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Plans (50) BU P2019-00104 1 of 2 6 up2o• ) 9- q © o ) o�- RECEiV ‘QP\(1)- . v:,e, k-2ASA- V\Nre--- . MilliMilliilli 111111111 1::::ti I 1[1 ‘11 I 11111111 II( 1(::::::; IC:::::::11 11411 111141 11110)/ INII I 11111111 1")1( (:::::::; 111111111 11111111 Ir:::1 11:::::::: 1111111111 � � 1 6 20f9 S CITY:FTIGARD �NG DIVISIONe,,....e 4 ��. S t l/a'!f s. 3 Ski} y �,l'-':5-- ILF'l . • 11301; UK . ,"I _ - - __._- ---_,":"-__". _ 01. TIGARD OREGON r . ,,..:-',: l {. j te ,-5: . � _ -�'-i_- - _ I��.s# . � '�. } 7 e' f s ��/'�= "rte '# ti - -� �-�_ Ij ��"i`��*�f` y �;1r3� `� :s��s `f „„TirliT-1 --:-..gttl t-s, 0, , I.ea , .e.' iirLf..,_ \ <'.. ,...- -,, ...- 1k_ �� n r i.. �.161•' �, 4 I � � �`�, �s � % -< +a3!- fII��St�, _'r F " $ ', -I 1 �. \. 4 t'1 r s TYCHURCH OWNE41 411 R - _TRINITY C4MMUN1 r r ._ T5 y V r". I # t c..0 3 -.. ,�. - X1;1�.p;.,aa�L,i '-1 g .1L;., <x s, J. � q .-4::::‘,-, ,,i11101 /0_,eI l-;�}�i.. ...- .. f W W y �}y f �,,',1 _s„ -`.; 4};. ! :'At.° ':a, ., . '� =" _5•,r,.]�='� __ LJ (!5 10900 SW 121ST AVErs.- „o, , _F---- _ _ _ - - W �00_ _ - w ¢ ;` 'c ,g FS 4 y g E1� •4 \ CO Lu c Z f ce TIGARD, OR 97223 a �4y p� KK = �- .,. - } '. •, ,„ ,,Ap� .•Y' +41e-n .��Y°':t•.s- s. -''s :: R,. `_ •' -} F ,. 4:i J ....,». i.+ -�h'` 5�1, -1.)--'. �`Cn CC Z `j W lil tl- CL ,y ..� :- i, •., �_,_= .-...._ `}ter •� x• a.• ! ec; ! _., ,. .. '^ ..-. rs .; : 1 Illinillid �I 1 ,-1._ jS, r;. - :... C W Z U1 RI irrr bw r+� 1i t } { h,f - Y;7471, ' v —y °s l 1 • t ::;(1):4''Cl'i O m m j O- _ 5, �°{;' .f}a � �-- � � ;-�, r P� ,�k e? :�� _ �y:tdr� ��' � !-r ",� _--� :.�07, F I 1 } - ;_.,i �`� 11 . v s SI^r I `� 1 1 1 1 I I �- 'y; � _ ,O�- I . ��' j�� Y'�: - .�' I A� �� vI P� t F � .I i • I 1-'144' �1 - , . '„,,,,.;,--,,c--- � j 1 �t I .ffi I I F I f I 0 Co > o_ YORI(E & CURTIS CONTRACTOR � : � � - IFw III I I f ... .: � �. ',sat5. �.3 .. 4-r .I� � .�. T� P r .I�� '''',''.1` I (. - r, � [—:-I'-.4. -i' � � 00 LC] flO Ln r 1 I • 4480 SW 101ST AVE CCB •55644 :` � , w t - :7:' fH -_L F, W 0 0 0 0 0 Tr '; '47 ^ ! I e L d I r r 7 u� CO co t� ,12 --11-- . f_. y .,- _ } -; -„ _'M,,___—. 4- -''°.-_ 1 c:y, '•i_ 1� - "r LL,s '4 .�— t -f - CV M"7 'ct' is"-) CO BEAVERTON, OREGON, 97005 1 �._ , : ., _ - 1r 1 � V I - - ._ __ .-i. �I.. �• . � —' Mal' .1 _ M!�i _..� I I --r' 's �T'P" � E ,>.,� � -7'- - --) . I 1 �� -l f 1 4 ,I i � �' � (T}: (503) 646-2123 : , F COPY SITE SITE � —i` �. CONTACT: JEREMIAH DODSON NO TH NORTH *• VICINITY MAP Ate VICINITY MAP - ENLARGED NO SCALE NO SCALE CIDA INC. ARCHITECT/ STRUCTURAL ENGINEER 1 ! LOT 121 LOT 122 LOT 123 15895 SW 72ND AVE SUITE 200 Ai = 1� Li - �,� d° .' • �►♦� ♦♦S444.4.4411*." to 4.i o♦ .o♦,' ♦ ♦♦ is <i♦♦es*s„ ' .. �'• j ♦ ,►+.,; PORTLAND, OREGON 9 7224 ♦yyt,.♦ + � +♦°++ +,+�'y ++♦y++ +♦♦++v +♦a +o♦ + + +o+�y * �r 4,-s, 4 ♦o♦yo+++o♦v♦ Z.414,4+44444+♦ ♦+++♦♦•+ +♦ Si sss s a ♦♦ o ++s+++y+++o♦+ ♦ o ♦++ ♦+ ♦*" (T). (503) 226- 1285 4+44t4"v♦ ��y♦♦♦ys444:+4••••*** ++♦�i ►v� + ♦♦ v' ,++♦ +4 ♦� ♦+ +� +++o♦� ��. -�► o♦ ♦♦ y. o♦++ �i♦ ♦♦ ♦♦ �►♦�,♦++�►♦♦� �► ♦♦ ♦♦ ♦ o♦ ♦♦ + ♦♦• �► Off* fi♦ +4 4<• ♦i �.♦ ,, +♦o♦°u♦o♦+ ++ + +o♦y++ti♦++` +4++♦+�♦+♦++♦++ ♦♦4" '+ o++o♦++++4464".o♦t,4►y♦+++�♦++►++.y1,: s♦++♦•,+♦♦•s♦+ �' F . (503) 226- 1670 .: �..♦+�yi+++4, ♦o♦�♦♦ .�♦♦+ +♦y�♦+ �♦+♦o+ + +♦♦�► ♦o♦♦+ +v♦ v♦+ o♦ ♦ +++ +v+ .. ♦ ♦♦ ., 111:11(nIIIII ' � � `�1++i:+o�i♦+++♦4A*** ♦++ +o♦•+♦♦4 s •••+o+•y,♦+++♦++++♦s4••ses ♦+ ss�+♦sit♦+- +off++v+ ♦+�y;♦+��ss 44 s♦*++s�+ PROJECT ARCHITECT: LESLIE JONES + ' ��+ +�♦• 04 ♦�+ +o+ti+ ♦ ♦ o♦� o♦ ++ ++ `++ + ♦♦+ ♦+ +♦ +� + v++ °+ .1 ' -44 w- �♦ off+ v�♦ ♦t,4G♦ ♦ + **♦4+ * ♦4♦ oma♦ +++4+ ••%4o♦++♦++ ♦ +�♦ +o ♦o♦ +♦♦♦♦o ++� .+ oo++ ♦+*yy�*♦**♦. +♦w+♦o♦y++w+*+.++o ♦+►y♦+�+o♦+++♦♦+o♦++•♦++4.♦y+♦♦y IAA soo+ ♦ ♦ ++♦,s .,s♦++_G♦+.♦♦,i♦ �... , � a+++o♦4t4 04.+40 o♦♦♦y4is+s4A es*A♦44,444.4t4"a♦ iAti♦'` ♦+*►+o♦ o� o♦ + + oa*4*1•4+o♦ +44•r+ ♦ off STRUCTURAL ENGINEER: CURTIS GAG N ER , , 0++�40+++ .o♦ o� 4♦ 4oi+♦h♦ + o♦ yr o♦ o +o++y+ o♦ �♦ +♦yi o♦ +♦ o . ♦ ♦ ♦+♦+o++o++� + `, : ��o+�+oo+�♦♦ o�.♦+♦♦o♦+♦o+♦ �o♦ +♦moo +o♦�+o �+�ooy♦++o+ ♦ ♦ooo+ ii%41***1•41•41%*•++,t4•, ♦+♦ � ++o♦+♦�♦++` ♦+ ,� 61 t , o�`+o♦++o♦+++♦�� i+�♦+' ♦o++o +♦+ ►o♦o ��ho♦ ♦ oo♦+o♦♦+�♦+ ► + o ♦ o+�♦o++ ♦o+♦�'oo� +♦o♦t'�►♦+♦+ 14k44.1444•44.%4.164.14.4+.44\44♦ �•`► � ♦♦ ♦ �►♦♦ ++!►♦ ♦♦ ♦ +.♦ ♦♦ +.i ♦ i♦�.♦ i � �i♦ ♦• �.♦ O0♦ ♦ i♦ �.♦ 1 - ARCHITECTURE ♦%+o♦+o♦♦yo`a�►+♦+♦+♦%+y4%4: ♦oho♦o++♦moo.4.%* OS4Ao♦o♦♦ o ♦♦°o+ 4%.*8 +r • 1 y♦+yo♦44o♦ + o�4ryv♦ •�♦ �►+ ♦`♦r► +♦ ♦y'��►�+ y�`+i♦i``♦♦♦ `►♦�♦�► y♦♦,�j♦++'�c��t �♦yy� ♦�fj ENGINEERING t 04`+044�o4+y4o4♦+ `♦o+► +o ♦o .4♦•_4o� +�!o♦�'_ .+44.4.. o4� ♦♦ ao 4♦ +o++oo+ +f44 o♦t+♦♦� t++♦t , -� . I, �11o♦♦+•44+.4.+ +`♦, ++ . I �♦ +o♦ y+♦ ♦♦ +��+ ♦ PLANNINGn 4♦ o♦ '" + ♦+ ♦♦++ t 9 4*-•.4.♦♦+• s+ ss ♦w♦♦ -;a !I �o�♦oo+ +io��+o♦�+o ♦ ,00 I ,� ♦ ♦•4+.4•4+,4•44s \ � 4 . ♦�y♦� , ♦yy♦O byU INTERIORS PROJECT DESCRIPTION LEGAL a e 1 I44o y+4�+♦++ ♦ +` +oor�_ ♦♦ ++o ♦�♦ �y+o�♦moo SITE WORK PERMIT: TAX MAP: 151346D f �� } 1 • ++ ♦ 1 `� r �,�♦ ,� , c s 40♦4+♦♦+ +fi♦+++�`�♦ 1 `+ + 4♦ 4•4•14•.%4*'` �ti 1 5895 SW 72ND AVE SUITE 200 1 a I ��44�i♦+♦♦♦•+44+ � 1 I �� ♦��-" ,, �'� PORTLAND, OREGON 97224 NEW SITE STEPS FROM SIDEWALK GRADE TO ENTRY, REPLACEMENT AND RELOCATION OF AN TAX LOT: 7200 �1 f v Ste♦♦ 444,4* ,� � 4 't♦ +��y`�y� f►♦ TEL : 5 Q 3 . 2 2 s . 1 z a EXISTING NON-COMPLIANT PEDESTRIAN RAMP, AND REPLACEMENT OF EXISTING SIDEWALK AT 1 L ,,�y ` ��'y♦♦+ `�♦4"•.� ,1 t:‘,1%:\s%.!:;:sts:stss:sttst,:tss.. +�p� ,,; ..,: 14BUILDING. y n O♦i+ -w 1 .'�•,•, , 1FAX 5 0 3 2 2 6 1 6 7 0 y♦�+� L `\ �, ] j: , '•' 1 WWW . CIDAINC . C0M BUILDING PERMIT: 1� a ;� `�++�' i� \. '� �t -� . ,:: , ♦ii�fi+♦ � sREPAIR AND RECONFIGURATION OF THE BASEMENT, ROOF REPLACEMENT AND REPAIR OF THE `� %< 4��+�d�++♦,♦♦S \\ ' ♦ �►� ;:;: '�j �♦�+�`�♦s y ONLY. N DETLA I 1 ' �i♦+♦Ri♦+i.144 (1`1)1' - '`v! ♦Ai♦`�' ♦i♦+ �► '♦+� I STEEPLE. ADDITIONAL SITE INFORMATION INCLUDED FOR REFERENCE Z i`♦♦f •+♦�i♦v��Kt� ,iy♦i"♦♦yy♦ • 400,4A +'`,.'::•. ♦ �►♦ '.•: :•' • tom�`� ♦♦ c4 i ~_ �, �, ti♦ �► -�.♦yy,♦♦ , • „•+♦♦o,.o`♦o♦♦♦o +♦♦ Z SHEET & RELEASE ++o♦++o. `♦ ` -- ♦ ♦♦ ♦ �♦ ZONING CODE INFORMATION W , W L z } d 14+♦♦4' ;.•4+♦♦++� 13 .:.• .4.4+4'.44* ♦++°♦♦♦ �+♦o \, C.,) a ,--I - a w t �` S S to Si SS, �i �♦ ♦� ,� yr♦♦♦`�- JURISDiCTION: CITY OF TUALATIN d •¢ �1 �1 `�*♦♦r►V' ` \\\ •\ 9 { '�-`4O♦+;+0 ,` � v*►,.♦' O♦,� ♦ �', CIC rn I I I I I T • ♦ 4 44 \, :�*(, ,, A.. ,•;w'..•e , � T a� ° a ` I• y♦"�♦♦ +♦♦��• ��,+55 S '1 INDEX _ y 4 ZONE: R4.5 WITH CONDITIONAL APPROVAL a rn rn rn a� a. ♦��+, , \ Q ` 44 to i o♦ +4,%+. �4 f j♦ _ , FOR USE AS A RELIGIOUS INSTITUTION ▪ ; c0 1I x 44040♦+ - _ �4 Z'''.1" 4 *A° - _ y .�` 4 SO*04♦++ +o♦S4*,` E.♦*,4• , \ \ \ ,..'.0."" \ \ •CURRENT RELEASE - 4♦�+o "`� - 4 0; ktst41+ssk \. .. *AA♦ P.404+ AS4.4* 0( � t♦ ♦ � 1��.♦ ♦ +` t►` • '�! ♦� �'�_�`y�y ♦♦'� ` .ice SITE AREA - EXISTING: oOCURRENT RELEASE {NO CHANGES) - - I: ♦+-4-st►♦ �j�, �;�4 ♦ �♦ ♦ �+`_ + + �`' 1f.. .�►•� ` , % ALLOWED) n co kr-1 r� N PRIOR RELEASE / b + 1111110111101110111111114, 2 ss ` ♦♦ �♦ _ _� `♦ ♦ �♦ Y ��!<�t,` \ \\10 +'boa♦'► 'ritio+ �+y��woy�♦Q`+♦♦ . 6 4 r - '!444(1111,41,11111011101100: oo+ ♦i � �,�oy� COVERAGE: 29,516 SF, 49% (85 Q LL ) \ I',, ♦�*** V♦ *i♦� �r♦�i� i` �r - ♦i ` , +f► i � C ��.�:�t►♦ ` a 0♦ �► 0 ' �► v , LANDSCAPE: 30,797 SF, 51% (15% MIN. REQUIRED) \��\��\\ ~� COVER SHEET ` " �►♦+`+♦ ♦`+�++♦� ♦ + +� + +o+`�y ►♦moi +�a. +oy�oo �o ti> +♦♦+y ` TOTAL SITE AREA: 60,313 5F (1.41 AC) • • • + CS1 COVER SHEET 1 ++ ♦4+ ♦ ��+0o♦4C4"•4 +� ♦ +��i4 f►Q�.► I •� Y o♦♦y♦ti o ♦ +�o♦,,00+ ,/d� +�♦o ♦♦ ♦w .•�-.',-��,, o L. o • ffi • FLS1 FIRE AND LIFE SAFETY t= -,. >" > - BUILDING SETBACKS REQUIRED: ♦,` ++ ♦��0+`�01♦♦♦�` E STAIRS �♦ + ♦+ OFFICE: 20 FEET yt� F -r. 44S __----- _ +♦tr, **** w4;►, O t• VS �.t``�i , y`4 ' W o4+++♦+ -3-3-7-- `4♦ i *►v+♦♦♦` 1 •+,�♦++ +♦`♦ �,1...4* ,. COP W SIDE ® THROUGH LOTS: 15 FEET EROSION & SEDIMENT CONTROL ♦♦ .- y�_�.►� y♦ ♦iy1t� : , ,y,�yy♦`yO♦ +�..�� ■ �I1Go IMMI O 15 FEET \ \v �� :} ♦�i*♦y��►♦ rJ - - 1.•••••.- SIDE: • ESC1.0 EROSION & SEDIMENT CONTROL PLAN +♦ ♦♦ . �, r Z REAR: 15 FEET • ESC1,1 EROSION & SEDIMENT CONTROL DETAILS a 1� `♦ ►•.Q:' \ 1► (E) ROOF LINE (ABOVE) 474+� 4o44 4,1 �`� w r' t ori• •4+.4"4 N BUILDING HEIGHT LIMIT: 30 FT (18'-6"± FT PROVIDED) `� I �.fi�►� � � �i \ M �— `'\` ARCHITECTURAL I ,, '��1v♦�♦�i� ��, I AREA `moi*M. +�♦♦"`.Il.� Z N SOAPING MINIMUM: NONE • � a ,��► � ... �► '`♦ ��aw w4► =�• G♦ (N) LANDSCAPI OF ► / ►��.'>♦♦� a LAD D1,1 DEMOLITION PLAN Cr, i a►, +. I 1� ♦ , �►♦ Q ♦♦�O�`�I ��__ ---- `:: � WORK .6� �G 4, o • • • A1.1 FIRST FLOOR PLAN .tib♦ ♦♦ 4- I I (N) SITE STEPS • G4��V �►+ (f} IX f ♦ 40401 -I 1 �4Wi�� o% tel,._ Q PARKING - EXISTING: o • • • + A1.2 EXTERIOR STAIR & RAMP ENLARGED PLANS & DETAILS +� fjG♦+fjG♦G� (N) SIDEWALKa_ M TOTAL PROVIDED PARKING: EXISTING (NO CHANGE) �'� `+ +i w� 4+ fjG o • • • • A1.3 REFLECTED CEILING PLANS "� 4�►+yG++*1 I �>iv �`r.G+•�►♦Gr- c ct W p C o s • • A1.4 ROOF PLAN AND DETAILS \ , .` r......, ♦ 44•+1 '' •' . �- �'\ 1 fi�GrGO• 0:13 ` �►� 1 l``� Y Q” I- 0 • • • • A2.1 EXTERIOR ELEVATIONS 1; + i , •�,, r.it.. II i >♦iG i♦ ♦`1.! o , a • • • • A3.1 BUILDING / WALL SECTIONS, STOREFRONT TYPES & DETAILS r►+ +4; 'i ; I I N) ADA + i+♦♦♦ •• 1• ii�' ��♦ - -~ �J~ J ,.: > \ COMPLIANT RAMP • 44144♦4+♦�i 6 a a IZ U rCD • A3.2 BUILDING SECTION -- SHEET REMOVED 06/18/19a . 4� � , L._____Tff_i \ ♦ ` 4♦ _ \__.--. DE INFORMATION p • . • A4.1 DETAILS l•Q '�♦+++o♦i ; �_.-__. m \,, ► , %oo �'iio++ ♦ 1BUILDING CO • • +�♦o♦ 4 �� ;,.♦ 44♦♦♦+. ♦icec, o • a A5.1 INTERIOR FINISH PLAN -- SHEET REMOVED 06/18/19 I 4;►`4444�++044 o (� ` ° \ j'?♦"4 �+�,4�.4t4.s ��C s DESIGN CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) 1.\ ,.� 1�4,tj♦y4SS �, Y ':', , -C �. �r j♦yfj4�4y4+♦i�♦4♦� \ >I I I OCCUPANCY: A-3 / 1 L. 1444**0 ¢ ,'=:' --1 a.. �` .4 O♦�'♦ ♦�'+�.♦t'+♦♦ O 'f CONSTRUCTION TYPE: V-B (NDN-SPRINKLERED) M. \-\, STRUCTURAL �,*•�♦♦1�'i`♦4� e:.+~ y I .4; °\ �� _ v�'� ► �' ►♦�' �:♦♦•♦♦•�404�♦ `c 11.11.1 o • • • SO.1 GENERAL STRUCTURAL NOTES - •.. 1NA O♦i♦ - p ' I ''�` >fGj r►r`� ��` `"----a: �w4 �+4`♦4O♦♦+t►`►r�4♦4♦4�i , 4 0 Q BASIC ALLOWABLE BUILDING HEIGHT (TABLE 503) 40FT o • S1.1 FOUNDATION/FRAMING PLANS a 4�►1►4. ♦4+y4 ♦ .I ti:101":41; ,�► 44 ` `� `�♦ + ♦ y+4♦♦4y♦ Z • • S1:2 ROOF FRAMING PLAN SHEET REMOVED 06/18/19 �� ,,tl:. +' " 4 ♦ o♦ +♦ „__\\,, BUILDING MAXIMUM HEIGHT 35'-6" EXISTING `♦4,O♦++4 - \\�\\\� . , 4 4 ''I►+4t► 4 4fi 1:14:4t:ttifloito.r.4.st:+ttto*tstitit%tfos%!;!++4.iStos%ts!444♦♦y♦♦+t� '~~ +.�•y♦++ ♦ �'�v �`+4oy .♦y� ♦ "♦++o♦ o v♦o • • • S2.1 FOUNDATION PLAN t' fr i♦ ♦! : ♦ ► �i ► ♦♦ ♦♦ ♦ ♦♦ +♦ 4♦BASIC ALLOWABLE NUMBER OF STORIES (TABLE 503} 2 STORIES .�,fj4`♦y`4 <•.,. A. ` 4�, ♦4 ♦♦4 O♦,TORIES 1 h BASEMENT o • • • S2.2 FLOOR FRAMING DETAILS li ` ♦O`�� ':. * ,I *f ♦ +.4 ♦4 _44�+ 4 � G`t4j♦44`4 44�G4+ 101CPROPOSED NUMBER OF S , +4♦ .44 _, �►�O�►�iy+4♦�i♦ `i+=i,+ ��" �.t►++yy� �i♦ ` t�4�►�� 1/ a �/�� d♦ o Ci_ •�s�•� a+ ♦�. o♦+ o♦ le.1 n • • S3.1 ROOF FRAMING DETAILS -- SHEET REMOVED 06 18/19 1 ?.4 ♦ 1-4---e— - �} - r 4 - '� ;�V.►. .�..14 4♦ `w !♦ ♦ w4�. 4+ �O� y��. 1Filim 3 BASIC ALLOWABLE AREA PER STORY (TABLE 503) 9,000 SF • • 53.2 ROOF FRAMING DETAILS -- SHEET REMOVED 06/18/19 1 ' • .4► ;4 ++ J + +♦ ♦+ 4, +`♦♦+`e♦+ , ` �L +4 • '•• v- 4 . x+40♦+ +♦ 8 - a° **1.44N64+.44.4•44 4+ ++ ♦''+•�•�♦f �♦+ `�•♦+ :S:4!o�++_ `' v� r+ ��s o ,,,r' i +�♦I 1 • 53:3 TRUSS DETAILS --- SHEET REMOVED 06/18/19 �*�►i`�i44+��► / +, ��yy�ri�'�4O♦�,44i y4O♦y� ��`BUILDING AREA: 4►♦+�.♦�'♦�. / . ♦ iii ♦ ♦♦ o♦ 0♦I 0♦ 6♦ 0♦ �.zi tii 0 o♦+S BASEMENT: 7,357 SF • ° �0�♦4♦♦ ., ; a `,♦♦�0��,4+ �� ♦o�w��♦�yaoy♦♦+!��+o♦ ►♦o�++o+�i ��+♦��`��±+4`♦0 1ST FLOOR: 6.052 SF 1 `�!i�.♦4�O�; �.�='+yyyy .ly;+ r., �`�+4i�.♦ t. ♦♦� ♦ ♦t'♦ �.