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11905 SW 91ST AVENUE-1 D AR VL ' � 154 PIPI) l O At AL 9�.OF 11905 SIN 91ST . , TIGARD , OREGON 9722377 801) DOCUNFRM787IM240412 N n PROJECT DIRECTORY PROJECT SUMMARY VICINITY MAP DRAWING INDEX NO SCALE w REMOVAL OF 7 EXISTING 3 STORY WOODEN EXTERIOR EGRESS STAIRS AND CSO Cover Sheet 1121 S.W. Salmon OWNER: PORTIONS OF ASSOCIATED WING WALLS AND REPLACEMENT WITH STEEL STAIRS Suite 100 CommunityPartners for Affordable Housing, Inc. CPAH WITH OONCRETE TREADS AND REPAIRS/ AND ASSOCIATED WITH REMOVAL OF g' ( ) STAIRS AND WING WALLS. ARCHITECTURAL Panlrnd, OR 97205 P.O. Box 23206 m 5w N1a fx `L '..w ". r—'; -} . A2.1 Stair Plans and Sections Tel .03.221.J12] Tigard, OR 97281-3206 ==^a n r,;, ! SW v A2.2 Stair Plans and Details Fac 503.221.2077 = Telephone: (503)968-2724 a ( r �, o.;; A2.3 Stair Details Facsimile: (503)598-8923ti Representative: Sheila Greenlaw Fink a,{ lig=- —=—� STRUCTURAL sgftnk@cpahinc.org 3L. ^� x .c 277 m m Si Stair Plan and Details da S2 Stair Plan and Details & '�ryJl aa`vGIn CONSTRUCTION MANAGER: ,; o� Housing Development Center(HDC) GkNERAL NOTES eweLr A 2627 NE Martin Luther King Jr. Blvd. S 9eis CtS d� Portland, OR 97212 1. C�iNTRACTOFt SHALL FIELD VERIFY ALL DIMENSIONS&COND1170NS PRIOR TO T313phone: (503)335-3668 STARTING CONSTRUCTION&REPORT ANY DISCREPANCIES,IN WRITING,TO THE \ Facsimile: (503)335 0475 ARQQHITECT.ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE ;L ,� Representative: Craig C Kelley OWNER_. of Craig@hdct.orgS ; 2,tlONTRACTOR&SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE&THE 1 CONSTRUCTION DOCUMENT FOR THE WORK. ERRORS OR OMISSIONS IN THE PLANS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT . „M PRIOR TO CONSTRUCTION SO THAT ADDENDA MAYBE ISSUED.FAILURE TO DO SO ' �, H3• d. { -� CONSULTANTS ARCHITECT. O11 THE PART OF THE CONTRACTOR DOES NOT RELIEVE HIM HER OF THE f RESPONSIBILITY TO PROVIDE A CORRECT&FINISHED PRODUCTAS DETERMINED , ,��' r CITY OF TIGAND LRS Architects, Inc. BY THE ARCHITECT. ,f r ' /\ H ` M$ ApP!�Wd. ........ .. .. ............. .........�r ' CeneNensNy Approved .... .......,........... ....... 1121 SW Salmon Street Suite 100 - r FOP en1rthe wO a txrioeo M: 3. DIMENSIONS TAKE PRECEDENCE OVER SCALE. DIMENSIONS ARE TYPICALLY TO /' 1 Portland, OR. 97205 F E OF STRUCTURE)FRAMING,UNLESS OTHERWISE NOTED.LARGER SCALE O.��r pgI1MIT Nie D WINGS TAKE PRECEDENCE OVER SMAi1ER SCALE DRAWINGS. REPORT ANY //` `., , f r >+ ' y- - j_ ......_ .............-........ ... I Telephone: 503221-1121 �\ \ / 9esLenerhP IA): W p ( ) DI CRBPANCIES, IN WRITING,TO THE ARCHITECT.ANY CORRECTION WORK _ ... ... .. I 4 Facsimile: (503)221-2077 R OUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE JW qd&&064e; ' W PAIRFOBMED AT NO ADDITIONAL COST TO THE OWNER. Representative: Dan Edwards BY: o°i' - �� w r dedwards@lrsarch.com lrsarch.com 4,CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES SUCH AS:SANITARY& STORM WATER, NATURAL GAS,8 ELECTRICAL LINES.IT IS THE RESPONSIBILITY OF THE CO)JTRACTOR TO RELOCATE OR REROUTE UTILITY AS REQUIRED. S.EACH CONTRACTOR IS CONSIDERED A SPECIALIST IN THEIR RESPECTIVE FIELD Q, J STRUCTURAL ENGINEER: 01 TRADE AND SHALL NOTIFY, PRIOR TO PERFORMANCE OF THE WORK,THE W Ag Uj G NERAL CONTRACTOR&THE ARCHITECT OF ANY WORK CALLED OUT IN THE :e PPV Cor 2 TM Rippey Consulting Engineers - D AWINGS WHICH CANNOT MEET CODEOR JURISDICTIONAL REQUIREMENTS, BE 'i )___---..__� Y � O W 7070 SW Fir Loop Suite 100 FULLY GUARANTEED OR CONSTRUCTED AS DESIGNED OR DETAILED. :( ) d et ary1e1 wS Ti ard, OR 97223 on ilrvBad IUD y 9 6. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY Pe4P�pee X+w"ea Mre+°d [�/ Telephone: (503)143-3900 ACCEPTED CONSTRUCTION PRACTICES,CONSTRUCTION CONTRACTOR WILL BE I.." - "-- �YO� � = Q)R DRIED TO ASSUME SOLE&COMPLETE RESPONSIBILITY FOR JOB SITE •t )""""'•""'""" •'""""" tre'rereeY - Facsimile: (503)443-3700 CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJEUT, OXtlD11 AD A110 `Q O Representative: Darron Hayden INCLUDING SAFETY OF ALL PERSONS&PROPERTY;THAT THIS REQUIREMENT Z W dha den tmri a .Com SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL COY @ pP Y WOORKING HOURS,AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO I q W vd DBFEND. INDEMNIFY&HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND �` �Ct V SOIL T-LS Crr71 1 �L ~ Q All LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF / WORK ON THIS PROJECT. V GENERAL CONTRACTOR: SPECIAL INSPECTION REQUIRED C7 TBD State of Oregon Structural Special Code ❑ Concroto and Reinforcing Steel ❑ Botts Instaliad In Concreb `I B ❑ Spot!.it Moment-Resisting Concrete Frame JI r� ❑ R intorcing Steel &Prestressing Steel Tendons �V PROJECT NAME Structural Welding ❑ Hlgh Strength Bolting I ❑ Structural Masonry L ❑ Reinforced Gypsum Concrete L ❑ Insulating Concrete Fill 1 ❑ Spray Applied Fire•Rash:tive 64atorials I O Pilings, Drilled Piers and Caissons ❑ Shatcrets ❑ Spielal Grading,Exee.•- _ F,Oo,g I ❑ Smoke-Control S•;st• I DATE 7.8.02 Other lnspectlens 5±VJcl.rat 065 e,4-w I CHECK: OAE LDRAWNBY..- LC PROJECT: 202108 RECEIVED JAN 3 20R CSO``J^O CITY OFF TIGARD 3UILDING DIVISION BUP2003.00021 11905 SW 91sT 0 _ 4 BLDGS 14 STAIRWAYS 1F14 CWYO"' 2002 LRS Anv,#We .Ine. C 1 ,. ..�, ,,...v . ..._ ..,. ,.•..... .. . . NOTICE: IF THE PRINT OR TYPE ON ANY Tfll Illilli I I I I IDill 'I I lI I I - I lII.I I f 1�T4IIII)I Ii(IITgI11llli1 I11lil8ll11 111114l1�IIll1 1�1I[gill IMAGE IS NOT AS CLEAR AS THIS NOTICE, Illil 1 IiIII�I�TiIIIiI 1)I�I bI�I�I f�l I�NI�I�I�I III�I ISI�� - h /c) IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT g 8 LS F G S 6 I 6 [ 9I & I t I T 6T t T 8 L 9 9 f B 6 l u�ulm�i uu6iii uuliui uul�m umim udi( uu�ui iuduu uuluu imluu uuluu uu6m uuluu mluu m)luu uuluu uuluu uu�uu u» uulw u) Juii�li 124X �1SITE PLAN GENERAL NOTES C2 3 2 C1 _ _ 1 ALL ITEMS SHOWN ARE EXISTING UNLESS OTHERWISE .�� - -� - - - ..�.�. - ....-� - r - � - - A21 '- r�� . - _ - A2.1 - - - w - NOTED. 11 1534 E R11ff 1 P UMQ, OREGON C3 a -- -- - A2.1 : EX. CARPORT 3; _ EX. BUILDING #4 2 ----------- �_ �� EX. HAL LWY 3b DS EX. BUILDING #3 ----� - --� -- - ---- 1 1 I ■. A2.1 ---- I I 2 --- f ,f — I I - � - - — - - - - -- — - I I 1121 S.W. Salmon + Suite I P,9 EX. HALLWY 3a - - -- I I Portlana, OR 97205 .,,. D Tel. 503.211.1121 Fax. 503.221.2077 I I EX. POOL 1 I I EX. PLAYGROUND J ► I I moi_ , - - - - J TIFSEX. CARPORT 1 EX. OFFICE I -- - - - - - - -► f r ,. . . . . . . . . ... . . . . .. . . . . . .. . . . . . - . - . . - 1 , I I---------------- CONSULTANTS EX. -- STO R . EX. CARPORT 2 ff LU I I 1 - - - - --- - - - - - - . . . . . . . . . . . . . . . . I --� L EX. BUILDING #2 1 Q Cc ICX ZI 3 - - - RAMP UP w: LEGEND 1 —' jjj 1 L- f Q I• % _ _ OIL f SLI (D -- r �a. �o - ��. - ��. r �_ r � r C1 r r �� r - I LU f 2 2 Gj �s 2 2 - EXISTING PROPERTY LINE/FENCE a Ll L C� EXISTING ACCESSIBLE ACCESS AISLE 1 . EXISTING STAIRS TO BE REPLACED BY NEW B ' -- EX. BUILDING #1 ;S EXISTING DOWNSPOUT ADJACENT TO STAIRS E EXISTING ELECTRIC WIRE/CABLE 1 r)c PROJECT NAME ESL HALL WY 1 C3 - - - - 2 A2.2 SITE PLAN KEY NOTES OPROTECT EXISTING TREES DURING DEMOLITION &NEW I �-� CONSTRUCTION. ' ( 2 ) REMOVE EXISTING WOOD STAIRS, LANDINGS,ASSOCIATED STRUCTURFS&WIPIG WALLS. SEE ENLARGED PLANS. PROTECT EXISTING DOWNSPOUT DURING DEMOLITION & 1 1 NEW CONSTRUCTION. REROUTE AS NECESSARY. MAINTAIN UNOBSTRUCTED PATHS FROM STAIRS TO PUBLIC WAYS. PROTECT EXISTING ELECTRIC WIRE/CABLE DURING I DATE 7.8.02 DEMOLITION 3 NEW CONSTRUCTION. REROUTE AS NECESSARY.MAINTAIN UNOBSTRUCTED PATHS FROM 1 STAIRS TO PUBLIC WAYS. REMOVE EXISTING FENCE WALL. ( CHECK: UAE ♦ DRAWN BY- LC PRO,iL.:C r' 202108 C1. SITE PLAN SGALE. 