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Plans (4) S 1T20 19-00017 Gs.cos RECEIVE TRINITY COMMUNITY CHURCH 0f�� JUL 1 6 2019 �, CITY OF TIG► RD ,ions . iJlLDlNG DIVISION Q i :�, . -• pORTLANQ • w• � _ - r ":___:‘,4" . +�� rt� 4� �. 7c�``� _-,, „�' � 113°6 ilk \ TIGARD OREGON , ,----1, L i -,----- , , 0 :7,,,,..-i: ,,,, i,,.. - i! - , « rt _--- ----1 - - .k., 7_Th 4 , _ _______--I:7 ,,____-_-_::----1 __:„,,.. 4 .".-,.. .-�. ; is `b i,;,• .4,41 a "`.E 3 sy - ig.:- r.9 --::::1-, -. ,..�+--.-�� _ +: •'�' �4 :Fit4.:. i .,„, ., ,,.. . ., _ 4 P' .' . ,,--', ' r i -. :: 4i. nu ,r ##$ Fnra *: ,fir _-r. -� x .171 j'y -_ ` \ ' 'S ,TRINITY COMM NITYAy CHURCH � 74141 �t, a4` �� - �. A < r,, _ �: �� u:,ti`• .,, „. _,._, _� __� NU r{ - r _ _ as-3w`T' i' q I! _ _ 1 �� i 1 (n 1 f - ' - - --#'' �.'."_. SLY P:+nipff Ln-• _ '*` ,y. .4 -,__„-.4 ,.... f ' i �..lF €- iiT ..... _ - i?GA ,SR r _97223 __ ,; . , -� v. {\ l _ _ w LIXO _ '�,_ - r- I'1 L II ti € '} T- #r� ct • • 3. z I- w � tak,aE ��, ,t'�, �. � :'� _,..,,,4,,,,,.'`� a;. r � is_ �-� (� i5 ?a' y l� W � w � �j �, t �; :, �, ,.. a .... . v- ,r1..- __ i" o m m Y4RKE & CURTIS .,,- _ 't I , CONTRACTOR111111 �. %.r 41 i ,'1"-: .f, -} 111- -1-4-;I:7' ` hs 4:.. ,Ii ' / I i Cr] O) O' co t� O� ��y•y I 1• i I 111 w - -wYf:&. � �"'.- .._ - ,'=1, i- �.R a .. - �a� � Pd� ._. _�rll,�� i ■ it _ �- .' ��7i C 4480 SW 101ST AVE4. ' ,' i ;1, - j' - '. � �� t$>��I�>�� . �� m� - r : � ; > � RF� ' z .€t ��CE CO. � ii: o 0CCB :55644 r r - ,::I ,:".• a ' .�,. , . 7 - 1e ti I z �, F ? O� ,ass.a i..fes': mug > , n�f6 - ',r' �, '\ i € •.tif` 9-�,� .. _ W ir- t\C) c\Dr\- BEAVERTON, OREGON, 97005 i> •' WV F STV=+lItirrial - r�« �ti. � , ; _,;_: - ? :� ;::,__L.Ei y r� oQ Qowh-j , ..? 1 ' ' , -, €, - ow _ IIF'+€iR � s. - - -. .. _�__ �"_?-__ - - - y _ 1"7CD I 1 11Vi< ^T-.. -pF _ Y __ .....rJ...L' _�- I�•�y`�..I 1 €{ - � (n (T): (503) 646 2123 l t . .��: :.: y,rn�, r .: , 1 III --L- _ \ -r: T CONTACT: JEREMIAH DODSON SITE SITE TM NORTH Ilt". VICINITY MAP VICINITY MANLARGED CIDA INC. NO SCALE NO SCALE ARCHITECT/ STRUCTURAL ENGINEER g 1 1 , i LOT 121 LOT 122 � LOT 123 15895 SW 72ND AVE, SUITE 200 I 1 e PORTLAND, OREGON 97224 ,� +♦� i♦ ii i'► ft.* ♦ ii, ` .. .. _ _ . - ji. + 4♦y+y44ttAtss♦'ty�i+y�nt'610+++40♦' +yty♦y+++►♦♦a♦+y44�'�isii•+sy+wIr � � .,�• - 4� 1`ssitstesti1t ', QaT : 503 226- 1285 t `��+t.4+ +4yalyyt•♦♦♦y+t'44+♦♦ �i♦t'♦t'� yt'♦yy4♦y♦++�,♦4i♦yyiyyv4�'@ ►t'++ y♦'44�t''♦t'4+ 'ti +' t'♦ 04 44 4♦ y+'4�0+ yy♦ 4 . U 9 1 a +btttssssstsssttsses-st.+4stsssI+4ttilsk.s+4s;Ss- +♦+++♦+4`+♦ yi♦yy4♦yy4♦y ►♦44s4sti4t,,♦t'44+4+�'►titslitsisststitssitittlittti+ ♦0+4♦+4+.44to* to* sii4 yy 4 ',04 ss+ .4�'4t►s. �, ,` �y♦4`�yi♦4�y+yt'♦yt'♦iyt'++�►`v`f'y+yt'♦4+ii�'+�`.♦y+4♦♦ y4♦y�'+i♦yi t'♦O+yy♦♦yyti4��,, 4♦ i t►♦(F), (503) 226- 1670 - ♦♦++i♦+h ,♦04+,♦44y�►``y+4+ yi '+4iy+'♦ y'0♦t'+yi♦ y4♦+�yiif' yty'��yi♦+`♦►+y`♦y+ ;:' �-`♦+ yt4i♦♦'♦�►�t�`�� - �s-.�.�•' ,O♦ y44 •* '444t•�y♦4�1�i�►yy`yt'��y4t►�yiy�♦ti♦t't+iyt'♦t`�yt.♦t'�ytyiw�yi� ► yit�'y�t►��yi`y�yir*yi,�"%+.�i�''l�'+4�y+°'�+♦y,� 15 PROJECT ARCHITECT. LESLIE JONES 4i�`N.4*t14+.44♦+y+y♦+++4♦+•i♦ +♦ o *♦ 4 4♦ 4♦ 4♦ ++ :•��. ti�tt►+i♦�*�i�+♦♦y t.4`+4♦y+iy�'♦Oy+yOyt►+�yi4 ��O�y�:4♦'`4t►♦t'�yi1+�y4'b►+1y4♦ ++ + y4♦ ♦♦+�°�'♦�t`+y`4`+4�'+y�♦t4iy+�°�♦��+��4yy4� \\ STRUCTURAL ENGINEER: C U RTI S GAG N ER � +a444•4 y♦ 4***4+34+♦4.4** +♦♦4♦+y* yy +♦ yy +♦ y+ °y 4♦ t rya♦♦yy0♦Cyt.♦yyt►♦yyt'+yy0♦yy44+y4i♦yyti♦yyt► .�,,t*+t'♦++y4t'♦ti4t'4�.♦t'+4♦++ti♦y♦i♦e''�ti♦+♦ yiyy�iyyy♦yyyy♦y44♦♦y♦'+�'yyt'♦♦y�►ry+♦ 61 ,04`yt'♦+♦+t'iyt'1t.�4+y♦y++♦t'♦ti♦t► t►y++i4t*4y+♦t'�ytc♦+�y4♦t't+iyi♦y+y4♦i��0+f'1y+4++yi♦♦'�y+'yyO1r`++ 4444�yii+1yit'�yi♦+ +t'♦i!yt.♦t'1 �►♦+�yi ♦y�yt' . ♦♦ �►♦ +� 4♦�y4♦yyt►♦yy+iyy�yy+i t' t'♦ 4♦ i4 ♦+ i♦ 4♦yyt► ►yi♦♦yyti4y+4♦4+4♦4t i�_teo i♦ 4 +tiO�y44��►y'♦ii• \, ;', ' • ` +4`i".�y�♦+��4♦y�y`44syiy+�y♦r�ysyi♦p4�� ♦�yis+`y♦s♦+4•�e,, si ** ♦e,bs ssto4,"+�y♦+`+ ♦y y�♦y�4�+ yob♦♦v♦�yyis iyyyir 1 � ;;'. `1t.+t.4y�yt'4t'�y4�ylyt'♦+�yi♦+Oyi+iy4+�i♦++44+4'+♦♦y+�'a4++♦♦y+i♦t'4y♦�+♦t'♦y♦4♦♦♦+1yyt)14:411414.141:1;:litityl;#44144:11 y♦ f'1► 4♦ 4♦ +♦ t'♦ OARk�4�yyyyyy♦yyt►♦yyt'+yyy +4yyt►♦y4+yyt�♦yy♦4�yOi yt'1t�yti4yy+♦yy4♦yyt►♦y♦t'♦y ♦yyt'iyyti�t'yO♦yy0+ V4+y4♦+4 - ARCHITECTURE �.1441444y+fit'♦♦♦y+t'r ty+4i++y�li y4♦yy♦♦ y4♦ t'4yy4`yyi♦yy4♦yyi♦ yt . ♦t.i:1;:li yyi+ yi#yyi♦yy♦♦ 'o�+i+y+o�++ir+++♦++4♦++♦i+ ir+ ♦��yiy+' + ♦yy♦�yi+�r��`yiryy44+ ♦i�y ►iiy+,� ♦♦ yy♦r�♦++4♦+♦ , y 4♦ t 4♦ 4 � ENGINEERING 4 ' • t►44.44++4♦++4♦+4♦4♦ y+4 i�� ,�.. .. ....`:.�:_�:,�z4l�t+ ♦++y4++t'4Vt► ♦♦+i+++ ii�+yi♦+♦ : -�PROJECT DE + 7.1.:4411411%***4411s.o.+41141.4oitik:-ts + 4 + �++y4y _ ♦♦ ►ii4� ♦��yi �yyyi♦< .,`yyyy PLANNING DESCRIPTION LEGAL i4 ♦ i 9 ii + 4♦ ii ►♦ ii -,a, ? . a �, i♦ y�♦yyiu I lI- ++♦Z+ ♦` ♦h++i♦++4y'+4♦`+♦ ,II ♦♦+y♦4+yyO+ , � iit'+y♦�+yy+♦y♦♦yy+.byy44 • INTERIaRs SITE WORK PERMIT: TAX MAP: 1S134 , �. , , , y4 t► tt4r♦�• ; ' ♦1 ii ♦♦ 4♦ t►♦ ♦� i 1BD I ♦ ♦+ li:4+.s.44♦ 4M` ` '1y4+♦�iy+y ♦y+t'�♦4+�►yii4�*AS•• REPLACEMENT AND RELOCATION OF AN TAX LOT: 7200 �'O♦`+t'4� 4♦`+ti . + �t►++f►♦++4♦+Q4♦++O♦♦+♦�y++NEW SITE STEPS FROM SIDEWALK GRADE TO ENTRY, , i �� +♦ �♦ y�� ,�yy yy �y yy yy yy , �sass sw �zND AVE sUirE zoa EXISTING NON-COMPLIANT PEDESTRIAN RAMP, AND REPLACEMENT OF EXISTING SIDEWALK AT `� J ��t�yt►♦ t�y4 O,► �•, f ��''r-+♦y+t'♦i+ ♦y+ii++ti♦+�4BUILDING. I . 4yyyyyyyy+,, 1 y`yyyyyyyyyyy�yyyyyyyyy*� PORTLAND, 0REG0N972241 y4ts•.- 1 �� y+�t+ s b♦++4♦+-+jti♦t►�at . . , r I . 5 0 . zzs . zaaIyl �,`fy�♦��`i♦` S \ . !11 y. :41:+4.‘.*:::+:..4:1,..'4,.:.:. . .':/c4'....,s.. .s'.. .s: � ♦+,� 4.. . . 1 FAX5 0 3 22fi1 670BUILDING PERMIT: 1QF TIG1�'1 e i#i+yt'iEi y4 Vii\ \�. ` 4 .. �f " 0 R CODE COMPLIANCEwww c i DAiNccoMREPAIR AND RECONFIGURATION OF THE BASEMENT, ROOF REPLACEMENT AND REPAIR OF THE , $r*4 +4� -r' + �►♦ 'STEEPLE. ADDITIONAL SITE INFORMATION INCLUDED FOR REFERENCE ONLY. N �' 411+0+7+fit►+� ` , -�' i �+ ;: ��y �4+v4oETLA i\ , .1.+ !:, .G ttst.tii \ - 3 4•474*******A•0144•4 7, `-' '`'-' ) [ - Hit.4tiiyy♦vi...•►.r4+ 4♦ t►• «t►� ♦'�♦ t�.`''1 `�ii ` I \ 4�`"♦ `+ `ti y .� X44 ' ' flZONING CODE INFORMATION SHEET & RELEASE `, '��+�1+04♦ �`i=`�+ 4�++� - ®�d `� °�'nt. .+`4♦i rt'♦ i♦ t'�►..wiyt'++yt., \� ', ��y,�' yisilk''i't, fr•iit'4t'♦``�4♦++44`+ . .: :: ' �:4 yo♦ yi�e 'y►+"!��y4i++�'it , ,\ Date. .��,_ 1`�~ waw •, �• , 0 JURISDICTION: CITY OF TUALATIN W ¢ e I a +�' y4�►+�yi�t'��+++ +� \ \ t+♦ 4 01 yl;�.�-y�..,►0�.. cul n � � � � � - - _ . - ►.4yyti♦y • ♦'4y�` j�,�►y�yi♦v4♦�'+vt�i ZONE: R4.5 WITH CONDITIONAL APPROVAL 4 �, INDEX �>, +f'♦�`,tjy+b •� ` � \ :;. �; A . : %�`!�+♦yi♦yyyb�i♦yyyyyyf�� ' FOR USE AS A RELIGIOUS INSTITUTION N ` 4 4►�yyt,`+'syy`� \ '` �',.g',1 •� a �.. , ' ' '` y• �4's +,•••*A.y4%s CC1� Q Q ► 41 .;- � `mow ' -'44+.40 t'♦+t,►�++4++4��+o+� 44 t O♦++`�'♦++` - _ *'' t. 44 �� ° ' 4 +4 ♦ 4 4 t'♦ O♦ Oi ti♦„e•�i •CURRENT RELEASE � t�ti,►yyi�yyt►♦� i♦+ ♦++t►♦+ti♦ iu• 1, . '. - +��yti♦i�y�'+t'��►4�♦♦♦+�yi♦+yy+b``'�►t°,�;�+ F F1 q C0 PY SITE AREA - EXISTING: o a o 0 0 0 °CURRENT RELEASE (NO CHANGES) a tktiotril,yiyy�,yi4+1 `-� �`` . �yiy4+�y�►++�yi♦++y4, 1 `• `�►i ♦, +� 4♦ f' �►�i�� fj T COVERAGE: 29,516 SF, 49% 85% ALLOWED) N *PRIOR RELEASE 4 � 4 ♦+ ii+++♦++4♦t'+O♦+► )' _ + ��t• yO •�y+l+�♦p+t►�♦♦+��;.�.� �t•V► \ \ I \ i `.� ♦♦t' ', 4�i♦yyO+y♦t' t.4y+ti' : .4 " `` b �►♦44yy4 yi4yy♦♦+y� 4�1�.�yy \ LANDSCAPE: 30,797 SF, 51% (15% MIN. REQUIRED) \ COVER SHEET 4y+��t'�yi♦++t►4♦ t►i++ �it'it►y4 yyt`yyy+4 `''• . ��' +►� V �� \� a i+yyt'4♦� 4♦+tgg44+ t'4t'� �►44y�,�.4 yti4yy4 <,�.�� \ TOTAL SITE AREA: 60,313 SF (1.41 AC) CJS �, y♦ i� .i t1►y i♦ f►i. ,, � \ • CS 1 COVER SHEET ♦ h♦ t►4 y♦ ♦♦ i♦y4t•♦�*OP �++4��'pi4t'+i4++ �'i��►� o • • • FLS1 FIRE AND LIFE SAFETY \\ yi♦+t+►y'•'• _i.: N4♦t►+ti's ieb,,s4+.+iio7,- �it►` tstst ♦��41 4 \L BUILDING SETBACKS REQUIRED: ` t►yi♦fi+ ° . ♦++t'i♦t►y+�ti�++♦♦�+�i♦+��°6 i�yyt��yy4y+y +�.�,ir�f►��.� t.♦++ti -• iyi♦ yiirayt'♦yy41yy4�`� (E) STAIRS ► �► t� • ��1 o w OFFICE: 20 FEET r L, I' V ♦ +♦ . ----- - _ 4 i�' .�► ++ 44 ♦% \+4.0♦+s+4++:41041 SIDE THROUGH LOTS: 15 FEET EROSION & SEDIMENT CONTROL w �,. ! ,� +ry ---____� �_` J. Citt4ttiot4..