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15350 SW SEQUOIA PARKWAY-7 NGINEER�NO CONSI-I-IINGi ENGINEERS tv1(�ff`IE;RING :UfiTf'�T _ _-_ (i7tw�l' -�r)ArP. y0WE E t AV!l�UE N.E.. SuITE e-1, RECNIONi), wA 96052 • (2G61 861-131 82 cCoNSu�TtnsA _�3c1n,EEAs ;1,5:35 1'�f2rto �avErnJs_= N•t;. 8.1 ;411NANE�~'',.odes - REDMCNC]. NA a6G5aa TREAD AND R15ER ANALYSIS Icier- * t�� rkMGf2x Ip.�,o� MATERIAL DESCR I PT I rJ1J Assume: treads span between risers and risers span between stringers. All material is steel purchased in raw stock sizes. STRUCTURAL t.AL%7JLATIONS A. Tread: 14 a 1 = 11' max w= 135 sf 9 (max) P (0.94#lint) Rolled stock 42,E HOZ C6 x 8.2 Channel ASTM A-36 I � C8 x 11.5 Channel ASTM A-36 Q. x , 1 P (r . ,- PACIFIC STAIR MC12 x 10.6 Channel ASTM A-36 M = 8 = 14.2# - In •�"� �' �' z�0`' i " '������ ��� �•r- 3" x 3' x 3/16" Angle ASTM A-36 pAw:'RUST LINTER L 1/2' x 2 1/2" x 3/16" Angle ASTM A-36 rr747A9 C'-i = -!DR • G �>`I I �� 1 1/2' x 1 1/2" x 1/0' Angle ASTM A-36 S = 6 =0.00093 in3 fb = 15.29 ksi - -. TTGARD, OREGON Sheet Stock Fb = 18 00 ksi OK � 3/16" r, 104 ; 12" , 14' ASTM A-36 or equal B. Riser 14 ga L= T -04 (max) w= 135 plf Min . 36K yield Max . 26C ��t.; I%`j ji 4t , ;b) 1/4" x 12' , 14' ASTM A-36 or equal A 52 r Min . 36K yield P1ax . 26C 124 x i�� � �%�G' tl'?j 10 Ga. (varied sizes) ASTM A-569 or equal M = 8 383 ft Hin . 30K yield Max , 2GC 12 Ga. (varied sizes) ASTH A-569 or equal6.5A9 - Min 30F', q .075xCSC=K.. yr.-r j_�-rte;%!'•ice. =J -�•��r-' � � � .. '/ 4- PROFC 14 Ga. (varied sizes) ASTM A-5691ordequal 26C S = 6 = 0.528 in3 fb =8.81 ksi Min . 30K yield Max . 26CFb 18.00 ksi OK �`^aF c �1�{O�'�� 4- - E� V1 �� r EFq f 14 Ga. Checker (varied sizes) ASTM A-569 or equal Note: lateral support for the riser is provided by the tread. _ 2 �l 14.1 5 1 Min . 30K yield Max . 26C 71 1/8' Checker (varied sizes) ASTM A-569 or equal 1. Check welds, riser to stringer, 1/8' fillet 1=21" 1-10 Yt Min . 30K yield Max . 26C ✓G�y�6. `��� Rod; V = 124 x 5 _310 # fv=1.76 ksi �,,r, 1 � t: 4(Dj 4-CC • ASTM a_3n Fv= 14.40 ksi OK ��;-- *�� LO R• 5/8 Round 3/4' Round ASTM A-36 fv is less than .517v; no special inspection requiredi 04 Concrete reinf . Internediate grade 40 ASTM-A615 ` tAP. DATE #5 Concrete reinf . In ternedi ate grade 40 AST11-A615 2. Check riser for critical moment between welds: #6 Concrete reinf . Internediate grade 40 ASTM.-A615 DEC 3 1994 Tubing and Pipe Mcr=2xifxbA3xd (ExG(1 - .63xb/d) )n5_ Handrail HI-Y50 , 50KS1 yield 6L 3" Sq. 15 Ga. Tube ASTM A-500-8, 4SKSI . yield 1 1/2' Sq . 11 Ga. & ASTM A-500-8, 46KSI yield E (mod. elasticity) = 29000ksi 14 Ga. Tube G (mod. rigidity) = 11800ksi 1 5/8" Round - 14 Ga. ASTM A-500-9, 42KSI yield b (thickness) = .074.1 in. Tube d (depth) = 6.75 in. REI;`iVED SES 2 1� meld!na Materials L (unstayed length) = 12 in. Wire E70-s AWS A5 IS Mcr=4523 Ib - in = 3761 b-ft 130 388 Ib-ft REDWOOD LN., 6650 REDWOOD LN, x650 Note: All welding processes to be accomplished l UD LN., 6650 4 OF 0171 (BLDG 240) 34 40F3 in accordance with A.W.S. re uirements REDWO SEAUOIA PKWY.. 15350 BUP 94 017'6 (BLDG 240) BLIP 94-0172 (BLDG. 241) UP 94-0171 (BLDG 240) REDWOOD LN., 6650 3 OF 34 1 OF 34 SUP 94-0171 (BLDG 240) SEQ1101APKWY•, 15350 SEQUOIA P 2 OF 34 BLDG.241) I KWY., . 241 SEQUOIA PKWY., 15350 Sup 94-0172 SUP 94-0172 (BLDG. 2a1) � SUP 940172 (BLDG. 241) .,....a.... / H O V v C E v G I N E CR I N V CONSULTING ENGINEERS 2535 152ND AVENUE N.E., SUITE B-1. REOMONO, WA Se052 • (2c6J 6e1-A1p2 Poll Type �® C0 osite fl PACIFIC STAIR ----- m p oor deck HANDRAIL AND POST ANALYSIS ":QA PACIFIC STAIR Top Rail: 1 114' 4 standard pipe, ASTM A-53, Fy=35 LATERAL BRACING • Roli•foiTned embossments form economical union f trete o steel and - -.rlU:-c:, concrete - '" { �. 1 Posts: Same u s I°' • m webs and '!-grooved flan i,.st�; •, Top Rall gee minimize need t Load: 5 #/ niform horizontal forcing tears or rein- 1• '- ":- .,,,.,...j.::'::�' ',.,+.?'-c'� t r .� ���.:':.....Nom.-. ,,.�t''.•l. • Po�,�a 41erai and vertical medianicai 5onds create composite �;c�;Y,'i;sj r~ r-,•j^ '' r�r SEISMIC FORCE: Fp =7. I CP W Z= .30 (ZONE 3) I--;,� ,:�.,• Tr 1 y i+ ii A. Checktop rail: 0 CE: Cp = .75 ► Oeck, ova la',1e w Lh swaged ends for smooth end laps ;o eliminate e ; r t "yL• LNcIsz�4 54xFp = .225W - • Galva,vzed,,orrrne nc �;` M = a = FS 5 =.235 in3 1 = 1.0 pa,,!!.0 finishes available ` i � '�• '! b W=WEIGHT LMAX = 8' - 0" FOR THE PURPOSE OF SEISMIC ANALYSIS IT IS ASSUMED THAT THE STAIR Section Pro�emes(per foot of width) SYSTEM IS MADE UP OF 3 UNITS: (2) RISER UNITS AND (1) LANDING UNIT. '- ws,9,,,Cowwod Area;-- B. Check Post: R =2.75 x 50 = 1<18# H =2 -' 10" Alloweple Reaction EACH RISER UNIT ACTS AS A BEAM TO TRANSFER SEISMIC FORCES FROM 'o Gaive.uied rt n4) s Eno, Inter-' THE LANDING TO THE BUILDING FLOOR SYSTEM. 'Lb�.r-, n�1 rnairz modiste rs.s/a• Ibs./rt S. �--zone• M = 138 x 2.84 = 392# - ft S = .235 in3 19 i e7 .Zoe tiro r� -I LANDING WIDTH = 4'-0" 20 2, 1 .233 2-32 530 1 3/4-+•i r• I?'t.t/r' f 20.1 ksi F =21.0 ksi O.K. is 2.9 a60 1850 b = = 8' -0" I .�za 349 ! remlt! -------'-i t6 3a 4�0 444 2540 3380 L $340 C. Check weld: M =392# - ft =4" STAIR SPAN = 1(1'-0" 'End Bearing j 1.5••-Intermediate Bearing3• , UNIT WIDTH = 4!-0" t.5•' 6- !11 For end reactions or for caxentrated loads on outer ends of I I�t'1/a ` 392 X 12 cantilevers-1.5'be,-,,,� I = . T= 4 = 1176# A(weld) =2.0x.1875 x.707 (2) For reactions of interbr supports or for concentrated loads 1.3/e--4 F.. t-t R- • located anywhere on the span- t.5••hearin • 24- I 266 int F g p (LANDING ) _.225(4)8(30) =216# fv=4.4 ksi Fv= 14.4 ksi O.K. (108#TO EACH STAIR UNIT) N FV .5Fv; no special inspection required Fp (STAIR) = .225(4)10(30) =270# NOTE Posts are located at risers M=270(5) +108(12; =26,46#-FT 'ABLE :7•-ALLOWABLE SUPERIMPOSED LOAD fibs./sq. ft.) FOR ASC TYPE 8 HI FORM with Concrete Fill (:OUPLEARM =4'-0' T=2848 = 662# Totes M capacity with 3/16' welds 4 !slab Th k. ' C,x,� Span-c/c of Supports 2790 2 3 H 6 s• 9 0•' 9 s• 10'0 10'5•' t 10" 1 rs i ro V MAX=(882+ 189)1 Unrt wt. � s•0" 6•a•' � 7.0" =' a•o•• 2x 263 233 209 188 170 140 127 116 :cs s7 90 83 77 12 = 13954.- 1>392 O.K. 4 PCF 20 311 305 273 246 1 223 204 I 187 1156 143 132 1Z2 113 105 1!0 18 344 305 273 246 223 204 1 187 1171 159 147 18 144 305 273 122 113 105 I 1 248 � 223 101 � 187 171 159 147 137 17.8 t05 �' 22 310 j 284 I 254 123 1 188 170 154 141 1 12U 118 109 101 133 _ v 4 ' - - 1 flop I 10 %18 + 370 331 299 i 771 148 I 207 1 190 174 160 148 137 123 b�b ( I I 18 418 I 370 331 299 I 271 ^,48 125 I 207 192 160 148. 137 125 g C v �, �'� 42 i 1 18 418 370 331 299 271 248 225 201 192 177 165 137 125 C7 ^ t� g 12 167 i 237 212 169 I 152 137 124 112 10l 9a 86 79 73 -9 o h� = .�S `� c�X ' �-v''� 1 4 REDWOOD LN., 886f? 145 PCF t 10 349 310 j 117 250 ! 2Za t85 ( t 68 153 140 I 129 119 110 102 .9 I i SUP 94-01'71 (BLDG 240) 19 349 1 310 277 250 2.26 105 t88 1J4 140 129. 117 1 m m 08 { 100 G a 3 N I - `- 7 OF 34 15350 3a9 ti,10 277 1 250 228 105 .88 174 , 150 I 148 117 ` 108 I 100 O g O N a N //11_ , ,OTE S ' O 4 O Q �T I� tz i I /� ��s ..