTRIBUTED BETWEEN TEH 4 EXITS PROVIDED. CODE ANALYSIS — EXITING �c e . AND PLUMBING FIXTURE M CD EXITINGPLAN + cr> 0 SCALE: 1/16"= V-0" O r , j IBI GROUP Dull Olson Weekes - IBI Group Architects, Inc. 907 SW.Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com II , I 1 2 3 4 5 6 7 8 9 10 11 12 13 p A A i � Q I — � I 0 U SEE ENLARGED DEMO PLANS FOR ILEGEND AND NOTES Cn � M N � 1 I L I { I I I I I I I ■cc Vf Bs— II I I I II II l i I I II . I I '� `n I _ r L� t II I � - O tt II 1 r � if t' � JL _ _ -- � ED C Illlllll--- _ _ _ II — `►IC-r===�� �______________ -tt=- - = I' � , / II _ r �(C� �F v = �C ]� - �Cx - - - - - - - - - - - - - - - - .4�'' 1Cn F1 4 C ■N� 0.. {� X1111 � � 3: to CD C3� (nII II II UP UP M M II II C) C> 0 1 II II � NC7. LO Lf'7 l I I I I I •... .,,....r (Do7 01 1 / \ 1 I I L � II 11 D 11 If ! -o l l I II 1 iir 1933 -' Ic= -- � NORMAN R. DULL i II L / II I�° ° y f 0 � a �� - o ------ . � 11 11 .� I C�. PORTLAND, ORE ON C F __ � I I h- =T F �� o� I— r- rT > L, � J 91 L , ��11 11 x+- 11 O I II L/ { l rI II � _ To = � /`� �r\ fr- 1 I- - `- --�,� 11 ; gL / I I t \ I I I I � ll II 81 II II 11 II II II II II � tll � 4� �� �r 1=-==-___'� �1 �`__ ___-� d� - Jjr=�1 ►_--___-- __' -r=-� -•� =�1 l�=�j� L n 0 II II r II II I II 11 I�-- ====_� III fill II If I If II II II 1111 - II II I �1 II II II � u /� - 11 II I it II 11 it 4 . , II II I I it !I 11 II II T- -1 - - - - 11 II III II -n I / II I II II 11 II II ` 77- � 11 II II II II II II I I II 11 Il !1 11 11 II -r =,�_ —, k e y p l a n ' J J I 1 phase Demolition Phase date October 19, 2012 1 2 3 4 5 6 7 . 8 9 10 11 12 13 revisions VIII II I project# 11015 DEMO PLAN OVERALL I CN M o .r- OVE LL NINOa SCALE: 1/16"= 1'-0" O r I DEMO ROOF PLAN NOTES: 1. REMOVE MECHANICAL AND ELECTRICAL EQUIPMENT NOT SCHEDULED j FOR REUSE COMPLETELY(INCLUDING CURBS). IBI 2. REMOVE.ALL PENETRATIONS THROUGH ROOFING THAT ARE NO LONGER GR® ' NEEDED. i . i Dull Olson Weekes - IBI Group Architects, Inc. 907 SW Stark Street Portland OR 97205 USA j tel 503 226 6950 fax 503 273 9192 j www.dowa-ibigroup.com www.ibigroup.com i I . I , I I . I 1 2 3 4 5 6 7 8 9 10 11 12 13 A A � I 0 a� I • I r I I ' • I a EXISTING RO F TO REMAIN Q REMOVE EXIS ING GRAVEL BALL T � � O B B i N ■!�� . �1^fes � - - - CF) m7 - - - - - - - - - - - .- _ .�I�. -1= _ - - _ - _ _ _ � - _ - _ - _ - L _ J _ C - - - - - - - - - - - - - - _ _ - - - - - - - - - - - - _ _ _ _ - - r _ -I- -I- C [[� r-ro DN Q i I I I I © I � L L - � I S � - - - I Ana EXISTING ROOF TO REMAIN F -� �Lr D 4� LO I � 14I r � � � r CJ REMOVE EXISTING PARAPET. CAREFULLY I [ ] L -' ,� CSS SAW CUT EXISTING MASONRY AND I �� �� a [ ] ❑ EXISTING WALLS COVERED IN CID d- d- REINFORCING TO LEAVE EXISTING i �� �� CERAMIC TILE AND ROOF T ■� `�" CONCRETE DECK INTACT. F-� Cn 3: ' I REMAIN E - - - -- - - -- --- - - - - -- - - --- - - - - - - -- - - -- - - E v� �, �, • (D -- C> 0C) LO LO0 I F_ 7 I I EMO ROOF, ROOF STRUCTURE, (N `--� -- FASCIA AND SOFFITS OO SEE MECHANICAL FOR REMOVAL OF I I - - - i 1 I:I EXISTING MECHANICAL UNITS'AND I I I I.j EQUIPMENT y L _ J I,I I LJ © o I I lI �, I G `� r � , r --i r -i r --i ° r -� I,i I REMOVE EXISTING GRAVEL BALLAST © r 7 1 I I 1 I I I i u 1 I I;I I 1933 J L - J L - J L _ J L _ J I NORMAN R. DULL y i `( PORTLAND, OREG OF , LU I ) I I I I I 1 2 , 3 4 5 6 7 8 9� 10 11 12 13 k e y p l a n phase Demolition Phase date October 19, 2012 revisions project# 11015 DEMO ROOF PLAN ©c OVERALL 4 M o , - a DEMOROOF PLANOVERALL -� SCALE: 1/16"= 1'-0" C� LEGEND: . I ITEM DESCRIPTIONIBI GROLT 2 3 4 5 6 X = DEMO R = REMOVE AND REINSTALL AT SIMILAR LOCATION 1 M = REMOVE AND REINSTALL AT A DIFFERENT LOCATION Dull ®ISOn Weekes - 1131 Group Architects, Inc. S = SALVAGE AND TURN OVER TO OWNER UNLESS NOTED OTHERWISE I I 1IE = REMAIN I 907 SW Stark Street Portland. OR 97206 USA I' E LOUVER i�,j i".i rte'; REMOVE EXISTING FLOOR FINISH AND BASE. CLEAN tel 503 226 6950 fax 503 273 9192 I ibidowa- rou com www.ibigroup.com SURFACE BELOW PRIOR TO INSTALLATION OF NEW www. 9 p• www.ibi g p•com i ! FLOORING. SEE FINISH PLAN FOR NEW FLOORING LAYOUT. X X X E X ELECTRICAL Ina CONDUIT & METER DOOR _ _ LOUVER WALL INFILL, WALL FOR WINDOW DOORS& -';-- &FRAME - X X WALL FOR X ALL FOR X WALL FOR X ALL FOR DOORS& X WALL FOR X WALL FOR NEW DOOR X FRAME E X WALL FOR X WALL \�\ X ABOVE NEW WINDOW EW WINDOW NEW EW "- ` FRAME NEW NEW &FRAME a `� ,' NEW FOR NEW II ` tl II I Ii i tl ELECTRICAL NO WORK THIS AREA. PROTECT SPACES FROM DUST AND 1 WINDOW tNDOW , 1 WINDOW DOORS WINDOW WINDOW CONSTRUCTION DEBRIS. i ' III ` FLOORING II u I u �r Ii PANEL B - --- _____--- -- - H ::- _-- ----- --- --- ----- __ _-_- == = = = = --- ------ B I X WALL FOR t t _ III i i t j I = _ WALL � X - NEW DOORS ; X WALL = _� ~ = I I X I i X t i TILES�;../ X i1 I I WALL WOOD , ! MECHANICAL 1 i I II i L- /i, /% ! ! i CASE ! FINISH i WALL DOOR WINDOW + + + + EXISTING CEILING TILES AND GRID TO REMAIN. LOUVERS & FRAME �� X' _ ,-��,,;I OPERABLE I 1 WORK I ° t I X X ILES X & RAME -_ &FRAME X + + + + + + + ! .i/i i �` I I E COLUMN ! ! X t t {- - + ..I- + + } PARTITIO.N I f F( ! j I X ! _ - 0_ C '� t I i X ° i DOORS - - CEILING I I + + + + + I f'i NdtT Y� E I-T� �it i i ! I X I t ! t t r + F + + ! t I I ° tI X WALL X + t +T � ; - H,,E t &FRAME I ! I LIGHTS I X MECHANICAL Ir w .E U� t�EQ4 FQRi i t ! I i X 1 ? i ! LOUVERS & FRAME �iEfFRCNS�� "" X X CEILING i i 1 I I i t t — it I ° MARKER BOARD& DOOR __ X I II &�RAME WID ALL SOFFIT I II CEILING t t CEILING CATWALK II I I S I �! X I t I ! I PROJECTION SCREEN &FRAME � WALL I I II � tl � I _ ------------ ---1------------__---------- GLAZING& X t t I I E COLUMN i --____-- J ' -- =� r- FRAME CEILING I I ! 