+4,444414441i;+� + + + '�� ' t eyy4♦ **** A Q z SIDE: 15 FEET \. \ z I. '� yy+iyy .....-, 1♦►' O♦ t.4 fti • p , \ w• ESC1.0 EROSION & SEDIMENT CONTROL PLAN w a 4+ rJ � .�� fj ��;F` > `++�+*++*►�,1■ \\ ilimm0 REAR: 15 FEET a s + �,_; • >f i��`�I:Alit 1�1 \, O • ESC1.1 EROSION & SEDIMENT CONTROL DETAILS �, **AAA. ''` _a' ' d \ �' }�♦�iyyf \ i4 BUILDING HEIGHT LIMIT; 30 FT (18'-6"t Ff PROVIDED) c~n \, . a Q- 1• \ �-\�T� ��. , ",.1. S• 4♦+1 j (E) R001- LINE (ABOVE) 'y1 �A \\ Z r W LANDSCAPING MINIMUM: NONE .�\ \ \\\\ ARCHITECTURAL .' �`r ,� �f►�`♦t' �� 4�*' t'4 �,o �! Z No • • r �• D1.1 DEMOLITION PLAN ,, `4 (N) LANDSC48-NIL-- AREA �. _�'� 4 2 owm•_ `- 0 5 aF rry �� +�y0. o • • • • A1.1 FIRST FLOOR PLAN `f' ` a �►yi�yt'�` - _` ~.`'. WORK �,ri�Z►'�ii`�`.b�ly+++ - Q PARKING - EXISTING: o a • • • A1:2 EXTERIOR STAIR & RAMP ENLARGED PLANSDETAILS \ +i�4+++ �_� ` i (N) SITE STEPS �i +yy�a�i��+� '4 G TOTAL PROVIDED PARKING: EXISTING (NO CHANGE) o • • • • & &. i�yiit►s (N) SIDEWALK aI ,'t►''.�y♦♦+ ♦t'� ��i�- c Q A1.3 REFLECTED CEILING PLANS , r yiy+♦ i i iw♦`*4+4ii O ,� MQ o • • • • A1.4 ROOF PLAN AND DETAILS ++yy` i r NtIA C+y,'� * ig; f3 N CD I- W Q "`y+♦+yy+♦ _ ":;::. , , r'jr y+♦yy4., a, +J CD o • • • • A2.1 EXTERIOR ELEVATIONS try tj .Nu�► �►` Vis► `♦t�`i n t' \m iLiff a • • • • A3.1 BUILDING / WALL SECTIONS, STOREFRONT TYPES & DETAILS ♦ 4♦ W - ! , >'- 0 • A3.2 BUILDING SECTION -- SHEET REMOVED 06/18/19 +,♦ii ~~ �i t� 1 m I• ♦ � � � : '-1. \ � � � N ADA t►♦ i♦ 44BUILDING DE INF - `' - , -_ O `♦ ♦ y♦ CO ORMATION o • d 4+`♦+' ti \ : L __ 14:1111.4444:4? i4♦a♦i�� 9 .� > Z r A4.1 DETAILS - \ _� COMPLIANT RAMP w ' \ ``' it:4:414 ♦y o _ - \� e oo • • A5.1 INTERIOR FINISH PLAN -- SHEET REMOVED 06/18/19 QS y4+ i .,: �: �4 -\ `� ,# � +- bDESIGN CODE: 2014 OREGON STRUCTURAL Sf ECIALTY CODE (OSSC) ! +ii+ � a '' :. >IM OCCUPANCY: A-3 9 ♦iy�' o ti I ° �. '." �i♦ s• u ,v CONSTRUCTION TYPE: V-B (NON-SPRINKLERED) ` \'N\ ‘1. STRUCTURAL '' \ 4♦ yt►♦t-s ;'4:.� 6 . \: . . ';, *****4*y'y4e yi♦yyi - € \\\\\ � \ i♦ +♦ 4 a.. % i •{is 4♦ e F'' o • • • I S0.1 GENERAL STRUCTURAL NOTES =. ++4♦++ �: 4 �r �►•.�fig °�\ ~�- wyv* ♦ ♦ +V♦++y1 +4♦4♦♦ i C BASIC ALLOWABLE BUILDING HEIGHT (TABLE 503) 40FT o • • • S1.1 FOUNDATION/FRAMING PLANS 4 . y.�14+yyyy _ U' '.. * - -1v+yi�y+*vve4,- y f t• * yyyi*y+yyi♦ ♦+ }, ,r; BUILDING MAXIMUM HEIGHT 35'-6" EXISTING • • S1.2 ROOF FRAMING PLAN -- SHEET REMOVED 06/18/19 1td b�c��+tiii+ + t�«"►- ♦yy�►4�+`, �� ' `►\�\ +� ` ��+t+►i++�i♦++ii` t►♦4 �`� 1 6 w��' tii++ .. :gin.:, tit, t yi♦y ♦yyti4WW►4 y44yy+S� ►S-y4"ss+i40+y♦+++'♦ U aBASIC ALLOWABLE NUMBER OF STORIES (TABLE 503) 2 STORIES o • • • S2.1 FOUNDATION PLAN t;.,, �yt�yyytji . .. ' y' t'yit�y�0♦ y yyi�yy4�'yyy4�yyyti4yyh�.`yt�yi yy `yyyi�yyyt•�yyPROPOSED NUMBER OF STORIES 1 + BASEMENT o • • • S2.2 FLOOR FRAMING DETAILS \ I. / +4++`\ +o 4 its14b�„O+4__4♦ 4+ + 4♦ 44+ 1 1 4♦ i - ,� 4 +♦ _ : . *J �� •.��441++ii+ `�►yyt'♦♦♦�i♦i+i •telli• it'♦+.♦y+i♦t't+'yi♦41it' _°��• • S3.1 ROOF FRAMING DETAILS - SHEET REMOVED 06/18/19 1 I i4+�►♦♦y- ��+ i♦ t►b 44 t'4 i♦ ii 4♦ Cr � BASIC ALLOWABLE AREA PER STORY (TABLE 503) ;� ;% ?ry�'iy � _++►,►`+♦f►� y+��j� yy+=`?,y?yr►+��r'�'►� i+++++t►4++♦♦`+,t�;♦ "�'�• ° 9,000 SF • • 53.2 ROOF FRAMING DETAILS - SHEET REMOVED 06/18/19 �! +♦ - -0� 4'� titi►�'"r' `> i'� ti i+ �' i♦may . yy�'�ytt►� �♦t►+y♦i4 i♦,`�+� ��`.�� ii ► +4 ii +4 +i 4 i!> +4F• • S3.3 TRUSS DETAILS -- SHEET REMOVED Ofi 18/19 1 yi+y♦tri 8 ! r a4 �►i 'h'4 t'`� �i� 4� i f'♦ 't* �.b+•�jyvbfj�►iy�► ti�`♦ � �4 vi'i'i 1/ ii ♦' i 7 044♦�4iyyt'♦wgi♦,�yi♦yy4 �,y41► .- t'i. `O�y �; �i ♦�BUILDING AREA: ' +�yyyi. - / ''♦i�yt►yi'`y+♦4� ►�ti♦ytiy+��'Gyy�,y+�♦i'�.'iiy+ty'♦+��' i �' tiiy �►+ �iviyt'�y♦BASEM ENT: 7,357 SF 4 +i t'♦ +4 ii ti tii 3♦ i♦ i♦ +♦ ►4 +♦ Vit'♦ + �,lst► 'tip► ty1. ii + ° ' s44 ss v , ��+ii++i♦�'+4i� �►1O+Vyi+tyt'♦ yi♦yy�yi�'Nue* ►pyi♦i♦i•y+♦y♦ti ��t'♦ 1ST FLOOR: 6,052 SF t �, ♦ i♦ {,+ i♦ O ii 4 +♦+ ♦+ 44 +i '4 i4es +4 ** ' . + TOTAL BUILDING AREA: 13,409 SF ' is*4m- i+i�'+i♦y+ 0'►y♦+i4c•Q'ti+t►+i�►t•+•ct►++4i► ��y �yii+�,�i♦!i♦yyt►14*44yyYc��;?♦♦ %s 4♦ * 1'� s O♦r+♦ i♦ +'♦ 44 i i♦ .., +♦ 44 4♦ +4 ♦s4� 1 : . ♦ ,4♦ 44 .+♦ i♦ ♦ i4 +i , 44 4♦ ii �> 4♦ i♦ 4♦ ♦ ii4 •� . .♦ 4 hy�,_t.�4�: i4 +♦ v3 4♦ 44 ii+ �`�ti��+♦+++♦+ t►44+4♦ire . ,DEFERRED SUBMITTALS i 1, I 1 ,\ \ --___ TABLE 601 I } I \ \ \, -------_ , COVER SHEET AND V-B - 0 EXTERIOR WALL RATING MECHANICAL, ELECTRICAL AND PLUMBING BY SEPARATE PERMIT. SITE PLAN TABLE 602 NORTH X < 10' V-B 1 HR MINIMUM RATING SITE PLAN CS1 X > 10' V-B 0 HR MINIMUM RATING *e CITY OF TIGARD 1" = 20' Approved by Manning JOB NO. 180140.01 S Date: 1 6-1 f © 2019 CIDA, P.0-/ODA ALL RIGHTS RESERVED V LJ Initials: S( xu i,,:--2-,'„1,.':,:-,-;-;::'.,t'•;,',:._,, ...,:,,:.,,,.,,.,,,, __ - _ _ 4 4 eD �► , '` , PLAN LEGEND �� CLASSROOM � ' I� —J` -.... Cus,,,euEL JOIES - ., OFFICE- ROOM FUNCTION • 207 SF I i / CLASSROOM ` N. /100 OCCUPANCY LOAD FACTOR 1/20 / 160 SF ` i 27 OCC TOTALOCCUPANTS • CLASSROOM 1 10 occ (E) EXIT dr CLASSROOM I I j 'N N I 261 SF II 437 SF 1/2a I \\\\ tt306 t� 8 OCC I (E) EXISTING 3 20 //.. I 1/20 1 13 OCC ` / I22 OCC ` / ` \\\ INDICATES EXIT TRAVEL DISTANCE (E.T.D.) / \ II • ■ 4100 INDICATES EGRESS PATH OF TRAVEL 1 ® ILLUMINATED EXIT SIGNAGE \ ii // / CLASSROOM ♦ \ / 373 SF \ ® ILLUMINATED EXIT SIGNAGE WITH \ DIRECTIONAL ARROW CLASSROOM CLASSROOM / 1/20 (L) CLASSROOM \ 1 523 SF 1 521 SF / 19 OCC437 SF I 1/20 I 1/20 \ / 1/20 1 126 OCC I 26 OCC / / 22 OCC , 1 /11111 1 I- re z 1 1 w z n Lb' o al _ ~• �eJ FIRE �xrrOoR Z ID D CI J W ..."....""""..................""..."....."""""""...../ / il r O m m j a I( SANCTUARY 1 ' PLAY 2,268 SF c 1 1,968 SF I FIXED CLASSROOM cri61N r o 0 1/50 4 64 OCC i o a o a a cr) cr) ¢ 409 SF 7 40 OCC CLASSROOM 1 0 • 21/20 I 1 u, N �, I 521 SF 1 1/20 I 126 OCC J J .� (E) EXIT 0 1i /I 1 0 • 1 \IN o T.R. l 1 DAY CARE / // • • 261 SF \ ® T.R. i / T.R. 1/35 \ \ --- --- • OFFICE ' // 9 OCC �� I 152 SF ITCH EN . • ' 1/1 ao 2s� s \ j HALLWAY , • • ' I 2 OCC / ni11:111( _ , . 1/100 \ \Nss„, , / 3 occHALLWAY \ /OFFICE • E EXIT \� 1 152 SF / / ��"��♦ T.R. �• 0 1 1/100 / ♦ \ �,` 0 (NI 1 I 2 OCC / / ARCHITECTURE • o L-1• \� _ ` I •• o I / ENGINEERING ra 1 . ¢ I) PLANNING - - ¢ INTERIORS s OFFICE + �� •_ ENTRY ; STAN Qw� 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 471 SF TEL : 503 . 225 . 1 285 192 SF J r— - v 1/100 _ . . I 1/15 FAX 5 0 3 2 2 6 1 6 7 0 2 OCC 7 ELECTRICAL ■ (E) EXIT (E) EXIT ■ -ri I 32 OCC • www c I D A i N c . c 0 ii 002 - i II-- 1F 11----11 11 1y ) I1----1l 11-----n 1I----11 J 1 STORAGEI 414 SF STORAGE L — 64 OCC 1/300 1 990 SF (411:0 2 OCC 1 1/300 4 OCCCI:: 11 ti, it INFILL PER "i. I �� STRUCTURAL ►r I ' ' ��4A iti 't 0 ' ir-I , ii o ›.. w tyl irk A I— 0 d ri=ems._. - 4 / /•� Ill 04 d ,, d 4 4 c 9 4 4a 4 as a a 4 4 W Z LL a d o a4 A ' Ie N o M 0 4 c n a d d •4 4 0. . a 4, 4 d d' 41 4 tl 4 4 _ �, d a d A 4 .d �4 4 4.$d- .1 a 4^ 4 V -d A a 4 .. 4 .1 • IX M d Q C/) LL W Q cc CD NORTH NORTH >- O 0) F-- 4. 1 EXITING PLAN - BASEMENT EXITING PLAN - MAIN FLOOR PLAN Z 0 Lu Al. 1/8" = 1'-O" 111111. 010 1/8" = 1'-0' )11— g c, 0 z dCC FM. `c u) J O 4 ?-- •E'C W J --- FIRE LIFE SAFETY PLANS U 0 .4 FLSI co JOB NO. 180140.01 ©2019 oak P.C./C1QA ML RIGHTS RESERVED 0 g . 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Cji I & ' \\ \ - \ z il • , a a lal a I ' 44Aki‘NO.. I .. 4 , ' 1 I I / I 1 Silt.40 11 PVP o D __„,"//:, 40.., .. ,,44,*„.4t.s44,4044.44*.sits044, _ L!: 0 ' *to -- Olga %N' ,. 4414 4+1* st IA** .--------"" - 10*sik silo +44 • * ss s A \ ' alai 4 ,( 1, .., -,-- **loss. a 1 .,, ,. I . , , , , - - st o 0 ss ss. :1 , 1 \ - , -- - 42 7i II = r : •' .. � - — ' >-• `� r-,ti.�� n.,rw.rrrr,rrrr + - ' •.4* 46441§4 ■ s s l4****41*v SS SS ',1 ., sit r�atv, 7 d.-,,,--„,„,-------- -gr--101,--7-- _ - 4***44441****44,4010•16***40 ' i— - ._ ,„.... _ i 1 . 1 (AlmoopiAt 444*******,.. 44 tr _ i 1 11 , '\ stt-s440%444 ., " -, -- -\:>':''\' -- +41 kt#8+%***** I* +s . _ k, " 14' ,- - tot\b 1 ‘ iss‘)C> 1 Iler101‘ " I \ CONCRETE WASHOUT IS.4:44 1: 444 40"4004" 1**V1 1414)14144t44+44%:44V ? 