-. ._. SEQUOIA i�KWY. i(L ILL BLUO' 241) BUP 94-()A72 ( .1 !Aorrnq r?wtced at mrdsoan for values in the sha.ted area. "hese values are based3000 o r• rn a m 0 a 0. -on "� S Gd. <. N> stn;ct:on load. m .. �/ r� -,- � � �, ,e aeM.b wlr,Taw. Al R, ILMED =11ILL11141141111111111INIII lilt 4,i1IT11 � .11111i1 111 111111�t , 4 X r 1 tr i r til " tri► Int .I t ttf�t1 tr111tn11tthtu ttcl111111t1t�tnt tlllutt ltirin. 111111111111111111 fl(11lnlh111111111I1I11nulUl1h111111111111111rirnr rnthr' 0 ,iI SII htlllfr nhI111 rl ltt IIItllllt D 1/4' 0jr 8'-2 3/4' fit ff PF W 21 50 (T rr W 12s14 W,12 If 10 G 4 -4 3/8' -2 1/4' 5 - 4 5,'8* 7 45 7/8* 45_7/$.___ W,12 x 10.G 47!8 6 -2 3/4 C.'18 3/4') 1 14 7/6* (TYP q _r, 1/2' 20 -5* IV 2 3/8' IL 4 -5 5 ''8' CII)T AT ll'-jC_)'--j' L 1 4'-5 5/'8' G 15'-8 5 8' If -1 — 5f_��TPDN A F 0'W F.C'.w 2-G -o- r LEVEL 3 Ln 1-28 p5q IXK E3 1- B pj_'lA -- ---- I, - '— A-11 LANDING C_P/ P.<7 7 E 3 1 c 3 4 0 #1 3rd FLQQR 1-24 1 1 4 �9 0 P NIN G) (.11)T AT ll =10 --l' Pp ly-0 i'i K rIj lff IRP LFLOOR -A� P 5 3 , Iw LFVEL 2_0�_ 20 -8' rp 5­4 f 'n 4 718 4 -5 5/8' Cll)T AT ll*=l0' --l* 45 5/8. G 3/5* L L 4 Q9 15 -.8 5 8' F O.W E A F 0 W 11A MID-LANDING ILUJ P. IP57� 8* EMBET) - BELOW 1 TRrj. • 11' UYPIGAL.) DN. L EVEL I a cl ,> L rr cSTAIR2 STAIR #1 2nd FLQ(DF),,.___. A STAIR I STAB 3 cp(_)U(�H 0 p PE NIN G SECOND FLOOR 4f!L_HkM A5 If D 20'-8' STAIR tj 2 4 5,"8 G Q 5E AT 11'=10- -V L 1 4 -5 5,'B*--- r 0 W F.CO).W AE/ UGU CnNSMU2.T-1 0(.). FINISH FLOOR ­­-, 4 ---a - 1 - 0 Submittal No. **"now mm C,,,rrc,.tl0S3 11-10ted UP Rose n-1" PLE4 _)E I IAT1 w 1-IB adlifirellN to I lk� "t._%4'6%� MQ'TEiT4. El5[ D[WAWjN,5,_�i REFLErT STAIR C0(`IrAt4T -X�;P-Pl- factory coz��ict.:T 5r5TEM. TmEl DO 40T N[rr5- -El"*1 Oner, kchli"t to x0 ARU PORTRAI THTNI` ARCt%TECrURAL ID P 1& 10-.40 15PECAFK ATIONS. U ii�w'; Najae 'ATVIRALL ENGMERM DATA 4) 1 J 'a S ANC, NNil.lANC, GOVE5 ARE WC*- P r.*A T E U IN''f j TME SYTJM DEC-4coh FACTRI-Ifn] . PAGIFJ�_ Uomr- UtNit.lK (11)T AT 11*=10'-I' 4 -5 5/ 8* Cot), 26 ti 4' C REDWOOD LN., 6650 F,O,W F' 4___ _ BALKAN Nis 13UP 94-0171 (BLDG 240) '-w 23 8, 8 OF 34 -..__20 —4. t b TAIR 41 + SEQUOIA PKWY., 15350 3 1 BUP 94-0172 (BLDG, 241) # 1 FIRST _Fk0OR etc W4 C, Mm 6 PEAPA C '_�TAIIR Go, .- 5 AL f M OR 165 E I SEP 13 1994 PR FILMED I I III I III illi 11 .1911 Will 111111 1 9 I too 0 C"mi F f ,"� LA♦iLK+� SIH. Yo _NA SQc. D ` D 4� PS - 5 3 ♦ j a w Z1 0.I - +� fN. t' r L l(3R J l Wc12 K 10.6 3 (Trr.) f ;l / " - 7" 3 CA '- 1 �) ..................C ? � : rP>� 1c• 6 ) I SECTION A-A �-� `�•/ a Q': . . R� t r:k CENTER 9 ' - 94 8' n � o --r- leo P/A o 1Z�F__.. H oAcroFNy , slf' o TRD / I 41 -7 q-8 � I CFeW STAIR 3 \� E `E3 ry i $-1A IyP I aoaoFF LEFT i4/AND ASCF-NO ,i n C.fNTFR WAL.C. i lGD ��. N,�` 6,e Fa,w am O > w 31fN NO 3 /!o ae 000ti - - _ �� CORP �E FEDWOOD LN . OM p1<' wC1N OPfN,NC1 - . . . . . ._. _.. . .. ._ - ..__.. r/^�" I\ U S�� }', l lF �N Tfh STAIR FLAN elA g In it , -- BUP940171 (BLDG 240) sca♦ No _ .�nro.cnn a�swvn tsij B OF 34 SEQUOIA Plryyy 1535 0 TA f R 3 BUP 9/.OI 72 (REDO 211) i - n..�ny♦.moo,¢" 1,ACIF !r [ r/�lK Cc L SEE 1 3 1994 ` Ipill�ljlqjljllFjjljljLMED "iliT- opmil II�I,I` II I i;;lili�i;ili i i I iTi ilill1i1jell ! i1ilili�ililili1i1ili ililillItfrh tllllltlililili i ilili�ililili ililili1ilili mllmunlllun nuluuonllummlhm unlnu nnluu nulnu uuiun mda llnulnnlnnluulmiluu mdnulmi6ndnnhm uuliulliei nuu mumLm ladnu uuhm T 1Ilml nnlnu 111111111 uulnn mdm' liminiTmhm mduul. n STEEL MCLkIK1C9 6 rl'p LIN Ca ��rEk.l w,TKINu���, -� SPUD V,A � ---__-- -p. �,.;.1 OtoV-<.lo I+ I ll ARff ION bLRE A• s -AAcf( WX at•'4rn \ 4 x �. -—c n U at cow weu ` , ORA G FOR pf A tea. l'�►k5 �C . _. 2 1 y -� a/\ J� ♦._ _ . G - A `, L �--•K1 4,` )Nt: -' _. __ A f` I _ - _- L3x3xli4 LEADER --Cwl til C _ ..... :z 'lL`lS+��" 14 go',I!- FANS � �,: � 6 R ft 1 a of i r _ _ _ U W/'S/fib'f�>c3 �' Ef)GE - - - "'CE Dlkw . t 31,15,1/4 h1C�R * W /G 11AX"Jtl 5PAr NG CR GESIGN 3r.1a 4 E EXTENDED TOP - 1,_.rJrt,;+ReQv e�ofwrc ,� a,i�P i -..�_3x3r1,4 LLOUR lbt.W) I ; r,rfu c. GONG wAti -`'� IrlVIA _ rirJXj�.F C'' 5; x 1- ' W -i .� •pisiacm Ahu+ar '� .. R <? tj f� l :. tC7� (; ANI.t {_ k' _ yam•-- r f I l9'MCIAL OCL-MY1G-.,� I 1 TAJ.LQc-5 {. NSR_ �T�_ S�-A►�) �T — r!-la _ - + ` II� T '1 '4 T'•, :5'x3'4/4' POSTS �` II tJ -- - • I I , F00 l..Rrs 43EX OVAL �: -_ ____ _. __`Mllb►+ O/CNNV w1orM 3,16 F 5fir.v.TIO `f D--- D - -r 0 rias" r,0 r"bM---- '. 14 STAIR STRINGER TO 1 �� °� �°"` sf� *ALLyf���M � _ ,FAIR Wpf„ _ Q.�AL� EB . I CONC FLOOR DETAIL EXTENDED BOTTOMit 1 I a 31 M W/PAN F'ILLEDTREADS .r AIL L )__ _�� 5EE ALSO DETAILS SHOP WELDS ARE TYPICALUN_- A A -- 2.)5b' (br ' wCGGf wrtEF:t: APPLICABLE ~ ANC,00* PER POST DETAILS FOR EXTENDED LANDING r TOP & BOTTOM CONN. DETAILSSTAIN PIATFORW DETAILS ��� J�A'R PLATFORM DETAILS STAIN PLATFORM DETAILS SECTION.. ' SECTIONS' Pacific Stair Co WHr: PLAN VIEW" ��"` r"er pj303 Pacific: Stair Co /WHE Pacific Stair Co. WBE Pacific Stair Co /WB£ am tuff St. Nd. p -lfle 91eir CG /WBE 8900 "wf St. KC, IM Huff M. M.E. ----_----___.---. -_ Sawn, Or"" •7303 I iolem, 0 9)303 3abm, Organ 97303 8900YI M.L. ��Mn Snl�m. CHyon •7103 P53 pc,G i ONtrFeE1.E CONTRACTOR TO FILL. _ ----_ - --- __. GONGRE�Ar�� 1-E GONTRAt;TR TO FILL EA ENn � - VOID WHEN POURING QMS _ �. �� 3. ie 3 1-1i4m ..- M I c r 4 ESL GGKING I. STEEL STRINGER - �.� CONCTILL EA. END . VAR L3x2x1•'4'xREQ U i"iG12xi0.6 TY'P.U.N� '3/iG 3 1 -1 'a' L'�x2x1/4'xRE C� D ` ,�w/C:�? 3,/8'0x3' E�•. END �/}---1�-i W%�(3) 3/8'mx3� X2.5' cTF'FL STRINGER- H5A PER STAIR - ;' NSA PER STAIR BAR 4xli' CONT -- `_-- - i 1-1/2'MTL DECK U.N.O. - STEEL STRINGER -- -� OFTW. STRINGERS (2)5/80x1-1/4' , r•Ic,l2 0.O.G T YI'. u N O TOP f BOTTOM 14 B L3x2x1:'4' GONG. C(DNG SLAB T iP2-i2 _~_`' BETW STRINGERS I4go. 1lPAN 5 �---- -- � YP GONG SLAB ._ _..1 L3x2xi/4' GONf� I SEE DRVYG. 1. 8 3/4 �. ; x2xl/4'BETW STRINGER 3 x 2 x 1,"4 FOR OfSiGN �E?A1L 7r v---�TYP _..�� �i>N�, + SO�'PC�!?T I i l 4 (L, ) �4ga. 1� PAN': 1� 8' 3iPANf TYP. B r OIHERC, '� 14ge. fE �, _... - s lig 3/ LANCING TVP .,EE DRWG. W DRWG. FOR DE"51+_,N DSL 5T � � FOR LSE 561,1 ST 1-1/4' SLAB E E TOP DUAll� _.___._ SLAB EDGE TOP --- � x2xlr'4 � VARIES EXTENDED 3-' 1to Vi.S" EA.END f5�2�12 --- ---- _. 1 -4-MAX L. rP 3/16 2-1/z E4.ENG 1 ,8 ` -1` T 1, 6-T7-TrP _DE 'AI C —G EA.ENE) 6 EATNO ,OR PARS SLC WTe� -•L4x3x1'4' 2-1/ 3/1(0 T , LB r S STAIR STRINGER TOGONT.eETW --- i 2x2xi/a- 2-1! - L. LANDING DETAIL STRINGERS ,0NT.BE W. (LANDING BOTTOM) W/PAN FILLED TREADS 'CA Clk PARta 5([ pET,� IiM PARTE Sff :>E1Al'® STAIR r�TRIN�.ER T, STAIR STRINGER TO V-E-TA1t Sa � — CONC .SLAP DETAILS nEAL GONG-SLAB C'-TAILS SLAB EDGE BOTTOM SLAB EDGE BOTTOM W/PAN FILLED TREAE 4_. Pacific Stair Co ;'Wt3E W/PAN FILLED TREADS EXTEN1)e:n , � am muff St. N.c. a Solon, Or"M 97303 Pacific Stair Co /WBE Pacific Stair Co /WEE ---. 