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6640 SW REDWOOD LANE-7 .. ...w..._ .,.- •,..«. . ,..ww.. .. "�"!.�,' Ak,. , ,., _ S'r7"' 'Esq.• '"' .s7F':.^^"Y .ar. �. ..:.,r�it, - t a- J ---� 0 Ln -7 o ti l (n a°°° M V1 0 0 Q0 CL in - * MX 0 ILL- V i O I b V) t- b pp a) �r r F ' LaJ �' q 0 cv Z ® 3Uo In�? Q Vant,. 0 ry t0 5 t i •^:-.:.'•�•1 _ w�.+r...�r..i.=�i'YCf. ...__... ,.. _. ...:...-.: ::. : --: -..:�-....__'_ � +:e'er-�.z.:.y':.__2.....__.a•L"'t __ __- - _ or `«_:.- - - 14 '01111 @I'! au 110 Iki M 77 f, r t -- --.,c= , cs ..::, -, .,, ax• sa -�: i s+ i. i i i I o I to I to In III , t as an ® U 011 as 1-.- LQ M 3111 1 .. I � to In, .�_ In UI .-__._01 as au na m1 w t, t ._._ _ t al 11D M , In W W U 5 W I iJ Vancouver SYMBOL LEGEND `TEAM MEMBERS DRAWIN .�� INDEX DF�AW'�IC CRCTEI?'IA LA­ Uj O SECTIONALL I-----� PROVIDENCE 1®ENCS I�EA�� SYSTEMS T1.1 C01lFR SHOET DIGITS SR AS FOLLOWS:IDEN IDENTIFIED 8'( TWO two � � Portland � " i�� BUILDING SECTION KEY MARKS X �� SHEETS► - i CIVIL DRAWINGS �_ _-- A. CATEGORY Y LETTER RE'-EKING TO THE DISCIPLINE OR MAJOR , U W PROVIDENCE MEDICAL CENTER S -� _ p - SECTIUN� CONTACT: Kenneth Zfnsll / Warren Simpson SDI SITE Pf AN T. TITLE SHEET SD. CIVIL - SITE DEVELOPMENT �`� � � �- ze �,,- � L. LANDSCAPE Beaverton ,9 -- SECTION Kf" MARKS X Phone: (503) 230-6184 / (503) 872-2692 A. ARCHI(;.CTURAL NUM SHEEN Fax: (503) 230-6802 S. STRUCTURAL Alpwoukti P. PLUMBING " , M. MECHANICAL d� DETAIL ARCI�ITECT' E. ELECIRICAL n4 _ Tigard - �� --"+� B. SUB-CATEGORY NUMBER REFERING TO TYPE OF DRAWING OR s X _ _ GROUPING. SIT Tualatin Lake Oewegn Clackamas DETAIL RCIERFNCE MARKS NUM SHEET, MACKENZIE�SAITO AND ASSOCIATES 1.2. GENERAL 1j) '(;j, 0690 S.W. Bancroft Street u DRAWINGS 3. EXTERIOk ELEVATIONS/BUILOING SECTIONS j Portland, Oregon 97201 ARCji rTECTURAL D AWINGS 4. WALL SECTIONS S t i � ENNIS R.�W00 KEYNOTE' - -- 5. INTERIOR ELEVATIONS Wflsonvilie / Q/ �tRii-JDI �P.O. BOX 69039 6. REFLECTED CEILING PLANSJPortland, Uregor, 97201-0039 7. STAIR/ELE`�ATOR SECTIONS, PI ANS, AND QFTAILS ORE KEYNOTE RUB' Ir MARK 1 X ► ,A2.1 FIRST FLOOR PLAN S. DETAILS i 4',2.2 SECOND FLOOR M.AN 9. SCHEDULES CITY OF TIGATaD CONTAC is Dennie Woods / Dave Williams A2.3 TN;KD FLOOR PLAN `� Ai,I,rOviK1 . OF ( ) A2.4 ROOF PLAN 1I iCINr� r AAP P Y t c _....................... ( � GOr1(71!17r1a11 A>)rOvr;d........................ .j J' DAIS: . CODE ANALYSIS Phone: 503 224-9.570 ____ Fax: (503) 228-1285 A3.1 WEST Ac EAST ELEVATIONS "described In: 8/23/96 N.T.S. PERMIT NO. ®(o�Q A3,2 SOUTH AE NORTH ELEVATIONS _ � 4!!t '- BASED n co See letterto'A°�ch ( j DRAWN BY: BASED STRUCTURAL STATE OF OREGON 19 O EDITION Cjr�IL ENGINEER A4.1 WALL_ SECTIONS \-- I RDP 1994FOSPECIALTY CODE `Tot,� r GILs�O LQ�, 1994 UNIFORM BUILDING CODE `- A7.1 STAIR A ELEVATOR PIANS At SECTIONS SffE � J MACKENZIE ENGINEERING INC. A7.2 STAIR do ELEVATOR DETAILS CHECKED BY: OCCUPANCY B -" - - -- RW CONTACT: Tim McGuire AS,1 DETAILS TO PORTLAND - ARMAN DR - -_�:'a D CONSTRUCTION TYPE TYPE IN SPRINKLERED - xrT pill `--� 'STA � ,� ( ) A8.2 DETAILS �_� -� �- Ln -- 11\f �S, ra Phone: (503) 224-9560 A8.3 OF TAJLS raw -- --__` I z EDITION REVISION r s_ CLOSING ALLOWABLE FLOOR AREA 8,000 SO. FT. FOR CONSTRUCTION TYPE Fax: (503) 22.8-1285 I �.,,� if " �REGON " ' 1 ■ilir. , `-� DATE.:('� '�`� /� ''�� MIN*. � 1 BUSINESS T AREA INCREASES SEPARATION ON ALL SIDES 32 OOOZ p 6, 00 SQ. FT,) G���' (C�RAL ENGINEER S 1 1 I�C�RT1L �RAWING"ke-3 C ( �� �PAf7K (2 STORY BUILDING (x2) v 0 ��+ ALLOWABLE i31J1[�fNG HEIGHT ? STORY (INCREASE TO 3 STORY W/ 100Z SPRINKLED) Y- - MACKENZIE ENGINEERING INC. ,- ENGINEERING S1.0 GENERAL NOTES OREGON TOTAL ALLOWABLE FLOOR AREA 32,000 SO. FT. S1.1 DE TAILS ` PACIFIC », � ` " *�+ CONTACT: Larry Oeth CORPORATE r,�, BUSINESS PARKING PROVIDED REQUIRED Phone: (503) 224-9560 S2.1 FOUNDATION PI AN CENTER ; PAPK I ,� ::�t -STANDARD 74 71 Li Fax: (503) 228-1285 S2.2 SECOND FLOOR FRAMING PLAN _ o _ -COMPACT 50 50+ (MAX. 4010 + ANY ADDITIONAL) S2.3 THIRD FLOOR FRAMING FLAN 52.4 ROOF FRAMING PLAN .�c -- �--_-__._._- I �,. -HANDICAPPED b 5 I i / ���'� M `f / TOTAL PARKING SPACES 129 126 CjCaIV1`R�,CTpR S3.1 STRUCTURAL. PANEL ELEVATIONS �_-� -- S3.2 STRUCTURAL_ PANEL ELEVATIONS Jl1_ BICYCLE PARKING 10 9 MAOXEN2i/SAI To k ASSW A TrS,P.,. ANDERSEN CONSTRUCTION CO. INC. SBA DETAILS l t� �� ~ T,•Of S8.2 DETAILS (NOT USED) THESE DRAWINGS ARE '0 ATE P CONTACT: Jerry Grogan SH.3 QFTAILS ��� ' " "" , 4 MAcxEtvZK SAnE,a ASSD(YATEl,rc u5 .a A)AND AR V 70 P. USED T nr'u,: Phone: (503) 283-6712 PRKA WRITTEN rt w+atWii(rw. nrt SE DATA Fox: (503) 283-4393 ----'f ----- / OREGON SW ,�,,. Av[N R �' SHEET PACT-RUST BUSINESS � �� PARK III d . _T_ BUSINESS BUILDING HEIGHT 45'-0" D CENTER TIGA i 1 FINISH FLOOR ELEVATION 193'-0" m �� r 11 FIRST FLOOR USABLE AREA 8,306 SO. FT. KEY PLAN SECOND FLOOR USABLE AREA 8,352 SQ. F T. , _"� THIRD FLOOR USABLE AREA 8,30.5 SQ. FT. � N.T.S. TOTAL BUILDING USABLE: AREA 24,963 SQ, FT, OF 1 4' B N0. SITE AREA 76.988+/- SO. FT, (1.77+/-- ACRES) LANDSCAPE AREA 22,512+/- SO. FT. (29%) 295385 H RBASED PERMIT SET 12-16--c 6600 SW Redwond BUP 96-0639 1 of 25 IF THIS NOTICE,APPEARS CLF.AREn THAN THF OUT- 7 1998 DOCUMENT,THF DOCUMF,N1'IS OF MARGINAL QUALITY. MICROFILMED f i l l i I 'I ! I ! I "I I i' 'I I i IIS I IIII!III!I III�,IIII i i�lll�ill(I�I I .til !I�!!,IIII!,!Il.l,l,lljl I ,!I!.II�I�I�I 11�1�1,1�1!III I Ilil,ll�ill!I I ,!illli�llili I I!I!Ili�l�l!!II I I!Ill�l!I�III it 1111 l!I1II D(0, U 71 CLINIC IIICN MAD[IN GRAM nllul 1!1111 m 11!1! 111111110114111111111lln!Innn11111111j,mhlli nn!+II- I�II�IIinllnl,ll!I�Iu111nn nlllnullulllin!lnlhm!nn!,m!Inlhnllllnilnl!n,Illn n,!In,I►ullul Tallon ml!I;tc nnllrl nnlnu mlhn!!m!nnllllllllullnlhulmn!,�IL I+ r I F'. t,fA i'• .•.oplrw._._. _.,..Www._..,._�...w-_..-..-.,...-..._..,-+•-__.........._...--.-..-.._-....--,..-._.._,.......-.--.........-._. .-._..-,._... ... _.. _..._ ...... n - --�- __ pl IA O N -.� 0 a, OD co C4 1 hwb 20 9L C) O �.._ Z •amu_`a �,. LAJ O O � CORNER OF PROPERTY LINE Z 04 n .- 41346.046ivl a N ZLr) a E 4846.9351 _ LA J O QS 01i -- III Q IVC -------- j c� mb N 12 413* M 0) � -40 A8. ' c4804in 448 - alw t o 01 1 1 t I N 443E (11 TUNE 694 ��, U O n a_ 'GRt E 4816.0510 -28.09 I 10 LJ I - C1( 2 c %j _ �. E LEV.=193.00 6 ! -� I _ � 16 a C N �•�8• ! _ _ �. • I 17 1. EXTRUDED CONCRETE CURS. SEE DETAIL 6/SD6. C • T2W . j `r C 2. 4 WHITE PAINT STRIPC (TYP.) 1 Gy- 3. 5'-0' x 5'-0' PLANTERS (EXTRUDED CURB). C- _ f' -.i b `� ; 15 ` 4. DISABLED PARKING STALL SEE DETAILS 3,4,5/M6. on, C 2 C 2�• b 1 5. LIMIT OF WORK BOUNDARY. w l r � b �l 6. ROCK RETAINING WAIL (HEIGHT VARIES-BY OTHERS) i (I� � z 0 16 C �! 27 ,`° 12 12 8' C •/ 18 7. (11) TOTAL BICYC!- PARKING SPACES. SEE DETAIL- 9/SD6. �_ ,f. < R_1 /, 'g\ 1e �- 8. CAST-IN-PLACE CURB, SEE DETAIL 14/SD6. W 13 - R 1 \� 9. MONOLITHIC CURE AND SIDEWALK. SEE DETAIL 7/SD6. � () L.L. '� ~� ?� d 1 7 7 1 13 • I • 10. CONCRETE SIDEWALK. SEE DETAIL 8/�6. a� Z �- 'y.�1Q• 11. SCREENED TRASH/REC`CLF ENCLOSURE, SEE ARCHITECTURAL PLANS. W F - 12 t- ___- m 2B •�p2 26 b I d `�- t_ 12. SIDEWALK CURB RAMP. AX. SLOPE 1:12 WITH TACTILE WARNING \ 1 28 SURF.f f PER ADA STAND kP-OS. d �33' R�S 1Z. 5-0 WIDE STRIPED CRC`iSING. u24 I 85' 9.5' -6 SPO 8.5'51' 62. p• 9' 9' 6' 1128.5; I ��� "' i4. LIGHT POLE TO EIFcRELOC.,TE�315. EXISTING AC TO BE REMOVED Cc 4 22 R=1' 1 25 12 13 1 16. EXISTING CUF�B TO BE. REMOVED �V a 19 i 25.08' 5' 9' 4 • 9'-81' 9' '� 9' 4 8 SP O 9'-72' R-2.5' �- 17. EXISTING EDGE OF AC � 18. PROPOSED SAW CUT LINE 2 11 I I 19. EXISTING C1JRB TO REMAIN i 11, f 2 I i 20. CONCRETE WHEF'L STOP, --EE DETAIL 13/SD6 I ,� , \� 21. CURB RAMP MAX. SLOPE 1:12 WITH TACTILE WARNING SURFACE 18 8 8 I 12 ` / 22. 6'-0' STRIPED CROSSING. 23. TACTILE WARNING SURFACE PER ADA SIDS. 8 8 \ 2O ! 1L 24. MARINE BOAT TACTILE WARNING STRIPS. i T!YP, 8 25. CONCRETE INFILL AT END OF ISLAND. 3 TYP. I { i 1 I �2, / 26. 4" WIDE TH RMO-PLAS'IC STRIPES AT 8' O/C (3' MIN.) Rr5' 12 1 - 27. CONCRE=TE STAIRS SEE DETAIL. 12/SDC, 1 �1 13 28. RETAINING WALL N 5 ' 119 ! O.S' -.._ I 33 SP O 8'264' 1/ i75 (19 -� 0 I I I - - - _ U ._ •., �._ GENERAL NOTES � ! ! C C C I C I C C C C C C C C C C C C C I C C C C C C C C C C C C C C 14 l -- - ------ W t1 eat /�J 1 24 y i 7 �� 1. TYPICAL CURB RADII-3.0' (UNLESS NOTED) _ 19 OF 1 if W. \ M0' -. WE PLAN \ \ EXP. DATE 12/31/96 I DATE:: 8/2T�/96 \ I---- DPAWA BY: CI_K RY: i RAF REVISION 6a. EDITION 0 x 3 CL_OSINC rc ' DATE: 7 1 X vo/sz/ae �, MA(XINM EN(WFFRINL INC, _ 1905, AIF RIW. %2F$RND P1 SE fktAIIINO i ARE 1FIf F�pQP�(JFTY OF N III ANN ENCANF AND ARE Not It)9L USED OR W. 0- w ME�MtWI IN ANYTi[N'MRkM11S4I*of WWOT TM F I d SHEET N Say �I P, OF 6 1 6640 SW Redwood [;UP 960639 of 25 JOR NO. , THE SURVEY INFCIR'MAT10N StIOWN AS A LTACGR()l1ND S(:RFTN 295385 tn (XI MIS SHEET IS SHED ON A SURVEY PREPARED 9Y DAVID EVANANS AND ASSOCIATU, INC. DATED 7/26 98 -_ p_ - - ..� REVISED M-II�R SET 12-16-96 QCT IF'THIS NOTICE APPEARS CLEARER THAN THE 7 199P 11000MENT,THE DOCUMENT IS OF MARGINAL QUALM. MICROFILMED I�I{I�I�IIi�I � ► I!!!I{!�I{I!! I i{I�!{I�I{I!!,� I�I�I{Ijl;!�I ! I!rl�ilili�il !I!;!�Ii!II�I{I I I1IIIIIIIIIII ! IIIIIII�I{lil I I�I�I{I�I�I�I�I I�!lIIIlI{!{! I{I�Il�IIli{I! '�� C IMCII MADE.III CM111A Z) D III{1111 ILII{!!!►Illllh!I!i!n!hnl!Inlhnllunlnll nnln!I unlun nnlnnlnll�nn nnhnllnnlnn In+Inn I!nlmlhnllnlll!�hnl!nnlmlfnnlun!Imilu�Ll�IIhnI nninu nnl!n!mLIILII Lminll�!nhm mlhm unhm nlllr,n unlllnh�I1!IIII�i�►� r < .. 7M 7 R. 1 „ . . ,- �Illr +r•. .._._-,. .. _.:,ry_ ,.,,, ., �e r,,:--.. ..0�'• +.�.rF,,�..., ry,.,::.:.rc,_--_,wa....".,a,.rakw_b.•,w,...!�+.�.... �. � , , . _Md -_ rwr Nr � ,, s�. wwc -��� dk � �� 3 ,�u� d _, -c---^• - i; y 1 2 3 t; 4 S 6 3 ✓MI+ _Y k 127'-3" 7'-10" 12'-1' -- uo I 25'-0" 22'-0" 30'-0" I 22'-0" 25'-0' - N J , - - ------- ------_---_, - _.... ...._----___- C X71 OD w • . ■ ■ r • . • • . • •.. 5-4 4'-S 5-4 5-4 4'-8 5-4 4'-0" z ' -- - ------ -----* - -Y - 13 a < r F.O. STUD a m i -- - .0-0 - � JE TA X02 27 �=_:_==_ F;O. COMIC. PNL. Q o p loa MALAEROOM c • O LA F.O. PANEL I I / I 102 I r 103 - I -- - o � --______ f ._ ___ .h � 22 I I °p N h 18 u C l 'a I 18 � , ! �AS. ( I � 28 I Ili � 1 'd c v- rte.Ln QDt ---T--- ----- -- i I Opp. 0 a C c W v 0 cv 004 I ✓ I -__may- -� 25 I I I I U 0 to c I \ • / � W v I o °�( 1 F 10'-0• �' I -- 1B 11 ' I V I// �J a w c 40 17 1 FU TC OFFICES --- -- 1 ! I Ir_. ( I I 0 /1 21 1 <O a a • •-- �-- - - 104 �_ ' '� 4 b � I U P - hIN 1 - --- -- CCNK ER - ---- - B 101 ,�, E F.5lz� / ' 106 ao Ab.1 �r Q23 I • r ` 06 -71 / \ ~ F -- F.O.in I F.0. STUD I - UP I 1 j _,Q,_�111Q_ . ���;�, ` i• 00 0 TUD - --- - -- ------ - -- I 7 `..'^"/ 1 --- -- -- j m 1 3 1 .. 18 / N I Inc J I /- - ,- - -- -- LL \ I �„"� 1 I s _ u 100-- - ` J F.O. CONC. PNL I! F� - I - F.O. STUD �_.._ - - ��` 8 < 0 LL yy \ f I _� i IT - tW MA f.EFt i 16 -2��- .3 25 i �` -----9*-2w-- 4w 9 w V I - - - A7.1 1 o CLR. c - - I - -- - - - -- - - �--- - t / 15 I -- \ / 20 I 25 - - - p I I I UU I ro ( STAIR .r I I - I Aad.1 TYP. I 101 101 + - -- SLEVoATOR - I 4 i t f1 V I - -t 100 LOBBYIL 00 1 I I o iv I ----I -_ -_ * --- - SIM. 18 - I 1 _.-T--�-- --- I I ASA 1A I ; p - --- - ------ - - -- - - --- -- -- - -- - , - \ _r - - - p I 10 I: F.O. PANEI WTYP. H \ L_---b.l � � -'ft8 9 TYP. SIM. -- i 6'-4" 4'-8' 4'-5' 2'-9- m '-9" I �' orf o I A2.1 I ENTRY o F' 0. PANEL 1 I I 17 A8.1 14) 2 �l A4.1 F (A 1 < - 6 c«v�•n- - Asc r- � I (I A �. � C� i I V WI >� ��I� N��ap�� gIIfIgIP�g� Z I �7Gvur.,_ �vt"uu I IOlffm i I I 1 2 3 4 II2Qa c•� o = W W W( u w W w w W u w u W u uI 411, , � l FIRST FLOORN OI € 8 X X X X X M X X R X X X Y X X I X g a tiyti v�� tily� aIy'tily4�til �� r z g9R��b �4�rict'g4 4o44g�l4,hg, -0' r -- -- -_. ; HT 1>11T,> �i N ` r-��r�'�r r �.7 r�v r r � 7j•7 r I�Ir �I 1 KEYNOTES PLAN LEGEND _ _ _ NN N WA W MT T u'iz! ro � zz 1. POWER ASSIST DOOR OPENER ON 8"0 BOLLARD E Cr-r COC LL / 6 L. STUD FURRING z z z z 2. OIL WATER SEPARATOR VAULT BELOW FLOOR UTILITY VAULT CO. - VAULT NUMBER 25--SA OR SIMILAR �� .. 4' MTL. STUD WALL W/ 3 1/2` SOUND BATT INSULATION I IIII I rl 3. FUT' E DUMBWAITER BY TENANT I 4. MAILBOXES 5. DIRECTORY 6. FLOOR SINK ��,� CONC. WALL W/ 2- MTL. FURRING & GYP. BD. EA. SIDE 7. FU?E F_XTINGUISHER CABINETS DET. I/A8.1 8. 8 M TAL STUQ�W,ALL W/ 3 112 SOUND BATT INSULATION dt 5�8 TYPE X GYP. BBD. m COLUMN FURRED W/ MTL. STUDS do G'i'P. BD. A i xj I L 9. SKYLIGHT ABOVE 10. TILE ENTRY W/ SET.-IN WALK-OFF MAT �} 11. CARPET O DOOP NUM9ERS 0- 13. 12. SOFFIT LINE ABOVE • 1 M /i \ m CURTAIN WAU_ ABOVEcn 14. ENTRY CANOPY ABOVE I I a 15. QNISHES THIS AREA BY T.I. l I I 16. 6 MTI STUD WAIL W/ 3 1/2" SOUND BATT INSUL_/TION I k 5/8 TYPE 'Y' GYP. BD. 17. 4" MTL. STUD WALL w I i I I wwwrnmuw wwor Olw� u.--uo�•-www c '1. 6 MTL. STUD JALL 19. SUMP PIT 2'-0 x 0"x2'-0" W/ PUMP TO OIL/WATER SE�ERATOR 0 n I i 20. LADDERS SEE 10IA7.2 , N ✓ N o _ •�•g_g 8_ x 21. BEAM AT FLOOR LINEfe 22. ELEV. EQUIP. PER MFR. _ - , z 1170 wZIz'�°i z ' 23. ELEVATOR PIT AUS; 24. FIOURESCENT RECESSED CAN SPOTLIGHTS I (LAYOUT TO BE BY ELEC. SUB.) REFLECTED CEILING LEGEND 25. BIRCH PANELING W/ DARK"CHLRRY STAiN -- --- -- 26. MELAMINE SHELVES (7) 10 x 4'-0* ON ADJUSTABLE SHELVING AL�C1N j r STAN ARDS 0 27. 2'-0'px 3'-0" 1 HR RATED ACCESS PANEL- 24 O 2x2 ACOUSTICAL TILE CEILING AdJGH► + C7 x I N GYPSUM BOARD CEILING - _ --- I jk�` j i a EXPOSED 10 STRUCTURE i I I I i I I I g r W I X I I 000�iliral col Ialolo'i' �Io�pmQloo''o) �_. I III z FIRST' FLOOR REFLECTED CEILING PLAN 295385 � REVISED PERMIT SET 12-16--96 � 6640 SW Redwood SUP 96-0639 3025 t IF THIS NOTICE APPEARS CLEARER THAN THE OGT' 7 1998 Lr_ r o0cUMENT,THE WK11MENT IS OF MAk(:INAI,QUAIATI. MICROFILM I'A) WA Il�llllllijlll III;�illillll I ijllllllijlji I'Ijljljl�lj!ji;�l;j;jljillllll Illjijijllijljl � Illlililljljl � Ijljilllljljl ! Ijllljlllji;l I Ijljlj!�Ijilljl I ij�jllljl�ljl I�Ijl�Ill�ljll. Illinilll!I'Inllllnlll!ulullhnl;unllnllnnlnll�nnhm.ln=Intl unhln nnlnn Inl!Imhminn nlllnn nllhnlllnllnn nnlnntunhlnlnnlunllmllulnnllnU unlnll mdllll nnhln unhnl llnhnlh'ull:;l nnhul nulmm�nlnmul;IIII�Il11 r , I i r ' ....:,.,.. ._ _ . .. ._-.:. . .,._._ :. u.. .. : .. .. .. ,. .. -.. _.. ,.,.,.,a...A ., .x.. .• 7. ...c.., __ . . .. _ �.r,.. ... ....Srs �. 'R..:.eR. .�a1 da. �. .a .�; r ,.rt�n^: r. .. ra. ,F,'.�.. .. MAM-v^.., �.�!,f+r . .. r r .. .. _.« -...a.ar N° ✓ _EI'-a, ...._ -� _ 4r:,:,.. M � ��' ,, .,r:'"i(w Na �YSd'�;" ..'�''��''�� .w', i.S '�.,�.� s�:,,-rr�r.�. p .. ... �"' -. .'u.. !R i 2 3 4 S 6 • 10•-1" 7'-10• 12-1• 127'- s' - - _ ,� --- ---- _ - - - -- --- Vl JL_ LAJ W) 00 0 N 25 U" 22'-0" 30'-0" 22'-0" 25'-0" 1 1'-0"- _Q 0 1 OD x 04 Q S'-0• 4'-19" 5'-4• 4'-�!` S'-4• 50--4• 4-8• S'-4• 4'-0` 13 Q / \ I . F.O. STUD M n - - _ - -.- ' -. -- -- -- -- 27 -- A IOJ ,� MACH. ROOM 4j c M a 1 . F.0. PANELIn 11 - ar B r 22 1D i' N h 1 a I. I -- a 26 C I to t I I �� I � •-r � w c - - - - ►.z I cn p --- ----- Ae.1 � F -I- I _ c OPP. L .---' 1 a c -1 au ,- L&j O a cV o � -- - - - ♦} - Z lino ,r . cl La -�r • C .. IOC --- 25 1 I / I Y Y vl 001 10,- io 17 - I' 1 CLINIC I , --- --- I 4. I ; rI " II ► O.R•\ 1 f a c.)a. a. FUT. ICES � 104 { a ± IU P I I in irk TAIR - I I t I K 1 \ 20 �' 1 ___ ( I n 106 o I 5 ' I - ___ i I I I I Ale.t I i I -- I I --- c, iV T YP. a l 1n 06 .01 I • F.O. F.O. STUD • TSS., t- - - - 7 t STUD �-----•-----_.-__.-------� 1 3 I m I �I I \ I �. 105 I 1 - .3 3 I ! •/ L- 18 7 ( I I a 100 F.O. CON-C. PNL. _E.Q. STUD. J - ! ` F.O. STUD � I - iey I __ '41q, MA i.EFt \ -��=p" - 2y I 9'-2. 4" U �r 1 I --- -- - 102 103 I t6 W-d• 1 I r I I --- --- ----- - - A)'.1 -- - I 1 1 i i I m I � -- C - -- - I r-=- , I - - - - ---- -- - c, I --- I � o I / i � i I I I I \ / I � I N - - 2S - �. rol T I I I _ I T YP. ;r, I 101 - _ QEVATOR I _ I 7� ! I Y I I . �'i I L - - - - - -- -J --i I 100 I 1 t5 U N I I 1 1 a I `-__ � I --a - - SIM. .1 T I I r --- I I - - 10 - --- - -rr ' ► � 1 , I F.O. PANEL Al E 1 Y "20 18' 'T , �- - - - 1 Q Ae. YP. 1 TYP. _ ./IM. , C, A4,1 2`-9• 4'75' 4' -8" W-4• -4•-8r 4 �-- 2'-�' N (��«- - I Aa., 1 ENTRY O t F.O. PANEL --. / -- - -- AZ,� 1/4 "1'_0• - � 17 A!!.1 14 2 LA_ A4.1 I V) 32'-0" is LL. 1 1 2 3 4 5 6 ,�► FIRST FLOOR PLAN �F 1, ! NI1 R pop k� �(Sy ?301 t OB ' POeT1.1Np, pREGON KEYNOTES PLAN LEGEND I I I I I I , ; OF HATE: 1. PVEWR ASSIST DOOR OPENER ON 8"I 9OLLARD CONC. WALL W/ 6" MTI_. STUD FURRING 8/23/96 2. OIL WATER SE^ARATOR VAULT BELOW FLOOR I 1 DRAWN BY: UTILITY VAULT CO. -- VAULT NUMBER 25-SA OR SIMI'_AR �� 4" MTL. STUD WALL W/ 3 t/2" SOUND BA FT INSULATION I -- ► RDF' 3. FUTURE DUMBWAITER BY TENANT 4. MAILBOXES 5. DIRECTORY 6. FLOOR SINK `! ■ ..�� CONC. WALL W/ 2" MTL. FUFF'ING k C YP. Bq. EA. SIDE ' I DRWCHECKt�O BY: 7. E EXTINGUISHF_R CADIINET S" DET. 1 A8.1 8 8 7�,,IAL STUPX'WALL W/ 3 112F' SOUND BATT INSULATION COLUMN FURRED W/ MTL. STUDS Sc G'fP. BD. REVISION ECITION 9. SKGHT ABOVE CLOSING 10. TILE ENTRY W,/ SET-IN WALK-OFF MAT 11. CARPET Q DOOR NUMBERS C -- x - ® C . ��✓" - -- - - ---- - -- -- _ L_ �' DATE: 12. SOFFIT LINE ABOVE i 13. CURTAIN WALL ABOVE o t ! 14. ENTRY CANOPY ABOVE I 15. F(NISHES TH;S AREA BY T.I. 16. 6 MTI STUD WALL W/ 3 1/2` SOUND GATT INSULATION k 3/8 TYPE 'X' GYP. BD. 17. 