3 ''-- °1 4 ' � �( %4T4+ �� , `> � � � I .-�`,. PER DRAWING NO. 904 +ss Z i****44440141NPAPS14441"V‘i• '>• ' ' 5!:,, Lu 0 i \ / -EXA 10166:40" , Y -4 41I4 p4t414 1 41 Oil* I .. * 7'-.°---- -,‘ C----'-- Ir4 I 1 1,4 6. Iti I* .'. SS • ---: siklit. 44, ,Aiklp-ss ,' I \ >,,/ .--- ,,, xv\A• '1k ' - t : . 44444***4..NSS 1 11 - ' - 1 foi- '4sArkrit $ I `, �` __ 7 :i10„ NOTES 4041444054810111. ' ' 44841V,* , .,---',° ' *St 40"0,41mtiki4" ---,-- '. - - 440:\ I d- „ .74&. *44‘, 44.44* ' "-` ESC1.0 14 SS dt*44i%.*Siti.V r*****844 4 01"4 4 "1 1,°' 'C x '' -' ''' ' ' s' '/\\ - ' ' ' SS% �► ; L�� ' 40'Villittk' �, fir.• * --- 7 ' ' • ' - 1-4 0 --- - +11o' ' 'k ti 1 ' ' -\•:$411ilk . , o04tt* ' s_ Its* SEE ESC1.1 FOR STANDARD EROSION EROSION & i \\ Z1 - -.)c - I \ 5111"4 \ \ 4440:A, , c, , 1 a �____w : ********4 14101"tb+A.4 ta CONTROL DEtRILS. SEDIMENT CONTROL I �` ■ kIlb,POP•i A PLAN ,. ,,, tittAistleot.. s44404•44 tio".* 4'10' , , ,7.,-,.--- ._ - -,,- \ - . . . , ._, ,_ - . a , _-, Nrspivi,:s4 s% ss >. ,- ' - - ! I ,., , , ,. .. . . ' . . ,,..„ \ 09 , . ___,...„ ::„....______„. i., \ ,N. , i � �i i iii i i � + i :z y 6 11 \ ' N o �`� �� `- EROSION & SEDIMENT CONTROL PLAN XOB No. 1$0140.01 o - I ' I S 1 r\ \�� \ ~ter` 2659 0C1B ;;i0[M ALL Rlp , R:;,4 D B 4 1i 1 \� % �\ �'\ 1 _ 1" - 10'—Op `4 � ';` . 6, a;�i.- �t =t3�:�� `, ems;'. NOTES: 1. WHEN RAINFALL AND RUNOFF OCCURS,A KNOWLEDGEABLE AND EXPERIENCED PERSON IN THE PRINCIPLES,PRACTICES, EXISTING GRADE MAY BE USED SHORT TERM I N, INSTALLATION,AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE MUST PROVIDE DAILY NOTES: IN/ UTILITY WORK AND W/ INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS. 3' BY 3' MIN AT PHASING OF DEVELOPMENT ==�-4 �';•. 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH 1. WASHOUT FACILITIES SHALL BE BOTTOM OF I7%i.: G1f1<>N�=::! MAINTAINED TO PROVIDE ADEQUATE - ! -.= __ --7..- = WASHOUT TO i ,N,.r :w , MAY 31ST EACH YEAR. • HOLDING CAPACITY WITH A MINIMUM !lir- CONTAIN `3. DURING WET WEATHER PERIOD,TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY. FREEBOARD OF 12 INCHES. ,II CONCRETE \ 1 piiiii+►.?, uulii+t%A A 1;'rill I►;u td'AM`!.tlp ___I � AIM: -1r1,moillt 1 REBAR �3R BAG REMOVAL 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL 2. WASHOUT FACILITIES MUST BE A .lill k ti FLOW `� r+rl�illll+3 I nUtil[lu TIMES DURING CONSTRUCTION.THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF :IIID IIS+�+�� •*.'a�� ---� !!j'�i'i`" !+!s■i�'�� VIW`� I i =ifllIll �ll i GLEANED, OR NEW FACILITIES MUST s I-- v �•-�•• A111.I1,1i111[ ;t' a nr fHIIIIE+Ir+n I I'cfllllw+rull EXPOSED SOIL IS ESTABLISHED. BE CONSTRUCTED AND READY FOR ;I_ EI:0 :.:. 1•,••.• ,+t11M1lhlI I::!' !`+' AIM 1111+' - 1{IIIiYi,ll11' CATCH BASIN GRATE USE ONCE THE WASHOUT IS 75% ,a-.! _------ — __ _____ _ _. . __ _ _ _ e, r LEGEND •� �, 40. r— -..... CURE J. ` , `' F.O.F. FACE OF FINISH e-4.--e7 • / `/ \ F.O.S. FACE OF STUD ff , PORTLAND, OR // ./ \ \\\ / ` •` Ti?. TYPICAL OF / \ DEMOLISH EXISTING / \/ o / / ' ` \ / \ / \/ \ N \ GENERAL NOTES �. 41 n / \ 1. APPLICABLE CODES: ALL WORK SHALL BE IN CONFORMANCE WITH ALL "' z / \ FEDERAL, STATE, AND LOCAL CODES. SPECIFICATIONS AND STANDARDS M w zo \ SHALL MEAN, AND ARE INTENDED TO BE, THE LATEST EDITION, AMENDMENT w_ in I OR REVISION OF SUCH REFERENCE STANDARD IN EFFECT AS OF THE DATE a c� OF THE CONTRACT DOCUMENTS. z (E) ROOF STEEPLELL, ,�, I ~��l TO BE REMOVED �� 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTION. o o Q w 1 1� l 3. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED i CO m I 1 j j 1 CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT w o, o, a a, o / 4 ALL TIMES. o N n 00 0 CO 0 ) 4. CONTRACTOR TO COORDINATE REQUIREMENTS FOR MATERIAL AND FIXTURE o 1 \ '''. I i SALVAGE AND REUSE WITH OWNER. iii0 0 0 0 0 a 1n 4 I 5. THE CONTRACTOR SHALL COMPLY WITH ORS 757.541 TO 757.571 REQUIRING - f 1 j NOTIFICATION OF INTENDED EXCAVATION TO UTILITY PROVIDERS. J6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES SUCH AS GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM o VAULT LOCATIONS WITH ENGINEER. 1 EXISTING TO / REMAIN / 7. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED 1 / OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT \\ 0 / REQUIRED INTERVALS. 24-HOUR NOTICE IS REQUIRED. / / 8. EXISTING CONDITIONS BASED ON TOPOGRAPHIC BOUNDARY AND UTILITY \ / SURVEY PREPARED BY EMERIO DESIGN DATED JULY, 21 2017. \ / 9. FINISH GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT IN 10 FT OF THE / GRADES SHOWN AT SUBGRADE AND TO WITHIN 0.03 FT IN 10 FT AT FINISH = I/ v /,_ \, \. , \ \\\, / // GRADE. . , r...- \ \,,, )/// ,,,, rill \\,,,/ 61 ` ‘ ,' // RA / ARCHITECTURE EXISTING TO /10, REMAIN � ' �� r ENGINEERING PLANNING' / 1)/. DEMO (E) WINDOW AND 1 - INTERIORS CONCRETE WALL BELOW WINDOW , _ DEMO (E) RAILING 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 TEL : 5 0 3 . 2 2 6 . 1 2 8 5 . F A X : 5 0 3 . 2 2 6 . 1 6 7 0 WWW . C I D A I N C . C O M -1.---fil ■ r---I 1 `\ 1I..�II • i_ ===4 DEMO (E) DOOR 1 1 /1/ I II- Al 1 9 i''''. =-- ______k__I DEMO (E) WALL AND DOOR DEMO (E) BASEMENT ROOF DEMO (E) RAMP . . 0CC -1 AND RAILING • DEMO (E) BASEMENT . ROOF AND PARTIAL .--..-.._..._._. M / M DEMO (E) RAILING, TYP. BASEMENT YYY DEMO (E) WALL i�• - (SEE STRUCTURAL DRAWINGS) 0 DEMO (E) STAIRS - AND RAILING L.L. >m > DEMO (E) SIDEWALK I ' I --- - . a d < ZOO(E) CONC. BASEMENT WALL . a W W—CUT DOWN TO 6" BELOW EXTERIOR GRADE -- --z ' ° a ' a °G 4 aa ° ° 4 A aA Z -CORE DRILL 2" HOLES © 6' O.C. TO . I 4 ° ° a ° q n adRELIEVE HYDROSTATIC PRESSURE pa C 4 4 M CN 0 Q q di ' a d 4 ° a s a Z .4 e a ° v d °n ° °a 4 4 d a 4 A. 4 a w d a CL O Q WIOC Ce O NORTH 1 BASEMENT FLOOR DEMOLITION PLAN TM 2 MAIN FLOOR DEMOLITION PLAN 0 NOR ZQ o 4. D1.1 1/8" = 1'-0" D1.1 1/8" — 1'-0„ 2 >mil I- z 66 N O CC S 0 0 0 - c DEMOLITION PLANS U T 0 0 Dii O 00 JOB NO. 180140.01 C 2019 co. P.C./ODA AU. Rorrs 0 RESERVED W , � — � , — _ _ `\ LEGEND •�� s� —r �� LJOIE'S - 101 ROOM NUMBER e•-/ • // / , " \ 101-A DOOR NUMBER PORRAND OR vA t 306 ilk // `, � \ X ! ! DuLE/ / \ F-O.F- ISH \ \ / \ CENTER LINE / \ \\ TYP. TYPICAL / / ` \ (N) WALL / \ / \ \ / \\ \\\\\ \ \ <----. � / // / 2 EXISTING TO NOTE: w_ z/ - --k 1o REMAIN 1. ALL DIMENSIONS ARE TO CENTER OF WALL UNLESS INDICATED. c� w 2. SEE EXTERIOR ELEVATION A2.1 FOR (N) STOREFRONT INFORMATION. cr 0 I— w o; l \ 3. SEE FLS AND ENLARGED PLANS XXX FOR ADA REQUIREMENTS z a v I W Ir� I 1 k I 1 I I- ( 1 ( I d 'RI n �i \'`... } KEYNOTES THIS SHEET w CD O o 0 0 0 ® / 2 O (N) WALL -- Lry - N rn �t yrs i 2X6 CO 16" O.C. WOOD STUD WITH PLYWOOD SHEATHING AND ii i 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 © o I / 2 PROVIDEASREQUIRED.(N) WINDOW SEEELATEV (EATIONS) OPENING.A2.1 & INFILL WINDOW WALLTYPES ABOVE/BELOWA3.1 INNI , \ / 0 (E) ROOF TO REMAIN \ i_____ ___ / 0 NOT USED \\t0 .000000.00,0•o\II \ 1 ./ / O (N) E: ME 11111fil 1 (E) HALLWAY (N)\ ` � / :r� (N) ETE STAIRS61 1 / EXISTING TO `' , / O ARCHITECTURE 0 (N) CONCRETE RAMP PER ADA REQUIREMENTS REMAIN \_ 0 \ ENGINEERING ii 1 0 (N) CONCRETE CURB WALL PLANNING1111) iii K\----iINTERIORS_ NOT USED +I U' S iLf j 2 0 STAIR © ' 15895 5W 72ND AVE SUITE 200 (E) COPY (E) HALLWAY M� O Z - © ST-1 (N) LANDSCAPING -- GRADING TO BE NOT MORE THAN 30" PORTLAND, 0REG0N 97 224 --- r i L . ... ® BELOW FINISH ELEVATION OF DECK AT ANY POINT WITHIN 36" OF � cn I 005 1 001 � -- EDGE OF DECK. TEL : 503 . 226 . 1 285 M x .—H N, x 2 ENTRY ,� > ry w 100 FAX : 5 0 3 . 2 2 6 . 1 670 I 1 0 - © W W W . C I D A l N C - C O M a I 7 ELECTRICALo ® \ i _ 0 (N) STEEPLE AT ROOF -- SEE DETAIL 9/A4.1 cn PO I1-- 0 `° TYP. 0 NOT USED N BASEMENTco : 11----41 11-----11 11-----11 . 1--) AL _ / 2 ® (N) OVERHEAD DOOR BY OWNER PO 1 BASEMENT 004 �' i Q STORAGE a 0 (N) SWING DOOR, TYP -- SEE DOOR TYPES 3/A3.10 co - 003ID I 0 0 EXISTING . ti, 0 II (N) CONCRETE WALL PER STRUCTURAL DRAWINGS CC +. `e t' 0 (N) CONCRETE WALL AT MAIN LEVEL PER STRUCTURAL. CONTRACTOR I I S: 4I a`r TO CONFIRM WALL CONDITION AT BASEMENT LEVEL. REPLACE WALL AT 1 INFILL PER 0111,1s, `� c I I 4�� '/I' �' 01 BASEMENT LEVEL IF REQUIRED. a STRUCTURAL 0yr4' vo_ 1 1 % c r v1iy` tie` A1.2 (1 g (N) CONCRETE SIDEWALK0 K18) al 4.