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10380 SW CASCADE AVENUE-6 65 5 _.._ C3 E N E R"1_ N(�T r& - ••r••..l•r \ 1 PROODE AND INSTAI.L LLUMINAT V EXIT SIGNS AT q R BUILDINGI E LL EG�'D � DATAojT EXITS i1LEARLI INDICATING THE p!RF'_.TION OF EGN?ESS ., . �>* \ ADDRESS. 10380 SW �,a:(c ALL k, ; ) . .. \��` • P1F4_-)v C'F A 3iGN 5TATING 'THIS DOOR TO REMAIN UNLOCKED 8,�\ � TIGARD, COEG()N 97/' DURING BU51NE55 HOU". ,' AT MAIN EXIT DOORS ON THE FIRST CODES: 1 / - \ �'•. FLOOR INSTALLED WITS! KE) LOCKING HARDW aaTE , E \ I, BUILDING 1988 EDITION u.e.c. O !�. f .. ....�. ` • EQ�C`. � \ \ � � FRUVIUE SIGN 1 REGD.'p PAVEMENT MARKING AT EACH RE . ACCESSIBLE AND A.N.S.I. A1771.1-1981 c_ ;� � `• � •. PARKING STALL THAT GONFC?F'19 TO STANDARDei ADOPTED BY THE 1 / ` : \� \� ZONING CITY 4F TIGARp ~ W� T 'E - \ OREGON TR,-�f�SF'ORTATION GOh1M195ION WITH THE INTERNATIONAL S' Sc. ..aLK , \ l' y�MBOL OF Acc;ESSIBILIT� 4 ,3, �` �, - CONSTRUCTION TYPE ri r, ( ) III N F. N l X \ `� A3 .°' /'�. ' \ OCCUPANCY GROUPS) 82 ' i' N -+1ANL7 AP 1 \ \ l 4 mANF C'ooR'°' AND WINDOUJ5 TO BE CERTIFIED ACCORDING TO A5TM E 783 4 �� \'\ �\ 9 I ' FENCE 'EH41N LI PARKING \ �� l FOR 0.31 CFM PEF TOOT OF WINDOW SASH CRACK AND 11 CFM PER FOOT j / �.% S ..\\. \ .8�, SEISMIC ZONE 3 ' \ OF DOOR CRACK J- A2 / �� \ \ ,• r;`, y4 i« 1 � -+•+c SIGNAGE / \ � � � �. •� '©, TAREA COMPUTATIONS: I H X1-0 --51CYCLE RACK (E) �? / •3, �'v.\ C Al I F'.00R 5.%b S.F. ,� { �\ \` ,- ) SLCOND FLOOR 5103 S.F ••_ \ l iXIT EXISTING TGTAI. 1t] 4..71 S.F. I , � � Z � ) LANDSCAPE - _ EXISTIty�`.�. E�cIT REMc�vABLE Gu..RD r -°PI 9'x18' RAII. SECTION U /l LANDgCAPE /'� STRIPED ,� b / / \ - PARKING !E) \ - RELOCATE GATCNBASIN ,9 0;\ '^ I ©. \ REGR.ADE PAR+CING LOT ,/ A6 � ��. ..\� � e•0�• I P^,•r.. , XIT EXIT SSS NECESSAr•"" TO DRAIN I -EXISTING— BUILDING I I iT e III N) \ . yh I ExIST'G. DISPLAY XIT / \ / / BALCONY �� 3 \ NG TOILET / \g �? �IU�A1f�C T�: `-t S' GATE (E- -- -.._ a �' - 11 %:/ NOTE; e,?S 4 1 5'-3 /2' \ - —_— 4'-0' X &'-0' � '�0,116,�0. �_3r:j ►~ 5K7 L IGH�" ABOvt •e• �. ._,.__ E3,,. , NEW BL i FOOTING RAINAGE \\ A4 i \ / CEN"i CF<t:D IN \ �p �I" ADD+TION ;! CONNEC TO FXfSTING \ , \ - _ �/-+ 15' GATE ,E p 6' DRAT \ �� \ <. FRAMING. SLIDING eIIIN '/ __ ("4 PLACES) DOORml/p/n/Mm" - ���\ �. / LINE Or- 711 OVERANGf , D PE1;,: I.Eu T Elc L'� JM128'-4. 48't 105' - ABOVE F+�1 R.3 TE PLAiA' Ile All F ` � D S. � � ►rl OVERFLOW S\�,, EXTEND EXISTING WALL CONST. I \ EXP. ACG. J6; � ) r CONC. FINISH D.F. 10 14 / ' —NEW FRAMING A3 I \ t 1 4 '", • / FOR EXIST'4G \ '�� 0. END WALL \ 0• _ A2 4s, 7A ' STOREFRONT- ��p \\ A3 II'-?' 5'-�' J 15'-9' 15'-9'--..� �"! n!5'-g,. 19' 4' IN 3 ---. WDOW SYSTEM \ ; -�--- TO MATCH EXISTING \ I jP ` ♦ \ , + \ ` LINE OF BALCONY + % 5 ..� (� ENTRY \ / ABOVE \J / i + l SERA ARCHM-Y.TS PC - N 123 tiW SECOND AVE. / \ 3 lJFrl(-11 � ���If 11 PO�RTI�'�ID, OR 9?2(}9 ---- t, �� PHONE,503-228-6444 FAX:FC`ND 03-228-6913 EXISTING DOWNSPOUT I \ \ 1 2. -----. _ TO BE \ g; �\ EXISTING WALL --- I RELOCATED + \ \ �• TO REMAIN EXISTING WALL �Jam' , Sim h 1 �Q/ o TC BE REMOVED O CS A N/ NEW CML' WALL DOOR �` O -' • - MAN EXISTING .M. °a�0 \ •Q}' S:?• - Y TO BE RETAINED / \ / 4 � (`CJ ' \ WALL OR FURRING TYPE A; ___----- I FOR LocgrlON Cr- \ � 's. %, 1 (�� 04 -__ _ � � -PROVIDE D.S. CONTROL t COMSTRUGTION S, 0• ! 'Pi ` NEW INTERIOR �'ARTi' Oti - PROTECTOR � \ JOINTS SEE S'TAiJGTURAL I \DWG S-1 ---- - --- EXIS-rNG A2 / 'S °� o ° OVERHEAD / // -a 0' \\ \ \ - tee• —- - RAILING BELOW A DDDR -_ FREIGH' ELEVI p f \ `0, C -y ��� 8'4'x!7'-0' I �/ / \ \ �-�+ _ \\ w' '1P W: ROOF DRAIN ASED ON DOVER /.Q IrZ FOO 1� I EXPOSED / \ �' >r vD OVERFLOW LINE 00 j SERIES 50.5. CAPACITY 1 I AC,G. FINISH \ \ \ 0M (TY J At A3 — I HR. Wl L L �xr I 3 81CCES C UP S �\ p. o ' - LINE CF r LLS v \ � CRICKET o BES ' I I - LADDER i NEW FG JR HOUR WALL �I \ C °° CTYP..' LADD h�E,/ \ y ;AT PRCPERTY LINE W/ PLAN \ } - r I I � G, ( 30 PARAPET I _R PLAtIts — ii►.i E Q�,, 8 _ . G a'I TE: REMO + OVERFLOW--�--► -- _� 7\ Ab / = --_ — (� I - - -ND VE A3 \ I aD ( 2 $� _ o' I R F ` T AND RELOCA ATE D S.1 I - - T pl a•� EX. CONDUIT ON i \ 0 I A7 - T�'P - ovERFLa� ; v \ � � \ '•.�' J15' '- EXTERIOR WALL ` \ \ 5 'I LIGHT ;TYP. r _ / . _ ' �\ \ SEE STRUG iURAL FOR PLAGEMENT / cD •� ! � 4 '0 ' ?' 15''9' 15' 9' 15' 9' 19' 4' _ - '"'_ _ _ � -5._._._ .. . _ —. \ _ � _ -1S - - ° _ � -5' �° ' _ _--- __ ___.____•__ 123' -41 + - 6 t TO ` -' \ — F�7�J• F' E' MATCH EXIST'G - 5 1 GU IP + C A B 1 - D 71__ - - - - - i C_tih.. �:'la'4'e �c� �E F' G1 SHEET 12, �, A� N a1 v8si -m OUND R(AIM �i OF 6 ;dgf'A€)E. 10380 JUN 0 6 1994 MICRORLMED Iilll � l VIII I � III I � IIIII Illi ! h ill IIII ' 11111 11111 11111111 I VIII 11111 ! 1 1 nwA- GLASS 4MADE IN CHINA IN 1 1 1 I a _ED IN A_;C4ow ., � l GOi�T�Cc;L JOINTS IN 4 Ht?. CMU WALL 70 pE IN$1 '' J,y,�E WITf�{ ,� JB.C. ST/.d[>AW..J NO. 43-I. ::ON!k0L. JOINT MATEkIAL 10 BE bECxJ*ANC M1,14, ED •.'" �� __� FOR ENTIRE LE�GTj 1 FO JOINT. , Vn1fMDISPLAY 4 SIGN LIGHTING METAL FA/--ED 1AbKEWW I I I TO MATCH EXISTING SIGN PANEL ---__ --- ICOLOR Tp MATCH EX. ---- _ ALUM. CLIA. ANODIi EG L7ISPLA B -�---- ' ;� ALCONY RAILING r�, FLEVATEG' PANEL FGA I 8L!DING GL.aSS I SHOUN A-K!uepWIRE C/a LE IN SIGNAGE ORIENTED TOUJARGDOO -t1 PIGaL STEEL FRAME SOTHBOJND TRAFFICREMOW55LE GUARD RAILIFOR 05. a� I ! FORK LIFT LOADING !� T 1 I C 5T-EEL T.O. PARAPET - _ + BE A CSR -M ---- --- .. MTL SIDING �..J ( -(� � � T I i� COLOR � PAN 70TT OT `J O e � U �� -� EXISTING -( . . T i J T t (T 1 TO MATCH I t , T r_ _ _ ._.. OPEC '-- - _......__----- , I I •- , 1 I Wig._ + ' ! I I� II ,_ ......__.