♦d�►�►♦ ►♦♦ ♦*A* ••t.? � : . �:�+40♦�♦0 .. ♦+�o+ o�♦71,704 �♦+�♦♦�►+��♦�o:._+ o4++�z+♦♦�o+ �+0♦♦+*40+�:`��♦o♦o�o♦��°♦';40`4+0`�_ , TOTAL BUILDING AREA. 13,409 SF l ` 1- �� DEFERRED SUBMITTALS II a COVER SHEET AND TABLE PLAN 601 5 V-B - 0 EXTERIOR WALL RATING MECHANICAL, ELECTRICAL AND PLUMBING BY SEPARATE PERMIT. AZTM TABLE 602 1 X < 10' V-B 1 HR MINIMUM RATING #e SITE PLAN CITY OF TIGARD a X > 10' V-B 0 HR MINIMUM RATING 1" = 20' Approved by Planning JOB NO. 180140.01 Date: 16'� 0 2019 ODA, P.C./CIDA AU. RIGHTS RESERVED Initials. Y-- a 0 u a w __ ___ _ _ ,. JO.I • _ — — _ r l► ,, -- ' n PLAN LEGEND 04 CLASSROOM ''- OFFICE— ROOM FUNCTION �" . 207 SF V CLASSROOM N ,i1 0 occUPANCY LOAD FACTOR e-re A 1/20 • `` N N127 OCC �' OR ■ 160 SF TOTAL OCCUPANTS CLASSROOM 10 occ EXIT CLASSROOM 1 1/20 \ VA 11306 t� (E) E 261 SF / / I 437 SF \ I 1/20 I 81 occ ` ` \ (E) EXISTING OF �,• 1/20 L 13 OCC // /� I 22 OCC ` ` INDICATES EXIT TRAVEL DISTANCE (E.T.D.) / \ \<-„, / i 1 MI INDICATES EGRESS PATH OF TRAVEL / \ ILLUMINATED EXIT SIGNAGE / / CLASSROOM ♦ \ \ / � , \ ® ILLUMINATED EXIT SIGNAGE WITH / I 373 SF \ DIRECTIONAL ARROW CLASSROOM \ iiCLASSROOM // I 1/20 (E) CLASSROOM \ 523 SF I 521 SF 119 OCC I 437 SF 1/20 I 1/20 7 1 1/20 \ 41 <1 26 OCC 126 OCC / i 122 OCC 1r41 , L air • a I�1R� exir 1cc z°00� IZo "' m-eL iI SANCTUARY • j W ri. I • PLAY - 1 2,268 SF 1 0 n 00 LO 00 I 1,968 SF I FIXED CLASSROOM ! o M 1/50 1 \ 164 OCC vt CO CO Qfp I 409 SF D 0 0 0 0 0 0 I 40 OCC CLASSROOM 0 • I 1/2o !I N N "' 521 SF 120 OCC 1/20 26 OCCJj (E) EXIT \ ® 0• 0 1 0 �• ' • / / \ lk . • / o T.R. . • I DAY CARE \ - \ . ' / \ � T.R. i / 261 SF 1/35 \ ` --- --- 7 OFFICE , / T.R. • 152 SF ITCHEN 9 OCC \ \ . • ' 1 1/900 I 261 SF HALLWAY . • • • I 2 OCC // nil I 1/100 \ ` • . ' • 3 OCC HALLWAY OFFICE // E611 / .4, EXIT \N N :o I 152 SF // o I 1/100 ARCHITECTURE T.R. ao• CsJ 0. o I 2 OCC I) • `, I • 3 I / ENGINEERING _ 1- ¢ PLANNING -1 i •LJJ: [r X INTERIORS IIIIi y U' ST AL . STAIR QN1 15895 SW 72ND AVE SUITE 200 OFFICE 5T-1 ( _ ENTRY • ® PORTLAND. OREGON 97224 192 SE , . I I 471 SF - I 1/100 _ . .� ` -� ! � I 1/15 , TEL : 5 0 3 . 2 2 6 . 1 285 FAX : 5 0 3 . 2 2 6 . 1 6 7 0 7 I 2 OCC ELECTRICAL ■ (E) EXIT (E) EXIT II - I 32 OCC Www c I D A I N c c 0 M 002 I I I. II 11----11 I. II 11----41 1!----11 11----I1 1--) i STORAGE 414 SF STORAGE L _ _ J = 1/300 I 990 SF 64 OCC (0) 2 OCC I 1/300 I 4 OCC Cr r A iii „t ave ti p t.- ��4 4.4. - t • %.7 me- 4 INFILL PER �`■ �� ,� .t \, ;4 ,I STRUCTURAL Q►r it Iliii t+ttii,_ 'ti % is W >. 1-- .--1 tt 1441% 1.1. fol, LL.,--1 ii. < z 4 a 4 a 4 v 4 a WZ 1— a d 4 4 d d o c 4 d . 4 °4 a a 4 1..LN L� 4.. do a c 4 4 d q a 4 4 d A444 d 44 4 .4_ Q M \II 0 9 .4 4 4 d 4 a - Q µ 4 . ..4 n a-. - IC w CL W 0 Q 0 CD NORTM EXITING PLAN — BASEMENT NORTM 2 EXITING PLAN — MAIN FLOOR PLAN Z>.- 0 V 2 111114) W 1/8" = 1'-0" Al. 1/8" = 9'-0" E 1111.11.1a c N >- I- zO, N O CCN C FM. 01 N J L_ O O 0 Q U , m FIRE LIFE SAFETY PLANS T :,.• 3O FLS1 V 4 co JOB NO. 180140.01 o ©2019 CIOA, P.c./CIW AL RIGHTS RESERVED w . , 1_ _ , , . . ki .._.., 4, ,,,..„.,, . , . ,., . . , . . ,. . .. ,* .1,.,... . 44./44:4+44:4:.. . ...4t.. . 464:440+.4044titottous444.44.404404,44,.*:44:itss:....... s., ..„..4.41;404;vsatio. ,..„44.., .. 40. .. st\-40-Stst***41:*fr..44:441444 . 11111111111111111111111 . 1 . '***>( Vio 41"444"..444 %%SS ' • VI* SIONVIlo&140, At" • A • ' ‘ ' • - • . . . 440, • - . -444 • - • * . 4t" • • 4" . .S. . AlOkoss: • litv . SS • 8 - - NS% . - . ''''' " '44t. :. • 4 S . '' . . SS . . • ' . . - • • • • ' • • %.• •- .• • : . *44 . 4.44"40:' . ' : •• . ****441.4%. W .4014444‘8, ,41kiierto. ' \'‘ '8.4 kefr*+trtSltfrS S41*4**4*It.I 4 44140***+44 4.4.4*IS 8414 At1+8 4 4•444frIt44*i4$tit'A Vto • -'• . - ..-- . • St . 4k.*Vtte SS -8++- 4 tot.k • •44.4*4 - ' - ' \ I 71-' ' 1 '"'"' - 447-.‘4.4140140884444+44.444440* 44AS444.444%.44844.414•441toisSitt. 4404444,s44". 4404,44441444,4*****44$1/4414.*****‘-- .....,j,. 6' -:,, :;•..,.:...•.1.• :_-,,,,..44.412.4%**4„ . 44tiito. 44*.+Istosslte. ........,,it: ,., „.•,... 4444.t. . .. ill\ . .,.<..:*:.\*A.:041:•...i.":":. tp.„...":4111:...."440:...44:. ...:...,',.::T- ' -ti-il:---- -- . ' . _ .1 \ 1/ . s. : '''?+4 S444***1+,t,44t444gLt•Aii**tttt+S S41444.14X1,V4%404***S•440Y4P+44 S•4440414tOt ' .. - ./ .. ..*04444 14 44***444 tkit.+44* --'--- . '''''''- ., . .4%.;,. '\. .'. . '' . '. 44P.1"r We* '1 r 44#W *I r. '.r. . . itt"44t04%.044.4 0.44*Sit S 10444 4‘444+ eft"illitibiAtt*ASI4U4408 44401A It P VIO .1 I r 1404V1kr+8 Sibfr . .''' CSI .'.t.. + - k ' '' . ' 4** . 11‘44"44,t. *40‘ . .S. 44.1 4"Vib . -T. ' %SS S . 4 e . , . ' .VII . - - .4*. 4#416.44i AL, . • ,_,A-.& - - 4,„,, _i.. 444%. . Ajkok,M641,04L. . afikASALAi,. .. ,. ..,& . • . 1 i a - .„..../44104pritimowirctoiw :Tow**. Nr ... \4-,.41,84114844804444.44‘1414.4# '' '4440646.4**444%**44%.44, ,,,, . 1 _4 1 N.:"404+4440*1 4.4'I* . .440.4"ON 11 i !. '‘, - . t _ / � � : '1 i1 \\' . 1 1 i Y *"vs4tSiao*Ws,s4tS-ss.. . •' '.\*I 0‘ SS Aio.I t, A 6,4 I IL.. .., ttl , I ' � } f `' , STRAW WATTLE ''."*. .:1%,41118,. , ' . -'' . .. '''' :'/'.*********4444 -.. .''-k -- -.-. - .Th' : ••'''.47. °8441kk . ...41‘14V % r� . • , IV II k iLl 11010"040� �• `i # • r r ♦ •'fes'• ♦ • • • - 1 = - 4Li41444444 1IYPE 4 INLET -� ‘• • SS. '-riH /'- •• • • • • V ! ttt 1 i PROTECTION CATCH . '. .. •'. • • _x:.440.4::',4441:4:44i.;''.4,': . \N_ ., , _T3s (/ . r r4 • r ♦ i • • ' • • ♦ r ♦ s ♦ .' • ♦• 1 '1 BASIN) PER DRAWING ••. ' ›` e �r - - °t - )' N0. 915 w/CATC +.'''*'* ••.•# r• . 8 . * 1 w .....44ktyl:%.:\:;.;.'-‘' ! _ ' f' ,:__1-.-1.:...,.,1:\.:,.. ...... � tie.%44 4401BASININSERT TYPE5 .'. 41* r��, PERDRAWINGNo. 924 # .•.•.♦ J : lb401ir. .468-is. : LO - . \ ' ' '4' 1:. - - r''.. IV* SW%iiiii:'...,..,:\1.;.........s..*.•40:',-.'\'.44:k-44:4„.. VIUN -1--‘• ' < .**4410V ''. *44.44184414444%* ' w tyt ;: t+- 41414.40414014+1111::.\.:,. Dr.a til ' ck . i . I At"'. . . ' \VI ► f • # •f \ 440).4+1°M44.444‘.. - i Ii'''.:':':,416*- a ' • l '. ..rte '::6:.:' ..4 4 4*********44,44 ts,4 \ * .. .*:\:7::: .::::....„,::::.::,.. ..:...*** ► • • i �r f-- - . • \I, . . . . . .. : . .. r 4:s:.4tib:+:40::... ,. . , ,.... , ',„ ..::.:.:.*: i ja_ ''': :: 1 .:4476,444114e ' ../\ 'A': •..44ih... .**4004t4 •'\:- -- ---' ,,,,,,,, ,,, :.-x.41*.:t .'4:44 4:1‘,w444,41t4 t. .".. Sit pS4 Ili 4 s. . 84 S+S*,'. ..i:e:4•8 tAlfr%***0 4014 git**Si I ik 110, . • 001 '' 1 "*IV 40."tAtt40414P: it .:.::':':':*:4.%'''. 's . . I°� aa'.`y ....'‘::::444:!4:44:417::: \ is 9 . . -:-...•:•:•:• :. :,..„ ,,,,,4,AAtoividothiA, itii:#446411k6141 Ak .''Y SINFIV4 er1 - 40k 1 �� _ : ay " - ( � T .1._ L V, , • • • • • • ♦ iiAii049' ********IINSSOINVIIV"IL 't ( Y Ii ' I dt . .• 44110 ''.- -----_____ a'- ' - 4 :'''. . ' -''s ''' - .f-\:' '''.. Skt‘4*44414' \ ' - 4 4 : •••.: . •X ''' Si .-41.414844"14441444.4S4Vk i• SiKitm*** A. \ •-• 4' • ' '''' ' . . 440004A4S444.4*r* ALI • . - ' . ' . ' s. .''' .'fr ' . ' . • .. St . ... .. \ 4*44161‘; . .. . \ ' 41 4 .. '. ' - \• -.• .-S44*SS +4411114 444.4141tV: '°,I ' - +04 II : -4 "• ' <;\\'' '-', i v4 84.._\ . T' '.4* **44.*Sit"84SASS* " ' ' ' .<' ' '''."--.'H. ' '..*S4/4* ..:.** *". . . . I 1,,, , .,-04itoreAu,.. , J 1 '. . )+44**'4 --- : -- ter- 4‘, . r�r „, •-,-' ' .14"."Ve****44-10*tot. 44, 1 . -4 .'-- ______------ .4184k44 8 ,twittr.:. , , SITE EEIv[CE DURING 11141tittitt `�� :lb': +116*T1 4+ � ,• Li . . ...... .: ' '' � • � 44* CONSTRUCTION _!�a �. 44_ A�. �� ,� � �441*4* i `"�'6'� ' ,�. tio.% \\,� i - . . 4' . • 1 !,.44000-sirg - ,t+. i w .44:44 f ♦ , ARCHiTE CTURE 44.4441 / �,. ENGINEERING - ''' • ' ',SS* ' ii. 40i. * ! . • Q \ `� ` 444k �i ��li, • UPLANNING ' �•' ► Q a . a © c c o ■ '' < • .s �. 6* �' . . **844.444 1.1 irTERlo � s \ I ' ----- _ �..� SILT FIrNCE � � ,,� � \ . 44*4.4440%** . 1 _. - ._1._3....7..__.„...7: _ _ * 7. - �u�ir,. -,c 414:4SAPPV . ,�sa� sw �2»o Av>r sults zoo ! 1 � ' � -., _�� w..r� 1 x_ s� r _ F a �� POR :A.N5D: . QECON 7078241 �, �4414 ' WATTLES R ,,�.'i7 � � � '= r •. ". ` �� , � • � `` +440444 =� ''�Il� '� p: � L 001. 3 22 6 . 5tt = __ I , ` ` � FAXQ322 84 9114448+H;' �J�F ��JJt ,, �► � • - II '� JJ . � , �� W W i D3: :: A ! N C YA -."441 61/0:(.444t4W*4 '1 -j % -\ &I'' \\ li ' ' , , . , _ , . :S • 4" ... \' ' , . 1 ' .. . 7 , . .'" \ \\\ '‘.4%* :.. 0 \N : It . . I's .AALA.,14%; 8-44,..&...::.... • ' /N d .!-'\, - \ � //ray`rr/faf�/�r�arr r 1 j 4 liS 1041"40• . 1011 IC STA�f �,G AREA a# • 4 AREA ) - I I � Bo-FILTER BAG _ _- - - -.� ___ ._ _ '� - OF ,06,- . . CC ` . 44048•44. � --�- �� . :::": ,;-: *::1;1011:14144.4:48.11.44111 , � \ 7/10•44% : COVER PAVEMENT WTH all. : 4 �'` c'' ABSORBENT MATING BY PIG �' I . . - y a r 440444+.;. . / MAT23o, 30" ROLLS - 4 . ... "4"... . .. .401tPti• I ' . :A4k$4.. ..:". Y 0 n ? -�-q�� - g LI-J \ '' ' / : 11448411.11t..:' ' A. ****** : _11_ AA*. -,c,. ....-:• • • 4 I 4, : * 7 i - , I itiA4 *****44#114‘.4 4 4 1 \ ....+:40%.44 ..s.s., ipoL, :,a .'. 6 \AK***44441 S I ` \ " . .>' 46.44.44' . ‘ . 4 ' ''... .. ''F. Si: . ' . " :. 4 rill , tAss*t44t4 14044‘ a W Q Z liE1149 .;,. :',.', ihopp.N44041110,4040404. . .',, .. ------- ' *- ' • .4.1 * .. 1 %. '.; SS*4+411kAAA, . L2 - 1 397- Si r ' l'Ati#44...‘ -' a 11 ::�._._ a.ii�aerseu `` 44 W LI:j ZEMI.M.111.11>. r 2 D ,._.. 0 .4#. .4144***9 IP* * . . : M A 6 1 SS ' .-- --- --- a-, ..1- .'' :-. I 1 L _,:\ ,‹ ., it i / 4.,7414.448.10t4401440% • 0'. ' . // s'S. .. . IP" .. 8 .114,10, 8... = ic; M < • ' -.- ..4kssv, 10 c, 4 6 " \ \ , 4**: 4444 4.44444 .i 4+44 . . 0 0 ..441: • ' • ' C4'. ' . ' C.) D I •: .' ''4 'It I ,,'-"1/4--AN = ; 0 cS)) ,=-- 0 _ P. il -- . ......a-..-•-•-.•ar7 II ,, siih, Ai._ is , - Z 0 1-- .1.--ini % %.%- ___,_ „„,--:4,4 4;.1„. ,,,1.4.0...•,ti' -..411,t4t:s4 04 i 0 0,4 4 4:4 s. ,iss•sits.Iti t„..t 4:8 I ti.,0.4 itt.4:+4 4:4 04 k:t4t4 044*1:10.%l's4\i 4::.:..: . . _ w I _ 1:' fklik . 1 :,-4.-... , , ',. 1 .tt cin ! \ • 4--. . 184.1441"11 • -4- , : • ' \ :. - >%>'' .7' ':'1 4.*****Ifr***1 t �, ter. ..1 t7*I.' •.• •• • ***i 1 4 4441*S . tit4fr \OS . ' = Z i .1 . <‘ ''" ...-" ;.7 . 1"--: -- ****44.44**49.41itt+.44 ,40 4% . • >" gr° I A .-' , I s i • . • :At.% ' A1). \'1- ' ...'' .' ' ' 'i* •-•-- ' . -- ''--7 ."4 441 410 4 4 ti..**44tti 14::*.t0 1 ti*S Ina. ''‘ti.441r..- • ': . 0: . ...NO" '.. '1171A,41111v ''' .4441044110A • IS SS*' ' • Atitikik '-tOrit-* 1 I. *. - •'' .1.. • .4 - . ' a 1 � ' 4' 14."1. II .� - CONCRETE WASHOUT ' 444‘4t" .441°S. > '.''' '. ...- '.'1> - _ k . . / . . - ,1-. I: '. .._46_1108%,440i . .. . - I '� > " - 4 '4****440 '''' S . ' . ' . INAS** . Si .' _ *WU"titpi �-• 1. �� PER DRAWING No. 900 ' 41004‘,41‘Vikk ' Si' 4•41*** ><> I , , 441t4 . . ,. i , , sibfr ss sito lk44 1.:- : ' ''. '. - '' ./-. '''' *" .. - - i 044014.444S' '7;- ' %.. . . S . ' .. • . " . . . '•1 .. ''' ' 'of ' 8 ' 1 Fr riw"1.414.4.1:4$441t - ° ->>714;.: .4***:0410***4)4 , __.,:,1,.._:i‘?:3::. j ul ' . '''. '. :..iSikt**1 - � �.-• �,_ � 7.1: :' i I 1 _ - \\- 1 -if . /I - . - - .\\2441441014,4410 L _ -. r t ; � 4 ..o'er:•- %44%4•14 ':: I: At** >,'':*4, # • :• . 4.t.S*4+44,4+4411+::::>. 7-' ':>/*:\-': :44 4044 • 111014100 Alt•ttitd‘4eAtlAr .. l. • • .• 11148414•440 8 /-- - - - . . - 7 ,,, !I. � �- ■ �'�:: �' ' �' � � ' '�► � � , � 4040..y. , : .,,,,. _. R •� ' NOTES li I � _ CkHjiii....-. . � .11 -� / ■.: WATTLES • e * • SS 4441t4 iitio4440, 4‘ . • ito ,!+444.44 - ..*" . Si . : . : . . : .. ..- '---,. ESCLO 11 . . ' \ 1 ° ,• R' ' � 4 ', �J , *la STANDARD EROSIONEROSIO &SEE ESC1 1 FOR■ �` i' S .� ''' ' **4 CONTROLDETAILS. SEDIMENTONTROL U ! � :IN .;., � � 4.*S• **"SS II:.. ..S. .i_. . = � - -^- 044******\ . �`�.�>, PIAN IS .4', .. ',:**".. .. . . 441*: ,,,. .. 444:.::".i....• ': -"4"1":+. .- ' ' 4144"*.:+• 'S'''' '- 4111*\ • 1 EROSION & SEDIMENT CONTROL PLAN J0� NO 18O O.O1 a 1 . . \ ' ' ` t-- 1 t • Q4! 2P [ pa Au Rmw ` "�, , �1 ,1 . , , , . 1 i � \•` \ �""4 . • _ 0'TQn ,. . ''� . NOTE: - - - 1. WHEN RAINFALL AND RUNOFF OCCURS,A KNOWLEDGEABLE AND EXPERIENCED PERSON IN THE PRINCIPLES,PRACTICES, INSTALLATION,AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE MUST PROVIDE DAILY EXISTING GRADE MAY BE USEDO SHORT TERM _ - NC}7E5; INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS. W/ UTILITY WORK AND W/ 3' BY 3' MIN AT PHASING OF DEVELOPMENT '::ti�=; ;:+w=ii: 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH 1 WASHOUT FACILITIES SHALL BE BOTTOM OF MAINTAINED TO PROVIDE ADEQUATE �_. - � "'_"'" MAY 31ST EACH YEAR. I�_ir-11,IIl III11 =Illii !ilii-= WASHOUT TO --.