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Plans Su -oo?Jog 1 1 1 9 - S s 70"Av'e_ I ` GP 2.7 © 4 5 7 g O � ;,� � E • 0 0 0 0 0 ✓ m 15.-7 9 _.: �.; :. 25'-0' zse 7•; • ' E B 0 4 2010 I 1 1 1 1 1 I I I I I PECK O uyc-c.i`r _ - - - REF. DRAWING S22 FOR F TI GA I tD SMIL = C *-TWA ' iv . 2 /tw.ln 4. s _ - NFORMA 1 g�J G DIVISIO E T T L I N Y � _ _, i _ _�� _ • - - r - - - archite ct s 1 M12 SW CORBEff AVE. ' I ' 1 • i T � � 1 EDGE OF T TIF O P ORTLAND. OREGON 07201 PHONE 1 I (E) 12 CONCRETE FOUNDATION (503) 245-9170 1 * I I RETAINING WALL (I I 1 I I CI a (E) =CRETE � /W` € � � � _ _ /'1� J/ Wee OF FOOTNO TW I r J _ r . p M OVE TIDN (v - - - • – – - - - r l - - � � - - I - - - -I-----. - - 1- + 1 - � H ILL - 1 - - - - - - - 1- - - I - - —1— - - - _ L 0__ _ Ca D o I + 7 r j , CL LT -g U) - - - - - � - - "� � -�- -- - �� � - - - -;_ - - I - - - - _ I LT - O cn fi___J . 11 I L + __I wa x L _1 L 4__1 I .— .,..... -,, 1--_, c, . __, 0 p , 1 • , , , .... ca 0 _ _ a I - I I - - - (E) CONCRETE - F - - r - - - - - - - - - - - ® as ix U l I SLAB ON GRADE. i t - P - _ I - 1 - - - 1 - - - 1 - - 1- - - "� - - I - - - I - - I - - } ® as ll _ S (E) EL V-0 E 0 0 ` r l I I I I I b U 06 IL - _ �± 7 --, rte _ - - - _ 0 u. f • I I I I I I I I 1 I 11 I . ` _. .. -. j .,.,�.: Consulting Engineers REF. DRAWING 522 Ijj11 "- 1 , r" ` I' 111 5W 501 Avenue FOR FOUNDATION I . I . , � � • `' ; 5die 2500 Portland. Oregon 97201 INFORMATION 503.227.3251 - 1 7: 1 --Pct-‘ JLRYi ...'. -1.., — c ii-A- liah - 1 ( � �T�C� ... . ,... r � _ ... PERMIT SET DATE 1 L1 �? _12 %V!". 1. / i�.v« S- CEO tics-- 13-1 "TD /� pt-k- 'PL N CD r ' 1 ..'• �.�r.'Y-. ( - .. '.:r._ - - �. ...: FIRST FLOOR FIRST FLOOR r gIE1owe•t7��. / I IA FO UNDATION PLAN U „e•.,' -o- ! I C r £ 15 s v✓ 70 ` .. 20911511 68 Z. . Moe so IN�tIG . - .tj ��-� y- 'a�I ¢ � �=Raa i;r1s z FOUNDATION PLAN NOTES , T *- 4 w �`` Lott � ® 1l�Cd � 1. REF. 53.7( SERIES FOR SLRS ELEVATIONS. P M E f� Lott i 7{ REF. S5J( SERIES FOR CONCRETE DETAILS. PM 09115109 Q I REF. 56.X SERIES FOR STEEL DETAILS V 41. _ ,, T' i 2. CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS AND • ," . 4 15773 q s ELEVATIONS. � �� ' • - e ��'�u #.U' "1'-i N T -/ J - ~ 3. REF. ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT GIVEN. 1 . . .. L _ �. �^' 1 ... C� d Pe- e,�} V 'r•-.4.44-i-1 , e (E) EL. X' -X' INDICATES TOP OF CONCRETE SLAB ELEVATION RELATIVE 70 THE }. �-F'< 7� W C'�Te -�` • - TOP Of (E) FIRST FLOOR SLAB /' T - a L �.�- - Q G Iti - - �� - /'� - wwAA ^i' 4/ _ 5 �- INDICATES (E) CONCRETE WALL AND/OR PILASTER. � �i^P'� TS- v � 7 �� -{.(.