__- _...._ _.._ __. -__C� T' \ I �I IYW PER o __ -- --- — 1 �1 � ��9ST ��VP'1 1 IIY V METAL SIDIN�s TO MATCH EXISTIN�s OT ■ TEMPERED GLASS _, STAIR X12 1/8'=I -o' / NEW C_QNN$TRjCTION XISTI I 2 A S 1 '�� V A � �� ELEVATION 1 f°1IR � _._•_-- TS bXb LD NG ' SIGN POST 1 A2 1/81=11-01 A QG caBLE SUSPENDED .; SIGNAC� / ( EX. BUILDING NEW BUILDING b -- t•?ETAL FACED I �- SIGN PANEL i I _ - METAL SIDING 5HOWN HONDA ASKEWED I --- MIN. 30' I r T — -- _ T'T.O. PARAPET PARAPET I I 1 , { � - __- - --' •.�_..-._._ ._ ___-_______.�.__-- ---_ ___..____` _ . ___ .______________ _.._ � ►fir- I ! EXISTING CI"Ll PARAPET - � C CMU 4-HOUR WALL CONSTRUCTI;GI PAINT- ELASTOMERIC - COLOR TO MATCH EXISTING _ --- ---=-. CJ .. CJ - C.! _- -_. SERA ARC HlT1hCTS AC -_ - 123 NW SE�CO19D AVF. -- c 97208 PHONE:503-22t-6444 a ��C�VA �I��4 tin _ ��, - _ _ _ ,_. ._....� FAX 503--224-$913 4 SOUTH ELE 9AT0 5 At S70N ! EX. BUI DING @u1 BUILT-UP RO,.)F-3F'L r W/GAF' OvER --- - RIGID INSULATION R-n MIN. OVER • -----� +' � FLAT STRI;GTURE W/ COMPOSITE CONCRETE DECK I T.O. PARA ET Y /fir TA. A11 I 4 HR O 0� CK ----- _ CONSTRUCTION __—_— I -- I I EXPOSED STIZJGTUREEXPOSED STRUCTURE-PAINT I I I I I F FLOOR I iA I I (T1'P.J - - fi ----- ---- -- -------- -- ------T -- wl- - — I I EIIEvATOR -- ___ f I I SI�AFT _ - ---- -- -- --- - ------ -- EXPOSED --- ----- - ------- __ xTERI EL EVAh - ® I I -- sr rulDe�- I I I I I ELEV. 3UILCING SECTION TYP.) I I I I e ---EXPOSED --_— I I I I I STRUCTURE-PAINT , -_--- N F. FLOOR I I I CTYP.J ---- --- SHEET 13UILIDING oRCSS �CTl� p2 ;lB�sl� r7*N TRANSVERSE SECTION 210 ,.p)r AOE 14300 "JP 94.0112 JUr, 0 1994 MICRORLMED l � lllll I { III I VIII I IIIIIII VIII I V III I 11111 I 11111 I V III I illllll I III � I IIIIIII 1 �- �'L� 4MAOIE IN CHINA IN 1 1 1 1 ' PARAPET FLASHING ( MTL STUD WALL W/ FXT' 1 CsYP. "ATHING 4 150 1 _-�_ Ir -----40 ,� f3LDci. PAPER �- -0 WIAS L. ,r r'AR.1PEt r-LA9IIING �w 1 1 TO MA�IL-;(15TlW-x PLIE° 1 —Pt PLW'D PARAPET NOTE: MIN. OF ! /Ib' TAFr~ I _-.... _._ROC* DRAIN 1 /1 1 51 IEATHING Woo INSULATION. �D WE DETAIL A� �-- /..._ METAL iAl�L'i A�...__.._._._..._... INSULATION i ATTACHMENT ANGLES 64h PAWL ROOFING PLIES ro! CcX1P. ROOF DECK 1 1 _ INSU!ATION COMP. ROOF DECK a r., � 114 • `� �> t 1 u-- T i a 06-11-41 P.T. BLOCKING W/ FIBER I is J CANT STRIP I TAPERED BEAM I OF BEAM I i - r 1 > 1 1 1 I 1 CONTINUOUS- I _ 1 DEFLECTION HEAD ---t — -�----METAL SIDING OVER REGLET 1 -- I 1 EXT.GYP 5NT'G, 1 I FLS, — -- � -J GUNNEC110N OEFLEGTION HEAD I i EPTOREFRONT T.O.W. 21' 5 r 1 I 1 CANT STRIP 1 TS COLO 9N -----r - -- I r-� ' { MTL STUD WALL � EX. THERMAL UL' INSUL 4 GYP. BD INSULATION Com. A MTL. PANEL TO i �--� 0 MAT:H EXISTING O VAPOR HARRIER g � .. BD. L EXT. SHEATHING W/ 150 BLDG. PAPER I TS 2x3 GUARDRAIL, --- _ PRIMED ! PAC-ED • 1 �` MTL. STUD WALL ' `L ! 1 EX. MTL.--- 1 _ 1 BUILDING !' W/ INSULATION 1 j VAPOR BARRIER r 5/!b' WIRE CABLE _Q 5/8' GYP BD. GALY. PAINTED BLACK 1 - TYPE 'X' MTL. G�05lJRE CLOSURE ZTEEL-- }� O -- RUBBER 5A5E I RUBBER BASE RUBBER BASE ` RUBBER BASE !b GA. PAWED f EXP. AC{1R � CONTINUOU ! _ � LONG. DECK W/ ►�`{ N ! EXP. FLOOR LONG. FLOOR EXP. AGOR FEGLET _ EXP. AGGR EXP. AGGR - - EXP. AGG.4 FINI$�+ F� CONC. FLOOR I CONC. FLOOR - -` I/4' PER FOOT SLOPE FLASHI 14-0 — TAM. 13'-4' i UF BEAM WF JOIST CANT STRIP, UE JOIST OF J015T - r ! \ I ILF BEAM 1 (-•:- 1 TS �- W/ GAPPED BOT',OM I —'�' 1 1-•s - ------------ --- ' _ 1 (_..j�, TAPERED Ur BEAM 1 1 I EX. l,!"IU W - EX. 2X4 CLC. I �- EXT.GYP. 59. SHT'G. 1 1 ` '�L EX. THERMAL I GRID � � I WQ/ 15 BLDG. PAPER I 1 1 INSULATION I �-�---Gl'P. BD. SOFFIT I - j METAL SIDING -------------J TO STEEL BEAM AT GYP. ,"E CLOSURE, � _.'� .� OPEN1T�iG Tl`XTL',''E / FAINT TO \ \�-.TS HEADER i MATCH 5 , ;CTURE. 4 SERA ARCHP"ECTS PC ! I I I DEFLECTION '�' HEAD 12..1 NW SECOND AVE TS COLUMN I PORTLAND, OR 97209 r FAX50350 28-891844 ARO jl x i 10 IV EX. CMU WALL- 9 w Air 1V�C, -�---- I ! TRIFAB 11 451 O�i' 4� - - WINDOW SYSTEM fl I � 1 I NEW A.C. PAYING n (, r• � 'x lip C • o — nom_ SECTIONS Al � ,• f , - - C'� u olo L .� FREE DRAINING ( FREE DRAINING ' GRANULAR MATERIA!- f GRANULAR MATERIAL CAPILLARY BREAK CAPILLARY BREAK ------ - - iY. lo --- pp11 �a� c , - PERMETER M&A.. 2. 0, r-, EXTERIOR WALLS - I ' 9-14921 SHEET 1 CP U WALLK'o2 �Ni� WALL 3 EWTING CMU WALE 4 ���,� A �I� L. �d[�8IN� � �� ,� � �\ppp �Al 3/4sal'-0' A3 3/41211-00 ®�L I( l�u6\ul 3 3/4 =I -0 A3 3/4'=1'-0' A3 3/4'=1'-0' OF 5 f SC ADE. '0360 cu-0112 3 4 JUN 061994 MICRORLMED ( 11111 ) 1111111 ( 1111 ! 1111111 11111 111111 11111 1 ' 11111 111111 1111111 I Illil 1111111 ' 1 FUM- 2 (;[A% MADE IN CHINA I IN 1 7 1 1 I i�eA �r�l*P oe \ \i ©1 / 0 UP / e 8 j CONC. FILLED 6$• O ( ._ STEEL PAN � m •6 '.4, A5 -� - --- - i- � STAIR - DESIGN ¢. °� 1 • © �"" /� , I ..._....__- I � � MSM •, I -- I L AND IND � ►-r ry 3010 NM '' - - -- C) DISPLAY 1 I ,l� r=.,♦ 1 BY OWNER DISPLAY OCII- � � CASE I I I eA pI� c�(���---- I^\p � 1 STAIRr2`� STAIUr7� 115TAIR 2-SECTION, A4 -�' A4 1/4'=i'-0 A4 1/4'=I'-0' J O rZ4 ✓� rte' N O 1 E : w w 144IR D 00fR UJ M-4 5110KE G,45KE T AND 5EII F CL05ING 1-IEC�44N15t'1 Aa - - ' UP SERA ARCHIT--M PC - — 123 NW SECOND AYE. -- -- POR'T'LAND, OR 97209 PHONE:503-228-5444 PAX X03-228-89131 LINE 6 p n OPENING AHOYE 1ti U _ h TION I 1 411'� EG2. EQ. OF p� AA v 1 `2ND FLOOR EXTENSION OOR2ND ELEV. 4 -0BEYOND- 14'-0' 0 -_ - - L dND IND STAIR PUNS I - - _ �. - - -- -- _ STAIR SECT ONS _ l D 16PL Al EST OWNER r -- - -- fel � Y 1 �'`•--------� '" �\`�� � j i I �'�/ / I FOR G<1r.:E DETECTION nl <sROI Mb_FL.00R r - I L_ 5 -0 J I ELEV. = 0'-V __.____- _ � J ____ GROUND F L OCR � AFv OPP. HAND SHEET izly'AI[I 2F �fl_,Al l 2- -C ISN 1140111-0' Ad 114'=I'-V� ► M OFI: a UE. 10300 1 6 - �a0112 . m.a..- 4'. .f .• s.:�aa+uc _1 4 .t - � .zt. O .71 . - "1rF A�VIlK !' a$ar. isr.�: .,_,.._„,:,�...,�' �:��r#s� Ji�l''ss. r�.:';w �iz>�:1Y1��`-�� rr.�,:.r. x rr}'• .i: JUN 061994 MICROFILMED 1 � 1I1 � ! 