1"=20'-O" 13UP2003-00021 i.. 11905 S1S' 91-" 131,UGS 1-4 STAIRN : s 20F14 2 3 a 4 Copynght' 2002 ,Q C _ 1 LRS Architects.Inc. NOTICE: IF THE PRINT OR TYPE ON ANY (If1111IIIII111 IIIIIII IlliiitlIlllllllllllllll ! IIID► I(�ITrI IIIIIII III fIIIIIIII III IIIIIIII ! II IIIIIII IIIIIII IIIIIII IIIIIII VIII I I III � I �IIIII III III IIIIIII III III VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, --- ---11----- - _21 3. --_ I 4L I l - I- 61 I_ �/j I--gl -I---- - 1 lU� I 11 ..._ _ -121 & x100 .5 IT IS DUE TO THE QUALITY OF THE N0.38 ORIGINAL DOCUMENT E eiz ! e�z c�z e�zz blz slz [�z oiz e�[ e�[ c�t s[it rtsiti I �1 6 8 1LIIII IIII ,,,, IIA IIII1IIII1111111,1 IIII IIII IIIIIIII IIII IIII IIII�II►► ►,IIIIIII IIII�IIII.IIII IIII illl�llll IIII�IIII IIII�IIII IIIJ11", II IIII IIII IIII III111111�111►llllllillitl�Ill11l11 Illl�l►1I IIII�11111111111W11111�1111�Illlllll 111111lllllll►N►I W Jo 19 I OIQ M. 19 --. `�z z 19 oz '►-�z v"wz ► � �� 1e _ 0 ' 619 �► 1 U- zn GENERAL NOTES 4'-51/2 t lo'-61/20 STAIR DIM. 5i 4'-11 1/2": 1Q'-6 f/2 STAIR DtM. LLS �- 4'-1f 1/2't 1L/'-6 1/2` STAIR DIM. W� - - -- ----- 10'-6 1/2' STAIR DIM. _ _ 3' 0"_ 4'-3" (6 EQ 3'-1 1/7 1 GAP 1 VERIFY EXISTING BUILDING PIAN DIMENSIONS TO 2,U 1 _ --- - - - -- - 18 2'0" 21-0' p• CONFIRM STAIR STRUCTURE DIMENSIONS BEFORE METAL 16 _-_ I 16 1 14, I I 16 1 18 16 1 -- .0' 18 i FABRICATION. \ TYPTY -� - ��, �: ;;;.• • TYP :.• - TYp � 2 VERIFY EXISTING BUILDING FLOOR-TO-FLOOR HEIGHT&0 G,C. �' .� .` • %'.`^''% ;,;x: f ADJACENT GRADE TO CONFIRM NUMBER OF RISERS/ f :Y I �. I 10 S co c 10 . ` TREADS BEFORE STAIR FABRICATION 1534 TYP cv TYP cv �',� TYP o0 x. ;� ` „ <.''; N ++ I TYP :t ` ky. o c� :i y.. 5 W1 L RUFF '" o I � : �:%<.. f` J` : ' {'•< cfy ++ 3, PAINT NEW SIDING TO MATCH EXISTING(TYPICAL). •4 ':>:; I :,,,f, �,•' �,:C i•k ':• r': �n x' .�;�,:_• :< , :! �0 4 INSTALL METAL FLASHING(a� EXISTING$NEW SIDING AS • � P UlI1D, OREG011 � •:' > j{''> •. x: r' REQUIRED. l : 5 1 :.�. ,` az 50 .{` y5 I !'y;'� . ;..,.. z cp '� a ` _ a --C4) _00 < �, ' • 5 PATCH EXISTING WALL AT LOCATIONS WHERE EXISTING ♦ • v. I o '-- �- -- - ----- --------- - .. _,_ - -�. __-- -----�---__-`_-'-' '- (- STAIR 6T1,,1CTURE IS REMOVED BY INSTALLING NEW _� _ SIDING OVER EXISTING WALL&PAINTING TO MATCH OF I i6 12 1 " p• 13 18 I 16 12 1 p• 13 18 I I 16 -12 1 2'.0 1 18 EXISTING. TYP 3 0 4- ( Q) 3' 1 1/2" j TYP 3'•0"- 4'- ' (6 F.q) 3' 1 1/2" f` ( O) TYP - I - I TYP 3' 0" 4'- " I 19 1"GAP I 19 1"GAP i 1"GAP • 09 1. STAIR 4b PLAN-- LEVEL 3 A2. STAIR 4a PLAN- LEVEL 3 A3. STAIR 3b PLAN- LEVEL 3 I A4. STAIR 3a PLAN- LEVEL 3 - CALF: 1/4"=1'-0" I SCALE: 1/4"=1'-0" I SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" I I I I i 19 i 19 _- 19 18 1/ 2'2`t 13'-4' STAIR D N. GAPI ;3_j/ 't` ;' 1' (10 ED) X-1 1_/2` 2' 7 2'-4" t 10'-6 112' T IR DIM. 2'-7 1/2 t 12'-10 1/2' STAIR DI 2-0- - 2 U" - - -- 2-8' 2 U. - - - 2'-0. 1 18 1 18 a _ UP co ;xA N t i N r f +1 f 4 LLILLILI11 +1 1 1121 S.W. Salmon Loa ,s _' . ;`,,a:< vim: , c ,. co ;1 . N 5' `� �_• �: 5. I .: � � Suite 100 'N 4o ;,N 5 Portlanr4 OR 97205 ... J \:tiY y4",r" '\r / •; )'`>C ``, `•':` :l!?`:`.` •i 4 f`•.: 4 Tel, 503.221.1121 - ---- _ . D r -- -- w p - -- �._ -n -- Fay 503.221.1077 1 2'_p• 13 18 I 1 2'_0• 13 18 N KEY NOTES '-41/2' (9 3' 1 1/2' I X-4" :t '-4 1/2' 9 S-1 1/2" UP 1 2'-0" 13 18 ( 1 Y 2'.0- 10,-o ,'0" 13 18 CUT EXISTING STUD WALL ING AS 1'GAP GA ( 10'6 1/ STNIR DIM. ON. CUT EXISTING CONCRETE SILL D@ WALL BASE/AS SHOWN. 1"GAP 2'-8" 7' 1" (10 EO) 3' 1 1/2• 1"GAP 3' S"t 1/2 1'-0 t 1"GAP CUT EXISTING ROOF OVERHANG AS SHOWN$REINSTALL 19 I 19 1g -- GA 19 EXISTING GUTTER. j B1. STAIR 4b PLAN- LEVEL 2 B2. STAIR 4a PLAN- LEVEL 2 j B3. STAIR 3b PLAN- LEVEL 2 64. TAI a PLAN- LEVEL 2 O CUT! REMOVE TING SIDING FRSE 24"MINI OBOTTOM. FO T NG SCALE. 