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11905 SW 91ST AVENUE BLDG 1 .e lky+tr ,wa 1 r f 1 r T i s f.', n4i t, tit' �.rAT.�1 7.. ;:r•' R n '.L'.:'>, ::'.... .: ::..," t t J , 'p ' ..,,.. , .,1. '�,".`,: FrS "' ....'.. .:: ••Iit:t,,, XNr .".�.. 4 .:�"JIYt :'.4.' R '� t}I' , n:1 } 4 -A' 4,i tl„.? Z' nr. � 1 K A'rt,' rM ;1 �� 4 + t „ h %1`�{rr1 7r35 7^. 3 I r •'� N. V - ,1r- j''P , :a.:6 .hll-.l,'.. , ,., .:*y.W 'i ,�•/ ;I t rt'f� :W ,i rl `y p r y s,:5.G.'7,i L4' . } ,... ➢,,4 ,.. Kr,a' ...,.: ..,.. t r 1.,1 'R.". } r .R .. ,il~. :,. tY.. ,' p ......M., .: r.!'7 .^f': .,. �.,,.-5 .,.•.M. ,' ." R ,., ft,i, r� si, ;a'r.}: a :s.. ,u d ,: •. - .�' „ .>_ t ..rr,,.:,;. t .�'' �, �r ';r.' :r,t 01 .. u. W„- ;: ,'. ..IN,r 3. ,. .. K fl�R'�!!,t'- ..! .. "Ot ... 9`,,,.. :,..t ..,'N( ! .. T ..: ��M w•"1': 'ti, �•;. a.' , 4 r A w p r. r a.,.:. . 1. ... .. ,.. I.. .. ,. ..:: .:. Win.., :_. ..{. ..,, f_,,. ..... .:.. ... .:.... r �^ W ' yr .n , , ...... + �x r r ¢rs' , ` 1 r ..:. .. • , ....1. , u � .. .:.*.:. -. .. ... ,. +• I , r J . F rev .. .. i ♦ , if [?�a_ wn./. .:..,,M..•,4.N.:..,..•, - n .... .., +...s .<:.,_. •,� .f;yy�, }"•,,J �'�:y.,+T,) �' •'C .°�,✓' ;r }, .,. �. .r- i rt.: .:,. ..",. .. _.. .. ,.,.,... _. 'rW/;,d• _ - 1' d, ,. rn r' 1 � r k'•'•('•n La S 7 P r�'.�i �, �,� t r§ttt� i � p � "�w•'++dt�w'S&YuaiJr;. �5;, r,- r. �'' r • • .. r ,. *' 't' t !: rj� .;rWM C.,4.,�.. ♦,a•. 4a 'Ji.;� � Si.f'?'�, 'n�.3� ,;^ •.• • •' • ' r; '� � r. . .4 I �' 41 ra., t'7 .r�r�'t t'�� .,�. •�'... � a • •, • ••' � ,j,. ':ik y�; 'dx'2•F�'.. ry 4 d T • • • y ',�M t t •,�_,+ , t'�iyvy,�,< 2-. Fs , ,.a I.1'y„ )�X',I p',4". p, r '�...1, t•~{ _71 �.br Y� ,�� 7• r J4r ylr � aY tr t � rY � �., ..... 6A?t,Lal.ihlfit.' �, 'a,r .. • v � , - ,E I'+, i1. F rG.1S..t _• ';iC.i'la.% �x`*pi 2s k 1L@,r,. t `71:r” a.dlr,,, r,:,,rr .: c..,t,+ d: k e.Po ,i.$41�+: Mr�N 'ti°u • • ••• e•• ••' • • 15.T • e ••• : • • • • • � �1�{�,Y�1.INET Pea OF UT, 1905 w 9-1 `�^( 1' Y:'! r t f i r"C�lrr�' r^��ti0. `'1' � ..�.✓/ � � �V ti 4 ,rr rG r 4 :I.7� p•S.r ...4`��: 1 rte I, 1t F STIGA 0 , OREGON 97223 n a- ,,. A 1 ro { 1V n . SPlPF40JECT DRAWING fVLE�POJECT DIRECTC1 � 1 NO SCALE I, OWNER.- PORTIONS OF 7 EXISTING 3 STORY WOODEN EXTERIOR EGRF_SS STAIRS AND CSO Cover Sheet 1121 S.W. Salmon I'ORTI S OF ASSOCIATED WING WA4LS AND REPLACEMENT WITH STEEL STAIRS Strife 100 Community Partners for Affordable H®�tsirtg, Inc. (CPAH) WITH QONCRETE TREADS AND REPAIRS/FINISHES ASSOCIATED WITH REW)VAL OF STAIRS AND WING WALLS. �� ARCHITECTURAL. Portland, OR 97205 P.O. Box 23206 A2.1 Stair Plane,and Sections TeL 503.221.1121 Tigard, OR 97281-3206 A2.2 Stair Plans and Datails Fax 503.221.2077 a Telephone: (503)9W272,' A2.3 Stair Details r Facsimile: (503)598-8923 t. Representative: Shttila Greenlaw Fink STRUCTURAL. sgflnk@cpahine.org t St Stair Plan and Details S2 Stair plan and Details r CORS TRUC nON MANAGER. , 1 Housing Development Center(HDC) GONERAL NOTES A 2627 NE Martin Luther King Jr. Blvd. Portland, OR 97212 t' 4 y+ t. NTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS&CONDITIONS PRIOR TO Telephone: (503)335•-3668 ST T114G CONSTRUCTION&REPORT ANY DISCREPANCIES,IN WRITING,TO THE Facsimile: (:503}335-0475 AR Il ECT.ANY CORRECTION WORK REQUIRED ASA RESULT OF NOT REPORTING SU 01SCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE -, -,q Representative: Craig C Kelley Ow Eq. /// (' 1ti■/) J { J C w"ay 'i �'r. crei hdcl.c 5 r Al"t" �� 2. N' RACTOR&SUBCONTRACTORS SHALL CAR-FULLY EXAMINE THE SiTE&THE ✓✓ Cop4sT tUCTION DOCUMENT FOR THE WORK.ERRORS OR OMISSIONS IN THE PLANS • �„�. .. . �esr, ..;.: Pr . r^�.�.y.:� , tir:<•3;, .�,._. . � ,.�;: � ' ,• �.,,t O SP CIFICATIONS SHALT BE CALLED TO THE ATTENTION OF THE ARCHITECT �-------'”— P OR TO CONSTRUCTION SO THAT ADDENDA MAY BE ISSUED.FAILURE TO DO SU '' • �' fi CONSULTANTS Vii} M+ O TH PART OF THE CONTRACTOR DOES NOT RELIEVE HIM/HEP OF THE CITY OF 7iQ�FiS1 t,r y PO SIBILITY TO PROVIDE A CORRECT& FINISHED PRODUCT AS DETERMINED ARCHITECT: LRS Architects, Inc. �" 8 THE ARCHITECT. �Pn1VPl0„tr,.........................»......_ .........: OendlMonM Approved...,..... ......•,..._--------,,(�: 1121 SW Sa;mon Street Suite 100 >< 3. IME SlONS TAKE. PRECEDENCE OVER SCALE_DIMENSIONS eY,H�TYPICALLY TO ”' FtlF bnl the MiO �� aCribe6�� Portland, OR. 97205 F E a STRUCTURE/FRad�11NG,UNLESS OTHERWISE N01 ED.LARGER SCALE �� 1 rj�} �i _(SOU 1l r D WINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS.REPORT ANY Ok VIII w�� .„„•,,,,.......... ..I }: Uj Telephone: (503)221-1121 D CR XNCIES, iN WRITING,TO THE ARCHITECT.ANY CORRECTION WORK ..-.. .... >4 Facsimile: (503)221-2077 R IED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL.BE Jib Aa*1w P FOPMED AT NO ADDITIONAL COST TO THE OWNER. ply; Representative: Dan Edwards 8tr. i dedwardS@lrsarCh.com 4 CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES SUCH AS:SANITARY L5 S ORM WATER,NATURAL GAS,& ELECTRICAL LINES.IT IS THE RESPONSIBILITY OF ! 4 E C6� TnACTOR TO RELOCATE OR REROUTE UTILITY AS REQUIRED. e�0o5t EACF1 CONTRACTOR IS CONSIDERED A SPECIALIST 114 THEIR RESPECTI�IE FIELD? STRUCTURAL. ENGINEER: QF THAPE AND SHALL NOTIFY,PRIOR TO PERFORMANCE OF THE WORK,THE :Ag G' NERAL CONTRAIC'i OR&THE ARCHITECT OF V4Y WORK CALLED OUT IN THE ��w LU TM Ripply Consulting Engineers (01AWINGS WHICH CANNOT MEET CODE OR JURISDICTIONAL REQUIREMENTS,13E '� 1,... , .......'" LU LU 7070 SW Fir Loop Suite 100 FULLY GUARANTEED OR COMSTNUCTFD AS DESIGNED OR DETAILED. O IN AIV1H3d Tigard, OR 97223 0,CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY Telephone: (503)443-3900 A CEPTED CONSTRUCTION PRACTICES.CONSTRUCTION CONTRACTOR VALL BE �t D""""""'""""""»"""""P���lP�'0 � � O REQUIRED TO ASSUME SOLE&COMPLETE RESPONSIBILITY FOR JOB SITE .........."""...............p*^*AddY Facsimile., (503 f 44:,x-3700 CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, 0111101 40 A110 o Reprresentath°e: D1117f•.. `ieyd en INCLUDING SAFETY OF ALL PERSONS&PROPERTY:THAT THiS REQUIREMENT � � CC dha 0 hriri t�Rl SIJALL 5 MADE TO APPLY CONTINt IOUSLY AND NOT BE LIMITED TO NORMAL � '� Yd play RKING;TOURS,AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,INDEMNIFY&HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND �i �a AALL4.�L! LITY,SEAL OR ALLEGED,IN CONNECTION WITH 1HE PERFORMANCE OF � J WORK QN THIS PROJECT. QC GENEIMLs CONTRACTOR: SPECIAL INSPECTION REQUIRED Teo State of Oreclon Structural Social Ctads ❑ Conc oia and Reirfuming St" ❑ Botts rnstallad In Concreb ❑ Special FAwrent-Reststrnrg Cuncrete Fram'a r ❑ R iniorcing Steal a Prestressing Steel T*n+dons PROJECT NAME . Sbucturka Woldlnq ❑ u;pt'--Strength Battlnp l • ❑ S!ructural Masonry l _ .,�.•,u ,: ❑ Reinforced t3yprritrn Concrete l O Insulating Concrete FHi l - ... I i er rtive Material ❑ Spray Applied P ir-R k e I L_ 0 Pilings,Drilled Piers and Caissons ' otcrn l ❑ 6p"taI Oradirtq,Erc•• ­;Filling O Snokc-Concrol9yct'. l-DATE —- - 7.8.0 �1 Other in%Petitions l CHECK' - DAE ' l DRAWN 8Y: LC PROJECT 202108 I RECEIVED Jp N 13 700.3 CITY i)r- TiGARU 4U1LUIt1(s DIVISION CSO BtJ P2001-00021 11405 sw 91" BLDf,S 1.4 4TA[RWAYS lF14dt r XMR9 VP111 11,11,Iry III ' wwR, t � J t k+, • ! f `�aF J a 1 �f:JL4y_ ,?'Iru��, _I,h -�Mt A'LrJ2'WtG..�" 7�•— 1 1 ;t{����, � t •v" ref{..� - '. 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ALL ITEMS SHOWN ARE EXISTING UNLESS OTHERWISE A21 NOTED. I1L 1l �iO����•�� .�j1 54Ep�fQv_ —� ^•I� C3 EX. BUILDING #4 J2.1 EX. CARPORT 3: a� 2 EXBUILDING #3 lei A2.1 1121 S.WSalmon 2 suite 100 s Portland, OR 972 0I_ ,L3 EXHALYy 32 Tel. 503.221.1121 503.211.2077 EX. POOL EX. PLAYGROUND " r IEX. CARPORT 1 ' EX. OFFICE J .... ..............t----.... ........ ........ CONSULTANTS EX STOR EX. CARPORT 2 Lu Lu tEX. BUILDING #2 Oct V.I � 0: c LEGEND FLAW w W EXISTING PROPERTY UNE/FENCE 1 Z .222 ACCESSIBLE ACCESS A1SlEEX1sTING EXISTING STAIRS TO BE REPLACED BY NEW �X• BUILDING #1 � EXISTING DOWNSPOUT ADJACENT TO STARS EXISTING ELECTRICWIRE/CABLE PROJECT NAME . SITE PLAN KEY NOTES PROTECT EXISTING TREES DURING DEMOLITION&NEW +— rte h A.ywh.► ' .n;•`k�r.:'p:.;�ri+�;,,rr,k.':+`�ti t 'r,tRy i°.'rt.� n + t :.r �•.. .:- r'�” ,:.➢mss r✓," i�+t',,i4L'�fP+,'�X�+eg.•t,,':='4,iy�1i`:=„��'.1,„�C'ia�,+{t�oa>a`fo,{p�'”,.>,'tl°,d r,�+l,;S, �.�-• , 11 Q OO1r CONST R UCTION. 2REMOVE EXISTING WOO. D STAIRS. .LANDINGS,ASSOCIATED STRUCTURES&WING WALLS SEE ENARGEDPLANS PROTECT EXISTING DOWNSPOUT DURING DEMOLITION 8 NEW CUNSTRUCTION.REROUTE AS NECESSARY. " MAINTAIN UNOBSTRUCTED PATHS FROM STAIRS TO PUBLIC WAYS. PROTECT EXISTING ELECTRIC WIRE/CABLE DURING ILI OA TE DEMOLITION SNEW CONSTRUCTION.REROUTE AS NECESSAR•' AAI UNOBSTRUCTED PATHS FROM PUBLIC WAYSLO CK—: - 7.O�A—OF REMOVE EXISTNG FENCE WALL. I DRAWN BY LC PROJECT 202fU9 BI'P2003-00021 1193 SW 91`, BLDGS 1-4 STAIRWAYS 2OF1Z-4. a `wi 7 t�dtns++lllcnn Ala '`�r r�.-ryes-'a••v.r '�-�:'<r��. H:c�"iw'.n: +y r� a d ��fe".+:h..3aiici '^:��' t'�ill�.." `F ,i: ,1 t' �S.�w'•res�s".e�"'it:��.m�i?�''�;uatd` + ti�Frr�`�+= '`�-YE�id.i►ir.:�d4t.�s�ri6vrotes,a.1.11�a4'f�ic:d�i.lc'jud`��t.z:.::au_�c:ai�� . ­ . I I . -1.. � ­-­.. . ­_._,___­­ -.