8900 puff St. WE 5010- Orew 97303 11900 Huff St. N.E. SoNm, Wpon 91.1OJ PSS P54 F, 1 . .,v' --P G T905T,T, NOTE=THESE DDRAWINGS REFLECT _ �IGaRD ,� PACIFIC STAIR COMPANY DROP--IN- REDWOOD LN., 6650 STAIR SYSTEM THEY DO NOT NE;CEs- 1 SARILY PORTRAY THE ARCHITECTURA!, 100 OF 3494-0171 (BL.7G 240) PLANS AND SPECIFICATIONS. STAIR D[ 7 AIL �, ! OWEVEA, ALI, ENGFNFFRING DATA SEQUOIA PKWY, 1835A AND BUILDING CODIFS ARE INCOR-- A�,� I � I'T AIR �, � �� � SUP 94-0172 (BLDG. 241) C'5ALEM CW ,. f'tC PATED [NTt1 1-HE SYSTEM Dir.SiGN J 1.., ,'? F3 SEP 13 1994 I�11111�1 !!: II III IIS! (I 1 111lIl1�1111i I!Il111�111lI Il11111�1114 1!!!11111Of I I I L I M 111111r,441 111111101111!I111111111111 1111111+11111 �IIiI Iliiil Iminwliunlil�ciiuitlm unlllll nninn nnln;i nnIlnllniilmililnlnl!Innlllllls!ni1n11liilnnlnnlliiillniliniiuilllnilnnlnn!inllinllnnliill uilli7111111141111 i Imhnillnllnninnhnl nlllnn Ilnlnu illllnnlinllulllpll 11 -.rN+.r�wr.,e.�wir.�.nwr.rMww w.rw�wewwsw.*••+Mr►.*nwr.r�,wawa►•rr.r.aw....w�www,+.wr•.r.wrwe.r•...yw« +•.vcwrMrrww..w.,,.ro wr.w••,ww+Y..nrrv. �. . .."_�... W-31i TO Must t2' 7OfAt 14P.CACS WALL at t RIGHT HAND _..__ END -SiiaWit � 1• LEFT HAND ASCEND.- OPP. op OF `a.I AMS' ^I Oc tit — ARIEr PIL,G yPt_Cf lowfIrtQ WELD IN N. I.Rir�f� rhMOc:�Trt `� IN �.� ., ,•� .w� `` � �,\, •'*, � ;ter "/'�`�,��, ``�...�_........ ,,� IN AT OF RISER FIELD srXE c AM 5 tj � I y.\\ .._.....__ ..... � .............. ...._...,..�.._.........r`\ �.,` �.,� may` � .� I i � f (f1 IJ WELD I YF I\ �`�••, ._ i! (:..INC SMOOTH a ~ \ i IN _.........�._..._... ....«....+-•�.. .-�.,.�.-.._.._...._.........,....rte....... _.._�.,.......-„_ � � �� \\~v .,`\,..`�• �,` � _.,....� ..r ( OF' STAP lee /- , tom `\ .ja {•... v� - UNIT TREAD � � //� , � ........w...—.a---+ 33 MIN Now- ................ Vp Or, P4 Nr �,• �,,-,l '�a �`, .-fir, 19�^--� r rF' /✓y ra \ �•• �- ,��'� WbGNI ? i .� Vf�� c ��~ ' - rf t' ! '�-r � _! +N' 7��' - 1. '�' ',_ ...NCO.Jl O 1 Rf AD �./} STAIR NO�jt r 0TFAt r' swift- A-a 1 ;.._.� .._....._.-,_. -.� - L4hll !NG �•Hara. � ,� �.;p...,,�rr�' _. SND, AII.. [�E A) G. A-A �. 1/40 AC. U`.:T -A i(,, �, ;�."'"'. . k _+ .4Qa. ! N � _ rN07E�'TNESE DI)RAWINGS REFL7cCT Y GAR PACIFIC' :STAIR COMPANY DROP-tN- "��� REDWOOD LN., 6650 C T r STAIR Y37'EM THEY f�U 1rU�' N�Ck.S— � ��� BUP 84-0171 (BLDG 240) -5ARILY PORTRAY THE ARCNI'C MRAL 11 OF 34 11 OF 4 PKWY., 15350 PLANS AND SPECIFICA FONS F"'� " p,,1"OL DE 7 AIL. SUP 84-0172 (BLDG. 241) H�, Al.d, t;NG[1�tk;Ff�t1hG hA7','� + l C•` " r' ,� I a 1 1 �•. AND SUILOINC CODV3 ARE INC OR— J y.rryWyw,eYWa„Yw nAl1Y11 ,ITi1r .'-'HYr1►i",e.Mld•eA•1)...wM4,.•Mrywerw_wq.NRI�t,Y.M/ :PI.MVIN".faN•e1FM11,MwaJ4'AM�.�gAMV�MM1•I,.i,.. /{MMwIM :`�YfMAR9N•�'.� /A)Yy�M ♦` {`y+ �j. ...Y�'. u (� �] MiMwAHPw1�110rM� '�1�/frliRlpi.MfMIIr�MVwA!'VMM�wt +NFAM�►/w IhT�11M. M/a�1..w'IM�MNh1u,w'/T+'wMri,l11+M'M.Y•.M°.MKMnMk PORATO INTO THE `5 J,;TEM PE IGN SEF, 1 :3 1994 1,q FILMED IJIII111111II II IIIA+ f :I ! IlIII�I�I�III I1I1II1011I II!IIIIIIIII! III1II. # IIIII( 111111 1 IIIIIIIIIIIII I;illlititl�# I�I�I(III!!Jill911111111111111101111111ill OAK' IIIIII!IIIIIIIII IIIIIIIII IIIIIIIfIIIIIIIIIiI IIIIIIIII IIIIIIIII IIIIIIIif IIIIIIIII IIIIIIIIlIIIIIIffIII1111I1111IIIIIIIII IIlilllllllllllllll Illlllllfiwllill�ll!nnlllflllnlllnlinnlnll nllllnl fnlifnlinnhnf imlllnitnflfflfmululf ffafhm Ifnhfn nllllul If�IinnlrAfl YY o', 30' U / Jo v' 0, Sri u" _.. _ - -- - - - -- 2'-g" g�_0�' - 6'-11.. 5'-8" 8'-6. '-2" 9 2" 1' b i AKI I ___ j- Cl_R - EL V. E UIP. ME Ct /ELE .� Y 109 FS 110 F' _ __ PIG PIN P1J PIJ �P1B I P1B Fz 1 - -- - _ 1 __- .._ Q ?10 ; .c Pt A _ -_ PIA _ I p 1'1lJ 1 < OIL a 9 �; W I A7.1 GPP Pill �fIG �i 15 F / I �., 9,_4" I b A 7.1 I I I � I A 6.S I � __-_I _- ---� I A6.5 _L 4 n j' P u. 7 1 e 9'-4" o' 4.. 4.. -- - ELEV. #2-- �. c� �J _ - A6.5 PIA �Y I PIA _ ' i I -- _-_-- - - - - - -_._- _. ___ - ----4 t PiH - I - -. -- -- _ _ STAIR - --- - SIAM _ I - -- E _-=---- - PIA FL EV. LOF3fj'1 1UP M~ 3 F __. I,iA PiA r- ('1A 107 F9 104 1"9. __ 103 F6 8 -11 - to - 1 --- _� Ir to _ _ it I Ad.1 1 l 3 M 1 r i I ✓_ \`° _ ;n SIA WO CN - MEN _ o A615 v L_A_J t A6.1 1 1 o PIA I 1p -11 11 n ELEV. i�1 -' 7 i I - u A6.5 J �__` I 111 F 8' 11 11 F1 11 1, z i 1 PIA OP SIM ``' _ �_� ttt it2 � ) i O cu 02 1litu_ 10 ;, J PiA-� PIA - _- _ �� I I r ry -- PI - _ - tI+ ' I to _ _ n 4 CORRIDOR -- 03 0�l -- �` ! JANITOR 1 t� i ( iI I ,^ �.j CORRIDOR 4 -- -- 4 FIITIIRF ,,ORRIDOH 11 \ �� - 1_) 114 F49' it V ' _..._. ® ® i 108 F2 '-11 / - - - f�tA I i ( 106 F4 - .1' i `� 102 F5 8 -11 A6.1 3 4 WAMM - - -- - - 4' t.' II 5'-�.�- PiA 6 PtA Lr- 0 +I 0 1' A 6.5 - � Q C - LEASE SPACE II I� la- LEASE SPACE 105 F5TA' 11 PE MIT LI13 F5 8'-11' 6 (1,_ INTERIOR CORE A D COR IDOR ►.3Y SEP 'RATE , _ A6.� ; m t � 0 <a> e ( I I I II II I I r B1 I \ �\ / 3 -' I -- __----- -- 4 -- - - - - -- __-- - _ A6.2 A6.2 Q c UPP©ND B II FUTURE LOBBY I) �� , o O 1101 F5113'-11' / \ \ I \ _ /� _ -- +-t _---- - -- - - - ----I --- -- __-- --- -= _- - - - _- -- --- -------- CL OAl I O OPP. HAND OPP. HAND �G -- - - - - - - - �I - -- - , B `�- 1 CD- I A6.2 OPP. HAND 9 2 c1 8 1 A6.2 A6.2 A4.1 - • � KEYNOTES I FIRST FLOOR PLAN WALL LEGEND --- 1/8'= 1'-C•" 1. FIRE EXTlNGUlSH1 R AND CA9;NET. MOUNT TOP OF I (vTR CABINET 60" A.F F. SEE DETAIL 16/A6.5 2"�Ttz t NOTE- ALL DIMENSIONS 'TO CENTER L1�vE OF WALL UNLESS 2. INSIDE FACE OF e;iAFT O'DFUil HEIGHT �,AL!_S NOTED OTHERWISE 3. LOW/HIGH DRINKING FOJNTAiNS d'" I 4. FACE OF STUD + + 5. PROVIDE FiRE RATED SPRINKLER ACCESS PANEL COORDINA'E SIZE AND LOCATION WiTH FiRE SPRINKLER CONTRACTOR. PAR 7:TIOi1 CONSTkJCTION z _ � FC�i JS�1 tEr 1M w�'�i I I 1 I o T 3 Lc t 3-3 ', A -c.', 3-a 6. FUTURE CORRIDOR Ott Ic wL A. !PiA) 1 HR FERE TEST F.M. WP 35, 6-19- GO H. (PTH) 1 HR FIRE TEST GET, 1-7-74 I �I\ � I I .� 8.7. EDGE OF GN OF ,PR;' KLER RISER C `�� S 8" GYP. 9D. TYPE 'X' - 5/8" GYP. BD. TYPE "X" " , �1 I I I y; 9. RECESSED SWALK-OFF 'AAT Or v� / I y ►ZAIu y - 3 1/2" 20 GA METAL STUDS AT 1'-4' O.C. - 2 1/2" 20 GA C-T OR C-11 STUDS AT 2 -0 O.C. I I ,.t - 1" SHAFT LINER t'�•`^' �P'� 10. CONCRETE RETAiNING.WAt '. SEE STRUCTURAL - - 5/8" GYP. BD TYPE "X ti 1 2 `1 I � U�^'"� 11. FACE OF BRICK T1 f . B (p18) 11. (P1J) 1 HR FIRE TEST F.M. WP-45, 6-19-68 PPA,v z„ r w .l 1 - 5/8' GYP. 80. - 5/8" GYP. BD. TYPE "X" I �`/ I I PPA,58 .1 - 3 1/2" 20 GA METAL STUDS AT 1'-4" O.C. - 3 1/2' 20 GA METAL STUDS AT 1'-4` O.C. I 2" ` I , PLUMi31NG DESIGN BY : CHECKED ay. 3' SOUND BATT INSULA I iON (FLOORS 2 k 3 OVLY) - 3" SOUND BATT INSULATION (FLOURS 2 k 3 ONLY) 'f I wa'�1 fa I t i I �` I+� "c 1 P P Cj POWER PLUMBING C O. A 1 5/8" WATER RESISTANT GYP. BD. ABOVE (CEA-+ENT - 5/8" GYP. BD TYPE "X ' N, _ - BACKER 90APD BELOW) I 1 - T y P I I \ E+OX 23144 PHONE ,533) Z44 `F04 ger �a kw ` TIGARU OR 97281 -3144 ;� � a�G CERAMIC i:_ co 2" i- i� , 1 tC pA1E , Wz v O G" I L-1 -� - CERAMIC TIi.E � " I w�s� I �� 7/12/94 � J J, CO , I I,W 1 ! 5/8' WATER RESISTANT GYP. BD. - ; `r'1 1�"I ' 1 2' -z ' 'J AZi q/3/9,�, - 3 112- 20 GA METAL STUDS AT t' 4" O.C. t_ �j/r+ I / n - 3 1/2' 20 GA !JETAL STUDS AT 1'--4' O.C. GO 3� �i 2" _ 5/8' WATER RESISTANT GYP. BD. ABOVE (CEMENT I Ty BACKER BOARD BELOW) - CERAMIC TILE /+ y� c a \ �1 D. (PITT) 2'' . z" T - 5/8" WATER RESISTANT GYP. BD. - 3 1/2' 20 GA METAL STUDS AT 1'--4" O.C. C0 �" TIP 1 �c 1 y • ULATION F .OURS 2 dt 3 ONLY = `" 2„ wt t ti 1 T1 f' «� y ea �i mown wv".r 3 SOUND BATT INS ( ) = .JL�.1C•S�tO � •S.R�Z1. . 5/8" G{P. B0. 2" ti»d .