--- trzmit HOLDING CAPACITY WITH A MINIMUM ,. ,.,,, ._,,. CONTAIN __ : 3. DURING WET WEATHER PERIOD,TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY. FREEBOARD OF 12 INCHES. A CONCRETE A - tutii>t'„eii 1{u• 3hE ', Imo 3,tIS.r: 4, SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL mo1.1esre + T NIIIi lmIC 1= REBAR FOR BAG REMOVAL 2. WASHOUT FACILITIES MUST BE 1 I�., �, }�t ;- r� .- I! .tti II r FLAW ... .nqr., ...ri= rr�n iraill,II Iii I '�firiiit1��'ili TIMES DURING CONSTRUCTION.THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF CLEANED, QR NEW FACILITIES MUST ► ' r► ► • �Z� jIinsini t�k, ',MOW' AGM llm'II. EXPOSED SOIL IS ESTABLISHED. BE CONSTRUCTED AND READY FOR - II�'''+'•" '-1'`- `' �`"• X11' IR111) aist'ue}te, y, • , ;colitis' r1llll voi 1illili mi �ifi..4/410(p a Iet 1111 rd: ossco say. �, MAN �E USE ONCE THE WASHOUT IS 75% (H r;�r 4 t .::x oThiltlIi o. �, t II;;N 1iiui�,r +r.u■,tse�ns; CATCH BASIN ORATE 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION.UNLESS { - I1'I�' OTHERWISE APPROVED,A SURFACE MOUNTED AND ATTACHABLE,U SHAPED FILTER BAG f5 REQUIRED FOR ALL CURB INLET CATCH FULL. II(I 1 111100., i�w�i��i�er�.�, \ 't e11►. Ii Illi , r nWI :,9, ..,� ,_: BASINS. = „_ -;;' ��"! 1110IH0 It,llllf! 3. IF THE WASHOUT IS NEARING �apr kr ti!=;+e ,!Y.ier_.-or nl •a=n., i i Ili s 6. SIGNIFICANT AMOUNTS OF SEDIMENT THAT LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE CAPACITY, VACUUM AND DISPOSE II II-ter ��.��N� •� .� " 'Y" s' SITE AND STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASEOF THE WASTE MATERIAL IN AN = - - � 4 MUST BE FOUND AND PREVENTED FROM I-- I�•�t.,.,..I�Il,i�ar ,�:.._......:== -„� '- � � --\?, _.. i+.•.-.•.....1-..E:ice.r a -�' ~ a `""s+w•� j1, CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS.ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE APPROVED MANNER. III i II= a 4 ��xr j� I 1 ` _ 1 PREFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIME FRAME. `"""` *+" ��r -` ""` CATCH BASF � •• 4. TEMPORARY CONCRETE WASHOUT I= I ...11.--.v.----,---------1-:� Iff�(..c.11��1 !I-M. ' - �#f AREA DRAIN •_ 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS,DRAINAGE WAYS,OR WATER BODIES. FACILITIES SHALL BE LOCATED A - � .w:4 - rte, yd• <Tr�3 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 1/3-RD THE MINIMUM OF 50 FT FROM SENSITIVE . Y BARRIER HEIGHT AND PRIOR TO THE CONTROL MEASURES REMOVAL. AREAS INCLUDING OPEN DRAINAGE 9' BY 9' MIN TO �-- FACILITIES AND WATERSOURSES. CONTAIN CONCRETE CATCH BASIN EXPANSION RESTRAINT 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY 50% 5. CONCRETE WASHOUT FACILITIES ::;,. " � AND AT COMPLETION OF PROJECT, PLAN ;i,a.;e:T,. SHALL BE CONSTRUCTED AND NOT TO SCALE :is�ans'NitI '� 4 lammr`-� 4� tt ILII u,,O •F . 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE,APPLICATION,AND DISPOSAL. MAINTAINED IN SUFFICIENT FLOW 's iti.lttsli; r s f• 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES,USED OILS,CONTAMINATED SOILS,CONCRETE WASTE,SANITARY QUANTITY AND SIZE TO CONTAIN 1- iticirit!lit' i.. • WASTE,LIQUID WASTE,OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. ALL LIQUID AND CONCRETE WASTE PLYWOOD I C- ,71tltii1eens , GENERATED BY WASHOUT CONCRET 48" BY 24" I' - �i41411101 , 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS. OPERATIONS. WASHOUT I • -,.,:i 4 t ,= u,l PAINTED WHITE •. , .... ,,: NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE FERTILIZERS SHOULD BE USED AND AREA �` -mina�; STORM PIPE ' , BLACK LETTERS c allu*1et1r ° •, . L'lJ CARE SHOULD BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. 6. INSTALL CONCRETE WASHOUT SIGN - {��se�rsr WITHIN 30 FEET OF TEMPORARY 6" HEIGHT • t ec#rrnwve I ;v �flrlftivir FLOW " y. _ .A 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND CONCRETE WASHOUT FACILITY. 72" -- , ?Moil. ;' 3b" Q i A1IlIil13,i111`' ,a • w SEDIMENT CONTROL MEASURES,IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE,AND FEDERAL il 1 41111�tt illi. I A . , , a , . - m , N • ' REGULATIONS. 7. TEMPORARY CONCRETE WASHOUTSK. -J ,.. I i �:,. _, �, ,. k • i A . ; ¢ MAY BE A PREFABRICATEDt , i�, e _ .. 14.PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BOUNDARIES OF THE CLEARING LIMITS,VEGETATED BUFFERS,AND ANY SENSITIVE I 1 : s� ; y' -" tii'stuiet�M,, CONTAINER THAT IS PORTABLE AND 4 : AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD.UNLESS OTHERWISE APPROVED,NO DISTURBANCE IS REUSABLE. CONCRETE WASHOUT SfGN tmilJlEtl1# PERMITTED BEYOND THE CLEARING LIMITS.THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE DETAIL iiiiiiirturliti !PROJECT. NOTE:VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. (OREQUIVALENT) DiTCH INLETP EAN VIEW !d C4NOTTOSCALEr.. . 15.PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BAPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE, n;,,;e,ls;p;; PERIMETER SEDIMENT CONTROL,AND INLET PROTECTION.THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. EXCAVATEDEMRIAL 3"-6" ROCK WITH A ::::: F WOVEN LTEN 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST;THE TYPE AND PERCENTAGES 1' MIN AY BE USED FOR MINIMUM 8" DEPTH 6" overlap of bogs. FILTER SACK O o OF SEED 1N THE MIX AREAS IDENTIFIED ON THE PLANS OR A5 SPECIFIED BY THE DESIGN ENGINEER. PERIMETER BERM NOTES: N 17.WATERTIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE,AN APPROVED EQUIVALENT �--- 1 . ADDITIONAL MEASURES MUST BE IS TO DRAIN THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS;SOIL MUST BE DRAINED SUFFICIENTLY FORL CONSIDERED DEPENDING ON SOIL TYPES. MINIMAL SPILLAGE, -'t2% SLOPE CATCH BASIN INSERT 18. ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA,AND • • • " • ` 2. BIO-FILTER BAGS SHOULD BE I' MIN -..._:.:_:_:::_.:._:_:_:;:::::e' :. THROUGH A SEDIMENT CONTROL BMP(I.E. FILTER BALI. r .40- E; ___IIt�jr .� _ _ _ I f 1F 1 ,'=11---It ilF (I 1" 1 !� I1=If-111 19, THE ESC PLAN MUST BE KEPT ONSITE.ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT I I t -I =I I ""}f-`.l > 2' MIN •'+ III I . ' . 1 N mowli= ' STAKED WHERE APPLICABLE USING (2) S`ptk1`� )?% SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM,ROADWAY,OR OTHER PROPERTIES. II-I '.,,_; 3_..=��,.�E=r1=1'--,if-i .I 17-; II,`,, ...,I,,,,,, i 1 x2 WOODEN STAKES OR APPROVED � ,, 20.THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS,DURING THE " EQUAL PER BAG. NATE_ �� ,6�y c�1 CONSTRUCTION PERIOD,THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. FOR FURTHER INFORMATION 1 . RECESSED CURB INLET CATCH BASINS FOR FURTHER INF❑RMATION � � sn �'`: � � � K1 21.WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST. 3-wan . WHEN USING 30" BIO-BAGS TO ON DESIGN CRITERIA SEE +A' Q '��3' BY 3' MIN TO ON DESIGN CRITERIA SEE 'i 8,... 22.1N AREAS SUBJECT TO WIND EROSION,APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER PROTECT A CATCH BASIN YOU MUST MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER � CONTAIN CONCRETE EXISTING GRADE CHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTION FABRIC INLET SACKS. SIZE OF FILTER SERVICES EROSION PREVENTION <i •% SPRAYING,PLASTIC SHEETING,MULCHING,OR OTHER APPROVED MEASURES. HAVE 4 BAGS AND THEY SHALL 8E 23.ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. SECTION A--•A OVERLAPPED BY 6". AND SEDIMENT CONTROL FABRIC INLET SACKS TO BE DETERMINED AND SEDIMENT CONTROL <9P NOT TO SCALE PLANNING AND DESIGN MANUAL. BY MANUFACTURER. PLANNING AND DESIGN MANUAL. °# STANDARD EROSION CONTROL CONCRETE WASHOUT . SwF NOTES FOR SITES LESS THAN 1 INLET PROTECTION INLET PROTECTION C1eanWater Services C1eanWater Services CleanWater-NiP-- 114 . DRAWING NO. 945 ACRE REVISED 1.4- DRAWING No. 900 REVISED ,2 ,6 TYPE 4 TYPE 5 G�eanWat�er Services DRAWING NO. 915 REVISED 2-16 DRAWING NO. 920 REVISED 12-16 .. - ARCHITECTURE U ENGINEERING PLANNING INTERIORS 15995 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 TEL : 5 0 3 . 2 2 8 . 1 2 8 5 FAX : 5 0 3 . 2 2 8 . 1 8 7 0 W WW . C I D A I N C . C O M 5 c..) ES LIEJ )01MI > 8 !um= 1..._ w z` a w c. E d Q t ai O IX )- 0 m E g 0 o -4 it 1 >111 Elm8 1 z ICC "mum g g 8 E EROSION & o SEDIMENT CONTROL DETAILS r- 6. ESC1.1 .o ir JOB NO. 180140.01 al Q 2019 OM P.C./t 14 AL RIM RESERVED _ _ - _ _ „Di 4 4 4 LEGEND e-4-'67 /, F.O.F. FACE OF FINISH • F.O.S. FACE OF STUD pgRrk / `NN\\\ // / CENTERLINE TYP. TYPICAL 11/ ` ` \ __- DEMOLISH EXISTING / / \ / / / \ // / \ \\ \ / \ 7 \ GENERAL NOTES 4 4, 1 1 L 1 1. APPLICABLE CODES: ALL WORK SHALL BE IN CONFORMANCE WITH ALL "' z / 1 cn z 1 FEDERAL, STATE, AND LOCAL CODES. SPECIFICATIONS AND STANDARDS 1 SHALL MEAN, AND ARE INTENDED TO BE, THE LATEST EDITION, AMENDMENT w '��' ' - \\I OR REVISION OF SUCH REFERENCE STANDARD IN EFFECT AS OF THE DATE 3 a- 1 OF THE CONTRACT DOCUMENTS. z x (E) ROOF STEEPLE z TO BE REMOVED 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTION. Z Q J �' o m m >4 a f f\ 3. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED I i 1 i 1 CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT { 1 ALL TIMES. 1-- o •- n 00 Ln CO 1\ 4. CONTRACTOR TO COORDINATE REQUIREMENTS FOR MATERIAL AND FIXTURE o SALVAGE AND REUSE WITH OWNER. w 0 0 0 0 CO a In f 5. THE CONTRACTOR SHALL COMPLY WITH ORS 757.541 TO 757.571 REQUIRING - `~ ' `� f f NOTIFICATION OF INTENDED EXCAVATION TO UTILITY PROVIDERS. 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES 1 1 ) SUCH AS GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM M o VAULT LOCATIONS WITH ENGINEER. EXISTING TO —\., 1 REMAIN / 7. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED / OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT \ \ o , REQUIRED INTERVALS. 24-HOUR NOTICE IS REQUIRED. \ \ /N / / 8. EXISTING CONDITIONS BASED ON TOPOGRAPHIC BOUNDARY AND UTILITY \ / SURVEY PREPARED BY EMER1O DESIGN DATED JULY, 21 2017. \ ' / \ / 9. FINISH GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT IN 10 FT OF THE \ 1//'‘ / // GRADES SHOWN AT SUBGRADE AND TO WITHIN 0.03 FT IN 10 FT AT FINISH GRADE. ,/ g \ \ / \ `I Nilliiir // EXITO N. \ `� I �, / ar // 8 ARCHITECTURE REMAIN \ `, r \ ENGINEERING U . I DEMO (E) WINDOW AND _ PLANNING I CONCRETE WALL BELOW WINDOW _ INTERIORS I 15995 SW 72ND AVE SUITE 200 DEMO (E) RAILING PORTLAND, OREGON 97224 TEL : 5 0 3 . 2 2 6 . 1 2 8 5 I • FAX 5 0 3 2 2 6 1 6 7 0 ■ W W W . C 1 0 A I N C . C O M • • • °Ii • -'-F I 4===�/I -Er g j---..)=— DEMO (E) DOOR II II T .I •II--II �� 1: • ■ /DEMO (E) BASEMENT ROOF Cm) DEMO (E) WALL AND DOOR DEMO (E) RAMP CC-r AND RAILING • DEMO (E) BASEMENT • A 'YC . ROOF AND PARTIAL Y ! DEMO (E) WALL DEMO (E) RAILING, TYP. I BASEMENT �, _ (SEE STRUCTURAL 3: 1 NI • DRAWINGS) DEMO (E) STAIRS ■ (Iii) ■ AND RAILING iY E, >. L .-J DEMO (E) • n. • (E) CONC. BASEMENT WALL SIDEWALK •� Q z -CUT DOWN TO 6" BELOW EXTERIOR GRADE _.4_ ! � o !0 3 4 4 4 4 4 - a - w Z v / w -CORE DRILL 2" HOLES ® 6' O.C. TO I 4 . 4 4 E 4 4- 4 • c 4 c _ .. 9 44 - '.d q 4 c 4 v - RELIEVE HYDROSTATIC PRESSURE �44 • 4 4 41 t, � d4 j_ 4,_. - - Q 4. 4' 4 4 4 . . - '� C. a 4 4 b.. • 0 a I 4 4 4 • 4 4 4 4 �] Z 4 I . 4 4 a 4 d. d 4 4 ° d _ M I� V) ix—o_ Mix w C) Q NORTH NORTH ›- 0 CI 4. 1 BASEMENT FLOOR DEMOLITION PLAN 2 MAIN FLOOR DEMOLITION PLAN D1.1 1/8" - 1'-o" D1.1 1/8" - 1'-0" WU %2 >" III Z N O N S CC a, I- I U t U J U DEMOLITION PLANS T M D1.1 a JOB NO. 180140.01 0 i GJ 0 2019 co, P.C./0M ALL RIGHTS RESERVED _ — � f -.•-' ---, e) ---�_ — _, LEGEND s` --- ' 101 ROOM NUMBER / N 101-A DOOR NUMBER P°94141 ORTIO OR Gre • /Or `� OX RECITE NUMBER 1106 Ott / ` \ SEE A5.1 FOR SCHEDULE/TYPES OF i / ` \ F.O.F. FACE OF FINISH / / ` \ CENTER LINE 4/ / ` \ ` TYP./ / TYPICAL / / ` \ (N) WALL 1 <. ---.