� �'a J ,, \ . .__.. . . __. _- e >1. >L--il 0 4.- • �,�. - trfA FLOOR PLAN GENERAL NOTES o1.111.11<1 < zz — a ° 1. CONTRACTOR SHALL VERIFY AND CONFIRM ALL CONDITIONS AND M mks It (f) w ��.4..4a ° ♦ ° Q DIMENSIONS AND NOTIFY ARCHITECT AND/OR ENGINEER OF ANY Z 1— a 4 tl 4 ° A ° ° ca ° ° 4 DISCREPANCIES PRIOR TO START OF WORK. © ° ° <° a ° a G' d. 4 ° ° ° ° .° A. ca M , 0 G e. A a ° ° ° 4 2. FIRE EXTINGUISHERS SHALL BE LOCATED AS REQUIRED BY SECTION a 4 ° 6. a ° ° 906, IFC. SEE FLS PLAN FOR APPROXIMATE LOCATIONS. < CI COORDINATE FINAL LOCATION WITH FIRE MARSHALL. Q (f) CK 19 2 3. GLASS USED IN DOORS OR GLAZING LOCATED WITHIN A 24" ARC OF W Q Q THE NEAREST VERTICAL EDGE OF A DOOR OR IN AREAS SUBJECT TO IX O — Willi NORTH HUMAN IMPACT OR OTHER HAZARDOUS LOCATIONS SHALL BE >- Qn TEMPERED OR OF AN APPROVED SAFETY GLAZING MATERIAL PER SI 4111 BASEMENT FLOOR PLAN4. 0 MAIN FLOOR PLAN SECTION 2406, IBC. Z V O 1/8" = r--0" 1/8" = 1'-0" 4. LIGHT AND VENTILATION NOT INDICATED ON THESE PLANS SHALL BE PROVIDED AS PER SECTION 1203 & 1205 OF THE IBC. >1.1. 5. PROVIDE EXIT ILLUMINATION AND SIGNAGE PER SECTION 1006 & SIGNAGE PER SECTION 1011 OF THE IBC. 11 o ci 6. APPLICABLE CODES: ALL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL, STATE, AND LOCAL CODES. SPECIFICATIONS AND STANDARDS SHALL MEAN, AND ARE INTENDED TO BE, THE LATEST EDITION, AMENDMENT OR REVISION OF SUCH REFERENCE STANDARD INCC O EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS. Immi2 LANDSCAPING BY OWNER. a i c FLOOR PLANS .' U :CT Q A1.1 .:,. OD JOB NO. 180140.01 / o ©2019 auk, P.C./CILIA All ltlt9i15 RESERVED a 0 w II 1I II II I I II II II II II II e , ,,„ .„,,.. ..,, J. X115 - fi 0'-7 5 j8° (N) CONC. CURS WALL .. 12'-8" .P" 5'-O" ABOVE (E) BASEMENT WALL / CLR. CLR. 12 _ (N) GUARDRAIL @ (N) CONC. A FORUMS, OR CURB WALL. T.O. GUARDRAIL ' �� A4.1 9 I 42" A.F.F. MINIMUM. �� © Mr PROVIDE (N) f GUARDRAIL © (N) - (N) CONC. SLAB CONC. PATIO. -. 10 12 ABOVE (N) BASEMENT WALL NOTE: T,O.GUARDRAIL 42" f A1.2 H w N PROVIDE 42" GUARDRAIL AT EDGE OF ANY WALKING SURFACE THAT IS A.F.F. MINIMUM IF `- I o �- (N) CONC. CURB WALL LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE GRADE VERTICAL DISTANCE v ABOVE (E) BASEMENT WALL BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO THE EDGEOF tn TO ADJACENT o` ITHE OPEN SIDE. (OSSC 1013.2) 4 4„,, LANDSCAPING ( EXCEEDS 30", TYP. (N) GRADED LANDSCAPING 2C-, cn z vo `° 4" HIGH M LAJ w o CONC. CURB �� " � a 3 AT RAMP \ 6 o�c z �, w cr w o cn Z ,' 3 5 Q w z f 2% SLOPE o m m > c in i6 w am o a) a) a) Mr a \ \ \ \ \ \ . O c� n o o °° -�` �� 1 1 w O O in O O 0 '- \ \ \ .. CO n (1) N L!3 i ' 1.-0 6" 5'-0" 23'-5" 5'-0" , �' LANDING r CONCRETE RAMP ' LANDING ' 60" MIN 0 TURNING SPACE AS ENLARGED RAMP I STAIR PLAN REQUIRED PER ANSI 405.7.4. 411111) 1/4" = 1'-0" 2 4 3'-0" A.F.F. T.Q. HANDRAIL 4 1-1j2"0 PAINTED STANDARD STEEL NOTE: GUARDRAIL NOT REQUIRED AT RAMP PIPE HANDRAIL EACH SIDE OF RAMP, ,1‘ DUE TO VERTICAL DISTANCE OF LESS THAN 30" OR APPROVED EQUIVALENT. PER OSSC 1013.2 1-1/2°0 PAINTED STANDARD4'-10 1/2" 3/4" CHAMFER, TYP. 61 o ,STEEL PIPE HANDRAIL EACH SIDE °1 ARCHITECTURE OE RAMP, OR APPROVED 1-1/2"0 PAINTED STANDARD N MI EQUIVALENT. STEEL PIPE HANDRAIL EACH 2" DIA. x 8" GALVANIZED PIPE SIDE OF RAMP, OR APPROVED SLEEVE CAST I N TOP OF WALL ENGINEERING CONC. CURB WALL BEYOND EQUIVALENT. CONC. RAMP P L A N N i N 1-1/2"� PAINTED \T.O. INTERIORS ,` T,O. RAIL STANDARD STEEL PIPE • T.O. RAIL CONC. CURB WALL BEYOND -,�-, ( _ HANDRAIL OR APPROVED . T.Q. RAIL = `RAIL FINISH GRADE 1/2" MAX BELOW 15895 SW 72ND AVE SUITE 200 -__ EQUIVALENT. `� I la \ °� I �, ADJACENT RAMP FINISH SURFACE PORTLAND, OREGON 97224 I w�.kT.O. WALL �` O ill �^-- -i-----.,-_._____________-rt __ 1 b A I \ TEL ; 5 0 3 . 2 2 6 . 1 285 nJ y I _( �_____ S \ FAX : 5 0 3 . 2 2 6 . 1 6 7 0 F.F.E. I '' M ___ A_4 . �1 - f \ �' '� ___: _ ._�, ,. ----_ — a °L I H , - CONCRETE WALL---- REINFORCING www `r? � - I *\ a - -._4_1_ - _ NOT SHOWN FOR CLARITY o '1` 1' I�I I F.°' p I4" CONC. CURB ,. Z - �"' a i° - LANDING ` \\\\-- w =ATTITH ,1I 'T , NOTE: ALIGN POSTS TRUE & PLUMB \ F.F.E BEYOND ` GRADING LANDSCAPING 1/2" ¢ x - - -/�2 1/4' IN PIPE SLEEVES, GROUT SOLID WITH 4'-7" \Th CONC. STAIRS 1- w MAX BELOW ADJACENT cn NON SHRINK, NON METALLIC GROUT. 4" CONC. CURB FINISH SURFACES o a 5'-0" WELD ALL CONNECTIONS-- GRIND CONC. RAMP SMOOTH. CO) NOTE: EDGE PROTECTION NOT REQUIRED AT RAMP ADJACENT TO LANDSCAPING DUECC TO VERTICAL DISTANCE AT GRADE OF LESS THAN 1/2" PER ANSI 405.9.3 STAIR SECTION / RAMP ELEVATION a RAMP SECTION HANDRAIL DETAIL `� `" `" " `" �' `" �" `" `__ 8 NOT USED 1/4" = 1'--0" ' 1. 1/4" = 1'-O" 1" = 1'-0" 05720-01 3/4" - 1'-0" Cal) 2 2 2 2 .. 40 \ 3'-6" A.F.F. ,--\ 0 Ui 1-1/2"0 PAINTED STANDARD T.O. GUARDRAIL J Q Z T.Q. GUARDRAIL STEEL PIPE GUARDRAIL, OR ., APPROVED EQUIVALENT. i \ 3'-0" A.E.F. LA 0 ammo0 T,O. HANDRAIL 1-1/2"0 PAINTED STANDARD _- 1 1 2" 3 Z N STEEL PIPE RAILS, OR / Z 0 APPROVED EQUIVALENT. i 1-1/2"0 PAINTED Q p , �r PROVIDE LESS THAN 4" STANDARD STEEL BETWEEN RAILS. PIPE GUARDRAIL, [] OR APPROVED ~-- GUARDRAIL - GALVANIZED c4 EQUIVALENT. AND PAINTED 1 1/2" X 1 PROVIDE LESS o < M w Q 1/2" STEEL TUBE POST, OR THAN 4" BETWEEN C7 0 —, APPROVED EQUIVALENT. RAILS. " O ' k-- 1-1/2 PAINTED STANDARD C) 1 1/2" STEEL PIPE HANDRAIL, OR Z 0 1--- 3/4" CHAMFER TYPICAL \ 3'-6" A.F.F. — 1 11/16" APPROVED EQUIVALENT. Lui `- T.O. GUARDRAIL Cl \ 'I CONCRETE WALL 1-1/2 STD PIPE ai 1I II PER STRUCTURAL HANDRAIL, TYP. >MI m '�' I I F f l C \ v / ' T.O. HANDRAIL.Q \ U "LI \ r _ e 1_i ‘#— I: -- f — rrt_ 'Z I ,1" o ,-- p r GRADED 1=1 ^ d - H. -w LANDSCAPING ct o a } FF ELEV. Q .. C _1I- ^ ¢ CC V [I ixLI V N 1I- I p, ' v. p 4 q a C) a U U L U V - _ r') ROOF BELOW PER PLANS C a a -- -- .1_ _ - - - - _ 0 i MEXTERIOR STAIR & r — I - �- RAMP ENLARGED '3 4/ \ �' ^ PLANS AND DETAILS A1.2 a. 9 GUARDRAIL @ CONC. CURB WALL 10 GUARDRAIL / HANDRAIL @ STAIRS NOT USED NOT USED 49JOB NO. 180140.01 1. 1 1/2" = 1'-0" 1. 1" = 1'-0" • 1" = 1'-0 1" 1 _0 ❑ ®2019 am P.c./alx ALL moms MEM 2 2 11161.11111111112 2 es. 4 r RCP GENERAL NOTES 40 J. 1. LIGHTING INDICATED ON THIS PLAN IS FOR DESIGN INTENT ONLY AND IS CONSIDERED A DELEGATED DESIGN SYSTEM. THE CONTRACTOR IS • RESPONSIBLE FOR DESIGNING A FINISHED INTERIOR LIGHTING LAYOUT THAT COMPLIES WITH RECOMMENDED LIGHTING LEVELS PUBLISHED IN THE PORT 1�. t• CURRENT 'IES LIGHTING HANDBOOK' FOR THE FUNCTION OF SPACES 41 ,• 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 SYSTEM (TYPE INDICATED ON DRAWINGS) AND SHALL OPERATE FOR A 4 4 MINIMUM OF 90 MINUTES IN THE EVENT THE BUILDING'S MAIN POWER SOURCE IS INTERRUPTED. z cf) to 3. LIGHT FIXTURES IN GYPSUM BOARD CEILINGS ARE CENTERED UNLESS w zo DIMENSIONED OTHERWISE. � cn 4. COORDINATE PLACEMENT OF DECORATIVE PENDANT LIGHTING WITH ARCHITECT 0 c Li-L 1 3; D- ow AND OWNER PRIOR TO INSTALLATION. w z N ,� 0 m m > a``'. LEGEND I I I I L., rn rn rn a) rn Q \ \ \ \ \ 0 •- n co U) co N O O 1011 ROOM NUMBER 0 M co co co D 0 0 0 0 0 In (A N M VI 11.1.1l 1 OPEN TO STRUCTURE 4 t. - , i _ _ 1,_ N.. . 11 ,, _ , ,, , , ,,„ ....„ .,,,. .,,,„ . , ___ ,......, _ ___j __,______ _____ __ A- I- i 2 EXISTING TO ----\.‘ REMAIN I RCP KEYNOTES STAIR 15895 SW 72ND AVE SUITE 200 ST-1 O NOT USED PORTLAND, OREGON 97224 TEL : 5 0 3 . 2 2 6 . 1 2 8 5 ._, T p Z uFAX : 5 0 3 . 2 2 6 . 1 6 70 ELECTRICAL 2 WWW . CIDAINC . COM ROOM 003 i BA SEK EN " T E A`. EI IE 41 I S OR_GE �■■� ;T )QAC E [,� 0�;1 J 0 IEIC -IT _ CC � 7A-R.-IT SS 1 INFILL PER - STRUCTURAL 0 J >. > OW ¢ O CD .■IIM. F-- 0 Li Z v) w af NTHNORTH CEILING PLAN - BASEMENT NOM .. N""" 0 1/8" = V-0" NIT oco 1,8. =T USED Z = , o Q w ., . :Fc m V) i: 2 La Q ix o >- a CI FL: 50 0 N >- I- z 01 NCIC N c rn 3 ri c h REFLECTED CEILING PLANS s U 5 r A1.3 O Q JOB NO. 180140.01 0 cs ©2019 CIak P.C/CDA IVl RIG1115 RESERVED 0 6" SHEET MEMBRANE 'S ROOFING SYSTEM -- _ ROOF PLAN GENERAL NOTES ��r, 4 -- ,,,,I,ES6.3.:(11 JONES 4. 