1 � 1I1 1I1 � lll 1 1111111 Dill I I � III III � III I Illll I VIII 11111111 1 11111 I � III � I IFlit-- CILMS 4MADE IN CHINA IN 1 1 1 I {�i Y 3 i' OL'.P4Pl M� (can) A" A G.I. IN 1 Ila' OD.wwDieAlL el ---�/ / •, - -- /,�/ /J .,� v�' 06-11}-44 �46 / oe ME RA i - AA.'►' MET y `' \` \ DECK — 16 GA DENT MTL. C4 PAINTED 7 A7 tip— CONC. COMP. r \I./ ` GALV.MT'L. DECK — �✓ \ \ LANDING \� E--4 O Ile e"NDETAIL `� [� `l��,dL NOT USED ,\ 3 A5 11211-0. A5 I' = POST -- PAINT ALL EXPOSED ----------\ MTL.-TYF, ' 4' OD. PIPE RAIL (COW) ) — S PAINT ALL EXF•`OOED "7 -TYP — — — 'L R , I' C 0 +� PLAN 1 1 Irl'OD.PIPERAIL. W 1 WELD WqI IER GRINDSMOOTW ' 1-10 SERA AFCHPTECTS PC PRECAST CONC. 123 NR SECOND AVE. / TREAD PHONE:503-228-6444 OR 97W9 FOIRhED ATL.RAISER i OT U%— I e j FAX-503-228-6913 r STRIWZR CONN.To i A5 1 ` FLOOR BY STAIR MAF. AAr C D ,fito* r `$� PIN,L DE-L" I' PD GAPS WELDED N 1 GRA.MD BMOOTN , -— TO 1709 G"RDRAIL � ------ - - OF 0 1 3/4'-1 — TO 1/4 X 1 X 3 POST _ BLOCK FOR NANDR.AIIL v4' . ATTACAMENT . D 1 2 J\� WALL - (T'fF'.) \ TO 1'X 3' POST W/ • GALVANIZED 3/8' iq 1 1%1' I 1 1/2' — — — PIPE RAIL 'y TENSION CABLE \ 4' OL.MAX. PAINT " POST 10 CABLE f a — MACK --- --- • - 3/8' GAL V. WIRE CABLE 1 - PAINTED MACK 1 FURRED CM WALL ly W STAIR DETA,S METAL PAN STAIRS W/ ciJ SILL GONG. ` - I MTL. 4 CLOSURE v----- MTL. SLEEVE �I = T.S. STRAJ�aER —_— —.------ H N0. Sc _ HEAT WELL IE 9TIFfENER3 TO CHANNEL AT 1 1 STAIR 1I"����!"�=�'U t1�� U Ili-�dL� GUARD RAIL POSTS A5 OF 6 ti 5�ADE. 101340 44-(5112 J l 1 N 0 6 1994 MICRORLMED I � III � I VIII � Ilfll � IIIIIII VIII : VIII � VIII � lil � l I lilll � lilllil I Illil IIIIIII 1 FM- c•Lm 4MADE IN CHINA IN 1 11 1 i.. 1 • .' W r 13L(7CKI146 1X NA;LER LL' C8 !' ,u AD. e STR" -L.j. .DINTS MT TRIM A ROOF DRAIN .. . . .-.�__...,, Alt DE(�C MTL. PANEL ` GAP SHEEN ' REINFORGiN� PLIES - � GNP BU SI$AtNiNIG " I � _ i M% WALL FLA&4N4 � � TAPERED MSUL.- 1 -7/ MTL. STIID WALL I P.T BLOCKING 1 j t'SPRIMCuOCK [?E►AG.�ABLE 13KIR' F�A9N►vCs G'YP. BO. St-4EATHING/ �i Q� --- IN3ULAT�ON BUILDING PAPER �f ` � •-_ _. Cary' X 1x3 Ga4✓ 'S F03T G-fP. BD. _ CABLE,- PAINTED - w r' CAP SHEET - MIN 8' ABOVE ROOF METAL SIDING I 3/8' GAL V. CABLE,- PAINTED BLACK w - REINFORCING PLcE9 �- INSULATION LGUE M!Vrs�E I f BASE d-EE / MT,-. STUD WALL T / GYP. BG. - j, RIGID IN31u a IpN XT8 bxb �- - - TAPERED OF BEAM CHANNEL MTL SI EE✓E, GAPPED - - AT BOTTOM W/ DRAIN i- STIFNER R AT OVER FLOW CM wa! L HOLE. WELD TO CNANNEI.. AT POST CONDITI� I I T$ HEADER LOCATIONg DEFLECTION HEAD \---- -.-2X P.T NAILER - WINDOW FRAME HDR. v PARAPET _ �9MU M , �_ ►I >> Ili �i ll�r',�N 'u� G��� `� �6`- !���,��, d`�� C � I� G �� �""HAN VE n I,?' GYP. BD SHEATHING .•-� --o 400' 1/2' P.T. PL`WD SHT'G. WALL FL MTLSKYLIGHT . �.S�+ING --- - J _------ MTL. WALL FLA°�NING ,.. . �� _ eo MTL PANEL-...--.- -- 3P�tMGLOCK DETA..HABLE ___.__.__CANTAL SKIRT UM FRAME- r_-....._.__ P.T. BLOCKING \ GYP. BD. SHEATHING-----_- CANT - 1 / FLASHING I8ABC,/E R � I i - - CAP SHEET - MIN. ' OOF CLOSURE ANGLE- MIN. Mid 8' ABOVE ROOF � � W/ DRIP � (, // --- RE1►�ORGING PLIES �I / - - RIEINFORCING PLIES CAP SHEET - -- GYP. BD. r FLASHING------ , BASE SHEET / --BASE SHEET �o I \ r� �•. � + f RGID INSULATION - RIGID INSULATION —+ -� > EX. ROOF- ~ �! � 1 ^ -- --- -____-_-_--- ---- - L DOOR „°-- - SET IN SEALANT. r --CONCRETE 5.. ,E -- COMP. ROOF DECK `"Et:. 51r✓1►dCs—_...- - ' COMP. ROOF DECK ^' , ►---, `•... I — UF JOIST ` o ur- BEAM EXPANSION J T. FILLER SERA ARCttT WI'S PC -- - -- CLIP STFdlCONN. 'PORTLAND, OR 997209 (SEE BTRUGT., �� �,( ^pp r`' p `r 'II k „l it t. �� %U1: SII��L��O U �L�-, I d'�►U14 v _ /! � II �cf 1,� •IL JI( -� �GR PHONE 503-Z28-6444 ^� ��,IIl,"I .' L_,�y,. GSL-11�J���U 0 LrllB u� ,��� d`• �l► � F'AX5n3 228-8913 -0' 12 ZTjk Fitt, C f7�c[ten Q1 fabri Note: ! c 4. MA" log ■ 5 /� lUl , . ABC� 'O� ± 36�� wide roils Bury bot.�m of -- rwrer r• , vp I Ilter materiel cn y $" },tenth :,. vAN-A C:�a�-■ �+If•�til-otz2o'-• 2�7 .l�e st'�plps or wire ty T 12 I� ring5 to attach f3brio Wire -- �S SI UT(r -�- III 0 t��/rAr4 �n,t �-bv � by� 4 ga.wlre 18' PARIUNG Yr1TH D,Mt 0.4v. s _�_.i__I W ftw"*coa � _ p :-_ A - ; -,-- ` fabric or e9uiv. c!-er ftibric Dr;ABt.lr77 EFUT ONLY -'v�, �) , .--�I11'.$ P_At-tP w .1 ©ft2U-fit ,b E?E'CC�k3Le �I/� �,�� r"1 - -� Y1C�!_ATORS SUSJEC T TO �. �: �� 9 I'> � �'d Iii 'INQ, �a 1A mcteri2l .\ - TO"iil `__ - -- - ` ". y I s� r tW-A-FZNIN� ORS MG20 AND nw wire fabric I LIP T? $250 UNDER _� 5xt - -- or equivalent _ �._ `` �•,w._ i� c ORS 811615 :r_ �� al9/I BGCkgroij.,) . B�vE t, WNtE1- �P- I /� �, 3o t-Tr I I 7• (t` r) V' r . N r' m -.............................. n -- ?�r4,7 i egend. DETAILS AcGr-as Al51-1rmin ° — --- 6, max. , ;'by 4" Hood posts. VAN-ACCESSIB �+ s•_griCani Ot better LE or epuol �f{ ou F3t-�Y VAIJ /',CG!'~SSIt3Llr sveel ,`ence posts 3/H a 6-o ,s-i"�1bARp �PAC� ,�---- SHEET '� SF_C�IMENT FENCE i" 2 ' SIGNAGE DETAIL 8• r' 94.0112 OF 41 6 MJF a I JUN o f; 1994 MICRORLMED IIIIi � I VIII FU11�R- (ii !ItIAM 4MACE IN� IIICHINA IN 1I VIII11 I1II { ,1, I � �®\, ♦A, Air• DISPLAY � SALCON" I ♦.�.` R2 \ Z / `• PLANTER TO PROTECT STAIR EXP. AWG. ` \ \ ��• \ OG CONC. FINI&a EXPOSED AGC, FINIS+ DN LINE OF �r \ \ / OVERHANG "wag 8♦;i -- --- NEW FOUR HOUR WALL AT PROPERT I' LINE W/ 3P' PARAPET - _ Q Q C) 4. 6't TO IL # 19 -4, CJ �, 5,- — - - - --•-- - - - Ip ', ... -• - --_.. - - -- - - _ �.,._.. _ ... - - - ... Ola ,. •- - -- -..._".�_`-.,`"_ - - - .. _ _ .- _ _ _.... CJ LIME "ATC-1,4EXIST'Cs � 2_ 4' _ A2 CE) 10 2 �, �--� Az N �. r7� QST R-f=25 G ;> 2x3 TS INTERMEDIATE- POST (TYP.) II T • Il' 10'-I' -3_-8' 11 T •II' 10'-1' � M� 3x3 TS POST 3'-'1' '-8' `3'-S' - 21-10, �3'-1' 3'-8' 3'-S' 4'-0 1/2' 3x3 TS POS' i'-11 1'-ra 1 12 R 9' '-I /4' = 12 R .9' '-1 /4 Z _ NMI 4 - - - Ll C SERA AACHPfEM P� I Irl'oD.HANDRAIL 23 NW SYCOND AV n . ( PORTLAND, OR 97209 / g _ 3.c3 TS PGST 2x3 TUBE STEEL-- PHUNF' 503- 228-6444 GURI ARDRAIL �\ '/ 3'•8' ` r AX 503-228-6913 3 �– — 3x3 TS POST `� 8 NLAG'GED STAIR AIR ��A - _ / RI 1/4 = I -0 R-ENG5 R :��R► �►♦- I In' PIPE FAIL (CONTE/ PANA EXT ALL EXP(�F,EC MTL.