4" MTL. STUD WALL 18, 6" MTL. STUD WALL " " 0 19. SUMP PIT 2'-0 x' -0 x2•-0 W/ PUMP TO OIL/WATER SF_PERATOR 20. LADDERS SEE IO}A7.2 21. BEAM AT FLOOR LINE f ?3. ELEVATOR EQUIP. PIT PER MFR. �'1 ('� CEILING nC AL1I+I i'4. FLOURET TO RECESSED CAN SPOTLIGHTS REFLECTED CEILING LEGEND (LAYOUT TO BE BY ELEC. SUB. 25. BIRCH PANELING W/ DART' CHI?RRY STAN - - ----- - -`M--- 'j 26. MELAMINE SHELV-S (7) 10" x 4'-0" ON iDJUSTABLE SHELVING �'' I A + MACWFNm/suro a As.xu,Ta.vc STANDARDS ' 199+, Alt RI(t11T5 RF:�EaVE'P 24 ------ 27. 2'-0" x 3'-0" 1 HR RATED ACCESS PANEL 2�2 ACOUSTICAL TILE CEILING THfsC DMAWINCS AN. TW FRMERfv t)< --- -- - - -- - _, - - -- `.. - -_ - ryh DUa rAwNER Excer+r wnr+nn -.-_....__�. ..._ -- L' PRW NRITTICM PER1jjh M OF Y S A IEET Y. S4 GYrSUM BOARD CEILING ! 1t A2 , 1 EXPOSED TO STRUCTURE ! I X I x OF 2 1=1R�T FLC)OR REFLECTED DEI N JOB NO. LING PLA 2.9585 REVISED PERMIT SET 12-16-96 6640 SW Redwood B11P 96.0679 Iof25 IF THIS NOTICE APPEARS CLEARER THhN THE OUr 7 199P DOCUMENT,THE DOCUMENT IS OF MARGIN 4L QUALITY. MICROFILMED (111lI�1111111 Il11111�11111 i 111.1111'11111 VW11H111111 111111ii!1!f t ! I-11,//11111 1111li1111!111 1111)i1lj1l111 1111111111!11 ! 11{l111�1111111 Ih111111111111'l1111111111111 iI AWIM anw► --w- !nIIIIllnnll'IIIIIIIIItltltl,►hlttNullttt�'�nllnni llttl�In nnhnt ntlhill!nnllllt nuhnitnnlnu.nl+Inn 1111!/!Nlilllllllllllllllllllllli111111111!lIIIIHII!lIII!iIII1111H nnhlii�tt!m n►tbltt uuluct tntltltt nnlltlt!ntlnn nnhtnhntlnlllntlllnl111I n p FW 616M.R + .i, .: yr .:- ... ,n: _,. ...vy# pp . , •. r 1 .. -i ..k ..�:. N4 .Ji: A4, � .,,y, +, kW-T �w� •'!� x _ 1 ' 4 s 0) 1, 2 3 4 5 6 U cxx � V'1 C]rA W1 127'-3" 1 ` O p r I I Q y L 22'-0" 30'-0 22'-0" 25'-0" � • " m X ' 5'-0` 4'- ' 5'-4' 4'-8• 5'-4' 5'-4• 4'-8` 5'-4• 4'-0 4'-0• 5'-40 4'-8• 5'-4• 5'-4• 4'-8• 5'-40 .4- 5'-0` '' r i ^_ 8 _. �"" atn�p 1 i 32'-W12 I 12 i 04, I (/) c Lu- CL _ - -- -~--- _ ---- Q u c *o Lm Qbcj A I i w 3 0 C 1 `� ___ A81 A8.1 2'-9• 4'-5' - 5'-0 -- - - 3'-0• 5 p.-. -4,-9'--- 2'-9' Y a ° c I 1 aoa- a I tooOPP. Q O rn t Q 1 O � CURTAIN WALL (OPP. HAND O GRID A) I I 2'73• ----- , 40-96 - __ _ I y I 1it 1 - 1 • ` - 1 - - -� �� --rt` T 2'-3' 5'-g" _ I V - 202 _ 203 .,8 I i D. STUD, F.G. STUD uN N I I Cs I V - �'=1 i' S'- cr HALL 20 4 I c� I I I 20 19 3 i v I LEA SPACE , �o� I I � 205 a U) ;r c207 -- --- -- In u�� � 1 iI 27 ) A STUD F.O. STUD F.O. STUD � 1. I ZOd JAN1T - --I 4 �A \ ( / 12 1 25 a i 5 17 14 I I r is I ►� \ / A8.1 8 208 "+=7 I ( I � / 10'-011 1 I 4 I do 26 x F.O. STUD 13 Lmy <C> 20011 8' 1• o I - 1 I ( I TYP. 5'-4• A` 5 4• 5'-4" ON --- i' :� ---eo N I I ( I � / • s N LEASE a ACE 4, � c �a i ` I ( tot 20t1 1 __ 1 EL EVWOR I 206 ' 2 _TOILET ROOMS F.O. STUD -"- A2.2 / I 1 10 40 F.O. CONC, PNL. -- --- ---- s �o'-t'• o'-a• a-- • Z ip A7.1CL . ,.._ _._ I ___ _ _� -_. / -- -_ - - - - - 14 14 2D TYP. 1 A8.1 TYP, 1• '-� - 1] / A8.1 _ YJ i A4.1 I ;- ---- ------ SIM. 1 f I i .r 10'-7" 1 i r T • 28 17 1_. �, I A2.1 / 3-0 1 -0 3-8 23 co V I I I i �/ t5 tgIt 3 t5 f - - �` to 17 1 �I ® o,l 27 1 .1 2 6 24 C,4! A4.1Ic i . I I _ 2 <3> 5 E TOILET ROOM ELEVATIONS 2301 .� ptNNI II. Wm y a nk9TI-44D OREGON, t�, 5 ® SECOND FLOOR PLAN DATE: 8/23 /96- DRAWN 96 I I � � DRAWN BY: iI , RDP 1 " 2.5 GA. METAL STUDS <3> AT 24" O.G. WITH 5/8" GYP. CHECKED BY: I .Il I I 1 ,� o BD. EACH SIDE DRW - REVISION I 11 ' II I I mT.rr _- 2-TUBE FLUORESCENT LIGHT a iEDITION (SWITCHED BY SENSOR) , CI-051140 KEYNOTES PLAN L =LEND - " i 4" --1/2" 50UARF (SARA-CUBE CIAT£ LENS 1, FIRE EXTINGUISHER CABINET SEE DET. 1/A8.1 CONC. WALL W F" MTI-. iTl!D FURRING " 2'-0" 2. DUMBWAITER BY T.I. -� / S - - - #1�RROR 3. 4. FLOOR SINK °��� '�� 4" MTL. STUD WALL W/ 3 1/2" SOUND BATT INSULATION 5. SKYLIGHT BELOW - T Q` 6. FRONT ENTRY ROOF BELOW - � 7. CONDUITS � ' I �� � " 4•` BACKSPLASH S. SOFFIT LINE ABOVE CONC. WALT_ W/ 2" MTL. FURRING k GYP. BD. EA. SIDE i R� 9. M[CHANICAI- SHAFT 10. 8 MTI. STUD WALL W/ 3 1/2" SOUND BATT INSULATION F 4 " do 5/8' TYPE 'X' GYP. D, m COLUMN FURRED W/ MTL. STUDS & GYP. BD, -SI0k ,V PLASTIC LAMIN,,Tr 11. 6` MTL. STUD WALL VJ3 1/2" SOUND BATT INSULATION I COUNTS? 12. 314- HARDWOOD SILL DOOR NUMBERS C - - --� / Q � ," -'- --� - - _-'"` - __._ � �:- / 3/4` PART1Ci.E f10ARD BASE 13. BEAM A FLOOR LINE ' 1 - f AT TOP h EDGE 14, LIGHTGRAB SOFFIT ABOVE SEE UFT. 4/A2.7_ I / --2 x 4 AROUND PERIMETF"R AT - 1995, Au MWS REsMTD 15. GRAB BARS I I r1ApcENnE,sAlm�AssonATEc,�c 16 TOILET TISSUE- DISPENSER ! - 17. TOWEL DISPENSER / TRASH I = I I e __ FLAT BAR SUPPORT I - IN#F 41 DRAMANyS ARF T11E PRDT ERiy Ot uM�(CNZIE SARD h Ati9pTUTF s pt (M S 18, SOAP DISPENSER - A)AND AR�HOT TO Bf USED 6R REPRO 19. WAINSCOT TO 4'--0" A.F.F. ON 2 ADJACENT WALLS REFLECTED CEILING LEGEND I `O 2 I 1 2" --1/4" x 2` FLAT BAR O MIDPOINT NZOR N My WMITT1..4 PrR"wc'snM or m A"�' 20. FLOOR DRAIN 21. DRINKING FOUNTAIN - - - - W/ (3) 1/4"' x 1 1/2" LAG SCREWS - - _f ! o l i TO 2 x 4 AND (2) 1/2"' MACHINE SHEET 22. 4 RUBBER HASEE I a - Ml BOLTS THRU STUD 23. MIRROR FULL. LENGTH OF COUNTER --- `� i i 24. ROOF SUMP. SIM. TO DET. 1/S8 2 2x2 ACOUSTICAL TILE CEILING I I I I 2.5. MELAMINE SHELVES (7) 10" � 5i-0" ON ADJUSTABLE SHELVING �, STANDARDS S� -iN3ULATE HRT AND WASTE 26. 3'•-0" x 4'-r` HIGH PLAY. WAINSCOT A2 , 2 27. 10" x 3'-0" S14ELF O 34 A.F.F. PIPING p J 28. COAT HOOK GYPSUM BOARD CEILING 2ND AND 3RD FLOORS REFLECTED CEILING PLAN a TOILET ROOM SOFFIT � OF !08 NO. EXPOSED TO STRUCTURE 95, 85 REVISED PERMIT SET 12�-16-% 6640 SW Redwood BUP 96-069 5 of 25 { A IF THIS NOTICE APPEARS(LFARF,R TITAN THE OUT, i 199P DOCUMENT,THE WCUMENT IS OF MARGINAL QUALITY. MICROFILMED i�lll�I I�ill�ljl�l�l i I�I�I�III�I�I I I�iilllll�I���� I�IIIII;IIII1�j1111�1�1�1�► I I�I�i;lj ll�Ifl I!I!illllll�I I i�i�l�ljl�ijl I I!I!IlI�I�IlIlI 111�I�Iji�l�l�l I�I�I�illjl�ll. MCI! Mm M CNR04 LT _ -•--� Illlullltlnlllll u1111lllhulll!IIIIUIInnIInllni!nIIImI nnhnlinnllnlln,Illn;hllllnnhlulun I„Ilan nnhnlhlnlnnlnnLnll,lnlnnlulllmm�nl+ml,+nlnn nnlnll IIuhI;I nubnl nnhnl Imhm mlLm!ndnninuhnllnlllnnhnlln111,,, . „ . ,...:x._.-.:i..y,urn..w-i...wz......r.:va.iuti:Ye,.,. hL1,Lx.:c... .a...............Au..........i:...ruu .....u_:...i.ud,._.....d...uuu:......_.-u-.uw.:...._..-_...-.._. I k .. .. . , .,, ..,,, , :'sN., .,_, Srr+.:. � , ..5 4 ::r!.,;,' _. f � •,... a "Ys'.r 1 '.}t a... 'rr r Y 1 f ,.P• � c.Y ? .,• �` `tlA t y fA ! °�:'L y�i .Y. 7i A r t n� t- , �. '.,f � ♦'�'r Ift 4�Q^"i i wt Is r a KEYNOTES W °C Q01 � 1. —FIRE EXTINGUIShER CABINET SEE DET. 1/A8.1 c w 1 z 4 5 ,> 6 2. 0 cb x C42 3. FLOOD? SINK 0 a m M 1 r' HANICAL SliAF7 __T... 5. SqFFIT LINE ABOVE < ... t I17'_3„ 6. 8 MTL. STUD WALL W/ 3 1/2" SOUND BATT INSULATION O d -- --_.__.. - do 5/8" TYPE 'X' GYM. B0. . --i—----- 7. MELAMINE SHELVES (%) 90" x 5'-0" ON ADJUSTABLE SHELVING �a� '-0" 25'-0" 8 3 O STANDARDS x4'--0*' HIGH PLAM. WAINSCOT + • 0 it 30'-0" c M Q a 1 22 -0 /,2-8 4'-0" 5--4" 4'-8" W-4` 5'-4` 4'-8` W-4` 4'-8" 5'-0' ~ c N O o . 51-00 4-8 5-4 4-8 5_-4 5-4 4-8 5'-4 4-0 i- -- --_ - — '� C `► cn rN�! \ a, [ C lsa� W 0 a cV 0 m IAM �1 O i f 1 I N - iAJ 4? t 16 U Lo — c 1 1►a.t Q a on t 0 i Aa. 0 P. 1 I iE aon_ a I I _I I LO in I g ME _ ENI I 302 303 Atl.1 M! I A - ! I a i i I ! �� }. YP.o� ( i XZ I 30 - - y303 l I I -- r srun N F.0. sruD I a N t TAt r.-If T' Q - LEA- SPACE I .-—_��� .' 304 I ( 3os 305 I d 307 F.O. STUD �� yJ0 F.O. STUD F,O. STUD , ` I 308 ANI 9 4 \ I / 308 40 x o a 4 in, b I II I SOW ^ , 20 AS.I T YP. cc it STAIR DN (FA ACE '► .301 I� 1 1 El.E1/X{UR 'r II 306 I - - - --- ao i.0. STW , 6 F.O. C. 'PNL ' .1 310 4 � Z A7.1 CLR. I I 4 00 a o 1.0 OD cy 1 19 �� TYP. VT 9T SIM. I tt] A2.1 LA- i i QA4 I I I I { r i 1 2 3 4 S 6 G�� � AIr� ,l f~` 2301k (TENNIS R. WOODS , r TIAND, DRf GDN DATE: 8/23/96 DRAWN BY: Ri)R THIRD FLOOR PLAN CHECKED BY: 1/80.1'-0" -- -- DRW SEE 5/A2.2 FOR REFLECTED CEILING PLAN FtEVI�'::1N b � ,�� EDITION CLOSING (F 4 DATE: t I , LEGEND •n CONC. WALL W/ 6 MTI__ STJD FIJRRI C 4" MTL STUD WALL '�N/ 3 1/2" SOUND BATT INSULATION CONC. WALT_ W/ 2" MTL FURRING k GYP. BD. EA. SIDE ® COLUMN FURRED W/ MTI.. STUDS Ac GYF. BD. MA N, ,LIE/S dTO i StPWD tE5,P.0 S"T 1995. All gIIiMTS RE$EPVEp DOOR NUMBERS THESE DRAMNOT ARE TNe D(wRtE A, MA."fcENZIE/SAIT�k A35(1CA!9 Pc jMs A))AN(f AR! NOT 'f0 BE USED OR RfnR', plX[fl IN ANY%POW ErrZPT MTH nrt PRIOR WRITTEN PFRMISk}bN Df M 4 A SHEET 8 1< A2 . 3 OF JOB NO. <� i 295385 6640 SW Redwood REVISED PERMIT SET 12-16-96 , � SUP 98-0639 - --- 6of25 - IF THIS NOTICE APPEARS CIrFARER THAN THE OUT 7 199P DOCUMEN1,THE DOCUMENTISOFMARGINAL QUAI,ITV. MICROFILMED III! 111;!111111j! � l�I�l�l�l;l�! !•!�!�!�ll;�l�l�! l�t�l�l�l�l�I ! I�I�r�l�lp�! ! !�l�i;lll�i�l ! !{l�i�!`I�l�I ! l�I�t�l�l�l,I ! I�I�I�I�I�I�i�! 1 I�l�I�I�I�i�i�l�t�i�!)!�l�i�! � IMM TEAR M w� _ ' Ilt�uultlltltilt tnthnlllnthlttllnllun4tllinllll�lllul nulnn Inl�!Inlnlllin�InIInIIIII�nl�ill nnllln,Iminllmnlllu IIIIIIIIItllnlnl�mnlnnt,lnlllntl�iml mthu�,�lbtn mthtn nnbitt ttuhru mlhnt tltlltnt tmIm111u111u1111���lllil�� rr t - �� ., ,.. ........ ... ..... -..�. ., . ,.,i4 .:.,r.Y.dM uVFkii, .. °°. _t 36.': .. . 'dt1k,.. .c.1°°.if. .:..,.n 9=k,..1'�I/m .� .:.� _, .. ':,Yi4., ..iti..xd1'..xf i. Iw. .d�...A `:� -. -_ L,....L,tTS±N.... ,,�a..:4.. .,4iC�....i.._,. .!n ,�." O•��,LS�'.>.s. .0.a...J idr,. ,.it_. s � . . � �Ir., dam. aa, �� 6vu. t,,�tlIga,• c�. � ,wm.�, �t ..�. . �. )�x � + _ ..s �. t �+41sTI'.i� 9- -- .. ��>" � ll' e �_L'x.. ,h.�v�i ._: ,�'!�•.4.� i5._.Ailrta.i„ �m :�� �.�.a} �tst �R `..,w.,"�4u.XrhL�1 u;n����� Lo -__-,-_ .�,__--_ 1 2 3 4 5 KEYNOTES W M � � _ _ 12 7'-3" I- - } __ _ - _ _____ w____ I 1-- cz (v 1. 2'-60 x 8'-0' ROOF HATCH SEF DET. 6/A8.2 (`j po00 2. 49 TON MECHANICAL UNIT 04 i ?5'-2" 22"- 11, 30'-0" 22'-0" ?`-'-2" 3. 6 VIBRATION CGNC. SLAB/DECK UNDER MECH. UNIrS Q emn I SEE DET. 5/A8.2 l/1 4. FLAGPOLE SEE DET. 18/S8.3 AND 9/A8.2 (� j .5. ROOF BELOW Q `p� in 6. WALK PADS �. 7. TYP. PIPE' PENETRATION SEE DET. 4/A8.2 0 • oy ii i I 8. ON 5 +0u Ca __-- O t c ,r, CA C q I t F4 M Z o 0� SLOPE Y. m(n j= r(c. o I_- 0 03- CL. xti 40'-2' 40'-r 339'-4' t 2'-3't 4'-0' '-0" 7'-5' T�ls' 4'"- ' 4'-0't '-3'�t' ,�.` ( ' iii Ll to -r (N —�— 001 f� i C C e --. � Z � Mpf t I ;N 44 io 41 -N x l �, o I X l t 11 El II i t x I Q I 4 X I I W () 7 -JL tI 38''-11' u�14 F-- I:j=—]u 44 -2 112' 39'-8 1 2" , 40°-1 1 '2' 39'-7 1 - -r 39-2 v, op SLOF 15'-0' 15'-0' -- 39'-5' 39'-10' 4 - � J0'-4' ��`0- 38'-6" OD 100, 14 8. �- u- 0 <2. �i i } 1 2 3 4 5 6 � � aNERAL-NDlES: - ALL SPOT ELEVATIONS ARE TO TOP OF ROOFING UNLESS NOTFD OTHFRWISE �k�t - VERIFY MECHANICAL UNIT OPENING SIZES AND LOCATIONS W/ MECHANICAL CONTRACTOR ar NNIS R. WOODS ROOF PLAN � . 'ac>RTt1►t10, ORE NII OF I DATE: 8/23/96 DRAWN BY: RDP CHECKED BY: DRW _ REVISION zd EDITION ? �^ CLOSING p p!x TF' I i ui m U UA(MN?W/SAATO R ASSMAIt S.F r. 1995, ALL WOWS RE4FRVED THESE DRAM"M ARF. THE PROPERty DF ET` MAMMIF/SAITO k ASSOCIATES,PC M S A)MID ARS NOT Tu BE U9ED UR hE�•RO O HYD M AAh ►MNt•�R, ENCEPT WTH THF PRI<Wt 1W.RTEN FY'RUMS' N of M S A W SHEET A2 * 4 4 f(; h OF JON. NO. EY c 295385 co 6640 SW Redwood UT 7 of 25SUP 6-0839 REVISED PERMIT SET 12--16 -96 a, vu ip _. _ .. ..._...... .._......-.»._- _.. _...-.........a..r.......::o,..w..�o.+�ws,r..,.�a..,".wrw..w...,w...r+re....r:...,�-w.+r......,..,...�..,..•..,..u.. .....,,m.w .... .. - c. ....... _.... .. .... � � - .r _. .... ... .. , _. _ • x IF THIS NOTICE APPEARS CI,EARF.R THAN THF, 0(,T 7 199R vu ) IN)CIIMFNT,'fHF.DOCUMFNT IS OF MARGINAL QUAL>n v. MICROFILMED IIIi 1!!�!i!�!�,�! ! !;!�!�I�!ilj! ! !;I!!!!I!!�j!!! !!I!!�!i!!!!I ! r!1!r�!j!!i�i ! !j!jll!�I!i11 I i!!!I!!�!!!�i ► !!!i1!!�!j!;I ! !!!!I!!�I!I�I!i I t!!!!�I!!!!�! !!1�!!i�lji�! �' INC" MAD[I"CHMA 11111tH 1!IlltittllHlhHllHHhns!IHIItiHIlnllnn HHIHn HHItHt itH!IUI nnlnn nlllnnhm!nH nrlHu Huhn�llsnhn111minntmlhullnnLnitlullulsinnlHn uItIH11 mtlttH�HtlHtt uultitt HHlntt unIHH!nllnu HnInHlunlnnlull!nittl�I 1 ti xdf�dll�iiiWlh. I 4 _ ..�,. ..,,..R ''T7 . ., -..:....,.�..,.�,...,-......,,-.......�.........-_�.�.•.-.anrr .. '',r>^• e , � }.�+•as.' - � '!M1','.:. ..,'{". n.... `t f . : . 5- .... �•, �'�'^'' rr "F' :r:•'.?y�ryG -. . "`..'"'�; .. .'., •, - fir,'�aR~-� , t ...�s: •. ,:., - ��-' , ?4d y,"$ :,�,� .. .• "' � ' r • ,.' � m Y: ',. ; '.�.:,'4 t. ,.s' ,�.���'.iN ,. ., ... ...�f _.Kr:„, •.?4 a,:-.. ms,a 3+'-�-�a �}',` t • I. } Ec: ._ ;' � � '., 4 T1s.J • 14 Lo LAJ 00 KEYNOTES _ Q o C14 o f` OLE 2. FUTURE ILLUMiNATED SIGN LOCATION x cl 3. ROOFTOP MECHANICAL UNIT C) i N 4. SPANDREL. GLASS (JY C] M I 5. 8• ALUMINUM ©AND (n ` O 0 6, 90I1ARDS Q G Ic _._..... . ,.. � C M x. '•�0 6 5 G to i C � t ! I LAJ a � 0N N • m �,-. M 98'-0•f ,r o 3 In o Lj I I RADIUS �,_0. I 3 I I M o 3 A. F_ _ tit Qoaa 2 � w os , .74 b { aA L.. _.. _._ _ .— ID 4 _ 10 ' II, I f FINISH' FLOOR I' } i I 1 1 � �� a_ y •..� -irl 3 _ Gr i. .. •tY C, aY ,� is �... l Ain - 1 ' ^ p I : T�,r-+• - _� ..a f I I� , +� i,1 i} C li t •,. �. MJ 1 �� a f YJ rl• FINISH FLOOR I :: -- - - t - �, ®. tin lIDJA ;(R - _._.�._ _ _ Id ED III.._, _� •d• : �+ _. �+ , -_ '-'_ - _- Wiz_-. -- c� ea j; , { I -- s. _.. { : im _ - - -._ - _ _ FINISH FLOOR - _- - - ---— 193'-0 _1 — _ _ _ — _1 __. _ I -- — — -- _ ... EAST ELEVATION F— Q � • Z LJ O � Q LeiI, 1 3 4 5 6 L� Li.l I , RADIUS * 3 4f1-0 3 ~i A.F.F. 'I , - YD - - - ---- ,1 _ -y-�r,e'�^__:_ - -._ -•�_�_�.rc.a-.�-... - f', - -'-•.�'•.-2_. ..y._.;.,nz.�-r..�.=_,._ ,..a�;�s:(ra•c�_.rae��r.•�-•+rx•.sr•�.:.�-�.___t:s - 1 •r - I � DENH R WOOD H - im- - AG- - s; . ... -All' �PORTUrr .,_ .., v _r ,.� _ ��'''`''"�' F GATE:-i. i -- f / x/.76 1 w - f{jt[ ti _ FINISH FLOORRDP DRAWRJ E3Y. - :'BI • _" .. . ',: -.IBI Ly :_ . ._. _ � 1DI _ _ - - — — r CHECKED BY: P F ffFF 7lfy�{ ' 'i _ r j REVISION - DRW EDITION BfII 1 �! " ?� tz CLOSIN • R � - t' _ I , + •�yes..:. :- -. .- _ _ _—_- _ ' �' � �• DATE FINISH FLOOR -- -- tlA all. JUL - 1 . - 1 J_ , - i r•' � � _ 1C�) -Arm a FINISH FLOOR193-0 66 - -- -- ._ .. . J ._ MACENtIE/SAJTO A ASSWAIES,P.0 . {" 1995, All-RIJIIJTS RE"RVED ID THESE DRAWINGS ARE TW PROPERTY OF 0, 7MM.tic[[NZRi 5MT0 A Aps," 1A1ES,1C MS A AND ARt'. N01 TO Rf tJscD oR NF.-RO tf` ' 1 C•IN AMY~ER,WIPT WCIH TlW ("'KION WR I CTEN PF.RIAISSfm(M MS A ftl SHEET `NEST ELEVATION IY+ i W / cn r A. o i a, OF M ..� . T. JOB NO. Ilk !L 295385 6640 SW Redwood �T SUP 96-0639 R SE© PERM• " � 12-16—w rn 8of25 } C IF THIS NUTICF APPEARS CI.FARF,R THAN THE OLr 7 1998 DOCUMF,NT,THF.DOCUMENT 1.5 OF MARCINAI,QUALITY. MICROFILMED i i�i�i�i�i�i�i i i�ii���li�i��li i�i�i�i�i�i�i i i�r�r�iii���i i i�i��lil,;l�i�i i�i�il�;��i�i i i�i�i������;1 i i�ili�!�i�ilili a i�i�il��i�i�i i��l���Il1►-��•� —INf�I MAW RM CNMIA Z_ --'> il!Il+i!nnhnllnulnn 11hul!m+,11115 lnn nnlin+.nnl++u nnl!!I!IIIIlINI 1!!!!l+!!II!1+11+!!II!!llill NIIlII1111!!itIlllillll!!IHIIiIIlflllllll+lllll+nl+l+nl!t;alnu m!In!!ln!� !II—!! inlet!+!nh�!i.+tnhttt unllm!n+Itlnm;!I!n!hnll:mmnllli!!+n :.,..-.:,a:.Y,u,cal�r•.- gar:_.utiScrrlw�,a�..'A.rti<..:..,c..u::.:.i, ,. ,.. ti� - ._.., ;�-.,-.....- _:-_._�. ... .-:... y JJ r A: 4.`. .. . •. _ .. v ,.,,:,. ::' .. .a : } •'f�r .. .'' .. 'x. . r�. fly ^Y. ♦W { •`4.., • .a Y- +11 A4•. �f ,vr r • ,- „-. .,...-._..._..-...._,—......:._—._.....�.r..�..�...��r...+:..—.��«—...._._. ..._ .�.��..-...�...—w.�..�._.:��..�_..:.-....a.. aa.�__..�.-.._—a.��.-.-. ._............_�..._......-�...._.�.�_�.�.r� .�n.�. .ir.r.�«.r.....+ �r.r�..w..w ��_—►...�..—.».N............•.•.....�.._y...riw., - -.r.. `3 • a- 40 � M 00 KEYNOTESo N 1. FLAr-POLE CID 2. FUTURE ILLUMINATED SIGN LOCATION x N .� 3. ROOFTOP MECHANICAL UNIT O 0 0 N 101, 4. STO. FINISH OVER DENS-GLASS COLD BD. em M a D C B A .O � ° • mx c ai d O mcn C j Q c (n C 0 m vl W CL 0�►N i z r�Oa 3 "" 3 wn Y3 D.� -. 71 c - _ IZ (L _ I - - _ ----- _ z—_ ---- - r Itti 10 c{ • 1 FINISH a00Ft ' ! -- 1 nu un muu rm I -e11 :as w l Fill : ' = w O t f I _ tr �- *\0,_p_P z O FINISH FLOOR - _ ._ I — __ P ^. ter. - ��r _ : C 193'-0" FINISH FLOOR - - - _ - e 7., - J 4 l _l L ._ -.a-J r SOUTH ELEVATION } M, e V) O z (n 0 Q Lu F..- 1 w Li O z A C 9 0p �cz ""le, R. WOODS Cn p REGO • PORTUNDr OREGON ' _ r - - OF DATE: /96 1!u 8 3 L...-._ _._ .. __J - , l...__ _, _ __.., -__J 1 I DRAWN BY: • _ _ _ __ m ..__.._ I RDP CHECKED BY: cc ., t , DRW REVISION FINISH FLOOR EDITION 6 CLOSING .� !m ver- .. ::nn ffu an ...._ , . ® fi DATE: a x I gr - n = h _ FINISH FLOOR - I or, . Im i I ".QwIP IL'It.__ mi ml R1., . rm 1 ._ ._ 1995. All. RIGH I Rf CfRVtD �' �•. .. , MAO(ENR/:A110 R ,ASSMATE5•,`f. tNE:E DRAMN(r•5 ARF TNf CROPERT°'Of \ FINISH FLOOR J / — _ _ -ma=r- _ _ MAc1(f N21F. SN10 R ASSOI"IATf S �M S j{ A)Nb NT�Npi U BF. US G Otil RE .. E RO •�•� Ol,cCb IN ANY WJ•MER EXCEPT ATTEI THE \ ���3t•aoI I. l "" _ L... 1 - , _.__ _ _.._.�_--_ '—__.. _ PRN1R WRRTf.N PF RMISSgN OF MSA ti f ------- E. 4 _ _ _ _ - .._ T- SHEET cv DR NORTH ELEVA110NCol ----- ----_ - A3 , 2 1 OF °i 1 JOB NO. u �« � a 295385 REVISED PERMIT SES"' 12--16- 96 , �T 6CAO SW �..�.�..w� __.—..+..— � IIS//r����l��•�����Y� �+uw.wr.�-w rwn .�w��. f,,?'i r:' }. r.a •iRi t l .t �', Tl..,' .: _ ,.M'?�� h .:iiMi:. :� •.o .,. SUP 98--0639 Wood A ..,4, « a h, " ' ,'., ;:,^. ', :.'�� .« J4; i".t�' � t,',,." .,;' o vt'.wi'�?Sw`:�, i•+I, �' ,. _.: 5 .:,r', •I� ".