�� (� I wt .n tri F_ E. (PIE) 2.. »a 94" I w1m-114+witof i TM 1 �i U - 5/8" WATER RESISTANT GYP. 8D. \ J - 3 1/2' 20 GA METAL STUDS AT 1'-4' O.C. ,r yi. S}IFFY - - 5/R' WATER RESISTANT GYP. BD. ``I 11 3 riU F. CERA r / 1• [� - 5 RAMI. TILE / r - 5/8" WATER RE`_'ISTANT GTP. BD. ABOVE (CEMENT BACKER BOARD BELOW) / `a i Q - 3 1/2' 20 GA METAL STUBS AT 1'-4" O.C. / -- - 5/8" WATER RESISTANT GYP. BD.CD ` iPr� ` •Q• �- .+tom N0. G. 5/8',I:YP. BD. � / 29 4048•�:� / , AS ISSUED FOR CONSTRUCTION 8/10/94 3 1/2' 70 GA METAL ST!-'US AT 1'-4' O.C. N 5/8" GYP. BD. R�DYJf)gD LN.9A50 SEQUOIA PKWY, 15350 _ _ ----.-- - RUP I�Ot7t reLDG 2101 9jJP 94-0172(REDO 241) ('�! IP"'1 1 11. 1p 1 , 12 OF SEF 1 3 '994 MI R I*ILMED �I1I1.I I1I1I1I1III1 I1 X11111 --�► tali tItM111t11 mtltln tt►Iltnt n►III!Ic tlltl!I!I tlilllllt uillll!I Ilulllll tlllltt►►Itt►�!111111!Illnl!I!lhlll Iltthltlhutlllll I►lihu111111111►11111hu!lullll►nllinlnu nnllnl 1111in1t tltl�tm I1�rRmlltt►Illtt!it+thm Itrtlnn It111m1 unhnl lminn n A C_ F A 11 INDEX OF DRAWINGS F C COR ORAT Cu _�31111 C=_ MACKENZIE/SAITO AND ASSOCIATES 0 06S10 S.W. Bancroft Street (A 0� Portlond, Oregon 97201 0 P.O. BOX 69039 � � . �..• N 2e� 4 Portland, Oregon 97201-0039 V., a �.1 G 41 Phone: (503) 224-9570 Fox- (503) 228-1285 yj 21 STRUCTURAL ENGINEER (A C: Elmo MACKENZIE ENGINEER INC. C(,-J�, `� , � G Gf��QCJ 0690 S.W. Bancroft Street Z I Portland, Oregon 9Box 69039 7201rC P.O. 0 C Portland, Oregon 97201--003,d e 40 0 r Phone: (503) 224-9560 4 0 CL CL Fox: (503) 228-1285 Z ARCHITECTURAL DRAWT4M 86 F- Lj A21 FIRST FLOOR PLAN A2 2 SECOND FLOOR PLAN D ne C) A23 THIRD FLOOR PLAN 7- A2.4 ROOF PL-AN cy- 0 ------ A3.1 ELEVATIONS CL A4.1 WALL SECTIONS < 0z Qf A5.1 WINDOW SCHEDULE E 0 A6.1 DOOR IL WINDOW DETAILS 7 U < E A6.2 COLUMN DETAILS A6.4 ROOF DETAIL S A6.5 MISCELLANEOUS DETAILS A6.6 MISCELLANEOUS DETAILS AS ISSUED FOR BID JULY 11 1M , 994 CODE ANALYSIS `�i1 Q SYMBOLS AND REFLm-RENCES BASED ON STATE OF' OREGON 139S EJITT:,,N STRUCTURAL DRAVVNW STRUCTLRAL SPECIALTY CCIE SE(,'TION# 1991 UNIFORM BUILr:r4G CJDE BUILDING SECTION KEY MARKS S11 GENERAL NOTES \ SCHEDULES SHEET Lj LA_ OCCUPANCY 2 - OFFICE BUILDING SUB-CATEGORY S23A FOUTIN' AND FOUNDATION PLAN (BLDG Z4,- > 0 CATEGORY S2.113 FOOTING 3 ;;4' AND FOUNDATION PLAN (BLDG 0 CONSTRUCTION TYPE TYPEIII - ONE-HOUR S2.2 SECOND & THIRD FLOOR FRAMING PLAIN S2,3 ROOF FRAMING PLAN X 41�k ALLOWABLE FLOOR AREA 18,000 SQ, FT, SECTIO Lj AREA INCREASES MULTIPLE STORY - 1007 SECTION KEY MARKS 2 S3.1 FRAMING ELEVATIONS 0 SEPARATION ON 4 SIDES 100% 3 SHEET TOTAL ALLOWABLE FLOOR AREA 72,000 SQ, FT SUB-CATEGORY z CATEGORY S4.1 STRUCTURAL DETAILS ARCHITECTURAL GROSS AREA 57507 SQ, FT, S42 STRUCTURAL DETAILS S4.3 STRUCTURAL DETAILS BUILDING HEIGHT DETAIL# -ALLOWABLE 65' - 01 (4-STORIES) ELEVATION KEY MARKS -PROVIDED 54' - 0' (3-STORIES) SHEET_j PARKING PROVIDED BLDG 240 BLDG 241 SUB-CATEGORY CATEGORY -HANDICAPPED 7 7 -REGULAR 243 181 TOTAL PARKING SPACES P50 188 DETAIL# —SHEE AREA OF WORK THE BUILDING IS TOTALLY FIRE SPRINKLED, DETAIL REFERENCE MARKS 12 2 T FIRE RESISTIVE SUBSTITUTION (UBC 508) IS UTILIZED, SUB-CATEGORY OF 00�1 C T GO; I FIRE RESISTIVE REQUIREMENTS CATEGORY DATE: ROOM NAME 'NT EXTERIOR WALLS NON-RATED 6/3/94 p EGOKI — ERST4TC- INTERIOR BEARING WALLS NON-RATED CORRIDO'Row" DRA%% BY 10 BUSINESSSTRUCTURAL FRAME NON-RATED ROOM REFERENCE MARKS 9'--6" S13M/SLD PARK 1 4 SHAFT ENCLOSURES CEILING HEIGHT 04ECKED BY: .01 00, ONE-HOUR FINISH GROUP PPA FLOORS NON-RATED C) o L STAIR ENCLOSURES ONE-HOUR ROOM # REASKN OREGON ❑ E1X7m BUSINESS ROOF NON-RATED a aosmG PARK 1 117 1 pi p6_ �90 It :)AIT b WINDOW REFERENCE MARK t: (A 1w ............. oil I DOOR REFERENCE MARK .,Ill CD _ry ;���A?-- I a _._ . . .._ ____ ___ , PACTRUST t DRAWING CRITERIA BUSINESS OREGON CENTER SW BUSINESS PARK Ill ALL LARGE SCALE ORAW NGS (30x42) ARE TO HE IDENTIFIED BY TWO DIGITS AS FOLLOWS: A. CATEGORY LETTER REFERING TO THE DISCIPLINE OR MAJOR DIVISION, 0 SO. CIVIL - SITE DEVELOPMENT! d ft SITE DATA S. STRUCTURAL d 'VICINITY MAP A. ARCHITECTURAL f Sh-�T -4 NTS BUILDING HEIGHT 5 4'-0' M MECHANICAL 4C E ELECTRICAL 101 FIRST FLOOR ELEVATION 192`0" BLDG 240, 176'-6' BLDG 241 L. LANDSCAPE TOP OF BUILDING ELEVATION 246'-0' BLDG 240, 230'-6' BLDG 241 B. SUB-CATEGORY NUMBER REFERRRiG TO TYPE OF DRAWING OR it (ARCHITECTURAL./STRUCTURAL ONLY). it BUILDING FOOTPRINT 22,222 SO, FT. GROUPING (ARCHITECTURAL./STRUCTURAL A 1 , 0 I. (XNERAL SITE AREA 3.7 ACRES (BLDG 240) 2.6 ACRES (BLDG 241) 2. SMALL SCALE PLAN-) PVWM LN.,Mw J. ELEVATIONS MW 944171 JKC*240 LANDSCAPE/NATURAL AREA 29% kBLt 240) 27% (BLDG 241) 4. WALL SECTIONS /AND STRUCTURAL DETAILS) 13 OF 24 5. WINDOW S'HE DVLE JOB q,:% 6. DETAILS amm pow" ism 7. STAIR SECTIONS, PLANS. AND DETAILS ko SC6171 19. LARGE SCALE PLANS AND INTERIOR ELEVATIONS 294048.04 9. REFLECTED CIE19NO, PL.A�1- 194 4 AS ISSUED FOR PID AS REISS J: g ; .......------ ZZ UED FOR SHELL PERMIT 7 1 .9 SEP 1 :3 1994 MIRFILMED 11111111111will "SIP pil 2 < 5 <1 < 8 c=-=I. v_* r��! ..._. 30 0" 30'-0" ......... - _ _ 30 -04 -0 _ -3U' 0" 1 5' p' _.301-.. _.__._...___.. _._.-...._. ..._ -- -.__..._....i.-..._ ..__.-._ __..._,._ .._... . .. ,,, ..,_., ,.,......- r M ......". n rr ' W 011 t f V) 31 MAI131 RAY At1 A2.t ItU F.3 10 I q ♦ '� ELEV. EOUIF'. 1 qD - --_- _ __ -_ _ _ --- __ --- __ __..__ - 109 F8 .I 10' 1 1 A N 8 cco gob* _ r _10' 10" 8;-1 1 �4:_ I 3/4' 8'- 1 1 1 2" 8',10 1 z' c 10 FC RM 4 MECN FLEC.CLR 1n PIS 116 F3 :' (I _ N' • goK ' rQ►n 8 I a7.t I 110 P 6.. 11 2 I 000 3'-7�1/2 I _ - 2 ! I, 13 \ 12 (E:_ COL ON R�D A8.1 8 W f! �. D ev r , x .v (_ y--- P1A - - - PIH -- Ply ♦ ri'.Z1� N 1 P1 P1 A C' `� _P1t1 1 40 A c i A7.1 0 CL j _ _ A6.5 Pn+ 1= n tc A7. OPP ( 1 Pl 9'-4" 20'-4" 4' -- U I A6.�� O 7 a' 20' a' + q -4" r ill I I -_ `- ELEV. 2 ---- CH P1A I PUS _ .V Pty N ' A6.5 i I IT 11 1 E - -- - - --- - - -dl .�. .�., - - - , _ f { _ _. - 0 ' P1A S1AIR 1 STAIR PIA 1 2 -3" STAIR 2 -` ELEV_ LOHf3 _+ _ 107 F9 104 F 9 I - - - N _ _ 115 F 9 "► �- W _.- 0 A$.1 11 I M PIA ©UP PtA -- - 1U3 F6 11 7 io _ PIF PID PIA I . UP II PIA I o n ELL V. #1 Pi V OMEN MEN ,�.1� d 1 1 1, A6.1 Z r' 111 F o -�.i' X11""I 11 Fl -11 � I � � .- A6.5 PIA y ., I P1A I I id 11 tt 1� I _ P1A ``y __ I - to -- - -- -- - _ __- - t . , �7 1 1 CORRIDOR h - - O PIA PiH N IAJANITD PIA PIA �� FI S- I +' I Gr 106 F4 '-11 '> FUTURE CORRIDOR '�� 11 .3 � a CORRIDOR L.l.. I ® I 4 -- 10b 12 1 1♦ CO IUGR - L7 ® a _ 1.02 _F5 8'I D A F..t 2 11-41 F a ' -11 I u ( _ Lys I 1 1 ---- -- ,IM 4 PIA 1OI 1 PIA PIA /1/ O O I 6 6 S._L l.L 8 Oce I A6.5 IM I' I I A6.` Of c I f I < (Y O Z Q _� _ ---- -- ASE SPACE � 105 F5 -1 LEASE SPAC C DPP. HAND U - 1 I 113 F5 -11 -- I .. � o � ) .I 1. A6.2 � l�1 i I I � / CL _ I 4 f 2 T-4_ - - - -- - - - ------ - --- -- -- -_ _ - -�a - -_ --- - _ __I __ _____ --- ---- / / -- --- - 1 _-- _ __ _ -.. -__--_--_- __ . __ ._.__.__._--.._ -I� 1 1 I \ A6.2. f A6.2 I o� DPP. HAND O FUTURE LOBBY li 1 O t _ 101 F5 $'-11 / / / A6.2 f f 1 � J o A o' OPP. HAND OPP. HAND O - -- -. 