•TYP. TjW ca �+ • ' 100 __ r / / I - tea• ° pp p f , .v � v� •', --TS 2X3 GUARDRAIL OF O� ► 00, '4 - _�__-- — TS 1/4 X 2 X 3 PMT ° — 9s00, ^ / • 3/9' GALV WIRE CABLE ° ve, TYP. � ,/' II' PANTED BLACK OL _N RE 'alp .-"""___...� - ....- - ✓ - MO GA.METAL pAN --w _ J � —TS Vx4x3/16 (TYPJ • Ir F IRS W1 TCONCAL �'LL STAIRS tai C,-W. INFILL ASG PACIFIC 020 GA. B-36 FORM DECK W/ 4' GaNC. SLAB 6 • � ,(1--- 3 -8 �.._.__.---L4x4x1/4 (3) PLACES 0 TYP.i 3/Ib' 3/16' GLO&* ,R -_.__ • • LANDING L3x3x3/Ibx0'-5' W/ .p (l)5/8' GIA, RAWL STUD �TS 3x3x1/4 COLUMN. -.._�._---___ dx10x3iw' ---_- . -- -_ . ANS AT EA STRINGER 8EE 5TRIJGTURAL TYP 3'-S' SHE E DFIAL r5""*N '[)zkFTAlH ;Li ON b R-5TRDTL Rl i'=1'-t'd' R-5TRDTL \DF CASCAX 10W 8UP U 0112 7 OF -3 J u N o I; 1994 MICRORLMED � � Ill � l I � III I I � III I I � Ill � l I � II � I IIIA I m ill I hill I I1III I lilltit t Illit Ii � llit 1 FIBER— CLASS41 MADE IN CHINA IN 1 1 1 1 I ..,�... a,r A2 31 .`tl�i r�3Klr 41JE C� METAL FACED - DISPLAY 4 SIGN LIGHTING SIGN PANEL TO MATCH EXISTING COLOR Tp MATCH EX. _._ .-___.__... ALUM. CLR ANODIZED �' WICA1 1p IIBALCONY AILING --"-'-ELEVATED PANEL FOR RE ( SL IDING GLASS eLE IN SIGNAGE ORIENTED TOWARD DOOR-TYRE?�O'✓ABLE GUARD RAIL FORPICAL - - , STEEL FIRAME 'SOUTHBOUND TRAFFIC - � I FC)W LIFT LOADING r.o. P4RAPET — - -e .r: ✓,,, �..�.I� v . I - M L SONG w - ��— - _ -- -� M �I COLOR 4 PANEL. , Q a �_ ( �� (� °�`- rG '1ATGN EX!Sr'*�G _ l - ( - ..._.... O O - �(D_ o _ '{ If I � ; AIL _. _. C3 METAL SIDING TO i �Q Q ,` ^M �\ 1 MATCH EXISTING �--a _ O S EAS7 ELSE�!` A V X� l - --PLANTER TO PROTECT ! N€W CONSTT�ICT >_CISTING�tJIj fNG `_ R2 I/8 =1 -0 STAIR CLEARANCE l - L }meq I� 2 SERA ARCHITECTS PC i23 N11 SECOND AYE PORTLAND, OR 97209 PHONE.503--2'28—64.t PAX 503-..228 3913 Y D A/?o "ItA, 116 4 OF RUSED ELFVATKM a SHEET r .J L- I� e! Now vmwmftm� matin.«aa�rta�w�ew+�wM�n�eav�n�roa*wnnrs CW-ADE 110380 OR 9,4-o 112 13 JUN 0f; 1994 MICRORLMED 1111 i 11111 i 1111111 11111 ■ F[BFA CLASS MADE IN CHINA IN 1 7 1 I t1 i \� A FLOOR FRAMING KEYNGYES: F* ( I. `/erco 4" compo•lte c ., u et• floor with 022 ec e . fab 2 spar m.rlmum dd•.r. F' TI rJGN�aV ` ` \` Reinforcd w(th 6 x 6 - WI.4 K 1.4 WWMPro✓I�I• " Ueep Bey r VOI O►nts � -..w.� LE et ell le ter Id II , e d 3 end a• cter� , p n�.!lJdQ�TT►4 ._. \\ ,\ \`\ \ / I ed gr ne• IDng Cirl r � � r DEP'N LONG �^lWAL TRxaPi$VERvE �/ ` ` / 2. TS lxlxr/4 column, typlcal unless otrarwlss notedN" "D" i REINFOW__ ^%4 REINFORCINCa R�MARKB � \ \\\ // Tx xIi_ ____ ___._-._r____.__�_..___._.__. \ \ ,, / 3. ti 6 b . colump. �'�`!! 8'-!" I'.4" (!!) %x1'-�" (9` xy'.9r _ _-_ --�� - - ` / \ \ 4 Lbx3x le g with �/4dem x 5 dm 1 ___ _ _ _____._______ _.__..._____-.__-_ ernbe ent e o is et o/c (1) '6x1'-@" (1) %XT-04 �`\ \ \ �� `� ii � � B 4x4x1/ ledger w th b 0„ v ..� - ` - I' (1 _ -- _-.__. . _ _ �. L 4 i ' diem. K .. --- - •._. _ \ , g 4 5" �aumant anchor tilts et 2 -O> o/c. ..._ '� 'o -? "5x5 9" ('1) „ < 3 6. C-MU Pllester with (4� % ✓ert!cal reinforcing and 02 ties • FS" v 'c. 1_ / 16 x h'' p p y construction. RE V05M Provld• • ec el Inr action of masonry -O 6 '5x8 -6 l8' x5 -@' E C 2NT. 1 .`_ I -®"---r l2) --- - -- - - ------ - / `\\ \\ �`,.\ II'. % rs5 \+j9 \ . / 1. TS 3r3xls column. MAY 10, R CONT _ B„ / \ ` \�\ \\ s+! of a C NT ! ►'-b" (?? 04 TNtCK1rNED SLAG EDGE \� \\ \ 8" solid grouted full helgm CMU well with (U 05 /ertical • 2'-8' o/c. and (2� 04 _ . SEPT 't 1 ` _ -__ ___ _.--- - ---_- __._-- ___-_a�`___- \ / T 4'-m" o/c typical, end at top end bottom of we!! W- '� ` ` / 6 9 \ horizonta. • openings, a xteenei �'- S '6" ! 1'-4" SEE REMARKS (i2) •4x5'-@" (1) '5x12'-@" BOT, r5) •4x1?'-0 TOP �? � \ � \` /`' ' \ /6 fir c? \ \ +? �✓ 24" min peat the opening F'ro✓Ids 2) 5 horiz, contjmucuely at roof arrd floe 0/0'6 , OEC. 9, 1"4 i ? � 1 -4 I 1'-4" l2) 04x1'-8" l3) 04x1 -6" UNDERPIN EXISTING \ \\ \ `\ ,/� `�` 2 10. Install 04 dowels xb" embedment •4'-0 ' o/c. et ex fisting CMU veli bond beams 4e'na _._ -�-`' I -@" (3 ' •4x5_6" - " - \� \\ \` \�,, `�\ \�� \ \� / 1 Anchor !t fastening systema N&200 epoxy grout, lap 24" w/ r,oriz. ralrf. in new -`" ? / 4 K \ -� I 9B� ? " 1'-O" l3' •4x2'-@" (3) 044'-0" CENTER UNDER COLUMN \� \`\ ///�' \ /� \ L- L \ /// '� `� \ �� II. Remove existing wall framing at metal building. _. .:-___---- -- -- - __ _ - \ � CANT. b -6" I'_?" (6) 5 CONT. Sxi'•m" x !Z" OiG \ 12. I" deep eewcut control ,Joint. 13. (2) 04 x 4'-0" oppoaite ccrtrol point. /� V"�/-' .. 1,n��,-- ,.'`vim,---.,--..r--✓ ,i--�'v_� ✓_•,/'y' '•,/ . 3 14. T 4x4x1/4 column. /6 15. W30x I13 column. / WI?x14 \ v \`� �' v rs ` �+, / I6. 12" solid grouted CMU wall w/ (1) 5 vertical • 2t-0' o;c and (2) 04 1z tai s ' -8" o/c, \ /S \, $ \9 / typical. Provias (2) 5 cont. at floor level. Provide a ecljI Ins ectior, Of fraso+vt +/ �y conetructlon. p p �. / \ / r � W12xl4 12 Ir X j Qi /6 1212<3 /�/. \90-101 _._.... _ W12x14 12K3 , ►+ 3 --- 12K3 /s em /6 I "�/ ! T5 10x4x*&STAIR STRI1,6ER 11 012x20.1 - \est \ \�v 9 TS \�/? �/ ►--4 C 84 1 12K.3 12K3 qr 11 1 54 \� TS 10x4x�5T,GIR 5TRIWzER / - - - 12K3 . 12K3 -- 12K3 l p \est ` / /g�?yy C�, ' . ►- -i S3 ------ -- - --- AD - -=_---- -- - --- n . w '� ^/ �v 12K3 , 12 12K3 -53 \ � v�" \ st � \'sr � � � . � ►-� �J' 54 1 12K3 - _- v 12+' 3 �'I 12K3 12K3 \ / 15 \/9 _ x 14 51 C12x20.1 v 9 u _ ............_..� W12xl4 _ 12K3 _ j I 12K3 �� ` �' �>�� ►"' r �� / I�---- -TOS 0'-21 > � � ►+-� 00 / / l 1� /� \ `� t✓ 1 W12xI4 - �I 3 \ �!/j /F''f' \ \`\ et \ SS c(//? WZ.4 � ►�-. n / IIf_50-- I _l 6 12K3 --- - -I2K3 . - - 6 -- I2K3 _ �! 12K3 ?