11 E COLUMN rr -' , I i !. _ IIIIIIII 111111111 C __ _ X tl u , t DEMOPLANNOTES: , I r -1 r -� mi 1-4.11-41- - - - - - - - - - - - - - - - - - - rt - - - - - - - - - - - - - - - - - - -14141 LJ ( „ C i I 1-H Iti I— — — — — — — -- — — — — — - - - - - - - - - - - - - - - - - - - = - - - -IltlM I DOORS - II X 1 DEMOLITION DRAWINGS ! tt �� n I I!I I! I!I!!!!II X j &FRAME _` s 1 X X X ° X DIAGRAMMATIC AND ARE TO ASSIST THE ! X E u \ It E COLUMN OPERABLE PARTITIONS I ! X ° I WALL , , LIGHTS CONTRACTOR IN ESTABLISHING THE GENERAL SCOPE-OF-WORK. PROVIDE tl u u X I CEILING I WALL LIGHTS CEILING ALL DEMOLITION REQUIRED TO COMPLETE THE WORK AS INDICATED ON THE I, &WALL ABOVE i I A WALL t i WALL COLUMN t i I t X I i DRAWINGS OR SPECIFIED. MO 11 X BOLLARD X t DOOR t t X WALL __ t t I WALL Q i X &FRAME I I I _- X i i t t t i DOORS 2 WHERE DEMOLITION OR REMOVAL OF AN ITEM OCCURS, PATCH REMAINING t I i WALLS, FLOORS AND CEILING TO MATCH EXISTING ADJACENT MATERIAL, I X t FEC X ° 1 WALL t ' X 11 & FRAME I 1 I , t X ELECTRICAL X � COLOR AND FINISH, UNLESS OTHERWISE NOTED. OVERHEAD I t i I i I ANEL WALL ° I DOOR & X ° ° X I X i I DOORS WALL TILES i 3 SEE MECHANICAL/PLUMBING/ELECTRICAUTELECOM DRAWINGS FOR ELECTRICAL &FRAME ADDITIONAL DEMOLITION INFORMATION. I i MECHANISM I t i I t CEILING I i PANELS N WALL it LIGHTS I I ; BOLLARD X t1--� I X � -" E � ' I tt Ir � � /■� E __J I II 4 REMOVE MATERIALS TO BE REINSTALLED OR RETAINED IN A MANNER TO rn COLUMN t I __jWrACOLU.1 _ _ FEC II �yi n -- _ COLUMN PREVENT DAMAGE, STORE AND PROTECT. -- � -� - `�- -- 0 + + + + + + + + + + - + + + + +-�_ COLUMN ■� y X + + 1_ , + + + + 4. 4. + + �._ �- + I 5 PRIOR TO SAWCUTTING ANY EXISTING CONCRETE FLOOR SLAB, PROVIDE .�.J DOOR& X , X ( \ ' &�RnAE ~++ + T * + " , XJ +VVALTL ++.+ +X.. + _,- -+.++-+-- + X X WALL X FIELD ENGINEERING AND UTILITIES LOCATION SERVICES TO LOCATE ANY •"'"" FRAME X X _F r + + ,_ }. +. r ,- a.. j H EXISTING ELECTRICAL, TELEPHONE, WATER, SANITARY SEWER OR STORM \ T r L DOORS STAIRS CEILING T + M + + + LIGHTS ~ -�. + r, DRAIN LINES WITHIN THE AREA OF WORK. DOORS DOORS XF WALL �- + + + �- + + -� y + + + + + + + _ .- + + + - � &LIGHTS + + + + , + -� + + + i_ .. F &FRAME HANDRAILS T T- =-- - _ Q &FRAME & FRAME _ _ + + + 4 + d- + -+ + + + _r. + + + � t � � �� + &LANDING I + D = _ _ _ _ _ - - _ - _ - _ _ _ _ _ _ _ - - - - -+ + ++ i 6 DIMENSIONS FOR SAWCUTTING FLOOR SLABS ARE APPROXIMATE-VERIFY < 0 - - - - - 11 WITH STRUCTURAL AND PLUMBING DRAWINGS AND IN FIELD. PATCH AND FILL X + + 1 WALL X X X ANY SAWCUT AREAS OF CONCRETE FOR NEW TRENCHES WITH NEW �*■ X X X X X t + - tll CONCRETE TO MATCH EXISTING. WALL DOOR Q PANELS& ALL ELECTRICAL TILES X �� E E .+ + -+- + ALL WALL X D OR& DEVICES PANELS + -� + MOUNTED i-r� - &FR ME 7 THE TERM"DEMO" INDICATES THAT THE ITEM BECOMES THE PROPERTY OF WINDOW&FRAME; DEMO WINDOW&FRAME; DEMO WINDOW&FRAME; DEMO WiNDO &FRAME; DEMO F AME =t.= �' WALL t u , D R WALL BELOW WINDOW(TO WALL BELOW WINDOW(TO WALL BE OW WINDOW(TO WALL B LOW WINDOW(TO DOOR& n OVERHEAD E l,+ ' + + EQUIPMENT , I It ,, X DWARE THE GENERAL CONTRACTOR FOR DISPOSAL. FLOOR LINE) FLOOR LINE) FLOOR LI E) FLOOR INE) FRAME X II X + + i + �- ------------------- J ( WINDOW E n DOOR& MECHANISM SINK + 8 FOR ITEMS IN WORK AREAS NOT DESIGNATE EITHER TO REMAIN OR BE + I X X &FRAME DOOR REINSTALLED"ARE TO BE SALVAGED AND TURNED OVER TO THE OWNER. X X X X FRAME;lOEMO II ` T 1.. X WALL X t i WINDOW DOOR &FRAME E WALL BELOW 11 E E + X ` " I t &FRAME &FRAME 9 CUT OPENINGS IN FLOOR SLABS AS REQUIRED FOR INSTALLATION OF NEW WINDOW& WINDOW& WINDOW& WINDOW& It S + + LIGHTS DOOR, Q_� t t X WALL STAIRS& COLUMN FOOTINGS TYPICAL.FRAME FRAME FRAME FRAME WI DOW(TO It COLUMN COLUMN + DOOR&F- WINDOW ` It I i WALL X TILES RAILINGS CV I FLOOR LINE) LIGHTS + P`Am,t+ &FRAME II ( N _ _ _ _ _ _ _ _ 10 ROOMS CONTAINING CARPET ARE TO HAVE CARPET REMOVED AND SURFACE E - - �'- - - � - - _ -�- - - - - - - - ------ --- -�'----- _�� +� --- + + +- -- E BELOW CLEANED PRIOR TO INSTALLATION OF NEW FLOORING. ROOMS j t u t t + + WALL CONTAINING HARD SURFACE FLOORING MATERIALS.ARE TO BE CLEANED AND ! S TILES X E PREPPED FOR NEW FLOORING. Q II I I .