�, �t 9 of 25 : A« IF THIS NOTICE APPEARS CLEARER THAN THE OUr 7 199P 1)0('IIMFNT,THE DOCUMENT IS OF MARGINAL QUALITY. MICRC)F I1.NI Lh I�I;I1illllll ilill�l�llll! I Illlill�lll;l I IIIIIII;IIIIIII Illlilllllill I Illlfll�lllll I Ill;iJill IIII I IIIIiIIIIIIII I IIIllli+iliil I Ill;lll�lllllll Ilill�illllll Illllll�ll��Ll ►►liililluilunluilhuilinlhnllmllu�thllihllltnnlnn rinhlu lullllmnuhul Inllllnillll!Inl Illl;hu nnlunlunlnmm�Lulinnlnnhnlluntlnl{Imtnulnn nllhm nrllr I fill Inlltitl Itnhm nnllnt tllllnn tlnlnntnllhnlmnlnu� . e 777 . a. I c. ...., A46 0 Ohio .0 KEYNOTES a. ~� i5 1If 1. ZOLOTONE PAINT • LOBBIES i I (n 2. BIRCH PANELING W/ DARK CHERRY STAIN OD 3. BIRCH 1x4 W/ McCOY F-2400 BASE CAP 4. B1RC41x2 CHAIR RAIL W/ McCOY F--724 MOLDING O LOBBY EMIL WALLS ONLY C 5, MCH CEILING COVE McCOY F-613 CROWN V m �.� 6. DIRECTORY SIGN I Q M U7 ► p in O� v • 01X ,< 0 C rn d t 1 _ A8.2 qn "- fLn C I C Odic" cCif {'{ LAA ji Cd C14 { SOLDIER COURSE(S)--'-f -J I • m c cV I ujLpf AL 1 kEVEAt COURSE--� I T T I ULUON- — V ! 1 17 — - • 8Z*ULUON _ -- - -- 4D SO!-DEER COURSE---'' ` a I N i SOLDIER C(A)RSE-- irk, 19 i AT WINDOW �� ��.../ • OD TLb1ULUON -- o� -- --- ---SUSPENDED ACOUSTICAL CEILING ALUMINUM WINDOW--- ------GYP. 80. SOFFIT--- 5 t S'f57EM W INSULATED 12 ?I> GA.ASS UNITS TYP. tLO Inn 1 r Lf A ACE r Lmy ZPOCKETED H 19 / LL02J FIRE DOOR 3 4 I s w_01 _p uu_ ! f 4 00 q SOLDIER COURSE:-- ti • !' AT WINDOW to cr ,3 II I ry S8.3 --- -- —--- -- — / THIRD THIRD` . .- _ ._ - ,.. 09 COURSES _ j: SOLLNER COURSE SOLDIER COURSE AT WINDOW ao i 1 SPENDER ACOUSTICAL CEILING —�-- I MEOW ------ - z -GYP BD. SOFFIT - I ! `✓ 'r \ -FUTURE ACOUSfiCAI. Ci ILING I tii R N i I TUBE )(," H RDWOOD f I J ' 1SIW BULOSTom . 8 LE:1SE SPACE - pptETED �0 •--� FIRE DOOR to Q in " 8.2 y I 20? ' Y HALL 2 9�A1ULUl�W 4 200 204 r co 00 I 1 SOLDIER COURSE--'_ V) AT WINDOW tx ao Ir - 13 (9)\Iy 20 16 r�� , SECOND ( ._ _-- � -__-.�__._._._._ SECOND , i�_ _ LV[] N QNQ F ' t L °D COURSES - - ` I ` I _ •-.yam - _,"„_.__ -- "' �� A�{y*f/' f ' -`_--^ 1 MI�R DT,Ii S01'N'OODS E � f y 501-DIET' COURSf----� +y. - d: I ' _� _ I.- _ ' �- ; 'PORT IAt �Rf(�1(.C- CD cr • OF 0 GATE: . ( I SUSP. ACOUS. CL.G. - - SP. ACOUS• CM ,1SP. ACOOS. CLG. o -s 11/14/96 SOLDIER COURSE- ` / UTURE SUSPENDED 7 1 I ♦�DP AT WINDOW 12� ACOUSTICAL CEILING 8'2 vYP• 9D' S� I I 1 1 QYF' BD• T g (� I CHECKED BY: DL.W - ;.� • 1 , , l I REVISION in EDITION I G ---.-FUTURE �(" HARDWOODI ' U.S. MAIL I � I � T� DATE:„----FUTURE ATE: i SII_I_ W/ SULLNUSE TYN. (�.LINTC ® EXAM ROOMS & OFFICFS / �, 8,3 1 ``=�I c0 JANITOR FUTURE UFFlCE 11 / \ LOBBY 4 102 104 / A8.2 I I CI •X—IIAY • • • / / • I -� ,-_------ --6” METAL STUDS Q 16" O.C, / W/ BATT INSULATION Q AT WIN 0- " � " x �,� -fUTURE 5/8 GYP. BD. I I I , I 2 to - CONC. SLAB MIN. ON ( ( __ _ _ _I i�� / - -- -- - -- -N ---- FIRST i N GRADE OVER 4" L - - I I ( _ -- _.__, --._-_ —_ 14 4ACKFNTK/SAITO A ASiM:U11ES,P.C- IN, FLR. DRAfNAGE GP I + - - A THESE ND WC OAS ARE.ME PROPERTr to (�T• .. I • - . c _ 1 _ — -L A�ANO ME NOL t0 OF USCG OR RE�RO LLl I _ 1 - P.,cEO IN AAn w�wrEP EXCIPr wma Tln ( II -� I— a �� - 1 -_111 1 - 1f r ' - - !.m,. I..r r., — J .�T_._.. .I ' PRH1R E TTFN PERW5�40N OE N•A ,�LL11.�11 (. � :.:�j ..1. r {. lE I t' -I i TTT-, I-- 1 -i jjj OIL WATER SEPARATOR VAULT I_ _ SHEAT T1 - !, K 'TS II! W 1 ' II � 3 TYPICAL WALL. SEC"nON A4 * 1 qL----------- 1 OF Ep r•, JOB N0. 2 SECTION THRIJ ENTRY 295385 70 REVISED PERMIT SET 12--16-•96 muk 680 SW Redwood � BUP 96-(A39 10 of 25 IF THIS N07ICE APPEARS CLEARER-THAN TNF, 0('T• 7 199P DOCIIMENT,THF INK-UMFNT IS OF MARGINAL QUALITY. 111IC1110 II-,MED j (I�III�i{IIIjI IIIIIIIIIIIjIi Ijl{Ijl�!jljl I I{IIIj1�!illlll Il►jl{i�ljijl i I�f�rj!il�lj! i Ijlji,llilljl I I{IIIII�IIIjI i III III IJill ii ! 1I111I1�1lilII111 ijilljijllljl I11CN T M ank —_i' _;r___ — Zf� nllnn iilluu InIInIllnnlnc!InIlnnlunlu,Ihmllln,nIllnl Inlhlnhn,hnl un{nnI1n11nII n++Inn nnlnullullnnmul,nlluntnnin,Ilnnllnllmm�nlnn nnlnl Ilan nnhlll nnlnll IInInIlhnllnn nlIIIIIn llnIII nhnlln:Il„111111 r a _ _.... _ i S ' ,.:.+I -. :,h'a .. .. l: .. -, ,. .:,0.•i ..I .1 '00 _. . .��.' '': .. ..` - -- �x�. ,�. .,�+"�' '. '�, - SIF-. ,. ..�. �+P!�°I!W�ah ...:,. "�",' •F. . . .:�a4r. ..+! !'�''` �` '' ; 'fir: � , � 1� 4+ �?� � • ' ._ +� 6 �, lot-IV r 10'-0' 10'-0` 10'-O' U 4'-10 1/2 5'- 1/20 r10 12 _ 5-1 f� rJ-f0 1/2- s-1 1 2__ tl. 5�2 1 2' 4'-10 1/20 5'-2 1/2* 4'-10- 1-2'� 5'-2 1/2w 4'-10 1 2 `-��`- 71 7 ' 7 ' 7 B II d 1 I 8 �------ A7.1 I t8 A7.1 i 18 A7.1 , ! A7.1 18 , A . I A7.1 t -- - _-._ LLJ W) 00 --- - N T-„ -- - _- - r.- - ---- FI/2- (A -. "4- 7,-,72- c' --_ - -- -- - - -- --. • 1/2' 1 1/2� 1 1/2' e 1 1/2e • e 1 1/2- - / , 1 1/2" 1 1/2- / I 1 1/2" ; 1 1/2- '� b 15 w 15 � 1 1/?' (15 m U m x ou 15 • / 15 • / I I • ' _ � / _IIAII r ) I II - -- O11) `f pill o 'BCNI (� r UCb F-0O1fNN �1 N_-41 ! p pI w r Cd-t � N I ' � p 0. C Alr _ 17• N rWF - - ; I + -- - ---- _ F. . STUD - -- ---- oOD _� O O C c b I .0. s 1 0. s U__.-_1 j 1, I .. ) O Q �oL_io 111I1 I I Ch in 14 I \ I � I 1 .-in ___LLF.O. STUD I _STU µ. x/ � F.O. STU O7.1 0 7 7 A7.1 5'-.4' AA7.1 A7.) 8,-8• -�� 6 6 1 STAIR 1 - FIRST FLCX)R -_ 2_ STAIR 1_ - SECOND FLOOR 3 STAIR 1 - THIRD FLOOR 4 STAIR 2 - FIRST FLOORr5_'� STAIR 2 - SECOND FLOOR66� STAIR 2 - THIRD FLOOR �v /� A7.1 1/4-x1•-0- �711/4` 1'-0" A7.1 1/4'x•1'-0" A7.1 1/4'-1'-0` A7.1 1/4"-1'-0" A7.1 1/4'••1°_Oe -- i r. t1J 13 KEYNOTES d 1. AREA OF RESCUE ASS STANCE .-._..__...__ 2. 2'-ON x 2'-0" x 2'-0! SUMP PIT WITH SUMP PUMP AND METAL GRATE 4'-10 1�2 �, 51-1 3. WATER STOP I I 4. WATER PROOFING MEMBRANE AND PROTECTION BOARD I ` 5. Sy ANGLE BY ELEVATOR CONTRACTOR f 6. B x 8' OPENING VERIFY SIZL AND LOCATION WITH ELEVATOR MFR. - - -- - 7. EDGE OF ELEVATOR SHAFT ABOVE 1111 8. CIRCUIT BREAKERS AND LIGHT SWITCH II I ®. ELEVATOR PIT ACCESS LADDFRS AND LIGHT SNITCHES SEE DET. 10/A7.2 co 10. GUIDE RAIL SUPPORT ANGLE O ROOF & GUIDE RAILS HY ELEVATOR MFR. I 4 11. 8 METAL STUD WALL 1 12. ROOF HATCH ABOVE ' 1D 13. PAINTED HAROWOOO CAP U P t 14. 1-HR ACCESS PANEL. MAXIMIZE SIZE WITHIN CONSTRAINTS OF STAIR. - - 15, MID-LANDING SUPPORT SM. BY STAIR MFR. � -_ 18. MIO-LANDING SUPPORT C UMN BY STAIR MFR. h 17. 16 HDS 250 O 12" O.C. W� 5/8' 7 YP(_ X' GYP. 90. EA. SIDE V1 1 W fT � I (li " ' II it O II Q E=- P / o :� I I w 1U cn A8.1 C * 3 B 3 F.O. STUD[] 8 Al�i A8.1 7'2 5 I i SIM. i-. .- .. A8.)SIM. SJ I -- r?0OF LEVEL - - ,n _ <;EI(LNG CEIUNG SERV STAIR TO ROOF 11 ,Ty :F=I A7.1 1/4'=1'-De - 11,110 1 / 13 co ,Y `-_ I IND - M LNG \ 12'-1" 2.i01 II ~� ..t \ 8 $ >n l m il - - DNN R. WOODS 1 1 Ze e I '' 1 °p o uril s •'z 1 THIRD FLOOR _ -T' - THIRD FLOOR F.O. STW -.__- J�-'{J, J` A8.1 �•A ,/moi«z� :.� ` A8.1 '� 1 A7. 1 O I - .�/ !;�' 1 O ! . I I I I DATE: P F ., 1` I - �- ,•'F4a,r;/ 1~ I N I I I I 8/23/96 8 I � � ` '- '► fi DRAWN BY: A7. A4' 7..n I , J i)I e RDFS BEs ill-soMID-LANDING ' - ---- - - -- MTD-LADING D I -- --I 6 ►� I I I I CHECKED BY: LA I I I \ - -- ------ :-(,�in L - --- REVIs10N \ I O I i \\`� .. - - - 1 O "d I ' \ 2 I 7/ I iv( I I I I I EDITION \ �° - -- - - i I ( I __ Y = cLOSIrvI: _ \ s I I I \. � 6 = >M t--- �\ T-% C HATE: I z / I I \ �� 1 I 13'-4• I O I I 5 SECOND FLOOR - I err,4 / - GOND FLOOR 44 i --fi 3 ' - _ 10, X Q ----- -�- � -- In V3 I _ 5 AS.1 + va • ! I -- I 8 TYP I I � 7. '( O ' 7.2 f\ �- _-�__..L=_ T- -______ ^ j t + I 1 cr ___- I IL g I .i F's� 6 I !/ a� /!•r =- ^ t __--- I I .r I - \ •� I / \ 3 " MLO-LANDING ( _ ` \ MIO-LA DING A7.1 I L ___.J 2 MACKFNIV/SAM S ASSOCIATFS•P r �` '"� �--- � '� �,� �\ \ i '-I� 1 � I _ i \ 58.1 ` U'-3' ---- ------- 4' Th�SE okAN7N(iSGIRE Rc� PROPERTY Of � Q i _ •I \ I I N I .y'- -"__._-_-_ CLR. MAC.KENIIE SAITO tr As-FILIX10 .PC LMS .. .._ )) on v O .__'�.-.-_-- _, __ _/._ - OI10ED M AIV iWVKR WEPT Wr i tRiii.. K'RIOR YMil-TEN PERum"or MS Aof-ON Q - - SHEET YJ --- � .-- - -�---�- 6 FIRST FLOOR GA& CLR. 4rELEVATOR SHA�FT SEC;TIC.�N 1 1E{ Q 1. A7. sIM. SIM, A7 � STAIR #1 SECTION _ e STAIR #2 SECTION - ,LEVATOR PIT AND OF MECH. ROOM PLAN NO 295385 REVISED PERMIT SET 12-�16-96► 6840 SW Redwood BLIP 96-0639 1 I of 25 IF THIS NOTICF APPEARS CLEARER THAN THF. 0(;T_ 7 199P D( 1CUMENT THF.DOCUMENT IS OF M 11RGINAL QUALITY. MICROFI LIVI I;D !t"m MAW 0 CHINA Illl�lll�illllillllll! Illll;ljlllll I III�!III!IlII{i Illllli�lllll I Ilil�jlll{III I Illli;lllllll Illlllill�l{111'1 illll{I�Illj! I III{III�I{!1111{!fill{Illll;ill IIIllllll�ijll, Illlnlllltlllnllllmhtnintllnit!Intltuthlllhinlnn nttlnn tntllln nnhnl!nnlnnhullntl 1111!11!!nnlntllllnhnl nllhmtnnhnlinn{ultinn�l,lt nllun nnlitn nnhn(nn{ntt nnlntt ttt- tt1�i mlhnt!nthlllhntllln nnhntlrllt4m�h�l "ITT W ,w mill i 9fLERAL NOTE: -- _- SEE 3/Ai,2 AND 7/A7.2 FOR MORE INFO. / l �- STEEL STAIR DESIGN Y SUPPLIER / M •----1 1/2` O.D. STEEL PIPE S B -1 1 2 O.D. STEEL PIPE RAIL ��_ HANDRAIL I D ---- -- 14 GA STIFFE.NFR ANGTYPICALLE -.- HANDRAIL // r `SEE 7/47.2 FOR RAIL SEE 7,"A7.2 FOR RAIL-- �` W � OD LANDING SLAB / �� Q / i _ C. '1 11" TYP. -- r 1' (�'. `� 0 [A x N -- �- 1" TYP. ' • :o- - —1 1/2' O.D. CONT. -.______ _ _-- -_ / ` --STRINGER O r m IF i �!J STEEL PIPE HANDRAIL / I O FIBROUS REWFORCECONCRETE SLAB W/ O CONCRETE FILL AT \ FIBER REINF. ON O d �. STEEL PAN TREADS STEEL SUPPUkT - SEE / r o_ METAL DE(W a STRUCTURAL DRAMNGS ---- —_____ �___ `/ , ! o C .- -W)4 OR DETAILS. " LANDING SLAB i 4 �� C) i 1" TYP. - -'' C N� �I / U ----- - _— _ 112* x 20 GA. METAL __. W • ^ - FMOS O 16' O.C. __---FIBER T E SLAB W/ WI A M _ FIBER REINF. ON 3 in . . 1 vF 5/e' � ,.` . ♦ .i. '� .; "• t ' .;. STRINGER----- ' _---'---M5ETAL DECKSTEEL ANGLE 0A EA. TREAD d /8" TYPE X' GYP. BD. 5/8" TYPE 'X' GYP. B0.TYPf 'X' GYP. BD. _c Oo 1• 5/8" TYPF 'X' GYP. BD.- uto oz 1 a0aa j ' 1. . \ -----SEAM SEE 1/A7.2 FOR TREAD CONSTRUCTION - TYP. SEE 1/A7.2 FOR TREAD CONSTRUCTION - TYP. SEI. 1/A7.2 FOR TREAD CONSTRUCTION - TYP. SEE 1/A7.2 FOR TRFAD CONSTR l0iC'u TYP TYPICAL STAIR TREAD RISER 2 STAIR AT BOTTOM LANDING _ 3 STAT AT MID—LANDING A a STAIR AT MID—LANDING STAIR AT TOP LANDING A 2 1 1/2"-1'_Q' 2 3/4`_::1'-0" 3/4'-1'-0' w �A 3/4`wil-0` 40 F.B. 1 112' x 1/4............... _ ` r � 5/8T1Pt 'X Gv"►'. BOARD- �� 1" GYP. SHAFT LINER AS x3x1/4 SHIP LOOSE �. AL_TERNATF 10 5/8' TYPE 'X' FTELD INSTALL GYP. BOARD io } 4- + 1 1/2' 0-D, PIPE RAIL., TYP. FINISH FLOOR TS 4x4x1/496 1 + _ ELE VA TOR STANDARD HANDRAIL BRACKET SEPARATOR BEAM TYP FASTEN TO WALL ' % IN. FLR. UNE �1e LANDING LEVEL 1" SQ. BAR �. 7/8' x 1' BENT PLATE- TYP - BEAM - SFE S fkUCTURAI_ FIN. Flit. _ _ • \O• + SHAFT Y 2' SIDE RAIL TYP. 3 16 O -- �(' a RUNGS, PLUG- o f I' DEFLECTION SPACE (DO I WELD TO SIDE RA[I_S NOT FASTEN STUDS OR GYP. . AT 1'-0' O.C. TYPICAL - 1/1" BOAPD TO RUNNER) 4 o R _-- :f --BEND F.B. 1 1/2" x 1/4' 1111 3; 16 , SECURE TO FLOOR ' 1 L.--IANDIP". SUPPORT BEAM � s----------DEEP LEG TOP TRACK SET IN EXPAN$.Il?t+l 0 0 BY S1 AIR FABRICA rOR ----- - SHIELDS (TYP.) LEVATOR PIT FLOOR UNE -----RETURN HANDRAILS ------ - TO WAIL, TYPICAL - --GYP. BOARD CONTROL JOINT A • r �/ •' 4 , , L.L. • ---POST FOR LANDING 1 1/2" CLR. - --6"CLR. 2 1 2" 1 /2' - -� l- `�-____- {" MET4L STUDS 4 SUPPORT BEAM BY 1112" 4'_0" O STAIR FABRICATOR HANDRAIL - -__________-__ ; ELEVATOR -+' MECH. SHAT WALL _ °� _ ,o ELEVATOR PIT LADDER ~ 7 3'-1'-0" J, A8 1 1/2.y.. -U_ co 3/4.41,_0' � Q < < A72 a W J J TOP, 90TT.� - - EA. SIDE 14 CA. 4 O 1' W Q Ji % TYPE 'X' GYP. BOARD _.---------TRIM BLOCK WALL FROM CLIP TO �y C�d W CUP OR CLIP EA. STUD CONC. TREAD 4' METAL STUDS (2) - 1/4'I BOLT IN 1 1/2" //-- LONG SLOTTED HOL!. v 14 GA. x 6" CLIPS_­-__ O 4'-0' U.0 MAX. 41 �" N V F.I . a '° �-----BEAM - SEE STRUCTURAL SEALANT-- -- 3 1/2' x 20 GA. METAL DEEP LEG TOP TRACK STUDS O 16' O.C. GYP. FJARD CONTROL JOINT 5/8" TYPE 'X' GYP. BD. 2301 Cc, DEI�N1 R. 1MOat)S C 7 Tf1 PORTIAIil1, OREGON 1. ' OF DATE: - ----14` DEFLF_CTION SPACE (DO - 1& HDS 250 O 12` O.C. NOT FASTEN STUDS OR GYP. DRAWN BY: a 1 BOARD TO RUNNER) RDP/BEE -�' CHECKED BY: s LAID—LANDING SUPPORT � a STAIR SECTION CENTER WALL DRW 47.2 1 1/2"n1'-0" 1 1/2"-1'-0" J Q N w� _ 0N EDIREVISION -� Y DATE: MACXMM/SAITO k ASSOCIATES,V,C 19£4. All. RK.4M RESERVED THESE DRAMMCS ME THE PROPERTYK.(UI A)ANO ARE W r0 K ma,AWX.TFL& REPRO , Dl1CfT,M ANY .W IPER E7tCEPT PITH 1-11 PRKTR WRnn%:'r RM15SK)N OE M S A SHEET ' A7 . 2 a 1 OF 1 c JOR NO. f" 1 295385 REVISED PERMIT SET 12-16-96 i 6640 SW Red+rend - — 19UP 96-0639 12 of 25 IF THIS NOTICE APPEARS CLEARER THAN THE 01,r 7 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAI,QIIAIATV. MICROFILMED j1j1j1jIlI!!Iillll!1!!j1l1l1 i I!I!ill�IlIII IIIlIIIII�IIIlIlI !IIIIli�llllt l;i;l��jlllilll I ISI!! I�illll I IIIlilI�IlIII I ;Illlli�lliji I IIIIIl1�IIII111 I illll�ill!!II II!IIII�11111 __ IMCN Mmg 1M CNR111 iii!ii►�hiiiluiillnlll►HI�I��h�l�!iullnnli,uiml!I�nl!nI nnllnnlnllnl�In+I nn,nlllnl�ln +}lull nnlnni,nllnnilllllllnlnnlnnlln Inm,u,11,I1►n,lhll, 111i 11111:IIII111hill nnln iinnhnlinn In1lul�hnlllnliunlnmm�l,nl�,n r~ ;ti I S f .. .:.. .. .. .-, ry ,. .-!Jfd..Y'tM,...F... a p1!A',....fep.„�, .. ..�s"./.�.:;u:. -s�,.,e�. :twl.?` �" I, eC vil. `:�f�; •�.� .''F�g��� �u„�.."d^� ��a w"A'SK'�•. _ .. .. ... .., .,: .' ;.. ... .. .J „•... M� A .. :..n. w.. ,.. !. i.t. .q '���,y,��A�� :iAES717C .),. #B "i� ";IAF M 1... � Irl. � r.'. -.� ,.- .. r,:. ..a ♦.. :I �. 4 ,r,O ..., -:, ,,. _ ..WPn�49"Cal 1 # _. ._ �. ,. : - __,.. a. ..N, _f!'-. .•i,irr. +'W�.. ---- ------ FIRE SAFING AT RATED WALLS 5/8" TYPE 'X' GYP. BD. �- EA. SIDE ---- -- -METAL DECK AS OCCURS ch La M 00 20 GA. RUNNER DEFLECTION SPACE (DO --ACGUSfICAL SEALANT rn N AT TOP do BOT / NOT FASTEN STUDS OR GYP. - G I 8D. TO RUNNER; - BOT OF STRUCT U a x no C4 —5/8" TYPE 'X' GYP. HD. EA. SIDE �1 NOTE: NO GYP. BD. T O o m° BELOW 8'-0" ON TENANT - 1/2' DEFLECTION - COLUMN SEE STRUCTURAL O I _ SIDE O VACANT TENANT SPACE (A r`b 0 /-----4" METAL STUDSI !" M!N SPACES, TYP. Q ib Q' •.� I _ Fc --SOUND BATT INSULATION " / // - --CUNT. 18 GA METAL PLATE 4" METAL STUDS W 5 8` • m- ' FASTENED TO BECK O ? -0 TYPE 'X' GYP. BOARD Ow' -F70T1'OM TRACK TO FINISH D.C. STAGGERED - t Q • I • 4; Y / FLOOR Will POWDER DRIVEN 4" METAL b"f11DS O 18` O.G. x 5/8' TYPE 'X' GYP. 80. �� 1 / ANCHORS AT 4'--0" O.C. -ACOUSTICAL SEALANT } N 1` FASTEN RUNNER TO PLATE O 10 W c `rn cs 1. -�' CONT. SEALANT II Q c o f` CONCRETE SLAB - a C c �-- RECESSED OR 2"-0" O.C. - WHERE N OCCURS ACOUSTICAL CEILING - 5 8" TYPE 'X' GYP. BD. EQUIPMENT �! — 4" METAL STUDS (9 16" O.C. / N • m o� .L ---- M i/4" CLEAR (TYP) `-� SOUND BATT INSULATION EA SIDE. W 3<> 3(y,p +' -- ?0 CA. STUD TOP OF SLAB Y O to p ip EA, SIDE --5/8* TYPE 'X' GYP. B0. Q p o0i O EA. SIDE -. w 0 r --- ACOUSTICAL SEALANT � PLAN FIRE EX`rINGUiSHER CABINET 2 NON—BEARING CORRIDOR WALL 3 NON—REARING CORRIDOR WALL 4 NON—BEARING PARTITION WALL 5 FURRING AT COLUMN_ " I1 AT METAL DECK 3"=1'-0" 3"-1'_p" AT FLOOR 3 =1'-0 < ROOF FLASHlN _ < AJ.1 Q r -•-` - - ' 7 4" STUDS NON- / -2.0 GA. 3 5/B" MTL. STUDS NON-BEARING 20 GA. MTL. IUD ON BEARING TO FLOOR STRUCTURE AT /� TO FLOOR STRUCTURE AT 8'-0" AB.1 Q / 8'-0` U.C. W/(2 08 SHEET / � - � O.C. W1 16 GA. CLIP ANGLE - - N X METAL SCREWS A T EA. END. BRACING 2" X .-" X 3" W/ (2p X18 SHEET - Ll. HEIGHT WALL- SEE 3/A8.1 - - / / r tt - ROOF FLASHING / TO BE PROVIDED WHERE DISTANCE / METAL SCREWS AT A. END. BRACING FOR CONN. O STRUCTURE 7 5 8 - LIGHT ACCENT BRICK BETWEEN PERPENDICULAR / _ /; TO BE. PROVIDED WHERE DISTANCE - \ / INTERSECTING WALLS OR HORIZONTAL / i,( BEIWFEN PERPENDICULAR - I I CANOPY ROOF l / BRACING BETWEEN WALLS EXC'Ef.0S 45 INTERSECTING WALLS Ck2 HORIZONTAL - / / i �45' 8'- 0" O.C. BRACING BETWEEN WALLS EXCEEDS w TYPE 'X' GYP. BOARD l 15 - ' �''' - 13 __ r. _ --- -- Tz l j / 6" 20 GA MTL, STUDS O 16` I�... -- - - - / SUSPENDED ACOUSTICAL CEILING 2'-0" x 20 GA. TRACK W/ SCREW Zd O.C. ( II ,, „ I -w BETWEEN JOIST AND AT EACH -- 4" 20 GA MTL. STUDS O 16` I iI hlo ff �A JOIST AT EACH BRACE � O.C. W/%` TYPE 'X' GYP. < 1p II +_ -FIELD BRICK 1 � rjOARD EA. SIDE A8.1 II G 1■. _ UND CONTROL INSULATION � � SFE' PLAN ` I -� -6" z ?0 GA. METAL STUDS . 0 FOR CORRIDOR WIDTH Ci If 18 GYP. BD. EA. SIDE i _ o r'ANEI. EUGFS I 11 A8.1 Q 'S' SCREWS AT 5'-7" O.C. E ��_. 'I 1- ---'SUSPENDED ACOUSTICAL U RcCESSEO BELOW - II • ��, �. - 7 SECURE ' 00 ia� W CEIi ING --- -.-__ --.- _.. _ -` i ----4` 20 GA. METAL STUDS I- -''�) ca `� -1 - -- O 16 O.C. - ,�, _ - 5/8" GYP. BD. EA. SIDE �- t0 SECUCID RE TO STUDS WITH TYPE LILIHT-'S' SCREWS AT 5'-7" O.C. a qv LIGHT ACCENT BRICK - -- - j (TYPE X' AT CORRIDORS) z --CONCRETE SLAB ] n l 111 I I I -- V-" ---BOTTOM TRACK TO FINISH �� C� I / FLOOR WITH POWDER DRIVEN Z 'k- - ---- ANCHORS AT 4'-0" O.C. SFE NOT£ �` I r z Q 2 , BELOW --� 1 _ - 4 METAL STUDS v DARK ACCENT BRICK / --CONCRETE SLAB r ---- - --------SIJSPENDED CEILING TYP NON—BEARING PARTITION WALL 1, � TOILET RM. AND CORRIDOR WALLS_ 8 TYP ONE—HOUR CORRIDOR s CANOPY TOP CORNER PLAN a to CANOPY TOP CORNER ELEVATION _ _--- 3'=I'-O' Ip /d►®. NOTE: NO GYP BD. BELOW 8'-0" ON TENANT SIDE O VACANT 3"=1'-O" h /2"-77-0" 7 TENANT SPACES, TYPICAL. ONT. SNAP CUP CON . AP CUP v FACE OF CONC. TILT--UP -----METAL i`.OPING ---METAL COPING SPANDREL PANEL BEYOND CONT. SEALANT CONT, SEALANT SAWCUT ALTERNATE JOINTS -P.T. 3x COtrTINUOUS SAWCUT ALTERNATE JOINTS P.T. 3x CONT. WOOD NAILER FLOOR OR ROOF STRUCTURE NATE; SEE DET. 9/AB.1 2 " - SLOPE TO EXT - SLOPE TO EXT. STABiLJZER BAR BETWEEN ALL MEMBERS SEE MANUFACTURER - / -- _- _._ AT PERIMETER TOL' OF CONC. TILT-U 4 1" MAX. x 1 8 CUT - �__CWOOD SNA ('LIF 1" MAX. x 1 8 CUf --CONT, SNAP CLIP SPECIFICATIONS FOR SPANDREL PANEL BEYOND a - ---------CONI. ADDITIONAL HANGERS AT ALL MEMBERS WITHIN 8' ADDITIONAL INFORMATION SEE DET. 15/AB. -- j . ,a T SEALANTW----CONT. SEALANT OF PERIMETER -DOOR ASSEMBLY - t! CON SE LA .