/9 \ 6 �`� `� 4 \\ +��� 15 \/9 4 w !' ►-+-� 3 Lir 1 - _ L - SIM. //� 9 _ 1 if 54 54 54 SIM, 53 SIM. 54 SIM. 54 SIM, m��� Cad D s4 8 � , D El ' TYP. ` / �F.RA ARCHITECTS PC - \ `• / '\ 2nd FLOOR FRAMii! L PLAN X23 NW SECOSD AVT.. / \� / R 97209 _. ._._._ . /,` \ \\� \ ` . / ^ `\ S39 -- SCALE: i/s" 1'-0" P"'ONE.503--026 6444 TYF'. XX-503-228-6913 �/ U 9 XI i // 2If N, / CEJAll o>;eooa '� 3 �/ 4 <� �, ,�'(� �v FOUNDATION PLAN KE1'NOT�S: I O ! ® I \ � (14. � EXP: 12/31/94 �� I) I j�Y✓ s ry�`� \`� /'�� ` , / 1. 4" concrete slab with 6 x 6 - W 1.4 x 1.4 lUl�i Over min. 6" crushed T5 4x4x1/4 colum+� Iii ��� rock base prepared in accordance with the eotechn!c5i report, /3 I I I I TYP.i \ \ ,, / \ 1 number 94-1111 by Carlson Testing Inc., dated March I, 1994. L_� 15. 24 x.40 CMU pilaster w/ ('10) '6 vent. bare, PAIL - --- S9 - 1-1---J / �B� ��� ,/ ��\ �// // see detail 5/55. Provide special Ineper-t!cr OF �� I / / 2. Construction joint, see Detail 2/53. mansor construction. J y T.Vii. RII I'EY 5 < 0 : 1 S / \\ ` `-J \`/ \ J � CO\SL'LTL�iG EtiGI1�'sERS I 53 !- �l / � 3. Control ,Joint, see Destail 1/53. 16. 8" Bolla grouted CMU wall w/ (1) '5 vert. reinf. • I I `� / <� / / - 2'-8" tile and (?) '4 horiz. • 2'-0" o/c from gr!f G 9� SW BvbLr Glad Sib 5 2 \\ '� ;�� 4. 2'-0" x 2 -0 block-out at columns, typlcal. to and of wall. Provide special inepection of J Pam i rW 97� i ` 14 K / 3 masonry construction. P'T�or (5W) 244-OM O �\ 5, ib" x 16" CMU pilaster with (4) 06 vertical reinforcing and 02 ties • rax (503) 244-M K - - - 13 `� \ ` „ 18 B o/c, provide special Inspectlon of masonry construction. 11. l6 x32 ' CMU pilaster w/ (8) 5 vert. reinf. and 15 E `� .� __ 02 ties A 8" o/c, provide epecia! inspection -\ 6. T5 lxlxl/4 column, typical unless noted. of masonr constri..ction. J F ' ' ^ ' T"1N PLAN I I I ! I S3 I I I I S3 ! I \\\41 1� yp y ,,h I . 0 I I I I I I I I `.'. \ `\/ �,._ 1. TS 3x3x114 column. 18. TS 4x4x'4 COLUMN. _ I I , I 53 /' ! I o I I III I i ,4S 3 `� `� \ c!1d FLOOR FRAMING 5 r--_� r -rl t�-_ I 5 5 -- - 12 ` ------ _ - - - - 8. 8" solid q'outed full height CMU wall with (U 5 vertical a L 2'-8'; o/c) " _ I and (2) 04 horiz. • 4'-©" o/c typical, and at top and bottom Of wall 15 -+ 1 wall (� enln a extend 24" min. past the opening, Provide (2) 05 horiz. p 5 p �' 9• - ------- --- - - - ------ _ _ _ __ _ __ _ cont at roof and floor levels. -�` t,' ------ t --- ------- --- ---- - --- _ __--�--- ----- --- --- ----- -------- -------- --- -- �----- ------------ --- -----r--- ---------- - - ------J S. Solid grout existing 8" CMU will full height. - EXISTING 10. TS 6x(oxII4 column. C"TMJCTION 83 __ 8 16 /' N � ' C 1 D 1 I 53 IM 11, Underpin existing metal bldg. footing. �O�ifCT NO :a SHEET - 12. 04 dc�wels •4'-0" o/c, masonry wall to cone. slab. Extend dowels 2'-V Into slab and term►nat�e with 12" hook In C�'�tU. Fc,�UND AT I ON PLAN .,--�- _ CrW% - - - - - -- - -- 13. Relnf. to s cont►nuOue though construction and control joints between SCALE: Ips" = 1'-0" n grids E G and I - 2. I C�AdE 10390 CF - 13M 94 0112 s r)F- 1? JLIN (I �; 1994 � � � I � � I VIII ! VIII ( IIIIIII VIII IIIIIII ! VIII MICRORLME,D, IIIIIII ! Ilillll I VIII IIIIIII '1 FUWk- �'� MADE IN CHINA IN 1 1 1 1 - I I Y 0 i ;4,0,J. AitC,iii 63 NEf�A-L NOTF-J: XoAj, INT. � sy ?pE 46 CAP TAW E- x�: � INc, t�E�►.L, tieooF _..__.-_ �h� t� N�►•J a D CX-k 6G NV.4*i . I Oregon 6tructural Specialty Code, 1953 Edition rl;rXCD gl[1 L4AP� P S1 Snow Load 25 pef • drift � rfo�Jr� �?O 11FiQt �, '�dt Selemlc Zone 3 J Wind W 111I Exposure B Soil Bearing 2000 per allowable In accordance with 2ootecorrica report b!y Sarleon Testing, Inc. dated March i, r-I94 I. Footinge to be a minima,-, of 18" below grade at exterior. �? • 4 t �` IOT>✓rK 4�•a• vis 2. Footings to bear or firm, natural &oil or !neered f!;I in ac cordanu W'tr+ trr Wt:w i'� GSA r'1 ---tA t_ - eotecl-nlca l report, V0OF PORLIN x f�T EAC-It P-Jft� i�✓ g `\ -- yj Ek15TIW41 METAL 9 " V-F-A ME �il�lSEiL 1. Minimum compressive strength 3000 p&! at 28 days typical, 3500 Vie' at 28 de 7& at floor slabs. E P-AF0p 6p>I� 2. Maximum slump 3" plus or minus I". 3. Concrete cover Lit root ng& 3" cioar. 4. IRelnforcing steel: -Deformeid bare ASTM 4bi5, grado 60: -Welded bars A;;T'M A10£,. - --' 5. Expansion a r o be wl '3tud or equivalent app.ox ",;row by nepr!pr ;o Installation 1 1�.4 14 1 6. All hooka to be In accoraance with ACI 318, Chaptrr j. 1. All splices to be In accordance with AGI 318, Chapter .2, -lase B. 1 PURL IN / FIRA -IE CONN. 52 SCALE: lig," , r-0" I. Miscellaneous etructu•al steel to be AS'T'i A36 � , Fy.36 Kai, unless noted r 0I � � otherwise 2. Bolts to be ASTM A:25n typical unless noted otrwwt&e. .r--r 3. Welding to be by certified welders using EiOXX electrodes !n accordance ;with �! � AWS standards. 4. A!I steel to have shop coat. .� 5. Steel fabricator to submit shop drawings to A/E for review pr'or to fabrication. 6. Steel washers to be used at all bolted conditions. \\ ^ Tube steel to be ASTM A500, Fy.46 ical, rte, 8. All welding to have special inspection by independent testing agency in j- accordance with UBC section 306(x)5. ' \`. r � S. Steel Joist girders to be VOLCRAFT or approved equal approved by the Steel Joist Inst!tute (SJI). Storing, handling, and erection to be in accordance .,.., with the manufacturers recommendations. Instal! bridging in accordance with i r.-r \ \N, `�' II i�� SJI and manufacturers recommendations and provide positive anchorage u f of each bridging row at both top and bottom chords. MASONRY I. GMU walls to have composite f'm 1500 psi at 28 days !n accordance with UBC r Table 24-C. u C 2. Grout compressive strength to be 2500 poi at 28 days. k\\� .., L / 3. Average block weight to be 9r 6 pcf. ,� O ( 3 lsS+ \\ �� 4. Standard hook all vert!caI steel reinforcing Into footings. �-i �", ► ` 5. All walls to be standard 8" unite with 1900 psi minimum compressive etrengt;n ~ / 6s+/9 unlsee noted otherwise. ^� /6 \� G 6. Vertical wall reinforcing to lap minimum 60 bar diameters, other bars to iap ►-� X-1 �_ �?., \, \ \ -7�-A \ minimum 48 bar diameters. 