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" I ( STUDS(OR LENGTH OF DETERIORATED STUDS, ` ► SCALE: 1/4"=1'-0" WHICHEVER IS GREATER)FROM WALL BASE. INSTALL NEW 2x4 STUDS PER STRUCTURAL SPLICING A � i I I REPLACE EXISTING SILL BY NEW 2x4 PJ SILL. DETAIL. INSTAL!NEW SIDING OVER REPAIRED EXISTING STUD WALL(NO AIR INFILTRATION BARRIER.) O NEW CONCRETE LANDING PAD FLUSH WITH ADJACENT 2 ' Q) 2 1 1/2' GRADE AND/OR EXISTING CONCRETE CURB WHERE (3 EQ) T-3 1/2` (3 EQ) T-3 1/2' 2 0" OCCURS. 2 0" 1 G2 14 1 2 0' --� D2 �� 1 �_p 2 02 9 1 2 L/2 O INSTALL NEW SIDING OVER NEW AIR INFILTRATION ti A2 2 V 2 �J BARRIER OVER NEW EXTERIOR 5/8"GYP. BD. TYPE"X' Np 1• -- UP - A2.2 OVER EXISTING SIDING. -- - t .� . . :. _ 10 >`;,.`r•''' _ < ' ^ ti`:;r:%•. - TYP _- - TYP 2 REMOVE &REINSTALL EXISTING PROTRUDING FIXTURES ;' 17 _ yi:,;/ 4` - 10 y,f:.:. . TYP WHERE OCCUR. CONSULTANTS a�cco 10c�rk 4 ".:• i \ C;; - i N} �-/ „ �� I f� .;}:` ,` 17 +� ">":. \ 17 & +i \.J REMOVE&REINSTALL EXISTING LIGHT FIXTURE. X: r •, k f 0 6 REMOVE$REINSTALL EXISTING LAUNDRY EXHAUST HOOD. 7 3 5 in D1 7 `:%< 5 - in D1 \ ,<;``� y, - - _ in { t : 0-� _ . �.. 7 ✓ 5 D2 vCP "` ``l" m 0-E ./ '. ;' ?'" ( " A2.1 ` '` a SIM O EXISTING WOODEN FENCE TO REMAIN. !� r -_ - ---` PROTECT EXISTING TREE DURING DEMOLITION&NEW ^.,}_ .-_ -- -- - ,_ . - p --- �,• - - --- - - - - - - CONSTRUCTION. 13 Q72'-U _ 13 `-/ �' 9 '�- 13 1 2'_0" 13 2 1 2'_p• 13 2 13 �`- 2-� r13 2 14 Q EXISTING CONCRETE CURB TO REMAIN. C - V D� SIM D3 M UP D3 7 (2 E D 8'-8 1/2" 10 STEEL GRATING LANDING, SET TOP ELEVATION FLUSH ® } I SIM O 3 WITH ADJACENT EXISTING CONCRETE CURB WHERE A2.1 I A2.1 A2.1 I A2,1 SIM OCCURS. C1. STAIR 4b PLAN- LEVEL 1 C2. STAIR 4a PLAN- LEVEL 1C3• 7- _ „ NEW COLUMN FOOTING. SEE STRUCTURAL. O Q. STAIR 3b PLAN LEVEL 1 C4. STAIR 3a PLAN- LEVEL 1 � SCALE: 1/4"=1'-0" I SCALE: 1/4"=1'-0" 12 WOVEN STEEL MESH GUARDRAIL WALL. R/ c) I SCALE: 1/4"=1'-0" I I I SCALE. 1/4"=1'-G" Q a W I I I 13 REMOVE/REROUTE EXISTING,DOWNSPOUT AS NEEDED. �1/ 0a MAINTAIN UNOBSTRUCTED PATHS FROM STAIRS TO a Q I PUBLIC WAYS WHERE OCCUR. ♦q I I I I I 14 REMOVEI REROUTE EXISTING ELECTRICAL CABLE/WIRE AS � Q co MAINTAIN UNOBSTRUCTED PATHS FROM STAIRS TO ED. i PUBLIC WAYS WHERE OCCUR. 1 4 I /- I 1 "�� 15 REPLACE DETERIORATED STUDS AS REQU' AT ~ j I I EXISTING WING WALLS(TYPICAL). ! - -- - - - _ --- 15 ..f " ______ I •-f--- •'- � SEE STRUCTURAL FOR SPLICING DETAILS. TOP ELEVATION 42"ABOVE TOP OF ADJACENT LANDING OR I � 5 I r-- 16 1.5 x 1.5 METAL GUARDRAIL. � � I NEW END OF EXISTING WING: D3 TYP A4 D2 ' WALL BEYOND- TREAD. ' �2 SIM I I NEW END OF WING WALL SEE STRUCTURAL FOR MAXIMUM SPACING OF VERTICAL A2.3 A2.2 IN FRONT NOT SHOWN I BARS. TYP I FOR CLARITY ti B 17 1 5" DIAMETER METAL HANDRAIL ON ONE SIDE OF STAIR �• (TYPICAL). NO GUARDRAIL REQUIRED ADJACENT TO EXISTING WING B4 DI WALL. TYP „ 19 ADJACENT EXISTING BALCONY TO REMAIN. PROJECT NAME !' A2.3 A2.2 I ^. -_ EV 3 LEV 3 '` x LEV-3� 20 EXISTING BUILDING FOO'fiNG $DRAINS TO REMAIN. r .. 12 TYP x ' x ' J TYP 4i` � 50 10 TYP } : W I v X y y,4:. ; ATTACH i = GUARDRAIL i` ( &HANDRAIL c c c ► DIRECTLY TO% c Y 0- 1WHERE STEEL POST POSSIBLE _LE V 2 I - - - -- x " - LEV 2 (TYP) LEV 2 �.. - I - - - - DATE 7.8.02 ilk CHECK: DAE 5 .• .: :L.LDl RAWN 6Y.' ` lL `{ LEGEND _ w -<•ti c VERTICAL BAR LOCAT ION 10 ?. 15 > y; c -� VARIES 3 ALIGN C4 n ( c VERIFY W/PLANS PROJECT: 202108 A� 3 SIM c c 20 _ ITEM TO BE REMOVED- g ry REINSTALL/REROUTE WHERE INDICATED - r__ 7 . LEV 1 --- --- - - --- I_FV 1 LEV t� - - - - ITEM UNDERNEATH/ABOVCI BEYOND L J 1 L _ ' I•- _ J L _ r L L _.. I D4 TYP (__ SEE D1/A2.1 FOR TYPICAL NOTES& DIMENSIONS � 11 AZ.2 I 11 I I j SEE 01/A2.1 FOR TYPICAL NOTES& DIMENSIONS A26 � D1. STAIR SECTION i _ j D2. STAIR SECTION i D3. STAIR ELEVATION i RI•I►2uo3_uoozl SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" I - ,'CALF: 1/4"=1'-0" 1 1905 SNN 91 1 y _ Z I11,I)GS 1-4 STAIRWAYS 30F14 Copyright' 2002 C � 1 _ 3 4 LRS Architects,Inc. T Iltllllllllllllllllllllllll � lll ti1111111 ! 