- Q V C B. -.04 -.04 INDICATES (N) CONCRETE WALL REF. ELEVATIONS FOR DETAILS. i B. v� `S�'4� tit 14 I OF 1 �i � -4L0 L p• 7. L 7(XX.( I INDICATES MEMBER IS PART OF THE SEISMIC LOAD RESISTING MY SYSTEM (SLRS). 'ctks__. •_ I t- -r-4 ro4.11 .►W a it-7 P-- E XPIRES: � - I 1 4- . R n.� Ita�- t�c71 -c . S1-* - LIE-434-1-1-1- ... = k 1 ? ' t w r Jr 14:::. =c". M1 2.7 3 4 5 8 0 8 9 9.7 10 11 4 00 0 0 0 0 0 0 0 0 a Ir 1 5 -r 9-4 25 -0" 25.O A 25'0 a O 0 -0 A � zs , 25 - IT.0 T - B a ?> I I I I I I I I I PECK SMILEY E T T L I N — I r O architects �� - - �1- `�� - - g, J - ` �__a - _ .r __ _ — ��__ - - - - W O DPP. TYP. AT 1 L 4412 SW CORBETT AVE. ci ©� JOIST ADJACENT PORTLAND, OREGON 97201 W W cyt TO WF w I h PHONE: (503) 248 -9770 CJ' FAX: (603) 248-0223 C 1 3 y - , ,e ' '' I N E. I II i b n O 2 1 n 1 a 1 4 _ I - _i_ — / , I - i L - q y ■ Lk 1 r O 9 F7 'v 'NIP. 1 , I 0 U) I - - - - — - - - — - - - ti - - - I - I - F� - - - - - �— - W i- te TYP. A XIS I I I I I Q - Y 0 �7 Al l o 57.3 1 g A b P 1-1 'BRACED FRAMs 1 _' 7 cJ - (E) w 24x621 t -,�� i - ...IMAGED EBAIE I BRACED FRAME _ r\ _ - O v) IS B m m ` I) © r a) E--' I- J N 1 o rx MUM ® 51 �{ I ® I,, rn m O w DON 1-Q — \ _ _ _ _ W - — - _ _ _ - - - - 3L A8 ON 'GRADE. _ -. - ` - • CO w 0 C 11E1 f . $ n ` J 't d 3 -I r E l ® w; E (E) COMPOSITE g I 4- ii CONCRETE ~� I I I II� m 0 © OVER METAL TYP. AT ADJACEN PTO DECK W WF Igri CC J' - - -_ _ W ., © 'm © © (r= © D p . D El W21a48 q D P E W1B; 45 R D � _ � � 0 _- _ _ .I� I D� - -- - - - - - I - - I - _ I --1-- I I if E n, I I I I I I I I I I I 1 1 Consulting Engineers ill SW 5U Avenue Sidle 2500 Portland. Oregon 97204 503 -227 -3251 1 IIJIL "Fl..-p,--e-4 N.5,TE___--,. '" PERMIT SET N -mil ` O SECOND FLOOR I-1 5% N1 A_ PLAN ED ,`. 11,11:71,___,. i (..-) ms ' - ;'E SECOND FLOOR b r FLOOR FRAMING / FOUNDATION PLAN NOTES FRAMING - (-t W t-- 6 1, V -- 1 7 FOUNDATION PLAN g� aII � 1. REF. 52.1 FOR FOUNDATION RAN NOTES. Z . I N 'T H - g /\ST- L� - PI ?-__c___ C SY 1 G` LI �Y � PRO 2o2091513 2091513 Y O �. 2 REF. 53X SERIES FOR SIRS ELEVATIONS. �. � REF. SEX SERIES FOR CONCRETE DETAILS. Pl.. �p REF. SEX SERIES FOR STEEL DETAILS. zi CZ ) � E � H x $j�h S �1M u.-r - 5.__- 1 N '7 k}E �g 1 $ � v � 0 3. CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS ANU MOM. REF. ELEVATIONS. S /t1M"E FF -w� -� M ic't 7 F-E_ 1-�Ebv —av> -p ,6,--r- -T 4> 4 wanes - 1 T WL. ' am^ cc , • 1 5 (E) EL . %' - %' ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT GIVEN. ,►1-'r �� 1 uT L � L,! 1 1 I LX 1�,T ,; Z ' / 5. INDICATES TOP OF CONCRETE SLAB ELEVATION RELATIVE TO THE TOP OF (E) FIRST FLOOR SLAB. gEP� -kC� WA -E.