0-4-k 2 �-1" > `� \ ? 1. Reinforcing steel to be ASTM A615, grade 60. 4 rr 'Provide ehep drawings showing reinforcement la out ror A/E review. ►moi �I 9. Expansion anchors to be WeJ-It brand sleeve anchors or equivalent approved by engineer prior to installation I 8 1 10. Typical wall reinforcing anises noted Otherwise �N `� -(2) 04 horizontal e4'-0" oz. typical, top of wall, and top and cotton+ kk of wall openings extend 2'-0" min. past esdgee or openings. NEW 6L2xi x 3 IN -(1) 05 vertical 02'-&" oz. at center of well, each side of openings, did of walls, and in each corner. -(2) '5 horizontal • floor and roof level. ! \ /6 ,m \ �� , +? `� H. Provide special inspection of masonry construction per USC section 306(aT! 12x3 \�4 >r�Q �/ \ �\�4 \ (Lij� �� ��� where indicated on plane am details. NEW GL 2 ?x13.5 PURL IN - ---T - 12x3 " 6,� EFTA ARCHITECT'S PC \ 6 +� �\ 123 NW SECOND AYE 1 - _ 12K3 - \�a /6�\ a \ �� PORTLAND, OR 97209 PHOtiE:503 -228--6444 \ FAX 503-228 6913 NEW GL1-�2x13.5 P'JRLIN I _ 1;x3` _ `+ 12163 /�� �2 12K3 - - ---- 12<3""- I 2x3 e \ ROOF_FRAg 711NG KEYNOTES: _ _ \ �31 a Moe$ NEW GL 2 Axl 5 PURi_IN 12x3 12x3 /�� �� ������ �, \�C� I. VerGo 4 composite concrete roof with 022 gauge, NSE�36 2 span T r!mum deck- 12 - -I----- - ---- I �� Reinforce with 6 x 6 - LUTA x 1.4 UW-1. Pro,,,lde i" deep eewcut cortrol Dicta ��►'+� 7 I �+\ SIM. \�� at all lettere, grid lines, along grid 3 and as noted On pian. c G 1 � 0=0111 c 4 I _ 12x3 12x3 S4 - ' \ �+ \ 9 �°� /?+ ` I TYP �'� I - _ - I--- - `--- - �� 0� \ / 2. TS (cxbx4 column, typical unless otherwise noted. _ I g 12x3 ��� \ ��'f'� )` �/�+ ` � I� _ i � ------ .__ .-- - SIM. Ali \ 9 � \ , / 3. T5 5x5x 4 column. /"4 _- NEW CC:L 1.7x13�a PURLI I _ 12x3__ - 12x3_ 12x3 /1 \ \ / +S EXP: 12/31/9w -- _ _ _.-- -- f i-- -_.- -- i $4 .1% \ 6 � �\ \ �,�p- 4. L6x3x% IRdger with 3/4" diam. x 5" embedment anchor bolt% at 2'-0" o/c. 12K3 ; _ _ 12x3 _ _ 12x3------\�`/ TYP. (I) anchor within 6" of each and. S3 SIM. 0 L ',4 g 3,." " anchor bolts at 2'-0" o%c. � 5. 4x4x led � with diem. x 5 embedment an ` \ / / \. NEW GL -2T/2 x'13.5 PURL!N 12 lzK3 _ 121c3 i I� 1 � ��'� + �' 4 � 'r.1i. IZ I I'�'E Y _ - 4 /_'1 6 Ot`uAl� GNSL'LTiNG ENGINEERS I I �I / New, PT 4x8 ledger below existing w/ 3j4" diam. x 3'%" embedment Wei-it 92"' 9W BvW and Us 105 - - ---ie --- --- I 2x3 _ I6K2_ _ _ 17163 12x3 lU,� \� ,6 �\ \9 brand &leave anchors at 3'-4" o/c In solid grouted cell. °orlend Ckegon 97219 �\ ION" (503) 244-CM x \+/3 \ \'F,r �3 :ax 012x20.1 I `t \ B. 0 0 NEW GL 2�x-T3� PURI.IN 'LUt7X1 U12X10 150a) 244-M 2x3 - I \ \ / \\ \\ a+i�/ \ New 2x6 '2 at 2'- /c sub- urlin adjacent to existing wi Simpson I I ,\\ �- - _ ----- -- _ 12x3 I --- \� Y ✓\ �j\ \ p� � u26-2 ha-gar each end !n shaded region. / 5 I \LES%' el \ /6 �� '� 9 �`� / �N 9. Line or display balcony be low. ROOF FRAMING PLAN 84 I 2x3 12x3 12K3 W12XIOj-_- ._ 4 \` A�f''� +?`3� \ `�� 10. Skylight oper(ng. NOT 'USED G�tiERAL NOTES \0 12x3 ��.v \\ J NSW GL�1 xT - I I 12x3 12x3 12x3 I +� - 3 4 9 /6 4 + 9 H. Add new 014 a. metal root ur!In between each ex!&ting pur ln- Match �_. 1 _ TYP. 16 existing size. y - - _ - - - - -- 12. grouted C.MU wa i w� '5 vertical re n e ct g e 2 8 o c.. in ' New solid gr 1 f .r _ ;•fir-- n / ! I center of wall. CIA84 13. Angeles NDS 400 metal stuck a 24" oic. wall fram1mg. +� I T`r P. PR0.�CT N0 54 �gll"t �t 4 II 14, I" de eewcJut control Dint. 4eC?t El I SIM. sSI SIM. - -- -, TYR 15 (2J •4 x 4 -0 opposite control Joint. SHEET ROOF FRAMING FLAN A- 'I �- I3 1 3��7�n.J` __--_- --- --_----_. ------ --------- ___ -____. SCALE: k;;, V_®„ r eSi"A( 103A0 �� - C .JUN 0 f 1994 MICRORLIMED ( llll � tilllll I full � IIIIIII III � I I I ' ! � i I VIII I III � I ( IIlII I IIIII � I ► 1I1 � 1 IIIIIII 1iMe _ «-� 1 1 1 1 4 MADE IWC CHINA IN I i Aim ' 's1 22x34 KEY, ► . 5AU,CUT 4 3L,e DEPTH / ll) 1/2" DIA. X 32" SMOOTI,+-- STOP BOND BEAM BARS a • EA BB GREND.ONE ED. � GO NOT EACH STOP IN P-n Wr,-'INS D,:3CONT REINF - - - - -- - / - lU b CORNER BARS! x `Q AT ROOF OR FLOOR ` ` .-- ---. ! ', MAY 1Q �"s4 LEDGERS) 1 T; • --� AT EA BOND BE A l ., - 1 LUATFR STOP i • . T i- * ►_-d"---_tom «-----+► ------------ � � `~ -- 8II � - \ T END BLGr�KPl3)'S CONT. - E/TEND 4'-0�11 e.._,. s 2-�4 IN CORNER CELL WATER STOP INTO COLUMN om' a - FOUT iNG ' --TYP VERT REINF IN GROUTED \ VAPOR BARRIER -- - CELL EACH SIDE OF JOINT Q `�`---BACKING ROD AND CAULK O O lJ Uf'� � 0 --GIdJSNED ROCK BASE _— — - - PER SOILS REPORT t ON EXTERIOR FACE OF WALL -VAPOR BARRIER NOTE: SEE ELEVATIONS FOR LOCCRUSHED ROCK BASE PER JOINTSON OF EXPANSION 501L5 RE?-'ORT C r ►•I r � _ONTROL JOINT2 CONSTRUCTION JOINT _ 3 WALL CORNER DEATi;_ 4 EXKFANSION JOINT5 GRADE 5EA1� SECTION �. �=•� 3 SCALE: 1" . V-0" S3 SCALE: 1" . 1'-0" 53 SCALE: 3/4" • I'-m° S3 SCALE: '/i" 1'-la" cJ' 3 SCALE: '�. a• EXISTING CMU WALL TO COLUMN ;.► - 1r• �-- !6"x16" CMU PILASTER LU/(4) 2'-0" BLOCKOUT T (2) (L COLUMN 4 FOOTING'6 VERT. AND '2 TIES ATCONCL yAB8' 1" GROUT PADO/C - - - - 014 AROUND `/ ►- TS COLUMN f i 4" SLAB - - PERIMETER 3/16 - - '4 3 _ 04024 ,_ 4414 ...... 1 1 ; THICKENED iLAB - 04*12" 0/1- EA. tuAY, ►-- •° -- i I--. _. _.. . ._. -- _-_ Eq�llxdl/2�IxO'-Ila" W/ (2) 3� "0 1e16"x12"xl'-0 EDGE FOOl'ING r I USE 12'' MIN. LAP • • I � FF RAWL-STUD ANCHORS • 6/ ' C a W/ (4) At 34"0 CORNERS � / RAWL-STUDS I ROOF DRAIN - a_ -- --- I ;lo BEYOND nn nn nn - - a II 11 II 11 1111 4 1 • I � • ------- P- r- r yr -1� - • Lu.1 Lu1 Luh ----_ . • • - -----� ------- - - -� -. / / 1 _ ° EXISTING CONC. c- 4 • W CONC. FLOOR r - I (3) '5 DOWELS, LAP 2'-6" a ` 8 WE THICKENED EDGE AB I` • -- -- -- gyp; --- FOOTING -- - 1 NON-SHRINK s -� 1 IUITL4 REINFORCING AT GRADE ---- ---- - 1 r 0 ✓ I . .I �_ _ LA - GROUT PAD - _ - •-r ^ ..y r..