\'' / // \ \\ 1 I \ 1 :141 c ' //:.. / ExINToNOTE;.............../ \ \ (r) 1_ EE z 1 1. ALL DIMENSIONS ARE TO CENTER OF WALL UNLESS INDICATED. w g 1 2. SEE EXTERIOR ELEVATION A2.1 FOR (N) STOREFRONT INFORMATION. 0' o w LI 3. SEE FLS AND ENLARGED PLANS XXX FOR ADA REQUIREMENTS z (5- (Ln w JQ Jcc 0 cri E > C4 r� I I I I y L / f KEYNOTES THIS SHEET CO CO 0 0 0 0 0 o \r r cN1 r, Ln ® j 2 O (N) WALL -- 4 2X6 ® 16" O.C. WOOD STUD WITH PLYWOOD SHEATHING AND - 1 ) SELF ADHERING AIR AND MOISTURE BARRIER. INTERIOR 5/8" GYP. BD. FULL HEIGHT. EXT. FIN. TO MATCH ADJACENT. \\ 0 1 ' / A © (E) DOOR / WINDOW TO REMAIN, TYP 1 ' 1. o I PROVIDE (N) WINDOW AT (E) OPENING. INFILL WALL ABOVE/BELOW 1 © © AS REQUIRED. SEE ELEVATIONS A2.1 & WINDOW TYPES A3.1 \ / / \ / 0 (E) ROOF TO REMAIN /\ \ i.-„-A-..ir 1 0 NOT USED I/ ,/ U \ if \ ` 11IAY . /�/ /©/ O (N) E: EEMT (N) nil) (N)1 / / 61 \ ` `\, I ,' f ARCHITECTURE 1 Nikiiir / 0 EXIRETM! AINTO ,.../' ( . ) (N) CONCRETE RAMP PER ADA REQUIREMENTS ENGINEERING / 1 41) (N) CONCRETE CURB WALL PLANNING K----I - 2 '2 111 NOT USED INTERIORS U' S 4IR +I STAIR'LL1 O © ,� 15895 SW 72ND AVE SUITE 200 Z $T-1 i 0 x © ® (N) LANDSCAPING -- GRADING TO BE NOT MORE THAN 30 PORTLAND, OREGON 97224 (E) COPY (E) HALLWAY I-= I 005 I 001 `� - ® BELOW FINISH ELEVATION OF DECK AT ANY POINT WITHIN 36" OF T E L : 5 0 3 . 2 2 6 . 1 2 8 5 xHx , 2 ENTRY EDGE OF DECK. w w rr 100 F A X : 5 0 3 . 2 2 6 . 1 870 z ID 7 ELECTRICAL II b _ ® (N) STEEPLE AT ROOF -- SEE DETAIL 9/A4.1 - if I I V) 002 \ w 0 tD �,` ,` TYP. 0 NOT USED ,.., co ir BSTORAGE L _ - _ itikk ® (N) OVERHEAD DOOR BY OWNER r r' I BASEMENT 004 I - ,I STORAGE <T;) O 0 (N) SWING DOOR, TYP -- SEE DOOR TYPES 3/A3.1 r 003 17) W EXISTING 0 Ni ` \ r is, (N) {N} CONCRETE WALL PER STRUCTURAL DRAWINGSIX . ii . . cd 4,,- 1 �� 4►*(Niiri ) CONCRETE WALL AT MAIN LEVEL PER STRUCTURAL. CONTRACTOR �,4 *e it � $ lirV= II TO CONFIRM WALL CONDITION AT BASEMENT LEVEL. REPLACE WALL AT `•J INFILL PER •'t rI iBASEMENT LEVEL IF REQUIRED.STRUCTURAL 17 * r I of f; a 1, C.) 41) 18 ��'r4 ` 1 g (N) CONCRETE SIDEWALK 0 • • F2 >1. >L1-1 ''.,, 0 f; t';' 1 VT f: itS4 FLOOR PLAN GENERAL NOTES W CI Q z � Q 1. CONTRACTOR SHALL VERIFY AND CONFIRM ALL CONDITIONS AND �n ((J) Lij ''A.... .'. ... 9... .4.a d °s ;� �° a . 4 DIMENSIONS AND NOTIFY ARCHITECT AND/OR ENGINEER OF ANY Z r- " n 4a 4 a 4 44 4 4 4 e a ° 4 4 DISCREPANCIES PRIOR TO START OF WORK.0 IX N O as a .f. 4. a 4 4 _1 4 4. .. v 4, d 44 4 4 4 e 2. FIRE EXTINGUISHERS SHALL BE LOCATED AS REQUIRED BY SECTION d . Ll a' 0 4. ° 906, IFC. SEE FLS PLAN FOR APPROXIMATE LOCATIONS. COORDINATE FINAL LOCATION WITH FIRE MARSHALL. Q RIC (I) 19 20 GLASS USED IN DOORS OR GLAZING LOCATED WITHIN A 24" ARC OF W 0 Q THE NEAREST VERTICAL EDGE OF A DOOR OR IN AREAS SUBJECT TO CI — HUMAN IMPACT OR OTHER HAZARDOUS LOCATIONS SHALL BE > O Q) F--- NORTH BASEMENT FLOOR PLAN NORTH MAIN FLOOR PLAN TEMPERED EED 4os,OIBC N APPROVED SAFETY GLAZING MATERIAL PER Z 0 o 410 41410W 1/8" = 1'-0" 1/8" = 1'—O" 4. LIGHT AND VENTILATION NOT INDICATED ON THESE PLANS SHALL BE PROVIDED AS PER SECTION 1203 & 1205 OF THE IBC. >II 5. PROVIDE EXIT ILLUMINATION AND SIGNAGE PER SECTION 1006 & SIGNAGE PER SECTION 1011 OF THE IBC. 11111 E 6. APPLICABLE CODES: ALL WORK SHALL BE IN CONFORMANCE WITH ALL Z FEDERAL, STATE, AND LOCAL CODES. SPECIFICATIONS AND o, STANDARDS SHALL MEAN, AND ARE INTENDED TO BE, THE LATEST N EDITION, AMENDMENT OR REVISION OF SUCH REFERENCE STANDARD INCC EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS. /2 LANDSCAPING BY OWNER. 0 t g U v - FLOOR PLANS U ..,,- a G A1.1 E. JOB NO. 180140.01 Q 2019 am, P.C./CSA ALL RIGHTS RESERVED v i Il II II II I. I II II Il II I; II IIIIINIIIIIIIIIIII 4,,„ i ei, 4 1` .� 4_, A v _�_4 J. IONS J :' / (N) CONC. CURB WALL '' 12'-8" �'; 5'-O" 10'-7 5/8" = / ABOVE (E) BASEMENT WALLez, • 1 CLR. / CLR. 1 !!! (N) GUARDRAIL C� (N) CONC. � ��'' t I :,„ GU A T.O. G A RAIL APOR ' , ORt\RB WALL. URD �� •� 1,� +� NV 1 r■r ' " A.F.F. MINIMUM. alk CD42 1111 r\ �� PROVIDE (N) (N) CONC. SLAB NOTE: GUARDRAIL (N) -AI 12 1 ABOVE (N) BASEMENT WALL CONC. LP4I " ;1 10 W __ T.Q.GUARDRAIL 42" I � A1.2 PROVIDE 42" GUARDRAIL AT EDGE OF ANY WALKING SURFACE THAT IS w �— (N) CONC. CURB WALL LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE GRADE A.F.F. MINIMUM IF i - o VERTICAL DISTANCE t u = ABOVE (E) BASEMENT WALL BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO THE EDGE OF 41 44 TO ADJACENT +' e 3 LANDSCAPING � f �� t.N THE OPEN SI�}E. (OSSC 1013.2 EXCEEDS 30", TYP. --\ — (N) GRADED LANDSCAPING 2 � L ul 0 i I = o c° 4" HIGH Q CONC. CURB = AY AT RAMPfr z - w o Z R 3 � � w CD 1 , ' '� 2% SLOPE o m m > a 1 6 w 0) 0' 0) CI 0)iIiii cn ` Q \ \ \ \ \ /• / ❑ NN. 0 O oU to N ,- 4V tf7 6" 5`-0" 23 -5 5'-0" , • LANDING CONCRETE RAMP ° LANDING 60" MIN 0 TURNING SPACE AS OPENLARGED RAMP / STAIR PLAN REQUIRED PER ANSI 405.7.4. 1/4" = 1'-0" 2 4 3'-O" A.F.F. T.O. HANDRAIL '' -,. 1-1/2"0 PAINTED STANDARD STEEL NOTE: GUARDRAIL NOT REQUIRED AT RAMP PIPE HANDRAIL EACH SIDE Q1' RAMP, Iln DUE TO VERTICAL DISTANCE OF LESS THAN 30" OR APPROVED EQUIVALENT. .4, PER OSSC 1013.2 1 ..: ,,,, 1 -1/2"0 PAINTED STANDARD 4'-10 1 2" 3/4" CHAMFER, TYP• 6 STEEL PIPE HANDRAIL EACH SIDE o0 11.1ARCHITECTURE OF RAMP, OR APPROVED 1-1/2"0 PAINTED STANDARD N EQUIVALENT. STEEL PIPE HANDRAIL EACH 2" DIA. x $ GALVANIZED PIPE ENGINEERING SIDE OF RAMP, OR APPROVED SLEEVE CAST 1N TOP OF WALL PLANNING CONC. CURB WALL BEYOND EQUIVALENT. T.Q. - CONC. RAMP T.O- RAIL 1-1/215 PAINTED . T.Q. RAIL CONC. CURB WALL BEYOND INTERIORS STANDARD STEEL PIPE T 'RAIL - FINISH GRADE - 1 2" MAX BELOW 15895 SW 72ND AVE SUITE 200 =- i—,.. .--;„, HANDRAIL OR APPROVED , T.O. RAIL / I `� 1--r� ADJACENT RAMP FINISH SURFACE PORTLAND, OREGON 97224 \ A i TEL : 5 0 3 . 2 2 6 . 1 2 8 5 c. T.O. WALL \ EQUIVALENT. _ 3 __________ I _ ..; 1 I> __ �._ ,� � `"_ .tom-- -. I _ I 670 �? `F.F.I~. �,- '�,--� M ' � 1 -- REINFORCING WWW . C I D A I N C . C 0 H —` � 0 �� FAX 5 0 3 22 6 1 CONCRETE WALL REINED �- - - --+--_ __,___; ,-- - ---` `.-y. �*'� — , NOT SHOWN FOR CLARITY 1-cTa 4" CONC. CURB , o e I n II�;� (y v ;n o .J i I LANDING w w , �, • r, v �l� r; r2 1/4 NOTE: ALIGN POSTS TRUE & PLUMB ` CONC. STAIRS F.F.E BEYOND GRADING LANDSCAPING 1/2" z w "�" ✓ IN RIPE SLEEVES, GROUT SOLID WITH �, 4'-7" MAX BELOW ADJACENT o WED ALNON-SHRLNK,CONNECTIONSALICGRINpUT 4" CONC. CURB FINISH SURFACES °f 5'-0„ SMOOTH. ) I CONC. RAMP ) Cm) NOTE: EDGE PROTECTION NOT REQUIRED AT RAMP ADJACENT TO LANDSCAPING DUE lIC TO VERTICAL DISTANCE AT GRADE OF ) LESS THAN 1/2" PER ANSI 405.9.3 ) `� " " " " " `� " " s NOT USED = STAIR SECTION / RAMP ELEVATION s RAMP SECTION HANDRAIL DETAIL . 1011111 1/4" = 1'-O" ' I. 1/4" = 1'-0' • 1" = 1'-0„ 05720-01 3/4" = 1'-O" (1) 2 2 2 ei 2 3'-6" A.F.F. La 0 >m 1-1/2"0 PAINTED STANDARD T.O. GUARDRAIL J STEEL PIPE GUARDRAIL, OR < Z T.O. GUARDRAIL3'-0" A.F.F. ci 0 APPROVED EQUIVALENT. 0 �- ` T.O. HANDRAIL mom 0 1-1/2"o PAINTED STANDARD LZ ' I� STEEL PIPE RAILS, OR .1 1/2" APPROVED EQUIVALENT. ;If_ 1-1/2'0 PAINTED 0 M v- 0 iiSTANDARD STEEL Q PROVIDE LESS THAN 4" 0 BETWEEN RAILS. PIPE GUARDRAIL, OR APPROVED --- - GUARDRAIL - GALVANIZED t° EQUIVALENT. AND PAINTED 1 1/2" X 1 - PROVIDE LESS o W MC n O Q 0 1/2" STEEL TUBE POST, OR _____ THAN 4" BETWEEN I 0 C) APPROVED EQUIVALENT. RAILS. >" C3� P-- z �' 1-1/2"0 PAINTED STANDARD Q > 1 1/2^ STEEL PIPE HANDRAIL, OR Z CD 3/4" CHAMFER TYPICAL 3'-6" A.F.F. p4 1 11/16" APPROVED EQUIVALENT. W F " i _ . CONCRETE WALL ' T.O. GUARDRAIL 1-1/2 STD PIPE N ~, `. ! I I HANDRAIL, TYP, PER STRUCTURAL 3 -O A.F.F. A >lini "� ti C T.O. HANDRAIL o T � L I Z GRADED ,� �� --�—, LANDSCAPING cc n _ 4 ,, ,, FF ELEV. a — ccQ 1:3 Illimmi 4 I rU..N ROOF BELOW PER PLANS i ^ W / 1r0 �, a ii f :., ,, Ix41 i --^ I u EXTERIOR RS PIOEN LARGED PLANS AND DETAILS 6 A1.2 9 GUARDRAIL @ CONC. CURB WALL 10 GUARDRAIL / HANDRAIL @ STAIRS NOT USED 19NOT USED JOB NO. 180140.01 ' 1. 1 1/2" = 1'-O" 1. 1" - 1'-0" 1" = 1'-O" 1" 1'-0" © 2019 ODA, P.C./MA AU.RIGHTS RESERVED II 2 2 2 2 -- Li, ' .,., X, ei) ' „..,:,...,.:,,,,.,. 1 . i, RCP GENERAL NOTES •�� L MES ' 1. LIGHTING INDICATED ON THIS PLAN IS FOR DESIGN INTENT ONLY AND IS CONSIDERED A DELEGATED DESIGN SYSTEM. THE CONTRACTOR IS e7 ! RESPONSIBLE FOR DESIGNING A FINISHED INTERIOR LIGHTING LAYOUT THAT 4.n oR COMPLIES WITH RECOMMENDED LIGHTING LEVELS PUBLISHED IN THE 1i1� 'c'41 r•CURRENT 'IES LIGHTING HANDBOOK' FOR THE FUNCTION OF SPACES ' 4,''� INDICATED, CONTRACTOR SHALL SUBMIT A PHOTOMETRIC STUDY WITH OF %,+ COMPLETED ENERGY CODE FORMS INDICATING CODE COMPLIANCE AS WELL AS PROPOSED LIGHTING LAYOUT WITH ASSOCIATED PRODUCT CUT SHEETS FOR ARCHITECT APPROVAL. SEE SITE PLAN GENERAL NOTES FOR REQUIREMENTS REGARDING SITE LIGHTING (VERIFY). 2. MEANS OF EGRESS ILLUMINATION: CONTRACTOR SHALL INSTALL EGRESS LIGHTING SUCH THAT A MINIMUM ILLUMINATION LEVEL OF 1 FOOTCANDLE IS MAINTAINED AT THE WALKING SURFACE ALONG THE PATH OF EGRESS, INCLUDING EXTERIOR LANDINGS AT ALL EXIT DISCHARGES. MEANS OF EGRESS LIGHTING SHALL BE CONNECTED TO AN EMERGENCY BACKUP POWER 4 --- SYSTEM (TYPE INDICATED ON DRAWINGS) AND SHALL OPERATE FOR A �tV MINIMUM OF 90 MINUTES IN THE EVENT THE BUILDING'S MAIN POWER \ SOURCE IS INTERRUPTED. cn c, z 0 3. LIGHT FIXTURES IN GYPSUM BOARD CEILINGS ARE CENTERED UNLESS "' I- FE z DIMENSIONED OTHERWISE. ? wC LLI z _ 4. COORDINATE PLACEMENT OF DECORATIVE PENDANT LIGHTING WITH ARCHITECT ce c. w ' AND OWNER PRIOR TO INSTALLATION. Ix z N w I-- Z -t D cccc O CO CO j CL LEGEND I ' ' I USN. 00 CO 101 ROOM NUMBER °w in to CO D 0 0 0 0 0 IA (.0 N In - u) IIIIIIIIIIIIIIMIIIIIP OPEN TO STRUCTURE IIINN? ii ,.. Vnil 61 2 EXISTING TO ARCHITECTURE REMAIN ENGINEERING UPLANNING ' INTERIORS 200 STAIR RCPKEYNOTES 15895 SW5T-10 NOT USED PORTLAND72 NO OREGONAVEU1TE 97224 4 .-- �� !,.L.r ,,,,� is TEL 5 0 3 2 2 6 1 2 8 5 FAX 5 3 2 2 8 1 6 7 0 A ELECTRICAL WWW . CIDAINC . COM ROOM 003 E BASE EN " F_ A'LE EllS' O GE 51 c.E '� [ 0 IER -IT _ CC ---- ---.. -- - --- IAR S p INFILL PER STRUCTURAL 0 0 >im L.Li JQ Z W Fume CC et NORTM NORTHLO N I . REFLECTED CEILING PLAN - BASEMENTSli01) NOT USED z �' o Q 2 ... 2 47 44( W o OC C:) >- pa) � Z oz C„," ,- >— z limm df 6 N C N i CC o I- REFLECTED CEILING PLANS F---- '' m A1.3 V JOB NO. 180140.01 13 W © 2019 03A, P.C„AIDA ALL ROOS FfaERVED ei, I S ,, s" ,,. r�: SHEET MEMBRANE ROOF PLAN GENERAL NOTES ROOFING SYSTEM `~ --- ~----- '^ ` _ _ - J. JONES _ -�. 1. ROOF SLOPE SHALL NOT BE LESS THAN 1/4" PER FOOT e-/ . / / / /, / `/ _Z �d • aE 4 , - - \�.\ PLYWOOD / - /I1 �` ` r•� 11306 IA POE , OR .JI •� A: ` 1 SHEATHING i / ,/ 7 \ 5 / \ • �". 3" 2" , \` LEGEND 7 ,` \\ ROOF SLOPE & DIRECTION FRAMING PER STRUCTURAL /� 41 441 / PLYWOOD SHEATHING !�/ 1\‘ SDS DOWNSPOUT z \ cn vs T.O. (E) PLATEy. I z CONTRACTOR TO VRY. HEIGHTCD L,, z / Pi ‘ �1 CANOPY DRAIN w L� - / ‘sr\NN____ i AIR AND MOISTURE BARRIER / ....,.....,,,H I r T.O.R. = TOP-OF-R TOPT.O.C. = -OF-RIDGE ELEVATIONETE w z in L� M I 31'-O" A.F.F. z © U' FURRING PER SIDING MANUFACTURER r III // X.X.X. T.O.E. = TOP-OF-EAVES ELEVATION a m m E CEMENT FIBER COMPOSITE VERTICAL SIDING + II I I I I 1 /,.1 (2) 2x6 TOP R W/ 16d @ 12" O.C. i li - - - - - LINE OF WALL BELOW 0) 0) 0) 0) °' ✓\ II I o CD 0 d o I II r N f N rte) LCD I r - 1 r 1 TRUSS JOIST @ WOOD STUD WALL 1 1 ' ` 1.4 3" = 1'-O" 06121-04 \ r 2 \1 0 r/ 0KEYNOTES ti ti i \ -✓ 6" CONT. METAL GRAVEL 1\ / �� STOP AND FLASHING \ /� O (N) ROOF STEEPLE - SEE SHEET A4.1 s ` 1 © (E) ROOF TO REMAIN / / / / / / / / / z vv �� \\ �, 0 NOT USED I ;n ` STRAP PER MANUFACTURER'SIII /'� 0 NOT USEDilln �, RECOMMENDATION / NOT USED/ • 4 ~ SHEET METAL GUTTER -- N. ' ATTACH PER MANUFACTURER61 'S 4 RECOMMENDATION d <-6) BUILDING OUTLINE 4 4 ARCHITECTURE . 3 ,. 2 ,� (N) ROOF AT BASEMENT -- SEE DETAILS THIS SHEET. -.- 0 ENGINEERING 4 ° o ' (I) REPLACE (E) ASPHALT SHINGLES. PLANNING r+ 0 r--' a © COLOR: TBD INTERIORS Q 4 L c ® Nir 2 15895 SW 72ND AVE SUITE 200 4 ° PORTLAND. OREGON 97224 1 T E L : 5 0 3 . 2 2 6 . 1 2 8 5 V 4 d DS — FAX : 503 . 226 . 