1. ROOF SLOPE SHALL NOT BE LESS THAN 1/4" PER FOOT r— w / / -�-.tea.aa1W!--�L �' `�� PORTLAND, OR / I Ic I - -� II I / )I 1 ` 11306 • �• PLYWOOD i Al 1�i OF % SHEATHING 1N ir) /' \ /' I K> /4 \/ . LEGEND i -1-._. FRAMING PER STRUCTURAL �' `�\ ______• ROOF SLOPE & DIRECTION AI 41 PLYWOOD SHEATHING / • / `� °DS DOWNSPOUT N 1 T.O. (E) PLATE \Iz ` �_- w l\___ CONTRACTOR TO VRY. HEIGHT °CDPil ‘ CANOPY DRAIN w w O 111111111111.11111111- / \:.: AIR AND MOISTURE BARRIER " T.O.C. = TOP-OF-CONCRETE ELEVATION D- z r, w 31 -0 A.F.F. T.O.R. = TOP-OF-RIDGE ELEVATION Z �' D / \� FURRING PER SIDING MANUFACTURER i X.X.X. T.O.E. = TOP-OF-EAVES ELEVATION o m m > a CEMENT FIBER COMPOSITE VERTICAL SIDING (2) 2x6 TOP R W/ 16d © 12" O.C. I 1 11 - - - - - LINE OF WALL BELOW w ° ° rn ° /\ ' 1 rn V o c w deo I I 1 a M , L0 (00 CO 1 I � O O O O O I I 1 1 I 1 (n � (N 1 1 1 TRUSS JOIST @ WOOD STUD WALL ' 1.4 3" = 1'-0" 06121-04 \ 0 2 \ 0 ` KEYNOTES I. 6" \ / , I." CONT. METAL GRAVEL \ / I / 0 (N) ROOF STEEPLE - SEE SHEET A4.1 I /----------- _ STOP AND FLASHING �� / s �� 7/ / / / / / / / /lk �\ / © (E) ROOF TO REMAIN C �s i " > \ \ / / © NOT USED _ _ - - [7:1--;7: _-=:-_--, - STRAP PER MANUFACTURER'S / k_ _ . _ �.\ ' 0 NOT USED . RECOMMENDATION �� ,'� a SHEET METAL GUTTER -- \\\ ,�'/ © NOT USED • �� ATTACH PER MANUFACTURER'S • 4 . RECOMMENDATION a O BUILDING OUTLINE 3.. /� 2.. / �• • 4 4 O (N) ROOF AT BASEMENT -- SEE DETAILS THIS SHEET. -:----- ----71;1:.--IL-1- __ _ \l REPLACE (E) ASPHALT SHINGLES. P L A N N ( N G d• ,-'�� AI © OCOLOR: TBD - - _ 0 LI• • ° 1 ® ® 2 4 15895 SW 72ND AVE SUITE 200 • ° PORTLAND. OREGON 97224 /� TEL : 5 0 3 . 2 2 6 . 1 285 ' ° 0 DS FAX 5 0 3 . 2 2 6 1 6 7 0 �� W W W . C I D A I N C . C O M • Q a INTERIOR . ' E=IEEE (N) CONCRETE WALL PER STRUCTURAL °d • ° • a . . III I if A nu u a (E) CONCRETE WALL : IniuNI O / : . \ . . 0 - E CCo 3 GUTTER DETAIL @ CONCRETE WALL a. w .4 3" = 1'-0" 07710-0446 • O a 2 ° ° . °' 1'-3 1/9" A F F CU) d 7 T.O.0 - • a a- O a a >>11=1 4 /i_ .\ . .. _ 4Q z W a1 a a' d .a v �\ % O Mir °. v ad:_ a ,, _moi OMEM d ° ad va ° 1 va ° W ,^N° a a .. "v d Z - Ce • LLX,1'-3 ,�2" AF.F. a q V T.O. WALL / ° s ° a v a • . d' _ ° ' ° v a Z %-- O4 d a °a a 4 a a a a cQ d. e ° 0aZ 1/41, SAW CUT-- FILL W/ T ° a CC Q HARDENING SEALANT CONTINUOUS REGLET WM O 1.. SET IN MASYIC NOR ROOF PLANCD . } oCY)4 4 I— A d r- • 2 w Z> E ' .4 CONCRETE WALL PER STRUCTURAL 11. .00,4441%v . ' r/�/ d dg N / Q 4 N CCC 1 O, 3 ' • E 8 dMI MIME SHEET MEMBRANE ROOFING SYSTEM 4 ROOF SHEATHING d ?..9 a FRAMING PER STRUCTURAL DRAWINGS ROOF PLAN & n DETAILS 0 V 0 , 0 A1.4 4 ROOF @ CONC. WALL 5 NOT USED NOT USED 0 JOB NO. 180140.01 - ' 1.4 3" = 1'-0" 07710-07 ' 1.4 3/4" = 1'-O" 3" = 1'-O" DTL-507 E ©2019 CIDA, P.C./CIDA ALL RIGHTS RESERVED E 2 2 7 3 1,eD O O ELEVATION GENERAL NOTES �� 7 1. DEPICTION OF EXISTING CONDITIONS BASED ON PROVIDED 4/ESIJE �' JOIE3 O O O DOCUMENTATION. CONTRACTOR TO VERIFY ALL CONDITIONS SHOWN OR IMPLIED THROUGHOUT THE DRAWINGS AND NOTIFY �. MO, ON 00IMMARCHITECT AND/OR ENGINEER OF ANY DISCREPANCY. 3 1 1411. N. 2. CONTRACTOR TO FIELD VERIFY HEIGHT OF (E) OPENING OF I e4 i DOORS TO BE REMOVED PRIOR TO ORDERING NEW WINDOWS. OF vs a .. �.., ,W, LEGEND ,. II 1 1 I i I Ll I I ! 11 ILI, ( N T.O.PLATE A.A.F. I _ II !ill ' ? � I11 ill (� f it 114 I � iI ,� (E)9'-6"� I , (E) EXISTING FENESTRATION TO REMAIN !EL (E} ' ' (E) {E) F (E} ! (Ejr (E} (E) (E) [E[ ; Ill L[ T N - _ 1 I 1 _ � .: \\I !/ - IIIIIIIII t111111l •I I III ri .. / -3 1/2"± . . 4 < N 11 111 i [H '� _., �� , , I I !I illii -- --1.1r5 4 , - -..• - - FIN. FLOOR AI • 14 r. `� I I f ✓ - =U #r-!'-111!»11=11--1111 .1f= IIIMIOIIMIIIIIII (N) STEEPLE (E) ROOF TO (E) WINDOW TO REMAIN (N) CONC. WALL f�. OVER (E) ROOF REMAIN PER PLANS �� ,Al., Adik 16'--5" A.F.F. Ii II B.O. DECK ® PEAK _ .#;;_ "-II. Se-a---(571.7 .7 pod* oe GUARDRAIL AT AONDTYP11301 gith„ if II RA#LING AT STAIR,•Lib 8A.F � ._.__ ----- .,.,,. ......,....,. (N) RAILING AT RAMP, TYP. T.O. 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CD (.0w O N M 1.0 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-- r3;_:_-,0;:x.7,:;_-,p," 1 3/4" SC WD PAINT HMKD PAINT -- -- GENERAL NOTES: _ -- -- __ -- 1. ALL NEW DOORS TO MATCH EXISTING, HARDWAR OHA HARDWARE TYPE 2 HARDWARE ABBREVIATIONS-- 1 SPECIES, STAIN, FINISH, & HARDWARE. E -- _ 12. THE OPENING FORCE SHALL NOT EXCEED 5 T 3 LBS FOR INTERIOR DOORS, 8.5 LBS NOT USED 1-1 PR. BUTTS NOT USED AL GL - ALUMINUM GLASS FOR EXTERIOR DOORS, AND THE MINIMUM 2 / / FORCE REQUIRED TO CLOSE AND LATCH THE 1 EA. PASSAGE LOCKSET HM - HOLLOW METAL DOOR FOR FIRE DOORS. OSSC 1109.9.9 1 EA. WALL STOP KD "-- KNOCK DOWN 3. ALL HARDWARE HALL COMPLY WITH THE 1 SET SILENCER SC WD - SOLID CORE WOOD REQUIREMENTS OF THE ADA. ill STL - STEELIII WI „ - ARCHITECTURE 3,-0„ / W .I' / w„ .,' ENGINEERING y EXISTING "1yP PLANNING OPENING f U INTERIORS 1 , „ 1 _8 / 15895 SW 72ND AVE SUITE 200 PORTLAND. OREGON 97224 TEL : 5 0 3 . 2 2 6 . 1 2 8 5 t� = FAX : 5 0 3 . 2 2 6 . 1 670 i 1=1I _ _ I W W W . C I D A I N C . C 0 M ¢ w A411 I-- - 7 I H L F.F.E. F.-.E, . NOT USEDNOT USED + MATCH EXST. ADJACENT VINYL WINDOW SINGLE FLUSH0 OVERHEAD DOOR A QTY=O B QTY=O QTY=1 D QTY=8 © QTY=1 QTY=1 BY OWNER V Ir. A A CIC NOT USED DOOR TYPES NOT USED ' 1/4” = 1'-o” T= TEMPERED GLAZING 0 1/4" = 1 -0 0 3/4" = 1 --0 0 ow y > J Q Z ct1.1.1 III o h-- O w U? W 2 z M 0 ce n . w p Q I Q C7 � o2 A . A © z F o e� (..) ,W toNOT USED6 NOT USED NOT USED 3" = 1'-0" 08100-05 ' 3. 3" = 1'-0" 08100-06 0 3" = 1'-0" >m limmill Z CAQ CC ... I- BUILDING/WALL SECTIONS, STOREFRONT TYPES & DETAILS U .. 'c A © Aid Ams© A3.1 s NOT USED 10 NOT USED 0 NOT USED co ' 3. 3" = 1'-0" 4•2. 3" = 1'--0" 3" = 1'-0" JOB NO. 180140.01 ©2019 co. P.C./CSA NL RIGH15 R SSWED i iiiiiiiiiiiiiiiii W I // , 111111111111111111111 / INEW SIDING .r.-------- SEE ELEVATIONS A2.1 403) . 4 INTERIOR GYP. BD. I WOOD FRAMING I AIR AND MOISTURE BARRIERf".LESL"J. MES ie. 1 ' INSULATION— /I EXTERIOR SHEATHING NEW SIDING --- -I��------- �j �� SEE ELEVATIONS A2.1 113061\41 ` fit\ OF WATER RESISTIVE BARRIER I EXTERIOR SHEATHING I INTERIOR SHEATHING 1 BOTTOM PLATE WOOD FRAMING -� / I INSULATION----_ 00- / SHEET WATERPROOF Vow- 1 MEMBRANE 1 1441 *•1 I ! P V) Z Et- . ://////////, , , . , \ -' a Z INSTALL BUG SCREEN AS NECESSARY cc 0 w 0! (E) BUILDING cc Li 1--- / �, o yr � -- MIN. 6" CLEARANCE 5 a TO LANDSCAPING / GRADE o .7c1 Lo CO 03 > a IIIII oLu a) 0) al 0) 01_ __1 ado L 00 11=111=111-----1/ I 11 1 I 11=1I2 w N) * 0 CO DO 0 0 0 0 N r CV 141 .4- lfl ItoA © © A NEW SIDING - HORIZONTAL VIEW 2 NOT USED 3 LANDSCAPE CLEARANCE @ INFILL WALL a 0NOT USED 3" = 1'-0" ' 4. 3" = 1'-0" ' 4. 3" — 1'-0" 3" = 1'-0„ /\—__ AIR AND MOISTURE BARRIER OVER SHEATHING - FOLD UP CONCRETE DECK PER -// -' DURING // DURING WATERPROOFING APPLICATION THEN LAP OVER WATERPROOFING PRIOR TO PLACEMENT OF SIDING (N) STOREFRONT AS STRUCTURALCONCRETE DECK PER STRUCTURAL / SCHEDULED SEALANT �� CLOSED CELL BACKER ROD (N) WALL AND SIDING PER SEALANT ANUFACTURER'S / ,- K SYSTEM PER PLANS SEALANT DOOR THRESOLD REQUIREMENTS Q COMPOSITE DRAINAGE J ^ ., CLOSED CELL BACKER ROD SET IN CONTINUOUS JOINT FILLER MAT - FOLD BACK ! I \ \ , I \ I \ I \ r' JOINT FILLER BED O F MASTIC A FABRIC AS SHOWN I ? 4111% A / SHEET MEMBRANE Q . GLUE OR TAPE AS ormind WATERPROOFING < RECOMMENDED BY / 1 i DRAINAGE MAT / //-- s //// '1 SHEET MEMBRANE WATERPROOFING - MANUFACTURER , ZEXTEND AS SHOWN ON DRAWINGS f'f ` _, ARCHITECTURE (COMPOSITE DRAINAGE ENGINEERING /� CONCRETE DECK PER STRUCTURAL CONCRETE DECK PER /� WATERPROOFING I. STRUCTURAL =--_1 FABRIC ASLDSHQWN - INSTALL PER MANUFACTURER'S -DRAINAGE MATU ��,� SPECIFICATIONS / / / PLANNING / / ! �.. A PLYWOOD SHEATHING PER STRUCTURAL INTERIOR S A SHEET MEMBRANEPLYWOOD JOINT - MAX 1/16" WIDE /3/7 / /- ,..- --- L__, COMPOSITE DRAINAGE MAT - 6" WIDE STRIPE FRED OANEALLROJOINTS COMPOSITE DRAINAGE MAT / INSTALLED UP PERi�i,miYl4 ►1111111MMIL1* WATERPROOFINGOODAPPLIED TO 15895 SW D AVE TE 200 INSTALLED UP PER ,/ MANUFACTURER'S PLYWOOD WITH ADHESIVE PORTLAND72hOREGONU'97224 SPECIFICATIONS \ 1 \ PER MANUFACTURER'S NOTE: SEE MANUFACTURER'S TEL : 5 0 3 . 