-� BEAM, USE 4 BOWELS •4 -0 fY o • e . NEW 16"xl'-4"Wx2'-0"L CONC. O.C. AT FLOOR SLAB, TYP. , 14 SEE SOILS REPORT FOR - - _ + �� _ r FOOTING W/ (31 4x. -6 . FOOTING PREP. t_ v EMBED 4�2" INTO EXIStING /'� C (1) 104 x 6'-0" r U M W/ ANCHOR-IT FASTENING iv ri w ° A� n r d SEE PLAN FOR ,• SYSTEMS H3200 EPDXY. �0 4,1, ,",� J � � 8 TYP. �.,. u � 4S (4) ''S DOWELS, EXTEND FOOTING SIZE. Q a 24" INTO GMU PILASTER ' ► ' ' UJ 1 • '"' d TERMINATE WITH II ►• p - D - '-- -- - - '4*12" O/C . . STANDARD HOOK AT ► 4 1'-4 U - �_____._l.___. EA. WAY SOP u,A�R AND TE FOOTING. - 1E tibxl2xl2 W/ '4) -- I 3/4"e RAWL 57UDS. `� SEE FOUNDATION PLAN U I •• O TS COLUMN -EXISTING 8"xl6" (2) 04xl'-8" c11 CONT. FOOTING O O O GOORD INATE WITH L ATOR SUPPL IER " CONT. FTG 1`-- ---- -- - U 1 BEYOND SERA ARC H:7ECTS PC SEE FOUNDATION ION PLAN /4 123 N W S FIC 0 4 D A VE. ---- - - ------- --- ---- PORTU D, OR 97209 PHOSE-503-229-8444 PILASTER / FOOT IN(_s SECTION BASE FL ATE _ _ _ S T5 COLUMN / FOOTING g FOOTING SECTION _ im ELEVATOR P 1 T SECTION I.kX503-228-8913 53 SCALE: 3/4" • 1'-0" S3 SCALE: 1" • 1'-0" CJ3 — -- SCALE: 3/4" • 1'-0" .ci3 SCALE: 3/4" ■ 1'-0" 53 SCALE: 3/4" • 1'-0" -'\ EXISTING 5" CMU WALL I _ is a4a O� /- CONCRETE COMP. FLOOR DECK .1Iat1►�4, "x - - - /✓.- \ � STEEL JOIST SEECONT FC7DT .Nf, _fir. • --- . ---- ----- - - -- -------- --,� -- EXP: 12/31/94 PLAN FOTO SIZE 4 SPACING - 'p� �.•:s I FDeM WORT '���Y1 _ 1Y C oure�lm. _ ------------- - 2nd FLOOR T1,P> 1/s ? I I/e 2 2 12 L21/zx2x*6x CONTIN. a - - - BLOCKINu FA N 1 1 11C CO►1 GTt{TL �, ( 4 t T'N G F.�-G:.N F F RS f J - w ft-v-F '50tL S L00&nN S 922'3W 9.r'ar a"d L'- VtiD>r2 wM. Por W4 Orq W'M ma (500) 24'4-0? L4x4xl/2x0'-9" / WF BEAM _ Q _ Fac(503) 24"11 SEE PLANfoTnt-I or ., B -- I-%CIwA'nOl.r S i` 0C7JRAL DETAILS Ile 51/4.1 1� •� TOP 4 Ot ` - - --__- - TEt��►pQR2f SlbRl►J�, FJ�TEs: v --- 4 V ` b I I l'4 II. _�1t?tz 1►-�� TD X36 L b►.�SztJ c�r� t N (.S) 5?�C-� S STEEL. JOIST STEEL JOIST L31/2x31/2xl/2 x0'-6" -STEEL JOIST SEE OX 4' b►.►G. E L N 5TT GaE. 5 -� SEE PLAN FOR / SEE PLAN FOR STEEL .101ST USE 14" BENT IE WHEN PLAN FOR SIZE --- - ?E5/&x12"xI'-1" W/ (4) 3/4"4X51/4" SIZE 4 SPACING -J SIZE 4 (,PAGING SEE PLAN FOR JOISTS ARE NOT PERP. t 9PAGIFIG ? V-11. 1 V010 I.1 wA��- rJ/ LEI•r.► co►Jce6rE NIX - -- EMBED. WEJ-IT BRAND WF BEAM SIZE 4 SPACING �-WF BEAM TO BEAM. \-, SLEEVE ANCHORS, STOCK SEE PLAN SEE PLAN 2) 5/4"4 A325N EA. LEG WF BEAM "NSA3461. INSTALL 3" MIN. I PL (77-.1_Z77 SEE PLAN FROM ANY JOINT EDGE. OPTIONAL: U,:,-E ANCHOR - _ �4 � BOLTS AT NEW CONSTRUCTION SHEET li JO15T TO WALL CONN. — ---- -- — — D�_ JOISTTO BEAM CONN_ 13 J015T TO BEAM CONN. C14 1015"1' BEAM CONN. 15 TEi"1PORAR ' SCORINGSCALE: It/2" I'-0" SCALE: 11/2" Is I'-0" S3 SCALE: lt'2" I'-0" SCALE: I1�" I'-0" cJ3 SCALE: 1�2" t'-0• i Gti SCADS. 11380 ` OF `. h SUP '_% P12 11 OF 13 JUN 0 6 1994 MICROFILMED � � e' � i � � i � i � l i i � i � i I i � l � l � ill � l � l I � I � i i I � I � I 1111 I i I � I � I I I � I � I � I 1 111 111 nm— GLAW 4MADEIN i CHINA IN 16111111 A"IECT �..- T" COLUMN ����+ wi ,�tY.�� ' I � 1 T4v_'__roNCRETF_ COMPOSITE FLOOR DECK s N T 1�l.Da, (4) PER 9+4EET j� I JEGB. 4" C•ir .A t COM"ITE CONCRETE ` EXISTING 2x6 5'UB-PURLINS - I I� DECK - — I ' _- I - s Z' O/G ''tF��'''E '-0► =+�'E 1 R 5116 EA SIDE - / !�E __ -- i i R 5/Ibx5x0'-9" Ii -- EXISTING 8" CMU WALL ),4 u i A 325N BOLTS _r.r-- -----r---- MIA f "v, S fit's< LIGHt GA. CLOSURE STRIP I ---- -- -- - ----- -- — l- SFP' '4. 49 ' '1 IV" CONCRETE COMPOSITE __ EXISTING GL 2'/2xiCo5 __ _. � _ - W21x�44 • • FLOOR DECK PURL IN � ! ; A OPEC. 9, r Lbx3x5/lh W,�i"0x5" EMB ► AB *,2'_0" OC / ~�- NEW SIMPSON HU5.125/12 L4x4x'/4 x/3/4 •x5 E**P `` �% ------ t-- - -----2nd FLOOR HANGER EA. END, PRO`r'IpE AB. *2 -sD \ BLOCKING AT EXIyT!NG 11�4x1'�"x1'%" PURL!N. USE SIMPSON BUNC BEAM W �: ! 5 CONT. - - -- - v 4@ FLOOR .SND ROOF \ � � U610R HAt�JGER AT 3'%" w16x.^6 _ `\ � GL BEAM NEW GL21/2xI3.5 PURLIN ' 08' O/C W/ DOUBLE ROW FLOOR JOIST ' 8EE PLAN nF Ibd NAILS +b" O/C WI2xl9 STAGGERED , I ✓ 1/4 I -7–— ; I //Z i \- TS COLUI"N /-�� x� r r• � LEDS;� � ' COLU1" .CONN � FLOOR/ROOF 2 iN_/BE�4M CONN. 3 SECTION ' � EXISTC� C.H. DOOR NN. ------- R 4 PURL IN REINFORCING 5 LEDGER CONN. 'S FLOOR/IR00F SCALE: IIS" , I'-m" cj4 SCALE: I'�?� I'-?>" rJ4 --- -- -; — ---- ----- - -------------- - �� SCALE: /4 !'-0" rj4 SCALE: -5/4" 1'-0" CJ' 4 SCA!_E: 11/2 ■ 10 � O n -TS COLUMN ►■+-1 TS GOLUf'N - ' ..(2) 5 CONT. IN BOND BEAM �---J` ^ r� WF JOIST (2) 05 CONT. I AT 2nd FLOOR TYP. -� 14 0. 4 ON N BONG BEAM � --�— � _ AT ROOF, TYP. / I R "XO'-3" 14 —�— I /4 I O V L /- L3';x3'/2x1/4x0'-6" EA. SICE ,,' CONC. COMPOSITE I �� IQ !/4x6"x0'-6" _ j USE 1/4" BENT PLATES WHEN °o ,%' ROOF DECK /�- w r , JOISTS ARE NOT °� .%' ` I PERPENDICULAR TO BEAM. z - / -- 2nd FLOO'•i LEVEL - - 11/x• 1/i ° -- ROOF LEVEL - - - - 4 00 0 -*�h i <, :. . .` WF BEAM �_- r - • - WF BE.",M -WF BEAM 0 _ ; ,�°�.. ��r,�P �-- WF JOIST ' • - _ '�? WF JOIST W/(3) 3�4 '0 A325N �`.4 ' COLUMN - 4' 11j ''4 m 1 i BOLT CONN. �- 1 %`\ul ITT 1/4 r �� ► � WF JO19T TS COLUMN iii \\ ' ' �� 3/16 � \� _ �� i I �� �� � /'\ �� ► � 1 • fE /2X8 Xl'-b W/(5) 3/4"0 �. 1 4 IE 1/4 EA. 51DE ' A325N BOLTS *L7-4 1�2 / BELOW 41 ` \. IQ /4 EA. SIDE I/ -r.O �'' _ 12134 0 A325N Ea. LEG - - 1/4 rT, R 5/16 EA. SIDE o f I I I I - /4x 1E IE !,4x-11,2"x1'-3'/," W/(2) bi "0 1 ' 6 x0 6 ' II j - x 6" NELSON WELD STUDS -- I WF BEAM - - i I I AT 8" 01C '/4 I I SUPPORTING BEAM 1/4 (3) '2 TIES AT TOP, 02 TIES - - ' AT 8" O/C, TYPICAL I • • - i V '/` - T35x5x1/4 COLUMN (41 Yo VERT. REINF. AT _ - CENTER OF CELLS, TYP. \ I!' 11/4"x11/2"xI'/2" 31/ „ PILASTER REINF. SPECIAL z - INSPECTION REQUIRED. 