-- X WINDOW& t I Al 1 T ELECTRICAL X E I! FRAME E X X - a FIRE+ i COLUMN W LL I I I I 12 WALL _ 1. EXTING,4• AND DATA X DOOR GRILL D OR& 11 GLAZING COMPOUNDS AND CAULKING IN EXISTING DOORS AND WINDOWS ! 1 I X X , , + AJI _H'ER PANELS HARDWARE O HAVE BEEN DETERMINED TO CONTAIN ASBESTOS. DEMOLITION CONTRACTOR cu !! WALL DOOR& s + +++ + ++ FRAME FRAME TO PULL DOORS AND WINDOWS IN THEiR ENTIRETY IN LIEU OF REMOVING �/� S..■ !! FRAME X' + X COMPOUNDS AND CAULKING SEPARATE FOR DOORS AND WINDOWS. ���• �— X DOOR&FRAME _ + -F I + DOOR& ++ FRAME }- _4 DOOR& FRAME E 12 CONTRACTOR TO REMOVE ANY EXISTING DUCTS, PIPES, DEVICES THAT HAVE CD + FRAME + FRAME - I X i t t WALL X + ,. .. �_ X BEEN ABANDONED OR ARE NOT PART OF THE.NEW BUILDING SYSTEM. PATCH iI X I tAND REPAIR AND SURFACES TO MATCH ADJACENT SURFACES, TYPICAL. ti -++� X+-� SHOWER, SAWCUT II CEILING WALL ° ° PLUMBING X + �- 1 i SLAB FOR NEW E r tS"� II X I i t I iI ` FIXTURE + WALL .� u I X FLOORING 13 REMOVE ALL EXISTING WALL MOUNTED SiGNAGE AND RETURN TO CITY BIBLE CU p _____ ___ _ fill II __.___—__ _ _ + _ _ ALL KITCHEN CHURCH. t-. CS0 I OVERHEAD ! -----�, ----- -- - --_ _ -- + FINISHES Cts if DOOR, HOIST I u , I L /�'/" �' ;/ �;- �I� i '')/ + O PLUMBING &EQUIPMENT 14 REMOVE ALL EXISTING EXIT SIGNS AND COORDINATE REINSTALLATION WITH '� U) it & MECHANISM u X I I%''; ��X ! :�' 't- � � i +L�IGHTSI-+ E FIXTURE, X E ELECTRICAL DRAWINGS. ' 47 i U) cfl cfl 11 tl , i ►- /-! � j_ " ,t- ./�� _ r + % _ OVERH AD II WALL I,%'./.�, _ - i �-� + I _ % + Y XTURE X { DOOR 15 CAP WIRING AT ANY OUTLETS TO BE REMOVED. Cn M co + + FRONT S X X C) C) O i/ ' j i� i� ' L..� + 16 WHERE WINDOW IS NOTED TO BE DEMOED, REMOVE WINDOW COVERING AND C3 lf� I:.C) WINDOW& I DOOR& I t,J' �- , ,- - ,,'i _ PARTITIO 3: .._. X FRAME t t',i�%PL- iING'.:.=' "'I'Ii y X + _ TOILET WALL I HARDWARE WHERE OCCURS. C" FRAME X i t- /%" ,/ Xi � ! LL i 1 , PARTITION ®O -,-; `.,_ WA L& - =i 1 +_ DOOR&+ i 1'7 SAW CUT SLAB ON GRADE, REMOVE AND EXCAVATE FOR NEW FOOTING. SEE DOOR, X SOFFIT i X,.- '" ,'/..� .,-il - t_ R/�NIE ... !1 X WALL DOORS X i t r, - --i' + r E _ _, - STRUCTURAL FOR NEW FOOTING LOCATIONS. FSA GLAZING , ABU}VE t i'' S %' ,^ t� f_.�1 I + + + + c &FRAME 1 t/� . r Ii /�. / `i 4 XT + A FIN HES 18 ALL EXISTING COLUMNS AND STRUCTURAL ELEMENTS TO REMAIN UNLESS G" -.�- �,, _=, F- I ,L�j -- X �% %_. + �. - WALL X NOTED OTHERWISE. t, &FAME t I , - i , _ _ ,%� �t 1 47RINKI,N'G�. _ X isl ',- + FOUNTAIN E E V PLUMBING �, X X S X t i- �%/ /�/'; " + T X 19 WHERE CEILING IS NOTED TO BE DEMOED, REMOVE LIGHT FIXTURES WHERE 111 -L. ' �= FI TURES CEILING - - ' -" OCCURS UNLESS NOTED OTHERWISE. '� II Y FIXTURES II WALL //. i _ /i t t j' �� .=� L �'.� / + s LUMBING PLUMBING -,-� - ,-- -�I I t CEILING WALL FEC WALL I I,�R�CIVI ���-;%=: I'� T �. + �I-&FINISHES X i I _ __ _ _ a_ IXTURES � II Ij ;/,i'. � I I --_-__- -- ----- -- + + + -- __ _- - 20 REMOVE MISCELLANEOUS COAT HOOKS, TRIM BOARDS, AND RUBBER BASE _ _ I � i i,.- '�It I W LL � — WHERE OCCURS UNLESS NOTED OTHERWISE. WALL ' 1-'' '=�'" "X"' --h I i i BASIN -I� i DOOR ELECTRICAL E X S X WALL X E E E X X E X t , L I/ ,r X &IFRAME PANELS-SEE ! ELECTRICAL CEILING FIRE THERMO- COLUMN TOILET COLUMN WALL FOR DOOR COLUMN Q COLUMN �1`► /� LIG TS � C. hi _ _ 11 ��_ _ ___ _________ _ EXTINGUISHER __ __- STAT ___ _____ PARTITIONS NEW DOOR &FRAME_ / /moi/i /�/moi... / '{ L___ _ — _J L_____ _ _ ____ —_ ___ — _ __________ ___ ___ ___ ______— -.-.--- �._ __ __� _ _� � ' 6V7 i/ , t W NORMAN R. DULL C� E �/ --� X% /%%� , E X WALL , t E` X X .., t DOOR _ I I E X X X X —. I DOOR i i X . , t t t I I &FRAME I t t I i I &FRAME COLUMN -� -PActJT_- i/ COLUMN I X i u u t II II i W LL LIGHTS � -_130- 06 -�I I I COLUMN LIGHTS WALL , COLUMN LIGHTS WALL LIGHTS WALL i I t i i t l t l t t PORTLAND OREGO X X I FEC �-- ------------ —J I Ii II L-- -- --————— —— — —i �--- --- ——--- -- — —J I ' : - _ _------___ -__ - -- - ------ -__ _-- -__ --------- --- -- --_ _ - -'' - � ,�� WALL LIGHTS WALL 1 GAS PIPING, I" // // i" �t E t I u t u t t u I ! I t __ t X of METER & r�y/ /i,% / % 'J� tr __Z_--- _J CONCRETE /- t I I I FEC LI ij �!,jFr it II i 1 1 1 I 1 I i I t I I i BOLLARDS , -�� f` �j'.h II �' X X I I X X t 1 X X 11 X 11 i II I i I U_ - t i FEC DOOR& I I FEC DOOR& t I DOOR& I I CASE Ii u II FEC GRILLE FRAME FRAME FRAME II II , tl X 1i I I I I I I WORK Il 11 It i � II X iI I1 - — — — — — — — — — -) t II D OR i t I I I I I I 1 1 X X II &FRAME WALL MOUNTED I t I t. - - - - - - - — Ih PIPING ALONG t ! ti I II 1t WALL W LL II I I II X X i I THIS WALL I I I I I t t I I It WiNDOW& DOORS FRAME &FRAME I I ! I Ii I I X X t I X X I i I X X i I X it X X I WALL CEILING , WALL CEILING i j , WALL CEILING i WALL ! WINDOW& CEILING I I I I ! t II FRAME II i I i 11 i f l I I WALL MOUNTED PIPING ,' L_ _ — T � — - - II II , 11 II C - X ALONG THIS WALL TACE X �, I t ii X ti X ! tl II I X !! WINDOW& I i 1 TACK I I t I! X FRAME ,' i i BOARD I STAGE - - - - - - - - - -II B FENCING/TRASH I - - - - I I I I I i I B ENCLOSURE II ! DESK X t l t l I ! 