1111111111111111111111111IIf11111111111111f1111111111 ' NOTICE- IF THE PRINT OR TY EON ANY I I I I I I I I I I I I I I III I I III I ' I f I I I ' III III � ' ( � ' I I I i I I I III I I III ' i l Jill 1 I 1 11 1 III I ' , IMAGE IS NOT AS CLEAR AS THIS NOTICE, L I I I I 6 �j I I 11 I I 1� �G� Q)c __01_- __-_-_1�1__._ � _-_) ,tee' ra a s IT IS DUE TO THE QUALITY OF THE No.3e �' •,-W:=' I ; . ORIGINAL DOCUMENT Illlllllll�llllillilllA!Ill�llll�llll�llll�il'I�III � it III� I'lIIIIIIIIII 111 1111111 III � I II I I II ..I I I II III I IIII I �IIIIIII IIIIIII11111111 IIII 111 , 1 II I �I I II � ilil 11► 111►11►11111►1II11�111�1►Ifll11 I�►11�1►�III�IIIIf III �11►I�IIII�I �l�llLl�l►ll�llll111.! I � I I � �I I► III 111 llllWlllllW�lI��IIII ll� I I N s j �ZaW z w UZ ,9 `�� 19 o � 19 o GENERAL NOTES (11 n LL.• 3 1. SEE SHEET A21 FOR GENERAL NOTES, KEY NOTES 5 LL 4'-5 4`-5 1/2't 10'-6 1l2' STAIR DIM. 5'-T t 2'-5 1/2' 10'-61/2* STAIR DIM. _ 4'-9 1/2'_t._ _ _ 10'-6 1/2` STAIR DIM. a�, --- - ------ - --- n ---- — ----- -- - LEGEND. -� 2'-0' -1------ --- 2--09 D �G A "T` \ I 18 I & � -N . I I I 16 1 ns 18 I QT1 I I 7YP _ *- I I TYP t�� 5sa 13 •s, 14 :<in CO) - 9 is V WILL ROP: v ' ' ao 0-- c 1. r-' �� i TYP ,{� iv k TYP N TYP ra, ( : ,\•t<r � •h a -� ?0 No, ORE60N _ G`. OF fto 0 <: Xx 40 _--. I ...... _— _.._ __ ________ _ ✓ HA 16 12 1 '_p• 18 I 16 12 1 '_0� 18 I 16 12 1 '_014' ' 18 - - " TYP 3' 0" 6 EQ 3'-1 1/2' • TYP 3 0 4' 6 EQ ( ) TYP 3'-0' (6 EQ) 3 1 1/2 ( ) - 1•GAP I '} 1*GAP ( 1'GAP Al. STAIR 2b PLAN- LEVEL 3 ! A2. STAIR 2a PLAN- LEVEL 3 ! A3. STAIR 1 PLAN- LEVEL 3 t SCALE: 1/4"`-1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" w. --•—-4 19 - - ; ► r 1! 45 2'-1't 13'-3' STAIR 2'-3' G 2'-2't 10'-61/2' T R DIM. 45' `10'-61/2* T R DIM. �0 ---- 2-0- 18 ti0 1 p 18 n Ds , - 18 — _ - - — ' .14 (13 J - ,• ... 0. (D3 �-� z Y 4-4 k `N ii ti f1k.. h � r Y n r 04 +1 ` o ��F 4;F 11 1 �d: .�alinon Suite I X70 Portland, OR 97205 ,.., N TeL 503.221.112f , ..' F= 503.221.2077 18 n 1 2_p• 18 -'2' 0' Its a 0 UP 2'-1 1/2"= g' p"r.} 41 3 1/L' • • 2" 3'-1 1/2' 2-5 1/2 ' 1 (10 EQ) 3' 1 1/2' (-EQ) �`--- -1 1/ ' 2'-11 1i� '-1 (10 EQ) _.�— t 1"GAP 1"GAP I 1"GAP 19 B1. STAIR 2b PLAN- LEVEL 2 B2. STAIR 2a PLAN- LEVEL 2 B3. STAIR 1 PLAN- LEVEL 2 SCALE: 1/4"=1'-0" I SCALE: 1/4"=1'-0" I SCALE: 1/4"=1'-0" A � --T— —T EXISTING 9 EXISTING RAMP RAMP UP UP EXISTING EXISTING I SUNKEN SUNKEN PATIO PATIO 4'-2 1!2't 1' "(2 Q) 6-/" V 3'-3" 4'-3" (6 EQ)_ 1 3'-0 1/2" 2'-0" 02 13 2 i D' 14 1 - - - - s —13 2 D2 1 Ds - 13 14 2 A2.2 A2.2_ ! JQ - - A2.2 - - - - p TYP -� �� YP �,>� I = --,, �� TYP .� CONSUi TANTS 14r'' .. U P \ 10 f 17 iv - r ti4 s✓ `o 17 '- �,.< _ � D1 8 � •Y•'•<' . ..`<;k�';:`:; ,� 5 in D2 I in D2 7 { 3 ) 5 l SIM A2.1 Uj y A2.1 N I J , LL 1 2 9 1 2-0" D y:: 1 0" I V U10 D3 03 SIM I A2.1 30" { 9 ) Uj 12.1 i v Z Cl, STAM 2b PLAj- r C2. STAIR 2a PLAN- LEVEL 1 C3. SLAM=AN- LEVEL 1 C� o d • SCALE: 114"=f-0" SCALE: 114"=V-0" SCALE: 1/4"=.-0" r � � Z � CC CO g � Q c �C B PROJECT NAME Qlz OZ I wl<10 EXTERIOR EXTE1CtlOR EXISTING LUI 913 E)fTER#OR s -_d REPAIR EXISTING WING NALL w END WALL i STUDS AS REQUIRED- --- F,EE STAIR SECTIONS 1 1" GAP 1 1' GAP EXISTING WING WALL - EXISTING ING WING WALL NEW SIDING OVER L • EXISTING/REPAIRED STUDS L EXISTING DOOR, FRAME,THRESHOLD TO REMAIN Iz' -STEEL ANGLE WELDED TO I INTERIOR STROCTURAL MEMBERS INTEF��Oh' NEW SIDING OVER I SEALANT -- FLUSH WITH EXISTING BUILDING NEW AIR INFILTRATION 10 FLOOR 8 NEW LANDING — ___ _ BARRIER OVER EXTERIOR L - METAL GRATE LANDING �_— -- 5!8"GYP. BG.TYPE "X" — � -- - OVER EXISTING SIDING NEIN 2x6 P T. BASE � NEW 2x P.T. STUD BOTH ;iJFS , AS REQUIRED I AT 7.8.02 1x3 TRIM BOTH SIDES REPLACE EXISTING SILL 1/2"GAP - ` ) BY NEW 2X P.T. SILL STEEL POST- --STEEL STRINGER- _ _ _ SEE STRUCTURAL EXISTING SEE STRUCTURAL ---- I � �— TO REMAIN ONCRETE SILL DRAWN B�• LC I R --NEW SIDING OVER ~� ¢ cv — ---ADJACENT EXISTING EXISTINGFLOOR /- CONCRETE OR GRADE PROJECT: 202108 STRUCTURE NEW AIF INFILTRATION I — -NEW 1x3 TRIM - — SEALANT > TO REMAIN-- --`� BARRIER OVER EXTERIOR I I -- 5/s"GYP. BD. TYPE "X" — P.T 2<8 TRIM \--- ---REMOVE EXISTING Dr)OR OVER EXISTING SIDING TRIM ' � - ---- REMOVE PORTION OF SEALANT EXISTING WING WALL- SEE STAIR PLANS 8 SECTIONS STEEL POST r3EYOND- I �— EXISTING DOOR TO REMAIN SEE STRUCTURAL E`TGE OF LANDING BELOW A202 13U1'211113-0002 C'1. DOOR THRESHOLD C2. DOOR JAMB (HEAD SIM) SEE PLANSFOF1ORIENTATIO14 �;3. WING WALL TERMINATION (PLAN VIEM C4. WING WALL BASE" (SECTION VIE{I�/) � I Igoe sw 91"i SCA��)t►LE1 U" SCALE: 3"=1'-0" SCALE: 3"=1'-0' SCALE: 3"=1'-0" I31.UGS 1)-4 STAIRWAYS .