'S NOTE: "2 TIES SHALL HAVE I1/2SERA ARCHITECTPC" GLR. TYP, — (t COLUMN 2" CLR WHEN EXPOSED TO 60IL. 123 till SECOND AVE 1/4 PORTLAND, OR 97209 PHO.N'E 503-228--6444 ro TYPICAL WF CONN._ _— � BEAr"I"I / COL. CONN 8 T5 COL./8EA i CONN. 9 PIL45TER/BEAM CONN. 10 COLUI"iN/5,E,4M CONN. FAX:503--228-3913 '4 SCALE: 1'12" , I'-0" 54 - SCALE: I'/2" ■ 1'-0" 54 SCALE: P 1'-0" 54 SCALE: I" • I'-0" 54 SCALE: 11/2" • 1'-0" ' uulr 3/16 TS 34x3/Uo 11 NEW 8" CMU WALL, SEE y-- _ G10x15?I //- EXISTING 8" CMU WALL - TS 3x3x3/16 PLAN FOR REINF. X2'-O" TOP 84 BOTTOM , "15 GOLUt"1N 1 -? 3/16 }Q 34x6'/ "x0'-8" 1 �� �_ I / 7 , 8" GMU UALL, SEE GONGREYE COMPOSITE 3116 _ PLAN FOR REINF. ', �FLUCR DECK - CONCRETE COMP. • L �� — EXP: 12/31/94 FLOOR DECKTAPER LAC z - -;3 —'TOP OF EXISTING � r — I I AND BOTTOM TOP GMUWALL X44 i �._ --_ - - - p> %X(01,2„ TOP .�. — 2nd FLOOR TS 4x4x%' SLEEVE I �- EMBED NEW WALL Rc`INF. _ _ _ - AND BOTTOM ----- -x----- AT RF.MOVEABLE RAIL. 0 EXISTING CMU WALL WITH IE 5/16 EA. SIDE-- -- - - - -- T.M. KIPPEY — ANCHOR-IT FASTENING -----_ w-- --- - -- -- ,,..-- NEW 2x6 DF-01 - -- -- -- — r,, 4 AT EXISTING W/ W12x19, CONNECT gw ger "— IQ3�x4'x0'-10" 111% (2) 3/ "0 I _ SYSTEMS HS-200 EPDXY. ! "--r 3116 81MP..ON U26-2 TO STIFF 51M,� TOP A''`1D Porlb-4 Oregon 9729 -- �_ A325N BOLTS _ 3/161-12 6" MIN. EMBED. I M I _ HA►�.GER EA. END �`� TO GROUT EXISTING _ TO 6/54. '� I '/4 BO1 .1 Fac ��)2� I r- I CMU WALL, SEE PLAN S ) WF BEAM -- - - - - - - - ' L4x3x3/16 CONT. EXISTING ROOF: L2x2x5/16x0' ---= - -- _--- LINE -- - ,- I -- EA. SIDE s STRUCTURAL DETAILS -.-.r -- WF BEAM, CNANNE'_ SIM. ' EXISTING LEDGER G10x153-� x28?�" TOP AND (2) '!r- °4 _ - - -- -_ -__ 117 - 50TTG`1 02" O.G. I �~ Y-_. - �I/s• - IE 1/4x2x CONT -- - -- - C a"x3"x2'-0" / 1/4 / i - TOP 4 50TH",,6 2 I, „ '/4 V6" MIN. - TS 9xFx3/16 --- - ----- - - ---_ - , EA. SIDE � E �E - -- eI1,4X11,, 'x�i/2„J� � I SEE AN `-- 3 ” r I '� ------- -__--_-^ ! I T3 5-c5x'-4 N A"� �' P exl2 xl I W/ (4) /4 OXa/4 ,_-- C12x20.1 - - - - '/4� I EMBED. LXJ-IT BRAND - _-__--_- - � NEW PT 4x'3 LEDGER W/ '� 2" ' SLEEVE ANGORS, STOCK. 34"0x31/2" EMBED. WEJ-IT I WINDOW Si STEM NF 1 4 I. INSTALL 3116 NEW GL FUR-IN AT - a> TS COLUMN I PROJECT N . JE 0 9oC24 SA3 6 LL 3 MIN. � EACH EXISTING, BRAND SLEEVE ANCHOR., -_� R FROM ANY JOINT EDGE. *3 -4 O/C it`; 50LID I✓ SHEET SEE PLAN �5ECT I ON _ - �,- -- m - . OPTIONAL: USE ANCHOR --- -WF !3E<�h1 BEYOND BOLTS AT NEW GROUTED CELL, \\\ CONSTRUCTION SCALE: I" I'-0" �94- ')015T/UJ1-ALL CONN. 12 R,41L INCA CONN y � n _ _ �� __-- 13 EX15TINC�_WAL.L SECiT -)N ___ - 14 FLOOR JOIST / WALL CO*�!` ' C�r,�EAM i COLUMN GON1�. S5G'aLE: 3/4" • 1'-0" 54 SCALE: 11/2" = 1'-0" S4 - - - SCALE: 4 • I 0 3- S4 SCALE: I = I 0 SCµLF: I' • I'-V" 3/ n �'_ n n ' r:ASr-ADE 103n SU;" W,0112 �2 Of 1� JUN 0 6 1994 MICRORLMED IIIII � I IIII1 I VIII IiIIII ! II VIII 1 I VCHIIII I VIII 11 ; 111 1111111 I IIIIIII ' I VIII ( I ! illl FR' WAIN 4MAOE IN A I N IN �3 1 1 1 1 I ',, Lam';+•. :,' L3'17x2I12x�,3x2'-2" COPE ENDS. USE SIM. COND. AT ALL - W12x19 BEA.16 ALONG GRID I I , QF _ UF COL. -1■ II 1,4 � - W30x1-13 COL. L 3x&xIx2'-0 1 '? CROSS, TIES s 8" O/C U" 0'1U WALL 5" ". -----..-. __- +► _ _.. __--.� 1E Ix19x2'-9" 00 5"" NIN MORTAR JOINT r' (IPS) •16 VERT. BARS al 416x4'-oll I --- - -- I T 2 1/4 0' CM WALL ---- ? 0' _. _ CMU PILASTER I I i I ' -•2 TIES • 8" O/C T1'P. I - STIFF, 1!: I%xlx?'-3 - - .� ', "' "< I l._.__._ .-1 �i 3 i 4 - �TYP. EA. 81DE IN MORTAR JOINT 13) % . SIDE ; ��' ~T r.. -- r �- u�F COLUMN x x _ LAP 3'-6" W/ —�- 24"x40" Gt'AJ - -- --- ���� _ti PILASTER R.EINF. I 1 I R Ix(ox2'-4" SEE PL.4N-- - -- R �r!4x2'-4" uj2tc51 i PIl.A4TER lw,. i . !-- - _FIELD VERIFY " EA. SIDE - /'�_... __ ._ ___ - BACKING BAR, r¢MO/E I TO PLACE VERT. Y-41' - GARS AT CTR. UPON S-1)"PLETION OF W30x113 COLLJI`1N L OF CELL � - 1JE L D P4RTIAL PLAN VIEW 55 - - - 4STER SECTION2 PIL3 COL . P I L A,5TE R CONN. 4 COL. / 81=,41"1 CONN, SCALE: 3/4" 1'-m" 55 SCALE: I'-m" \cJtJ 6CALE: i 10) %, VERT. DOWELS EMBED INTO EXIST. FTG- USING 'ANCHOR-IT' FASTENING QYSTEMS "5200 EPDXY. SPECIAL IN5PEG.TION '7 OF IN57ALLATIQN_f9 QUIRED LAP 0 2'-6" MIN. Wi PILASTER REINF. Ts 1xlx'/4 I LV 1/4 ]Fi 1 1/2"# PUDDLE �--GC)MPosITE CONC. DECK _IE _ WELD'S, (1) PER � O e �xUxi'-m" W,' (3) IE �x4x DONT. W/ QAC-^■ f"1 SHEET rJE � '�4"1x5 NELSON STUD0 21 2-I? ---__._- _ __ ____.___�_� -_-._-- L4x3x3/16 CONT. ^! 1t, 1■ — -- —T TV ■ I , 0 0 0 2"MIN. OR 11/2" TY P. - fir 2-12_4 ►^-� �j 6" MAX. 01 1 r•,•r 01 }e /4x2x CONT.- _ --- -- 0 11/2" WF BEAMCSROUT O V t I WF BEAM WF BEAM o o G1240.1 ' IE hx4x0'-10" W/ / R %x4x0'-10" W/ 617„ 5i�� (3) 15x1'-(B (?) 3�i"♦ A325 BOLT�� 144 (2) 3,<"0 A3?5 BOLTS - A_.� BBAGOING BAR, \ �\ 16 VE UPON I£ �'e•xl?xl'-0' W/ - -- `- - COMPLETION OF •- (4) 34"0 TPRGU;:-jN BOLTS . • I/s WELD r �•- h -- -----T- - - ----— ---- -- ---�- - (8) 45x?'-0" DOWELS 3" GLFZ , � � r EX 57. CGCNC. FTG.-' TO EXIST. FTG. U51NG BEAM r_ w ANCHOR-IT' FASTENIL— ? _a NG SYSTEMS H5200 EPDXY. 5'%" MIN. EMBED 5PE ? A;. �. ►-y INSPECTION OF INSTALLATION '-, �aIRED J 5 P(L,4115TER / FOOTING CONN. _ 5EA '0 / WALL CONN. l 5EA i / BEAM CONN. SCALE: 34i � � � ►� S5 - " I'-0" SCALE: 3/4" 1'-01 CJ�` SCALE: 3/4" x 1'-0" SWRA ARCHT T ECTS PC 123 YW SECOND AYE. PORTLkIND, OR 97209 PHONE:503-228—6444 FAX 503—228—6913 Or !' EXP: 12/31/94 I'M� T.M. RIPPEY CONSULTING E\GLYFM 91?21 S.W. BVb r 9Md SAP 05 Portend or"m Fm Rvor (900) 244 FU-(500) 20-09 STRUCTURAL DETAILS PRMCT NO. 94G2� SHEET OF 5 AIN C 6 1994 MICROFILMED IIIIII� I II111 I II111 I IIf � 111 Illll111111 111111 I ; 1l11 111111 111111111111 1111111` 4MADE IN CHINA IN 1 ,61 1 1 ,�I