� LATERAL BRACING WITH APPROVED VERTICAL STRUT I- AT 12'-0" O.C. EA. WAY I = - - - •. � � ••' SINGLE PLY @ALLASfED ROOFING --SINGLE PLY BALLASTED ROOFING COUTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB MAGNETIC HOLD OPEN I - 4 '. ` OVER RIGID INSUI ATION .� - OVER RiGID INSULATION W d/ YIN CONCRETE: TILT-UP °• ••: S '� CONCRETE TILT-UP r SPANDREL PANEL • ,°` -„ SPANDREL PANEL _ Li HEADER WALL- I' - `' • - EXTEND TO ' " u w N , STRUCTURE I N\ o ( FOR 1-HR '" ;�i a %-- -METAL DECK METAL_ DECK # RATING ' ! ",- %� P< II i 114 S li CL 0w CROSS RUNNERS FIT BETWEEN _.__.- . PANIC CANOPY CORNER FRONT ELEVAT10Nw • . ;.~ �� � ' - a' qA MAIN RUNNERS —. � - -� a - G + ji HARDWARE 8 1 =1 ._0 • i r ,� � a AIN RUNNERS AT 4'-0" O.C. SEE MFR ` ,° ,! SUPPORT WITH #�12 WIRE AT 4'-0 SPECIFICATION'; ax - 6'-0" MAX. U.C. OR WITH #10 WIRE AT 5'-0" ---._- v �- O.C. EA. WAY ------ _ _ — - -- CONCRETE T►L T-UP -- .• 4r .. ••. DOOR ASSEMBLY- PANEL_ gENNL, R. WOCD$ r' LATERAL BRACING AT 12'-0" O.C. 4`• ' ••'• •. a " ,, y FRAME WIDTH �, _ .° �•, � � EA. WAY MAIN RUNNER TO STRUCTURE - - ----- -- ^_ ! BEGIN BRACING WITHIN 6'--0' OF 8-0 FINISH FLOOR- 3 4" �° ' ' __ - �ORTIAND, R[GDN / - - -- - __. _ _ - ----- --_ - _._ __ --_-. - _ - EXT. GYP. B0. PERIMETER AND 2' FROM CROSS �_ `' - - - MEMBER. _ EXT. GYP. BD. _ M11� __..__�._._ 9 ' OF 0 , SECURE A HANG RS TO BLDG. - '' �- �LL E ..ANT • - _ TRIM STRUCTURE. TRAPEZE DUCT WORK -� °p ����-- TRIM I � -^ _, � --� _ ._..__ � ,d � ` ...._ JL DATE: AND OTHER LARGE OBSTRUCTIONS. 'GONG. PANEL � � �-W GONG. PANEL tt SUSPENDED CEILING POCKET FIRE COORS SEALANT WiTH MORTAR-< i ! -= ---- BEYOND --- � - _-- - - BEYOND DEVICES TO BE OF AN N.T.S. I) ,� — - " " w SAND TO MATCH --� ______ II FDP BY: A6•1 NOTE: ALL CONNECTIOND APPROVED TYPE AND HAVE 100# CAPABILITY �� ' '/2 �' -° SECTI®N THRU FROh''T PANEL UVJ) ,5 SECTION THROUGH SPANDREL CL 4 n_ • _-- -- — _. — _ --- /O •� O CANOPY 1 1/2"-1'-0" z O CANOPY 1 0" CHECKED BY: 11c 11c DRW -- 3'-11 5/e" T_ --- --- I ---FUTURE 5/8" GYP. BD. RE'✓ISION 1 -0 • . r r 6 ____�___ z 1:1 EDITION -CONCRETE TILT-UP PANEL -.----2' -___ _� -_ CONCRETE SPANDREL I D ��-� �� R 19 BATT INSULATION " CLOSING SLOCKOUT FOR DOWNSPOUTS PANEL TV Fi)TURE 4 METAL STUDS �' DATF: AT GRIDLINE *r' ONLY \ • I • I -6" METAL STUDS O 16" O.C. ' r— II FUTURE 4" METAL STUDS .t CONCRETE Tl -UP PANEL a I CONCRETE TILT-UP-----, I COLUMN SEE STRUCTURAL I C E TE o C4 PANEL 0 _" >EALANT WITH MORTAR "` - --'"-- 17 a 1r-- -- ( COLUMN SEE STRUCTURAL -FUTURE 5/8" GYP. BD. SAND TO MATCH in 1'-11 5 8" r r" e tr) _-___ _ �� `�.✓ -- I R-19 BATT INSULATION — — 15 _- �-- - - 1 6" ME IAL STUDS O 18` O.C. Q 210 - - ' �... ..._..,,. • - _._ 1 /2" N tn / \ MACIQNZIE/SAITO! ASSOCIA IES.P _ ' U') M 19". Al l RtCM715 RESERVED n " 7 .- i f ' SifS N ^ _ I OD r` r" -I • ' -� . . ' THESE ORAN1116S ARE THF PROPERTY IIS • - 1 \ I i M J • M)AMEN7fE/SNTO d ASSOCIATES, PC�m [Y7 // / 1 AES.i I •• r ►•. =v IN ANNNER EIICEP SNm BE LMXD OR RC�tE ` • ', V •,1 ` r �' .,,� v'• PRIOR WRITTEN F'ERMIS�ION f1E MSA SHEET - ! SEALANT WiTH MORTAR 4 v -- 6' ,.•METAL STUDS SAND TO MATCH 1;2" � SEALANT WITH- � ' O 16" O.C. j -- - m�-__ -- _ MORTAR SAND C , I lv- TO MATCH I --- - - I " ��, -- .Ve' - rl- TILT--UP PANEL SEAL-ANT WITH MORTAR" CONCRETE TiLT-UP PANEL 3 7/8 - :`0r SAND TO MATCH A8 . 1 T OR-19 BATT INSULATION -- I S -CONCRETE TILT-UP PANEL_ CONCRETE TIL T- P " COLLMN SEE STRUCTURAL_ _ U 1 -7 1 2- FlJTIJRE 5/8` GYF'. B0. PANEL --lit ---- � --- , SEALANT WITH MORTAR SAND OF r'`--'--._._.FUTURE 4" METAL STUDS TO MATCH -- BOTH ENDS 19 Z ..�_ Ix ao PANEL CONNEC110N AT T OFFSET 108 N0. PANEL CONN. * CENTER PANEL n CANOPY PANEL_ LEG _ arls` CANOPY SPANDREL PANEL_ PANEL CONNECTION AT CORNER _ - '' Q\� '�/'°2"a'� "�"'� f� 295385 -"` - - CONNECTIONS 1 'I/2"=1'-0" q 1 1/2" 1'-D` z REVISED ISED PEI 111111 1 SIS". 1 �12-16-96 6640 SW Redwood SUP 960639 13 of 25 IF THIS NOTIC'F,APPEARS C'i,F.ARER THAN THE ULT- 7 199P DOC UMENT,THF.DOCUMENT IS OF MARGINAI,QUALITY. MICROFILMED iillll�Illllll Ilill�l�l�lll i I�I�Ill�ljlll I Illlill�lllllll I�I�I�i�ilili I III�TiI�!�1�1 I I�I�i;lllll�! I IIIjIIl�llill'':'!lillllIlly I illlill�{IiIIII i illllllllll�! I�Illlf�l�1111 tlllu{tllilllnlllll►Illnllnllllnl!Inllunlullluumnlnn nn!n�l linlIL111nnhm 111111n1!nlllnl�nlnl, nnhn►InnhIT1 Ont,nitnnlnnhnllu,Illminnlnnlnn nulnllllllll,nlinnh,ll nllln,►nnhm nnhll�inlnn►nnhnlllulln,LIIInIfni,I„ } is { ..._.�.....«._._....._.. ..,..........._ .-�.•._.....�..� �......�� _- ...�.._.... .�+... ...gyp MECH. UNCI ---- 2" HIGH WATER DAM , N •,; 1'-6" �'-0" 1'-B' METAL PIPE � � 01 r<A --EXTENSION SLff'�E AS REQ'D / LLJ MO N 3 1' LIP EXTENSION SLEEVE AS REQ'() - LEAD PAN —CONTINUOUS SEALANT / 1 S'-O" x 5'--O' DISH _ j` � � � C LO �• 5'-0" x 5'-U" DISH ,�� � - _-DRAW BAND _ __ __ _ __. _ -__-.-__-- --- _ (� ?o x N _ '•-0' x 5'-0" DISH / / ----LEAD PAN �� O o 0 C-4. SLOPE 1' TO DRAIN ��-------LEAD PAN ` ME r AL HOOD (7) .-----SECONDARY DRAIN SINGLE PLY ROOF SINGLE PLY ROOF MECH. UNIM / T I ON RIGID INSULATION ON RIGID INSULATION . CURB < 0 n. a - ---- - ,� ------ LEAD SLEEVE AND FLANGE �I SINGLE PLY ROOFING ION O OVER RI I 2 r lei _ 0 0 A8.2 SINGLE PLY ROOF ------ • � t 6" Q In a -PRIMARY DRAIN � - ---- ---- ---- -___ _LIZ --'�� ( Q C w u7 at- LEVELING CURB W C O N j i�I �--GONG. DECK W/ Q �rn � l w - ► m a+N O. . ` (7 - -- --- - � �, �'�-- - ROOF SUMP RECEIVER ACE OF WALL �-- ROOF SUMP RECEIVER ---RIGID INSULATION ' - 'O a CLAMP LLJ UNDERDECK CLAMP - _ _-METAL DECK u Vi `• r C p q �� I tvr C I � moa a ROOF DRAIN PLAN :� *PRIMARY ROOF DRAIN � 3 SECONDARY ROOF DRAIN � a PIPE PENETRA110N DETAIL s MECH. UNIT CONTINUOUS CU1�8 1%2"=1'-O" Lp ;"S1 0" .2 -1. 0" 1 '1 to 1 1/2•�1 -0� c�$� A� Q U .-_ SKYLIGHT UNIT---- '� T_ - ^ _-- _----- I`- Y W/ MANDREL U ALUM. FORMED COPING j CANT W/ CONT. CLEAT' -- — 6'/ STD PIPE -----� J l Q O WOOD BLOCKING - ANCHOR - _ 'OUNTER FLASHING _ 10 DECK --- �� CANT 1x13x13 W ROOF H<,:^H WITH �� HOLD DECK BACK --- RIGID INSULATION SINGLE PLY BALLASTED � �'• ROOFING OVER RIGID WOOD BLOCKING - ANCHOR `-�a'V1P .i. INSULATION -� TO DECK � '--SINGLE-PLY FLASHING COLLAR r; SINGLE. PLY ROOF ON RIGID --SING'-7 PLY ROOFING OVER RIGID INSULATION RIGI) INS,"-ATION METAL DECK- Li `- - -4" CA\I T STEEL_ ANGLE - k iv - W WOOD BLOCKING - A;,'--'40.9 - TO DECK - i STEEL_ BEAM-- CONCRETE TILT--UP Q. -- I I SEE STRUCTURAL PANEL METAL DECK METAL DECK METAL CEILING JOISTS- STEEL OISTS STEEL ANGLE CON t. 4 SIDES OF + �� STAIR HATCH OPENING OPENING SIZI STEEL BEAM - SEE STRUCTURAL tt ---EXTERIOR GYP. BD. --f►" MTL. TUDS W/ r �� �, � -�- R-19 BA T INSULATION ROOF HATCH DETAIL 7 SKYLIGHT CURB 2Aa2 — s FLAG POLE BASE — 3"s1' 2 1 ,,1".=1'-0- �' e TYP. PARAPET _ M_ 11,2"-1'-0" 112"-l'--O" 1 < ALUMINUM WINDOW UNIT- /�--METAL COPING ,^ FUTURE I FUTURE P.T. 2 x WOOD PLATE �- 3/4' HARDWOOD SILL _7 ARAPET FLASHING e -�--� 5/8 GYP. LID.- �•---�-- --�, I WITH BULLNOSE 36'-0" A.F.F. ,----CONT. SNAP CLIP 4 j FUTURE -6" METAL STUDS SHIM -fes 3/4' HARDWOOD SILL - _.. _ --COUNTERFLASHING P.T. 3x CONTINUOUS W000 NAILER WITH BULLNQSE ° a --- - - _._. A CONT. SNAP CUP- c CANT- -- R-19 BATT-� 6' METAL STUD., O 16 O.C. V. SEALANT - i CON(XtETE TN.T_UP r 4 �_/' R-19 BATT INSULATION INSCU'AT10N CONT'. SEALANT WITH 1/2' P.T. PLYW0O0 WOOD BLOCKING - ANCHOf?- PANEL / -� -FUTURE SEALANT SHEATHING TO DECK p SAWCUT ALTERNATE \� 4 '.� - i METAL PANEL. CANT JOINTS - SLOPE el \,�- + SINGLE PLY— cow LY— -I 70 EXTERIOR _ , '- METAL STUDS---` SINGLE PLY ROOFING ROOFING OVER RIGID ^ " ' I _ OVER RIGID INSULATION INSULATION ry ` �' f FUTURE gHj�� 6" ME L S UD. CURTAIN WALL CONCRETE TILT-UP 1' MAX. x 1/8 CUT Q r �. GLAZING SYSTEM n A PANEL 5/8' GYP. BD. _ n ----- - ,, - METAL DECK R-19 BATT INSULATION SEALANT - -_ -FUTURE -ALUMINUM WINDOW UNIT -WOOD BLOCk!NG SUSP. ACOUS. - METAL DECK ATTACH CURTAIN-- ANCHOR TO DECK f 6" METAL STUDS 1 CEILING `, N'ALL AS PER MFR. a n � CONCRETE I ALUMINUM FUTURE 5/8" GYP- BD. • ` RECOMMENDATIONS A TILT-UP PANEL ----� WINDOW UNIT - -. _�_ - ___ 1 �-FUTURE SEALANT CONCRETE TIL-T-UP� SHIM ���. 2301 � , PANEL DENNI_ R. WOODS y SEALANT 8" METAL STUDS O 16` O.C. h •V ' _ -- --- �ORF —V"� - l '�---R•-19 BATT INSULATION - -- OF Q � 4 i T � DATE:: ; rtl"�TYPICAL WINDOW SILL 12 TYPICAL WINDOW HEAD TYPICAL WINDOW JAMB a PARAPET AT CUR AIN WALL z FLASHING BLD. WALL „i,��96 — I 3" 1'_p• I 3"�1'-0' I �,'2 1 1/2"-1'-0" < 2 1 1/2"m1�-D" z DRAWN BY: A82 _ 30-1.-OW z A82 z � < 5 -` FUTURE t5/8" GYP. BD.-----,, RDP/BEB CHECKED BY: r---FUTURE '.5/8" GYP. BD. � -�'\ R-19 BATT INSULATION R-19 BATT JNSUL.ATION---��.,�I ,-`� � 7 - ---R-19 BATT INSULATION _ FUTURE 5/P" GYP. BD. 6" METAL STUDS _! I REVISION B" METAL STUDS —R-1S BATT INSI-111 ��" EDITION /-- - SPANDREL CURTAIN 4 J � .• i CLOSING 1 -6" METAL STUDS SPANDREL, GLASS- 6" METAL STUDS WALT GLAZING + 1 nArF: CURTAIN WALL_ I OFFSET /' FINISH FLOOR I SYSTEM lFINISH FLOOR SPANDREL GLAZING CURTAIN WALL �- SPANDREL. CURTAIN SYSfEM \ ' GLAZING SYSTEM FUTURE 3/4" HARDWOOD WALL GLAZ[i.G �` - SILL WITH BULLNOSE SYSTEM i FIRESTOP FIRES TOP �` I FINISH FI.OQR F7RESTOP -ATTACH CURTAIN WALL AS PER MFR. __ r 1 GAP `J�� �`` RECOMMENDATIONS I � 2't DEEP COMP. CHANNEL ATTACH CURTAIN jp rruTURE WALL AS PER MFR. -- ��' I tj I i i �'" ''r �iy� MACKEN2IE/SNTO!ALUMINUM RECOMMrNDAT10NS r._ _ ,, METAL PANEL rens ALL RIGHTS RESERVED FLAT BAR -- Fi" MEtAI. STUDS O 16 O.C. W/ __._ - SUSPENDED THESE DIUIVANGS ARE n+E PTR(O'$�EpR�rrn5/8" EXT. GYP. BD. SHEATHING SPANDREL GLASS `� - - - - - A)AND ARE NOT TO BE USED . jM MAcxM SNT ! ASSOCN i ACOUSTICAL CEILING Zo D (P IN MY I VmR, ExCIEPT rnnr I SINGLE PLY ROOFING �' ET METAL PANEL_- -. FUTURE 5/8" GYP, B0. I - 6' METAL STUDS O PR�ErvrtDTEN ve�wc;xM or M A , OFT`SET , 16" O.C. W 112" P.T. i" TO 2"/ ROUND-- OUND �`- - BLOCKING - CURTAIN WALL I FUTURE 5/8` GYP. BD. PLYWOOD SHEATHING ROCK BALLAST R-19 BATT INSULATION GLAZING SYSTEM r.X21 i I --SEALANT- 6" METAL STUDS 1 A8 , 2 " METAL_ DECK 'J - -�--- — -- L - i N 4 ---RIGID INSULATION � g ,r,..�. _ n 20 BOTTOM EDGE OF CURTAIN WALL, WINDOW HE�,D ----�--- - m BOTTOM EDGE OF CURTAIN WALL m FLOOR AT C UR i AIN WALL WINDOW SILL z - _._�. _ .2 AT EAST WALL. i 1/2 �, -n~ z Joe NO A�2 n r wFsr wAU_ 1 1/2"=1'_O' - 1 112"-1'-a" A� "-1'-0" A 3"�1'-0 3 25385 REMISED PERMF SET 12-16--96 -- 6640 SW Redwood BLIP 9f- 14 nf 25 .. .... _5;: n «..-+PIS'=.,....: .. .-aw. h01 T .d?h :r.- ,. .iurxdlSL1 �a4N4. .�.,�,_.,,�_,,f",�,�n�ioolft -'JOIN �11'jjjo IF THIS NOTICE APPEARS CLEARER THAN THF. OUT- 7 199R DOCUMENT,THF•DOCUMENT IS OF MARGINAL.QUAIIATV. MICROFILMED i lililil�lilil I°11lilillijlili; lilii;l�tilii ► Iiliijiltilil t Iiiitilllil�� I iililil1111111 1 IW�M�M C„� —� IIIiIIIIIIIIIiIIA litillnlllllt;_-�II{IrtillltililtnlltLll inl�tnl Inllull Illl�iln nlllnil nI11tLl-1�IIIIIIII!lIIIIIII�IILIInIItllllhnl f►Ilhultllllllulltnlllflltluilln,I,Hlinu Inllli�Illill 10111111 InihlSl lnillitl InIIIIII Llllln iIIIInIInItInIInIItIIIIII,IJI„I jr. Al I f : f, =s F. ... ...--,.,-.,... ..... ._......_.,„„_,_�-..- ...•,...,..rrrw..nn_+.+.,•ww,.,wr...n..wrwr+...-.«...rw.•r..r._+M•+w...... •a.+.+.n. r.w....................., 4..r< wnw•....r... «t..r r+....r..a.•..... a-w•.y.r..v ..w.�,yr• -+,.w.rr....« -. •M•+M.r•...n-....»...«.. •+w. .w.r.r.r•.+.. .•. ...,n ♦....,yw••..r..ww•.. r _ I,.w..._w+.wT..M+.... - r �. CL -s• sruD • 4'-0` O.C. MAX. sro FINISH-- ' R19 BATT INSUL- 'f-- MIN. (3) PER SOFFIT. SEALANT OVER DENS-GLASS STOREFRONT GOt-D BOARD - -FUTURE GYP. 80. --THRESHOLD O ENTRY DOOR W WINDOW SYSTEM M 00SEALAN ~ O r-- N Q J r 6" Mil_. STUD, (20 GA.) t `� c� 1 �' \ \ 00 O 24` Q.C. W/(3) 010 SLOPE � r` � �oPE- � --- - Q O x N TEK SCREWS EA. END �--[WE - I y[n CIA _ 10 TRACK. OR VERT. STUD A J 'Q d 03 M d r 14 GA. TRACK O LA_ 3/4"- EXTERIOR--J v 4' EXTERIOR- 4" EXTERIOR i V WALK O_ i CONC. WALK A CONIC. WALK V - 1 I NN n J SkALANT ;� N r a ' So (j C6 O 4m U M �► N o z ;° apo MTL. EDGE TRIM %" EXT. GRADE. GYP. --STOREFRONT" WINDOW SYSTEM -- - --. Y V N v w 3 EGGS I BD. 5c)FFTT, PAINTED --- � � a p o OF PANEL SEALANT BEYOND _._...�__._.__ ____._. ^4 THICKENED CONIC. SLAB CONIC. 6" - THICKENED CONIC. t O - a m >` o II SLAB EDGE � � 0 r �"- i �•---BACK EDGE OF 6` BOTTOM TRACK �- SLAB EDGE - � - SLAB EDGE ---- � Q O a a PANEL BEYOND N STORE FRONT SLAB EDGE a RETURN WALL • ENTRY s THRESHOLD ENTRY WINDCJW HEAD SOFFIT 3 _ - I - s � .... _.._. , _ —..-_- ____- 1 1/2•_1._,0. 1'-0" A9.3 AT ENTRY CONDITION 3"=1'-0" 4 A�•� ------6"0 PIPE RING 1 _EL&I VIEW --}(` CAP PLATES CONC. I IL I-UP PANEL 1)j-0 STEEL PPE- _ 1/2' SQ. BAR VERT. +�-AT Tw EQUAL SPACING INTERMEDIATE E kA1LS 3/t8 7.-0" 1/2' SQ. BAR VERT. MAX. A� O 4" Q.C. -BLDG. INTERIOR - -I/?- SQ. BAR VERT. INTF.RMEDIATk RAILS " z . .��•� ----------POWER ASSIST CONTROL FOR --f ONC. WALK 1� ARURAIL 1NTCRMEDIATE RAILS • 4' O.C. THIS SIDE ONLY 10 T O 11 1 - 3 i + - f --_ ENTRY DOORS (SOUTH BOLLARD �` BEYOND - - O 4' O.C. 8' -3' , • O I ONLY) I -1}4"0 STEEL PIPE 1}� I STANDAko- I I b � 1 TREAD NOSlN STEEL SIDE PLATES I I , ,' I PIPE HANDRAIL cr 1 I ►� JIl -.- �� I_ L ` 1 11 ti M TO PROTECT POWER ASSIST '� _ - -" ---- _ BOTH SIDES NO,.: dAR ` I s CONTROL. VERIFY DIMENSIONS ASPHALT TRANSFORMER / 1_r -F - - / �` l J_ _ W T-' IRS I� i r'- - WITH CONTROL. MANUFACTURER. ••� -�--, ` (� I ` PAVJN PAD w_. - - 4'-0" I I ( J �f �`_ C= OUND LEVEL r \ --8"0 STEEL PIPE BOLLARD. ' TRANSFORMER i -_. _ _ _ j o BEYOND ;/ �' a BEAYCWD -' CONCRETE FILLED TO 24" A.F.F. _. I' '}� ___. l PAINT TO MATCH STOREFRONT f— ? _•,. lk_ :; �\` 181.32'. TRANSFORMS�j �I - y �]i~ i tQ 6'-0" HIGH CHAR- /�/ * LINK FENCE -, I • I • o t I W/ SLATS J 1 6 I ' CONIC. I CONIC. PANEL - l �\ in p /` ' i +• � .- i p s SIDEWAIJc IJ_T -' '� - L5x3x!/4x4' AT 4'-0" O.C. BLDG. FTG. BEYOND 1t' '.i N I. / ' f�.�Tl.. i►. N ,. ! . �;_• a—]1] u�i ori--�i'_ WITH 3/4- 0 EXPANSION b • E' '.,� -1 - ; 1 ANCHORS TO CONCRETE PANEL 1 ' --CONCRETTE SIDEWALK p+1's O t2" F.A. WAY it AND (3) #10 TEK SCREWS a •,I • 'I �� -lit - - j7 '-0" HIGH CHAIN LINK r ! I TO STUD. +T •� '•I .. a 16 CONCRETE PAS , • ' -�16 ONCRETE J •I (UNREINFORCED) GATES W/ SLATS 8 A.F.F. i_ J1.1 4' CONC. 51.1 .--24'0 CONCRETE FOOTING SPHALT PAVING _,L����'r_.�_.�. SIDEWALK -COMPAC:�FU FILL 04 O RE SECTION " UTLIRE SUSP. CEILING - g STAIR SECTION 1p TRASH ENCL SCJ ENTRY BOLLARD �) e SECTION THRU TRANSFORMER_ l —3 3/4"=1'—O" A8.3 / a � 1/4w 11-0" I 1 4"a1 -Q" � r 20'-0 + + J f TURE GYP. BD. 1 p ' L3.3 STO FINISH OVER-- DENS--GLASS GOLD BOARD _ W .ONC. RFTAINING W'r�LL + RE YCLE + EXIST. TRASH 1 b �, I ENCLOSURE LANDSCAPING-7 " 20 GA. STUDS O 2'-0" 0.C. Q BUJiDIN 1 � 3 ' 6'-0" HIGH CHAIN LINK " ;� `t FENCE W/ SLATS 14 GA. TRACK W ,. •.' , ', �" `� ' POWDER DRIVEN I f / — 4` EXTERIOR CONIC. WALK- I <INCHOR,, O 2'-0' O.C. -�45PFiALT PAVING 1 I 1301 Csi pENNI R. WOODS \SE' TRACK IN SEALANT t 11J►N , DREG � -- y .• z tf'1�� ON CONC. CUR �a a /9, DATE: 6" 20. GA. PRE-FINISHED-- GALV. FLASHING o TRANSFORMS I DRAWN BY: 8'-0" x 8'-0' 1_'4,USA i CONC. PAD . .. I FDP CHECKED BY: 4 8" o' ,�o" D R W 8.3 CONC. RETAINING WALL _ A� REVISION EDITION g INFILL WALL SECTI0�1 _ �° TRASH ENCLOSURE/TRANSFORMER g r KATE iN CLOSING SAB. �-- _ - 3/4"=1'-Q" Ei PLAN 0o a v H rl MACVEN7IE;'-,AITO• ASSOCIAIES,P.0 )9aS, AU RIGHTS REqFRVED THESE ORAWINf•'S ARE 04- PROPERTY OE MAE.kEN7tE 5AlT0 k ASSOgATrS.P(,1MS A))ANU AR NO TO RE USED OR REFRO UUCivt IN ANY MMINER, F'fCIEPT 11'17"THE PRK)P WRITTE N Pi RMISSIDN Ili MS A \ � J SHEET a r A8 . 3 L7 A 1 O JOB NO. x 295385 REVISED PERMIT SET 12-16-:= Frao SW Redwoo,i M— __— - ---- ch 4 h1 6UP 9sdm S IF THIS NOTICE APPEARS CLEARER THAN THE U(.T i 199A 1H)CUMENT•THE DOCUMFNT IS OF MARGINAL QUAIATV. MICROFILMED Jlllll III ill►Ili1illll I Illllllllllll I'Iltltll�ililllt tlllllijtllll I IItIrl1lhll I'llllill�illlt 1111111111111&1111111Jill-I 1111111111111 1 IIIII+Illltll IIIIIIIIIIIII{. --4,t I-'--� M110[RI d1RN _TIff 4 11 to _ -�-- ' Ilillll►illllll Illnli!nliinnhlll!tnllunpnllntl nninn unlnttllnli�nllnnlnn nnhnlhnlllut Inllnn II►Ihultunhnllnnlnnmulullltlnhnitlntlru,tln,I�nl nulntl nnhnl nnlnt:nnhm nnhnr unhut tntlnmm�lnn ulllnntrrningtl�l a n . I. t -y:. ... �y* �V 1,. - �..�.wr•�,•�r�.r��r,�.. .,�wr��..ewr�r w.�r..� .u..,r�rw.s.�. P • _._ATIO : ARBRE1�iATl�l^ 0- GENERAL STRUCTURAL NOTES - _--- All A :w DOLT __ SITE CAST TILT-UP CONCRETE WALL PANEL METAL DEECI( AFF ABUVIE F1NISiFH FLOW N vY In DESIGN CRITERIA J 00 FOUNDATION -�.- Air ALTFHNATE O 1. t►►NiSS NOTED OTHERWNSf PANELS 5?K)WN ON DRAWINGS AF>f<' -q IE i. MME7AL DEX SHALL OOWCIRM TO THE SPECSICATIONS OF THE STEEL DECK ALUM MAP 40 tV 1 C;OVfJR1dlNG; BUILDING CODE: 1994 UNIFORM BUILDING CODE. WITH t. IIJE SUBSURFACE INFORMOATKIN AND FOUNDATION DESIGN ARE BASED ON ANOD ANODIC A REPORT PREPARED BY (MEOEJNClWE1^iRS L1E0-TECHNICAL GOfNSILTANTS, PRECAST ON SITE, TAT--LMP ')ONCRETE WALL PANELS 9NSTITUT'E. I AMENDMENTS ARCHT APPROXIMATE ` y C FiLL NOL 2361-010-P3e. Rk"T DATED APRIL 1. i994. THE CONTRACiOR ARCH'L/A+?LTd ARL7iITECTLJRAI ~ � x � 2 GRAVITY UVE LOADS SHALL F'E7HtOR11 E7GCAVAT10N5, FOOTING OON$TRII(TI(NN AND PREPARATION 2. GENERAL NOTES SECTICM& 'CONCRETE' AND 'STRUCTURAL STEL' FOR L COMPOSITE FLOUIT Ai10 ROOF UFCKS 3dALL BE VULCHAJT TYPE 3VL1 OR 1,5V4 • AT O LY5 M ROCIF Z5 GST SHGF& THE 9*ORSUBGRADE UNDER TNN, SLAB ON GRADEST N AGCORUMNP PARWITH CQW;RETE, RE9 ORCLMIENT BARS, EUNDLED PLATE. AND GROW SPECIFICATIONS AS NOTED ON THE DRAWINGS, 'LO GAGE OR APPROVED EQUIVA INT. SEE PLANS _jj (SNOW AUIIll t►P IN ACUC<iDANCE PITH I9e4 lH1C APPENDIX CHI 10) THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT AND fit TOTAL SLOB DEPTH REQlI1REJ B/ BOTTOM nF G7 ` p THE PROJECT SPECIFICATIONS a THE CENTERLINE OF SINGLE MAT CE7NTEHRUAIE OF THE STRUCTURAL ST NESS OF THE PANEL. PANELS WITH a NON-COMPOSITE ROOF DEC( SHALL. BE VAULCLA-T TYPE 1.56. 