1 i -- - - - - �I ... - - H r A6.2 0 Viz° Q �-- - - 4 - - - - --- - - - - 0 f � _ 11 OPP. HAND t v 1 8 1 2 V) A4.1 A6.2 A6 2 A4.1 x 1 WALL LEGEND FIRST FLOOR PLAN KEYNOTES 1. FIRE EXTINGUISHER AND CABINET. MOUNT TOP O<' _ FULL HEIwHT WALLS NOTE: ALL DIMENSIONS TO CENTER LINE OF WALL UNLESS CABINET 60" A.F.F. SEE DETAIL 16/A6.5 NOTED OTHERWISE 2. INSIDE FACE OF SHAFT y��,�y" ►��,� 3. LOW/HIGH DRINKING FOUNTAINS �1� 3Uli 4. FACE OF STUD PA_RTITIDN CONSTRUCTION 5. PROVIDE FIRE RATED SPRINKLER ACCESS PANEL. COORDINATE SIZE AND LOCATION WITH FIRE SPRINKLER CONTRACTOR. "��`'' �'"1�,.,'• W A. (P1A) 1 HR FIRE TEST F.M. WP-45, 6-19-68 H. (PIH) 1 HR FIRE TEST GET, 1-7-74 6 UTURE CORR D Ur,1, ry" - 9/8• GYP. BD. TYPE 'X• - 5/8" GYP, BD. TYPE "X" 2'-O" x 2'-0" MOP SINK 9 n - 5/8 112* GYP. BD ME�TELSTUDS AT 1'-4' O.C. _ 1"1SHAFTOCA LINER -T OR C--H STUDS AT 2'--0" O.C. 9. RECESSED WALK-OFF MAT � OF 10. CONCRETE RETAINING WALL, SEE STRUC-URAL t?aTE B. (PIS) 1 HR FIRE TEST UBC U457 BETWEEN ROOMS 110A & 111) J. (P1J) 1 HR FIRE_ TEST F.M. WP-45, 6-19-68 J RA2 11. FACE OF BRICK F/3/94 5/8• GYP. 00. (USE TYPE 'X' BETWEEN ROOMS 110A & 111) - 5/8" GYP. BD. TYPE "X" ALI 12. P OVIDE 3 1 2' METAL STUDS & SOUND BATT INSL'L W/ RAWN BY; 3 1/2. 20 GA METAL STUDS AT 1'-4. O.C. - 3 1/2' 20 ,A METAL STUDS AT 1'-4" O.C. 87" LOM T PE k GYP BD. EA SIDE ON TOP OF CONC WALL TO STRUCTURE pp,; c:_,1, 3' SOUND BATT INSULATION - 3" SOUND UATT INSULATION ECH ROOM ONLY 5/8• WATER RESISTANT GYP BO ABOVE (TYPE 'X' G't•P BD - 5/8" GYP. BD TYPE "X 13. N N R 1N ROOM 1'-0" FROM WALL CN=CaCE a• BETWEEN ROOMS 110 do 111) CEMENT BACKER BOARD BELOW PPA - CERAMIC TILE RE V'Si:� C) C. (P1 C) � a = CLOSING CERAMIC, TILE �" � DATE - WATER RESISTANT GYP. 80. 2 1/2 2C GA. METAL STUDS AT 1 -4 O.C. tut k 7/1 2 'a4 2 1/2' 20 GA METAL STUDS AT 1'-4' O.C. I AA/k 2 16/3 /94 C? - WA TER RESISTANT GYP. BD. ABOVE (CEMENT 3 Y BACKER BOARD BELOW) 2 1Mt - CERAMIC TILE A2.1 IT D (PID) Cli - 5/8• WATER RESISTANT GYP. BD. '?fLc� Co - 3 1/2' 20 GA METAL STUDS AT 1'-4" O.C. o - 3' SOUND BATT INSULATION (F00IRS 2 & 3 ONLY) - 5/8• GYP. 80. B,,p Y-c,17; - B•: yt� t A E. (Pit) F74 of�: : , cif �'!I _,, •... - 5/8' WATER RESISTANT GYP. 81). w�� •, . ` - 1/2. 20 GA METAL STUDS AT 1'-4" G.C. 3 - 5/e' WATER RESIST/��17 GYP. BD. JabAddross: •* • ' V - CERAMIC TILE ,, - 5/8' WATER RESISTANT GYP. BD. ABOVE (CEMENT Q T (.Zn'I`t•r�JV laM_ �' Cor1•�r�oY � BAC R BOARD BELOW) 1 Q 2 t/2' 20 GA METAL STUDS AT I'-4" 0.C. A2 , 1 / 5/ WATF_R RESISTANT GYP. 80. Rt C-1 � G (P1G) C4 4 - 5/8' GYP BD. 3 1/2" 20 GA MFTt•I -TUDS AT 1'--4" U.C. v � - 5/8• GYP. BD.ROWOM 294048.04 lq. #I110 ��(10:A PK`ldY 1, 0 2Q, , 2411 - _ _..__. __ -_-- _ _. _ - - -A S REISSUED T O THE CITY 9/2 3/9 4 IIPRPFILMED Illi pli,ul 11/ I11�11111�I IIIIIIIlIIIII IIII►II�IIILI lIIIIIII IIIJ1 ,JillI11111�11111 I IIIIIII�IIIII IIIIII►�llt� l�flil- I Illlil I�III�IIII�`I I�IIIII�II�II fuflummfllin nulnll nulnnlfnflnlf nnlnn nnlnn nnlmf nnhfn nnlnfflfuflffnl►uflnnlnnlun nfflnnlnuhnf nnlnnlnnhnilnulunfnnhnllunhm nnhnf nfihmtnnhu�nllhniinnhnl fminn nnhln nninmm�lfnllnulmm�n I ' •.- ,>+..: • ,,.,- wp,,,.:;,wa.n...�y..»r+rM.,. .. .. _ ..-_ ...,.i.-.,..,«,..w.,v+.,,..,...... ,,,w '••V ^ MMM" rnl�•'?aAMR�Mrkr�' R•K»•��..,�u�!r..n�««-., ,,.=.„•q..,,_,...v,w..«+...",. .._ ,.,..«e.,,_ .... . ._,-,. ,:. .,..w..,aryyiy.,..-0.,n... o..aea......�wKw 1 1 2 35 6 1 s � n _ -__._ _. 30'-0* _.. .___-_ I s�.� _..__... ._._ _39, _ .._ W-cr 30'-n' 6 s E 40 A6.6 A6.2 A4.1 A6,2 A6.Z «i I - _ -_ ___.._ ...____. _ _._ _.._, OF f _ -- - .� - - - - - -- -- - O� ..__... I i ' J MAND M H OPP. H H G 6 _ _ 1 I �, ,, CSI OOPP. HANG OOPP. RANO Q QOPP. HAND O `V OpP, MMS `a 2 1.16 KI ti I OMtn . t p N 1 _____..__I c at PIA RIA 20_9^ 1 I 5 6 10'-10" 9'-0" 61-11" -6" 9'-2" u'-2" 1 ' -4' W m t4 O LEASE SPAC- A7. 1 f` ME H/ELEC. .-. CE Z 20: F5 �, ? 0911F3 A8.i L 3 F5 ASE ,`/A,1 H W ro OPP. HAN I - -- �. .� PIH /�\ Pig V ` � � � 2 ` PIA_ PIA W ' -- r-- ry �__ < r cft t _2 �0 0 G A7.1 i I STAIR 3 PtAI -- --- A6.5 A6 5 �. .� i I A7.1 (PP I I < O�. �. q 9'- 4' 20'-4" 4" '- 14 20: F10 T -- -4- A 5) --. -- -- _,__ T El E V.PIAPtH .� PIN �O I PIA7tc - I 20'� w_- 9 E - _. PIA _- srA1a 1 ___. ,, � STAIR t , , 206 F9 Pt PIF Bbl ( r OF t I - LEV. OETBY _ I 214 F9 l Up 1 _ 1 F6 -il fY PIA 1) PID v o ?1A 9 - WOMEN - M N 9 PIA M I OPP F+A r-- DN A6.5 I I ° PIA I ELEV. N1- �' 1 210 ;-' 11 _ 21 FJ9'- 11 A6.5 - e:Iqqt I I pl I DN I I I I�.J PIM P d ��s,� h, F - - _- -- __ - ` v H i 21 - - -__ FUTUR CORRIDOR __ __._ 11 I� tH ,� i7 tA- I ' JANITOR FUTURECORRIDOR I t I I 20 F5 _11 ® A6.I ('0 3 4 `v _ 20 F5 -11 1 _ V.1 (� 2 - - - - F2 � I� PIA f V / < � °rye S o f OPP. O M I M O O 4 o I XC� N � 0z -- - -- -- - T" H I A6,2 LEASE PACE A ' SPAC O (� "J f- - 'b 204 F5 '-11 ! ', 212 F5 '-11 . HAND �,y"„ � 1 \ INTERIOR C RE AND CORRIDOR BV SEPARAti PERMIT -- ao 1 2 4 b \ !y i A6.2 A6.2 I K1 ' E ..r._ ., . � 3 4 , \ , G \ , i\6.2 A6.2 G OJ I Z c OPP HAND ` ! OPP. HAND tcl- U f{ H O t OPP. HA OPP. HAND OPP. HAND 0 1 2 O ` - I OPP. HAND O s 0 01'P. HAND - OPP. HAND J E 1 7 I �� 2 7 2 O A6.2 A6.2 A4.1 A6.2 A6.2 A4.1 U LL11 WALL LEGEND SECOND FLOOR PLAN KEYNOTES 1. FIRE EXTINGUISHER AND CABINET. MOUNT TOP OF - FULL HEIGHT WALLS NOTE: ALL DIMENSIONS TO CENTER LINE OF WALL_ UNLESS CABINET 60' A F.F. SEE DETAIL 16/A6.5 NOTED OTHERWISE 2. INSIDE' FACE OF SHAFT 3. HI/LOW DRINKING FOUNTAINS r PARTITION s'QUIRUCTION 4. FACE OF STUD 5. RECESSED WALK-OFF MAT A (PIA) 1 HR FIRE TEST F.M. WP-45, 6-19-68 H. (PIH) 1 HR FIRE TEST GET, 1-7-74 7. FACE OF BRICK 5/8' GYP, BD. TYPE 'X' - 5/8" GYP. BD. TYPE "X" 8. ��� - 3 1/2' 20 GA METAL STUDS AT 1'-4" O.C. 2 1,12" 20 GA C-T OR C-H STUDS AT 2'-0" O.C. 9. OF 5/8" GYP. BO TYPE 'X - 1" SHAFT LINER B. (RIB) J. (P1J) 1 HP FIRE TEST F.M. WP-45, 6-19-68 6 %3/94 # -- 5i8" GYP. BD. - 5/8" GYP. BD. TYPE "X" noq B" - 3 1/2' 20 GA METAL. STUDS AT 1'-4' O.C. - 3 1/2" 20 GA METAL STUDS AT V-4" O.C. a �� - 3' SOUND BATT INSULATION (FLOORS 2 8 3 ONLY) - 3' SOUND BATT INSULATION (FLOORS 2 k 3 ONLY) - 5/8" WATER RESISTANT GYP. BD. ABOVE (CEMEN - 5/8" GYP. BD TYPE "X ��E QED BY: BACKER HOARD BELOW) Z)PA - CERAMIC TILE. RE vt5►t`'�i C? ' EJITK,*i � C. (Pt C) CLOSING CERAMIC TILE DATE- 5/8" WATER RESISTANT GYP. BO. 3 1�'2' 20 GA METAL STUDS AT 1'-4" O.C- �. - 3 1/2' 20 GA METAL STUDS AT 1'-4' O.C. 5/8' WATER RESISTANT GYP. BO. ABOVE (CEMENT BACKER BOARD BELOW) CERAMIC TILE n D. (PID) -- 5/8' WATER RESISTANT GYP. BD. i - 3 '/2' 20 GA META. STUDS AT 1'-4' O.C. I .._ o - 3' SOUND BATT INSULATION (FLOORS 2 k 3 ONLY) 5/8" GYP BD 1 E. (PIE) - 5/,5" WATER RESISTANT GYP. BD. -- 3 1/2' 20 GA METAL STUDS AT 1'-4" O.C. 5/8' WATER RESISTANT GYP. BD. F (PIF) Q - CERAMIC TILE - 5/8' WATER RESISTANT GYP. 90. ABOVE (CEMENT u BACKER BOARD BELOW) - 3 1/2' 20 GA MFTAf_ STUDS AT 1'--4" O.C. A 2 .6 2 - 5/8' WATER RESISTANT GYP. 80. Fo G (PIG) OF 4 o - 5/8' GYP. 8u Q - 3 1/2" 20 GA METAL STUDS AT 1'--4' OC ,Kf1 NCS ° tU - 5/8' GYP. 80 y, 6 {, 6.. 94048>Od I . . .. lt1.flse'kl ,P V94 1scw:u �l SUP 94.0172(OLD43241) .._ _. -__ __-_-_ ...._._» ____.,� _�__. AS k9SUED �� ��D SHELL P _79,792F REISSUED FOR ERMIT"T 7 J 0 MELi �ill�i�l�l�l�l. EIII�I I� Ill►iI�IIEIE 1i{E{Eli�ili{I ��i;��ili�t{► . I{ {i���l{ � . I{III{li m;l.n; nulcin n,ihn;l;,nlum;n;li;n nnln . '� � 1 i;;�nhu1 nnlm!!