1 ! ( I COAT HOOKS t t I I I r k e y p I a n ALONG THIS WALL H - _- ==_=_ _ ====== =_- - _ _ _ _ _ - - _ _ _ =_ - _ _ _ _ ____ H II phase Demolition Phase u U_ - � X X X X X X X X X X X X X X DOOR INFILL, WINDOW& WINDOW& DOOR INFILL, WINDOW& WINDOW& WIN OW& WINDOW& DOOR INFILL, DOOR INFILL, WINDOW& WINDOW& WIND W& WINDOW& MANDOOR& FRAME FRAME MANDOOR& FRAME FRAME FRA E FRAME MANDOOR& MANDOOR& FRAME FRAME FRAM FRAME date October 19, 2012 J FRAME FRAME FRAME FRAME revisions . I C I ! � 2 � 3 4 . 5 6 project# 11015 DEMO PLAN SECTOR <t: r O 411 O DEMO PLANSECTORA O SCALE: 1/8"= T-0" LEGEND: ITEM DESCRIPTION IBI X = DEMO R = REMOVE AND REINSTALL AT SIMILAR LOCATION M = REMOVE AND REINSTALL AT A DIFFERENT LOCATION Dull Dison Weekes - 1131 Group Architects, Inc. S = SALVAGE AND TURN OVER TO OWNER UNLESS NOTED OTHERWISE E = REMAIN 907 SW Stark Street Portland OR 97205 USA REMOVE EXISTING FLOOR FINISH AND BASE. CLEAN tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com SURFACE BELOW PRIOR TO INSTALLATION OF NEW FLOORING. SEE FINISH PLAN FOR NEW FLOORING LAYOUT. f NO WORK THIS AREA. PROTECT SPACES FROM DUST AND ' y CONSTRUCTION DEBRIS. I f 6 7 8 9 10 11 12 13 I EXISTING CEILING TILES AND GRID TO REMAIN. - -F- -F- X I X ( E E I --- - - DOORS& DOORS& STAIRS& WALL -- --- - FRAM IN FRAME IN I �� �� RAILINGS ®EMO PLAN NOTES: C 1 11tt PHASEIl PHASE 11 tt _ C r l., � � 1 DEMOLITION DRAWINGS ARE DIAGRAMMATIC AND ARE TO ASSIST THE � E CONTRACTOR IN ESTABLISHING THE GENERAL SCOPE-OF-WORK. PROVIDE. ALL DEMOLITION REQUIRED TO COMPLETE THE WORK AS INDICATED ON THE ! { DRAWINGS OR SPECIFIED. 2 WHERE DEMOLITION OR REMOVAL OF AN ITEM OCCURS, PATCH REMAINING WALLS, FLOORS AND CEILING TO MATCH EXISTING ADJACENT MATERIAL, I E I I I COLOR AND FINISH, UNLESS OTHERWISE NOTED. i 3 SEE MECHANICAL/PLUMBING/ELECTRICAUTELECOM DRAWINGS FOR ' E ADDITIONAL DEMOLITION INFORMATION. 4 REMOVE MATERIALS TO BE REINSTALLED OR RETAINED IN A MANNER TO PREVENT DAMAGE, STORE AND PROTECT. I E E E WALL e� 5 PRIOR TO SAWCUTTING ANY EXISTING CONCRETE FLOOR SLAB, PROVIDE .�.i FIELD ENGINEERING AND UTILITIES LOCATION SERVICES TO LOCATE ANY EXISTING ELECTRICAL, TELEPHONE, WATER, SANITARY SEWER OR STORM j DRAIN LINES WITHIN THE AREA OF WORK. E L I I I 6 DIMENSIONS FOR SAWCUTTING FLOOR SLABS ARE APPROXIMATE-VERIFY D -�- D WITH STRUCTURAL AND PLUMBING DRAWINGS AND IN FIELD. PATCH AND FILL ANY SAWCUT AREAS OF CONCRETE FOR NEW TRENCHES WITH NEW S� CONCRETE TO MATCH EXISTING. X D 7 THE TERM"DEMO" INDICATES THAT THE ITEM BECOMES THE PROPERTY OF A E THE GENERAL CONTRACTOR FOR DISPOSAL. 8 FOR ITEMS IN WORK AREAS NOT DESIGNATE EITHER"TO REMAIN"OR"BE REINSTALLED"ARE TO BE SALVAGED AND TURNED OVER TO THE OWNER. E E ...�.. S & E E A L I I I 9 CUT OPENINGS IN FLOOR SLABS AS REQUIRED FOR INSTALLATION OF NEW M I O COLUMN FOOTINGS, TYPICAL. 04 10 ROOMS CONTAINING CARPET ARE TO HAVE CARPET REMOVED AND SURFACE E E BELOW CLEANED PRIOR TO INSTALLATION OF NEW FLOORING. ROOMS CONTAINING HARD SURFACE FLOORING MATERIALS ARE TO BE CLEANED AND t t t ! PREPPED FOR NEW FLOORING. ,� O E t I WALL S DOORS& I t 1 S X 1 1 it 11 GLAZING COMPOUNDS AND CAULKING IN EXISTING DOORS AND WINDOWS �� I t X E u ` HAVE BEEN DETERMINED TO CONTAIN ASBESTOS. DEMOLITION CONTRACTOR CIO � FRAME ALL W LL&CEILING E FRAME i f i CABINETRY SOFFIT t 1 I! � MOUNTED EQUIPMENT X DOOR WALL TO PULL DOORS AND WINDOWS IN THEIR ENTIRETY IN LIEU OF REMOVING 5.... X DOOR t t I HARDWARE ip COMPOUNDS AND CAULKING SEPARATE FOR DOORS AND WINDOWS. I•— HARDWARE I I x WALL j I j I ■ I I ., I� SOFFIT - 12 CONTRACTOR TO REMOVE ANY EXISTING DUCTS, PIPES, DEVICES THAT HAVE CD I- I I X WALL X GLAZING E NOT RT OF THE NEW BUILDING SYSTEM. PATCH C ❑� It &FRAME BEEN ABANDONED OR AR PA it AND REPAIR AND SURFACES TO MATCH ADJACENT SURFACES, TYPICAL. t� X S ALL MECHANICAL 11 a)X GRILLES ON THIS WALL a 13 REMOVE ALL EXISTING WALL MOUNTED SIGNAGE AND RETURN TO CITY BIBLE Cll O CHURCH. WALL CABINETRY n it 14 REMOVE ALL EXISTING EXIT SIGNS AND COORDINATE REINSTALLATION WITH "� 0- X WALL it ELECTRICAL DRAWINGS. Cil � n T X 15 CAP WIRING AT ANY OUTLETS TO BE REMOVED. � M n M M I X x t ie tl ENTRANCE ( 4 � G C? 1 CEILING CEILING t DOORS, GLAZING 16 WHERE WINDOW IS NOTED TO BE DEMOED, REMOVE WINDOW COVERING AND C-4LO LO &FRAMES HARDWARE WHERE OCCURS. 00 I E COLUMN 17 SAW CUT SLAB ON GRADE, REMOVE AND EXCAVATE FOR NEW FOOTING. SEE STRUCTURAL FOR NEW FOOTING LOCATIONS. I C c . ! ` r 18 ALL EXISTING COLUMNS AND STRUCTURAL ELEMENTS TO REMAIN UNLESS X WALL It u X WALL I, 11 NOTED OTHERWISE. U- j WALL, X X II 19 WHERE CEILING IS NOTED TO BE DEMOED, REMOVE LIGHT FIXTURES WHERE X r , - 1 It OCCURS UNLESS NOTED OTHERWISE. I GLAZING& LD t tl � DOOR X WALL DOOR u t n GLAZING . 1 FRAME &FRAME &FRAME i !I X I X Jill 1i 1 1 &FRAME _________ ______ i 2 WHERE OCCURSREMOVE UNLEOUS COAT SS NOTED OTOKS, TRIM HERWISE. BOARDS, AND RUBBER BASE _.....