9 670 I W W W . C I ❑ A I N C . C O M 4 d EXTERIOR - INTERIOR (N) CONCRETE WALL PER STRUCTURAL as d a IHI If 4 4 m(E) CONCRETE WALL 1II � O MH I Q II / 0 64 � � a _i 1CC 4 ___ 4 I To M 3 GUTTER DETAIL @ CONCRETE WALL � o0:Ct a I J Lia ' 1.4 3" = 1'-0" 07710-040 .. 1 1'—.3 1 /7" AFF 2 0 4 I / T.4.c Q w J 4 4 W Q Z d 4 d 4 " a 1 / ® 0 O O (f) T.O. 1 4 4 4 4 ''cl Leti Z Ct WALL' A.F.F. aN ad. A e 4 4 U 4 d ad 4 4 4 aa In M r 4 4" .. - d 4 _ 'IA p Q. 4. 4 4 .a 4 4 a Z ci_ • 4 4 - 4 4 - del 4 4 1/4" SAW CUT-- FILL W/ 4 . . _ d a HARDENING SEALANT :4 a („) CONTINUOUS REGLET IliC � NOR � � 0 ' SET IN MASYIC 1' , ROOF PLAN >- 0 1/8„ =1'-0" 0 Z 0 %- 4 4 w 4 2 s. E 4 CONCRETE WALL PER STRUCTURAL im 4 MUM Z c N Q Q CCN "a INMEE A 11111M 4 SHEET MEMBRANE ROOFING SYSTEM U 4 ROOF SHEATHING 1< Q 4 FRAMING PER STRUCTURAL DRAWINGS ROOF PLAN & u DETAILS A11.4•,1-' 4 ROOF @ CONC. WALL 5 NOT USED NOT USED fillJOB NO. 180140.01 ' 1.4 3" = l'-13" 07710-07 ' 1.4 3/4" = 1'--0" 3" = 1'-0" DTL-507 v © 2919 GOA, P.C./GDA ALL RIGHTS RESERVED 0 L. 2 2 MINIONIONI r•S O 0 0 7 0 ELEVATION GENERAL NOTES �� 1. DEPICTION OF EXISTING CONDITIONS BASED ON PROVIDED J. 00 41 O O DOCUMENTATION. CONTRACTOR TO VERIFY ALL CONDITIONS 3� _• 0 SHOWN OR IMPLIED THROUGHOUT THE DRAWINGS AND NOTIFY DOR • "' ARCHITECT AND/OR ENGINEER OF ANY DISCREPANCY. 113066 Ilk 2. CONTRACTOR TO FIELD VERIFY HEIGHT OF (E) OPENING OF I • t4t4‘.DOORS TO BE REMOVED PRIOR TO ORDERING NEW WINDOWS. �` OF . LEGEND d H 1 II III III Il illii 1 )� � I iajii ' H it! 1 IU' IH ]HI I I �I �I1 if 1I N T.p.PLATE A.A.F. I ,111 (E) EXISTING FENESTRATION TO REMAIN -H EI E (E) (E) (E) E (E) (E)\ (E) (E) {E} (E) IEi N _ - _ -- T,O,BEAM A.A.F. T -;� I- , 11 / i I , 1 : ilhf.I i I 1'-3 1/2"± lo j-I N _15 het , =" �---- -:ate • .• _.. rY � � � rel i _-_ _ a0---- +_j .� y-� �_ FIN. FLOOR cV _, �r<.y J i 1,� 0'-0" T �;cv a-, 1 IFx�- _ .-11-11.-11=111-1€r �! {t`'!f 1l�-1-1r=a- €I-lf II=€1-![ 111F Alik-� `� J -1 1111=11=11=11=i1=1F=11=11=1i=Ti.-. --ii=111- =t= ,,A=11=11-r i- 11�--Jt-il=- it=11-11=11--11-11=11. Pi, 0 w � .IR��•�-�•.( - - 1. .Jl�il :I 1 #, - 111 1.=- - _ _ . . . . . � . ELEVATION KEYNOTES11-11= : 1 = T .I1f-'`1t-11'•=�11- -,...-1L .; 11-11=11=11=11=111-11=111.=11=11=111=111=11. . ;N=11 11=1P=-11=1f=11=i1--€1=11=11=1111-q_ II . =11-11=11=111-11-11=tf=11=11=[111 = 111 "ll'�I "`11=13=, -1J=11=1€-1 r =!3=11=11=11=11= ,:.11-11=111=11^-` 11G1=11=11-11=11=11=11=11=11=11=i�t- . .11=11=ii=11=11=11=11.:11=i1=11= = 11 = 1 1=1 =: =1i q-.,lt It=11=11. ;(1.-,11-11-i1-11 11. 11 11=11=111=1: 1 .' : 11=11=il=ii=i1=11-11=n=li=it=it=ii-o=n=n=n=i1=11=u=ii=11-1f m 1t�^I--11=11=1r=11 li= =IIF-11=11-11-II. =111." I=11=ti.=H=11-=1€.-11 `-11=11=11=11=11-x-11=f1=1r=11. - ---11=11=11V11=11=11=' •711.-1.,, t 1111 ! I 1 J i l 11 iT 11-1-11. a 11. .11 .11 .11. 11 O ( } ( } tl=! 11=111=fl=ii=11"IJF= --II--II-li-li I11=1117.--11=-.11=11=1: = -11 .011-11=1L Y11-11-11-:11-11-1f11 . . ;11=11=11-11- 11^-11 !1 Ik-11--11 11 11-11-11. .11.-11-11-1k-11-11-1f-11. Z .1F1111= .1=11=11=11»1-11-'11=II=11 i-: 1=11=11=11=11=11. 1 - _ _ - - - - - - - - - - w 11- I. . . �1�1-11--11-11-1#=11-[I-11-11.-f1-iCi�l' -11-11--i1-11=i1=11=11=11=11=11=1E-1i-11»II.--H=11=11:i1=11=11=.11=11 Ex I r - E - - x:14 I , -- I.�Iii ; ' ' .. -a _ - - = �. v- _^- =I 1-I:.,I7„Imo.Ic -1-I1_II�I= I. - - FIN. FLR BASEMENT Z C .. . . . ...1."•^.1.:.1:-••�,-l 4�44. ��4�,44-44=.ti4=�4-�1-41 1--Sti ��4-,41-�1-1� ` .-. ,4= - =.�1=�4=44. `� ' _ _ _ _ _ - - - - - - - - - - - - - - - - - -1"..11".11=11"11: - �. �. �-:'� - � �1=4ti=.S4-4444t�-4�44ti444,,.,44.-�1�. .4. .,.,45=.14-41-41-��-41-41-4� 4-�1 .1 I1-�1-�144=S4=tiS-�1-1�=.ti4=�4=44. w � w �=11=11 t= =1i-111.-1-1=11-1- -1111-111=111=11-11-11-11-11-11 -1- I - .. _ _ 11,01=1=1114.0.1.11=4=..1=..1=..= _ _ _ _ _ _ _ _ _ _ _ _ _ _ -10'-4"_ _ _ I ,.. _ _ _ _ _ i _ _ _ _ _ _ _: _ , _ .1:--11 1[, . . .II. .s. :ll. .f . . . .1,3. II Il 1 !1 11 11. !1 11 11 U-•k....4=•11-JI= ..r..g=11.--11-I1.-1.--tl (E) (N} SIDING -- COLOR, TBD 9 I1-31. I1-11-11111. 11-1-1111.-11-t1�1 -111111--1#-11--1111-11-11-II-.1--11 =11- 1L--1111=i1=1._ 0- '-ll:1.: -11-i1-11. = It= - - ac - _ _ :2 -1P-11-11-11-11-11-11-11-11=11=11:41= _ .: - - - :Il: -Il. i!. _ .11. II - � 11: I1=1111-11=11=11=11=11=11-!!-=!1=11=11=11-1i-11-11-111=1111-11=111 © 5 o w =li.=111=1=1��, .11. .1. .!1--1-1r=11=1�` . -- 1=11=11=11=11=1- . . ". . :�- 11!,-11 .Y:11-f-11-1 .1-11: .1. .1-1. 11. 1. 11.-1=1-1.:,t .I. . .1.;.11=11=11=1=11--11 .11-11-11-11-11-1I-11-11-u:.t1-1-1r.-u.-11-a-1.-111 CONFIRM TYPE AND LOCATION WITH OWNER , 11 ( i 1 ,I, ,, 1 o m m > n.. 0 NOT USED I ® 0 0 w - C) 0) 0) 0)(E) ROOF TO REMAIN 1- cv r` o a co 0 0 0 0 0 0 21 0 NOT USED o a o 0 0 0 (-7) NOT USED 4/ WEST ELEVATION O (N) ROOF 10 (E) BASEMENT 2\ 9 1,8" = 1 -0 ,, s) (N) CONCRETE SLAB PER STRUCTURAL c19) (N) CONCRETE STAIRS 10 (N) CONCRETE RAMP PER ADA REQUIREMENTS 0 (N) CONCRETE WALL PER STRUCTURAL 0 0 0 0 0 0 (N) 4" CONCRETE CURB -_ pl III IIDIN I O 0 (N) LANDSCAPING -- GRADING NOT TO EXCEED 6" BELOW F.F.E VERTICAL HEIGHT ----.... 0 (N) STEEPLE -- SEE DETAIL 9/A4,1 I 0 (N) RAILING AT TOP OF CONC. WALL -•-- SEE DETAIL 9/A1,2 - ARCHITECTURE I I Hill IIIIHIH Him ! HIHIIHI I HHHIUHH1111IWJ !HI III ) III ! ! i �, �1� II1 I1 N T,O.PLATE A.A.F. so. ENGINEERING �-- _r, (E}9'-8 f Cl!) NOT USED 0 11) PLANNING 1 E 111 1111_E {E) (E) (E) (E) (E) (E) (E) ill (E; (E) (E) C - INTERIORS L 1r ,I • .1 R QUIREDR 4R (N)LROOF CONTRACTOR TO VERIFY PARTIAL DEMO AS --• Pik T.O.WALL A,A.F. `�' / 1'-3 1/2"± kms\ `��` � FIN. FLOOR MAIN PORTLAND. OREGON15895 SW 72ND AVE ulTE 200 97224 '` 1E NOT USED C-0"I ` .! -1 Il. �t=�= TEL 1 L 5 0 3 2 2 6 1 2 S 5 � /ill"-1'11=11=1i !! II: I1-#! li 1 FAX 503 226 1 674 ,. - _- - r--�--- - �.;=��=11=11- IlaLll11'tL11.11.11111 .: 1.11.1 �.1t t�11 11 11=1# _ L; _ _ •� *nom -€1=11 111l1:t1: 11=11=11 111111:11=1F I :II .-.7_117-11-711-11-11-11-11-11-11-11 1E 111.If11111 ii 111:{11#i 11 111#1 i1 ll li W=ii (N) OVERHEAD DOOR -- SEE DOOR TYPES 3/A3,1:* WW . C I 0 A I N C . C 0 IA E) ,E (E)' (E) (E) (E) (E) (E) (E) I ( :) (E) (E) (E) ..,. .:,..„=„=„......„=„,____. 1. 1=t! 11=I1-..11=11=1k=1l=i1.„...„=it= 1 / .�-11-11-11=Ii=11= 1=11=11=11=-.1'- 11: 11=11=11=11=11=11=11=11=.-11=11=11=11 Y1=11=11=11=11=1I=14-11=11=11=11. - 1 1=11=11=11=11=-11=11=11=11=11=11=0=- . =11 I1=1i 11=-11=i1 11=11 11-11=11- _. .._._ I �,..�. 11 1[ 11 JI-11-11II-11 II !•;: It 'I 11=11=11=11=11=11=11=11=11=11=11=11 -� 1=11=11=11=11=11=11.-If 1: .11=11 11. ti, I. -11 I1-11-11-11- 11-T1-11-1111-11- 20 NOT USED . I=.x,.11=11- =11=I1 .II-� �! _ I` 11-I1-11=11-11-11-11-11-11- 1!11-II U ` .11-41- 1=11.=11 1=11-11-11-11-11-11-11-11-11-11-11- . �I� - 11=1.,.. 11=11=. _ 11=11=11=11=11=11=11=11=11=11=11=11 FIN. FLOOR BASEMENT e. . 11. Il. .11-11-11 •'•. .,,.. „71-11. 1=11:11-#1=11=11=111=1I=I1=11=11-€1=�t1= " ;=!! 1 1 1. 1. .1. 11. . . .!. .1. .11. .1. 1. .1. .1. .1. .1 . . .1-1. .11--1. .1-»1111--1-�»1--1111--1-�1- . , ,- =#t=l=i=1111=1= �=!=il=1=1=11-11•-J1e1-1: :IC . .�Il: : : :N-11=1-k1-1=1 1-1- -�,I:�l-.11-11- - -1-11-11-t�.• -�» � � '1--11 _ =11=11=11=.1= �i- = = ,w E 1O'-4" N 1 1 2 � RAILING, TYP. .1 � _ _ _ . =11 t. _ _ l°" = . _ ,li 11 _ _ _ 1 II I. 11 -1:-- 11 ( ) 0 ( ) / G, SEE A2 FOR DETAILS t1�-1=I.-11. .11.-11-11-�t�1. 11-11-11. .11. .11-11=11. .11-11. .il-ff. .11. .11-11. .11-11-111-11�1. .II . .11 .li-lf-11. .11. .11-11. .1. .II.�I. .€1-11. _ .l --ii---1--r-,-11-1-1�1-11. 11 .i1-11-1111=11-t-11-11-11=11-11-111-.-1 =11-111-1111-1-11=ii-1=!= _ - - ! .q1.221=.111=.11.=11=11=111=11.41=11=11=..1, I L 1111 J111. .11?5 tm.11_11,11 -11 :, II. _II-Li 1-11_11-1!=1i=11=11-11-#1-111- -^111=1=1=t€=1=11F�1=1=1=1= 11=1=/=11111= = =1=11=1=1f=1=1=1=1=1- -1= 1111=l=l=1111l=l=1111= 1=t-:: 1-1-11-17.1-11-1171.-1=11=11=2=1. - - - = -� - - - - - ,». ... .,., ... ..,.. ... _ ,..�, _ _ _ ...�. _ _ � 'I . _ _ _ _ -.1"- _ � .- •r .11-11-11-11:x! E 1-111-11-11. .ti;v .11-11�� '1-11�Ir=.i1-r1-,11=1i=11-11-1i=11-f1=1t-1L 0 0 0 CC 0 0 D I © NORTH ELEVATION0 0 >mi W -I < Z 0 oIIIM 1- 0 (It) IMMO 0 0 �ft- IZ ' fX • it�_II��I O 2 p ,N 0 < M ci _, .....7a_,:,,,,,„:T=Traw.4.; R. M 1 I 1111111H r 111IIII € IIIk� Ir1j {{ 0 0 . LAI CI0TEOgPL$TE} A.A.F. � �. 11 11 1� JIII III IIS III 1I � ! II III1. � � !i III II , ' II � . .II III IIII :� I� I 11 j 4 0 F-• 1-1 1111 (E) (E) f (E) (E) (E) (E) (E) ' (E) li E E ZK (,) 0 0Q (11111)W 4tT.O.WALL A.A.F. I J . 1'-3 1/2"± !_� H X11'" L I 1i I T.O.WALL A,F.F, FIN. FLOOR 'lk �I -- - - ______, • , >II• ""� 1 1'--3 1/2At �' s t:I - ��. II iI FIN. FLOOR ' 1 � > 111.:u-1- -- -- - --------- _ f Ve 6" i i II I 11 S i I�Ir T.O.(E) C.WALL 1:=:1i�, -, ' 11:1-iiii=ii=1 ii,•=ii=ir=Tl11=11=11=1.+ •. . - i LE Il-1111.-tFCONTRACTOR TO 1. ' -11=11=11=J1=11=11=11=11=11=11F=►, • • 1 It=11-1fI-f 111-11=11=11=11-111=11.=.0-113-1=11= E (E) (1 ) (E} (E) (E) (E) (E) (E) E p 11=111=ft. e.. {E) \ 2VFY. HEIGHT 11= 1 =1117--11=11=11=11=11=11=11=11=11=1144 r' - - Ye _ I 11:��11.��:Illt (E • OH (E kl• I=11 1f i 11=i1=11=11=11=11.--11=11-'11=11-=11- - III !.. 11=11=11 I" ! =11=ff=11=111=II-II-I1=11=11=11=11= -- • - °= 11=it-11= ) --- '' - i=II=I1=11. z; 11=11=11=11=~11=111=11=Il=U 11=1I=1• _ , CC11=11=11=1 1., .11=11=11=11=11=11=11=ii=11=11=11 1 - . /" r - 11Zli' c"_ = 11-1#-11- I FLOOR BASEMENT1. .11=irwir 11-1-11_ .... ...._ -It�-11-11-1=f .11, FIN. 1„�„ , . . . . I' FIN. FLR BASEMENT n_-111....-111 x . •. / " I=1i!�l[r!1 1.411, . . . ,..=::.- -;.,fin MJFI .1u! ,1Lf� ,111, '.. 11 E -1C-4" 1-X11. .11-i1. � .11�11�t1= l=.li. 11=1€-( .I .II-11-��f= �- =1=11-1-1. . .1. .'. .11. .1. 11!. .11 J. .1. 11-1-111. 1. .I#. .1. .l .1-1, _ =1= -14-1=1111=1-114-H=1 - -- .. _. 111 111 1 ! ! � --1 1 1 .11. .1_ .1�1. 1 .11. .1. .1. 111 1. 11 ,1i. I 11. 1!. .1. 11111 I-11-1-1-1 ' -1-1 . .1- - .L fl .l[. . _ - 11-11-11-1;.: : . 11:-111-11-11-11-111-11-11-11.11-11 = -u:=11-1= =#=11-11=111=1=1= =11=1- -1=11= T •M 1= -11^11. i-L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - =1 Il I! I I 1 ,Nt 1 II�,1 . . .11:J1=1 1 i .II � .i _I. 11-11-lI-II-I-II-11-1�1�1=3. .11-11. 1111-11-11-11-.1-11-111-ft--11 Il,.tt--,1111-1t111 I-11-t-1f=11- =111-..111-ti-llltr-1f-11-tl-lf-1-11-1i-11-11-1iil_II•-11-.;1...:11-11-11=11-.: =: _ _ _ _ _ _ - I _ _ _.........._=_=.I ! _ 1= _ _ _ _ _ _ _ _ i !1IL -.111 .1lIL .11. 1EIL -. II. -, - 1II i=11=i1=11 - 1,:a1=; .:w .= .= . - - - - _ _ = - _ = _ - _ = - - - - _ ,... _ .- mow -•• _ � - - - - - - ! 1. .11. .1!. .!!. .1!=11=111=ft==11=11=t1y~^il:~�li=1-11�=11=1=i1 .1�1� � 1. li J 1. 11. 1 1��. 1. .�� .IC:1=t1=1. .1=1. .I.��t-1.=.11-1��-I�i-- . _ _ � -f1-11 » = _ _ = #••- _ - - = = _ - _ _ - - ... .... -.I. . --11-- - - = = - _ _ _ - •- - - - - - - - _ - - _ _ _ _ _ _ _ _ - ! _ - - 1 l ii ` 1 1 1. 1 1 ! 11. <�l . l .tf I _ 11113. 4 s 1. tt 1 1 1, .tt. _ n It, i1 .I li.. 1. .n _ if .1r. .11. .11. .1. .H, .1!-'u- u-u.-u-tJ. .n-n. .1. .II. .r#. .u. .n-11. .11 .0 1 = 41 0 0a © 0 001 SOUTH ELEVATION EAST PARTIAL ELEVATION ELEVATIONS U 2 A2.1 4 b .., fJ JOB NO. 180140.01 ©2019 CIDA, P.C./CLA AU.RIGHTS RESERVED �``--� ru (N) STEEPLE (E) ROOF TO (E) WINDOW TO REMAIN OVER (E) ROOF REMAIN (N) OPER PLANS ONC. WALL et, 's i la 18'_5„ A.F.F. f #1'.TE : OND TYP %08„ AFF. OF TYP. 1Ell-1 (E) SANCTUARY _ int_�I I � _ = d . r,oisk.—" ,i;f,ti•--11 4 4 ,'` � (N) RAMP BEYOND L (E) BASEMENT (E) BASE ENT INFILL PER DEMO TOP OF (E) WALL cn � z 22 . ,. . _ ., .,_ , ...,., .,,. ,,. . , ,..,.., 111E1=11111 . .. ,,,..,,,,,. ,,,,,..,,,, ,. „,.., • STORAGE STRUCTURAL PER STRUCTURAL �„NMI - 11.1111 111111 1111111=11 I.11 I I•1 I 111_ r - "'1 r -I CORE DRILL 2" HOLES01.62 C5Z IX AT AREA OF INFILL 6" LAJ fl z A.F.F. @ BASEMENT, 11 6'-O" O.C. TO RELIEVE o m m (N) SLAB PER ? (N) WALL & FOOTING HYDROSTATIC PRESSURE. I I I I I STRUCTURAL PER STRUCTURAL O rn 0) rn rn OBI 1/8" = 1 r-0" BUILDING SECTION o w tO NI- In LO co o o a a a (0 N . 