�nluii n�ilnninnlm;m�;lnnlniilnn u;;hn;l;nilm; nnln;; unl;m�nnlumm�lnmm�lnn;;nlnn ;n;i;ui�unlnu;►11�nnliminn nnhln nnhnl nnhnt;nlhn;.;, .inm II 1 2 �) 4 5 6 7 8 Y 10 V L_ -�=°-- ---- I s'-C ---- s0 - -- 1 s-o so -� _-- -o-� �°=a ; , r N I _ w •, y HOOPPAANO ` F DPP. HQ ' I I I I 0 -- }�---. - A -� I OOPP. HAND NOOPP. HMO O VOPP. NATO O OOP►_ I - ` �L KI I O Jj 8 1 c L Locw G Sid P�1 6' 10'-IO" 9•=0" 6'_I I- '_6" _ 9'-2- 0•_2' 1'_A N • i �p A CLR ME ALEC. ARApA I W O j 3 R - Y N c DPP. PIC N I ._.. .�. A 0 A 06 I ` 2 PIA PIA 9 IN 1 I 2 A7. OPP I < i - - - - • • S I _ ._.. -,► PIN PIM H Ic 6.5 A6. _6 4..PIA _/ 20 4' 4 14 EV 02 7 / vu _ - __ _STAIR- I I - SfA1R I i • F 30 F9n Av. Was PIT I JI4 F9 1 ► �� O �. E01 F6 '-1 u IA WOMEN M N PIG 0 INA G•. p1. H" Z r 1 N A6.S I I EUV, M7 �f M 310 FI 11 J1 f1 A6. 11 W _ ^ O MM PIA O ' PIN ! U ' '« ® - _ a- - - - - - - Lj I IA JANITOR � � V - - LAJ 1 H A6.2 •\ - - PtA � M S OPP HO ♦ �„a N a0n 1 , A6. J04 FS INTERIOR ORE AND CORRIDOR Y SEPAR J A j J � ATE PERMIT • Nµ0 Um /, \ - -- - -I - - ----- - --- - - - - Q IL Ae.2 I I I I I I I K1 c OPP. HAND OPP. HAND K �� K t{ O - I - - ! I \ - - --1 i-- L - - I - �+ - - - - I - - - ASA k - W_ O O \ // © O N J 1 CPP. H DPP. HANG DPP. HAND ` K DPP. HAND O K t 1 W 40PFHANI� HH_ OPP. PAND7 1 2 A6.2 A4.1 A6.2 A6.2 A4.t WALL LEGEND �= THIRD FLOOR PLAN KEYNOTES 1/6•� 1 -0' 1. FIRE EXTINGUISHER AND CABINET. MOUNT TOP OF - - FULL HEIGHT WALLS NOTE: NOTEDALL DIMENSIONS OTHERWISE 2. CENTER LINE OF WALL UNLESS CABINET CE A.F.F. SEE DETAIL 16/A6.5 2. INSIDE FACE OF SHAFT 3. DRINKING FOUNTAINS (.7111 4. FACE OF STUD , S. PROVIDE ACCESS PANEL PARTTTION CONSTRUCTION ///Q/'QQ00E.ttJ1 6. FUTURE CORRIDOR A. (PIA) 1 HR FIRE TEST F.M. KP-45, 6-10-68 H. (PIH) 1 HR FIRE TEST GET, 1-7-74 d `GE OF SLABION SPRINKLER RISER 10. PROVIDE 6' THICK �F �"cv��-- - S/6- GYP9. FACE OF BRICK . BD. TYPE •X^ - 5/6- GIP. BD. TYPE -x- l - 3 1/2. 20 CA METAL STUDS AT 1'-4. O.C. - 2 1/2. 20 GA C-T OR C-H STUDS AT 2'-0. O.C. - 5/6' GYP, BTHICKENED SLAB. EDGE D TYPE 'X - /- SHAFT LINER GE WIDE + Y-0'OF THICKENED SLAB TO DATE ALIGN WITH FACE OF STUD AT PERIMETER WADS. 6/3/94 B. (pig) J. (Pli) 1 HR FIRE TEST F.M. NP-45. 6-19-68 COORDINATE WITH MECHANICAL CONTRACTOR DRAWN - 5/8- GYP. 90. - 5/6• GYP. BD. TYPE -X• PPA, SBM - 3 1/2' 20 GA METAL STUDS AT V-4- O.C. - 3 1/2. 20 GA METAL STUDS AT V-4' O.C. - Y SOUND BATT INSULATION (FLOORS 2 k 3 ONLY) - 3' SOUND BATT INSULATION (FLOORS 2 k 3 ONLY) PPA - 5/6' WATER RESISTANT GYP. 80. ABOVE (CEMENT - 5/6' GYP. SO TYPE -X CK BY: BACKER BOARD BELOW) I REVISION - CERAMIC TILE F i eCawnm LOSING C. (PIC) ( DATE ` P - CERAMIC TILE - 5/6' WATER RESISTANT GYP. 110. - 3 1/2' 20 CA METAL STUDS AT 1'-4' O.C. O, - 3 1/2. 20 GA METAL STUDS AT 1'-4* 0.11 - 5/6- WATER RESISTANT GYP. BD. ABOVE (CEMENT BACKER BOARD BELOW) 1 - CERAMIC TILE P D. (piD) N - 5/8' WATER RESISTANT GYP. 80. .p - 3 1/2' 20 GA METAL STUDS AT 1'-4' O.C. { O - 3• SOUND BATT INSULATION (FLOORS 2 ! 3 ONLY) - 5/e- GYP. 90. H E. (PTE) - 5/6' WATER RESISTANT GYP. SO. •� >+ v L3 - 3 1/2' 20 :A METAL STUDS AT V-4. O.C. o I - 5/6' WATER RESISTANT GYP. BD. •, I { III F. (PIP) {t OOQ�� - CERAMIC TILE - /'� ! { _ 5/6- WATER RESISTANT GTP- W. ABOVE (CEMENT !' A 1 L A 3 I U BACKER BOAFip BELOW) p - 3 1/2. 20 CA METAL STUDS AT 1'-4. O.C. ai - 5/11• WATER RESISTANT GYP. B0. .• O1 4 0 'PID) dVI NO u - S/6' GYP. BD. pp.. SS FOR D 9 294048.04 t IV 5/6'2GYP �. METAL STUDS AT t'-4' OC. AS ISSUED i lJ� UID 7/1/94 1 .TY 1 sooUOIA REISSUED AS SEF' 1 31994 "�11CR FILMED I{l;l.;lniuwwglplq Ntlllglpp ID{gilillll il;plrp{ql gipl;IgIUR ' 4i;ylUill IIIUIgiUU �IIn11hB ullnul.ndrm lnhln lminnhlnilm mdun lmbnlHlnhunnlJnum�d�In�,I�tlm rnlnnnnitml lnlnn lmlml nr�Nertndtm onion mdlmm161 NO 1 , 3 4 5 7 ...._..._-.._..+..........�...-........w..._... y� ......_.._r.r._....r.ww..-..-..,.r+30'-.�.+_.,w-+ r.rw.w.._«.+....... ....wwr.r+rw..-._..r_.._...._ r.-.__._ -. .._. ..... _.._.•-.._ -._.-. _.._._ ._._ _-__..,.._..._..- -_ ._�-.. ._- r_.,._...._. ..-......•w.�-.rr.�rw-r w+.w.-.v._r.-.�wvr. ._-....,..._..+rwww,w...�.....wr--.... a.r..+..+.n.....- ..-+rr.rr_.++wwwr^^,wr.Mww�.!,/BRICK !ARICK ' r...�� 1 •• 30'-d' 30'-0" 15'-0" 30'- ()- _ ._ 15'-0"- 30'-0` _ _30'-0' a< ��-..-......J 238.90_..BLDG 240 T1pRICK _ _ ICK 3 _ T RICK ac ?40 2.113 223 00' (BLDG 241) ?39.5 BLDG 240 ?48.00 EIDG ?40 ?J9.5 BLDG 240 � 24t � w w An 10 231.116' N 40 ?31.00' (OLDG 240 3' 3 t 1 224.0 BLDG 24131 230.50' BL+:� 413 A4,t ?24.0 BLDG 241 ??.1.00' fiL�'G + - 231.37' BLDG 24Q `-_� ?31.37 BLDG '40 ?.i1 00-�EI1OG .40� ?31.4!! Rt�G ?40 2#I w!' a" � - 21�� 1" *041 215.50' (BLDG 241 231 87 �BL!)G ?41 ,•-• 2 �� : -� - ) � < + 1b LOG 24 �N -_.•. �._____._ - _ f______-_ _ _.__ __ r ,/� ?31.97LDG ?♦ ) •50 (B ?15.45 MDQ 241 -4.,..._._. _. TlHkloc ? ( r _ 235.00 8 D 240 b , �� ! G ) T BRICK _ 1 BRICK 235.00' 81,DG 240 1 219.50' BI DG 241 L _ice 219.50' (BLDG 241) ? I 236.W' 01M �y 242.25 E1LOG ?40 242.25 1_DG 240 ----- -- - - - _.._ _ - DG 24 5 8LUG -_. Q - ---- _ . _._ _ . . - 1 ti0' 2 ; .• _... _. •.__-..___-- --.. _._.. __-- _ _ 26 75 BL 226 7 41 ?1 rl 7 _I 8 ?31.00' BLDG 240 l \ o --_ _._ _... - 1 231.45' (BE_DG 240 A6.5 A6.5 215.50' (BLDG ?�1) ?31.45' HLOG 240 231 95' _ G ?40) I 7215.95 Ell DG ?41 4 4 716 , el ?41) l 4 i • ^ S . 19 V A6 S A8.4 � `.4 Q qn c C4 b 238.! •BLDG 240 ( �' '� 238.5 E3LOC 240 223.0 BLDG 241 g I _ , 223.0 BLDG 2413 +0 of I � � W b Gr, �-- I ' - - - CJ t 1 A6.4 A6.4 5 i V) .Q 0 Q:� I a TYP � Ot;N w TYP 1 a- U --- Q 4 t� bl 241.75 (BLDG 240) I U "` ~ 0 262.2 (BLDG 241) 3 I E m PS4.2 41.7 r2 5 (BLQ 1240]262.25 (BLDG 241) ct 238.50_ (BLDG 240) i T/BRICK_ ^, 223.00' (BLDG 241) i ,' �� A6.4 238.50 BLDG 24G(' 223.00 BLDG 2411 01 .c3 3.21 �.XDG 240) 4 4 ; i 4 233.20' (BLDG 240) O t T RICK 21 7.-'�^,' (0 DG 2411 4 I 217.70' i3LOG ?41 i - 235.00' (BLDG 240) 232.75' (BLDG 240) 4 A6.4 \ ( ) 235.00, (BLDG 240, 19 20 232.75' (BLDG 240) 219.50 (BLDG 241) 219.50' (BLDG 241) 217.25' (BLDG 241) 217.25' (BLDG 241) ' J - - �, - - 242.25' (BLDG 240) 232.90' (BLDG 240) ?3_2.90' (BLDG 240) 232.90' (BLDG 240) I 226.75' (HLDG 241) 232.90' (BLDG 240) 232.90' (BLDG 240) J ,j T/BRICK 17 18 I ; ?32.90' (BLDG 240) _ 217.40' (BLDG 241) 217 40' BLDG 241) 217.40' (BLDG 241) I A6.5 A6.5 217.40' (BLDG 2.41 \ 217.40' (BLDG 241) o ( I 239.5 (BLDG 240 T/BRICK _ ) 2 217.40' (BLDG 241) ^ i 224 (BLDG 241) 242.25' (BLDG 240 ` ` 7/BRICK A4., i n" K --}' --'�-- -- 226.75' (BLDG 241 i' + 235.00' BLDG 240) '�- -_ -- L.tL. -------- -- --- -"_-�F1g�{'K� - -•-----_ ._ ._._ ._ _�..- ---- •- --- � 219.50 BLDG ?41) j - - I T/BRICK O 235.00- (BLDG 24C) 3'-5"-}_ . 233.00' (BLDG 240) 3'-5 219.50' (BLDG 241 1 ^- - \ 235.00; (BLDG 240) 217.50' (BLDG 241) 1 T/BRICK 23.3.00' (BLDG 240) 219.,,0 (P+_DC 241) A4.1 239.5 (BLDG 240) 217.50' (BLDG 241) ITRICK_ 224 (BLDG 241) 238.50' (BLDG 240) 2212_00 K - BRICK - 223. 0' (BLDG 241) (BLDG 240) 238 50 (BLDG 240) 230.50' (BLDG 241) 223.00' (BLDG 241) ROOF FLAN KEYNOTES 1. E"LLT-UP ROOF 2. PRIMARY AND SECONDARY DRAIN SEE DETAIL 1/A6.4 3. ROOF MECHANICAL SCREEN. SEE DTL. '-,/A6.4 FOR FRAMING ;Nr•p 4. ANGLE DIAGONAL BRACE. SEE STRUCTURAL NOTE: 1. ELEVATIONS GIVEN AT ROOF ARE TO TOP OF DFCK 5. ROOF TOP MECHANICAL UNITS. SEE MECHANICAL PLANS UNLESS NOTED OTHERWISE 6. STAIR HATCH TO ROOF. L/ 7. RAISED ELEVATOR ROOF. iiL-I1 0991 2. PIPE VENTS AND MISC. MECHANICAL EQUIPMENT ARE Q OF NOT SHOWN ON THIS PLAN. COORDINATE LOCATIONS OW WITH MECHANICAL. PROVIDE FLASHING A f ALL PIPE �, F O "a PENETRATIONS PER DETAIL 4/A6.4 AND MISC. MECH. A EOUIPMENT PER DETAIL B/A6.4 3. SEE DETAIL 11/A6.4 FOR ROOF SCREEN FRAMING. DRAWN BY. p A /sem/sL[) 4, CLASS A. 1-90 ROOF ASSEMBLY (04ELAIEJ g.k SPA C) _ REMS'iCN j r i C� d' R' C� 4 1 i7l ^Q •V ,,D 1 ��:\tom* �t^, • ��71.A' . Y I war: • asxx�ara a' s .