=a =_ == � - - _ =� _ = = _ = _ = = = = =�_ ___ ----------------------��__-� Cl.j CEILING 0 ELECTRICAL PANELS X DOOR E X E X X E X -SEE ELEC. s ,' &FRAME ]COLUMN WALL COLUMN FEC CEILING COLUMN WALL E COLUMN x ALL C.7 r=== — _____--___ _ — —_—______— -- —__-;t x- r--- _--_--__---- _ -1I 1 tl G 1 I I I I t t X I I WALL X I t! t , x x , X x , t DOOR I x x x WALL I tt NORMAN R. DULL y t ! I t X t t &FRAME I I DOOR t tl I I W LL LIGHTS I I WALL LIGHTS WALL t n ` ' I I LIGHTS WALL &FRAME GLAZING II III 1 ! I I ! II II I I X I II o 0 I I ( I I PORTLAND, ORE ON --r--��-- __-�-� L=-==_______� __-- &FRAME t tt � II � II II fl � 11 n 1I t It i I PARTITION WALL aF 0� tl OR � �� ` � � I I> , �' I � X \ ` �1 X X &OFRAME t II X ; r-____________ __� WALL t tl X WALL i I t t I t X X WALL I l t X 1 I DOOR I 1 t X \ I I X CASE 11 &FRAME t t I I DOOR DOOR I CEILING t It WORK �j X I i &FRAME �I1 &FRAME I tl X x 11 FILING , t I jl PARTITION I t 11 I I WALL It ! I X � o li X WALL =-_ - - - - - WALL _ _ _ _ _ _ _ _ tl t1 t CEILING I t X PARTITION WALL I -- tit t I-- -------- -----� t t L I, 1 tl 1 GLAZING, I t 1 t X FRAME&WALL t If t X t 1 1.1 X BELOW I t t t I I t DOOR WALL I I I & FRAME X t ! tI X I � !I I1 WALL t 11 CEILING - t I X WALL I I X PARTITION WALL 11 I I X WALL 1I I1 t 1 C I I {►t I (__ X t I 1 CEILING t I 1 I DOOR , 11 11 � 1 I 1 t & FRAME II II ! I II II II I) 1t II ei k e y p l a n ISI t l II II 11 It II 11 H _� _ _ _`- _�- - - _ �-_ ___ _ — _ _ - - - _ - - - _ - - - _ - _-� __ _- -I--- I H ph Demolition Phase II " ^T— ase X X x x x X X X x WINDOW& . WINDOW& DOOR INFI L, OVERHEAD WINDOW& WINDOW& WINDOW& WINDOW& OVERHEAD date October 19, 2012 FRAM FRAME MANDOOR& FRAME DOOR& FRAME FRAME FRAME FRAME DOOR& MECHANISM MECHANISM J revisions I I I I 6 7 8 9 10 11 12 13 project# 11015 DEMO PLAN SECTOR B CIO LO 66 N r N PLANSECTOR �7 SCALE: 1/8"= V-0" O i • I 1 GROUP 1 Dull Olson Weekes - IBI Group Architects, Inc. - i 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 { www.dowa-ibigroup.com www.ibigroup.com I I MO I I i I i f � I i C - i { 1 1A3.22 2 3 4 5 A3.01 6 7 8 9 10 11 12 13 p 1_ 11 Its t_ 11 1 11 ' �/ II 521-81122 4 20-2 37it 6 1 601-01112-10 7'-2" 6Q-0 21-11 211-2" 27-6 8-4 A _ A ALCOVE ! ■ y If ..... ......... EAM r FFI 5 1 BOYS � r LOCKER ! (,� - i C ROOM 0 Cj) M \J! 170 r3 2 hy GYMNASIUM A3.22 A3.22 W 1 t -..-„,.. -:,.,..:. ,..-.ate _:,_...:.•.:,.,,--_.:-,a,.,_..:fd,-,'-.:..: >..r.-.,...:..- ...m.,..._ ... _.3Y -r. ...:...«--...:.. ,..,.. .. .>.._,...,..m .,_.....Y: ..-:a.4 .,....._. 5 r__,. .._,.. .r A3.20 ' LS � GIR A3 20 KILN LOCKER X ALT#1 WORK ROO a ____ ._._ �_.��_..._._�. �:. �, � ROOM 119 _F..� { { 128 _ ( - - - - - - - - - - - - - - - - - _ _ _ - - -{- - - -- - { { FFIC 173 { I s- 1 0 ._ ccs (- � I- -�■r ALCOVE O [-) A B ^1 1 Dffl �g r2 .-._y,�.., ,:��...x .:.:�.�: .. . .:� . ,,:_„..,-TO1L�E1` 174 : C C CBC L C? 0 - - - - - - - - - - - - - - - - - - - - - - - - - Q� NUR ERY OFFICES �-- - - = - - - - - -� 175 STORAGE i � T � I 1 G , Q I 131 133 1� c� ART ROOM PHYSICS CLASSROOM CLASSROOM _ ° ° { r. . 118 120 121 122 � I Cn o- z HALL OFFICE VESTIBULE STORAGE ! Zo Zo 129 � ,---,. 0 127 132 134 � a � a �I O LO LO OFFICE N 130 (E) ST R. WEIGHTS! N Q { FITNESS N CO .;.:. 178 , A3.01 4 _'__-- HALL - (E) ST GE (E) HALL 159 MUSIC H AUDITORIUM (E) SO ND ° 0 ° 126 C LASS ROO M ❑ 164 _ F—, —� 160 - ® LDI 1 2 I 135 1 2 SMALL E O (E) ST R. _ A3.20 A3.20 C1 GROUP COURTYARD ( ) (E) STOR. ° of A3.20 A3.20 123 MECHIEEE 16 161 117 136 ALL I 0 U 11 1 E 143 STORAGE SMALL DF RO ° GROUP 137 { E (E KITCHEN I 116PILEr 144 T2 A3.Q1 �LASSROOMSTORAGE _ O ° 1 4 o CLASSROOM ALL 138 - X140A _ _ _ _ 3 ti A3.21 LIBRARY 125 124 0 ' _ 51 A3.21 � } E) M COMMONS ° I r.• °I �I 114 I wo. � LE � � { 150 � FWO F C7 ° CONFERENCE I , WORK ROOM CONFERENCE 0 115 © 151 1 ,Y II WESTSIDE 155 1 TOILET TOILE I G ° II _ HALL = TOILET TOILET ° B 102 142 141 fall 143 149 L) G i r 1311 111111flillL' 1111111a i s ° s a ORK ROOM 1 1 { L 1 I SCIENCE HALL 158 113 110 ERITA E r, HALL II � PE RE { { { { II r 'FIC { { { ° 111 CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM �� 54 1 2 109 108 107 106 105 104 103 ► 1 Y42 A3.21 A3.21 AFF ROOM A3.21 A3.21 SCIENCE ESTIB LE 112 100 H — ° _ H — — — — - _ �{ { { i ° ° ° 11:1 { { { ( { { k e y p 0 a n —PMJ ° I I CONFERENCE CIPAt J 153 156 phase Demolition Phase 3 r2% 3 I ° ° I 1 A3.22 A3.22 A3.01 — — date October 19, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 revisions project# 11015 FLOOR PLAN OVERALL (FOR REFERENCE ONLY) CD N C� FLOOR PLAN OVERALL "', SCALE: 1/16”= 1'-011 WALL TYPES NOTES: WALL CONSTRUCTION TYPE-SEE WALL TYPES IBIAl 1 HR FIRE RATED CONSTRUCTION DESIGNATION (IN HOURS) GROUP 1 2 3 4 5 6STC STC RATING 3 2 Dull Olson Weekes - 1131 Group Architects, Inc. A3.22 A3.22 1 NOTED WALL TYPE DEPICTS TYPICAL WALL CONSTRUCTION. SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL INFORMATION. 