20 GA-3F OR THE BN BOIMIDARY NAIL O Q +moi FLOOR(S) B'fWN BETWEEN 2 THE FOUNDATION FOR THE STRUCTURE HAS BEEN pES7C7Mlk7J it7R AMI TWO LAYERS OF MAT STEFI SHALL HAVE A MAT 1-1/2' GEAR ON Dif APPROVED EQWVALENT. ,.��( � THP. FLOOR e0 PSF PLLS 21J PSF PARTITION LOAD OLD BUILDING `V' c • M EXiT FACILITES AND CORRIDORS . , . . . . . . . . . . i00 PSF s1 �'"TABLE SOK-BEARING PRESWRE CF AM PSE. OUTSIDEVA71 FADE AND TTI CLEAR NF THE. INSIDE FAQ SEE PANEL QEVATO1d$ fY)Ft ADDITIONAL REINFORCEMENT REW1Rf.M1lZVTS 4. lUNIiTGY NOTED OTHERWISE ON FLAN, CONNECT [>ECK1wKr i0 St1PPORTiNG BUGG BLOCKING - +O OQ L:� FILE STORAGE 120 PSF PLUS 20 PSF PARTITION LOAD J. FOUNDATION CONDITIONS NOTED OUR" CONSTRUCTION, MICR DIFFER MEMBERS WITH 1/2' E1FEvTIVE DIAMETER PUDDLE (FUSION) kit-amUSING am BE" O • � � • FIZNM TRIOSE QESORIEMtIJ IN THE GMFOIELIdhICAL REPORT BULL BE 4. PROVIDE 2-/6 CONTINUOUS A'f THE TOP, BOTTOM AND SiDES OF EACH 30/4 PATTERN AND AT NI' CENTERS AROUND ALL DECK EDGES USE NLD 8077 BOTTOM •n REPORTED TO THE STRUCTURAL ENGINEER AND/bt ►HE GEOTECHNICAL PANEL AND .AT THE HEAD, JAMBS AND SIU. OF EACH OPENING AND EACH KA9dlRS ONLY 11 REC011MEHNOED BY MANUFACTURER. r R FUR THEA CONSTRUCTION IS ATTEMPTED. FUTURF KNOC7t-OUT OPENING IN THE PANEL OIG BEARING ~ C a sElsMlc EiNQINEI BEFT)RE V) C '�(."c �� ��(� 5. ALTERNATE TO PlJ00lf WELDS HIL 7t E1�NP[,/ENPh2 LOW VELOCITY PUMOr�iC.) CONTROL JOIN p SEI`UIL ZdNE 3 4. CONTRAGiOR YgLL FKtCViOF FOR OE-WATERING OF EXCAVATIONS FROM S GROUT SOL10 BETWEEN FOOTING A PANEL BASE AFTER TILT-LIP. ALL STEEL ACT7VdTLI) FASTENERS USING MINIMUM !6/� PATTERN AND AT 6' CENTERS it (�pffk7N UNE T \ p G � � F H IMPORTANCE FACTGM. 1 . . . . . . . . . . . . 1.0 EITHER Sl1RfAt GROUND. OR SR7FACE WATER. SHIMS AND THOS PLASTIC SHIMS COMPRISING LESS THAN 5X OF THE PANEL'S AROUND ALL DECK EDGES w d CO G `O BUILDING TYPE Rr (C:ONCRIFTE BEAROG WALL) . . . . . . . . . { BEARING AREA MAY BE LEFT IN PUVL COR GEAR G CV SOIL TTl'E, S . . . . . . . . . . . 1.2 8 ALL ABANDONED F007lNGNS, UT7UTTES, FTC., 1YAT INTERFERE WI'f1i NEW 6. WADERS SHALL BE AWS-CERTIFIED fCMR !IOF:T--GA(IE YIELDING, CMU CONCRETE MASCNNRY UNIT • m C7/CJ GYMNSTRIX T70N SNAl1 61E REMOVED. CUL CCINLW N 0 6. THE GENERAL CONTRACTOR SHALL REVIEW AMD V13RLFY ALL PANEL CONE CONL7tE7E O p 7. UNLESS NOTED O'rt*-RV43tE ON PLAN BUTTON PUNCH 51UEL.APS AT 2'-0' Di&&MONS. OPENINGS, BEAM AND JOIST POCCET LOCATION% HELD PLATE CONN CONNECTIONW :3U JL SITE PREPARATION ANO OVEREXCAVATiOh/RECGMPACTION CE SOILS SHAT LOCATIONS .UID REPORT AN' DISCREPANCIES TE) THE STPUCTURAI ON CENTER, ON A tl' O.C. L� (1SANC ALTERNATE TO PlN)tILE WIELDS CONST Jr CGIISTNH/CTICNN XAMT BE PERFORMED W A(XXUkDANCI WITH RECOMM1FlNOATONS PkESUNTEt7 IN ENGiMEE7R PRIOR TO CASTING PANELS CONT OONTMNJOUS 0 C THE sDQ.s NREPORT REFERENCED ABOVE LX)(MRO UaoRl7wAn ° U 7 VW(ASED FDGES OF PANELS SHALL BE C A.MFERED, EXCEPT AT THIN ORION CSK 4. WIND AND CNSTALLA 71CYl OF ALL VE]NFFR FACED EDGES. Clk CENTER 7tSIN1C V c) O BASIC WIND SPEED . . . W MPH 7. CMTRACTCJR SHALL PROVIDE FOR DEDGN CTR CIEIN'fER L U:7 O CL EXPCLriTIRE 8 CRIBBING. SHEATHING, AND SHORING REQUIRED r0 SAFE!. Y RETAIN THE u. O JMPC1kTAN(F FACTOR 1 . 1.0 E.ViH1H BANKS. e. SOI' ARCHHiTF:CDJRAL DIIAW(NGS FDR PANEL FlNISHES, REVEALS, CNAME'ERS. 1 LIC, SPECIAL IN9PECTi)N d DOUBLE OBL DO1181.f OBA DEFORMED BAR ANCHOR D. THE PANELS HAVE Sf0A DESIGNED FOR THE iN-SERVICE C.'OW)ITiDNS ONLY. IN AOCOROANCE ONTH UBC CHAPTER 17, THE FOLLOWAG TYPES OF WOW REQUIRE OF DOUGLAS FIR THE GENERAL CONTRACTOR SHALL sx "1•SPON`IOU FOR THE PANFl LIF-,IMG SPECIAL INSPECTICIN. SEE THE SPEC+FiCATIONS AND DRAWINGS FOR ADOIFIONAL DIA/0 DIAMETER CONCRETE -- Dt5I0N AHD METHOD. fifL`UTREMENTS FOR INSPECTION AND TESTING. DIAPN UIMHRAQI nw owElvseAN GENERAL I. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING 1Cx LIFTING INSERTS VIS1Bl# AFTER FINAL CONSTRUCTION SHALL lE QAICIEU �' �� DI_ DEAD LOAD LABORATORY AND REVIEIIETJ BY THE ENGINEER. 1440" C OARS'F AND FINJNSE S MEET THE AFTER AL C APPROVAL ITFA1 PEER CHAPTER 17 pESMPIrrION 1. THE PRO,ECT S7PECLFICA!CONS ARE NOT SUPERSEDED BY THE SIWUCTURAL AGGREGATE SIZE IS 3/4 INCH. M!X UESIONS SHALL W SEALED BY A CIVIL �-_ s '_ I» DO DiTTO NOTES CONSULT THE SPECIFlCAiTONS FOR ADDiTONAI. REQUIREMENTS IN FWANEEF LICENSED IN P-W STATE CMF THE PROJECT. I. COWJWTE -� -3TWICTURAL CONOVIT ON DOWN NOTE SECTION. NOTES AND DETAILS ON THE DRAWINGS SHAD. TALE 1.. TEMPORARY MAC1N0 OF PANELS SHAJ_L NUT BE REMOVED UNTIL AFTER - _ DP DEFY EACHPRECLDLNCE OVER THE GENERAL. STRUCTURAL NOTES AND TYPICAL DETAIIS 2 AGLRE.GATZ FOR NORMAL. WIGHT CONCRETE SHAD. CONFORM TO ASTM C:33. THE SLAB LEAVE OUT BEEN BEEN POURED MMD THE ROOF DIAPHRAGM OWL DRAWING CONS-RUCTION HAS BEEN OOMPIETED. 1 BOLT'S INSTAUFD W CH]NCPETE -NEDC7E ANCHOR AND EPOxti AGP(AEGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C.S30, *#EGRORElI BOLT INSTALLATION DRAWINGS DWI& DOWELS 2. THE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BE'JAE CONSTRUCTION. PORTLAND GEMENT SHALL BE TYPE 1 OR TYPE II ANO SHALL CONFORM TO --- ---- ---- INHERE INDICATED ON pRAWINCS � k EA EACH THE ARCHITECT SHALL BE NOTIFT© OF ANYUISCREPANCIES OR ASTM C150. I 4f INFaRCING STEEL. -.REINFORCING SiEtl PLACEMENT EF EACH FACE.-INCONSISTENCIES IN FOUNDATION, TILT WAIL EJ(TTFICYR INSULATION3. ADMIXTURES MAY BE USLI WITH PRIOR APPROVAL OF THE ENGINEER. STRUCTURAL STEEL �r _ EIFS PANELS R TOPPING SLABS F7NISA1 SYSTEM a DO NOT SCALE DRAWINGS; COORDINATE DIW NSIONS WITH ARCHiTECTURAL ADMIXTURES USTS) To WCNEASIE THE WORKABILITY O THE CONCRETE _ DRAWINGS SHALL Nor BE C(1NSIDERED TO RELKICf THE SPECIFIED MAt: MINIMUM MET 1. S7CTURAL STEEL ROILED SHAPES :04A11 BE DUAL (,ERTIOLD AND CONFORM 4. RIDING -ALL FIELD WELDING ELEV ELEVATION CONTENT. CALCIUM CHHUXRIOF SHAH NOT BE USED. TO ASTM A.1Ci AND ASTM A571 GRADE 5O OTHER SHAPES AND PLATES SHALL ' __- -ALL SHOP WEIDPNG ELEEN CT ELEEDGE 4. ALS WORK SHALL CONFORM TO Pff MINIMUM STANDARDS OF THE UNIFORM CONFORM TO ASTM A•Itl BUILDING t.Y)OE AS AMENDED AND ADOPTED BY THE STATE OF OREGON 4. COMFPRES5IVE STRENGTHS (>F CONCRETE AT 2l9 DAYS SHALL MlE AS FOLLOWS Hl(wi-311RE/NCITH BOL':3 -STRUCTINRAI. STEEL. BOLTED EOP EDGE OF PANEL. } BURL EDITION - THE STRUCTURAL OPTED TY OOOf EDGINGS ANC STAB ON GRADE J000 PSI 2. STVUC;'fURAL STEEL PiK SHALL CONFORM TO ASTM A63, TYPE E OR S CUNNECTIONS PER EO EQUAL W CONCRETE FILL OVER ON R DECK 300 p51 GRADE B OR ASTM A301. MIU TEST REPCMRTS FOR Sn::L PIPE SHALL BE UBC CHAPTER 22. DMSI N N ELN EACH WAY NG 0. SEE AR04PYCTURAL DRAWINGS FOR THE FCXLOWKMKJ: TILT--UP CONCRETE WiLL PANELS 3(X10 PSI SIJeM1T1fD FOR APPROVAL � EXP ETOSTISI e. SHEAR CONFECTIONS -BORE DECK r0 FRAMWO EXP JT/TJ EXPANSION JOINT o. SIZE AND LOCATiON Of ALL OPENINGS. EXCEPT AS NOTED. i•• 0. SIZE: AND LOCATION O' ALL iNTERIOR AND EXTERIOR MON-BEARING S MIXING TRANSPORTING, ANO PLAC'NG OF CONCRE7L SHALL CONFORM TO a STRUCTURAL STEEL TUBING SHALL CONFORM 10 ASTM ASCO. GRADE 8 -SEAR STNS (OR ALTERNATE) EXT EXTERIOR � ' MR 7P FRAMING PARTITIONS ACI 304R-195 AND PROJCr SPECIFICATIONS ALL CONCRETE SURFACES (FY 46 XSI). - a SALE AND LOCATION OF ALL CCINCREfr CURBS. FLOOR DRAINS, SLOPES AGAINST YMHICHI CON(HRETF ►S TJ Bf PLACED SHALL. BE THOROUGHL► 7, GROUTING -OOLl11/N BASE PLATES F/ FAGS OF DEPRESSED AREAS. CHMMMS IN LEVEL. CHAAA'FRS GROOVES. INSERTS, W-MIFT'i. LAITANCE AND .STANDING WATER SHALL BE: REMOVED, 4. ANCFKXT BOLTS SHALL CONFORM TO ASTM A301. OPLL NOTFD OFHERWiSE. -_ ---�-TiLT-PANEL. TO FOOTING FB MT BAN FIN FINISHED ETG d. SIZE AND LOCA'f1ON OF AiL FLCTOR AND ROOF GPLNINGS, EXCEPT AS 6. ALL RI:INFORCINC BARS, ANCHOR BOLTS. MND OTHER CONCRETF INSERTS 5. STRUCTURAL STEL]. DETAIIJNQ R STRUCTURAL AND f7RL BUIL SHALL. (XMNFC)!RM FUR FLOOR SHL-M. `JOU. BE WETL SELXURED IN POSITION PRIOR TO PLACING COMH.RETE. f0 THE RISC 'SPfCIFlCATON FOR STIR/CTTNRAL STEEL llUI1DM(IS - FN FACE NAR.ON •. FLOOR AND ROOF FINISHES PROVIDE STANDARD BAR CHAIRS AND `SPACERS AS REOUIRED TO MAJNTAJN ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN.' INV EDITION, WITH FOC FACE OF MASONRY G STAIR FRAMING AND DETAILS, EXCERPT AS SH(%VN. CONCWETF PROTECTION cPECI]FIM. MdE?IDMIE1rTS. AND THE AMSC 'CODE OF STANDARD PRACTiCE FOR STEEL. FOIL FACE OF MASONRY 9. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. BUILDING,..: AND DR(OE-V G1ie6 EDITION WITH AMENDMENTS FOS FACE OF WALL. FOW FACE. OF WALL IL WE MECSHANICAL. PLUMBING, AND ELECTRICAL DRAWINGS FOR THE 7. CONCtE)L COVER PROTECTION FOR WINF'ORCEMENi BARS SHALL BE AS 6. WELDING SHHAL CONFORM TO THE AMERICAN *jDfNG SOCu:TY SiANDARD FNV FOLINDATiON !'(GLOWS (SEE A.C.I. 316-86 SECTION 7.7 FOR CONDITIONS NOT NOTED.) DIA LATEST EDiTl(lN. FLF_CTRODES FOR SHOP AND FIELD HEEDS SHALL FT FFET/FOOT rOLLOWINQ F'IPE RUNS SLfEMLS HAND TRENCHES, WAIL AND STAB 1/PENINCV, a CONcRM' CAST AGAINST AND PfRMAHEINTLY EXPOSED TO EARTH .3' CONFORM TG AWES A5.1 OA AWS A5.5. GLASS FMXX. S.13MMIT SPECIFICATIONS FTG FOOTING CL Et(:. EXCEPT AS SHOWN OR NOTED. b. CONCRETE EXPOSED T'0 EARTH OR WEA7HIR CIF PROPOSED SUBsTITUTE FILLE=R METAL FOR APPROVA' GA GAUGE E ELECTRICAL CONDUIT RUNS. BOXES, OUTLETS IN WALLS AND SLABS. BARS /e AND LARCIE R . . . . . . . . . . . . . . . . . . .2- C. CUNI 'EfE INSERTS FOR FIXTURES BARS 1P AND SMALLER. . . . . . . . . . . . . . . 1 1/2' 7. SPUGtiNG OF STRUCTURAL STM. MEMBERS YWERE NOT D.TAILED ON THE GALV GAI.VANiZED d. 512E ANLL LOCATION O MACHINE OR EWIPMrNT BASES ANCHOR C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTAC, AITH GRCUND: CONTRACT OOCAK.N17S IS PROHIBITED WITHOUT irlE Pr 9R APPROVAL. OF LEN GENERAL' BlZF FOR MOTOR MOUNTS. SLABS, WALLS, JOISTS - /11 BARS AND SMALLER- . . . . . . . . 3/4' THE STRUC"URAL ENO9*TR AS TO LOCATION. TYPE G SPUC;E AND GIB OW LAM BEAM BEAMS, COLUMNS - TIE'S. STIRRUPS, SPIRALS . . . . . . . . . 1 1/2' (X)wINFCTiO'1 TO IIF MADE. (A GRADE ~ 7. METHODS. PROCEDURES. AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY' OF THE CONTRACTOR. LTE CONTRACTOR SHALL TAKE AL1. e. NEINFORCING STEEL FOR CONCRETE SHALL BE GRADE 00 AND SHALL A. HEADED CONCRETE ANCHORS ']TALL K ►:a1SON WADED CONCRETE NDR HEADER NECE'55ARY PRECAUTIONS TO MAINTAIN AND ENSTURF THE INTEGRITY OF CONFORM TO ASTM A615 OR A7C16 FOR WELD TYPE REINFORCING STEEL ANCHiORS (OR APPROVED EQUAL), AND SHALL CONFORM TO ASTM A1D0. HGiFM kAMKIER THE STRUCTURE AT ALL STAGES (V COM.'RUCrlON. REINFORCING BARS SHALL NOT BE TAC( WFIDED, WE71)ED, HEATED OR ANCHORS SHALL BE: AUTOMATICALLY EMD WELDED WITH SUITABLE STUD HORR/HOR HORIZONTAL W CUT UNLESS INDICATED ON TNF CONTRACT DOCAWENTS OR APPROVED BY WADING EOUMNONT iN n4F SHOP OR IN THE FIELD. WELDING 94ALL BE I'S HEADED STUD HALL CO R d THE CONTRACT STRUCTURAL DRAWINGS AND SPECIf7CAT1ONS Rf:p.WSENr THE STRUCTURAL ENGINEER IN ACCORDANCE WITH THE RECOMMENOAriONS OF RE NELSON STUD HSB HIGH STRENGTH BOLT ! THE FINI94ED STRUCTURE. THEY DO NOT INDICATE THE METHOD (M WELDING COMPANY. HVAC HEATING. VENTILATION AND z CONTRACTOR SHALL PROVIDE ALL. MEASURES 0. WElD1NG REINFORCEMENT BAR`,, WHEN APPRO CONSTRUCTION. THE WD BY THE STRUCTURAL ENCUNEE . SNF't:NN iO THE AMERICAN WELDING SOCIETY STANDARD AIR CONDITIONING NECESSARY TO P'ROTE'CT THE STRlOC1URF, YIORKERS� AND VISITOR_. CURING 0. IOEFORIE'D BAR ANL3HUR5 {DBA) SHALL LE NELSON OLIYORIED BAP ANCM�RS HWS FdEAdIEl) WELD STUD _j CONSTRUCTION. SUCH MEASURE SHALL INCl_UOE, BUT HOT BE LIMITED) TO. Dl 4, LATEST EDITION. E70XX ELECTRODES SHAT L BF USED IN WELDING (OFR APPROVED EQUAL), AND SHALL IEE MALE FROM ICOM' CARBON STEEL a DE BRAUNC., SHORING FOR CONSTRUCTION LOADS, ETC. VISITS TO THE SITE A706 REINFORCING BARS TO A36 STRUCTURAL STM_ CONFORMING 70 ASTM A406. AMChiR3 SHALL BE AUTOMATICALLY END- ID IF INSIDE FACE DIMENSION BY THE STRUCTURAL. ENGINEER SHALL NOT INCLUDE REVIEW OF THE ABOVE WELDED WITH RATABLE WELDING EOAPRIENT W THE SHOP DR iN THE FIELD. W DETAfUN, OF CON(,'RETCE F REiNFORMh"T BARS AND ACCESSORIES S HAIA WELDING SHALL BF IN ACCORDANCE WITH THE RECJMMLNDATONS OF THEITNTT NINSULATIONINTERIOR ONLj (XIW70RM TO THF RECOMMENDATIONS OF TIR(' A.CO. DETAILING MANUAL, NELSON ST(1D MELDING COMPANY. ITEMS. 9. OPENiIGS, PCKHCETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL ACI COMMITTEE 315, TO0e ELEMENTS UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE 10. COMPOSITE BEAM SHEAR COwINfCT(aiS SHALL BE l7TFEIR: XT JOIST STRUCTURAL ENGINEER. .1. GROUT SHALL BE NON-SHRINKABL.F GROUT CONFORMING TO ASTM Ce27. A) *" DIAMETER ■ 436' NE].9ON Sit. SHEAR CONNECTORS OR APPROVED EQUAL JT JOINT `�• F_. AND SHALL HAVE A SPECIFIED COMPREMSIVE S,;RENGrH AT 2e DAYS OF B) HA71 X-Hk'1V SWEAR CONiNECfOR INSTALLED PER MANOFACTl1RER'5 AG 10. CONSTRUCTION LOAD (MATERIAL AND EQUiPMENT) SHALL NOT DCCEED THE 3000 PSL. PRFGMROCITiNG OF SA`E 03LATFN WiLL P10T BE PERMITTED, RECOMM17MOATION., A'IrFI EN012 LOW VETOCIIY POWE7R ACTUATED L LB LAG BOLT d DESIGN UVE LOAD PER SOU GRE FOOT. PROVIDE AOCQUATE SHORING AND/ FASTENERS. AT (3) TiMES THE STEN) QUANTITY G urC�T'.D. LL UVF LOAD L OR BRACING WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. 12. FORMS FOR CONC7RM. SHALL LAID D OUT AND CONSTRUCTED TO FPROVIDT LLV LONG LEG VFJRTlCAI. a FOR THE REQUIRED CAMBERS ODES � 1 L.M.. L.ONGIT LONGITUDINAL 11 IWIEN A DETAIL IS 10E4TIFIED AS 7YPIC:AL. THE CONTRACTOR SHALL APPLY THIS DETAIL IN ESTIMATING ANDCUNSTNC710N TO EVERY UKE CONDITION13. CONDUIT OR PIPE SIZE (00) SHALL. NOT EXCEED 30 PERCEINT OF SLAB Vy lONPOINT WHEAN rWR OR NOT THE REFERENCE IS MADE IN EVERY INSTANCE. T MNESS AND SHALL BE PLACED BETWEEN TOP AND BOTTOM REINFORCING, LMC UONTYtNEiC7CT CONCRETE V I UNLESS SPECIFICALLY CETAHt:D OTHERWISE. CONCENTRATION OF CONDCUirS MAS MASONRY OR PIPES SMALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE PROVIDED MAiL MATERIAL MAX MAXIMUM 14. PROVIOE SUPINES FOR P'LLAAIBINO AND ELECTRICAL OPENINGS IN CONCRE'T'E MB MACIiNE BOLT 1111 ICAL BEFOPE RACING. CONING THHIN)UGH CONCRFTE IS NOT PERMITTED EXCEPT Mrp MANUFMECHAACTURER wfrRF SHOWN. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS MFR MANUFACTURER ; I N07 SHOWN ON THE DRAWINGS. MIN MINIMUM MiSC MISCELLANEOUS PR 13. CXUF!IWY; COMPOUNDS USED ON CANCK7F THAT IS TO RECFHVF A REIM.IENT MIK HARM, s 0 1 NM � THE FiNISH SHAHl BE APPROVED BY THL TILE MANUFACTURER BEFORE USE. NIC NOT M CONTRACT N0.// MUMLXR NON' NOMINAL fI NTS NOT TO SCALE 1 , OC (MI CENTER aD GxN rsTOE DIAMETER L 8. OF/OSF OUTSIDF FACE OH OPFOSITE HAND i OPNG 0;PE%0G DATE: OVHD OVMIEAD 10/28/96 d Pi PPAKI .IOiNT DRAWN BY: i PLYr►D/T'1_Y JPLY1R000 NAE PS POUR STRIP PSF POMDS PEIT SQUARE FOOT CHECKED BY: PSI POUNDS PER SQUARE INCH LBO PT PRESSURE TRFA70 REVISION REF REFI 4ENCE �' EDITION REINF REINFORCING T CLOSING, REO RE:Qt1iR£0 g � DATE: REV REVISION R� R(KIGH OPENING SCxH/SCHED SCHEDULE SHrc SHEATHING • Sim SIMILAR SL SHORT LEG VERTICAL SP/SPA SPACE(D)(S) SPEC SPEFMCATiON STAGG STAGGERED STD STANDARD ST" STiFFENER TW TOP AND BOTTOM T/ TOP OF Td1G THICK(NM) TL. TCTi11 LOAD MACIONZPF/SAITO 1 ASSC"ATES.P 1. IN TOE NAiL POCKS, Au RIGHTS RESERVED TOF TOP OF F0077NO THESE DRAWINGS ARE vqOFERTv or TOS TOE' OF SIM MACXENAPPI SNOT R A D FC(us 4 A AND AR NOt t0 RLE l Q REFRu- `�1 D D NI ANY AMNNER EXCE'P'T YIITM t16 Al TOW TOP OF WALL PRIOR I MTTTN FCRMI3IilrM(Ir MS A TRANSV TRANSVERSE SHEET TS TUBE STEEL i rYP TYPICAL lloW,�l1Na L/NI.£iS OTNERNSE TvnTED U/S UNDERSIDE �l S VERT VERTICAL sl 00 W/ WITH �:} fro WOAD I W/o WITHOUT OF Ari 1 WS WATER STOP WDM' WODM WiRF FABRIC ,)0B 140.��- s 295385 !940 SW Redwood "r r ! „P �3H1 �. -- REUSED PERMIT SET 11-�16- 6 of 25 ' ...: ,'.. ...... .. .:.:,.., ... ..:......•.-...•..._.•+.......w...y. :.,..:,...va ..,;....w.+.u.,wA...-.:.Lu41r.+.M.•....:♦..w..n......,a✓M... �.j•..:•L' .+..'�AF��..M:.:.wr.....:y1iv.... ...,p,.... IF ThIS NOT'cF APPEARS CLEARER TtIAN TNF. ft'r 7 MR I) HC'IIMFNT,THE DOCUMF,N7'IS OF MARGINAI,VI)ALI rY. '.MICROFILMED � i�i�i�t�i�i�i�i i�i�i���i�i�i ! ilil�ii���i�i i i�i�� i��ii�, ► i�i�il��t�i�i i i�����ifi�i,� I i�i�i�t�i�i�il► 1 ti��i���ili;; �I�lil��►1l�►i S D MNCK MACE RI CNIN_A _ titlltit tlllllitl tttlllttthtii'lut!Ilnlitttlutthm n►dtul t!nhnl tltillm nithlll nnhitlinlllnn InHIttII nnhnihnllnnhlnlnninnlnnhnllulltulihlntnnlnn,nllllul Iinhttl n)I!tisl mtlull�ilim i 0,� ti,�L���srr,�:.S rrirVwrv. • .- .: .. -. ,.. . : '.. a .... •. :.. „ _ F, C - ..I' i ,,.r�'++ Y1r. r. • -. n . �:.... a n'1,6.1r'•; :.�'".. �i 1r14...i�.{::' .�'- a...`,. .