2 DOOR SCHEDULE DOOR HARDWARE OPENING WIDTH DOOR DOOR DOOR FRAME FRAME FIRE NOTES NOTES TYPE GROUP x HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH RATING 1: OH DOOR TO BE PROVIDED BY OWNER_ A -- NOT USED -- -- --- --- -- -- __ DOOR OPENING NOT TO EXCEED 72"Wx84"H. B 2 3'-0" 7'-0" 1 3/4" SC WD PAINT HMKD PAINT -- -•-- GENERAL NOTES: OH -- -- -- -- -- __ __ 1. ALL NEW DOORS TO MATCH EXISTING, 1 SPECIES, STAIN, FINISH, & HARDWARE. HAR DW TYP 1 1\ HARDWARE TYPE 2 HARDWARE ABBREVIATIONS 2. THE OPENING FORCE SHALL NOT EXCEED 5 TYPE 3 LBS FOR INTERIOR DOORS, 8.5 LBS NOT USED 1-1/2 PR. BUTTS NOT USED AL/GL - ALUMINUM GLASS FOR EXTERIOR DOORS, AND THE MINIMUM 1 EA. PASSAGE LOCKSET HM - HOLLOW METAL FORCE REQUIRED TO CHOSE AND LATCH THE 1 EA. WALL STOP KD - KNOCK DOWN DOOR FOR FIRE DOORS. OSSC 1109.5.9 1 SET SILENCER SC WD - SOLID CORE WOOD 3. ALL HARDWARE HALL COMPLY WITH THE STL - STEEL REQUIREMENTS OF THE ADA. All III IIM ARCHITECTURE 3 -0 ENGINEERING EXISTING ) f OPENING 'f2Tl'P• LI PLANNING -\-- __ �� INTERIORS / LA 1,1'-8" / 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 / TEL : 5 0 3 . 2 2 6 . 1 2 8 5 / _ FAX : 5 0 3 . 2 2 6 . 1 6 7 0 la j \ W W W . C I D A I N C . C 0 M 0 • 11 L - - 4�, F.F.E. 'F. -.E. .r. A NOT USED NOT USED MATCH EX ST. ADJACENT VINYL WINDOW SINGLE FLUSH OVERHEAD DOOR QTY=O Q1Y=0 QTY=1D QTY=s t=/ QTY=1 QTY=1 BY OWNEReA ‹§› Cill) NOT USED DOOR TYPES NOT USED Cr =1 # 0 1/4- = 1'-O" 119) T= TEMPERED GLAZING 1/4" = 1'-O" 3/4" - 1'-0., C) Od 0 >. I.LJ 0 ¢ Q o H 0 c ' IX z n t� 0 cc .:c m v) r2 La Q Q w 0 Ca r. p . 1- A A end,, Z o NOT USED C NOT W go O USED NOT USED 3" = 1'--0" 08100-05 . 3" = 1'-O" 08100-06 le 3" = 1'-0" >111 limillE M Zrn N NCI: I— d b NY pQJ V ,,- i I w BUILDING/WALL SECTIONS, STOREFRONT TYPES & DETAILS AA AAe i:- 9 NOT USED Lsio ©� NOT USEDA .1 NOT USED 3" = 1'-0" 3. 3" = 1'-0" 0 JOB NO. 180140.01 3„ = 1'-O 0 2019 IDA, P:c./aoA kJ_ FIGHTS RESERVED I f RIMINIMINI _ NEW SIDING 44/. ..1f--------- SEE ELEVATIONS A2.1 ,� INTERIOR GYP. BD. I •/` \ WOOD FRAMING �i I AIR AND MOISTURE BARRIER JONES - CUS NEW SIDING INSULATION _` �I ; EXTERIOR SHEATHING • rJ SEE ELEVATIONS A2.1 'I °R ` Pb WATER RESISTIVE BARRIER F C %‘' �� EXTERIOR SHEATHING I INTERIOR SHEATHING '1 BOTTOM PLATE i I WOOD FRAMING i// I INSULATION--•--..„.. / SHEET WATERPROOF � / MEMBRANE J 1 44f , I 1 I_..,. .,: (Y., z 1 INSTALL BUG SCREEN AS NECESSARY w / (E) BUILDING = 7,/ , \ ce CL ce ce m --- MIN. 6" CLEARANCE z a c�'n ct / /// / TO LANDSCAPING / GRADE �o ct m m a I till --_! 1 w co as os rn rn Q ` r co to co r f///7/71/1 ! 1117 1 11��1 11--1 w r) to co U3 �/ 0 0 00 0 CS 0 A A A A NEW SIDING - HORIZONTAL VIEWNOT USED LANDSCAPE CLEARANCE @ INFILL WALL er) NOT USED 3" = 1'-0„ 101111 3" = 1'-0" Ell 3" _ 1'-0" 3" _ 1'-0" AIR AND MOISTURE BARRIER OVER SHEATHING -- FOLD UP CONCRETE DECK PER DURING WATERPROOFING APPLICATION THEN LAP OVER STRUCTURAL / WATERPROOFING PRIOR TO PLACEMENT OF SIDING (N) STOREFRONT AS SCHEDULED SEALANT CONCRETE DECK PER STRUCTURAL CLOSED CELL BACKER ROD / • (N) WALL AND SIDING PER SEALANT ANUFACTURER'S �I { . SYSTEM PER PLANS SEALANT DOOR THRESOLD REQUIREMENTS .\ [I , ` CLOSED CELL BACKER ROD SET IN CONTINUOUS JOINT FILLERQ COMPOSITE DRAINAGE BED OF MASTIC A MAT - FOLD BACK f j j JOINT FILLER k \ 1 \ f \ 1 f \ i \ f A FABRIC AS SHOWN Iel I AllImmomm SHEET MEMBRANE nimind ! Q GLUE OR TRPS A5 f / / WATERPROOFING RECOMMENDED BY j// � ' ////DRAINAGE MAT 7 f /-� SHEET MEMBRANE WATERPROOF€NG - MANUFACTURER `=. I � �`�EXTEND A5 SHOWN ON DRAWINGS , / //// / IARCHITECTUREMI /� CONCRETE DECK PER STRUCTURAL J CONCRETE DECK PER COMPOSITE DRAINAGE WATERPROOFING ENGINEERING Q MAT - FOLD BACK -- INSTALL PER MANUFACTURER'S KDRAINAGE MAT PLANNING STRUCTURAL FABRIC AS SHOWNU Co / r SPEC€FICATIONS PLYWOOD SHEATHING PER STRUCTURAL INTERIOR S / a ri ,, COMPOSITE DRAINAGE MAT - SHEET MEMBRANE 6" WIDE STRIPE OF WATERPROOFING PLYWOOD JOINT -- MAX 1/16" WIDE A COMPOSITE DRAINAGE MAT - INSTALLED UP PER ::µ CENTERED ON ALI J INT /I/ WATERPROOFING APPLIED TO0 S INSTALLED UP PER MANUFACTURER'S _ PLYWOOD WITH ADHESIVE 1 5896 SW 72ND AVE SUITE soo ` MANUFACTURER'S SPECIFICATIONS SPECIFICATIONS -\ I J PER MANUFACTURER'S PORTLAND, OREGON 97224 Q = I { SPECIFICATIONS NOTE; STAGGER DRAINAGE MAT NOTE: SEE MANUFACTURER'S TEL : 5 D 3 . 2 2 6 . t 2 s 5 �] nr\OMMENDATIONS AND DETAILS FOR FAx : sas . 22s . tis7O SPLICEANDPLOODJOINT TS LARGER THAN 1/16" w w w . C 1 D A I N C . C o M COUNTER WATERPROOFING MEMBRANE EXTEND UNDER ... 8 DRAINAGE SYSTEM AT PLYWOOD WOOD JOINT DOOR SILL PAN ■ ■ 11 1 PLYWOOD PER STRUCTURAL - „ ” IIIIIIIIIIIIIIIIIE / \1111111111111111111111* . ","11----PLYWOOD PER STRUCTURAL PRIME WITH PR€MER PER �1"� PRIME WITH PRIMER PER7//// (rl //X/ ///// 4. 12 = 1 -0 I WATERPROOFING MANUFACTURER'S WALL AND / / WATERPROOFING //:////////r/74/ .- � /� / /�� SPECIFICATIONS SLOPE 1/4" FRAMING PER ////// /� � MANUFACTURER'S 1" 2" PRIMED PLYWOOD II fl1RE,TION OF / STRUCTURAL SPECIFICATIONS - SOP 1/4" / PER FOOT AWAY FROM BUILDING DIRECTION OF SLOPE MAX ' MIN. SHEATHING SLOP E/FLOW = SLOPE/FLOW PER FOOT AWAY FROM (III) BUILDING DIRECTION OF� / 4" / / 6" / SLOPE/FLOW T CC p (N) CONC. DECK @ (N) SIDING 6 (N) CONC. DECK AT DOOR THRESHOLD DRAINAGE SYSTEM SPLICE OD6" = 1'-0" 4. 6" = 1'-0" 0 12" = 1'-0" RAILING WHERE OCCURS PER PLANS 0 PLYWOOD SHEATHING WITH 10d '.t0 FASTENERS AT 6" O.C. TO '�Ss��' " 0 W BLOCKING AND JOISTS ;'��/��0 �, ASPHALT SHINGLES 3 CONCRETE TOPPING SLAB - LIGHT BROOM ASPHALT SHINGLE ROOF TEXTURE AND SEAL - < Z 12 12 TO MATCH EXISTING NEW SIDING '''��/� ROOF UNDERLAYMENT O Q 2X4 WOOD JOIST W/ PRE-FINISHED •/�� 3/4" CHAMFER EDGE, TYP. 5 — 5 0°- SELF ADHERING AIR & DIRECTION OF SLOPE/ W W SHEET METAL JOIST CAP, TYP 1��/� I MOISTURE BARRIER FLOW 1/4" PER FOOT CCZ Imo' .�■ (N) SIDING / COMPOSTE DRAINAGE MAT - WOVEN FABRIC N .' ,I ' '�' =11 ,,L—• 0 - INSTALLED UP PER MANUFACTURER'S 0 , 4X4 WOOD POST, TYP JOISTS PER 10/A4.1 SPECIFICATIONS Q ,. 1„ ' �� y - - VINYL WINDOW SYSTEM . 2X BLOCKING WITH 10d A PLYWOOD PER PLAN - PRIME WITH PRIMER Ir (N) ASPHALT SHINGLE ROOF > I - SEE SHEET A5.1 I TOE-NAILS AT 6 O.C. L .7c m cn i= /� PER WATERPROOFING MANUFACTURER'S CL Q q < O 2X6 SILL PLATE PER 11/A4.1 (2) 2X4 TOP PLATE SPECIFICATIONS - SLOPE 1/4" PER FOOT Q C� 12 • 12 (N) 2X4WOOD JOIST AWAY FROM BUILDING ROUTE FACE TO O Q 5 5Q ACCEPT FLASHING FLUSH WITH PLYWOOD FACE II 0 �` (N) 2X WOOD BLOCKING 4X4 WOOD POST FULL HEIGHT TO • 4X4 WOOD POST A ELEVATION VIEW UNDERSIDE OF JOISTS WITH SIMPSON PRE-FINISHED I , I (BEYOND) OBLONG WEEP HOLES AT 6" D.C. - ALIGN (N) 2X4 WOOD HEADER BC40 POST BASE TO ROOF DECKZ O / r SHEET METAL ..... 1%- WITH DRAINAGE MAT W i� (N) SIDING (8) POSTS TOTAL JOIST CAP W/ VINYL WINDOW SYSTEM II 11 II II II II II II II II ll II II II II Il II Il . II Il ` II I il NA" il '� :: I INSTALL (4) #9 WOOD SCREWS WITH DRIP EDGE, ^ ; ATTACHMENT TO SILL .-I (N) VINYL WINDOW AS SCHEDULED /! MIN. 1" EMBED INTO 2x ROOF DECK TYPICAL d PLATES BY OTHERS / f � SHEET MEMBRANE DAMPPROOFING APPLIED TO >imi I , \ ,//�� /� / / / �, PLYWOOD W/ ADHESIVE, WRAP EDGE 4" MIN. 11 1 (N) SIDING / -/ . HARDIE PANEL cn a4•t I i i •\c''' ' / \ FLASHING 2x SILL PLATE WITH111111.1. (E) ROOF AND STRUCTURE �� 2X BLOCKING SIMPSON SOWS FASTENERS 'T' SHAPED FLASHING I `� - / , VINYL WINDOW (BELOW) � TO 2x ROOF DECK AT 8" i . TO REMAIN r rni � �� ROOF LINE ABOVE O.C. STAGGERED WITH 1" i . I �, ,� NEW SIDING c I MIN. EMBED TO 2x DECKING Z i 2X4 WOOD ROOF JOISTS : : '- (E) -WALL PER STRUCTURAL CC i( 2X TOP PLATE PER 11/A4.1 FLASHING 2 -6" BETWEEN POSTSASPHALT •� �� j i ,� / ATTACH TO SIDE OF POST WITH SHINGLES & 1 i moi; ��' //1: ' �� i I I I I/ 5 __2 1/2" 1\ SIIMPSON A34 CLIP USING UNDERLAYMENT l , �� ile /` —47 / 1/2 SCREWS ;�� 1\ _ I 1 . -- �_w- \ �j_ ,�� / SELF ADHERING - "mss- W SIMPSON GT8Z GAZEBO TIE - 000'! (E} ASPHALT _ _ 1 I 1. \ AT TOP OF STEEPLE AIR & MBARRIER , �+moi SHINGLE ROOF = \ \ INSTALL GAZEBO TIE TOP �� REPLACE (E) ROOFING AS _B. PLAN MEW''' - AND BOTTOM OF JOISTS / REQUIRED FOR CONSTRUCTION _ _ DETAILS SIMPSON GT2Z EACH JOIST ` 1..---_._._..__._..__.._._._.___._.._.__.__._._.__- I I - I ____ OF (N) STEEPLE. INSTALL PER I I �.�, _ . A TO POST AND TOP PLATE (E) 2x ROOF DECK MANUF. RECOMMENDATIONS 7 elA A A A , , SHEET MEMBRANE DAMPPROOFING APPLIED TO A4.1 A (N) STEEPLE @ (E) OPENING (N) STEEPLE ROOF PLAN DETAIL 11 (N) STEEPLE - SECTION DETAIL DECK AT EDGE CONDITIONEXTERIOR NEW & EXISTING WALLS4. 1/2" = 1'-0" " - ,_ L , " " JOB NO. 180140.01 ,� 4. 1/2 - 1 0 4. 3" _ -0" 19 6 - 1 O(.1.(,) r.. ... cQ 2D19 co, P.c./€cA ALL FM'S RESERVED a - r.-7,-._;-:.1.T:4010---__ 7,:ii 4 STRUCTURAL GENERAL NOTES P_;,7141_ CODE CONCRETE CARPENTRY 2014 OREGON STRUCTURAL SPECIALTY CODE, OSSC 2014 1. ALL NAILS TO BE COMMON WIRE OR EQUIVALENT DIAMETER AND LENGTH. +1 �� 1. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: FOUNDATIONS 3000 PSI " j i. _may.. SLABS 3000 PSI 10d COMMON = 0.148"0 x 3" WALLS 4000 PSI16 .msAl s �1 �� DESIGN CRITERIA COMMON = 0.162"b x 3 2. CONCRETE MIX DESIGN PER ACI 318 CHAPTER 5 (BUILDING CODE REQUIREMENTS FOR NAILING FASTENERS NOT MEETING THESE DIMENSIONS MUST BE SUBMITTED REINFORCED CONCRETE) SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER. AS A SUBSTITUTION REQUEST AND APPROVED BY ENGINEER PRIOR TO USE. E0'11RES 4/30 SOIL BEARING: 4/3042.1 SOIL 2,500 PSF ALLOWABLE FOR GENERAL FOUNDATION BEARING PER GEOTECHNICAL BY 3. MAXIMUM W/C RATIO FOR FOUNDATIONS AND WORK NOT EXPOSED TO VIEW 0.58 2. ALL NAILING TO BE IN ACCORDANCE WITH OSSC 2014 TABLE 2304.9.1 GEOTECH SOLUTIONS INC. DATED OCTOBER 29, 2018 MAXIMUM W/C RATIO FOR SLABS AND WORK EXPOSED TO VIEW 0.48 UNLESS NOTED OTHERWISE. 2,500 PSF ALLOWABLE FOR FOUNDATIONS SUPPORTING WIND AND SEISMIC LOADS 4. MAXIMUM SLUMP 4" PLUS OR MINUS 1". 3. ALL NAILS TO PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED ROOF LOADS: 5. SAWCUT CONTROL JOINTS 1/4 SLAB DEPTH. DEAD = 15 PSF 4. ALL FRAMING HARDWARE TO BE SIMPSON STRONG-TIE BRAND OR EQUIVALENT SNOW: BASE = 25 PSF 6. CONCRETE AND REINFORCING TO HAVE SPECIAL INSPECTION IN ACCORDANCE WITH SPECIFICALLY APPROVED BY ENGINEER. GROUND = 10 PSF OSSC 2014 SECTION 1704. 5. ALL FRAMING HARDWARE IN CONTACT WITH PRESSURE TREATED LUMBER TO BE ROOFPARAMETERS HOT DIPPED GALVANIZED41 411 A CEE == 1.0, CT = 1.0, Is = 1.0 7. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON 25 PSF MIN GRADE MAY BE VIBRATED ONLY AROUND UNDER-FLOOR DUCTS, ETC. 6. LUMBER GRADES: 8. CAST CLOSURE POUR AROUND COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. -GLULAM BEAMS, 24F-V8 AT CANTILEVER AND 24F-V4 AT v) o EARTHQUAKE: OTHER CONDITIONS; �. z `f' SEISMIC PARAMETERS: 9. UNLESS NOTED OTHERWISE ON DRAWINGS, ALL CONCRETE SLABS ON GRADE SHALL -ALL SOLID SAWN LUMBER GRADES NOT SPECIFIED TO BE m w o RISK CATEGORY II BE BOUNDED BY CONTROL OR CONSTRUCTION JOINTS SUCH THAT THE ENCLOSED DF#2 OR BETTER; '-`' w z_ N IMPORTANCE FACTOR = 1.0 AREA DOES NOT EXCEED 400 SQUARE FEET. -ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE o a o w MAPPED: Ss = 0.967 Si = 0.423 SITE CLASS: D 10. DOWELED CONNECTIONS TO EXISTING CONCRETE TO USE "HILT!" BRAND HIT-HY 200 OR TREATED. Z DESIGN: Sos = 0.718, Sol = 0.445 w o N w '_ SEISMIC DESIGN CATEGORY = D SIMPSON SET-XP ADHESIVE. 7. MOISTURE CONTENT OF LUMBER TO BE S19% AT TIME OF INSTALLATION. 3 - o -, w FORCE RESISTING SYSTEM(S): R OMEGA CD 0 m m > a LIGHT-FRAMED WALLS WITH RATED SHEATHING 6.5 3 4 REINFORCING 8. PLYWOOD:-FLOOR SHEATHING 3/4" APA INDEX 48 24, EXPOSURE 1; SEISMIC RESPONSE COEFFICIENT: Cs = 0.112 -ROOF SHEATHING 5/8" APA INDEX 32/16, EXPOSURE 1; 1.1 a) °' °' °' °' -WALL SHEATHING 1/2" APA INDEX 24/0, EXPOSURE 1; < � � 1. DEFORMED BARS ASTM A615, GRADE 60. WELDED BARS ASTM A706, GRADE 60. WELDED -NAIL AS SHOWN ON FRAMING PLANS. c� 0 0 WIRE FABRICPER ASTM A185, WIRE PER ASTM A82. � M � � (C) c�0 9. DRILL BOLT HOLES 1/16 INCH OVERSIZE EXCEPT WHERE NOTED LARGER. D 0 0 0 0 0 2. UNLESS NOTED OTHERWISE, LAP SPLICES SHALL BE CLASS "8" TENSION LAP SPLICES. N IN ACCORDANCE WITH ACI 318, CHAPTER 12. LAP SPLICES IN COLUMNS SHALL BE STANDARD `� "' `n 10. DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD BEARING STUDS WITHOUT PRIOR COMPRESSION LAP SPLICES PER LATEST EDITION OF ACI 318. APPROVAL OF ARCHITECT/ENGINEER. DOUBLE UP FLOOR JOISTS UNDER PARTITIONS. STAGGER ALTERNATE SPLICES A MINIMUM OF ONE LAP LENGTH. LAPS IN PROVIDE 1 X 3 OR METAL CROSS BRIDGING AT MIDSPAN AT ALL JOISTS. PROVIDE WELDED WIRE FABRIC SHALL BE MADE SO THAT THE OVERLAP MEASURED BETWEEN 2" SOLID BLOCKING AT SUPPORT OF ALL JOISTS. DOUBLE UP STUDS AT JAMBS AND OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN THE SPACING OF UNDER BEAMS IN BEARING WALLS. PROVIDE 2 X SOLID BLOCKING AT MID-HEIGHT CROSS WIRES PLUS 2 INCHES. OF BEARING STUD WALLS. 3. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS ANFOUNDATION MAXXIMUM ONCCEONS NTERS. ALL BARSAPGS AND ERWALLS. I SPECIFICATIONSIOCING AD HANDBOOK. DOWELALL ARE VERTICAL REINFORCING TO FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE SPECIAL INSPECTION PROGRAM 1. FOOTINGS ARE TO BEAR ON UNDISTURBED NATIVE SOIL OR ENGINEERED FILL PER PLACING CONCRETE. CONCRETE COLUMN DOWEL EMBEDMENT SHALL BE A STANDARD GEOTECHNICAL REPORT BY GEOTECH SOLUTIONS INC. DATED OCTOBER 29, 2018 COMPRESSION DOWEL EMBEDMENT LENGTH ACCORDING TO THE LATEST EDITION OF ACI 318. 2. BOTTOM OF FOOTINGS TO BE A MINIMUM OF 18" BELOW FINISHED GRADE. 4. CLEAR CONCRETE COVERAGES AS FOLLOWS: ITEM CONTIMJOUS (3) PERIODIC (3) REFERENCED STANDARD COMMENTS CAST AGAINST & PERMANENTLY EXPOSED TO EARTH 3" SOILS I EXPOSED TO EARTH OR WEATHER GRADING, EXCAVATION & FILL PER GEOTECHNICAL ENGINEER 4 __ 2" GENERAL #6 OR LARGER 5 OR SMALLER 1 1/2" FINAL FOUNDATION PREPARATION PER GEOTECHNICAL ENGINEER COLUMNS (TO TIES) 1 1/2" 1. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE BEAMS (TO STIRRUPS) 1 1/2" CONCRETE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. ALL OTHERS PER LATEST EDITION OF ACI 318 1) INSPECTION OF REINFORCING STEEL - X ACI 318: 3.5, 7.1-7.7 THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE 2) INSPECTION OF ANCHORS CAST IN CONCRETE - X ACI 318: 8.1.3, 21.1.8 ® STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, MIN. REINF. BAR SPLICE LENGTHS IN CONCRETE 3) VERIFYING USE OF REQUIRED DESIGN MIX - X ACI 318: CH. 4, 5.2-5.4 _ =c _- ETC. OBSERVATION VISITS TO THE SITE BY THE A/E SHALL NOT INCLUDE INSPECTION 4) AT THE TIME FRESH CONCRETE IS SAMPLED TO X - ASTM C172 A'_ OF THE ABOVE ITEMS. ESTABLISHED PER ACI 318 SECTION 12.2 & 12.3. FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM ASTM C31 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH SLUMP AND AIR CONTENT TESTS, AND DETERMINE ACI 318: 5.6, 5.8 = PLA N N [N G DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH BAR SIZE LAPTHE TEMPERATURE OF THE CONCRETE _ •= • A/E. 6) INSPECTION OF CONCRETE PLACEMENT X - ACI 318: 5.9, 5.10 = . ' 3. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS GR FOR PROPER APPLICATION TECHNIQUES OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. 13 60 22" 7) INSPECTION FOR MAINTENANCE OF SPECIFIED CURING - X ACI 318: 5.11-5.13 1 ses5 SW 72ND AVE SUITE 200 TEMPERATURE AND TECHNIQUES PORTLAND, OREGON 97224 4. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH 8) EPDXY ANCHOR PLACEMENT X I - I I PER ICC-ES REPORT FOR ANCHOR T E L : 5 0 3 . 2 2 6 . 1 2 a 5 STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. 14 60 29" 9) MECHANICAL ANCHOR PLACEMENT - X I I PER ICC-ES REPORT FOR ANCHOR F A X : 5 0 3 . 2 2 6 . 1 6 7 0 W W W . C I D A I N C . C 0 Al 5. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS 5 60 36" STRUCTURAL STEEL AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. NOTES: 1) MATERIAL VERIFICATION OF HIGH-STRENGTH 1. VALUES SHOWN ABOVE ARE FOR CLEAR COVER OF 1 BAR DIAMETER MINIMUM AND BOLTS, NUTS AND WASHERS 6. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. HE SHALL BE RESPONSIBLE FOR CLEAR BAR SPACING OF 2 BAR DIAMETERS MINIMUM. WHERE COVER OR BAR SPACING A. IDENTIFICATION MARKINGS CONFORM TO ASTM - X APPLICABLE ASTM MATERIAL SPECIFICATIONS; ALL CHANGES NECESSARY IF HE CHOOSES AN OPTION AND HE SHALL COORDINATE IS LESS THAN THIS INCREASE LAP LENGTH BY 50 %. ALL DETAILS. STANDARDS SPECIFIED IN THE APPROVED AISC 335 SECTION A3.4; 2. NO BUNDLED BARS. CONSTRUCTION DOCUMENTS AISC, SECTION A3.3 7. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL 3. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE. I STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE - X I (1) GOVERN. METALS 2) LTING 3) MATERIALIo VERIFICATION OF HIGH SOF STRUCTURALTRENTH OSTEEL I X AISC, SECTION M2.5 CC 8. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW A. IDENTIFICATION MARKINGS CONFORM TO ASTM - - SHALL BEAR THE SEAL OF A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STANDARDS SPECIFIED IN THE APPROVED ASTM A 6 OR ASTM A 568 STATE OF OREGON 1. MISCELLANEOUS STRUCTURAL STEEL TO BE ASTM A36, FY=36 KSI, UNLESS NOTED OTHERWISE. CONSTRUCTION DOCUMENTS 9. ALL DETAIL CUTS SHOULD BE CONSIDERED TYPICAL © LIKE CONDITIONS 2. STRUCTURAL STEEL BEAMS TO BE ASTM 992, FY=50 KSI, UNLESS NOTED B. MANUFACTURER'S CERTIFIED MILL TEST REPORTS I - I - I ASTM A 6 OR ASTM A 568Clii, OTHERWISE. 4) MATERIAL VERIFICATION OF WELD FILLER MATERIAL A. IDENTIFICATION MARKINGS CONFORM TO ASTM - - 3. TUBES TO BE ASTM A500 GRADE C, FY=50 KSI; PIPES ASTM A53 GRADE B, FY=35 KSI. SHOP DRAWINGS STANDARDS SPECIFIED IN THE APPROVED AISC 335 SECTION A3.6; 4. BOLTS TO BE ASTM A325, UNLESS NOTED OTHERWISE. CONSTRUCTION DOCUMENTS AISC, SECTION A3.5 OLL W SUBMIT SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR THE FOLLOWING: 5. WELDING TO BE BY CERTIFIED WELDERS USING E70XX ELECTRODES IN ACCORDANCE B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE - - I Q imlia Q O 1mon .REINFORCING STEEL WITH AWS STANDARDS. 5) INSPECTION OF WELDING - - 6. ALL STEEL TO HAVE SHOP COAT. 1) PARTIAL/COMPLETE PENETRATION GROOVE WELDS X - I AWS D1.1 REF. NOTE (2 & 5) Z (1)I... ~!) W g 2. STRUCTURAL AND MISCELLANEOUS STEEL INCLUDING WELD INSERTS AND ANCHORS2) MULTIPASS FILLET WELDS I X - CC w r cC 3. GLULAM BEAMS 7. STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS TO A/E FOR REVIEW PRIOR TO 3) SINGLE PASS FILLET WELDS > 5/16I X - AWS D1.1 REF. NOTE (2 & 4) a M ,CNI 0 FABRICATION. 4) SINGLE PASS FILLET WELDS < 5/16" - X Z 4. TRUSS JOIST 8. STEEL WASHERS TO BE USED AT ALL BOLTED CONDITIONS. 5) FLOOR AND DECK WELDS - X AWS D1.3 I C c 9. BRACING RODS TO BE INSTALLED TAUT; ONE STANDARD TURNBUCKLE PER ROD MAY STRUCTURAL WOOD I I I a STRUCTURAL OBSERVATIONS BE USED. 1) NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE - X 2014 OSSC 1705.11.2 REF. NOTE (6) 10. LATEST AISC, SJI, AND AWS CODES APPLY. ALL CONSTRUCTION PER LATEST AISC WIND/SEISMEC FORCE-RESISTING SYSTEM CC p E CONTRACTOR TO NOTIFY STRUCTURAL ENGINEER TO ARRANGE FOR A STRUCTURAL OBSERVATION BY THE HANDBOOK. INCLUDING E-- ENGINEER OF RECORD OR HIS REPRESENTATIVE 48 HOURS PRIOR TO COVERING UP THE FOLLOWING. 11. ALL CONCRETE SCREWS SHALL BE "SIMPSON TITEN-HD" ANCHORS, "DEWALT SCREW-BOLT" A. WOOD SHEAR WALLS wZ Co) OR APPROVED EQUAL WITH ICC-ES RATING FOR MATERIAL INTO WHICH INSTALLATION B. WOOD DIAPHRAGM 1. ROOF SHEATHING NAILING AND STRAPPING 2 TAKES PLACE. C. DRAG STRUTS D. BRACES rs 12. ALL ADHESIVE ANCHORS TO BE ASTM A36 OR ASTM A307 W/ "HILTI" BRAND HIT-HY 200, E. HOLDOWNS >1.1 SIMPSON SET-XP ADHESIVE, DEWALT PURE110+ EPDXY OR DEWALT AC200+ ACRYLIC POST-INSTALLED CONCRETE ANCHORS 13. ALL REFERENCE TO HEADED STUDS SHALL INDICATE AUTOMATIC WELDED HEADED PROGRAM FOOTNOTES: Ilimilmi STUDS (NELSON OR EQUIVALENT). (1.) THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH 2014 OSSC CHAPTER 17 BY A CERTIFIED -E Z Z 1. ADHESIVE SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, A. ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL 14. ALL EXTERIOR STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED OR STAINLESS U.N.O. REFER TO THE MATERIAL SAMPLING AND TESTING SECTION, THE PROJECT SPECIFICATIONS AND THE SPECIFIC GENERAL ADHESIVE ANCHORS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTORS AND BUILDING OFFICIAL ANY MATERIALS WHICHCC N ADHERENCE TO THE PROVISIONS WITHIN THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS ENGINEERED WOOD JOISTS FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. B. AT THE TIME OF ANCHOR INSTALLATION, IN ACCORDANCE WITH ACI 318-14 SECTION 17.1.2, SPECIAL TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. limn ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS C. WHERE THE AUTHORITY HAVING JURISDICTION OVER THIS PROJECT REQUIRES ADHERENCE TO ACI 1. DESIGN, FABRICATION, AND ERECTION IN ACCORDANCE WITH THE LATEST EDITION OF (2.) 20INSPECTION IS NOT REQUIRED FOR WORK PERFORMED BY AN APPROVED FABRICATOR PER 318-14, SECTION 17.8.2.2 INSTALLATION OF ADHESIVE ANCHORS IN HORIZONTAL TO VERTICALLY APPLICABLE ICC-ES REPORT. CONNECTIONS AND BEARING MATERIAL TO BE SHOP 20114fAL 4 OSSC 1704.2 o CONNECTED TO JOISTS AND DESIGNED AND FURNISHED BY JOIST FABRICATOR. OVERHEAD ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS (3.) CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT ALL TIMES OBSERVING CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACI AND IN ACCORDANCE WITH ACI 318-14, THE WORK REQUIRING SPECIAL INSPECTION (2014 OSSC 1704.3). PERIODIC SPECIAL INSPECTION MEANS THAT THE SECTION 17.8.2.2. PROOF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR 2. CONTRACTOR SHALL SUBMIT DESIGN CALCULATIONS BY A CIVIL OR STRUCTURAL SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING STRUCTURAL APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. NOTE: THE STATE OF OREGON DOES NOT ENGINEER REGISTERED IN THE STATE OF OREGON FOR REVIEW PRIOR TO MANUFACTURE. SPECIAL INSPECTION IS IN COMPLIANCE. REQUIRE ADHERENCE TO ACI 318-14, SECTION 17.8.2.2. GENERAL NOTES 3. ADDITIONAL JOISTS WILL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL (4.) ALL WELDS SHALL BE VISUALLY INSPECTED. 2. MECHANICAL EQUIPMENT. A. MECHANICAL ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL (5.) ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR BY USING ANOTHER APPROVED METHOD. 4. CONTRACTOR MAY SUBSTITUTE EQUIVALENT ENGINEERED WOOD JOISTS HAVING A 80.1 MECHANICAL ANCHORS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT CURRENT ICC-ES REPORT. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ADHERENCE TO THE PROVISIONS WITHIN THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. ALL DETAIL CHANGES. SHOP DRAWINGS SHALL INDICATE ALL DETAIL CHANGES REQUIRED. (6.) SPECIAL INSPECTION IS NOT REQUIRED WHERE FASTENER SPACING OF THE SHEATHING IS GREATER THAN 4" O.C. PER OTHER CRITERIA CONSIDERED IN EVALUATION OF SUBSTITUTION REQUESTS MAY INCLUDE - -QCO 2014 OSSC 1705.10.1 & 1705.11.2 JOB NO. 180140.01 FIRE RATING, SOUND TRANSMISSION DATA, ETC; CONTACT PROJECT ARCHITECT FOR LIST ©2019 CIDA, P.C./aDA ALL RIGHTS RESERVED W OF APPLICABLE NON-STRUCTURAL PROPERTIES. Y '\./ FOUNDATION/FRAMING LEGEND ! MELDWINGS oil FOR DRAINS, SLOPES, AND R in---- "'"--------------------- ------------------------------_,, � COL. CENTERLINE OF COLUMN 114,14. -OTHER FLOOR DEPRESSIONS NOT SHOWN. ��I \ CONCRETE FOOTING-- SEE SCHEDULE THIS SHEET AQ DOWEL INTO EXISTING FOOTINGS WITH #4x4'-0" WITH • SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, AND I = © 4" EMBED SET-XP EPDXY WALLS NOT SHOWN. .� • SEE SOILS REPORT FOR ALL FOUNDATION AND SLAB SUPPORT it',.. ��k ilii.4-00,7 ' REQUIREMENTS. THIS IS TO INCLUDE ALL EXCAVATION, FILL AND FILL PLACEMENT REQUIREMENTS. leamEaviolq I -- • VERIFY ALL WINDOW AND DOOR WIDTHS AND HEIGHTS WITH • L-- I ARCHITECTURAL DRAWINGS. (E) BASEMENT SLAB I I I I 1 I— 1 II I it • ANCHOR NON SHEARWALLS WITH 5/8"0 J-BOLTS WITH 7" EMBEDMENT TO REMAIN _ © CENTERLINE OR 5/8"0 TITEN HD WITH 5" EMBED AT 32" O.C. (E) FOOTING TO REMAIN NOTE: ALL DETAIL CUTS SHOULD BE CONSIDERED TYPICAL 0 AT ______„.. LIKE CONDITIONS. 41 40 - - O INDICATES ADDITIONAL SNOW DRIFT PSF . ♦� ..1P-.