52'-8" 22'-4" 20'-2" 37'-1" ' 60'-5" 2 PROVIDE MOISTURE RESISTANT GYPSUM BOARD IN ALL TOILET ROOMS. PROVIDE 907 SW Stark Street Portland OR 97205 USA Vill i TILE BACKER BOARD BEHIND ALL CERAMIC TILE APPLICATIONS. MOISTURE tel 503 226 6950 fax 503 273 9192 8.. i (E) RESISTANT GYPSUM BOARD SHALL ALSO BE USED AT ALL KITCHEN AREAS AND www.dowa-ibigroup.com www.ibigroup.com I A3.10 _ _ _ _ _ _ _ _ _ _ _ _ BEHIND DRINKING FOUNTAINS. A3.12 3 I I i I 1 3 SEE INTERIOR ELEVATIONS FOR LOCATIONS AND EXTENTS OF APPLIED WALL 4 1 1 1 FINISHES. ILN (E) 10. of BOLLARD, TYP. 113 01 (E) i . (E) i 1 i 4 WHERE A LENGTH OF WALL IS INTERSECTED BY PERPENDICULAR WALLS, WALL 1 g 1 q ¢ m o 10 o I TYPE TO BE CONTINUOUS BETWEEN TAGS UNLESS OTHERWISE NOTED, I 1-- I � ; I I B = -- B KILN rn (OFCI) (E) WORK ROOM . - 128 r-� 29' 4" 22'-10" $'-7 3/4" 11'-2 1/2" 32'-9 3/ " CBC CBC (E) ART ROOM PHYSICS A2 CLASSROOM CLASSROOM A2 NURSERY OFFICES _ 118 120 '121 122 . HALL 128A A6 131 133 FLOOR PLAN NOTES: C 12 ---- C _ 129A N 1A ZA OFFICE A2 rn 1 DIMENSIONS SHOWN ARE TO FACE OF STUD, FACE OF MASONRY OR CENTERLINE OF COLUMN OR GRID LINE UNLESS NOTED OTHERWISE. �. 1D A5.13 1B 2D A5.13 2B 129 2 DOORS NOT LOCATED BY DIMENSION ARE TO BE CENTERED IN WALLS AS SHOWN A2 131A 133A OR LOCATED 4" FROM FACE OF STUD TO FACE OF JAMB. t- 1C 2C co 3 MASONRY DIMENSIONS ARE NOMINAL. COORDINATE ACTUAL ROUGH OPENING IN L 130A A2 ESTIBULE (E) oo A11 {E) MASONRY DIMENSIONS. 4 DIMENSIONS AT RELITES ARE TO CENTER OF ASSEMBLY UNLESS NOTED N I OFFICE 132 OTHERWISE. ■ d o I Q N 130 (E) 734A STORAGE 118C < N N N 5 USE DIMENSIONS SHOWN; IN NO CASE SHALL WORKING DIMENSIONS BE SCALED 13,t� FROM DRAWINGS. CROSS CHECK DETAILS AND DIMENSIONS SHOWN ON THE 0 T ■ II A2 135A �E) (E) ARCHITECTURAL DRAWINGS WITH RELATED REQUIREMENTS ON THE STRUCTURAL, it HAL (E) (E) STAGE MECHANICAL, ELECTRICAL, PLUMBING, AND OTHER DRAWINGS AS APPLICABLE. ■� II 1 (E) NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE T 126 164 WORK.. 126A A6 (E) a (E) A3.31 (E) 4A MUSIC (E) u CLASSROOM E 6 CONDITIONS AND DETAILS MARKED"TYPICAL"SHALL APPLY IN ALL CASES UNLESS - _ ( ) SPECIFICALLY INDICATED OTHERWISE, TYPICAL DETAILS NOT REFERENCED ON ® M 4 (E) ® DRAWINGS APPLY UNLESS NOTED OTHERWISE BY SPECIFIC NOTES AND DETAILS. 137A o ° (E) �, /-- WHERE NO SPECIFIC DETAIL IS SHOWN, THE CONSTRUCTION SHALL BE IDENTICAL n E2 E2 (E) S O OR SIMILAR TO THAT INDICATED FOR THE TYPICAL CONSTRUCTION OF THE �"' 2 - - - (E) 4C r 1 2 - PROJECT. 0 Icy) A3.20 (E) A3.20 o COURTYARD STORAGE A2 MECH/ELEC 136A (E) WHERE NO SPECIFIC STANDARDS ARE APPLIED TO A MATERIAL OR METHOD OF 7 CONSTRUCTION TO BE USED ON THE WORK, ALL SUCH MATERIAL AND METHODS ARE A5.12 123 137 136 TO MAINTAIN STANDARDS OF THE INDUSTRY AND, WHERE APPLICABLE, D MANUFACTURER'S INSTRUCTIONS. 1 E A6 {E) 8 LOADING OF CONSTRUCTION MATERIALS SHALL NOT EXCEED THE DESIGN LIVE M E2 (E} (E) LOAD PER SQUARE FOOT. N 135B E -- 3A E 9 ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, A2 117A SMALL A2 138A MECHANICAL, ELECTRICAL, AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS, d 3D A5.12 3B GROUP O (E) A7 (E) AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. - 20'-0 1/4" 5 3/ " (E) .� A3.10 4 A2 117 10 PROVIDE ALL NECESSARY ANCHORAGE BLOCKING, BACKING, FRAMING FOR -� 3C _ 3 ■ MDF ROOM (E) HANDRAILS, DOOR STOPS, CASEWORK, SHELVING, MIRRORS, WALL MOUNTED =� V) Cz A4.50 ' Q HALL 144 EQUIPMENT, AND ALL OTHER ITEMS AS REQUIRED FOR COMPLETE INSTALLATION. S. N SMALL -- - -- , 0 143 LAUNDRY E KITCHEN 11 CONFIRM ALL ROUGH OPENING DIMENSIONS FOR DOORS AND WINDOWS PRIOR TO ■� ~ E2 144A ) COMMENCEMENT OF CONSTRUCTION. GROUPLO STORAGE A2 M N {E} 145 _ - - - 0 116A 138 OIL-ET -12 WHERE A LENGTH OF WALL IS INTERSECTED BY PERPENDICULAR WALLS, WALL1116 CLASSROOM CLASSROOM HALL TYPE TO E CO BETWEEN T NOTED OTHERWISE. O I E B CONTINUOUS BE E AGS UNLESS O ER SE. cn 0 -.13RARY SHIPS 125 124 151 LADDER _� __ - � 140 145A A6 (E) e- p co Q 13 PROVIDE SOLID BLOCKING BETWEEN ROOF JOISTS WHERE WALL RUNS MID 4 114 115A 2A A4 - _ _. s E 4 PERPENDICULAR TO ROOF JOISTS. GYPSUM BOARD TO TERMINATE AT ROOF ' ��- . . 5 A9 ( ) - JOISTS. ■ 9� A3.21 A3.30 3A A6 E) (E) {E) A3.21 �J C� C� 1A 2D A5.12 213 A2 Al (E}. 14 SEE WALL TYPES SHEET(S) FOR DEFLECTION HEAD DETAILS. �■n.i C 11 � C-0 Cl) (E) V 3D A5.43 3B 140A O (E} C'� M LID 1D A5.12 1B O CC7 � WO �C ROOM (E> p TOILET 14 C3> lot (E) N AZ0 3C ( I 6A ) OMEN 00 ..� �- i�: lC I 115 LARGE T ILET GROUP 141 I 141A (E O f F o F E2 TOILET 139 A3 A2 142A TOILET 7'-11" TOIL 149 1 F � A2 I (� 148 5„ M O 142 0 {E) E2 A5.12 A8 A8 n Al A$ A8 a. sw A8 li A8 (E) CE} 2 { ) n E3 ii A4.50 A10 n � O LU o WESTSIC 1A TO BE PAINTED, TYP. G -- T s. HALL �' - II 102 A5.10 c' As Al it I A8 A8 A8 x ...F Ya7 cfl II A8 A8 A8 . A8 II A8 A8 1 C A8 qg qg A8 A8 A8 A$ A8 4A OPP.HD. A8 A8 A8 r. rn 4D A5.11 4B 0 0 0 0 0 Cl) r � �- SJ, iI 113A I 4C A2 HALL _ N 110 o LO --- SCIENCE ¢ w � M P P c� I l 113 111 A10 A2 A6 E A2 3A CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM o (E) 109 108 107 106 105 104 103 LO o o U LO LO 3D A5.11. 