- via -.4EE T I 5 Q A2 * 4 Q ICS cop A �kJ R.EDv#oO0 LN."w SEQUOIA W IA tI L p({� ) 294048 '04 9 BLIP w,71 (SLLo o 24M AS ISSUED FOR RID 7/1941 ED FOR SHELL PERMIT 7 9 A S REISSUED - 1 f `I ' 1 ;i l;l'la 1p4l FILMED Ifl�tft�lfif�f, i)tfl�t��flfi ify�f��i�ifi t�ififl�tftf� iIIIIl111ii1► lI fllilil l,! �ll!1111ififi �lifili�llifi illl�fi�ififi ifififi�ifl�lf ifW1111 I r IIn111nn tlnlnu unlnnitminn nnlntt unlnn nulmt nnhnt nnhnt lnllnnitnilnll nl�lttn Ittthnt�nnlnntiinlnmm�lnii�nnlnnm�llnmm�hui nt�lnn nninmuninn m11un tlnhm nnhm nuhm null �IMOII MAOI A d1Mll1 in unlnnhmhml n 11 A 1 it (I U) f I H 9 10 ALSS 1�6.5sk 4f 1 20 Sri Or. A61 A4.1 I MINIMUM QA 0 00 mom = a s 14 - Y /Mv� l B 1 2 _ - 2 ►-- ow IA6.1 Aa.1 A .1 Aa 2 6 I AB_t 3 V1 ry WW 0 10 f rr r r`� • ®�, 3 7 2 1 '; v 1 1 V► C Ad.2 A6.2 A6.1 A6.2 AB.i Atl.t 1 A6 2 Aa.t 3 V t n O C k I _.-._.....1_.,-. ; 1. - I � o+ t � .'tN0 FLOOR _. _._ - -- 1t _ _-- -- - - ---- - ---- --_` I Tw •-- I � ...,� 1ST-FL� - LLJ_ _� _. .__. _ _.. -. _. .- __ .� 1 - ._. --- .-_ _- _� -.._ 6T)- _ ._. _ -_ .._ ._. _.. -_. _ _. 4 1 - - - I- LLJ 12 - - -- l_ _ 1 �. _ _.. 10 F-- �. IAJ A6.1 < Q cz WEST ELEVATION � 0 1/8•wi-0' 3 � ON A4.! w Q 10 9 8 7 6 5 4 3 2 1 f� � � Q i E Q5 "' I 2 --� 4 ^\ -�- -_ - SIM vc7 YP T RICK t -----•-- --- _- / _ - CL 10 TYP S 14 - _ - _ td = - - T YP _ - - - - �--- --_____---_------- -- 6 5 sem-- - � I I 1 I 2 6 2 6 3 S 6 2 6 2 _ TYP I A8.2 I A6.2 A6.1 A6.1 A6.2 YP A6.2 I _ A6.1 A6.1 ___ A6.2 A6.1 I M h 3R0 FLOORLn - vW - i k i I A6.1 A6.1 3 i -- I YP1 __ A6.1 I O :1- I i _ _ 11 Y YIP 2ND 7 7NINE- r- - - _ �_ - _ 'T. 12 4 �_ EAST ELEVATION , 1/8•=1.-0• G42 <3> © C D E F G I i LEGEND KEYNOTES T/BRICK _ t I. LOUVERED SCREEN y> I� IIIfI 2. BRICK VENEER /� 0 11 f 1 I_ I ! - I I t 1_1_1 1 1 _ ( _� - BUILDING BASE BRICK 3. BUTT GLAZED INSULATED WINDOW SYSTEM U� -- - --- aI - (CLASSIC) 1• AIR SPACE, TYPICAL 4. CAP FLASHING DATE: 5. VENEER _ 13 / --�TYP 6. LBMEKOf- ROOF BEYOND 6/3/94 TONT 6/3 fg4 T ICK -__ T RICK ACCENT BRICK 7. OVERFLOW SCUPPER. SEE PLUMBING DRA*^ 81. 12 (VINT GE 9. ALUMINUM ASDTOREt-RONT ENTRY DOOR �'oA.SBM tJMIJ _ -- - TYP 10. 1" AIR SPACE BETWEEN BRICK AND SHEATHING CHECKED Y' ACCENT BRICK 11. 1 1/2" AIR SPACE BETWEEN BRICK AND SHEATHING o - - --- ----- ---_---- - �. - -- _ __ ----------, -- 1 �TYP � (LNPF fAl_ 12. 2• AIR SPACE BETWEEN BRICK AND SHEATHINGM90►� 2 I 13. PAINTED MOO PLYWOOD ED4710N - 3 2 2 6 S - 1 TYP ;.- i t. 1/2• AIR SPACE BETWEEN BRICK AND SHEATHING s - CLGsmG A6.1 A6.2 A6.1 A6.2 A6.2 { 10 E = L)ATT YP Xj7.71-2-j94 77 '- - I_ 3R0 FLOOR Y g 3 X04 _ i Mt _ 11��T A3t 3 YP c� A6.1 A6.1ru - n� T� , I •- i � --^ x -_ _ _ _-_ 2ND FLOOR I '1 6 A6.1 YFI 10 A6.s 8 '04ET S I t - - I -k: _ -s-__ E_ t - IST FLOOR r F _ _ _ --T - - T T A3 *L I14 S4.2 RE~ten tN fA50 NORTH ELEVATION Iq �� SUP 94-0 171 ret.r�c zoo, Vo ft!OF 34 SOUTFI ELLE -- OPP HANG ---- a 4f(ltnAFV,W , t.53W rt i 4.M 94.0172(6n 9r3 J4 t t ; AS RUSSUED TO THE CITY 9/23/941 .. H »- ...:.F9"�'_...�..�..aa�rr.�illa.9 _ ,. ;.., ..w.:4,,.__...,.. ., .-k-. -.._. .. ,; .. ..:_. �.,,,..,-,,. n,..,... .-,:��. ,i.�r . �, .,- . �:.,,,-....,v.a:ex ,r.�ti¢ '1if+ ,, ..,n,.ra>M , �,xa.: .s.,. „4n.'e'">r�ar .a.�a►rr:, L.. .- , +.. ....,c.,•u� ,ra�c `•� m, R FILMED IIIIII II II IImmoalill Ill�ili�llall {IIIIII�IIIII 111141p, 11111II III t�IIIII IIIIIII1illlllow IIIIIII�fItIlr �IIIIII�IIIIII, lIIII�IIIIII I�Ili;i�liili 101kmlunlnll nnhnl IUolliIIIIIIIIl1 IIIIIIAI IIIIIIIII IIIIIIIII III{IIIII nnhnlinnlnn!nnllnlilnllnn mlhnlh;�Ilunlnnhnlhnllnnlunlnllnullnlllnnlnn lu,lnn III�IInI„Ilinn rllhm n►Ihnliuuhnl n�IInIIIillllntl IIIhnI nllhtll ,II VA _01,111 �rvfIMR�IrM.:YVYM: � 4M•»AMiMM..I'w.:YM'°A.iI."M,a +M.n ...,,........,,w,"..»-www"r,.w..._+n.._r•.-w. ...sww...w«. n"w.rh.w..•.r. i..a•+...w..i.. ++w...+..+uw.r«r.,w.w.w.•°Nr:ww+new..o..n«...»+,M°+ww...,,..,.....wt.......s .w.:.......w..._._.+iw«..w.r:•.w•"r"•.w..r.».o.. ooSw..«,r .. ,M.woww..,..w.....+..n..r.r,i..rw.,.«..+r...+..ww..-.y .c. h _ Ott"N.4''yag'r:. 'aM° 4` "° e•.: 'SSS 1Y.i•Y": w 4'ti tirW ��� ":�`'- _4 Y�kid•-., - .:•''*..Wb r•lhYiT'1 -P. FM1 .+.._-.-.....__......_.__. r• r° rAIrY° ° ° °Ir•"r• rA° ...Ysi°• irA Kw illi11Qtes Fg _ 1. Concrete Footing r� Structural W 11 IV It I go 2. Corwyete 'Job fir. (;forte � +y !M 3. 1 1/2' RigQid Perimeter Insulation M 4. rap Fl029 t t 6. 1�)1"k 16 (A Channel ProAdo O`we bef il 15/1>4.2 ox f.:och Way 0 a Nq sIy. irsoo Cloture - 'see structural 0. Concrete aob V) O a 10. `oapended Acoustical Cueing 00. 11, Suspendod f oterirrr Gyp. Bd. Soft I e O it 12. Steel Floor Geck - `'lee Framing Plan � C _ 011 ,4111 13. Steel Roof Deck - See Framing Plan s 10. 8 14. Continuous Stet+ Finck `Jenee► Shelf Angle !ase Structural 01 e 15. (Not Used) (... p4 7 2 c, 16. Steel Beam -- Sise Str ictural G p + � A6.4 54.3 4 7 ? 17. 6' 16 Ga. Steel Studs O 16' o.c. C `-►�►Mi lid--0' 240 _ '_ r " F A6.4 54.3 19. Concrete Walkway NIC 18. R-19 Batt lneulatlal w, Vapor Borrier ` q a►aA .. -- -- 248'-0- (240) I _ Y ( ) � t I 20. Cornpocted Structural FRI or Undisturbed Naturol Soil s 211 T BRICk �- 230'-B' 241 T BRICK 21. Perimeter Fdn. Droinage System N T f EDIMENT 22. Finish Grode \ ( z 23. Free Draining Growl I I I I 24. Storefront GlGzinq Systern LAJ u a 6, f3Rlth J I I B/BRLClt -- I I I 25. Continous F1os,iinq 044 C ( ( I ( 1 I 26, Angle Broce `;ee Structural C 0 - I ( I I 27. Rigid Insuluhnn 4 is 0 0 I I 28. Built-Up Roofinfj 400. d„ I I I I 29. Gyp. Hd. Sneathvng 2r_4 Batt 30 Waterproof Membrane I b I I 32. Protection Board 33. Brae - See Structural 33 4 W 34 Lower Beam 2' and Thicken slab in trif5 Asea HetNaer LI `fi b N I I C`J 6 15 3 i \ I I ' 15 3 \ A6.4 S4.2 S4.3 \ u 7 4�2 S4.3 Ali ^ 4 "� SIM AI T. ^ I I 15 3 L.t.1 t d 0 ZM-0' (240) 1 _ 235'-0- (240) i 235'-0' (240) N I �__ i 54.2 54.3 ALT - - - SIM I w �!-Q 241 M r ^ T BRICK ,�' r I 28 219'-6- 241 _ T BRICK --_ �� A 219'-d" (241) _ „ T BRICK I _ I 28 �� o ( I 1 + T/Wall o 1 I 2' 2.. I � U I 2' so 1 /2 1 1121 = �'J 1 1112" /2.. x 0 C-4 �o Q I 27 �agRl�K- I �11 _ I ?7CL 1t 1 I �------ I 13 0 1 1 �, O Z 26In `I 26 Lj� _ I o o o - 2 7 I o o _ \ UE \ r / - _ I- - I N �' -J o N V 11 26 L_ i N BRICK , ` 1 1,12; x `� �� -_ 6 .,I 112" �_T_ 16 1 1 172; �� v I -� b Rl .0 v 25 ' � 1 N 1 U o - N tC 2 N tp 2 i If i 14 A6.1 _ 11 I 24 A6.1 \_ 24 A6.1 I �I O o O n + ioj �I ial ► ' I v Zu i U 6 w ° f 6 _ A6.1 1 A6.1 U -_ I A6.1 NI 18 r N i8 N 18 ri 1 13R1C /f�BI _ f I I iv t 0 5 n ,, 4 515 3 I N v r_ 54.2 54.2 S4.3 iv ` 0 5 I. 1 .I 4 15 3 O S .2 4.2 S4.2 O I AI-�• I cl _ 54.2 S4.2 S4.3 ALT. _ �, o \ v in 1- ALT. I \ v •n o I 1" d,-, M 218'_0 (240) IiN II O' _I __ { 5 ) 218'-0+ (24Q) ~�I II 8 1 c3 218'-0" (240) 11 _1 (202' 6 (24,) - ^ 202'-6" (241) Zo _,� 202' 6 (241j io1 i Third Floor U 1 112" - ird Floor II 1 1/2 1 _-.