-- I --_.---­___ - - Ahmffdk=l- _____� - - . __ .. I-- __­_�. - -__ - _ __ . _.I- ____ - -__­­­�-- �- �..­ __ -_ ___ - - - .- - _ . --- I—- --­ - -_­ - -­­­ ­ - - ____ � � � ll,i� - _____-- ,,,,, . 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PorNand OR 972� If 0'uj7 �T5 TeL 503.2211121 18 18 2'-1 3 4- 3 11Z2 1 1 Z-11 1 -1 1 3-1 12 -t (3 EQ)12 ' 1'GAP 1'GAP 1. STA 2b PLAN- LEVEL 2 B2 T 2 PLAN- LEVEL 2 B3. STAiR 1 PLAN- LEVEL 2 SCALE.- 1/4'-f•-0 'CAIF: 1/4"=1SCA-.E: 1/4-1 0"EXISTING EXISTING RMP RAMP frUP UP EKIS7M SUNKEN PA770PAM) Y-3' 4'-3' 30 4'-2 tl2s t i2S ) 6'-T _ C /2 13 02 14 1 13 D2vs 3 02 °j 2 A2.2 1YP Typ CONSULTANTS P 14 17 D2Cy D2 7 7 SIM A2.1 4 cn W"2'-O' D "Wft 2 0`1 ul Sim uj C3 STAIR1PLAN LEVEL C1AAC2 STAIR 2a PAN LEVEL 1 ca SCALE: SCALE: =0•SCALE: F ^ Mvp, 8 ) uj co Q. N .�. r tra PA , dr 'S1., r.�4V u � v5N.ir I coa. X ASI 1d:Yr� YggtPROJECT NAME EXFRR EXISTING REPAIR EXISTING WING WALLEND WALL STUDS AS REQUIRED- 060 ILSEE STAIR NS GAP 1' GAP EXISTING WING WALL EXISTNG WNG WALL NEW SIDING OVER EXISTING!REPAIRED STUDS EXISTING DOOR, FRAME, iHRESIHOLD TO REMAIN STEEL ANGLE WEUXD TO NEW AIDING OVERSTRUCTURALMEMDEW AIR INFILTRATION SEALANT oo/ FLUSH WITH 006TW NG WILDII BARRIER CVMR EXTERIORfL(O6 NEW U1N[ riAGYP.130.TYPE NEW 24 P T.HASEMETAL WATE LANDIING OER EXISTING SIDING NEW 2x P.T.STUD AS REWIRED STEEL POST- 02- -n•r� n • , \ Ja ;' _J.. r ,_•'4 •- P{A...C.1.N.a. r .- �.- •-. :.n_f••r;ia,.na.,r.a1•.+�+. ,,,,�,,�,_, t s �1LA1AMIb1E1 tl>1iTEIRlEAlCVTElRI?4E17N(T _'•!.A�,1••,"t*4'!,!t•^!+' - .r„�. ..rI� g�r1 � II!i n_n•NIIijI �7».,�'.»�.1,-r,_,__._.,_.,..}J.._,,�sr_>+„ p :. �+,A-n•�§•� r . .'.M1., Par..,,• a"..,�,-..,-.,...._ ,,-_„,«:--..,..a,«-,..a--.I.._9,.,.,,,.,......v_.,._.•., �. 1F E7 � -- _-•-- __.._�.__..._-_.1x3 TRIM BOT H Si.D,...ES .r rENIrk1Y 1p� -�jt.�d~T r��...-.M-•--'.,1+•-rM""'u `R1llEllnP {L�ACE EXISTING XISTING SILL �..»r:f+.••,.,_ea'r,�,lytw^ .p•w', L. :r•w'.••\:LFCHECK: wrMl•MaD.• YAvrC 3EL i1wBY NEW 2X P.T.SILL MESEE J . LpW` RY. LC EXISTING CONCRETE SILL TO REMAIN COACENT ING PROJECT 102168 wa OVER CONCRETE OR GRADE NE13 TRIM AM"gLR .AN SEALANT P.T.2x4TRIM&W GYI- W) TVPE ovk" 4tme S m REMOVE EXISTING DOOR TnIkA REMOVE N OF 6 P IT1 Ydw SEE STAIR PANS SECTIONSEXISTING WING OL EGCW LAMMM BELOW SEALANT XM 2v2 sur5 E21 90PJ6OOMMTA? N L3. WG WALL ENG1RMNAT10Y (PLAN C4. LL ASE SECTION 1190s S",91 1r SCW.E. .71ct-tr 40F1w4SCALLt'-0• 4 4 Po�11AA 1, ttI Way 1 �1V FIA - •ts! un M a � � • ,,- .., 4. _. a i�1;) J},' -, 'J�§l" �.4r1�i!y:�k�� -���'� r �'�< s"+x t:s�;: r1 ., .,,:.,-. n:. .. 3 t L, r. - I : -a• . : '�" '..:. 't D�+�� .P t �y'`t,nyar^i. » �.r. ,. '..,,...:.m ,., r.,,r.� 1._r,r:r..�,'•irr:'nr ,. ..3' , <.I r- i. -. .. �J� rys ��'arkly 1 f dx \ 4 4w y I it � 1 1. �...,1,. �: ;.� ,: .o, « , ,,, `�-;, � I<•,y, �k' ar. 9�"y: #.,-.,lL 7".1=�, '.P` ,rJti y'N°1�. b.. i � . I.., ,.. ,;.� .,r: -. �r. r � ,.., w. •. - I C) f � J r ai `7,'t :ti r'{� '1:r 'a �! " ., ,t `�F t ,,, IfI:. r:;..',Y"xl��,�,:,,J +.! �.,:;,: f,, �r`t��d �'•liikr I;.