-NT W a++ tt C i ' $--�c� -ACS) . • ‘4,4/ 08Z001T B. +- _ INUICAT ES (E) CONCRETE WALL AND /OR PILASTER BELOW. •A 21, ti"-,040. 7. -.i-_ - :4- INDICATES (N) CONCRETE WALL BELOW. 3 • I ti-b T + N o 1� - Tt ' t - Sou-'> D 1' - - �C' -ter ) gel + u .r v • LZ B. I XX%X% INDICATES MEMBER IS PART OF THE SEISMIC LOAD RESISTING � LE) H '$!�A --r —F-5 u.-\.t (1.ST is.... 1►� 'trt - qCD L. SYSTEM(SONS) ` NP--- 9 © INDICATES (N) WELDING AT (E) BEAM CONNECTION. REF. 4156.2. S2 I/� 1.• L . L l r `w• � F . O /1 �.— i � ` Q --_ [EXPIRES: 7241- I 10. 4— INDICATES (N) L4.4x1/4 KICKER - BRACE AT E) BEAM. REF. 1(562. "T"' 4 v J v� { C) t �1 I P TI 1.0.-£- 1,.. ` , ' , �-}} _ "` - 1 2156.2 AND 3/S62 FOR DETAILS -.pL ' -c wrT %-,-. (1N) -- .Rh-e-E CS) . 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ATW i I �� I W © AT JOIST N I ADJACENT TO I ENT TO 0 d W H W !I ( I IL Ix- �� } I _ I -- - -- - -.. -_. O - ® 1 - I - _ (E) W7461 / I W w le ►wt1a40 - W111116 -- - 0 H ! 1 11 EINE/ I I I I I I I I I I I I I I I I I I I I Consulting Engineers 111 SW 5111 Avenue Salle 2500 PaYaM, Otpon 97204 503- 227 -3251 —p PERMIT SET 7 s I L, f� �i —k-,4 N o-1- .. N i -- THIRD FLOOR PLAN (11D l L. ...Al- 1 �v► = - s- Cam) K �,� =� ^ I° 1 I �� 1/8.''.-°- — THIRD FLOOR FRAMING PLAN ,�•}� - L . 1N 'TIM. E .h T' L'T 17t , (...4- $.�aUCTDj31 FLOOR FRAMNO PLAN NOTES 70i () () ¢ s C s , - �N -,-,+ Sly 1 U PR dil GE mow E 1 Rte. 32.2 FOR FLODR FRAMING PLAN NOTES �hiAaE_' to—k---r- 'Se- 'R£ w-ev E� h-- - r - f+a Y emir__ �` 3 . *011144 g . 9�.. 0 'rot wt,T 114 T1 -E v-oR' u� � Q'.-?' E BHT 4? 1577 p wDro 'LIN REtie9 W 1T (tv) r P - - -s] . , AV • S. 1N - 1" t1. R -TW — 1+ �?-E t M &I-Y v � � oazaox r (z) CF--- !t s� V- -ES (wws - 1w_ i - rot s • 21 - , 40 \ �i ' °.—� ' w-�-r £ P- w�a copv ITT h-M r' D L. S2.3 Ir ODk� TDINr 1N Tn�� wg rii -- 'g-JE T EXPIRE 12 .41 -II i 1A., rni- (N) (s) . e ''e,\( ` : t:: z '• N kVA53.1 C4 Q a Nso 9 ED c 7 1( g c c ASE 2 4 Q F 15 -0' .1 f Q i 15 6• i \D. r ' - } I SIZE TM' OTHER 14' -11' I I I i . . i i tA' -11' I i i I .I I n se I I — I I I I t' rIrtA �l V ``�r xT 2-8 -8 3-1 1118 I I I 1118 I I I `l 1 �Q y� / II I I i �W I ! , •R'� O� a ,' w _ _ v �� t 40'Q O • x :i.--2x1 T 4-06 Gd.A706 e12 I x ! ! 4 le Gd .AT06 112• ..... �� r • 1 J BAR 4 [RED 14 H N 11 14 09 e12 I ,;, v. I 1 "1 14-09 112 0 CT = I o I I 1 = 1 • . I j i i `! /)M j I I ' ` /� BAR SIZE AID SPACING I i g '` j I I I v` VERIFY ON PLAN. I I I I I I I I v W` - U ` p • • TOF ~— EMBED 3 n2 � / 16x7 5-00 Mr 4-4' e' �Z ` �� ��� V BRACE EM6ED 1 -3 D 10 3 BRACED 3 ® ` ` BRACED FRAME GRID 2.7 a BRACED FRAME GRID 2.7 ® . iN' DIMENSIONS REINFORCEMENT 7) y \ g D / S ' _ , vV\\ k l y IN, SHEAR rue (� y � ' V N . ' O - `Y1 as1 : ` 3 1' I:i I j I I I I I 1118 I I „ • I w I I I I I 1 I I I I I x 2 x4 22 -06 I L — 2x11Ari 4-06 Gd.A706 e12• s / 17x4 22 06 e12• 2 #4 @12” '- 2x2x/ 4A4 CR z I A I .1 $617-09112' T = • = c I I ® `. 