�OI�I.� Copyright' s. Inc.02 2 � 3 r 4 � LRS Architects. In C � 1 •': y..y.Tp•C.wRA 'ILLnA+-..m.rww,.,..,-.,+r:.,,.,,a,,.p., R..+r...—..__.•.n..---....__._._...—... -.:..-- _ -...:..-r.w,. n..,.._:a., aa; I.,. w:ww.w.,:...:..ci.....,_..r...._., NOTICE: IF THE PRINT OR TYPE ON ANY f i l l III I I I I I ' ' l l III III I I I I I I III III ! i f l l i j .T:��. I j t III 1 1 l l III III 111111 I I(t t t l I l f I !IIII 'III III III 111 I I 1 I I I I I I I III I I III III I I I I I I I I I' ill III I I I I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, l I I I._ll I I I _l I 1_ I 1.41 _ I.. -� 1- L 6� III I L- I - I I gl- I- I - � I -�011� IT IS DUE TO THE QUALITY OF THE "°'6 ORIGINAL DOCUMENT >; 8Z 8 Z L Z flIZ 9l Z blZ 8 Z Z i Z o Z 81 8 I G [ - 9 TS Z T 911M� f' I I I I l I f III III I II�IIIIIIIIIIIII IIII IIII IIIIIIIII IIII!IIIII�Ii�lllllllllll 11111111II111111IIIIII1111I1I►l1i1L1111�111I 2222222 ' 11.11 �l�I II!l ►IIIINIIi �� IIII IIII I III,I:'illllll II Ilillllllllll,llll 111.111 l 11 ►11111111111111 .1111 IIIIiI� I I I IIIIII�III�IIII�IIIIIIlllli,l� I I 1 D , 4rpLL LL LL ¢w� Ua ♦� 1534 LL LL w "'7y"-" RIFF =z U) Z Z_ z LA V _ LU Uj OF 01W// METAL GUARDRAIL - - METAL HANDRAIL-- r, e: ` AL GUARDRAIL METAL GUARDRAIL META2 ---�--- sQ ! — ` 1mr E 3 z STEEL STRINGER- METAL HANDRAIL— ,� METAL HANDRAIL < SEE STRUCTURAL PRECASTCONCRETE ¢ xT_ TREAD- 0 H Q ^� SEE STRUCTLRAL--\ O bp STEEL STRINGER- N a cr - PRECAST CONCRETE TREAD- D SEE STRUCTURAL "� z SEE STRUCTURAL ih p z PRFCAST CONCRETE TREAD- ~' STEEL STRINGER- CLOSURE END PLATE \ ~ O SEF.STRUCTURAL SEE STRUCTURAL (?Yp) - `D �' ~ WOVEN WIRE MEb4 `v) STEEL BEAM- SEE STRUCTURAL - CLOSURE END PLATE GUARDRAIL WALL r0 t iv -- RAL (TYP) STEEL GRATING STEEL GRATING LANDING LANDING— STEEL ANDING STEEL BEAM- A3 SEE STRUCTURAL f 4 A2.3 1121 S W. Salmon _ I Suite 100 -- - — -J Portland, OR 97205 STEEL BEAM- f TeL 503.221.1121 SLE STRUCTURAL — Fahy 503.221.2077 -- _ AZ GUARDRAIL/ HANDRAIL ELEVATION A3. GUARDRAIL/ H ANDRAIL ELEVATION A4. GUARDRAIL/ HANDRAIL SECTION SCALE. 314"=1'-O' SCALE. 3/4=1'-0" "-+ SCALE: 3/4 -� -0" A w WOVEN WIRE MESH ', ' GUARDRAIL WALL METAL GUARDRAIL ^� 1 1/2` 1 1/2" METAL GUARDRAIL i jc, CLOSURE END PLATE WOVEN WIRE MESH , (TYP) �� CONSULTANTS j ❑ /- - PRESSURE LOCKED STEEL GRATING 11 I a N / I LANDING-TYPE 19-4 AS PROVIDED BY LL STRINGER BELOW- GRAT800 321N 3P4 8!00 49 N7999 SEE STRUCTURAL / t O L �--1 1/2'METAL HANDRAIL w _ PLAN 1/4' ? ' / / I SEE STRSTEEL UACTURAL ATTACH CH TOTO GUARDRAIL - /( /` / SEE STAIR PLANS SL CO E sAS,rR CONCRETE TREAD- w 1 7��' SEE STRUCTURALcn cq � TYP O 1 1/2'METAL HANDRAIL- SEE STAIR SECTIONS FOR 0 ELEVATION q 0 W 1 1/2" R — Uj mQ o --•— J '��• STEEL STRINGER- / SEE STRUCTURAL LU co Uj ELEVATION A/ 6 B3. HANDRAIL, DETAIL B4. STAIR A TOP LANDING � SCALE: 3"=V-0" SCALE. 3"=l'-O' `j B X { W � / --METAL GUARDRAIL PROJECT NAME / 7 OZ / / - I 1 L) CLOSURE L_- w END PLATE 1 1/2"x 1 1i2"METAL GUARDRAIL- Q (TYP) �— SEE STAIR PLANS FOR LOCATIONS —— w SEE STAIR PLANS � TYP 1. � 2x2 WOVEN Vi;RE MESH WITH � � FRAME-ATTACH TO TOP& PRECAST CONCRETE TREAD- L BOTTOM RAILS SEE STRUCTURAL (BY USA STAIRS) V V (www.americanstair.com) z -- ---.-------_.