2 2 6 . 1 2 8 5 !'" I 0 7 /— MANUFACTURER'S SPECIFICATIONS SPECIFICATIONS NOTE: STAGGER DRAINAGE MAT RECOMMENDATIONS AND DETAILS FOR F A x : 5 0 3 . 22 6 . 1 670 _ — Q :, � � SPLICE AND PLYWOODJOINT JOINTS LARGER THAN 1/15 www . c I a A I N c . c 0 M / COUNTER — / / • �WATERPROOFiNG MEMBRANE FLASHING _ , 3 DRAINAGE SYSTEhA AT PLYWOOD JOINT n ■ mm ■ n ■ mmu ■ n EXTEND UNDER / � � . � � �- + DOOR SILL PAN �� PLYWOOD PER STRUCTURAL - / ' / / 4. 12" = 1'-0" 111P, if PLYWOOD PER STRUCTURAL - PRIME WITH PRIMER PER // f-' PRIME WITH PRIMER PER WATERPROOFING MANUFACTURER'S WALL AND WATERPROOFING ///// //// SPECIFICATIONS �- SLOPE 1/4" FRAMING PER /I�/� / / , /�� / MANIFAGTURER'S 2" PRIMED PLYWOOD DIREIVTION OF0 / 1/4" / / SHEATHING0 PER FOOT AWAY FROM BUILDING STRUCTURAL DIRECTION OF SPECIFICATIONS - SLOPE MAX. MIN. SLOFE/FLOW SLOPE/FLOW1.111.10011' PER FOOT AWAY FROM � BUILDING DIRECTION OF mimiloo, 6" SLOPE/FLOW -T.. -T - CC / 4 f / CNS CONC. DECK @ (N) SIDING 6 (N) CONC. DECK AT DOOR THRESHOLD . DRAINAGE SYSTEM SPLICE I 0PRAILING WHERE OCCURS PER PLANS 0 6" = 1'-0" ' 4. 6" - 1'-0" 12" = 1'-0" I 0 PLYWOOD SHEATHING WITH 10d -1 ° FASTENERS AT 6" O.C. TO ' O >mm W BLOCKING AND JOISTS /�,�isi ♦, i 3" CONCRETE TOPPING SLAB - LIGHT BROOM ASPHALT SHINGLE ROOF NEW SIDING '��/i��,' ASPHALTFUNDERLAYMSNT TEXTURE AND SEAL Q 11 .1 0 Q TO MATCH EXISTING ,/��\ I R00 E p �� 51 12 12 15 2X4 WOOD JOIST W/ PRE-FINISHED �i��i I / SELF MOISTURE ADHERING BARRIER & DIRECTION 'OF SLOPE/ mmloo. 3/4" CHAMFER EDGE, Ti?. 3 Z (I) w SHEET METAL JOIST CAP, TYP ��f/� I FLOW 1/4 PER FOOT COMPOSTE DRAINAGE MAT - WOVEN FABRIC M T-- ° (N) SIDING ,/s�� I - INSTALLED UP PER MANUFACTURER'S z 4X4 WOOD POST, TYP JOISTS PER 10/A4.1 Q SPECIFICATIONS Q � ;:1 - 2X BLOCKING WITH 10d A PLYWOOD PER PLAN - PRIME WITH PRIMER _ {n ,__ VINYL WINDOW SYSTEM - SEE SHEET A5.1 TOE-NAILS AT 6' O.C. PER WATERPROOFING MANUFACTURER'S /\ a INC(N) ASPHALT SHINGLE ROOF — SLOPE 1/4" PER FOOT Ct w Q 0 OD 2X6 SILL PLATE PER 11/A4.1 (2) 2X4 TOP PLATE /SPECIFICATIONS AWAY FRAM BUILDING - ROUTE FACE TO12 12 (N) 2X4 WOOD JOIST — F--�. ACCEPT FLASHING FLUSH WITH PLYWOOD FACE >- Q!S1 � IS 4X4 WOOD P05T FUl_!.. HEIGHT TO ' CI i 4X4 WOOD POST = � Q (N) 2X WOOD BLOCKING UNDERSIDE OF JOISTS WITH SIMPSON tHET E-FINISHED 1. (BEYOND) , OBLONG WEEP HOLES AT 6" O.C. - ALIGN 0• (N) 2X4 WOOD HEADER A. ELEVATION VlEMt 8C40 POST BASE TO ROOF DECK METAL WITH DRAINAGE MAT w VINYL WINDOW SYSTEM ■ II ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1 ■ ■ ■ ■�1111�� ■ (8) POSTS TOTAL JOIST CAP W/ ATTACHMENT TO SILL 200- (N) SIDING ' INSTALL (4) #9 WOOD SCREWS WITH DRIP EDGE, /� SHEET MEMBRANE DAMPPROOFING APPLIED TO �I�, I =;''� (N) VINYL WINDOW AS SCHEDULED \�. MIN. 1" EMBED INTO 2x ROOF DECK TYPICAL v PLATES BY OTHERS ///////// f / ,/// , / // / � PLYWOOD W/ ADHESIVE, WRAP EDGE 4" MIN. >m I I /_ N PAROLE PANELill 1 i I {N) SIDING / � j FLASHING 2x SILL PLATE WITH (, , , 11 I / T SHAPED FLASHING oN v I r E� 2X BLOCKING SIMPSON SOWS FASTENERS A4 (E) ROOF AND STRUCTURE , TO 2x ROOF DECK AT 8` I -�r Z '' _ "� `� �, TO REMAIN ; `,,ii i t �`1 VINYL WINDOW (BELOW) O.C. STAGGERED WITH 1" • ROOF LINE ABOVE rl�� NEW SIDING MIN. EMBED TO 2x DECKING 1 o I '� ' 2X4 WOOD ROOF JOISTS j/ I (WALL PER STRUCTURAL CE -- 1 _ I- ' f 2X TOP PLATE PER 11/A4.1 FLASHING � • - 4 k BETWEEN PosTS I I III I ASPHALT/ ATTACH TO SIDE OF POST WITH SHINGLES & 1 �+� .-0�• — \ SIMPSDN A34 CLIP USING �•� \ / / _ _ 5 1/2" \ �1 �/ �� #9x1 1/2" SCREWS UNDERLAYMENT ., :!•� -- 1-- ?, - �! SELF ADHERING -_ - • �•: (E) ASPHALT 1 / SIMPSON GT8Z GAZEBO TIE AIR & MOISTURE -��f. SHINGLE ROOF I I__ AT TOP OF STEEPLE BARRIER •�••�lipp.,_ REPLACE (E) ROOFING AS i IDETAILS \N if INSTALL GAZEBO TIE TOP • � 1— _c __ B. PLAN VIEW AND BOTTOM 01 JOISTS t REQUIRED FOR CONSTRUCTION 1 w SIMPSON GT2Z EACH JOIST OF (N) STEEPLE. INSTALL PER -- ... - ( _ 1_. - _ I - .> MANUF. RECOMMENDATIONS A TO POST AND TOP PLATE (E) 2x ROOF DECK Al. 1 © A 1 2 SHEET MEMBRANE DAMPPROOFING APPLIED TO e� � EXTERIOR NEW & EXISTING WALLS CN) STEEPLE @ CE) OPENING CN) STEEPLE ROOF PLAN DETAIL 11 (N) STEEPLE SECTION DETAIL DECK AT EDGE CONDITION f - " " fillJp6 N0. 180140.03 L9_ 4. 1/2" - 1 -0 (74 . 1/2 = 1 -0 ' 4. 3" = 1'-0" 6" = 1`-a" © 2019 C P.0/CQA uL �c►ns IiE5EIWEo U tJ flit STRUCTURAL GENERAL NOTES P . Ic... _ CODE CONCRETE CARPENTRY `,6- t I 2014 OREGON STRUCTURAL SPECIALTY CODE, OSSC 2014 1. ALL NAILS TO BE COMMON WIRE OR EQUIVALENT DIAMETER AND LENGTH. 1. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: FOUNDATIONS 3000 PSI t: .0 s SLABS 3000 PSI 10d COMMON = 0.148"o x 3" WALLS 4000 PSI 16d COMMON = 0.162"0 x 3 " DESIGN CRITERIA 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. IcAw .a Gf 309 SOIL BEARING: 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 ROOF = 1.0, Cr = 1PARAMETERS 1 CE = 1.0, .0, Is = 1.0 A GRADE MAY BE VIBRATED ONLY AROUND UNDER-FLOOR DUCTS7. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON HOT DIPPED GALVANIZED 4 4 , ETC. 25 PSF MIN 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 L N z_ N EARTHQUAKE: OTHER CONDITIONS; N E2 Z SEISMIC PARAMETERS: 9. UNLESS NOTED OTHERWISE ON DRAWINGS, ALL CONCRETE SLABS ON GRADE SHALL -ALL SOLID SAWN LUMBER GRADES NOT SPECIFIED TO BE w w z o RISK CATEGORY II BE BOUNDED BY CONTROL OR CONSTRUCTION JOINTS SUCH THAT THE ENCLOSED DF#2 OR BETTER; o_ c� IMPORTANCE FACTOR = 1.0 AREA DOES NOT EXCEED 400 SQUARE FEET. -ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE ct CD w MAPPED: Ss = 0.967 Si = 0.423 SITE CLASS: D 10. DOWELED CONNECTIONS TO EXISTING CONCRETE TO USE "HILTI" BRAND HIT-HY 200 OR TREATED. z w o cn w SEISMIC SDS = 0.718,E, R = 0D.445 SIMPSON SET-XP ADHESIVE. 7. MOISTURE CONTENT OF LUMBER TO BE S19% AT TIME OF INSTALLATION. o m m SEISMIC DESIGN CATEGORY = D FORCE RESISTING SYSTEM(S): R OMEGA CD 8. PLYWOOD: LIGHT-FRAMED WALLS WITH RATED SHEATHING 6.5 3 4 REINFORCING -FLOOR SHEATHING 3 4" APA INDEX 48/24, EXPOSURE 1; w rn rn rn al rn SEISMIC RESPONSE COEFFICIENT: Cs = 0.112 -ROOF SHEATHING 5/8" APA INDEX 32/16, EXPOSURE 1; wal 01 -WALL SHEATHING 1/2" APA INDEX 24/0, EXPOSURE 1; - ,' 71 1. DEFORMED BARS ASTM A615, GRADE 60. WELDED BARS ASTM A706, GRADE 60. WELDED -NAIL AS SHOWN ON FRAMING PLANS. °w -'.I.- :. ..__ 0 cs'''''''' o - WIRE FABRIC PER ASTM A185, WIRE PER ASTM A82. 9. DRILL BOLT HOLES 1/16 INCH OVERSIZE EXCEPT WHERE NOTED LARGER. 0 0 0 0 2. UNLESS NOTED OTHERWISE, LAP SPLICES SHALL BE CLASS "B" TENSION LAP SPLICES. N (p - M IN ACCORDANCE WITH ACI 318, CHAPTER 12. LAP SPLICES IN COLUMNS SHALL BE STANDARD 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 FOUNDATION AND INTERSECTIONS OF FOOTINGS AND WALLS. REINFORCING BAR SPACINGS GIVEN ARE SPECIAL INSPECTION PROGRAM MAXIMUM ON CENTERS. ALL BARS PER CRSI SPECIFICATIONS AND HANDBOOK. DOWEL ALL • VERTICAL REINFORCING TO FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE 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. 4. CLEAR CONCRETE COVERAGES AS FOLLOWS: ITEM CONTINUOUS (3) PERIODIC (3) REFERENCED STANDARD COMMENTS 2. BOTTOM OF FOOTINGS TO BE A MINIMUM OF 18" BELOW FINISHED GRADE. CAST AGAINST & PERMANENTLY EXPOSED TO EARTH 3" SOILS - EXPOSED TO EARTH OR WEATHER GRADING, EXCAVATION & FILL PER GEOTECHNICAL ENGINEER = GENERAL #6 OR LARGER OR SMALLER 1/2"2" FINAL FOUNDATION PREPARATION PER GEOTECHNICAL ENGINEER _ - COLUMNS (TO TIES) 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. LOADSSUCH MEASURES TO ONSL INCLUCTIONE, UIPUT NOT MIN. REINF. BAR SPLICE LENGTHS IN CONCRETE 3) VERIFYING USE OF REQUIRED DESIGN MIX - X ACI 318: CH. 4, 5.2-5.4 BE LIMITED TO, BRACING, SHORING OF DUE TO CONSTRUCTION EQUIPMENT, 4) AT THE TIME FRESH CONCRETE IS SAMPLED TO X - ASTM C172 -= - I-L ETC. OBSERVATION VISITS TO THE SITE BY THE A/E SHALL NOT INCLUDE INSPECTION _OF THE ABOVE ITEMS. ESTABLISHED PER ACI 318 SECTION 12.2 & 12.3. FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM ASTM C31 _ _ - ' I - N SLUMP AND AIR CONTENT TESTS, AND DETERMINE ACI 318: 5.6, 5.8 - 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH THE TEMPERATURE OF THE CONCRETE DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH BAR SIZE LAP 6) INSPECTION OF CONCRETE PLACEMENT X - ACI 318: 5.9, 5.10 - I •= _A/E. - CR FOR PROPER APPLICATION TECHNIQUES 15895 SW 72ND AVE SUITE 200 3. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS 7) INSPECTION FOR MAINTENANCE OF SPECIFIED CURING - X ACI 318: 5.11-5.13 OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. #3 60 22" PORTLAND, OREGON 97224 TEMPERATURE AND TECHNIQUES TEL : 5 0 3 . 2 2 6 . 1 2 6 5 4. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH8) EPDXY ANCHOR PLACEMENT X - PER ICC-ES REPORT FOR ANCHOR FAX : 5 0 3 . 2 2 6 . 1 6 o STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. #4 60 29" 9) MECHANICAL ANCHOR PLACEMENT - X PER ICC-ES REPORT FOR ANCHOR W W W . C I D A I N C . C 0 M 5. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, 15 60 36" STRUCTURAL STEEL MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS 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. 2. NO BUNDLED BARS. STANDARDS SPECIFIED IN THE APPROVED AISC 335 SECTION A3.4; 3. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE. CONSTRUCTION DOCUMENTS AISC, SECTION A3.3CI) 7. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE - X STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL 2) INSPECTION OF HIGH STRENTH BOLTING - X AISC, SECTION M2.5 GOVERN. METALS 3) MATERIAL VERIFICATION OF STRUCTURAL STEEL 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 1. MISCELLANEOUS STRUCTURAL STEEL TO BE ASTM A36, FY=36 KSI, UNLESS NOTED STANDARDS SPECIFIED IN THE APPROVED ASTM A 6 OR ASTM A 568 STATE OF OREGON OTHERWISE. CONSTRUCTION DOCUMENTS 0 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 - - ASTM A 6 OR ASTM A 568 OTHERWISE. 4) MATERIAL VERIFICATION OF WELD FILLER MATERIAL A. IDENTIFICATION MARKINGS CONFORM TO ASTM - - SHOP DRAWINGS 3. TUBES TO BE ASTM A500 GRADE C, FY=50 KSI; PIPES ASTM A53 GRADE B, FY=35 KSI. STANDARDS SPECIFIED IN THE APPROVED AISC 335 SECTION A3.6; O W °C 4. BOLTS TO BE ASTM A325, UNLESS NOTED OTHERWISE. CONSTRUCTION DOCUMENTS AISC, SECTION A3.5 SUBMIT SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR THE FOLLOWING: A DANCE B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE - - w Q 0 5. WELDING TO BE BY CERTIFIED WELDERS USING E70XX ELECTRODES IN CCOR p WITH AWS STANDARDS. 5) INSPECTION OF WELDING - - Omom1,_ 01. REINFORCING STEEL 1) PARTIAL/COMPLETE PENETRATION GROOVE WELDS X - AWS D1.1 REF. NOTE (2 & 5)6. ALL STEEL TO HAVE SHOP COAT. - w r E Z CO W 2. STRUCTURAL AND MISCELLANEOUS STEEL INCLUDING WELD INSERTS AND ANCHORS 2) MULTIPASS FILLET WELDS XCC N CC 7. STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS TO A/E FOR REVIEW PRIOR TO 3) SINGLE PASS FILLET WELDS > 5/16" X - AWS D1.1 REF. NOTE (2 & 4) p Elm, r- 0 3. GLULAM BEAMS FABRICATION. 4) SINGLE PASS FILLET WELDS < 5/16" - X Q 4. TRUSS JOIST 8. STEEL WASHERS TO BE USED AT ALL BOLTED CONDITIONS. 5) FLOOR AND DECK WELDS - X AWS D1.3 < M d 9. BRACING RODS TO BE INSTALLED TAUT; ONE STANDARD TURNBUCKLE PER ROD MAY STRUCTURAL WOOD CO CC STRUCTURAL OBSERVATIONS w O Q BE USED. 1) NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE - X 2014 OSSC 1705.11.2 REF. NOTE (6) . O 0 O - 10. LATEST AISC, SJI, AND AWS CODES APPLY. ALL CONSTRUCTION PER LATEST AISC HANDBOOK. WIND/SEISMEC FORCE-RESISTING SYSTEM >- 0 O ~ CONTRACTOR TO NOTIFY STRUCTURAL ENGINEER TO ARRANGE FOR A STRUCTURAL OBSERVATION BY THE INCLUDING Z r M 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 w Cum) 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 N 12. ALL ADHESIVE ANCHORS TO BE ASTM A36 OR ASTM A307 W/ "HILTI" BRAND HIT-HY 200, E. HOEDOWNS >m SIMPSON SET-XP ADHESIVE, DEWALT PURE110+ EPDXY OR DEWALT AC200+ ACRYLIC PROGRAM FOOTNOTES: limmi 3 POST-INSTALLED CONCRETE ANCHORS 13. ALL REFERENCE TO HEADED STUDS SHALL INDICATE AUTOMATIC WELDED HEADED STUDS (NELSON OR EQUIVALENT). (1.) THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH 2014 OSSC CHAPTER 17 BY A CERTIFIED 1. ADHESIVE SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, Z 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 79 A. ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION ADHESIVE ANCHORS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT REPORTS DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTORS AND BUILDING OFFICIAL ANY MATERIALS WHICH CC ADHERENCE TO THE PROVISIONS WITHIN THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS 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, ENGINEERED WOOD JOISTS SPECIAL TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. III ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS (2.) SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED BY AN APPROVED FABRICATOR PER 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 2014 OSSC 1704.2 N 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 OVERHEAD ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CONNECTED TO JOISTS AND DESIGNED AND FURNISHED BY JOIST FABRICATOR. (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, CONTRACTOR SHALL SUBMIT DESIGN CALCULATIONS BY A CIVIL OR STRUCTURAL THE WORK REQUIRING SPECIAL INSPECTION (2014 OSSC 1704.3). PERIODIC SPECIAL INSPECTION MEANS THAT THE 2 SECTION 17.8.2.2. PROOF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR 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. GENERAL NOTES e REQUIRE ADHERENCE TO ACI 318-14, SECTION 17.8.2.2. 3. ADDITIONAL JOISTS WILL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL (4.) ALL WELDS SHALL BE VISUALLY INSPECTED. a EQUIPMENT. 2. MECHANICAL8 0 ell A. MECHANICAL ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL 4. CONTRACTOR MAY SUBSTITUTE EQUIVALENT ENGINEERED WOOD JOISTS HAVING A (5.) ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR BY USING ANOTHER APPROVED METHOD. 3 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 2014 OSSC 1705.10.1 & 1705.11.2 JOB NO. 180140.01 FIRE RATING, SOUND TRANSMISSION DATA, ETC; CONTACT PROJECT ARCHITECT FOR LIST ©2019 GK PCA1DA AIL RIGHTS RESERVED OF APPLICABLE NON-STRUCTURAL PROPERTIES. w .% FOUNDATION/FRAMING LEGEND FOUNDATION NOTES: P- • , rt - --\,'----,, LE., CENTERLINE OF COLUMN • • SEE ARCHITECTURAL MECHANICAL DRAWINGS FOR DRAINS, SLOPES, AND 40351 I I I COL. OTHER FLOOR DEPRESSIONS NOT SHOWN.\ CONCRETEFOOTING-- SEE SCHEDULE THIS SHEET QA DOWELINTOEXISTINGFOOTINGSWITH #4x4'-O" WITH • SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, AND �© 4" EMBED SET-XP EPDXY WALLS NOT SHOWN. -. littlia ,- , •„tier • SEE SOILS REPORT FOR ALL FOUNDATION AND SLAB SUPPORT :07: `. � '-�REQUIREMENTS. THIS IS TO INCLUDE ALL EXCAVATION, FILL AND FILL so PLACEMENTREQUIREMENTS. r �� • VERIFY ALL WINDOW AND DOOR WIDTHS AND HEIGHTS WITH 1.0 -- ARCHITECTURAL DRAWINGS. I I I I I I U II I II (E) BASEMENT SLAB • ANCHOR NON SHEARWALLS WITH 5/8"0 J-BOLTS WITH 7" EMBEDMENT TO REMAIN © CENTERLINE OR 5/8"s TITEN HD WITH 5" EMBED AT 32" O.C. (E) FOOTING TO REMAIN \\__„„_ NOTE: ALL DETAIL CUTS SHOULD BE CONSIDERED TYPICAL CSD AT _„ O INDICATES ADDITIONAL SNOW DRIFT LIKE CONDITIONS. 41 41 _____N_____ _ F- N PSF ��.��.-` DRIFT # PSF LENGTH v z cT Z it II I. Ii I I I I l; II I. II II H A 7.0 1 -9 W fX w o 1I Y i , LENGTH FOOTING SCHEDULE Z ,_ o: Ljj Z (E) WALL TO REMAIN ' A A MARK WIDTH GTH EPTH REINFORCING N*TES z o `" D ct J � FOUNDATION/FRAMING PLAN KEYNOTES NOT USED ` o m m /—/—(E) FOOTING TO REMAIN 1 1 ❑ Q (� 1'-6 C• 1.. '5 C• w a) al rn rn a) I- 6 I I O NOT USED C 4'-0" CONT. 1'-6" SEE 6/S2.1 < NSFN ^ o o °r° 19/32" PLYWOOD SHEATHING X 0 0 (.0 0 0 © Q I I 0NAIL W/ 10d ® 6" O.C. EDGE & 12" O.C. FIELD AI 1_ I _ ® (E) BASEMENT SLAB_� STRONG AXIS PERPENDICULAR TO JOISTS N CN' '0 `r "' 1 f TO REMAIN © 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 -1 REMOVE EXISTING DECK FRAMING AND REPLACE WITH 16" RED-I65 O 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 FILL BETWEEN WALLS WITH FREF ..