� } � "�t�,I 43/61" 43/64" MIN, 59/64' OJES: MIN. "OMBINE AAIN. i YP. I TRIM BARS 1. SLAB OPENINGS WHICH ARE CLOSER TO ONE ANOTHER THAN THE UJAMt"TER NATE: OPENING OR LONGER SIDE OF THE LARGER OF THE TWO ARE CONSIDERED TO FGr•V A D - 6d FOR 03 THRU #8 TRIM BARS - - COMBINED OPENING. E SI Dow 10 FUR /9, X10 /11 r � x 1. THESE DIAGRAMS ARE FOR COMBINED OPENINGS WHOSE LARGER DIMENSHOr• D m 10d FOR I4 It e � DOES NOT EXCEED 3 0 . SEE PLANS FOR OPENINGS l f,RGER THAN 3 D D 4d FOR TIES, /L3, µ tlr � M 3. TRIM BAR EXTENSION PAST EDGES OF COMBINED OPENINGS SHALL BE V-O'• v W a� ,n ,o FOR #4 BARS AND 1'-6 FOR #5 BARS. LAJ 00 � \ -COMBINED 4. DISPLACE SLAB PRINCIPAL REINFOkCEMENT TO EACH SIDE OF COMBINED -- ---1- #4 x 6'--6" RECTANGULAR;---- TRIM 'j OPENING OPENING OR PLACE BETWEEN INDIVIDUAL OPENINGS. DO NOT CUT SLAB 1 ROUND OR SQUARE / \ 1fAX. BARS CA 1'-0"MIN, 3'-U"MA PRINCIPAL REINFORCEMENT. ap SLAB OPENING yAX - 5. TENDONS MAY PASS BETWEEN SLAB OPENINGS WHEN THE DISTANCE BETWEEN � y 4i ~ D 6 0 H o N OPENINGS IS GREATER THAN OR EQUAL TO THE SLAB THICKNESS PLUS < _ do :� (N-1) TIMES 3 INCHES, MHEkt N IS THE NUMBER OF TENDONS IN A BUNDI E OR DUCT. TENDONS MUST FOLLOW A STRAIGH 1 ALIGNMENT (IN PLAN) t' '�`� 0 ,�p THROUGH THE COMBINED OPENING AND FOR AT LEAST 24' ON EACH SIDE. 90 E Q 4 L. 3 u MAX OMBINED 6• SEE DETAIL 1/S8.9 FOR TRIM BARS FOR ISOLATED SLAB OPENINGS. A PES COLUMN `- - STD: OPENING 7. SUBMIT SPEC AL SITUATIONS TO ENGINEER FOR REVIEEW. CA • ; HOOKS �_ n COMBINE TRIM BAR RLOUIREMLNTS: , p _r D _. - _ • m a • OPENING IF THE COMBINED OPENING !S SMALLER THAN 1'-0", PROVIDE (1) /14 �� -- - x A TOP AND BOTTOM BETWEEN OPENINGS. _ 4d OR 2 !/2" MIN 6d OR c F r L z. < -- Q c r n I 3' MIN. NOTES ' 1/2" of _ --- ; IF THE LARGER DIMENSION OF A COMBINED OPENING EXCEEDS 1'-0' BUT THE V� c ° v►c" SMALLER DIMENSION IS LESS THAN OR EQUAL. TO 8 , AND PROVIDED THE 1) �4 x 6 -S -2 Loc I mf I. THIS DIAGRAM IS FOR ISOLATED SLAB OPENINGS WHOSE LARGER DIMENSION IS BETWEEN L - j - T11P. �I"�� �! CLR. I `�m� COMBINED OPENING I5 ALIGNED WITH THE PRINCIPAL REINFORCEMENT, PROVIDE -- ---- - - A_ FACE Lj o 0 N 1'-0" AND 3'-0'. NO TRIM BARS ARE REOUIRE� FOR ISOLATED SLAB OPENINGS ---� ' TYP. (1) X14 TOP AND BOTTOM BETWEEN OPENINGS. (CENTERED • m r" 4 SMALLER THAN V-0". SEE PLANS FOR OPENINGS LARGER THAN 3'-0". I T COL_.) N ►- M TRIM J IN ALL OTHER CASES WHERE OPENINGS ARE ARRANGED IN A SINGE LINE D � Z � � � 2. PROVIDE (1) ,�1.5 TRIM BAR TOP AND BOTTOM ON EACH SIDE OF OPENING. O PROVIDE (1) #4 TOP AND BOTTOM BETWEEN OPENINGS AND (1) /5 TOP AND W j BARS SHALL EXTEND 1'-6' PAST EDGES OF OPENING. BARS _ 2" -TRIM BOTTOM AROUND PERIMETER OF COMBINED OPENING. D a[ we uj r 3. SEE 2/S1.1 FOR TRIM BARS AT MULTIPLE OPENINGS. MIN' TYP 3'-0" MAX. BARS WHERE INDIVIDUAL OPENINGS OF A COMBINED OPENING FORM TWO OR MORE - 0 c - - _. 4, DISPLACE SLAB PRINCIPAL REINFORCEMENT TO EACH SIDE OF OPENINGS. DO NOT O ROWS, THE ROWS SHAM BE SEPARATED BY AT LEAST 8. OF CONCRETE. 45 DE�� Q L_ W t o I �� PROVIDE (2) /•4 TOP AND BOTTOM BETWEEN ROW'S OF OPENINGS, (1) #4 TOP �-- Co>!WITIEROR �C MUM � Q 0 a a_ 11 CUT Sub PRINCIPAL REINFORCEMENT. ( � ] OD AND BOTTOM BEI WEEN OPENINGS IN THE PERPENDICULAR DIRECTION, AND (1) `�„� /5 70P AND BOTTOM AROUND PERIMETER OF COMBINED OPENING. PROVIDE STANDARD HOOKS WHERE BARS TERMINATE WITHIN THE COMBINED OPENING. -� o ^ TRIM BARS 2 TRIM BARS �..__ N TYPICAL REINFORCING BAR_BENDS ADDITIONAL. REINFORCMENT 1 FOR ISOLATED SLAB AND WALL OPENINGS NO SCALE F� .� MULTIPLE SLAB AND WAG_ OPENINGS SCALE: NO SCALE k NO SCALE P AT COLUMN PENETRATIONS NO SCALE I FRAMING MEMBER I'-&" MIN KS 1_Av4xl/4 �T L4x3xl/4 LLV-TYP. �E) REINF. E X~ SPER DETD ET4/'S1.1 • = ( ( I STEEL. DECK STEE!_ - STEEL i-ECK I COx8.2 4S E}QGS - __ __ -1 � � _* _ � _ DIGGING FOR P1PF TRENCH JE)-O. S PARAIl BETO FFTTGFIISHALL NOT A I Y TYP VERT BAR E W NOTE: J/G' PLUG WELD 1 \, SEE DET'S l.k2/S1.1 - (• WADS) 1� EACH BEARING I FOR ADDIT100 . - 2 TYPICAL j _ I REINF. IN SI AB OPTION PIPE PARALLEL TO FTG► W � 7� - STEEL BAR, -�- - 1 - - _ - - - L - 3/4' PLUG WFLD O PLATE OR ANGLE �1� LAYER EACH BEARING TYP. ONE LAYER REINF. 0 -v I I - - - - TY�E ,�L � 9 srD u�PFR ( _� ,�I4xr-o'NOTE: _ B DET 12 1.1 A" AA.' SEE ADDI ONAL1&21SI.1 FLA (d?OOVF: WELD FZJ�IlE V GROOVE WELD PIPES SHALL NOT PASS THRU COLS, �� s -----------^-----fit..- ._ --- FOR ADDITIONAL I COL FTG, OR UNDER COL FIGS .'-0 MAX. 4'-0" MAX. 4 EXTRA TYP - RElNF. IN SLAG A - ----- � -- - - - m 3/16" CLOSURE MINIMUM WELD SIZES LENGTH IN INCHCS NOTES: 2" MIN. BRG. PL_m > ALL AROUND BARS OF "FULL SIZE' WELD - STD HOOKS PER VERT BARS 0 t. USE E70XX ELECTRODES O 1/4" GUSSET �------ DET 4/51.1 p. op DECKING w/ 2-5/8" M.B� �• - L4x3 TYPE A )YP0 B FOR GkADE 40 STEEL. C 16 f.A. 5 (E)-0.4S (E)�O.eS TYPE A TYPE B __ PIPE SI�YVE (MIN I.D. I CLOSURE > - _ - I 2 USE C90XX ELECTRODES " TYP � - PIPE DIA + 1 1/4') . 3 3/1e 3/.i. I/a 2 1 1/2 FOR GRADE 60 STEEL- 4 TEEL N g --- + • - -- -- 4 1/4 I/8 i732 _7_1/2 1 112 - y 4 TYP V17tT �► �► 5 5/15 1/8 3/16 3 1 1/2 BARS ( WALLS,) C6 FRAMING OPEN'G. a 3/8 5/3� 1/4 3 1/2 2 -' r PIPE E Y 112 L4,x4x1/4 v -- - _ � SLf.EVE BY 1/2" v TYP• cm zm MEMBER 7 7/16 3118 P/32 4 2 1 9" MIN OFTKM OF UPFNINI 3 16V 8 1/2 7/32 5/18 4 1/2 2 112 THIS CONS SHALL BE FAI r A 11/3.2 5 2 112 0 , AYERSFEW. SAME WIDTH AS FTG FTG (BOF) A ------ - O 10 5/9 1/4 -318 5 112 3 ® T1�7 _ _ - - co ` EI F. TC_C�NC_RETE 1NALL AND PIPING; AT �=-DOTING ; e OPENING IN METAL DECK ,� 7 OPENING IN METAL DECK 8 WELDING OF REINFORCING STEEL 9 R N A A p "� - �* TO 24" - NO SCALE nl ^�„ TO ��- NO SCP.:.£ k NO SCALE � ��NG EIV i CfISECTICJNS NO SCALE v � NO SCALE L TYP LAP-SPILMS _j .---BARSPUCF PRODUCTS BAR- --/9 TDF' BARS � 6?.' -/9 BOT BARS - 44' GRIP COUPLER (COLD-SWAGED ' 2, .CQ1.UMK �- ----� - E ll��' u}-- - � MECHANICAL SPLICE) �-- -#10 (TARS - 88' --c--�`�- `r- LAJ -/8 13ARS a M. - ER1G0 LEN i ON TAPERED •3• ALLOTHEK LOCATION5 THREAD COUPLER -USE TABLE BELOW V 1r EITHER TI,E BARSPLICE PRODUCTS BAR-GRIP COUPLER OR THE ERICO FLANGED COMPONENT - DOWEL-IN COMPONENT _ REQUIRED SIZ_F OF FAf3F21CATFU I LENGTH 1 2) --INCHFS- L-ENTON TAPFRED THREAD COUPLER MAY BE USED TO SPUCE REBAR. WITH FEMALE THREADS WITH MAL.F THREADS ( ) ( TWO--PART DOWEL COMPONENTS 6AE? COMPLY W/ (CBO REPORTS N0, 3848 OR 3967 RESPECTIVELY. j j F Fc'-3000 PSI Fc'-4000 PSI Fc'-5000 PSI FOLLOW MANUFACTURER'S RECOMMENDATIONS. MANUFACTURER � SPECIFIED SIZE FOR ORDINARY REBAR 2. AT THE CONTRACTOR'S OPTION POSITION COUPLERS MAY AND ' #3 21 18 -16� 3E USED EXCEPT THAT THE ERiCO LENTON P8 COUPLER MAY I BRAND NAME X14 X15 /6 r K• I 04 28 24 22 USED ONLY IN COMPRESSION SPLICES W/ THE APPROVAL OF DOWEL-IN FLANGED DOWEL-IN FLANGED DOWEL-IN FLANGED 6 THF ENGINEER. F1,ANGE ATTACHES-­ . AF-TER FORMS ARE STRIPPED COMPONENT COMPONENT COMPONENT COMPONENT COMPONENT COMPONENT #5 35 30 27 3. SPLICES MUST HANE STRENGTH IN EXCESS OF TO INSIDE OF FORM I ( DOWEL-IN COMPONENT THREADS "- 125X OF THE SFh CIFIED YIELD STRENGTH OF ASTM A615 RICHMOND DOWEL /8 42 35 33 j I INTO FLANGED COMPONENT BAR SUBSTITUTIONPR �{ �5 I/5 �6 /6 p7 _ GR. 60 REINFORCING BAR. 7 49 42 u 38 4, SPECIAL INSPECTION COMPLYING WITH THE FINDINGS OF LENTON FORM i Q THE ICBO REPORTS IS RFQLIIRED. SAVER 14 /5 /5 +� IMG /� 'q i N� I/8 59 Sl 48 5• IN GRADF_ BEAMS, SPLICE TOP 13ARS AT MID--SPAN AND - -- SPLICE BOTTOM BARS OVER SUPPORTS (PILE GROUPS), USING ,,!lZIES; WILLIAMS CD2 REBAR 15 N5 06 06 I7 1f7 1 /9 74 64 58 MECHANICAL REBAR COUPLERS. SEE DETAIL 4/S8.3 1. AT THE CONTRACTOR'S OPTION THE TWO-PART DOWEL PRODUCTS FLANGE COUPLER I 6. IN t3EAMS, OPTIONALLY, IN LIEU OF LAP SPLICES, SPLICE TOP BARS LISTED BELOW MAY BE USED TO REPLACE ORDINARY DOWELS X110 94 82 75 AT MIDSPAN AND SPLICE BOTTOM BARS OVER SUPPORTS USING MECH REBAR COUPLERS SPECIFIED IN THE DRAWINGS. DAYTON-SUPERIOR N5 � 05 06 � I7 Ar7 � oil 116 100 90 7. IN SHEAR WALL BOUNDARY ELEMENTS, OPTIONALLY, IN LIEU OF LAP SPLICES 2. FOLLOW MANUFACTURER'S DIRECTIONS AND APPLICABLE ICBG REPORTS. 0-50 DUiMEI BAR �I - El TYP OFFSET SPLICE VERTICAL BARS WHERE C(NJVFNIENT. STAGGGER 5OX OF SPLICES AT LEAST 24" SPECIAL INSPECTION IS REQUIRED, RC--EPLACEMENT - Imo--- u -----•'--- F%7 (1) UNLFSS OTHERWISE NOTED 8• IN COLUMNS, OPTIONALLY, IN LIEU OF LAP SPLICES, SPLICE VERTICAL 3. TWO-PART DOWEL COMPONENTS MUST BE OF SPECIFIED LENGTH (2) WHEN TWO BAR SIZES ARE SPLICED, BARS WITHIN THE CENTER HALF OF A COLUMN'S HEIGHT. STAGGER 507 OF AFTER ASSEMBLY. DATE: USE LAP LENGTH OF SMALLER BAR SPLICES AT LEAST 2.4'. 10/28/96 i a1 DRAWN BY: >a _TYPICAL LAP SPLICE ou OD N MECHANICAL REBAR COUPLERS "K ,a TWO--PART DC)WEL SYSTEM � NAE E 1 - NO SCALE ,� NON-STRAIN RELIEF APPLICA FIONS NO SCALE �I NO SCALE I CHECKED BY: 1_.130 ---1 1/2" STD. PIPE REVISION GUARDRAIL r r. --- 1/8" RADIUS TOOLED EDGEa EDITION QQ L Ift��OlNI.1TSt1�T1J�J.1,. � c1.osING 1 1. DOWELS ARE TO BE SANK - 1/2"0 x V-O" LONG SMOOTH DOWF_L �14TES, PNTL: SO. BAR VERT. (DR IF SHEARED, GRIND E.NDS AT 1'-O" O.C. GREASE ONE F.ND. ! INTERMEDIATE RAILS TO REMOVE DEFORMITIES) AT POUR STRIP USE f4x?'-O", DO 1. ALUMINUM CONDUIT MAY NOT BE EMBFDED IN CONCRETE. 1 O 4" 0.C. NOT GREASE (SIM. CONDI TION) 2. NO PRESSURE PIPE MAY BE EMBEDDED IN CONCRETE. M 3. MAINTAIN REQUIRED COVER. 4 ----0" CONCRETE WALL WITH CONCRETE SLAB 4e DO NOT DISPLACE REINFORCEMENT FOR PIPE OR #5 AT V-0. O.C. EA. WAY CONDUIT RUNS. PROVIDE (2) /5 A T TOE' w i AND ALL EDGES o • COARSE GRANULAR BASE OF FREE DRAINING ROCK ---------CONL;RFTF SLAB JC)IP�T' . '�" MAf7tfNilEIS/UiO!ASSOC',IA TS.P l: �,W - C�,�qONMLMION - - - 1"5. Ni ma+TS*tSFnvcU 67EiNF �S AGGGR TOP AND TINES!DRAVWS ARE TWE PROPERTY a c 2 WEEP HOLES (SCREENED) � L` MAC6 +x wa t A590�AAtts.Pc(rs __S F30TTOM BARS) A)AND W MOT TU K LMUD OR REPRP- > T/SLAfl _ A7 6'-0` O.C. - VANW TW INV - SAW CUT 1/8* x 2' PRM wwrIN rm MC§aM a M S� F; -1/2' ASPHALT IMPREGNATED THICKf iESS ~-M g � H MAX, D MAX. S REINFORCEMENT SHEET � - FELT 2"- AT 1'-0" O.C. / CONGRE 'E SLAB " " " .. , 2 1/2 7 1/2" f4 O 2'-0TOP AE BOT � + ' - - _. . r, 4) ILLS 1 CON 7. ! - COI'.,<SE GRANULAR BASF f g' 3" _ y" 1/4 Do'-10' TOP 1Rc DOT S1 • 10 314' .i 1/2- 10 1/2 #4 O 1'-6- TOP & BOT LR. Y FLOOR CORNER REINFORCING ^Ap^� y / - SEE 9 S1.1 C�.ZI�1[ ICX- �P� _ / _._-_._ -_-_.._�.._-. 14" 4 1/4" 1' 1 1/2" �4 0� 1'-2' TOP !4 BOT OF U , 3 _a" 8 V. � ^ ,IDB NO. _ IN EMBEDMENT RETAINING WALL SECTION " �, C17 �..WONTROL/CONSTRUCTION JOINTS _ 95385 w NO SCALE I --__-- -- FOR PIPES OR CONDUITS NO SCALE I 13EVISED PERMIT SET 12-16 -� 6640 SW Redwood �._ - � ._ ._.._.__.�_� _w._. � �.r_. ..�..._..�r�r _ _._._.. � .�_-.�....�r-� ......�-,.-..... _. x. RUP 96 0639 17of25 I IF THIS NOTICE APPEARS CLEARER THAN THF. ULT 7 1995 Ix)CIIMFNT•TIIF.MK'IIMF.NT IS OF MARGINAL QUALITY. MICROFILMED ' jljllljlllllll IIIlIlI�IlIlI IlI�IlI�{�III I I�IlIlII1lI�I! I�I�t�ljlllll ! r11191�11111 I l�l�ill�I�I�ijl�illlillf l�tf l I I!I!IlI�Illil I I!i!IlI�Illllli a i!Ill�illllll I!i{i�l�llljil. '' INCH MAO(M CMK% uo -�--- I111►III IIIIlilil IIIIlIIIIIIIIIII!I!lllillilllllll!l111!I!IIIl1111 IIII{!HI iNfllillllll!!!II!IIII{lllilllli{III !!{IIII{Ili!Illlllllltlllllllilll!IIIIII111!IIIiIIIIIIIIIN11111111h11111111 IIIIllill IIIIlIlIIIIIIIl111,IIIIlII;tll111111111111111HIr1111U11111111111„III11111111111lIIIIhH r w !+ '' - - Ak LEGEND + GENERAL NOTES _ KEYNOI•E 03W -- 1 o 00 1 2 3 4 5 GRIDLINE Q co alI U °D x Go 0H� PHnr=_ .:j1NT © (A N - - 1 OSF OUTSIDE FACE N �� �'► , 25. .0., ,1 --------- 7 - -- 1' ,� - -- -- ----- -- - - - _ - -- - - CJ CONTROL JOINT ` .6- All • M d 1�" 1' 1 Ec-- 11 9 U, CONST Jr CONSTRUNCTION JOINT 0 • `1 • 5 6• " S8.1 S8.1 T YP. O WAIL - � 5 FY' c�o o - - 3 14 __ _-I-_ 13 12 -" CONCRETE TILT-UP PANEL c r,W) •- 16 58.1 15 IR- ❑ : 1 _ -- a0 0 - I ALL FOOTINGS ARE OF WAIL, PANEL JOINT OR ` u rn I I 'F I I I I I I I o E,J a o N " F.O. PMI ! - - - -- - -- - - i cp �- - J ip ca ' -- ' �- J to COLUMN U.N.U. N • m o� _ - - _44 1 -- --- ---- :_. _. - �- - _.- — -- - -— - } ----- - - - M r .1 _� . ��__ A o n o _ _ I I I - I W 1 I I 10+�9 I 12 I I I Y o c 1 S8.1 SIM L- - -- --- - (� C^� to at ; ! (I O I I .L. 1 1 O I L._S 4 o a d ' I I �f I I I 11 1. 5" CONC SLAB PROVIDE CONTROL/CONSTRUCTION JOINTS AS SHOWN, I a N I I 1 I I r r. BUT NOT f0 EXCEED 25'-0' U.C., 400 SO. FT. WITHIN JO NTS OR I � I ,I Is --s � 1�:1 RATIO OF PANEL SIDES. 2. CON TROL/C',iNS i t4U'.TION JOINT. SEE 17/S1.1 ,,. TURNED bOWN SLAB EDGE, SEE 1/Sb.1 -1 ; 1 1 4. PRECAS- Oil./WATER SEPARATOR, UTILITY VAULT CO. MODEL 25-SA, r-_ � i TOP OF FRAME & COVER AT FINISH FLOOR ELEVATION . I -___.-�__. __-�_ - _._ 5. ,.^.F. AT BUILDING PERIMETER 1`-4" BELOW FINISHED FLOOR EXCEPT _ - -- -- - AS NOTED ELELIPB --- I I I I I I i I I - - I TYP• 4 ! I I I I I I � � 6. T.O.F. EL 3'-0' BELOW FINISHED FLOOh' •OSI 7. T.O.F. EL 2'-0' BELOW FINISHED FLOOR TYPICAL INTERIOR FOOTINGS L _ _I_ _- J L ._ - _I- _ I t I J L--_I-- _ UNLESS NOTE1' :.TurRWISE C ,O 10 O O i O 8. PROVIDE 1" GALVANI[E0 STEEL GRATING OVER SUMP. SEAT ON OI GALVAN1111) L 2x2x1/4 W/ (2) 1/7,"9I x 2 1/4" EMBED SST WEDGE L ANCHORS EACH OF (2) Br:.;�;,L. ENDS. rte•• - - -� 9. THICKEN SLAB UNDER STAIRWr!_L TO 8 . ► J I 1 4 r I 3 10. T.O.F. EL 4'-0' BELOW F1NISr�ED FLOOR W b+ N 02 io I I I 10 ( i 14 TYP. EA. END AND f_ 4! 5 1 I ( . • 1 58,1 51M. PLINTH AE` N i S8.1 I 16 •1 -- _ - - 8.1 FC)OT1NG SCHEDULE u j I I T '� I ❑ ! ! O 6 NOMINAL SIZE STECL REINFORCING MARK LENGTH WIDTH DEPTH LONGITUDINAL_ TRANSVERSE REMARKS ! 11'-0" i l'-o" t'-s' 12 12 I . „ ! I I , L6 _6 ( 1 I ��I 1 ! ! 23 I ! ! I 1o'-o' 10'-0" 1'__6 11 11 5 , L ___. _ .__ _ J 9 3S 4x_x1 4 i l_ __ _ _ -._• ^ _j A L_ _ �. J C 11'-0' 11'-0" 2'-0" 12 5 12 S ;TEFL REINF. 1 i1P k BOT. I; `c O I 14 i I I O 1 12'-0' 12'-0" 2'-0" 13 11 STEEL REINF. 'roPTOP k BOT. _ I S8 1 13 5 13 5 ,TEFL. REINF. 'TOP k BOT. I o I 1 1 ITYP. EA END AN 18 I I ICA ' 5' 0' S-0+ 1'-4' 6 5t I ' Q Pi_1 . E ETWEEN�_ CONT. 3 -0 1'-6' 4) 5r -T YF. STRIPN to _ ¢ I I r--j ,_ ► p �- - _ - , �-, I_. - - 1 z sIM. - i-- sa.11 CL __ _._ PANEL/F-0011NG BABE EMBEDS i F.O. PA I r _ - - - - - � 1 - _ _ - 1 I °� 0 I I L j I I io — _ I t0 I I I I I I ip ❑ ip I B 1_ - 1 _ _ _ 1 PANEL END CONNECTION INTERMEDIATE o 8 O OTY. • CONNECTORS 12 OTY. •• O S ❑ O 3 21 S8,1 - Q iw 5 17 5 s -Q 1.3,9,11 (3) (6) S8.1 ABOVE ! 4 18 20 ABOVE 7YP. O CORNERS - 2,10 (2) (2) Q 4,5,7,8,12.13,15,16 (2) (5) 6,14 (2) -0- 0 F.O. PANEL - _ ?^ L - 22 (2) (6) -�'-o" 23 (2) (9) fe 18, 20 -0-• (2) ..• r 32'-0" - I v 1 3 I 4 5 E • SEE DETAIL 8/S8.1 9 •• UNIFORMLY SPACE BETWEEN END CONNECTIONS, SEE DETAIL 3/S8.1 PR .f + ;. I ••• LOCATE 1'-0" FROM EACH END, SEE DETAIL 3/S8.1. GIN& k. • DATE: 10/28/96 FOUNDA-flON PLAN DRAWN DY: 821 RDP CHECKED BY: LBO RFVI;InN ' a EPTION CLOSING k'7 DATr.: b r 5 S %1ACtt[N21E./SAITO t ASS ATFS,P.r 1895. All RI,inS RESF.RVFn Z'MESE DRAWLIINN"�' ARE T/IE PROVERTY O, -15tN11F 1=1 t ASTUPTFS.FC ((M A AIM ARL MOT TO BE USED DR RECRO E�Kin IN AN`•k~q, rxupT WRH INF T`RKIA WRITTEN PERIM". OF WS A SHEET Of JOB NO „ I 295385 REVISED PERMIT SET 12-�16�`96 IF THIS N(Dl'IC'F,APPEARS('LF.ARFR TNA"i SIE �)l;r 71998 DOCUMENT,THE DCX'UMFNT IS OF MARGINAL CoUALITY. MICROFILMIED i !{!{!{!�!{!{! I'I!I!1 11!{I{I{I IIIII{!IIIIII ! I(1{iii{!{!{! ! I{Ili;ll�ll{I ! I!I!ill�Ill{i I'I{I{t�l�l{ijl i;l�l�l�!�IlIlI 1 I{IlIII{I{I!I I{I{I{!�i{!{I} IRKKatI Hot RI cmft I►Ilnlllnllhlllhnllullhnlll+il!nnlnnhnllnnlunlnn nllhnl nnlrmll,nlnnlllllinutnulnn m►hm Ilillnnmllhnllnnlnntmllnnpnll�!n!,nllullinulnll n,lll+�inll:n�nnhuifinihlll III�illnl,nnhm lmluu nuh,n nninnhmlm,h., i >, r;,�`.,}} zr, > 1,.q�, . ?':.' .:«„ u• j?a 1•.. isy. '•k;�� ,�:. ' i "t. ,_ r,F "`^' ^diem . fie' •I' ` � ' :. Y J � Y "P5 {:rZ.., ! Y~R�, , I• ,r is t ,'� '.;a . . ,.. .1 ..3« .�.. ., ., ,'r .�.--;.' ., ;: ,k+, .� :;:.},,,�-.'w..,' a •`<, '�y�} i .a •1 Y��'"' a 9 dt::N' s#�i �':� ,Y w� q+,- t Y r C'-- � * a .�rF. � Y r, a� if?.'l,.� yka,.,.� f •h f} .� i '+}`�'-: ,;fP'' S � �,'.`w,, F R, �.'. �, .�G ! Rt , " < r ,1,- .f .�,14'..l' :�, 'W h'��', � .: a_ • - _ d � _1 y l" f ,t, �P. � � ��` `.i ,P'A a ..:k..] a�� 1 t rye •.� n�,: iJ, {�Y.,� �.� �;:'.,. . < t :��yy, .,.�.... .. '',i ,[,�y:' sr ' :t}�' - F,�, .� '1 i �(�,�A }1v'a, Y w,.;;;, L.{•.. .',.. �'.P �, '-' '. i a t V r i:, `a: 's• �1 > 4' a 1�> Y' :� �,�s x i4 ,' 1Sg, 01 IA 6 LEGEND x� i 3 4 5 �, < �r CA x N Go SOLID SLAB. SEE DETAIL 9/S8,3 0 Mw ci ��. ICY 'f ---- - -- -- ---- -- - ' '•�--� DECK SPAN < 2 n- 25'-0 22'-0" S(i CA X SIM, TYP THIS COND FOR PNL 1 1 I 59 2 3 I KEYNOTE EMBEDS k WELDS p°V)o G [: GRIDLINE W r-0�0 0- c � `t t V,J p ON PJ PANEL JOINT • 1 A - - -W12x14 1 c=3 4 - W1 x12 'S c=3 4 - - - -- __ W90x12 it r,=3�4' -- W12x14 25 c-374' E� nsF OUTSIDE FACE w 1, q N - -1 W16x26 1 c-3 4' W12x16 16 c-1 2' W12X19 [23] c-3/4' iv x INDICATES NO. OF SPECIFIED SHEAR CONNECTORS W 0 r- W14x22 [23j c i Z' W12x19 [19] c 7 [ _- f , UNIFORMLY' SPACED S a a a r� u dl W IA X % u� x _ J 3 W16x26 10 c-1 2' ,o r - � W14x22 [23] c-1/2' � - W12x19 [19j c=1 2" � W16x26 [12] c-3/4' - Wi2x16 16 c-iL2' __- i W8x10 wex,0 KEYNOTES 58,3 YP W14z22 [23] c-1/2' W12x19 [19] c-if2" W16x26 [12] c-3� W12.ri6 161 cg�?_' W8x10 6 N 1. VULCRAFT 3VL120 GALVANIZED METAL DECK W/ 2X' CONC �✓ c=1 2 TOPPING (TOTAL 5}4" THICKNESS) 6c W'WF 6x6/W1.4xW1.4, / FLAT SHEETS ONLY. SPAN AS INDICATED. INSTALL PER 8 8 N MANUFACTURER'S RECOMMENDATIONS x 14 6 N 8 � 1 - 2. 6" SOLID SLAB. SEE DET 9/S8.3 FOR REiNF W14x22 [24 c-1/2* W14x22 19 W14x22 11D N �W,204 "19 c-3/4' . _ N r W14x22 11 _ 3. SPANDREL ELEMENT OF PRECAST PANEL BELOW. SEE DET `$ x N 3 6 17; 15 c=1 2 9/S8.3 AND ELEVATIONS Old S8.3 S8.3 ' Cn x W10x12 12W8x10 W16x31 22 c'=3 4" 4. VULCRAF T 1.5820 GALVANIZED METAL DECK. CONNECT :;,..`JE AS ROOF, S2.4. SUPPORT ENDS SIDES PER DET 1 S8.3 4 cp1 2 -- �W1204 19 c-3/4" �"� W12x16 [221 c= l" _�+ / „ W14x22 14 cR1/?' 