- YA'. .�, 3,: ,�. � p <t.r ',r ,' i .`.,�A _ 4f"' I 1 L Y w'",tw4 1!, •r. 1 I1.�.,�j`. -rf.6 � :�` �.� _;k r :a.a ,� e h' i,xl ,.1,,,,�.+ ' t�i;�}�.� S v,; s `•r a d',.L.�, , �.I ,1',''1�y`t' �ri , �z s•; ' tS ,i r �i'.:� 1 L .y:. i� 1 Y#y�•r;�:�It�f���'+�:�akll' ,r,i:,1 1 z�r. .t',i '!A ; ". +� s � J ���, ? 4 .�.i . I,II"� g f �: I'� � 'w +� J>p �•� � �: t• 1. �J'I t IL 1s 4 I ""�!II► , sbt' r5 1 S Y i>l�Lr,.pFf n� b ( • , �� , V „ Ar y i , • •}r t , - ,p 4 a. ..,.., r 5 y ll ,. r , r, � . , a M : q !. s h.. J a p _ t r .. #,,Aw a .:. 'h } : Y y i,,,L< ,. , Y. ,.,.,tl..K.., h ,{ •� Lf) r .k . N�d yw .. .. L , .. :. .. W . •- 9}, .. ,.., , .. ) - '.. ... : 1. .: -. .. ': .: 5 1 'a... ..I ,. � .. .. ..}y .. ... . ,. .. r .. .. .. ... '.. r .. ,: .... , .:.. .r. 4 1. , r ,z.1• , r y y 1 l r . ,. ,'..,.. i!.... N7, a t' I .. , ., _ 1 :.1• IN ... n ka x. .. u. s. I u. » W �'�', d ...r,.:..,a ..r... -. ..f ,. . ,. , _. \.. :. ... tI. ri ,; . :. S(•,!f d .. h+. 2 -! d. . f. ..r♦ •F .1,. tl. R. M1} r .....i. .,. :. .. _ �ir,, t ,. � ,n7.r , i ,: • �. _ ., . - ,.. ,.., t.... r. :. t,x: a¢x , 4d4 , ••'biaVL }AiY+6`S.n�se+4diliif�a:rfiYFh.�,:�u.,1>L�,t�l6'�6ilY�l il�fbJW3u(IfAlw '- it�'iV1�.ir�I1l/iigAdd+w'�1,a,i1!i�,!�jylA34S'I:.'°aral6l1&,• ,:,..t'.b+.',;�5�.•Y•kY�aAd� sP:ti9,L'3tiM;fimdY:�..y>e:..:.�,BALL ,lr.t9>Vi,Y'1+Itsz.�111�Yo1.t.11'�t( e�t'W�'`H-Ib..i s.�.a�:elm�,pi�►!t}�pi)�._...4 .w. l'� if . , _;:,. •"•: 1` r?e♦,YNLJtYN.'1,W'v,.L1,1.Y.a,tiAw::rlifh«ul •1 O1 • • V. • •• �� "•I �' •Wa 1. • • 4 • • � ./ z tlREi1N V-10•_ -- ---------— S p�° 9 .0E u METAL GUARDRAIL METAL HANDRAIL METAL GUARDRAIL ' METAL GUARDRAIL-- - A2 .3 � A2.3 STEEL STRINGER' METAL HANDRAIL METAL HANDRAIL SEE STRUCTUR,41oo `s PRECAST CONCRETE p TREAD- SEE STRUCTURAL— PRECAST CONCRETE TREAD STEEL STRINGER- - SEE STRUCTURAL 1P ;. SEE STRUCTURAL O i �- STEEL STRINGER- �_- N RETE TRE/1D- CLOSURE END PLATE O _ SEE STRUCTURAL SEE STRUCTURAL (TYP) --WOVEN WIRE MESHSTEEL BEAM- GUARDRAIL WALL _.. iv Y SEE STRUCTURAL CLOSURE END PLATE :► (TYP) n STEEL GRA i ING -STEEL GRATING LANDING LANDING -STEEL BEAM- Ok SEE STRUCTURAL A2.3 1121 S.If: Salmon Suite 100 Portland OR 97205 ;j: TeL 503.221.1121 a STEEL BEAM- Fax 503 221.2077 SEE STRUCTURAL r — -� � ' tn I W - A2. GUARDRAIL/HFAUNDRAIL ELEVATION A3. GUARDRAIL/HANDRAIL ELEVATION A4. GUARDRAIL/HANDRAIL SECTION SCALE: 3/4%1'-0• SCALE. 3/4"A1'-0" SCALE 3/4=1'-0' A � WOVEN WIRE MESH i GUARDRAIL WALL METAL GUARDRAIL L � METAL GUARDRAIL L= CLOSURE END PLATE WOVEN WIRE MESH (TYP ) CONSULTANTS ^*kaCSGtSiY6," i.' El /— _ 7 - —PRESSURE LOCKED STEEL GRATING LANDING-TYPE 194 AS PROVIDED BY GRATING PACIFIC,INC, SEE STRUCTURAL • 1 --STRINGER BELOW- 800.321.4314,800.491.7999 r / UA O / 1 1/2•METAL HAMRAIL w / I -STEEL BEAM- ELAN 1/4'BRACKET- / SEE STRUCTURAL • d ATTACH TO GUARDRAIL Q PRECAST CONCRETE TREAD- w SEE STAIR PLANS 1 / / SEE STRUCTURAL vwi � Z� - i 1 1/2 ME!AL HANDRAIL- ��,,jj�� • SEE STAIR SECWNS FOR O ELEVATION 7 1 