3B A6 A2 A2 2A 1A 1A 1A 1A 1A A6 1D A5.11 18 2 3C po A2 2 C A3.21 �CIENCE m 2D A5.11 2B 1B A5.11 1D 1D A5.11 1B 1B A5.11 1D 1D A5.11 1B 113 A5.11 1D _ 1 C A3.21 112 A9 r I ( 1 1 C CD . 2C C 1C 1C 1C B 4A E2 112A - - - - - - k e y p I a n ° 4D A5.11 4B H 4c -- H phase Demolition Phase (E) I o I I I II 1 BOLLARD, TYP. I E3 I o T � _ , TT - - tiTT _ _ _ , T _ , �T � _ - TAT - - - T - - I date October 19, 2®12 revisions C) E3 9._3.. E 1 I r E1 2 3 E1 i Q SIM. SIM. A3.22 3 A3.10 E1 1 i A3.22 52'-8" 22'-4" 20'-2" 3T-6" 60'-0" I 2 3 4 5 6 project# 11015 p1 FLOOR PLAN SECTOR A (FOR REFERENCE ONLY CD CD G r CD FLOORPLANSECTOR A r SCALE: 1/8"=V-0" O r WALL TYPES NOTES: WALL CONSTRUCTION TYPE-SEE WALL TYPES Al 1 HR FIRE RATED CONSTRUCTION DESIGNATION (IN HOURS) GROUP STC STC RATING Dull Olson Weekes - IBI Group Architects, Inc. 1 NOTED WALL TYPE DEPICTS TYPICAL WALL CONSTRUCTION. SEE ELEVATIONS, SECTIONS, AND DETA-ILS FOR ADDITIONAL INFORMATION. 2 PROVIDE MOISTURE RESISTANT GYPSUM BOARD IN ALL TOILET ROOMS. PROVIDE 907 SW Stark Street Portland OR 97205 USA TILE BACKER BOARD BEHIND ALL CERAMIC TILE APPLICATIONS. MOISTURE tel 503 226 6950 fax 503 273 9192 RESISTANT GYPSUM BOARD SHALL ALSO BE USED AT ALL KITCHEN AREAS AND www.dowa-ibigroup.com www.ibigroup.com BEHIND DRINKING FOUNTAINS. 3 SEE INTERIOR ELEVATIONS FOR LOCATIONS AND EXTENTS OF APPLIED WALL FINISHES. 4 WHERE A LENGTH OF WALL IS INTERSECTED BY PERPENDICULAR WALLS, WALL TYPE TO BE CONTINUOUS BETWEEN TAGS UNLESS OTHERWISE NOTED. 0 7 8 9 10 11 12 13 • 1 A3.22 l STORAGE I A14 i I E7 ABOVE I �s l (E) ;>t.; 1 A13 ; A14 TOILET 176j A14 A14 A14 Qii o Q _ FLOOR PLAN NOTES.. O C - V � A2 \< > L-7/ 159A 1 DIMENSIONS SHOWN ARE TO FACE OF STUD,'FACE OF MASONRY OR CENTERLINE \< E) ' (E) OF COLUMN OR GRID LINE UNLESS NOTED OTHERWISE. 2 DOORS NOT LOCATED BY DIMENSION ARE TO BE CENTERED IN WALLS AS SHOWN UP OR LOCATED 4" FROM FACE OF STUD TO FACE OF JAMB. 0 UP 2A A2 3 MASONRY DIMENSIONS ARE NOMINAL. COORDINATE ACTUAL ROUGH OPENING I I WEIGHTS/ MASONRYDIMENSIONS. (E) 2D A5.21 26 FITNESS 4 DIMENSIONS AT RELITES ARE TO CENTER OF ASSEMBLY UNLESS NOTED 159 N OTHERWISE. ■ U (E) HALL `t' 3A 5 USE DIMENSIONS SHOWN; IN NO CASE SHALL WORKING DIMENSIONS BE SCALED AUDITORIUM E2 FROM DRAWINGS. CROSS CHECK DETAILS AND DIMENSIONS SHOWN ON THE 16O ARCHITECTURAL DRAWINGS WITH RELATED REQUIREMENTS ON THE STRUCTURAL, #, 163 (E) O MECHANICAL, ELECTRICAL, PLUMBING, AND OTHER DRAWINGS AS APPLICABLE. ■.■■■ (E) STAG 0 (E)SOUND 3D A5.21 36 o NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE 164 162 WORK. 0 ..__ 0 AZ I 3C 6 CONDITIONS AND DETAILS MARKED"TYPICAL" SHALL APPLY IN ALL CASES UNLESS a ® _ D SPECIFICALLY INDICATED OTHERWISE, TYPICAL DETAILS NOT REFERENCED ON DRAWINGS APPLY UNLESS NOTED OTHERWISE BY SPECIFIC NOTES AND DETAILS. WHERE NO SPECIFIC DETAIL IS SHOWN, THE CONSTRUCTION SHALL BE IDENTICAL r' OR SIMILAR TO THAT INDICATED FOR THE TYPICAL CONSTRUCTION OF THE 0 1 _ (E) 1598 _ M 1 PROJECT. 0 cy) A3.20 A320 (E)STOR. - WHERE NO SPECIFIC STANDARDS ARE APPLIED TO A MATERIAL OR METHOD OF O161 E1 7 CONSTRUCTION TO'BE USED ON THE WORK, ALL SUCH MATERIAL AND METHODS ARE 160A TO MAINTAIN STANDARDS OF THE INDUSTRY AND,WHERE APPLICABLE, D E1 MANUFACTURER'S INSTRUCTIONS. fI 35'-9 3/4" 'r11" ■�■ M f 8 LOADING OF CONSTRUCTION MATERIALS SHALL NOT EXCEED THE DESIGN LIVE (E) {E) {E) (E) LOAD PER SQUARE FOOT. N ■�. 1�- E - - - - - - - _ _-- - - E 9 ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, "�" t�? MECHANICAL, ELECTRICAL, AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS, ■■��' { ) (E) - - -= BOLLARD, TYP. AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. - - � .� OR E 77 -$1- �I 10 PROVIDE ALL NECESSARY ANCHORAGE BLOCKING, BACKING, FRAMING FORcc ~+ -� { ) (E)E I HANDRAILS; DOOR STOPS, CASEWORK, SHELVING, MIRRORS,WALL MOUNTED ■� 3 150A i EQUIPMENT, AND ALL OTHER ITEMS AS REQUIRED FOR COMPLETE INSTALLATION. "� '�� � N..=.. A3.32 ao 1 11 CONFIRM ALL ROUGH OPENING DIMENSIONS FOR DOORS AND WINDOWS PRIOR,TO ■� I I i I E COMMENCEMENT OF CONSTRUCTION. 1 1 A3.11 12 WHERE A LENGTH OF WALL IS INTERSECTED BY PERPENDICULAR WALLS, WALL ° TYPE TO BE CONTINUOUS BETWEEN TAGS UNLESS NOTED OTHERWISE. UC!a 01 ►� W � LO 2 A3.10 i 13 PROVIDE SOLID BLOCKING BETWEEN ROOF JOISTS WHERE WALL RUNS 3 ; 3 PERPENDICULAR TO ROOF JOISTS. GYPSUM BOARD TO TERMINATE AT ROOF � ••�•■ _� d- d" A3.21 $ - - A3.32 co I A3.21 JOISTS. ■e/�� � � I`►- 1'�- COMMONS o 1 14 SEE WALL TYPES SHEET(S)FOR DEFLECTION HEAD DETAILS. _Cn C-0 C.0 U) �� I I I ° I I E2 i I I W C? Lt Li'l ❑1 CN •.�. �.� I CO 1 F — o 1- I I A5.21 ®1 i 1C 150B 1 co o i r.4 2'-7 1/ "51-31/21' 16'-1 '-3 1LO A4 I c c -.-- (� V s.. I d� 155C U't<0c0) r 4A °- i 0 0 1 ,, NFEREN A4 I 151 A2 CONFERENC (E) 4D A5.2o 4B ,.