1#4 4A5 @12" 4- -24 4A5 @@12" 4 j I '0 i j # _ 2'-8 1/2 ' 2'4 I/2 ' J f — I I v _ + ( J G 71 ` J 5 9 1 DETAIL e L 'l I I* I 1117 �/l 1 VI k ` � m DETA � V L ® J 12'-6• N . . X12-0 12• . - ,9ET 5 -0010 -312. F • 16x4 4A5 @12" ® 2#16-O2 11 Runs e12 Lap 1- 16#4 4A5 @12 6 runs Consisting of: H3 ' »A ,c n9 , BRACED FRAME GRID 5 BRACED FRAME GRID 5 1"4 4A1 ■ 2 JF RMS TO DESIGN CONCEPT 1x117 -01 DIMENSIONS REINFORCEMENT 3.2 #ru, 2 consisting °t: •' ' z °, _ RMS TO DESIGN CONCEPT WITH HOWARD S. WRIGHT CCNS i RUCTOKS 1x4 20-00 1 1 y AS SHOWN S t�` • ,r l i p . , - 0 I Spec s ., �.1(�''7,0� � , 2 10-00 e,2 11,11 z 21 1�dAd' C PNFORMING REVISE & RESUBMIT Dote Recd " 1 . qip t 11�r - , HAS BEEN REVIEWED FOR GENERAL CON - From AO. j�rifj' Rot_ -,. a „ay ® � m F PI' S • tt ns SIGN CONCEPT ONLY AND DOES NOT Rf- UEVE Ti a ', 4 ^t s il IOENDER OF RESPONSIBILITY FOR CON - To J AN 2 9 2Q,� B FORMAL E TH DESIGN DR4, ^J;NGS A N:1' SPECIFICATIONS ALL Arch. ® OF WHICH HAVE PRIORITY OVER THIS SI-iCP DRAWING. G. 0 wsered s 1,.x r�r �C :•• ' :,s Noted j E ` ..t' g ' L • =V—E. date Oi /03 //0 `A n xr ' ie Gx - ,n cx 3 oo: , 7!. s ">..: :71 _- x .. 5. <. -,°' NO EXCEPTION TAKEN ■ AKE CC CCT,O� S NOTED Off � ti r a n� B �o e c Irtsid li Wass , :: -yrc' ;x :'. a r•x t Ov C Doc-a- : - :.: -r: :r ,-.t REJECTED Q ' EVISE i SO RELCI � D - 12' HOWARD S WRIGHT CONS'. :■C ` CONSULTING ENGINEERS LICE\CE x I647I i Checking is only for co .•rmance with the design concept of the project. ; chitcts responsibility .: ,. ,.. _, BAR BND CD A B C D BENDING DIMENSIONS E H J K 0 for approved drawings is lime. . p . SIZE EP MARK V forth in the Contract. Contractor is responsible for dimensions to be confirmed and correlated at 4 4A1 17 0 -06 19 -071 the job site; for information that pertains to the • fabrication processes or to construction DCD STOOL 101K0760-0000 1/20 6 4 4A2 17 0 -06 15 -08 techniques and for coordination of the work of all 0 FOR APPROVAL 101101K0760-0000 1P o -oo )0m Der. RRxe DATE corm trades. .e00)100.00I0 WAX) PROJECT 4 4A3 2 0 -06 16 -02 AY TVR&R Date .1/ Si (U fT 4 444 2 2-03 2-03 f m furN WALLS AT BRACED FRAMES E 4... ••e..• PECK SF.4ILE y . .:. TS O 1 4 4A5 2 1 -00 1 -07 4412 SW Cc . , ., Portland, Oregon 97239 (503) 24$ -5170 Contrast •.v... CONTRACTOR SCHIMER STEEL 8S1002 I l (") 51-7 <76' Gooe ((\';