3 n { g ^ 5. SKYLIGHT PER ARCH � 8 * I . "r 16 _ _ 13 x rt S8.3 YP S8.3 TYP PERIMETER WRx10 4 W8x10 4 �- i `�' S. OMIT SHEAR CONNECTORS PER DET 13/S8.3 IN THIS AREA -- --- - — W12x19 [19] c-3/4' T * W12x/9 [16] c = -. g Wi2x14 18 C-3/4' I W12x19 [19] c-3/4" - -_ 7. GROUT PANEL. SEAT FOR BEARING OC 4? 2 8. SEE ARCH FOR DIMS. EDGE OF BM = E%+;E OF ROUGH 3 .aA.3 TYP SIM EA SIDE 19 OPENING K8x10 4 13 OMIT AT OPNGS '58.3 W8x10 N �8.3 TYP INT PNLS ^F W12x19119] c=3/4' �'� W12x14 [18] c-3/4" U 8 W12x14 [181 c=3 4' N W12x19 19] c-14' W16x31 18 c-3 4" Ss8.3 Pn N I,-- -- 8 , KS to rn N M f? W12x19 [19] c=3/4' W12x14 (tA] c-3/4" �' W14x22 15 c=1' _ S8.3 W12x14 181 ca3/4' W12x19 191 C-314* mC r{ S N � 05 � TYM1' i� ` 1 Z W12xl4 [9] c-3/4' _ W10x12 [8] c=3/4' W10x12 [8] c-3/4" W12x14.L9] c-3/4' - -- D O CL J SIM, EMBEDS 12 u ------ ---_ I I I I 58.3 SiM CONNECTING 58.1 I1- PANELS 614x26 3 �✓ 0 TYP BEAM ATeS83 W6z9 X W6x9 2 z PANELS 4 / L--- W6x9 - - -- _-� W t5 - S8.1 { ii 5 17 7 I I I Pi SIM, EMBEDS t 2 58.1 CONNEC TING 1.1 TYP AT t + PANELS SPANDREL I DATE: 10/28/96 SECOND FLOOR FRAMING PLAN DRAWN BY: (awl' 32� RDP/NAE CHECKED BY: L80 REVISION €, W EDITION 5 CLOSING T R ?y DATE. >r T 1 I MACKENZIE;Sp TO! AStiQC1.lE S,P C 199'5. Att RIMIS RESERVED THESE DRA"WCS N!C THE PROPERLY OF j NENZIF/WTO k AS. IAITFS•PC As A AND ARF NOT 10 8E O5f0 OR RE Rt, IfXP IN AMY MkWNtR EXCEPT WITH THI PRNNt WRITTEN PFRW--;k N OF M S A SHEET S �+ 1t ♦' S% 2 , 2 or JCB NO. REVISED PERMIT SET 12-�1f--9m 6840 SW Redwood BLIP 98-0839 9 of 25 r+� e ti R '. .yY:, Y ..... -Y' � _.,.. ......__,.. ._.«.... _ �_....-........ .. .a.,._..,...«..-.,r..rr..«._w_.-w..,.w.,n.,u..,:,.......fl.,.•,.w.v a••...,.,,..-....«,+r"i•...,,«.,.....•,a....r.i - +.via" '-- •.». 'w.._.. :.;.� -._...: '._ :.Su..•:'.:,...+.."cA a' .�....y.rrx.....a�......,..._.,.-.•..9.._... ,JIL'gY.ai- ..�.� p...e.J6r".. _ y IF THIS NOTICE APPEARS CLEARER THAN THE OUT' 7 19913 DOCUMENT,THE DOCUMENT IS OF MARGINAL.VIIAIJTV, MICROFILMED Il�!�'iIi{ M�!��i�i ! i�i�!�!�i'!!! i�!!!i►li�!{!!i{i !�i!!���!!!!i ! i�rlrl!��I!�i ► !!!�!!!�!!!��l! !!!!,!!(i!!i! i !liiiil�ii!;i i !!!i!!!�!!!{�{! 1 ►!!i!��i!!!�i i�!�i�l�llll{j r---�— --fir r --�r- - -� iT— --u-- --� to • i�iliiil nnlimliul{nulnninil!�nllunl�nllnll�nnlnn In111nI I;II{IlNnnh!n nII{nulnnlinl nulnu nnhn,hnlhnlmnlnu�ulllnnhu,luutln,4nnmi,Llr,nlllnl I-- I�In11lI,II nIIhIII;m{n11�m111n1 Inlhm�mlhlllmnhln+111IhIu��,� :: a - I Y; • i iST 1 .. .'ii* 4 9 �X �� '• 1,: ''.,,;, C- -.�r-.� 11 t Lj LEN[ N 1 2 3 4 6 'a- L co 0 OD 8" SOLID SLAB. SEE DETAIL 9/S8.3 O �'Qi 01 ►,� _ C5 Q ©a 25'-0" 22'--0" 03 DFC� SPAN • f I/ — • O LA- SIM, TYP THIS C KEYNOTE 1° CONE) FOR PNL 12 i J. S8*3 2 3 I O EMBEDS & WELDS S8.1 �-- c V)0 c �^ �-- GRIDLINE Q c •�nc" � c oe, rn !`lCL C oN _'- 1 J PANEL JOINfr - - --- - Z Eo p O W12x14 1? c-3rT- W10x12 11 c-3 4 W10x12 8J c-3 4 W12x14 9 c-3 4 -�-� — -J �► 3 r- 0�l' OUTSIDE FACE Y o to cLLJ i! 1'' Q yM:E o ,u W12x19 [23] c-3/4" — W12x16 1161 c-1/7' N W16x26 1 c-3L4` , W12xI4 18 c-3 4' �' W12x19 !i91c-34' _ `) (x] INDICATES NO. OF SPECIFIED SI-IEAR CONNECTORS o C -- —N UNIFORMLY SPACED d O a 0- d r IE7 ►7 f\ v 04 r Io u) C) W12x19 23 cn�4' - _ ao � W12x16 16 c=t '2" g W16x26 [121 c-3/4" g W`12x14118 c-3 4" x W16x26 10 1 2_ _0 W800 [4] Y.. 19 11 KEYNOTE S _ S8.3 YP 58.3 Yp � (Q� 1. VULCRAFT 3VI-120 GALVANIZED METAL DECK W/ 2)4' CONC v W1209f 241 C-3/4" W12x16 [16]. c-1/2' W16x26 f121 C-3/4' W12xI4 18 C-3/4" W8x10 6 1 2 - - -- - - Q TOPPING TOTAL 5}� THICKNESS) AE WWF 6x6/W1.4xW1.4, ---- 1 N G 8 8 (�8 ) c� 14 MANUFLAT FACTURER ONLY.EETS RECOMMENDATIONSATED. INSTALL PER N Q _ - N 8 3 2. 6' SOLID SLAB. SEE DET 9/S8.3 FOR REINF PR,N r- N ` !�`+ Wi4x22 20 _.I c-1' _tP W12xI9 19 c-1 2' ~� W12xIQ [20� 3/4' W12x19 [10,4] c$1 2 N 1 ] / _ _ T " 3. SPANDREL. ELEMENT OF PRECAST PANEL BELOW. SEE DET X u\ +o / W14x27 11 cY1 2` a � x TYP 6 ! ' 1 S g -- 9/58.3 �• R cc w C3 vt n N W8x10 W16x31 [22] c-314' W19x10 4. VIJLCR, T 1.5820 GALVANIZED METAL DECK. CONNECT SAME W12x19 [20] c-3/4' -� W10x12 [8] c=1/2' W10x12 [8] c-1/2" W12x16 1221 c-1" ~ AS ROOF, S7..4 � � _ � x � t M I N ,x 5. NOT USED W �"""' 16 13 1 W8x10 4 W8x10 �` �8.3 Yp 58.3 TYP PERIMETER a I 6. OMIT SHEAR ';ONIJECTORS pER DET 13/SA.3 IN THIS AREA W12x19 [19] c•-3/4' I+ -�ry2x19{13) 112.`-- - x 209 [13] c-1/2• W12�19 [19] c-3/4' _._._ L SEAT FOR BEARING T \v/ 7. GROUT PANE 8. SEE ARCH FOR DIMS. EDGE OF BM EDGE OF OPENING IT YP SIM EA SIDE 13 a ? OMIT AT OPNGS S8.3 W8x10 4 `�' x10 S8.3 TYP INT PNLS � WLix1U '1 - R . N WI2xt9 [191 c-3/4' -- W1204 [18] c-3/4" 8 _ W12x14 [18] c-3,/4" �+ W12x1fl�19] c-3/4" R Uv+ 7 vi W16x31 18 c•3 4" I S8.3 N W12x19 [191 c-3/4' xto 00 _ W12xI4 [18] c-3/4' eq to W17x14 [18] c-3/1' 00 W1209 1`191 c-3 t N $� f x _ W14x22 flpj c-1" at TYP $i W12x14 [9 c-3/4' W1002 [81 c-3/4" -- wtOxt? [8] c-3/4" - W12x11 91 c-y4' �- - - -- - - -- --- --- — - - --- - - -- GCL -- --- - -'-- ---=-�'-+-- 7 s S8.3 SIM `^ cy- Is I r I 1 � 2 3 4 5 6 PR ®i Irr* 'ry 4' s. �r DATE: _ MI 10/28/96 THIRD FLOOR FRAMING� PLAN DRAWr, 6Y: RDP/NAE CHECKED BY: LBO M REVISION '? EDITION a t5 CLOSING n $ -' DATE, I I 4 f MAN NIN/SAITO a ASSOC AIEE,P i IIE 1DR!t, ALL MWTS SERVEO (NESE PR/WRN65 ARE TIE MMM OF w)o(EN7w wo&ASSOCI m. PC W DlXTV INANYNot ER EXXCCEPT W 00 M THE PRM YM rrV4 PERW *W OF MS A SHEET Y S2 , 3 " OF C 1 JOB NO. n i� 6640 S`N Redwood 295385 p0 o1 2 0(,99 REVISED PERMIT SET 12--16-96 ti IF THIS NOTICE.APPEARS CLEARER THAN THE OUT— 7199P IN)CUMENT,THE DOCUMENT IS OF MARGINAL QUALPI Y. MICROFILMED J1�111�11111�1 Illlijl�lllll 1 Ilill11�11111 I'1111111�1111111 Illllllj!Illl I'1111!j1l11111 11111!1111111111 II1Iill Jill 11 I llljillJillI I ill!11111111111!11111111181111111111111111 Ijljl�ill�l�!II IIICN ' MAO[Rt CM NIA _ -• - ----'�•" --A llinlinllniJI ►nihlninnln11111►n1lanllnnurllnn Intfl1 Inlllnl nllnnnlnn!nulnlltnl Inn Inllm,hmhln nuhlnumhn1lnlllnn�r,dnmm�lllll nnhul nli�llla�+l nnLlll..I ;l I,IIIImtlmhminnlnnlnnlnll�umnll�,ll I I s : I CL LEGEND F- 1 3 ` 4j+" CONCRETE TOPPING ON Ih- COMPOSITE METAL 0x � + + DECK (6' TOTAL THICKNESS) WWF- 6X6/ W1.4X 1W1.4 O � 7- 12 3 1 4, I �^� DECK SEAN O e O>! X O Lia.- 1 KEYNOTE a CI cf 0�., �� r e 58.3 173 '1 7c } eq J GRIDLINE Q C %-- h In 3 0 C OL 0 —=-�-- PJ PANEL JOINT W e 00 04 t - ------! _ m A - - - - ---- — - - - -- - - -- - N o Or tW -� OSF OUT-,'IDE FACE 3 Y ;muco U a _ Q• cc"'E W12x4 W14x22 cal2' 12x4 W17x9W12x9 rx] INDICATES NO. OF jj"Ir NELSON D2L CONNECTORS ►-W o c CJ \ 17aon.. a a UNIFORMLY SPACED V1 "� K 0 w ' to x �> x CJ C0 W1209 W12x14 W'14x22 cat/2" 2x14 --�_ IN!2x19 6 ^ �'1 � 4 TYP B 2 5 19 KE�V��7 O� O 58,3 1. GALVANIZE:) METAL DECK, VULCRAFT 1.5B20 (OR EQUAL), n W12x19 ce1j2' - - --- �iY10x1 _ie1 ��l4',-_- -- __._.____W12x1D 2 _G� -1 _-- - __. W1Dx1 >~ 4` --- - _ _ W12x19 c 1L2' \/ "/ PUDDLE WELDS (7) PER SUPPORT, 1 " SIDE SEAM WELDS / " DECK FASTENING SYSTEM. SEE SPECS FOR ALTERNATE �t x 11 TYP, r �t �'3 u 2. GALVANIZED COMPOSITE METAL DECK, VULCRAFT 1.5VL20 W/ W12x19 cal 2" W12x14 8 cal' N Wt4x32 to cal- 1 2' __ _ W12_x14 8 cal' W1?x19 cat 2 4j�" CONCRETE TOPPING FOR TOTAL 6" THICKNESS, 3 SPAN j -_—N r1 �`- —4.1 1 C`' ..� MINIMUM. WWF 6X6/ WI.4X W1,4 TYP. = tiJ �i i �. 6 I TYP. k °p W 6 2 x 3. J6.0 PUDDLE WELDS O 6" O.C. TYP. AROUND ALL OPENINGS r 1 1 �r* Fuv W12x14 [11]c-3/4" W14x22 11 c-1--I/ W12x14 11 c-3/4" AND WALL PANELS. W12x19 c-1/2, _ .r / \ ric 214. WELD DECK TO SUPPORT BEAM PER KEYNOTE 1 IN ADDITION 8 `� S@ 3 TO STUDS. CONCRETE TOPPING TO OUTSIDE EDGE OF FLANGE LLI F.� � � � � � x TYP. FOR COMPOSITE ACTION. W16x26 30 cal-1 4' Sim. S8.3 I _ r � / I I 5. HOLD TOP OF WF 2' BELOW DECK. W14x22 Wl x16 11 ca3 4' " W1206 11 C-3/4' WI 4x22 - z 6 3 6. SEE ARCH FOR DIMS. EDGE Of' BM = EDGE OF OPENING ` -of) 6 W10x12 7 cst' 15 i 7,_0. S8.3 7. C 6x8.2 O 5'-0" OC PER DET 17/S8.3. FOR CURTAIN WAIL \ _ TYP. AT PJ o S8.3 '� � - k PARAPET SEF ARCH x 58.3 1N10x12 C� 4" _ W12x19 c=1 2' W12x19 c=1/7` - _ W10x12 cx 4 .-_ - --- s 6 N - 8. W8x10 UNDER HVAC CURB. VERIFY LOCATION WITH MECH CN ? p u 4 a8.3 W16x311 30 c-I" v 1 � 1 C \�/ u TYP. To N S8.3 4 fD W12x19 W12x14 cv W14x22 W12x14 W12x19 1 a E f 2 4 018bl-3 TYP. W1Ux1) 1 i I O TYP. S8.3 cy- I.L 1 2 < 3 4 5 6 N& DATE: ROOF FRAMING PLAN DRAWN BY; RDP/NAE CHECKED BY: L-BO REVISION 2 W EDITION �S CLOSINr• ry DATE: Y a v a -� MATXENDIF/SA11O At ASSODIATESY, 1995, AU RIWT5 RESERVED THESE ORAIWKKS ARE THE PROPERTY Of MACAKN(�N)1[ wo k As%"TES,PC (ms OM RO- Tf M A NOT R USED OR E1tCEP WRH�THFF R. PRKIR WRITTEN PF.RM15SgN OF MSA SHEET 524, 4 a 1 OF h JOR NO. ul I 295385 O' REVISED PERMIT SEL' 12--16--96 n � 0 SW Redwood BLIP 96-0639 11 0125 n.1 In __ - .__.. .... ...... .:.'.,...�.. , ..A.,...",A�..a+Y.ar...�au�...aiwwrs•..,... ....._..„- ...... _.,.........._..........,,. ....... ...o...... _.... ._ �, IF THIS NOTICE APPEARS CLEARER THAN THE OCT 7 199P DOCUMENT,THF.DOCAIMENT IS OF MARGINAL QUALITY. MICROFILMED Jill 1111111111 �1ii!I!1!1!II t t1!1111�11!11 ! IIIItll�titltlt t1i1t1�ltitlt ! ►1i1�11�i1�11 11111i11111111 t tl!I;I!l;I!I►t !1!11IljII!,! ! II!I!1! �!1i1!li 1 tl!i!�►itl!I! !Itl!I!�!I!I!!` INCH MAD[IN CNR�M —� --� � � ittluultutltm to;litttlnuhnt!tntlmUtntlmm�nl!tu nnlntl 111111in nulnnlnnlnnlnllllln nlllnn n!Ih11ltnnlnn nnlnntnnhnl�I�nln11itIOft111111111n 11 IllIrIII III III I11111 it if ntunlnutl l r i. f. 'r r .:,... � .;� .r: • �� •:�. / . ,sig Ni i. - .. - I t. i r. -..: :_,.... .. _ ._ .. .. .. :.. •. .. ,y"jp "�' ".r f � .0?1 �-_:. F. .Xs."•a-n�"I;Px,i:", �f': u f IM Wow N KEYNOTES co N 1. (2) #6 AT CL OF PANEL O c� co p 2. (2) #6 AT OF PANEL EXTEND 2�-0" PAS1 OPENING 0 mu N 3. NOT USED 4. (4) /16 AT q. OF PANEL Ln5. (6) #6 AT Ij OF PANEL +1 e a •..$ 6. NOT USED 7 (4) #7 O 6" OC EACH FACE e� ' M a k» �• 8. #4 HORIZ 06- OC W/ 180- HOOK BOTH ENDS O PANE'_ tOGES. o w SEE DETAIL 13/S8A. AT SIM STOP REINF AT WINDOW EDGES O 65 4 3 2 1 < 4 3 9. /14 VE4T O 12" OC W1 180' HOOKS 90TH ENDS O PANEL �... v�N O EDGES, SEE DETAIL 9/S8.3 � c v) C)� 10. (9) #6 O 12' OG O OF PANEL c �p; rn 11. (8) /6 O 12' OC O 4- OF PANEL O� _v v 1 ' I 12. (4) #6 O 12" OC O OF PANEL, CENTERED ON BEAMLJ0- o o N f 13. (2) ob EA FACE WITHIN 12" OF PANEL EDGE I I 14. (3) r6 SEE DETAIL 9/S8.3, TYP -TOP do BOTTOM h� �j 1 ! 15. #4 VERT O 6" OC W/ :80' HOOKS BOTH ENDS O PANEL z 3 O' ! I I I EDGES, SIM TO DETAIL 13/S8.1 LLJ •� a ! 16. PLINTH PER DET 5/58.1 Y m N r70 •• Q - cn 't o 4 1,---^-^" - 4 4o °- a a i� SEE PANEL 1, SIM. SEE PANEL. 1, .`,tip. SEE PANT L 3 Sf f PANEL 3 2 1[:�_F1 17 9 GENERAL NOTES _ aC l_ 1-1 __ __ , 3 v - SEE PANEL/FOOTING BASE EMBED SCHEDULE ON S2.1 FOR C FINISH F, OOR ! 14 LOCATION, QTY. OF CONNECTORS _ -- - - _- - - CHORD REINFORCING RMARED O ROOF LEVEL ONLY �I� I Ll Ll 1:1 NOTE: I I SEE PANEL ELEVATIONS a FOR PANEL THICKNESS. FINISH FLOOR �THICKNESS INCLUDES FACING BF,ICK WHERE UT1UZED z I _ CHORD REINFORCING ', - (REPLACES TYP). SET Lid 70P BAR 12" BELOWGIRDER OR DECK BEARING � x -- CHORD SPLICE PER FINISH FLOOR I 0. - -.♦--_- - - ti DET 5/S8.3 1 -00 V-0" 1.-F - 5 O 12' OC EW AT C3 PANEL. Q, TYP LION _ 12 13 1!S 16 14 m gQ i7i X15 AT ALL PANEL EDGES. _EAST ELEVATION _EAST ELEVATION — CENTER " ~ -_�- CALLED OUT LON EIEV'SINF 1/8"-1' 0" _ PANEL THICKNESS - 8" 1/8"�1' O" PANEL THICKNESS a 12" " LJ.1 (2) #5 EXTEND 2'-0- MIN PAST OPENING, TYP AT ,rOPENINGS V) Q V I �-FULL BEARING LEG ON W Q_ z PAD OR PLINTH. \� FOOTING TO PANEL CONN COORD W FND PLAN _ /� SEE TABU (NV 52.1 � —J i SOLID GROU Q86 F— aE Q i •I TYPICAL PANEL INFORMATION �- w 4 1 2 3 d 5 6 3 4 NO SCALE: � � � � Ld I I I 4 �!� 4 _ po `• f `�p1K SEE PANEL. 3 SF=F PANEL- t SEE PANEL 3 SEE PANEL 3 I 2 r � , I b. 9 DATE: 14 10/28/96 r:Nl';hi FLOOR - — DRAIMJ BY: CHECKED BY- LBO Ini REVISION X14 EDITION FINISH FLOOR CDAO�ING a I e FINISH FI-000 - - — - - - - -- _ - — - ----- 41 MACItFNm/SATO A ASSWATES,P C �(? ALL 1"OtITS FTVtP 16 6 I1/ESi9 ORA"NGS ARE INF PRO$SP,ER4(m1w �D A Wp AR�NOS TO I)E U9Ep[Tq flE0R0 �4 Q r 1t)M=KFN71E SNTO!ASS(1GIM PC MS —•J 1WtO IN ANY WW" FXQPT%rH THF N vRIOR WRfM N PERMISSION OF M S A WEST ELEVATION WEST ELEVATION__— CENTER SHEE- W cn PANEL. THICKNESS a= 8" '/�"�1'-0" PANEL THICKNESS 12" U ' 3 S3 . 1 I _ I or JOH ,40. h• ' V1 8540 SW Redwood 295385 Ln f BUP 95'0339 ��r �r r� M 22 of 25 RE�VVw� PERMIT �aLlr � 12 +16-16 V .....� . , 'tipt, •. rM;.(E, 111 I ' .�.y.,,.e�u,..ar+:p�•..,.. ��n....ar.�,.,,w4.s.w.M-nr,.w«r"r.w.' IM.+ ��,:- IF THIS NOI ICF APPEARS CLEARER THAN THFr 0GT_ 7 1998 IK)(•IIMENT,THE DOCI IMENT IS OF NIARGIN41,Qt)A1,1'fY. MICROFILMED fill 11I11�11 �1 1 1111111�1�1�1 I I1I!!Jill 111111 1111 !;I�l�I ! I1f1ljl !11!I 11111111�1�1�1 ! I�Ili!!�ill�I l i�l�l�lil�ijlll !I!!►!!�!�i!!!! 1 I�!!!Ii!!;!�! !�I�!�!jl�t�!I IIICN MRD MIN --T --�- -- --� no -n-- --H--A 1!!II!!Il!1!IIII!I !VIIIlIIIIIIIlIII!!III!lllilllllllllll nnlull nnhl!I Iltd11111nnnm nnilnl!n11llrll nlllnu I!nlnnlmllnnhlnlunlnnllullunhnltnullm!nnhnl nnllll►�IIIIIh;l�iinlnit nnlml•unimf nnhm!nllnrinnlnu!nIIIInI!nnlnutl,l s r 1 ti r � .�lt►'r1�(VIi11�iII�i�1��,rlrwl�,�a�a� -•••, - - ... 777; ... , .., 1-7 aw.4 P' „.T U C W KEYNOTES 0 CA 1. (2) #6 A T OF PANEL U �, as 2. (.2) /6 AT OF PANEL. EXTEND 2'-0" PAST OPENING O �n o N m M 3. NOT USED 4. (4) 16 AT OF PANEL V) 0 i I C 5 (6) 06 AI OF PANEL < A . 7. (4) 17 O 6" OC,' EACH FACE • M 8. IF4 HORIZ O 6" OC W/ 180- HOOK BOTH ENDS O PANEL EDGES. — 0 V-- SEE DETAIL 13/SB.1. AT SIM STOP REINF AT WINDOW EDGES 0 • o�j • 9, p VER r O 12" OC W/ 180' HOOKS BOTH ENDS O PANEL w j r O EDGES, SIM TO DETAIL 13/58.1 ` w 10. (9) a5 EA FACE EO SP 11. (8) X15 EA FACE EQ SP V) p o ma I 12. (4) #6 O 12" OC O q OF PANEL, CENTERED ON BEAM � a c r- `f c13. (2) #6 EA FI.^F WITHIN 12" OF PANEL EDGE. FOR TIFS •LAJG ca CAN AROUND (4) i6 SEE DETAIL 18/SBA hJ m 00 j C7) 7 15 14. (3) /16 O q OF PANEL ZLn; 15. #4 VERT O 5" OC W/ 180' HOOKS BOTH ENDS 4 PANEL W r { EDGES, SIM TO DETAIL 13/S8.1 Y m I 16. PLINTH PER DETAIL 5/S8.1 U = p o c ! 10 12 10 17. (5) PANEL CONNECTORS SIM TO DETAIL 3/58.1, ALTERNATE Q v°f r o �. FACES, EQUALLY SPACED. a o a aa- ox SEE PANFt 3 SEE PANEL 2 r GENERAL NOTES - �'E PANEL/FOOTING BASE EMBED SCHEDULE ON S2.1 FOR LOCATION do N OF CONNECTORS - CHORD REINFORCING RFQUIRED O ROOF LEVEL ONLY NOTE: _ _ XZ SEE PANEL ELEVATIONS W .�.,I .*.r FOR PANEI. THICKNESS, U V V THICKNESS INCLUDES FACING I BRICK WHERE UTILIZED _ 17 --CHORD REINFORCING (REPLACES TYP). TOP BAR 12" BELOW 7 GIRDER OR DECK BEARING .0.' ! I -- - ------- i �4,-0"a� 1•_O" ;4' �'� \CA- aw ✓DET 5/S8.CHOPD 3CC PER I 2,5 71 10 11 23 58.i TYP EACH END - V PANEL'2- C FIN AT c� SOUTH ELEVATION s " SOUTH SMEAR PANEL #5 AT ALL PANEL EDGES. PANE!. THICKNESS rA $ 1/8"--T'- U" -� PANEL THICKNESS d 8" OMIT IF (2) LAYERS RE1NF — � — \ CALLED OUT ON EI.EV'S - (2) J5 EXTEND 2'--0" MIN = LJ PAST OPENING, TYP AT F—' IT OPENINGS < V) I FULL BFARING LEG ON O a- Z PAD OR PLINTH. FOOTING TO PANEL CONN COORD W/ FND PLAN SEE TABLE ON S2.1 _..J O SOLID GROUT TYPICAL PANEL INFORMATION � z �- w NO SCALE Q U W CL V) �Z F3 C D I C �4 I NR♦��� i 3 4 _ 1.3 11 12 I 11 B. 6 DA ITS, SEE PANEL 1 7 I PANEL 18 OH i 012 BRAWN B96 RDF, NAE CHECKED BY: �./ LBO SIM � REVISION EDITION CLOSING PANEL THICKNESS PANEL THICKNESS DATE: 11 5/8" 11 5/8" 4 SIM 15 _ 13 i 13 -- - - SEE T YP ! t SEE TYP -- e„ I PANEL INFO PANEL INFO a i' MAC(LNZMf./_;.710 A ASSC ATES,P.C. 4 W5, ILLI P.fOATS RESERVED ' SIM 8 SIM I Tttl(% oMACKE /wINCS AftF 7F� Pwrmry 117 ,' 17 ?1 1 7 A))A7'Nl ARI Nt�i R R J",ED SO�R PEP" ftl DUCT:D MJ AM-MWrJa4 rX PT WITH T{� {�4'-0" 1'- 0" L4� 0"L 58.1 PANEL THICKNESS I { PANEL THICKNESS SA 1 r-P IR WRT H P1$441-, MSN Or MS A aft` 13- jl II EE w 2r-0� 01 16 [1� . 27. 164 8.1 TYP EACH FND 23 PANEL THICKNESS - 11 5/8" rS 3 • , ' NORTH ELEVATION , NORTH SMEAR PANEL CANOPY PANELE3 FANEL THICKNESS 8" _ _ -._.-- _ .—.,.__�_ _. _ _____.___—. r" h� 1/8 1'-0" PANEL THICKNESS 8 1/8"�-1'-0" � JOR NO. 6640 SW Redwoode + Hu 96-0639 �"" M 23 of 25 2�53g5 REVISED PERM(T SET' 12--16-96 IF THIS NOTICE APPEARS CLEARER THAN THF. 1)I,T a' i9gR DOCCME,N1,THE DOCUMENT IS OF MARGINAI,QUALITY. MICRO I E,%1 EI) ��I;IIII±;!!!�± I!I{I{Ijl{I{I I I{I{I{Ijl{I{I I•I;I!!{Ijl{I{I!I !{i{I{i�l{I{I I r{r{rjtj±{t{III{I{i,lji{I{i I I!I{;llj±ll{I I I{I{±{i�l{±iill I{I{I{Ij±{I{I!I I i{I{I�i{I{I{I i{±{I{lil{i{I-) iMCN -A"*IM MA 1lnluninnllllllnuLllllnnlu!!!IlulnlNlnllnll Ilulnn nuis!!s sas!!nshnshnl unlnnlnnlnn mllnslhlnlll1111111lIIIIIIIIIlHIIIIIfIlVIII!NIlIIl111II!lillflllllllltl Illi{Iltl IIII{liil Illl1llli If41Ili�sm{n�nshsss!mhlss!malnn!snllnmmllnntlll ILL - - ,. .u......�u'uJ,4aalr'uu,ui..s_:.YJ6,�'1 - � s�YYIYY"u ^"-""""rd •.. .0 .r_w ,..,n.uv. - ,J...au.iau.u....uvu......u..... ..,.,,e._.ulw':•a= ._.��:.�- . '.a.1W� .-....yy�y._. , A OR AA 51-0 -CONCRETE SLAB � J� SEE PLAN FOR SIZE COL BASE PLATE CENTERLINE OF FOOTING A=S'; AA-24"; BA-24" ----— � I-----� 1- l T1'P X" t' � W10x3� 1"x16"x14" ---COLUMN BLOCKOU7 ° a L 8-1/2 P- ANE CHICKNESS + 1/2" O U q ��.� r4'- NOTE: IF SLAB UNREINFOitCEG USE SLAB REINFORCING H i _ '�- _t-_ � ..-' _ C O1 1/4 PROVIDE SHIM/GROUT W10x45 1 jj"x16 x14yj' 1 - �- ----� _ .44-JV_0g • 24 O.C. IN ADDITION SEE PLAN (2) #5 AT 4 O.C. SPACE BETWEEN PANEL. �' " � v � SE EMBED LOCA TION a 17 W10x49 �' 1* x16 x16' Q�' -- STEEL COLUMN, SEE PLANS V) TO (2)•-/5 LONGITUDINAL BARS • _ -�— 1/2 x6 x3" AN3/✓9�FLIAT B 4b1UE I �_ lit SHOWN 00 --1/8 RADIUS TO(x.fD EDGE a` .O 'AA' CA}-------- ----MIN 2n r PEDESTAL 4 ' „/ �-- C) N_ AND FIELD WEI.D TO EACH ~'� A-.CO _ .