1/2'R C o STEEL STRINGER- Q SEE.STRUCTURAL =; � v; � 1 Lu F B4. STAIR TOP LANDING e ca 83. HANDIMIL DETAIL cc SCALE: 3%11 V SCALE: 3151'-0" d �► t r--- / / ---METAL GUARDRAIL PROJECT NAME / loll --•• �j CLOSURE / y END PLATE I 1 lin 1 112'METAL GUARDRAIL- ¢ (TYP)- SEE STAIR PLAW:AOR LOCATIONS N SEE STAIR PLANS —2x2 WOVEN WIRE MESH WITH I I FRAME-ATTAIN TO TOP a I PRECAST CONCRETE TREAD- I r BOTTOM RAILS 0o, -r SEE STRUCTURAL (BY USA STAIRS) (www-m"wtmwwm*-00m) / I DATE 7.8.02 / '' _: ._M .. - r., . ,.....•. . : .. .,,,_., I CHECK: DAE 1 STEEL GRATE LANDING- I BRAWN BY' LC SEE— __ ON- STRUCTURA 2 L. ,/ ON-GRADE / CONCRETE PAD C SIM- PROJECT 701108 SEE STAIR PLANS!!SECTIONS m. , t / STEEL STRINGER- SEE STM ICTUR.4L STEEL.BEAM- V SEE STRUCTURAL 2. 3, Q. STE LME H GUARDRAIL WALL ELAN WE STAIR BOTTOM LANDIIIIG ' "�'P2(")3-aloal 1190K 5W 9I" 81,11)(N I4 S1 AIRWAVS MUF14 , cgski otr,io, t .Yx ummmuff~ 1t tiY , 1 3 i 1♦ t Ott r t r,!S •.i Stiff.. t +;•: I 4'' . ,t•h.l'S i� :•�' ' , i , I ' r,yr�,�•�o L• ,'f y t-, �tc26 Rj;a' I x' 1 • to• • e • • •- • • •0• • • • ORAL STRUGTLIRAL NOM . . ... ... .. . . QQPf—MQUIREMENTS: CONFORM T,� THE UNIFORM BUILDING CODE, 199'1 EDITION, AS AMENDED BY THE STATE OF OREGON. '*e, 10. DDE91G4 WAS BASED ON THE 3TRENGTH AND DEFLECTION CRITERIA OF THE 199'1 UNIFORM \�•`'�Y RHP' / 19UILDING CODE. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS WERE USED FOR DESIGN: EXP: 6/30/03 -_ STAIR LIVE LOAD: 100 PSF ALLOWABLE SOIL BEARING PRESSURE: 1,500 PSF EXISTING C'-ONDITIONS: FOOTING I'-6"x THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDI T IONS, DIMENSIONS AND NEW CONI I ELEVATIONS. THE CONTRACTOR SH 1L.L NOTIFY THE ARCHITECT/ENGINEER OF ANY -b WC� / (2) 04 EA. NEW TS 3x3x3/I6 COLUMN, DISCREPANCIES FROM OHDIT1ONs SHOLLN ON THE DRAWINGS PRIOR TO THE START OF THE WAY, (2) PLACES CONT. TO LANDING, WORK NEW TO 3x3x3/16 COLUMN, (2) PLACES CONT TO LANDING. G } TFMP0�1" CONDITIGN3: �' (2) PLACES - - - -V - - - - - I THE CONTRACTOR SHALL BE RE5PONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING STRIJCTURES ANC WALLS OURING CONSTRUCTICIN. THE STRUCTURE SHOWN ON THE -- - -- -- I NEW MG IZxIOL - - ----- DRAW!NGS HAS BEEN DESIGNF_G FOR STABILITY LINDER THE FINAL CONFIGURATION ONLY. � I I I ( - _ n L --_ _ STRINGER _ - I - —_� L N -' - TAKE ALL N CESSARY PRECAUTIONS TO PREVENT ' 15 T URBANCE OF AND TO PROPERLY DRAIN �c L----J EXIST. CONC. I 1 - --- - THE AREAS UPON WHICH CONCRETE IS TO int POURiED. F2EMOVE LOOSE OR DISTUF�ED SOIL FOOTING --I- I e 82 S2 -_ _ FROM THE BOTTOMS OF EXCAVATIONS. FOOTINGS TO BEAR ON UNDISTURBED NATIVE SOIL OR n 82 \ STRUCTURAL FILL IN ACCORDANCE WITH TrdE SOILS REPORT. a � C ,� ., x NEW G I x10 X `� x �L- N-PLACE CONCRETE: NEW CONC. FOOTING I'-3"x \\ I I n ' ST I 1 1 �` c� MIX DESIGN; PREPARE DESIGN MIxES FOR EACH TYPE OF CONCRETE. PROPORTION MIXES BY v Q 1'-3"xI'-0" DEEP W1 (2) I �'tl u- ul lL) EITHER LABORATORY TRIAL BATCH OR FIELD EXPERIENCE t`1ETHOD5, USING MATERIALS TO BE 1121 SH'Salmon ' 84x1'-0" DOWELS EA, WAY