__._ / DATE 7.8.02 U / LU / v7 11 w _ / CHECK: _ CAE U) I --- / - STEEL GRATE LANDING- I DRAWN BY: — LC 2' w 1 1�2' I / SEE STRUCTURAL LU ON-GRADE / CONCRETE PAD @ SIM- / SEE STAIR PLANS &SECTIONS PROJf=CT: 202108 / STEEL STRI'N,ER- I SEE STRUCTURAL - --STEEL BEAM- - SEE STRUCTURAL A223 C3. STEEL MESH GUARDRAIL WALL (PLAN VIEIM C4. STAIR BOTTOM LANDING 1311'�uo;-000zl � SCALE. 6"=1'-0" 11005 SNN' 91'l SCALE: 3"=t'-o" 131.D(:S 1-4 STAIRWAYS 50114 2 3 � 4 � 5 Arr,19i fact Cm1Inc. NOTICE: IF THE PRINT OP TYPE ON ANY I! I I'I I I III III I I ' III III ! ! IIIIIII III I I III ! I I ' 111 III III III III I�I III III III III III III III III III III III III III III III I I III III IIIIIII I I I � I I I IIIIIII 11 ! III VIII I I -� NOTICE, IMAGE IS NOT AS CLEAR AS THIS IT IS DUE TO THE QUALIT-Y OF THE No.3e _.�,. 9 ORIGINAL DOCUMENT E 18Z 8Z L7 9(Z S'iZ I ibZ f:7, Z IZ OZ 81i 8I LT 9T 4t 6l ST �I IT i 8 8 L 4 1' 8 Z I�iaetNF lill III111111 IIII IIII IIIIIIIIIIIII11111111111 IIIIIIIIIIILIIIIIIIIIIIIIIIIIIIII! IIIIIIIIIII III III I I I , ' �' I it II IIIIIIIII 211►III►VIII►I�IIIIII�111►IIII►III II VIII ITI11 �� oo�� I ! III �II I�Illlltlllllllllllll�Illlllllllllli�lll 111111 I I � lll�llll I l I 1llW1� l � l W1W�111111�1111111111111 ll (IIII INII� t ;i GENERAL STRUCTURAL NQTU ,A, s _3 y GODE REQUI MENTS: ' CONFORM TO THE UNIFORM BUILDING CODE, 1991 EDITION, AS AMENDED 157 THE STATE OF 0> 110 1 OREGON. Qq ��r10 r DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE 1991 UNIFORM `�✓� BUILDING CODE. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS WERE USED FOR EXP: 6/30/0? DESIGN: 10'-42 f STAIR LIVE LOAD: 100 PSF _ ALLOWABLE 501L BEARING PRESSURE: 1,500 PSF EEXI TING CONDIT111 " : 1 THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND NEW CONG. FOOTING 1'-6"x ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY I'-6" W/ (2) 04 EA. NEW TS 3x3x3/!fo COLUMN, DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS PRICR T'O THE START OF THE n WAY, (2) PLACESWORK_ CONT. TO LANDING, � NEW T5 3x3x3/16 COLUMN, (2) ?LACES TEMPORARY CONDITION : CONT, TO LANDING, - I THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND f EXISTING STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE i (2) PLACES -- NEW MC 12x10fo ( I DRAWINGS HAS BEEN DE51GNtD FOR STABILITY UNDCR THE FINAL CONFIGURATION ONLY. STRINGER 1 - - - - - - w ,-y rL i —� N - TAKE A,LOL NECESSARY PRECAUTIONS TO PREVENT DISTURBANCE OF AND TO PROPERLY DRAIN R� ` THE AREAS UPON WHICH CONCRETE 15 TO BE POURED. REMOVE_ LOOSE OR DISTURBED SOIL L.----W EXIST. CONC. _ _ I �' FROM THE BOTTOMS OF EXCAVATIONS. FOOTINGS TO BEAR ON UNDISTURBED NATIVE SOIL OR n FOOTING - L1 I 8 52 -- -- -- -+ --- STRUCTURAL FILL IN ACCORDANCE WITH THE SOILS REPORT, s 52� I I , i - CAST-IN-E. CONCRETL ' � NEW II"IC I x10 x x ,� x z cv MIX DESIGN: PREPARE DESIGN MIXES FOR EACH TYPE OF CONCRETE. PROPORTION MINCES BY NEW CONC. FOOTING 1 -3 x N co ST ING R - �- 9 NC. F DEEP W/ (2) B --T- _ EITHER LABORATORY TRIAL BATCH OR FIELD EXPERIENCE METHODS, USING MATERIALS TO BE 11.,1 S1f'Salmoiz U 3 v U V� EMPLOYED 0,. THE WORK FOR EACH CLASS OF CONCRETE REQUIRED. FURNISH CERTIFIED 04xl'-0" DOWELS EA. WAY NEW C. I xl0 _ REPORTS OF EACH PROPOSED MIX FOR EACH TYPE OF WORK OF THIS SECTION. Slltle I)(1 ut STRINGER u, , k INTO EXIST. CONC. STEMWALL, I I � Forflan[l, OR 97„0) , (2) PLACES TYP. UJI Z z I z ADMIXTURES: AIR ENTRAINING AGENT IN ACCORDANCE WITH ASTM 6260 AND WATER- Tel. 503.221.1121 REDUCING ADMIXTURE CONFORMING TO ASTM 494, USED IN STRICT ACCORDANCE WITH THE rJ_ MANUFACTURERS' RECOMMENDATIONS, MAY BE INCORPORATED IN CONCRETE DESIGN MIXES. Fam 503,221.1077 I I AN AIR-ENTRAINING AGENT CONFORMING TO ASTM 0260 SHALL BE USED IN CONCRETE MIXES FOR EXTERIOK HORIZONTAL SURFACES EXFOSED TO WEATHER THE AMOUNT OF ENTRAINED im ` t AIR SHALL BE 5% - 1% BY VOLUME. FLY ASH NOT TO EXCEED 15% OF CEMENT CONTENT BY WE IC!;T. - --- - -- -- _ NEW MC 12x10.