• DRIFT # PSF LENGTH N v' z cn II 11 II II I I I I 1' II II 11 I{ II A I 7.0 ( 1'-9" ~ L LENGTH ). FOOTING SCHEDULE z .T w E WALL TO REMAIN I ( A w 6 v' IL z_ O A MARK WIDTH ENGTH � REINFORCING N�TES, M ? Q W - I © FOUNDATION/FRAMING PLAN KEYNOTES n NOT USED 3 o m mo > o_ 7:7-(E) FOOTING TO REMAIN I I Q 1^ '-•- •:14.‘"-- - 6 I I (] 1 -6 15 C• . :'' O w rn rn rn rn rn IMP NOT USED C 4'-O" CONT. 1'-6" SEE 6/S2.1 0 I I 19/32" PLYWOOD SHEATHING 0 M LO CO CO © © I I ® © NAIL W/ 10d ® 6" O.C. EDGE & 12" O.C. FIELD 0 0 0 0 0 L t _ (E) BASEMENT SLAB_� TO REMAIN STRONG AXIS PERPENDICULAR TO JOISTS O 3/4" T&G PLYWOOD WITH LIQUID APPLIED OR SHEET MEMBRANE WATERPROOFING APPLIED TO PLYWOOD FINISH WITH 3" CONCRETE TOPPING SLAB WITH #3 BARS AT 18" EACH WAY AND LIGHT BROOM TEXTURE OVER COMPOSITE DRAINAGE MAT REMOVE EXISTING DECK FRAMING AND REPLACE WITH 16" RED-I65 CD 0 16" O.C. W/ SIMPSON IUS2.56/16 HANGERS U.N.O FLOOR LOADING: DL=60 PSF LL=100 PSF Q REMOVE EXISTING DECK FRAMING AND REPLACE WITH NEW (E) CONC. BASEMENT WALLFILL BETWEEN WALLS WITH FRE 0 14" RED-19OHS © 16" O.C.--SLOPE PER ARCH. CUT DOWN TO 6" BELOW DRAINING FILL (E) FOOTING WHERE OCCURS DL = 17PSF EXTERIOR GRADE SL = 25PSF O (E) STAIRWELL TO REMAIN 2 = O (N) OVERHEAD DOOR BY CLIENT WITH (3) 2x10 DF-L #1 PER 4/S2.2 Q (N) CONCRETE BASEMENT WALL PER 6/S2.1 NORTH 1 BASEMENT FOUNDATION PLAN 1 = - I - • - N - FRAMING NOTES: 15895 SW 72ND AVE SUITE 200 / PORTLAND, OREGON 97224 A-- ' '1} 35'-4 7/1 6" • SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF OPENINGS. T E L : 5 0 3 . 2 2 6 . 1 2 8 5 rl — -1. • PROVIDE (3) 2x6 HEADERS PER 1/S3.1 AT OPENINGS IN STRUCTURAL WALLS U.N.O. F A X : 5 0 3 . 2 2 6 . 1 6 7 0 jam \ / \ �� W W W . C I D A I N C . C O M 1 � � ' , /I i i 0Alk (E) EXTERIOR WALL TO REMAIN © ® CONTRACTOR TO INSPECT EXTERIOR WALL FOR WATER DAMAGE AND REPLACE --._- STUDS/FRAMING AS NECESSARY0 (E) BASEMENT BELOW TO REMAIN--NOCC______„-------.- ) 1 I II II CHANGES URE TOAT FLOORTHIS OA __ I I ( I ( 1 I ( I I I I I I I TIME I t I t t t I I I 1 t I I I I I IA i II © I I I t I I I I I I I I 1 I I I I V itv I II ee II II II 11 I I II 11 II II I 11 I �A I I t t I I I I I t I t I t I 2 >I° W ®© o Q0 I II I I 0 11Q -----.7.''. ...- I I I I I I I I I I I I I I I 1 t I I I Z v_, w I I I i z NO U i 1 1 1 I I I I I I I I I 1 i I I Z .� Q I I I O 7-1>76—„ I Q Q w I I / ( Qcc QR N I I I 1 1 I I I © 6 O V I t © 9 CONC. STAIR PER A :CH. © b I �i tl ® } O ® ® �► Nir �� I I I I N O F' ® ` I `�M� t I t I I I t t I I t t I I Z W 0 I i I I I I t I i I I I © ›. I I I I I I / I ® I'm �{ I J I 1 1 I I I I I I I ► I I i I I\ N 0 I I I I I ' z Q ® I I I I I I I I I I I I I Li Li Cr (E) CONC. BASEa ENT WALL �/ CUT DOWN TO 6" BELOWZFILL BETWEEN WALLS 6 oicEXTERIOR GRADE (E) CONC. BASEMENT WALL I WITH FREE DRAINING FILL t I I I t I I I I I t I t t tElm CUT DOWN TO 6" BELOW I I I ® A X EXTERIOR GRADE I I I I I I I I I ( ( + I I I in — Y' I I I CONCRETE RAMP PER ARCH. v \--(N) CONCRETE WALL ON FOUNDATION/FRAMING r 8 (E) WALL PER 8/S2.2 PLANS SEE ARCH. VW J Sill NORTH 2 FLOOR FRAMING PLAN JOB N0. 180140.01 6, 811 1/4" = 1'-O" ©2019 CIDA, P C./CIDA ALL RIGHTS RESERVED 4•r 4. P /•♦ r t V ....7. •4...:uticief pip .0t oAliSpil' '-*.. 4 'EXPIRE& b/Soy9 I 41 41 V Z v, E Z W W L acc Z Z W 0 0U z J IY Lu Q m m > CI_ IIIII W 0, 0) 0, 0, 0) Q \ \ \ . \ D N —• OO O D W � coco M � D OO O O O L e ,_ N h') NOT USED• NOT USED NOT USED 4 NOT USED 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" S2. 3/4" = 1`—a" © ♦.'. .,♦ • /* . • ' ® •~� —'. ROOF FRAMING SHEATHING PER PLAN E.. 8i TOP OF (E) WALL TO BE ® • PER PLAN Vilr REMOVED PER PLAN • .._.. • r FLOOR FRAMING . . • �I c. i PER PLAN 1 "1:tiIct-4 1 111111111-- '^I I'lll'll�I 'I�I1III11illitii III�IIIi�Ii1irtill �I ' (2) #4 CONT. BARS AT ♦ , i TOP OF WALL : �� z--(N) CONCRETE WALL AND �•.�.,�.•' i FOOTING PER 6/S2.1 ' f fr fil i I 1-1-1111-1i I111-111= III ROOF JOISTS PER PLAN i to ca 4 • T61 1 1 • #� FILL BETWEEN NEW • .�y� �+4. FIN. GRADE WHERE OCCURS FILL BETWEEN NEW WALL AND EXISTING �.... ,, 4.. .•' 1II 11 i 1 III I ARCHITECTURE WALL AND EXISTING WALL PER PLAN WALL PER PLAN PERF. PIPE WITH GEOTECH _ie (N) 7 1/4" CONCRETE WALL ALL WITH ITH #5 VERTICAL BARS ® 8" O.C. AND p #5 HORIZONTAL BARS AT 8" O.C. ____07 (N) CONCRETE WALL PER 2/S2.2 _...."\,.._ ENGINEERING NGINEERING PLANNING INTERIORSFABRIC WRAP tp,IABDEcri% ANTE4\ —ET0"—XP EPDXY EMBED INTO NEW CONC. WALL E CONCRETE SLAB (E) CONCRETE SLAB 15895 SW 72ND AVE SUITE 200 { ) REMOVE AS REQUIRED • (E) CONCRETE SLAB PORTLAND, OREGON 97224 REMOVE AS REQUIRED FOR FOOTING INSTALL REMOVE AND REPLACE AS NECESSARY TEL : 5 O 3 . 2 2 6 . 1 2 8 5 FOR FOOTING INSTALL TO tNSIALL WALL FOOTING E CONCRETE WALL TO REMAIN FAX : 5 0 3 . 2 2 fi . 1 8 7 0 (E) CONCRETE SLAB (E) CONCRETE SLAB (E) CONCRETE SLAB—N ) (E) CONCRETE WALL TO REMAIN BEND VERTICAL BARS INTO1 I I www . c I D A I N c . c o M _ FOOTING BELOW "'' '''''5"k, rik ' SI T 1 L -- _ =I —1�( I I = fes— v.13::.:.. ..:4.: . I I-1 I I—III— '-'III—III—I I i I—E I I—III— -III—I i I I I - qti . ., r I t III III I l T 1 I I I II III I i r \ = J ip � ,, 7 1/4" j (5) #5 LONGITUDINAL BARS TOP AND '—"I HI BOTTOM AND #4 TRANSVERSE BARS AT CI) ppy+��. ;; ,:�' 2'-S" 1'-6" 12" O.C. TOP AND BOTTOM $10:. :1$ .�; ��,:� FOOTING PER PLAN (� .:�; ,• �(E) FOOTING TO REMAINCC qJ a -.�e /� /� ,� lJe +�.:.•6 V° • .e.e Ve e • . :(�•_14, e{� B — 1 WW `:ucY ' .ai:� — — � s ; s. I I—I I I^t I I— 7-171-1 I I— I I—[!I—I 1I— NEW SLAB AT EXISTING WALLEllil 6 NEW WALL AT BASEMENT NEW WALL AT NEW FRAMING s NEW ROOF FRAMING AT EXISTING WALL 1/2" = 1'-a" S2. 1/2" = 1'-0" 1/2" = 1'-0" 32. 1/2" - 1'-O" 0 o dd >in W P IMO_ Q O L z _; W Er N O CC GUARDRAIL BEYOND AT FLOOR LEVEL —,V_— Z r < M d cc a CO CC Q 0 WALL PER 6/S2.1 cc o0) I— .1— 0 • FE 0 WV z FINISHED FLOOR 8 BEYOND PER ARCH. . 0 >IIM cNc 1 r >- I- - . . . . . . . . ia �e sl P+ L i CC Q Pc r P o I v c I . CJ EI] z C N FOUNDATION DETAILS L U 3 FLOOR JOISTS BEYOND PER PLAN y 82.1 ,,,, co 12 FLOOR AT ROOF INTERFACE JOB NO. 180140.01 / S2. 1" = 1'-a" ©2019 CIDA P.C./CH)A ALL RIGHTS RESERVED w r. CONCRETE WALL PER 6/S2.1 A DBL 2x KING STUD U.N.O. / __-��_ PLYWOOD SHEATHING-- � 10d FASTENERS AT 6" O.C. A FASTEN TOGETHER WITH , .! _ • '► WALL PER PLAN // (2)PT 2x8 LEDGER WITHROWS 1 fid ® 8" O.C. k4,41112316,Y.241.1...tilWd% � �• •4x8 PT SILL PLATE WITH 1/2"0x6" SIMPSON TITEN HD (E) WALL TO REMAIN 5/8"0x7" EMBED J-BOLTS © 32" O.C. ANCHORS AT 12" 0.C. / U.N.O. ON SHEARWALL SCHEDULE ¢cc FULL-DEPTH 1 3/4" LSL I ! 0/30,/ I 10d FASTENERS AT 6" O.C. w I I BLOCKING BETWEEN EACH JOIST / EXPIRE& PER PLANu PROTECT BLOCKING AT EXISTING CONCRETE (E) RiM BOARD TO REMAIN J.--(N) FLOOR PER PLAN (E} SHEATHING TO REMAIN u A 1/2" PLYWOOD SPACER(S) �/[SHEATHING � uu ., u u u u � � � / M \ // 216d © 12" 0.0. TYP .� 44 ill '( ti i + I • i�• ROOF JOISTS PER PLAN .r//•1 T .iia 11) z cc Z FLOOR JOISTS PER PLAN /1=1 w • HEADER PER PLAN--ATTACH W/ SIMPSON LCE4 a '-' N • (E) FLOOR FRAMING CLIP EACH SIDE AT EACH END (4 TOTAL) c a z CD ix JOISTS PER PLAN WITH TO REMAIN --SEE DETAIL A-A FOR (3) 2x HEADER cc Z L w i- I SIMPSON ITS HANGERS PT 2x8 LEDGER WITH I 1 I SIMPSON CS16x6'-O" STRAP AT HEADERS IN SHEAR WALLS o m o�-o > o` 1/2"95x6" SIMPSON TITEN HD ,�_ JOISTS PER PLAN �� I I I I I CONC. WALL PER 6/S2.1 ANCHORS AT 12" 0.C. I �\ 2x FLAT BLOCKING BETWEEN STUDS • w 0> . rn a, rn PT 4x8 LEDGER WITH 2x BLOCKING Q � � 5/8"0x8" SIMPSON TITEN HD --� --LOCATE AT PLYWOOD SHEATHING c� `� co o co PANEL EDGES 0 ANCHORS AT 8" O.C. (E) CONC. WALL (1) 2x JACK STUD L o r 0 0 0 A FASTEN TO KING STUD WITH (2) ROWS 16d ® 8" O.C. — `V "' ' "' JOISTS AT CONC. WALL AT CONC. WALL JOISTS AT EXISTING WALL HEADER DETAIL 1,. = 1,-0„ 1„ _ 1'-0" 1„ = 1'-0" 1" = 1'-0" 4x PT SILL PLATE WITH 5/8"0x7" EMBED J--BOLTS ® 32" O.C. PT LEDGER PER 2/52.2 COUNTERSINK AS NECESSARY (2) #4xCONT. BARS AT TOP OF WALL (2) #4xCONT. BARS AT TOP AND BOTTOM OF WALL ROOF SHEATHING PER PLAN ROOF SHEATHING PER PLAN EDGE NAILING PER PLAN ____v-_,_ SEE 2/S2.2 FOR ADDITIONAL SEE 2/52.2 FOR ADDITIONAL AINFORMATION INFORMATION PT 4x8 LEDGER WITH • (E) WALL TO REMAIN • • (3) 10d FASTENERS TO (3) 10d FASTENERS TO 5/8"0x8" SIMPSON TITEN HD ANCHOR AT 12" O.C. EACH BLOCKING BELOW EACH BLOCKING BELOW ROOF SHEATHING PER PLAN ROOF SHEATHING BEVEL TOP EDGE TO MATCH TOP CHORD SLOPE i III - - - - - - PER PLAN nil (E) RIM BOARD TO REMAIN II lOd FASTENERS AT 6" O.C. Iji"'i "`_" ""�a Rte,. • I I lir f 1.1 • 1 . !Ws a. .n..r. 61 I./S '-,./// L° __.. ..�,,,, ,�,. _ . .,e ARCHITECTURE (E) SHEATHING TO REMAIN LEDGER PER 2/S2.2 1 3/4" LSL BLOCKING BETWEEN JOISTS ENGINEERING • I1 7777:i_ "77 '' '/ _ +7 s �•� PLANNING ROOF SHEATHING PER PLAN • INTERIORS f----"---7- )(1 SEE 2/52.2 FOR ROOF JOISTS PER PLAN - y, ADDITIONAL INFORMATION FULL-DEPTH LVL BLOCKING EXTERIOR SHEATHING /FIRST THREE BAYS AT 48" O.C. 15895 SW 72ND AVE SUITE 200 ROOF JOISTS PER PLAN WITH _ KNEW JOISTS PORTLAND,0 OREGON :176227:045{ IXl L1 « • PER PLANSIMPSON ITS HANGERS �. FAx : 503 . 22s . (E) FLOOR FRAMING I (N) CONCRETE WALL TO MATCH THICKNESS OF EXISTING www . c i D A i fv c c o M TO REMAIN WALL BELOW WITH #4 HOR20NTAL BARS AT 12" O.C. 111 (N) CONCRETE WALL TO MATCH THICKNESS OF EXISTING BLOCKING FIRST (3) - #4 BARS TO TOP OF WALL AT 8" O.C. WITH 8" WALL BELOW WITH #4 HORIZONTAL BARS AT 12" O.C. • SIMPSON SET-XP EPDXY EMBED INTO EXISTING WALL • • #4x4'-O" BARS AT 6" Q.C. WITH 8" SIMPSON SET- XP BAYS AT 48" O.C. • EPDXY EMBED INTO EXISTING WALL SLOPE OF WALL TO MATCH ROOF - /---st—- / -:: \_, - (E) CONCRETE WALL 4 i (E) CONC. WALL (E) CONC. WALL (E) CONC. WALL -----V`-- (E) STUD WALL0 CC-- __iv_ ROOF JOISTS PER PLAN ---/\/-- 19NEW WALL AT EXISTING BASEMENT C.6) NEW ROOF AT EXISTING WALL TRUSSES AT EXTERIOR WALL s TRUSSES AT EXTERIOR WALL 1 " - 1'-0" 1 " = 1'-0" 1 " = 1'-0" S2. 1" = 1' p" 0 de o > W #4 DOWELS AT 36" AN " (2) #3 CONTBOTTOM OFPWALDL #4 BENT DOWEL INTO RAMP 24" 24 © I < 0 O.C. EMBED 4" W/ p 0 EPDXY ADHESIVE (2) #4 CONT. BARS TOP AND RAMP PER 11/S2.2 L Z CO LJJ BOTTOM OF WALL W SLOPE PER ARCH. cc m N CC 5" #4 BARS AT 12" O.C. HORIZONTAL z T O #4 AT 12" O.C. / AND #4 BARS AT 12" 0.0. VERTICAL $ aM d #4 BARS AT 12" O.C. HORIZONTAL / ' Q C/) CC CONC. CURB BEYOND ±� STAIR AND NOSING AND #4 BARS AT 12" O.C. VERTICAL °�bo°°Cb,Q6g°Iao°0RD o°6$ w O Q �� REINFORCING PER 9/S2.2 #4 DOWELS @I 2'-0" 0.C. x 2� 2 ° Oo Q0..0 to aC 0 C3 A 4" EMBED WITH EPDXY ADHESIVE O ° O °�° STAIR AND NOSING O °°CIDVa O 4q7° cr 0 0 #4 AT 24" O.C. / / A P. REINFORCING PER 9/52.2 f _ LEDGER PER 3/S2.2 CURB BEYOND PER ARCH I-1 I I III I I W Cuo) 10 E. 6" THICK WALL AT EDGE OF STAIR / ® LEDGER PER 3/S2.2 I \ #3 NOSING BARS 52.2 4" CONC. RAMP WITH N >mil Oaq°bCb °POS�ao°p�a op°tog #4 BARS AT 24" O.C. #4 AT 12" Q.C. °° °Qo °° ��• FH _ $ 0 . °°(b�a0 o°Qh°%°8a I Bock o�o vo 16,-,)god ado°a 89,3-?, 3 #4 DOWELS, :., —1 1 1 I I I I IFl -_ — • ' o° Q.8--) 000009,k-)°°°o�b8 ( EMBED 3" W/ ,_6171I — I - �' ° O°�� , o h . III 1 1 1 1 1 5 °�`b 'c;> r..,,,,,.. 1 =�I 17, EPDXY ADHESIVE • • '� _c I 1 III III—/' ... t `'`, '• #4x48" DOWEL INTO FOOTING BELOW -n i=I 1 1 <-, I I—III I I — CC CONCRETE SLAB WITH 4" EPDXY EMBED INTO FOOTING • • PER PLANlir BEND INTO STAIR TREAD .y #4 BENT DOWEL INTO FOOTING BELOW 1 Imilli I ' WITH 4" EPDXY EMBED INTO FOOTING X 1 NN_ 24" BEND INTO STAIR TREAD 0 0 �_�» N . VARIES ,� • CONCRETE WALL �` a(�o°o c38(: °°o o°a$ FOOTING WIDE BASE OFO STAIR NC. y a PER 6/52.1 BCgo°° °�O�o`bo°° °00 1 '-6" WIDE CONT. CONC. ,p° s ° \ FLOOR FRAMING 'S' \ o O o 4� o °ecPo 0 -�� 11-1 1 1H — . FOOTING EACH SIDE OF RAMP S ° °. �gS� Oo°o fl DETAILS 1 '-6" WIDExCONT. CONC. —III III I i ��— ��° �°� ° o FOOTING AT PERIMETER OF CONCRETE WALL _� --H 1-1 STAIR WITH (.3) #4 CONT. BARS S2.2 ., PER 6/52.1 I I III I 1I— ,.. s CONCRETE STAIR DETAIL 12,1 CONCRETE STAIR DETAIL ii CONC. RAMP DETAIL 12 CONCRETE STAIR AT RAMP DETAIL JOB NO. 180140.01 S2. 1/2" - 1'-0" S2. 1" = 1'-0" 3/4" - 1'-O" 82. 1" - 1'-0" © 2019 ODA, P.C./CfGA AU_ miffs RESERVED .;i .�. ,.;. •�..