F 3 EW C 1 x10 3 EMPLOYED ON THE WORK FOR EACH CLASS OF CONCRETE REQUIRED. FURNISH CERTIFIED Suite 100 INTO E`4iST, CONC. STEMWALL, I I 3 lil S INGER REPORTS OF EACH PROPOSED MIX FOR EACH TYPE Or WORK OF THIS SECTION. (2) PLACES T'I'P. I I � l •Z ADMIXTUFZES: AIR ENTRAINING AGENT IN ACCORDANCE WITH ASTM C260 4ND WATER- Portland, OR 9,7205- REDUCING ADMIXTURE CONFORMING TO ASTM 494, USED IN STRICT ACCORDAPICE WITH THE fel. 503.121.1121 r I _ MANUFACTURERS' RECO!1MENDATION5, MAY BE INCORPORATED IN CONCRETE DESIGN MIXES. Far. 503.221.2077 � 1--------� ( = l AN AIR-ENTRAINING AGENT CONFOtRMING TO ASTM C260 SHALL BE USED IN CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER THE AMOUNT OF ENTRAINED !: AIR .SHALL. BE 5% - lR BY VOLUME FLY ASH NOT TO EXCEED ]B?% OF CEMENT CONTENT BY � M _ WEIGHT. - --- ----- - - -- --- N 14EW MC 12x10.6 - _- - - L----J I -.. -------------------------- I �. STRINCsER - --,- GO�lCRETE WORK SHALL G01.�FORf"I TO ACI 301. Gor4CRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 25-DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS: FOOTINGS: f'c•2500 PSI AT 28 DAYS: MAXIMUM SLUMP 4' PLUS OR MINUS I`. T.M. RIPPEY AEXIST. GONG. J i CONSUL:PING ENG!N!'.[�kti FOOLING 7070 S.W.Fir Loop. (OTHER STAIRS SIM) (OTHER STAIRS SIM) )�FORCI 3�TLc Ti wd.Ore mW223 hl�l p FLAN REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 AND FOR DEFORMED BARS, & g°" ST,4 I R 4b PLAN FOUNDATION �T�I b I- L f•�N - LEVEL } UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM Phone:e301)"3.3900 4'10&. WELDED WIRE FABRIC TO CONFORM TO ASTM A82 AND A185. Fix:}s01)443.3700 SCALE-. IV ' I'-m' SCALE: Va' • V-0' REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH AGI 315- LATEST EDITION ('DETAILS AND DETAILING CONCRETE REINFORCEMENT'). • REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: 1.. CONDITION: MINIMUM COVER: o CONSULTANTS CONCRETE CAST AGAINST AND PER 11ANENTLY EXPOSED TO EARTH 3" CONCRETE EXPOSED TO EARTH .AND WEATHER: NOS BAR, W31 OR 031 WIRE AND SMALLER CONCRETE ACCESSORIES: z �^ CONCRETE EXPANSION ANCHORS SHALL BE *SIMPSON WEDGE-ALL ::TUC .ANCHORS' OR ENGINEER w -jAPPROVED EQUIVALENT. META. W ALL STRUCTURAL AND MISCELLANEOUS STEEL.: ASTM A36(FY•36,0(D0 PSI) UNLESS NOTED U OTHERWISE Y Q T.S. COLUMN: .ASTM A500, GRADE 'B' (Fy•46 A,.00 P91). ALL BOLTS: ASTM A301 UNLESS NOTED OTHERWISE. O -i O Q WELDING: DR'J PER AWS STANAS. E-iOXX ELECTRODE AND BY 411ZR; 5 QUALIFIED WELDE . ALL STEEL TO HAVE SHOP COAT ^ ALL EXPOSED STEEL BELOW FINIS+-) GRADE Tl:) BE COATED WITH ASPHALTIC PAINT PRIOR TO of W �J BOf ACKFILL IND. DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE 'AISC0 SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'. WELDING SHALL CONFORM TO THE AIIU CODES FOR ARC AND GAS WELDING IN 0 BUILDING CONSTRUCTION AND SHALL. BE 3/16' MINIMUM UNLESS OTHERWISE NOTED. NEW TS 3x3xhq COLUMN, WELDING SHALL BE BY AWS CERTIFIED WELDERS. PREQUALIFIED WELDING PROCEDURES ARE ZQ CONT. TO LANDING, TO BE USED, UNLESS AWS QUALIFICATION IS SUBMITTED TO THE ARCHITECT/ENGINEER w (n C7 (2) PLACES PRIOR TO FABRICATION. W � ^� NEW TS 3x3x'i4 COLUMN, GARPEIs TRY: w V L.i. CONT. TO LANDING, SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST (2) PLACES I i EDITION- SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR N WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. ALL LUMBER NOT SPECIFICALLY- L` NOTED TO BE DF. '"2 OR BETTER. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURlw TREATED UNLESS AN APPROVED BARRIER iS PRO'✓IDED. FRAMING W �- NEW -- - -- - ---- --- NEO! MC 12x10b ACCESSORIE15 AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE STRIR i2xlah _ INGER �- ------ ----.---------_-- STRINGER ___.-.-_._-. ------_- -�--- COMPANY (UR ENGINEER APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE ^ DRAWINGS. HANGERSME NOT SHOWN SHALL BE SIMPSON NU OF SIZE RECOMNDED FOR MEMBER r X �r7J S 1 I Nl ALL FRAMII 'SAILS SHALL BE CONK ION NAILS. NO BOX NAILS ALLOWED. ui PLYWOOD PANEL0 SHA! L CONf"-ORM TO THE REQUIREMENTS OF 'U.S. PRG'DLICT STANDARD PS I D� S2T FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD' OR APA PRP 108 PERFORMANCE STANDARDS. UJN UNLESS NOTED, FANELS SHALL B� APA RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS PROJECT NAME AND SPAN RATING SHOWN ON THE DRAWINGS. PLYWOOD INSTALLATION SHALL BE IN 1 I •tZ Q 1 CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8' SPACING AT PANELS ENDS AND x - W 12x i ;� x x NEW MC 12x1 b x `• x EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. L 8TR f b I r` 33� e'� TR R �o �__� + I ul IU (L U u 0 U WALL SHEATHING SHALL BE BLOCKED WITH 2X FRAMING AT ALL PANEL EDGES. NAILING NOT QW xIV p 3 N W 12x Ob 3 F l I SPECIFICALLY IDENTIFIED ON THE DRAWINGS TO CONFOR-1 WITH UBC .AEiLE 23-11-B-1. �- � g R � - '-3 � 8TRiNWGsHI � VDIECIAL INSPECTIONS; IN ACCORDANCE WITH SECTION 1101 OF THE UNIFORM BUILDING L^— CODE AND APPLICABLE W..CTIONS OF THE PROJECT SPECIFICATIONS. SPECIAL INSPECTIONS L. ARE TO ISE PERFORMED BY AN INDEPENDENT TESTING LABORATORY EMPLOYED BY THE OWNER FOR THE FOLLOWING ARE.-AAS OF 1110RK: �--- NEWNEW MC 12xlOir — ------- _ L'---- - _-----__--_- ---_-- A. STEEL FABRICATION f"��`�� NEW MG 12x1m•6. �----- • STRNGER L_.—._ — STRINGER ---' -- Il TURVATIONS: l 'TMUCTURAL OBSERVATIOND BY THE ENGINEER OF RECORD OR AN APPOINTED REPRESENTATIVE L SHALL BE REQUIRED AT THE FOLLOWING 11MES DURING CONSTRUCTION: - DATE 7.8.02 AFTER ONE STAIR HAS BEEN INSTALLED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER (4)FOUR DAYS PRIOR TO THE COMPLETION ( CHECK: DRFi POINT REGIUIRING.SITE OBSERVATION. -- s TYPICAL STAIR PLAN - L EYEL 2 TYPICAL. STAIR PLAN - LEVEL 3 Uqm—wl�BY:- STS y:, • BCALEr �' . r•o' SCALEt It' . r-p• _ PROJF.Ci2177 h 4:1`Y o 4Ife K ':.7 by 4 4 - i , 5r 'y't tai r f:.l� •-i x a . `Y Irl rr•�','. 1( YI -.1 1r 1 '.^r r 1� .4 r - �sW 411`4t +' u { BUp21103-00021 WI 3 4 K( 1)(;S 14 STAIRWAYS LRS Ard tecta,,Im, q ;, t1 FS'�x4'ipiS'S�"•�,(+rl '.« i 5 7 x t r p i� "k .-.r+n. 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