------------ (E) FOOTING WHERE OCCURS 0 14" RED-19OHS © 16" O.C.--SLOPE PER ARCH. (E) CONC. BASEMENT WALL DRAINING FILL SL = PSF CUT DOWN TO 6" BELOW SL = 25PSF EXTERIOR GRADE CI (E) STAIRWELL TO REMAIN = 2 / 1 0 (N) OVERHEAD DOOR BY CLIENT WITH (3) 2x10 DF-L #1 PER 4/S2.2 = 6 S .1 2 61° ---- _ il - - _1- Q (N) CONCRETE BASEMENT WALL PER / NORTHcm - . Ai 0 BASEMENT FOUNDATION PLAN iV. .4 1.347. 14 II 1:iiii iiii# )01 ...IF -dig: --.er t, 44--fr ,.. ,fer, ? ,,, 0 ..; 4. I'A'A 0/100 1 41 41 L jj o W 4 Z -Cr) z w ZES N 0 DC O m m .1 CL I I I I I W CT) 0) O 0) 0 - N 00 to 03 N .--- 0 0 4- 0 W n 0) O 0 0 0 0 ó U) e- N TO •:1- LO NOT USED NOT USED NOT USED 4 NOT USED 3/4" = 1'-0" S2. 3/4" - 1'-0" I 7-1"blakital 0Mk s NEP :•''' ��• •'�`• ® SHEATHING PER PLAN s , ,•• 8 1717 %EY 7-ITOP OF (E) WALL TO BE ,•'� ....*• ROOF FRAMING • yREMOVED PER PLAN I • , PER PLAN FLOOR FRAMING 1 -• �• I PER PLAN I • • 1 I LE...) 2.,,— I—I 1= 1 1 1 1 1 1 1—I I-1 f—I 11=1 I — I I--I I— f—I I I�I f f (2) J � i- #4 CONT. BARS AT • i ... ,„ ,._ „,.„, I I III �-I 1 1-1 1 t 11 1 1 1 1 11-1 11—I 11 III 11 III 1 I I-I 1 I 1 I I-1 1 Ii , - . . 1. li TOP OF WALL • /'•• i (N) CONCRETE WALL AND `. IA - 1 - FOOTING PER 6/52.1 - • _ "� �" "I�" ROOF JOISTS PER PLAN : -:-: - --:: ' III —�' f • i. • FILL BETWEEN NEW • i• • ♦•.. / FIN. GRADE WHERE OCCURS • FILL BETWEEN NEW WALL AND EXISTING `.._ .• ��,� II II-Tr IIIIII �_ • �1 WALL AND EXISTING WALL PER PLAN (N) 7 1/4" CONCRETE WALL WITH - 7- WALL PER PLAN #5 VERTICAL BARS ® 8" O.C. AND �� -- PERF. PIPE WITH GEOTECH � -' #5 HORIZONTAL BARS AT 8" O.C., " ----- _ (N) CONCRETE WALL PER 2/S2.2 --�,--- ---7P L-A N N C N G #4 DOWELS AT 48 O.C. WITH 4 -0 — '-- = _ °- • ° FABRIC WRAP [EMBED INTO NEW SLAB AND 4" SET-XP _ - __ EPDXY EMBED INTO NEW CONC. WALL _ . (E) CONCRETE SLAB (E) CONCRETE SLAB (E) CONCRETE SLAB 15895 SW 72ND AVE SUITE 200 REMOVE AS REQUIRED REMOVE AS REQUIRED REMOVE AND REPLACE AS NECESSARY PORTLAND, OREGON 97224 FOR FOOTING INSTALL FOR FOOTING INSTALL TO INSTALL WALL FOOTING TEL : 5 0 3 . 2 2 6 . 1 2 8 5 //--(E) CONCRETE SLAB (E) (E) CONCRETE WALL TO REMAIN FAX : 5 0 3 . 2 2 6 . 1 6 7 0 (E) CONCRETE - - - - - (E) CONCRETE SLABCONCRETE SLAB www . c I D A I N c . c o M I WALL TO REMAIN — L BEND VERTICAL BARS INTO '$p .:;;'$ e$ e$ FOOTING BELOW d'° • • �� °� • �o:::��:: e �;e�••:• ��.i;>� $_ $° o�.::.`• °$; , - • - _ �- ,. I I - - - I - - _ 11 I � - I �'° �°° — ::.°� �'. : �°. : I I--I 1 i-1 1 1 1 I I —11 111 I i 11- II „1,---, — T 1 J =11F-ill—Li - - — —_ • - 1,.)4 . •t I 1 I III I 11 -1 f I—i i I—i f 1 1--1 11-1 11-- I7 1/4" -• = _I f (5) #5 LONGITUDINAL BARS TOP AND . Co) I " "'- BOTTOM AND #4 TRANSVERSE BARS AT tee• .•..:.•$p '� 2'-6" 1'-6" 12" O.C. 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ANCHORS AT 12" O.C. i i &1 oA4 ' U.N.O. ON SHEARWALL SCHEDULE Q FULL-DEPTH 1 3/4" LSL I I / SHEATHING PER PLAN 10d FASTENERS AT 6" O.C. '� 1 BLOCKING BETWEEN EACH JOIST Ilual4"1/1PROTECT BLOCKING AT E RIM BOARD TO REMAIN l EXISTING CONCRETE O I A--- /1/2n PLYWOOD SPACER(S) • (N) FLOOR PER PLAN _414 /--(E) SHEATHING TO REMAIN / W 1,Linnu: Eg -->-.<11 2'-0" El, 16d © 12" O.C. TYP er 1\ Kit ', 41 41 , • • 1 — ROOF JOISTS PER PLAN _ 7,,.-.) A—A r' � N N Z t H �\' -.- A— � w o (79 FLOOR JOISTS PER PLANW/ I'' w HEADER PER PLAN--ATTACH SIMPSON LCE4 � a (7±3z � ' (E) FLOOR FRAMING CLIP EACH SIDE AT EACH END (4 TOTAL) c� • TO REMAIN --SEE DETAIL A-A FOR (3) 2x HEADER Z �' '_ JOISTS PER PLAN WITH\_ - I Z N D ix /)(4 .w SIMPSON ITS HANGERS PT 2x8 LEDGER WITH SIMPSON CS16x6'-O" STRAP AT HEADERS IN SHEAR WALLS o m m > a 1/2"0x6" SIMPSON TITEN HD JOISTS PER PLAN 2x FLAT BLOCKING BETWEEN STUDS ANCHORS AT 12" O.C. I I I I I CONC. WALL PER 6/S2.1 — � 2x BLOCKING I.- • PT 4x8 LEDGER WITH �_ 5/8"0x8" SIMPSON TITEN HD 2x JACK STUD --LOCATE AT PLYWOOD SHEATHING ° M / --'�— PANEL EDGES o ANCHORS AT 8" O.C. (E) CONC. WALL (1) FASTEN TO KING STUD WITH N N A (2) ROWS 16d ® 8" O.C. - JOISTS AT CONC. WALL JOISTS AT CONC. WALL4JOISTS AT EXISTING WALL 4 HEADER DETAIL 9 1" = 1'-o" 09 1" = 1'-o" Ell) 1" = 1'-o" S2. 1" = 1'-0" 4x PT SILL PLATE WITH 5/8"0x7" EMBED J-BOLTS © 32" O.C. PT LEDGER PER 2/S2.2 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 --/�-T- SEE 2/S2.2 FOR ADDITIONAL SEE 2/S2.2 FOR ADDITIONAL i _ _ 5_ : 1.- .:-. _ ,, A INFORMATION 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 ( - . - PER PLAN 14 I I _ _ . I u - I I I I I I G� I I II " I ,. . (E) RIM BOARD TO REMAIN ii • 10d FASTENERS AT 6 O.C. :,: n,..I ....... ''. / e a ‘I k). =__ __ A. _._i _i_. (E) SHEATHING TO REMAIN LEDGER PER 2/S2.2 `' 1 3/4" LSL BLOCKING -\ BETWEEN JOISTS ; _ . (A lz" e • a ROOF SHEATHING PER PLAN - - SEE 2/52.2 FOR ROOF JOISTS PER PLAN ADDITIONAL INFORMATION FULL-DEPTH LVL BLOCKING EXTERIOR SHEATHING 15895 Sw 72ND AVE SUITE 200 FIRST THREE BAYS AT 48" O.C. �r PORTLAND, OREGON 97224 \--NEW JOISTS ROOF IMPSONETSHANGERS P WITH TEL : 5 0 3 . 2 2 6 . 1 2 8 5 • • PER PLAN • FAX : 503 . 226 . 1 670 E FLOOR FRAMING C WALL CONCRETE WALL TO MATCH THICKNESS OF EXISTING www . c i D A I N C . C O M ( ) // (TO REMAIN BELOW WITH #4 HORIZONTAL BARS AT 12" O.C. (N) CONCRETE WALL TO MATCH THICKNESS OF EXISTING 4 BARS TO TOP OF WALL AT 8" O.C. WITH 8" WALL BELOW WITH #4 HORIZONTAL BARS AT 12" O.C. P BLOCKING FIRST (3) • •• SIM SET-XP EPDXY EMBED INTO EXISTING WALL •• •• #4x4'-0" BARS AT 6" O.C. WITH 8" SIMPSON SET-XP BAYS AT 48" O.C. SLOPE OF WALL TO MATCH ROOF EPDXY EMBED INTO EXISTING WALL (E) CONCRETE WALL CONC. WALL —J. - \___(E) STUD WALL V ///73 -L" (E) (E) CONC. WALL (E) CONC. WALL ____,v____ _____J\,____. CC ROOF JOISTS PER PLAN M NEW WALL AT EXISTING BASEMENT 6 NEW ROOF AT EXISTING WALL TRUSSES AT EXTERIOR WALL 8 TRUSSES AT EXTERIOR WALL - 1" = 1'-0" S2. 1" = i'-o" 1" = 1'-0" S2. 1" = 1'-0" Ell) C..) Q > W (2) #3 CONT. BARS TOP AND 24" W I- #4 DOWELS AT 36,� BOTTOM OF WALL #4 BENT DOWEL INTO RAMP 24"r O f- 0 RAMP PER 11/S2.2 L Z W O.C. EMBED 4" W/ /i- 2 #4cONT. BARS TOP AND SLOPE PER ARCH. N EPDXY ADHESIVE BOTTOM OF WALLcC \ . ZR o I5„ #4 BARS AT 12" O.C. HORIZONTAL / Q d #4 AT 12" O.C. J AND #4 BARS AT 12" O.C. VERTICAL #4 BARS AT 12" O.C. HORIZONTAL Q Cn CC a O Q g" AND #4 BARS AT 12" O.C. VERTICAL °d'ao°off oPo$�ao°o oho$ W = 7—STAIR AND NOSING CONC. CURB BEYOND f•` REINFORCING PER 9/S2.2 #4 DOWELS © 2'-0" O.C. x 24�-- — U40°00(440°00 oo 0 a ' 4" EMBED WITH EPDXY ADHESIVE STAIR AND NOSING--\ O ° O O °q1' A O Co © w�, A REINFORCING PER 9/S2.2 Z r #4 AT 24" O.C. LEDGER PER 3/S2F .2 6" // CURB BEYOND PER ARCH LEDGER PER 3/S2.2 -II-Ill-ill-Ill-III-II W V g. THICK WALL AT EDGE OF STAIR 10Ath ,/ 4" CONC. RAMP WITH #3 NOSING BARS ® #4 BARS AT 24" O.C. NW \ >II. E.N. „ ,O-10,§.0010°°58,-18° 0:0%768 c, #4 AT 12 O.C. nc, 0 p Q Em” • , . / S `' I I I_ $ p°o otLO° 0.9.44%°88 1 O�°4 �oDbQ"�°t�oQo aQ /� �FiI I I I I III I I1 I —_ 1 !_,�� >s4o�0° Oo'O�dgO�oO O 8 (3) #4 DOWELS, _ N EMBED 3" W/ / , III III I I + vu•,�oO,��bos` 'o `D`� O °� O EPDXY ADHESIVE X34:79 d'°�° � 11_1 I I I I I 171__Y: I �/ #4x48 DOWEL INTO FOOTING BELOW -�I i—I I —I CONCRETE SLABCC I WITH 4 EPDXY EMBED INTO FOOTING I I—I►I—i I I- PER PLAN BEND INTO STAIR TREAD #4 BENT DOWEL INTO FOOTING BELOW \ 1 o WITH 4 EPDXY EMBED INTO FOOTING XM -- 24" BEND INTO STAIR TREAD 0 cs, '� N___ I VARIES _1 • 1 -0�� o�E °�° oda on. 1'-6" WIDE CONT. CONC. • ,I CONCRETE WALL p (o°°o�°�°$p o°o�°°do$ FOOTING AT BASE OF STAIR FRAMING 3 '� PER 6/S2.1 SC3�p°°o 0 o8 p°°o o� 1 -6 WIDE CONT. CONC. ° o°pace op°�o°Oaco O ° ��a0 O °Qj°�� FOOTING EACH SIDE OF RAMP $ °�0a Q$�°Q 00 Q FLOOR �� IHIHH— �°�a � �°° o g WIDExCONT. CONC. —I I I I I I I I r— I I I I I II2�2 FOOTING AT PERIMETER OFSTAIR WITH (3) #4 CONT. BARS C N A L o \-1'-6" PER 6/S2.1 I I III I I I— _ ,, E, 9 CONCRETE STAIR DETAIL io CONCRETE STAIR DETAIL 11 CONC. RAMP DETAIL 12 CONCRETE STAIR AT RAMP DETAIL JOB NO. 180140.01 S2. 1/2" = 1'-0" S2. 1" = 1'-0" / = = . . V S2. 3 4" 1'-0" S2. 1" 1'-0" 0 RE C 2019 CID/4 P.C./CIDA ALL RIGHTS RESERVED 0