= , 0 _ J. 155 0 o WORK R M L 1 - 1556 158 V- - - - - - - - - - - - - - - -O " o ,. AZ A2 715:86 N HERITAGE 1 HALL 1� 8PEN L I� �ECEPTION - - T - T _ _ r-,� O FICE 0 II 11 1.52 54 Q ��-oppo--�� uL N U W ' 4-- - REF. _ - 1 D A5.20 1 11( 2A 11 d �t u A5.20 2B 3A 1C. II A5.20 (E) ii 3D A5.20 39 A6 2C 1 A2 A2 1576 3C 1 C A3.21 STAFF ROOM A3.21 153B _ 1568 157 �n Lo VE TIBU E CONFERENCE PRINCIPAL 31 100 153 E:K1 156 E2 A2 I k e y p i a n 1/ " 12'-10 3/4" 8'-5 3/4" 17'-3 1/4 8'-4 1/4 H m H I phase Demolition Phase ° C, ° E8 {E) D o date October 19, 2012 I I revisions E1 20`-0" E1 SIM. 60'-0" 21'-11" 21'-2" 27'-6" 8'-4" E1 I t I I ( I E1 SIM. E1 p SIM. E1 SIM. SIM. E1 i i E1 2 6 1 - - - - - - - - - - - 32 A3.22 A3.11 0 7 8 9 10 11 12 13 ro"ect# 11015 pJ FLOOR PLAN SECTOR B (FOR REFERENCE ONLY FLOORPLANSECTOR Aft -r SCALE: 1/8" O i i WALL TYPESNOTES: , Al WALL CONSTRUCTION TYPE-SEE WALL TYPES' IBI 1 HR FIRE RATED CONSTRUCTION DESIGNATION (IN HOURS) GROUP I f i STC STC RATING (Dull Olson Weekes - IBI Group i Architects, Inc. 1 NOTED WALL TYPE DEPICTS TYPICAL WALL CONSTRUCTION. SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL INFORMATION. 2 PROVIDE MOISTURE RESISTANT GYPSUM BOARD IN ALL TOILET ROOMS. PROVIDE 907 SW Stark Street Portland OR 97205 USA TILE BACKER BOARD BEHIND ALL CERAMIC TILE APPLICATIONS. MOISTURE tel 503 226 6950 fax 503 273 9192 I RESISTANT GYPSUM BOARD SHALL ALSO BE USED AT ALL KITCHEN AREAS AND www.dowa-ibigroup.com www.ibigroup.com j BEHIND DRINKING FOUNTAINS. i 3 SEE INTERIOR ELEVATIONS FOR LOCATIONS AND EXTENTS OF APPLIED WALL FINISHES. 4 WHERE ALENGTHF O WALL IS INTERSECTED BY PERPENDICULAR WALLS, WALL � TYPE TO BE CONTINUOUS BETWEEN TAGS UNLESS OTHERWISE NOTED. i ; i j I 1 I FLOOR PLAN NOTES: 1 DIMENSIONS SHOWN ARE TO FACE OF STUD, FACE OF MASONRY OR CENTERLINE c OF COLUMN OR GRID LINE UNLESS NOTED OTHERWISE. , 2 DOORS NOT LOCATED BY DIMENSION ARE TO BE CENTERED IN WALLS AS SHOWN OR LOCATED 4"FROM FACE OF STUD TO FACE OF JAMB. i 3 MASONRY DIMENSIONS ARE NOMINAL. COORDINATE ACTUAL ROUGH OPENING MASONRY DIMENSIONS. 4 DIMENSIONS AT RELITES ARE TO CENTER OF ASSEMBLY UNLESS NOTED OTHERWISE. ■ 5 USE DIMENSIONS SHOWN; IN NO CASE SHALL WORKING DIMENSIONS BE SCALED r FROM DRAWINGS. CROSS CHECK DETAILS AND DIMENSIONS SHOWN ON THE 0 ARCHITECTURAL DRAWINGS WITH RELATED REQUIREMENTS ON THE STRUCTURAL '�'■' MECHANICALI T ELEC RIGAL PLUMBING AND OTHER DRAWINGS AS APPLICABLE. NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE ■� WORK. C) A3.12 6 CONDITIONS AND DETAILS MARKED"TYPICAL"SHALL APPLY IN ALL CASES UNLESS Q 1 * SPECIFICALLY INDICATED OTHERWISE. TYPICAL DETAILS NOT REFERENCED ON 0 H G DRAWINGS APPLY UNLESS NOTE A3.22 ® 11 13 WHERE NO SPECIFIC DETAIL IS SHOWN, THE CONSTRUCTION SHALL BE (IDENTICAL 1 Up OR SIMILAR TO THAT INDICATED FOR THE TYPICAL CONSTRUCTION OF THE 0 71-2.1 . 60'-0" 21'-11" 21'-2" PROJECT. WHERE NO SPECIFIC STANDARDS ARE APPLIED TO A MATERIAL OR METHOD OF E6 ABOVE i 7 CONSTRUCTION TO BE USED ON THE WORK ALL SUCH MATERIAL AND METHODS ARE BOLLARD, TYP. E5 ; TO MAINTAIN STANDARDS OF THE INDUSTRY AND, WHERE APPLICABLE, MANUFACTURER'S INSTRUCTIONS. A - I _ _ -- - - a a a, - 8 LOADING OF CONSTRUCTION MATERIALS SHALL NOT EXCEED THE DESIGN LIVE � CV 0 o LOAD PER SQUARE FOOT. N 166 9 ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, C37 MECHANICAL, ELECTRICAL, AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS, AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. 0 10 PROVIDE ALL NECESSARY ANCHORAGE BLOCKING BACKING FRAMING FOR }� w FORWARD FOLDING MOTORIZED BACKSTOPS, TOTAL OF(6) HANDRAILS, DOOR STOPS, CASEWORK, SHELVING, MIRRORS,WALL MOUNTED ■ EQUIPMENT, AND ALL OTHER ITEMS AS REQUIRED FOR COMPLETE INSTALLATION. ' CU 11 CONFIRM ALL ROUGH OPENING DIMENSIONS FOR DOORS AND WINDOWS PRIOR TO COMMENCEMENT OF CONSTRUCTION. CD ALCOVE a. ( TEAM I 12 WHERE A LENGTH OF WALL IS INTERSECTED BY PERPENDICULAR WALLS, WALL , 167 TYPE TO BE CONTINUOUS BETWEEN TAGS UNLESS NOTED OTHERWISE. C/) p 168 v LO 1 I 13 PROVIDE SOLID,BLOCKING BETWEEN ROOF JOISTS WHERE WALL RUNS PERPENDICULAR TO ROOF JOISTS. GYPSUM BOARD TO TERMINATE AT ROOF —� •— .�- JOISTS. ■ a 14 SEE WALL TYPES SHEETS) FOR DEFLECTION HEAD DETAILS. .a OFFICE U) _ CY) M 1A 169 o o C) CD LO LO BOYS ' A5.31 1 B I CO a- U U LOCKER II` SII ROOM - I► i I 'it 17� i _ 4 - STORAGE "' A3.10 1 � �� 171 2 A3.12 GYMNASIUM A OVE 166 E6 ABOVE i E5 i I , < -a— P.a 1 D A5.30 O O i 1C �. ._ 5 .. A3.20 A3.20 e GIRLS ^' LOCKER ROOM MOTORIZED BLEACHERS ° ` -° 173 I OFFICE 172 0 I , B 16 i ` � ; � I e D — � � _ �_ B o � I ALCOVE 174 I I i 177 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - _ - - - - - - _ - - - - - - - - _ - _ - - A14 E7 ABOVE STORAGE B A13 A14 a TOILET 176 A14 A14 A14 o k e y p l a n o Q C c ' � � � phase Demolition Phase 159A E) I I I (E) f UP date October 19, 2012 revisions 8 1 9 1 - A3.22 ® 12 13 project# 11015 FLOOR PLAN SECTOR C F (FOR REFERENCE ONLY) 00 a 4 CNI o 0 FLOOR PLANSECTOR"h j SCALE: 118"= T-0" CD