& �- I 1 �, STRINGER �__ _ CONCRETE WORK SHALL CONFORM TO AGI 301. CONCRETE STRENGTHS SHALL BE VERIFIED BY L------ — -- - IFOLLOWS: - --- STANDARD 28-DA1" CYLIr1DER TESTS PER ASTM G39, AND SHALL. BE - -- - - - - - - I FOOTINGS. F'c=2,500 P51 AT 28 DAYS: MAXIMUM SLUMP 4' PLUS OR MINUS 1'. T.M. RIPP' Y A EXIST. CONC. I CONSULTING ENGINEERS FOOTING - REINFORCING STEEL: 7070 S.W.Fir Loop,Suite IW ) (OTHER STAIRS Sir-9 STAIRS SIM) REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 AND FOR DEFORMED BARS, Tigurd.Oregon97223 �+ /� ,{ /� I I 1 UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM Phone:(503)-i33-3900 ST,41 iR 4b FLAN - FOUNDATION STAIR 4b FLAN - LEVEL I A i - VXj. GUARD RAIL, SEE GUARD RAIL, SEE - MG STRINGER, SEE PLAN DETAIL 9/52 DETAIL 9/52 21/2'' THICK PRE-CAST ' "- /4END IE TYP. '' �� 10Nab a \ Gl 4 METAL GRATE F3Y OTHERS - METAL GRATE BY OTHERS CONC. TREAD. CONN. TO ANGLE BY OTHERS METAL GRATE BY OTHERS �'`rrY Fl Nk L 2x2x jxCONT. L 2x2xrlxCONT. TYP - f._ L 2x2xjxCONT. AT METAL GRATE AT METAL GRATE AT METAL GRATE _ L 2x2xljxCONT. AT METAL EXP: 6/30/03 --T�� GRATE, SEE DETAIL 3/52 - ------ V/2" THICK PRE-CAST F s i - - GONG. TREAD. CONN. TO — --- L 2x2xix0'-8", iz - - - - F I t - A:NGLE BY OTHERS - _ SEE DETAIL 3/52 MG BEAM, ! SEE PLAN I I MG STRINGER, MC STRINGER, ! SEE PLANSEE PLAN I LT_ — —— T5 COLUMN, I 316 2oIZ \ 3i6 24012 \ MC STRINGER SEE PLAN I I BEYOND, SEE PLAN 2 rD I 1/4 f - L 2x24 0'-8' , TYP. L 2x2xjx0'-rb", TYP. n MC BEAM, SEE PLAN r2 &ECTION 3 SECTION r4__' SECTION cj2 cos-t SCALE: I' I'-0' S2 cow-2 SCALE: I' 1'-01' j2 GCS-s SCALE: 1' = I'-0' 1121 SUalmon Suite 100 Portland, OR 91205 503.221.1121 Fir. 503 221.2011 A ; T.M. RIPPEY �I CONSULTING ENGINEERS 7070 S.W.Fir Loop,Suite 100 Tigard,Oregon 97223 Phone:(503)443-3900 Fax:(503)443-3700 TS COLUMN, SEE PLAN : L 2x2xjxCONT. ; �� 3rd I I AT METAL GRATE METAL GRATE BY OTHERS LEV I L 2x2'K CONT. AT METAL METAL GRATE BY OTHERS GRATE, SEE DETAIL 3/52 I I 6000NSULTANTS !' �i / \ r------- I ',4" CAP 1E, TYP. MC BEAM, SEE PLAN S COLUMN, L 2x2xaxCONT. AT METAL I TOP 4 BOTTOM -- \ - - - - ^-- _ T SEE PLAN I GRATE, SEE DETAIL 3/52 I I �4 L 3x3x jXCONT. W/ Iia"Ox4" 3 5 I LAG SCREW5 0 2'-0" O/C INTO I I z II I, S2 S2 SIM. EXIST. FRAMING Ca 1'-4" O/C 144 `- I I ♦/� - INTO EXIST. STUDS AT SIDE LU �J WALLS, TYP.) Uj�o EXIST. FRAMING, !� a i i ° i i a FIELD VERIFY MG STRINGER, Ile SEE PLAN i5 d �1 Q w - NEW TS 3x34 I I I'-6' MIN. COLUMN, SEE PLAN I / ---- L 3x34 CONT. W/ °., �V � � �, .a�, � NEW CONIC. FOOTING, O �, O 2612 I I MC BEAM, SEE PLAN a �x4 a EMB�D SIMPSON SEE PLAN r n Uj w WEDGE-ALL STUD ANCHORS a V ��,/ C� is 2'-0" O/C (/ 0. E52 4 \ moi' I I I I EXIST. CONC. WALL 3' CLR I LL O Z i �� ! ! I I - � I SIM. 52 I Sib I TS COLUMN, SEE PLANco — Q 7 -0 Q L I2�v 5 SECT I ON SECTION SECTION W NEW T5 3x3x ,� CL cos-a V_ SCALE: I I -0 �:, —F--- `�J2 SCALE: I 1 0 S2 cos--s SCALE: 1" = 1'-0' �j2 cns-s COLUMN, SEE PLAN i, , 1 I �'i ' ct �i TS COLUMN, I I W B II, „ S2 S2 Yy SEE PLAN I I 5,45E e AT DOOR �— �� i I PROJECT NAME \\< 1, 4 I 3 L lx!x'/6xCONT. AT 1 / SCREEN ATTACHMENT, �a BASE B W/ l2) ! I I ! � — TT-P. SIM. 52 �' \\� 1/2"Ox41'2" EMBED 51►,IPSON I I TS 11/2x11i2xa _ ��` WEDGE-ALL STUD ANCHORS I HORIZ. r -------- 5A5E FE AT UJALL I FOR SCREEN 4 \~ 1'12"0 HANDRAIL, L - - � I ! �.. - ATTACHMENT, SEE ARCH. \ SEE ARCH. T5 11/20/2xIj VERT. - I 316 NEW CONC 6 - a 4'-0" O/C MAX. L_ /- -- . r-TG., 1 52 I I SEE PLAN 2'-10' liaxl!'axt L� V I�ORIZ. ------ 1 1_ (2) *4x!'-0' DOWELS EMBED ( DATE: 7.8.02 41/2" INTO EXIST GONG. STEM- WALL USING SIMFSON 55ET I EPDXY, TYP. I 4 LCr�ECK: DRH -t DL DRAWN BY: STS EXIST. CONC. FOOTING, MG BEAM, I I PROJECT: 2177 FIELD VERIFY SEE PLAN \ i \ ----------'�' 1 % ST41 R 4b SECTION 8 SECTION 5 SECTION rJ' 2 cos-SECT, SCALE: 112' = 1'-0' Cj2 cos-7 SCALE: I' 1'-0' rj2 cos-9 SCALE: 1' = 1'-0' 111.•".100;-00021 S2 11905 SW 91.14 1 Bt,DCS 1-4 ST:VI111W.k1'5 70F14 C 1 LRS Architects, Inc. a: NOTICE. 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