--_-_-. EMBED WITH 1/4* x 8 -- -�� _- . c Q r-"--BASF f WI T14 4 r HEDGE y f C XTERIOR SLAB - FILLET WELD --CO(UMN BEYOND -- ( ) Ki a C) �' - - - ANCHORS W/ 8' MIN EMBED. ( - - x C4 " - -- -� • r SEE SCHEDULE FOR SIZE. - ` 12" THIS( PLINTH 4) im --FINISH GRADE 4 MIN. --� . V) p M cv BELOW T.US. _-____ _ "' o m 1 "5 - WIDE FLJINGE COLUMN � ,� a� _SLOPE /71/4 (2! �` AT 4' 0.C - ^ 1/2" R, TO SET PANEL GROUT " n 5%1gTT . - 1 ---- L 2'a2'x5/18"x6' r d�/1N ,�_ a I v _ S FUSED 'B' k 'RA' FULL TER EMBEbs WELDED z � 1 r /�---�5) /6 VERT O EA y� m • � at * {.- . I ~' t A. -� - 3/4' SHIM SPACE irr {� b FACE OF WALL "C7 U L) I z �� SUB SEE PLAN __ WITH NON-SHRINK GROUT I� If o !_- xx ha A n Q I , —#5AT12" OCHORIZO O • o • �` ) I z FIN. GRADE_ 1 . T�I I4., •- _ _I / - 8L0(KOUT EA FACE OF WALL_ F- C•(!1 Q p '1n w 1 lu bI a 2 -+--EMBED 'BA' o ill 5/16 II N I• ` — a C »�h 1f1 1/4 f f EMBED 'CA' N CONCRETE FLOOR SLAB I C/) C �+ I l I in A t //''_ - - ASEE PLAN FOR ND REINFORCING THICKNESS I i 7 OOHING. SEE FUUNUA TION `� C G It t' U" -----_-- —FOR FOOTING SIZE - SEE - - -- W CL c: EXTEND k STD. HOOK UNDER /� FOOTING SCHEDULE AND B)Pr - -r_-- _.__,___ N Ion cV 4 \\-.-j4,5 \ FOOTING O REINFORCING I FOUNDATION PLANS • r A T IUP AND BUTTON 1:M@�Q.�' k CA v - -- • z C� q FOR CA' CONDITION * • FOOTING. SEE PLAN I W u -- -- FOR SIZE ------COARSE GRANULAR BASE ��-(2) jix9' AT 6" GA. - 10' HOOK INTO a-TG. )[ 01/1 O 1 2"x3'x!)' 1 LR. I c r c -C ©-- C / +r- I SUBGRADE PREPARAr10N IF REINFORCING SHOWN HOOKED INTO FTG. PER JET. 71.,8.1 < vOt a - .,a�w�'PACTED FILL NOTE: r?EBAR TO BE ASTM A706 - c CLR L to 0 z NUTS FOR OUANTlTY lls LOCATION OF PANEL BASE It FOOTING •may' PER GEOTECH ENGR. CHANGE AT PLINTH: KEEP NELSON D2L STRAIGHT, LAP W/ Q p aLi EMBEDS SEE PANEL ELEVATIONS. ►� ( �I I0N �- REINFOPCING SAME QUANTITY OF #7 WHICH HOOK INTO FOOTING, SEE FOOTING SCHEDULE 1 TURN DOWN SLAB EDGE M z WELD EMBEDDD�SSSSS� CONNECTIONS 3 TYPICAL PANEL TO FOOTING _ PEDESTAL SIM TO 1Q/58.1 g �`LINTH 3/4"=1' 0" g�1 ------ -- - 3"-!'-0" 1 3/4"=1'-0' INTERIOR COLUMN BASE (REINF NOT SHOWN) N � NOTl: SEE ELEVATION FOR LOCATION 3111'-0' 0 REAR . -------------- 112"=1,-V• - _ H DOWN HOLD DOWN - - -- - V 108 ELEVATOR PIT 1�---0" CONNECTOR CONNECTOR PANEL-SEE--, �� ( (2)-�/ X 3'-0' A706 OLD �,.� LIMN, SLAFT k -- -- -- ----- - ---- �'- I • 8" GAGE, SEE PANEL FOOTING -SEE _ SEE PLAN i D LS x �' �`'• i'-4" /-PANEL 23 a ELEVATIONS FOR w {� PLAN AND FOUNOATJON FLAN /44 SEE ELEVATION Ir VERTICAL Rf:INF(;,,r^LNG 1 -4 1/4 I ('i ( ELE+ATIONS TYPSIDES�r,r. I I - BARS---- TO LAP IF MULTIPLE CONNECTOR OF E PIT _ . L -___ — (2) SEND AROUND S8.1 I — VARIES. SEE_ PLANS 1/2" T POCKE T (?) TIE SET HORI7. AT f'-Q" 1x13 x18 W - O O FAQ --- -�{-- -5X5X X1'-4" - O 314'0 WE - -L5X5XX1'-4` ANC40RS W/ 8 + 'r , S Na " S5.1 MIN. EMBED 'I to W W • TOP O ( • / PANEL, SEE EIEV. GRATING NOT :r 1-1/2 ClR C1_? RET. ENDS�� �,,1 t'• SHOWN. SEE a �_ _ 2 cd PLAN t i /4 VERT x44 O 1'-6=- 8 I OC EA FACE 1'-O" FS X3X1'-0 SHIM A „FLOUT SPACE 1/4` „I 1 c) r• � � F , ol.... � _ -- -'-` l 2 0" SO TIE �T; �-7 _ _ ! • a • TYP REINF. _ ..... - �`----" ---/ * -1 1 TYP. t C ALTERNATE TO NELSON i 3� CLR �?` ' f. I)2l_: ADD TO f TYP �,. R -.a' (1) '3ixsy�xl'—s' — + V — SCHEDULED REINF WELD BOTH SIDES W/ - - TIE SETS AT 6" MAX }(" FILLETS, USE (2)- �, 1'3� 4' SUMP PIT 07 A706 W/ FLARE .[ • SPACING BELOW TOP (2) "1 2'-O` a' r—r BFVEL GROOVE WELDS NOTE: IF MU'_TIPLE CONNECTORS SPECIFIED, ° SQUARE (2) 04x r r BOTH SIDES 5' MIN. CONTRACTrk MAY UTILIZE SINGLE, CONTINUOUS9* OC -(2) - 'r NELSON 02L ANGLES k PLATES OF THE SAME OVERALL. - Vi s NOTE: EOMI BASE R, ANCHOR BOLTS 4 x T—T A -- O 8 OC AT SUMP PIT X 36' W/ STD HOOK G — - AND OTHER INFORMATION SFE DETAIL 9/58.1 , ( ) E FOOTING, SEE LENGTH FOR (1)- PIECE CONNECTOR O. y SUMP AT e" CAGE. SAME STRENGTH WAY AT UM PIT FOUNDATION Pt AN a s ELEVATOR PIT SECTION 7 PANEL HOLD—DOWN a HOLD—DOWN EL-EVATION 9 PLAN -- ,o PERIMETER COLUMN BASE $�,1 1/2"m1'-o" 1 �� r— 1 1 +•1'-0` �� -- S 112'-1'-0' 88.1 Al 'COLUMNIWALL _ 1 112'-1'-0" 88,1 3/4' 1'--0" .J NOTE: 1) PANEL REQU►!;c.S (:i) TYPE 'BA' TO 'CA' CONNECTIONS L2x2x5/16x0'-4" _ Q EQUALLY SrACED BETWEEN END CONNECTIONS SHOWN, EMBED 'AA' O 3'-0' OC- AL_T'ERNAT'E FACES. SEE ELEVATIONS lr DETAIL 3/58.1 , MBEU 'BA' O 3'-0' OC 10 - --EMBED A 5'-0. EMBED 'A' Exi/40x5- ��___�/ �..... 58.1 - ,-----ADD (2) /15 VERT. 2) USE /5 O 12" O ELEVATOR Pi T I3 -T"' V \Tw 0 FI►D DS E/4 � i AT HOOKTV ON, --CONC, PANELS 22 ! 23 SEE W U ISE ` I TO F9/4 4. � ELEVATIONS FOR REINFORCING - ---tlCH?IZ REINF AT FANEL. LEG " " • ;; W/ 180' HOOK. CONTINUE FB 3/4 x5 x4-0 I I '�—.BLOCKOUT 3/4"x6"x48" --CI12x1'-8"x10" p ONCRETE 7'1( -=UP PANEL CONGRFTf TILT-OP- PAST OPENING 2'-6' NMERE 3,/4-/ A36 .'OD x 44" W/ (4) 1/2'0x4" SEE ELEVATIONS FOR PANEL -{Zx2x9(4x4. O.C. REQUIRED. ROTATE HOOK AS _ I 44. _<ra, _ H.W.S., TYP EA BEARING FACE 112 SIZE AND REINi-ORCING NEEDED TO OBTAIN PROPER __ _�. - EMBED 'B' ``-(2)-/3 HOOPS IN TOP 4' � i CLEARANCE FOR OPENING , W P----- -- I f HEIGHT, SEE PANEL ELEV 0 ' ' I w M FOR LOCATION � � A \ II I I TYP PANEL ELEVATION /3 HOOPS O 6" UC FOR 4'-0" y — SEE ELF"VA'TION L • .vim *_ cn 1w`r • ?.4`x9'-0` I B• II II _ SEE ARCH �- ��' - --� - _ CE PANEL ENTIRE LENGTH �F- - __. ---- _ --- - — - _ _- SEALANT WITH- � V ' O : '+ • > PLINTH, NOTE 2 I I _ �, I N MORTAR SAND -. � �._ I � --FB S/4 x6 x48` W/ NOTE SPANDREL REINF NOT i °D TO MATCH " r (4)-314"0x36' NELSON v 1'-3 5 a� 1 1 2Z (2)-/4 EA ,IDE I( I I SHOWN, SEE 17/58.1 -- ------ --PANEL REINFORCING -- �, _ . OF PAN'-$- D2L O EQ SPACING A --- pA \ 3 7/19wCREiE TILT-UP PANEL E O SEE ELEVATIONS ,p�D 0 1'-7 1/2` OUTSIDE FACE OF CONC •1 �`r31 Kt HOLD-DOWN SEE DET. 7/58.1 I 44+ 2.-0' Z._0. (1), (2), OR (3) RFOUIRED, •t 5 O 1Y V7•:RT, TYP EA FACE 'I PANEL 5 O e' IVI i ri iN 4' 0" EA END I �� CONCRETE SLAB, TRICKS -INSTALL CONN O 3'-0' OC - SEE PANEL/FOOTING BASE __ NUMBS:,? OF REINF" BARS �I UNDER STAIRS I AND 1'-0' MAX FROM TOP - EMBEDS TABLE DRAWING- S2.10 PER EL.EV, EOUAL SPACING 3/4'0 x 36" NEL S. Da!- L 17.��` AND BOTTOM OF SPANDREL OUTSIDE ALIGN W/ AM WELD ROD ABOVE I ----1?" THICK CONCRETE PLINTH QU�jQE THIN BRICK VENEFR ENTIRE PANEL LENGTH NO1t.: PROVi7E CONNECTION O 4'-0" O.C. MAX. V-0" ABOVF I.I ., Tn 1'--0" BELOW ROOF LEDGER NOTES: #5 • 12" HOR17 7t 1. SEE PANEL. EI-EV'S FOR REINF --CONCRETE FOOTING i DATE: 2. SEE EMBED DETAILS f L2x2x5/16x4" 10/28/96 r END TO END �° PANEL CONNECTION AT CORNER _ _ ____ __ _.__ s 8Y: >3 PANEL LE�� REINF=ORCING S 88.1 3/4"s1'-0" � �.� 3/4"-1'-t,`" 1 881 1 1/2" � 1�-0. � i CANOPY CORNER CONNECTION ; CHECKED BY: 3/4 -1 -0 x RE`v�SI ON 5 EDITION >4 PANEL PLINTH = DATE: 1-=ry--0" j 8• SIM TO EMBED 'C' N i --SLAB, SEE PLAN -GROUT ALL AROUND W/ E 1/2x5X7 AFTER .iETTING FRAME --FOR PANEL REINFORCING -(1) 3/4"0 A325N O q, SEE PANE! ELEVATIONS SNUG TIGHT + 118 TURN __-,�3 TIES AT 12" OC r v r� d (6) `n • —TS PER PLAN uA S OUL MOHtI�AO • WRYE ArtS,r b I _ loss a_c ma,Ts RESEavEo " 'HES[ DRA//WINGS ARE :NE PRDPCRT!Or w ,r 1 1/2 M)AfANfi AREM01TO NF USED ASVOATFO`R REPRC - ' �.'' �I , ' 3 112" DlK'ED w/�iY MtRMfS M OF S A THE val(tp InMT7EN PERMlISS10N Or M 4 A 1/4 _— k PRECAST VAULT, •1 ` " 1/4 » SHEET t s 1 112 1 - COVER O Fr?AME I CLR T;P -L 3 1/2x3x3/8x0'-6" L3` �. ^� - I/3 O 12- TIES S8 . 1 W+ I OF JOR N0. >e VAULT EDGEr17 SPANDREL _1a ELEVATOR BRACE _� &20)N.r.s. i 881 ��._._.__..____--_ --- — No scALF ' $81 i 1/z"�1'--��" X81 c. _ `� � ��5 .., RPAwoo i _ _.._..-..�._.._... REVf,,ED PERMIT SET 12•-16--913 2hr IF THIS NOTICF.AI'1'EARi CLEARER THAN THE OCT' 7 199P DOCUMENT,'PHE DO(IIME.NT IS OF MARC INAL QUALITY. MICR JF11,MEI) Jill 111111111i 1111111111111 iiii�ili{i{� i i{�{i�ili�i{i�i ��i�i���i{i�i i i{�ir�ijiii{;li i{t{�,�I1i��i i i{i� �il�{i{i i i{i�i{i�i{►�� ,{�{i{i�iliii�i�i �{i{�I1{�{��itil,�i;�I�{�{i ins I M xE a �. _ • 1t1i11u1111111i11 1111►n11�nln�nlnnl;nllnl�ll�lllnl nn�nu 1!11{llninn9nn nn{nllUmhnl nlllnn IIIIIInIInul�,n�ullb,n�Inllln—II�I�IImI►tu!lulllunhnt m!�nn n!tlnn u!tlntt Illrlttt�i tittbtn nnhtn!It!inttlnntnntm!hn1t1!n1�t11nn, i i .._ ,€raw• - ..r.,-,...:. ...... -... , -------•---L3X2X>I%XBM DEPTH +3' 6' SPACING -_- fA#Y P1�WS -_ ORD STEEL_ SEE PLAN PON4SEE- (3) -)J'OX6` NF•LSON H44v� AT 1 FROM ENDS & EOUAL METAL DECK--- H 0 ❑ \ SEE PLAN 4. ELEVAT1tw.S �y 11y 4 w SPACING SEE PLAN -METAL DECK v N SEE PLAN -� s . «C LOCATIONRt rrf Q q -OROS 1 k 6 (3) /5 5 Cil 00 1oi1 _ _ cn I - S5.3 :• OROS A rr 0 ��) rc �,`•� x N` a rJ a C141 LM \ - -- 1 1/4v •A a " VARIES W/ ROOF SLOPE Q o d L 3x3x3/B w •► ^ yy ro -C 3/8`x4"x9` O 4'-0" O.C. i� v SEE DET 1/58.3 - _--- •�. � 0 • M 4 MAX W/ (2) 5/8'1x4` N.W.S. �. L5X5X)XCON1 '---GROUT SOLID ~� _ - t n tL - I�f SLOB E W/ ROI 2O 20/S8.3 W 2D/58.3 A 0 I `" a RETURN W EI.,.G♦A 1 M�1 --------�'3/H°x6"xkEO'D W/ +j�5 A706 Q C ® I • 58.3 a 1 dr B �.� "�` z 3'-0" 0 3' 0C. SEE E-- my O q TABLE FOR AMOUNT . IV►� ( 2012 -•--L5X3Xj4XCONT Wj Q C rn \ ji"0X4" NELSON Hot 4` V) A 0 I II -�. BOLTS dr SPACING SEE NOTE } 6 2012 M 1/4 3 NOTE: CONC PANEL. SEE ELEV-- - I O 4-0" OC SEF NO _4- L () PER 20/58.3 --- A706 REINFORCING STEEL 0. C C `t " DECK NOT SHOWN � \� .o�_ CHORD-- "--/� W 0 o cv 1/ FOR CLARIrY RF 5M. SEE PLAN--- -------BEAMm -L� `� __ r ---CONC PANEL, SEE: PLANS STEEL SEE TABLE. FOR AMOUNT • im MN PER PLAN AND ELF_VA TIONS - _ N • •�j WELD NOTE: W 4 3 in CONTRACTOR SHALL PROVIDE u v v NOTE: L5X5 MAY HE HOLED THROUGH ' ° VERIFICATION OF MATERIALS, x x 3" 3" 3/8" NOTE. L3X3 DECK LEDGER (1/5,1.3) STOPS AT BEAM 1'O FROM TOP TO WELD 3(6- 2012 6 6 NU r fu ._L ., . WELDING PROCE-DURES, AND q -• I. � �/ Q 1/2x12 W/ _- AND STEPS BACK 2' ALONC W/ 'ANEL FACE WHERE GAP PREVENTS ACCESS FROM SIDE � � START 0r WORK. .Q Imo a aELFVr�1�T�iON � o _ r WELDERS PRIOR •.'0 7Hc"--�OR EMBED SEE 2/S8.3 (4) 1/2" DIA x G" NELSON H4L@>E l�/•'1N - O 9' GAGE y F N 2 BEAM AT PANEL. :� 3 BEAM AT PANEL JOINT I __ I r ROO LEDGER _ _ _ " a DECK OVER PANEL ° s TYPICAL CHORD SPLICE z. i"-1'-° -88 3 1 112'-1'-u" u �38r3 N.3 /- N 883 NO SCALE t cr 7- JOIST PANEL LENGTH PANEL ,POINTS 7J' T' --PANEL BEYOND FRAMING MEMBER. DESIGN .--)J'O PUDDLE WELD O 6" OC ` SEE DETAIL 20/58.3 - _ - FOCONSECUTIVE R 3k PANEL LOAD O ANY 1,A8.2x2'-6"xCONTINOUS (BUTT ENDS)FOR TYP. CONN. �` -} - - F - W/ (0 ) 'x18` NELSON --------METAL DECK do CONIC FB ix)(xCONT BEAM- •'I I L5x3x1/2 .1V-TYP. 02L O EO SPACING SLAG, SEE PLAN FOR C •- 11 I I STEEL DECK. SEE PLAN 7-� THICKNESS � 0 --TYP. VERTICAL REINF. I I _ I i4 O 6° OC STOP i p- x { i r � / � -/l5 O 12 OC, EXTEND {f q o `\ j ,i L6x4x1/I �6-0 PAS/ INS10E , \ Z, FROM PANEL TO 3'-0' 0 0 I FACE PA/LEL M . �.. CEN TFR BM O . I� -C'ONC. v {. �\ .) i r1 PAST WF BEAM /+� CENTER OF WALLi � ! I SEE ELEVATION L { ,I ( \ { Z 0 r FOR REiNF. in w i o / z« W i --- °--° --- - ( ( 1/2' PLUG WFt D w N rS 17d V2�s V j.. EACH BEARING OR 12" : fV 1/4 of p t MAX. TYP 4 SIDES " '�• "- I + C SLAB AND ��ii �� 2 2 � -FB 3x�xCONT W - - ISHOREDECK PER O I SIM TO DETAIL 4' /� 4'-0 rr1AX. �, MFR RECOMMENDATIONS I^ FLOOR DECK BM PER PLAN- 4 20/S8.3, W/ .- i 1 � m Lai FLOOR BEAM do M" (2) S[DF. ft' s L8X8X�X2'-0' a/16 y• _" 1 0 WI %-0X2'-6' NELSON D2L a/tia 1' R1/4x3t:9 3r6 N z . PER PLANS AND (4) -('OX6' NELSUN S3L -.J`*'�.� =- -- /4 _- T W 'ti,c12" - (2) 3/8' ¢' (1) EA SiDE---- 1'x8'x1'-1' W/ 0 _1 - _ M O 3" CAGE ALTERNAFE �`�-- FB 3x)¢xC(JN / FOR SIZE do SPACING (4) 5/8"0x2'-6' D.B.A _ ----=� W/ D2L CURTAIN WALL, NEL.." D2L O 12' OC W/ NOTES: r p - - - ATTACH PER Ox436 NELSON S3L O 1. CONTRACTOR MAY REDUCE TO (MiN) 2'-5 FOR SEE DET 20/S8.3 k (4) 3/4"k6' NELSON S3L ---� 1.6x4x1/2 METAL DECK MFR SPECS, ADD 16' OC. SEE NOTE 2 ERECTION TOLERANCE. USE STEEL SHIMS W/ 0 OVER R1/4 C4x7.25 STEEL ALTERNATE BOLTS (NOTE 2) THRU SHIM & TOP L6x4x1 2 -�4 x CONT JOIST PANEL / REINF TO MUWON NUT TO CLAMP DECK TO SHiM. 0 1/4 1 'I'7V -� 0 5'-O" OC I I `�---PANEL PER ELEVATIONS 2. ALTERNATE: REPLACE. EMBED W/ DOWEL BAR 1/4/2- POINT WEB - -' MFMl3ER G7 / I SUBSTITUTION PER DETAIL. 14/S1.1 do SCREW IN L500/2 __.I_.. PROPERLY THREADED )j-0 SOLT O 8' OC 4 s� e BEAM CONNECTION M 7 PLAN _ 8 MECHANICAL UNIT SUPPORT a CANTILEVER SLAB _ N k MAX 10,000 IG UNIT _ NO SCALE �,3 1'-1'-°" I , �� Ln f)(X4X1'-0' v , �\ CENTER ON CHANNEL --� -314'0 HEADED SHEAR CONN. U• SEE PIAN FOR SPACING f/4 ---12" AROUND ------(2) %'0 BOLT W/ APPROPRIATE HWS THRF_40S, SEE MANUFACTURERS (2)-)('0X4)(" EMBED- /4x6'-0' O 24" OC 4'-0 ,y,IZI Si`FCS. WEDGE GAGE T 58.3 CENTER REINF OVER BM WHERE DECK y4 AT 24" O.C. L 16` MAX. 6x4x3/8x0'- O 5'-0' OC G a RUNS PARRALLEL W/ BEAM ONLY ' 114 V2 1/2' W/ 3" SLOTTED HOLE U -DECK do SLAB PER PLAN _ i f4 CONT. 3 16 3-12 I a C6 X -+ • COVER LR. 1' CLR. 1/;-T 4• C' ' V t 1/2'- t i/2' \ /--PANEL SEE ELEVATIONS I 20 - 11 BEAM, SEE v 58.3 \ ``\ • 09 OK •__,yr-_--. SLAB & Di 1, \ PLAN \ I o .. (�- 3/16" BENT f' SEE PLAN \\\ �• -FB *X3XO'-10" W1 (2) /5 DOWE.LL _ - - -- --- -- r CLOSURE BAR SUBSTITUTION, 04' GAGE v ' CONTRACTOR TO SHORE X �' _ ,.. �~ SEE 14/S1.1. TACK WEIR DOWEL BAR _ S'UBST'ITUTION TO F.B. -- 5/8'0 x 8' LG. NOTE: *4, HRACF_ AND 2' MiN. �>" Mlry HEADED STUDS 00 a 9 _-- A T 24 D.C. o O � PROF STUDS N07 REOUiRFD Q 112x5x10 IF LESS THAN 5" MIN. 2 1 1/2"' _4': 1 1/2" --� �� 1x4♦ W/ (2) 5/8'0x4" __ `� NOTE: PROVIDE THIS NOTES: DECK. SEE PLAN -- HWS ONE SIDE. OF GIRDERS ONI.Y. L 2)¢X2X)( BRACE OR _ CONNECTION AT 5'-0" i. AT ALL GIRDERS WHERE BEAMS FRAME INTO MAX SPACING AT ANY r \ _ w a r 2. AT iNTERIC R G.7DERS W41ERE BEAMS FRAMING - - PERPENDICULAR BEAM 3 ©FAM PER PLAN _oar 14 GA CLO SURE STRIP TYP 3(6 _ _ -_ -_ DECK OPENING GREATER INTO OPPOSI r£ SIDES OF GIRDER HAVE A 1'-0' 11 F • PROVIDE BRACE AT 10'-0" O.C. MAX. \ 3 , THAN 5'-0' ALONG OFFSET OR MORE. .713 BEAM SFT. PLAN ` -� -`-" `-_ -- PERIMFTEk PANELS. _______ B• ' CONC PANEL SEF EI_EV SAME AS--- O• ABOVE - L jr--- DATE: ;co t q, 10/28/96 r TYPICAL COMPOSITE BEAM N 12 SEC11ON AT DECK PAST FLANGE � ,a SHEAR INTO PANEL __ � �a PANEL BRACE _ � � ONE SIDED SHEAR CONNECTION N DSWH RAWN BY: 8�.3 1 1/2"-1'-0" \ �,� 1 1/2` 1'-0" 1 1/2"_1 -0 I �� NO SCALE N CHECKED BY: FLANGES `~ I_f3O Q-� ,�-•--3 1/2" TYP I ION 3/16 �--R 1/2 3 TYP UON 1 REVISION " w EDIiIC�N WEB - v - FLAGPOLE 8A5E. SUBMIT / 4 1/2• AT W24 _ F;` CLOSING - f ! ___ DF_'TAiL DRAWING AND / k LARGER >r g ; DATE: f. 6"0 STD PIPE --- I DE SiGN FORCES TO ENCiNEER \ FOR REVIEW PRIOR TO r4I .\ „t K W„ - SUBMITTING STEEL SHOP BREAK ANGLE 3715 ! ( ' ///...rrr DRAWINGS _ I•i I• !._ 3/4 5i 16 SEE ARCH 1•I I• - - - BOLTS PER-- F•i TYP FLANGES ;-4 CA�p IAN V" 101 • 3/4 3/8 SCHEDULE _ METAL DECK - - - HOLD DECK BACK -- Q 10303 ---- - SEE CXR. 111-AN , 2' R. x � -�• Q PER SCHEDULE. TYP WEB \ '• 0 3 16 -CONC PANEL � 1­13M 41, --_ -- _-_ .� PER PLAN 20 • �. ® ) / i - - 58.3 --„ 2 - 5 8 0 x 2d" NELSON D21. FA M.(�(LN7R j:M10 R A551K)IA'F S.P ! • O 4" GAGE ""1 0 1995, (�u RI �I'S ar ERVI D 2.0 r • I • --- - -- - i 5 x CON i ADDITIONAL TO FYP c� - - - � Y - -- r,�oaAWING5 Ot THE PRr PGI OF sE►.3 , "� BOLT & SCHEDULE - \ (T--_ I Mni xEN2R: Sf.1t0 1 0..rx' TF4•PC M$ • \\ ' _ (2) L 2x2xX DECK SUPPORT" 1.1 I• 1 j • FRa>a wa 4N%carn4buN r us.�R I 4" PERM NO. OF A-325N /? • i 3 1- 6 V•- � - � ON H4L 1WELDED 70 1 �t WIOx19'S f A • � o1iccNI P x�Tor+•wwNFa crrrPT w�rH r� I I / (2) .r/8 0 x 6 NELS -"' SHEET �' I 1 1 O 4" GAGE X SIDF- OF FLAGPOLE 101 is W10, W8 ti 2) 3/4'0 3/8" •1 6x8.2 / e (•! • W12, W14, C12 �(3) 3/4"O - 3AN - DECK LEDGER ANGLE NOT C)4x8x12 _ SHOWN. SEC. DET 1/S8.3 J x12x12 � --- ___- _.____. • THIS FL'�1 REPLACES \_-PANEL ' f:78M - W'18, W1B (4) 3/4.0 �j/6 Ac 14 W/ EDGE 1-I 112. W21 (3) 3/4"11 3�8 THOSE SHOWN ,01'17EINF, SEE ELEVATIONS FFR Pi-AN W24 (6) 7/19'0 _ 1/2" S8 , 3 NOTE: CURTAIN WALL SEE ARCH AND ---- - - - W IEN X iS GREATER THAN DET 9/58.3 FOR CONN TO wEB STIFFENER 1/2 AT DEEPER BEAM. 6" USE FULL DEPTH SHEAR `�W27, W30 ---� (7) '•O -�TAR w I Ru y�' END TAS );, OL PER PIAN l �-- OF g 1 O 1/2 VARIES 3'-0" MAX. W, FB 3x}4x9' __, SEE PLAN 00 as TYPICAL BOLTED CrCJNNECTION �# i05 No Ileis SHEAR CONN. AT INTERIOR GIRDER n f�OOE AT CURTAIN WALL. _ � FLAG POLE BRACE_ " �, � NON MOMENT CONNECTION . �� -- 11/� -� 0. w 295385 X8.3 -- 11/2.8,•_°• N �,.�, 1 w�t -°" s8.3 -- 1 ,/2 �1'-0" --- '•�' REVISED F'ERMiT SET 12--1 6340��6MRedwood . OUP -0039 25 of 25 sat w ...,.. .. -o,.....a..«.....:...w......-•.....«-....«....,..+.........,.w.r..........w.............,..........r.,........ww..•,........-.rr..- «......«,w.,,-w...+...�,.•....r...•..+r,r..............+...n.rww......•........-,.......-.... w.,..... _... - .. w >, iF THiS NOTICE.APPEARS CI.F.ARER THAN THE 0Gr 7 199P DOCUMENT.THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED C', Jill 11`1111111 1111111�1Ii{! I i;l{I11�11111 I IIIIIl1�1111111 !111f1i111111 i illlrjl�iIll! i Illlili�l{1l! i ill{iil�l{1{{ I !{!{!{I`Il!,i I I{Iil{i�l{III{! I lllll�illll(I IIIII�I�I{ISI!. !IIIIIIIIIIIIIIIIIIIillliilllllilllllll1111n111111 tlll{lin nlllllll I!I!{llillllll{1111 IIIIIIIIIIIillliin Illi11111!Illtilllillllllllllilll�lllllilll�llliiinllunllni�isn►titiinn IIIIIIIiI n�illiii 1111{tlil 1111{tnl illilitft Itn{t11111N{IIflIIIItl11N till)+tttl++,tl+►,�iL++ j i ' )u.,._..:...w._.Y„uu.J•li.....-�.s . ,..._...:.,,..,.yy.,-.rwi ....-� Icy.