- ��T}lird Floor i II N 1 - LL f I N i -i 1 2 N I m I ,(BRICK -- - 12 1 „ \ B/BRICK 12 „ BIBBLL K -- H iv - -�� al r o 17 1 t 16 0 'v 17 16 I 7 17 - U M 29 _ _ jI U M 29 7 1 -- * - ` 16 J h 40 In N' N II r,F - 7 �n N NI II I MI N 1 7 ` 2s ---- .a1eR1CK f_ 26 I 2J n r i 26 25 % r 25 14 D61 14141A O Oj I \EA v ip A6.16 � A6.5.1 „a II 24 „� o :'4 10 ! O M � ZA6. A6.5\ 7e \'v 5 --� A6,% - U Q l 15 3 iv 54.2 A6.6 _T�1IRICK r /BRICK 4 15 3 I . Sim, 1 t r '�54.2 S4.2 S4.2 ALT. OI 1 S4.2 S4.2 S4.2 1 I ' �v 4v • • .' I D5 ­----�' AL ' 9205'_0' (240) er _ 205'-0" (240) I u N 205'-0" (240) y�` 189' 6' (241) _ I m r 189'-67 (241) - io J \ �- .� X189'-6" (241) �_�-. -SLOPE 2X� �� �Q�• ow Second Flora hl Second Floor II a - - --Second Floor 8 f3 12 U O � y t 1/2 s 7 4 v N 1 I 2 i - 6-3--94 '° II 1 o� n / _ is I 12 ORAWh B�: O V T BRICK `. 26 I 00 T/BRICK - 7 SBM/'SLD -/ ` r ` N 2 I N - r 1 30 \ CHECKED 9� R BRICK , 4 6 818RICK _ 26 i ~ 34 IN�. P P A 14 25 'r 5 c+ 25 j 6 j Y I s _ i �. ` i I REV{SION A6.1 _ x 11 14 � 2 ��. 10 � ; 1 ; � Ir >�11UAi A6.1 . i s �.CIStNC t I ^ A5.5 ! ^ 24 :I. I S [)ATE t o O 10 24 M o A6.5 I # i 1 0__ � I o A �SIM. 31 r + to to M I --- 10 6.1 I 4 (� 21 - nj 192'-0" (240) '' 192-0" (240) 2 192-0" (240) 1 , •...0-M s.1: a ... . 176'-l1" (241) S-� j I 1176'-6" (241) 176'-6" (241) 1 .G �rlret Flow _ First Floor -- --------f•• �---- - - - - --- ------ � First Floor .,.° 1 ti� �. \ � � _y .. _ - 2.3 I 1 I - . V► .r„ *' .'il:` 'M ...r�* 1 20 _ a•.»ru ,r -a ?0 - - r-- -- ._ a,• wv't.►^tacw v •• . u 20 23 3 1 20 .4iEE; 1 21 \� n n Q WALL SECTION z WALL SECTION WA S 3LL ECTION A4 , 1 tUL FIRST FLOOR ENTRY 3/8"-1'-0" 3/8"91'-0" SECOND FLOOR ENTRY 3,/8"=1' 0" Q R>Gt7WOQpi.111.,tlt1617 t MP 1M-tM 71 tttII M 24tH r q� 19 OF 34 .IJP t40 94048.04 AS ISSUED FOR BID 711 /94 AS, REISSUED FOR SMELL PERMIT 7 19 94 `�I I 1 J 1y�14 I�IIIII�III�I�: t�t�l�l�l�l�i I�t�l�til�l�l I�I�I�I�I�I�I III�III�I�I�1 I� (Iil�t� I�lilrl�l�l{I ILMED II�i�lll IIIII�t�1�l�1 I�i�l�ljllllil liill�llllll. Ilillli�11111 IM4N . ones ani L -a n anima Inulin nnhnllnnlmm�nlnn anima nnhnl nnllnl nIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIiIllll nulnu nnhnllnuhm nnlnnlnnlnmm�hnl nnhm nnlnn mIlil�nlnnl'n -... � � �.M4"we....+M-•,ywr• «o+«.s..r+."w•.......,w,e,..r�.•w+w.. .._vk...... .rF. ...w«I•+....�.•r+w..+w�..rM,w_w......, .: ..,. ewiw�...._...w.....w..w«.r...w"�W/'�Fre+�M.�w.,w Mll�lyWllw-•+M.M�."+w.OIAMII.1.w .Aw�.•„M,�Aw""� r""'M"..r.r..�y,,..wwwMrr �P/• , .««...•.w.ww rr•.....«,u+ww�.,..• ,w.r.wn...... ..r.r. 1� . I •+ ...._..w++.w MMS■j 1� 144-4 ! IC RA (24'-S 3/4' R.O. 24•-4 1 " 112" �x /?� R.O. �) _.__.21 8 �2 R.O. 9 ►+ r� 4'-! ! •-0' �'-0' S'"�.... 4 -10" O 1 -10 114.. g-0" -S 0 -S 0" 1 _IO I 4 _1 2" -- --- - �_ �__._ 3,-Op - Or ___._...4'.< 4 / G 4 ... O U tO �j t y it • oo �mz; o �� a O, Of 0O C ...._. ._ W o 0 rs • - •" N n - - — - *_ Z * 3i0PI9 C U � o ° c rVNiNDOW TYPE OA A 1 A2 2 WINDOW TYPE C.O 81 c z a WINDOW TYPE O E _ — �— -- z 3 WINDOW TYPE O _ I 5 WINDOW TYPE 0 _ Y '4' 1' O' '2 1/4"=1'--0" � 1,'4"=1'- 0" 1/4".-1' U sA5.1 /4w - UN Z 6 M Q O � C� N C:) 11,-6114" R.O. .Q O � C 1 I'-10 3,4" R.0. 4'-10 112" 4'-10 1 ?` 4'-6" 5'-0" 2'-0 1/4" — - U 2'-0 114-,' \ 5'-0" '-5 1 2" 2'-0 �1-03/4 1/4" _ 5'-0" -4'-10 1/2" 4'-8 1 2" R. O d U " U 0 J N' —' 61 CL e WWG z z J toWINDOW TYPE TYPE INDOW TYPE O e WINDOW TYPE WINDOW TYPE K K 1 = _ z 0 Li C..i V) Q d Z Ml-�RK GLASS TYPE amr R rt . �c�rvw�'o � ".' 1 1" INSULATED TINTED K� f�F OF 0w., O 1" INSULATED TINTED TEMPERED `,ate O 1/4" CLEAR TEMPERED 6/3/94 DR A WIJ Y: 4, SBM/SLD t C HECKM BY: PPA R R"901N 1C p ED1'1CJ►. 141 •R �' (�OShG t .� BATF: r CJ r. C7 'K 19 .*"spa +/t 'tel Ivam"7` 7 Ca v 00. %*04" 1�iV "N. 'W J 3 c? v? A5 . 1 Q i r OF � REa�w• .kms wc,� 20 Or 34 low 294048.04 '�`' ►„�, �,, AS ISSUED FOR BID 7/1194 ru 0 AS REISSUED FOR SHELL PERMIT 7 ,' 19/94 X11R FILMED lilt III�I��j' illpll�l�11 ilip {lfll�l I�I�Iil�l I I111111111I1 (i �IlIIfl 4 1jljl flljljl 1111111111 Jill I�I�I�l�i�t llljljillllll�fl' r�lJill�l�l�J I�I�I�III�"I I110N Mwa a , mtlnn nnlnn unlun nnlnn�milm�nuhiu unhn,�mhni nulnn nnhminnlnnlnnli!n nnlnn imhmhnihm milun�nnlnmm�lnninulnmm�lnu nnlnu m�lnn nnlnn nnhmhminn nnlmi nuln,l unlnn nnf,mTimiml r1 I al?Si�a1 10 ROOMvara ] 1` _._..._MEIAI STUDS ,..,...,.,,.... IA TAA tioUDS -- ~^ —R-Ili 8AT1 1N11A11,1N - - -- R 1p BATT INSUTAfII1N KINNG PAPIIr _ Of WALL Of WINDOW BU _ -BUILDING PAPER MULL ION ••�+`^"-�--C"'<'>71M ifl!A 1 Hike �� _ 6' �„ 7" s �._ GYPSUM SHEATHING -- �ut(l�l�s� j r-----� Uj d" NtiaN ISA GRAVEL [ \\ 8' HIGH PEA GRAVEL ;rt / 3 1 2' ME. SPUDS AT iL •----'---- WALL FtASHtnG W1 Til d' LAP ,�- - ROPE WILIKS T'0 EXTEND I'-6' WALL t LASHING WITH d' LAP / __ .---.-._ ._.. _. 3 1/2' MIT SIUD`� A f 3 !�� M r� 6MA,r,1 T, w -%" 1'-4" O.C. WITH :,/8' TYPE � UP Alrp STAPLE �0 \ 'X' GYP. BD. EACH SIDE / 1' 4' U.0 W1fH S/I!' TYPf i X� S N"�r IIJRf A17!'/K r SHfA1NIN+: (BY SEPARATE PERMIT) i / 'X' GYP. BD. EACH SIDE (�j t - ------LINTEL AN(XE5 - GALVO LINTEL ANO ES - GAL VD I i + ! — TRACKNAC'O CLOSURE ¢ ---- TRACK ROE'f' WICK` 10 LXTEND 1'-B' I {f IN15N TO MATf.H WINDOW / /� / d' .f GA. IH} r X I UP AND STAPLE TO SHEATHING DOOR I �' SISIE'M) 14 WEEP HMES AT 24 U.C. �'- I WEEP HOLES AT 24' O.C. � SANCUT BRICK AS REQ'D - SAWCUT BRICK AS REU'D O A6 ,,I �j� 1,- tA►y1 " • EXTEND FLASHING BEYONC' ---- cv - `' _ _ - SE ALAN f f APE _ C O FXTE:ND FLASHING BEYOND it �M BRICK AND TRIM TO BRICK ! BRICK AND TRIM f0 BRICK 6 .- ',v ♦ �/'1 ry p p AFTER WINDOW SYSTEM IS AFTER WINDOW SYSTEM IS w - / �� �`� c 1 INST - „' ALLED � ,; lNSTALLLD � __ - - �E'�., � i ' � �: fY. W AI d 1 18 CA K'��'rw- - L�' ) / V ; 4: 18 GA. x -BUTT GLAZED INSULATED Q� CU f I7 v Bl1Ti GLAZED INSULATED——" WL WINDOW SYSTEM< b 1 �. ;/■ CONT. BRAKE METAL CAL VD 1 6: x CONT. BRAKE METAL CAL VD ' � � STOREFRONT SYSTEM V CHANNEL. AT CONTRACTORS CHANNEL AT CONTRACTORS Q OPTION ATTACH TO ANGLE, DO - OPTION ATTACH TO ANGLE, 00 Q m Z C tC� � 4 N N k> 4 RATE THROUGH N07 PENETRATE THROUGH �- STd�EFRUNI U.Aj/hG rY7'eJEII/ WALL FIASMING WALL FLASHING -- STORf.FRONT GLAZING SYSTEM --- STOREFRONT GLAZING SYSTEM Window Head 2 Window Head _ __ 3 EXIT DOGR PLAN a INTERMEDIATE VER 3'._1 .-0 3„-1,-O„ » TICAL/WALL DTL. 5 ENTRY WINDOW HEAD DETAIL I 1 1/'1''1' -0" GYPSUM BOARD N I.0 _GYPSUM BOARD N.LC. /VWy - -- TRACK - TRACK z -- 0 1 �---- STORErRONT GI-AZING SYSTEM /�--- STOREFRONT GLAZING SYSTEM Lu 1�•2` RFTURN FLASHING UP AT WINDOW JAMB —RETURN FLASHING UP A7 � � t- �^ WINDOW JAMB GYPSUM BOARD O 04 -ALUMINUM BREAK METAL SILL -- ALUMINUM BREAK METAL SILL � FLASHING BY STOREFRONT FLASHING BY STOREFRONT -- 3' BATT INSULATION a_r—,40zz --I I CONTRACTOR 1N MASTIC BE:D /L C CONTRf, .Or? IN MASTIC BED —� /� WHERE OCCURS `� t� 0 Z BRICK VENEER --- 4. —STOREFRONT S1'SrM C) i � V ! 20 GA. CLOSURE f ATTACH TO STUD TRACK WITH X10 GA. CLOSURE FATTACH - . �'� -SOLID C;ttOU' TE'K SCREWS AT 1'-4' O.C. TO STUD TRACK WITH /10 _I I TEK SCREWS AT 1'-4' U.C. ��-- MET NLS BREAK SHARE II II B STOREFRONT CONTRACTOPN MASTIC BED GYPSUM SHEATHING FINISH GRADE N ^ I P METAL DOOR FRAME _ X� ! BUILDING PAPER I BUILDING PAPER Q�j %` - z • • • t METAL DOOR FRAME J BRICK VENEER - V r I METAL STUDS \ 17 ` � / b ICK VENEER R-19 BATT INSULATIONW R-•19 BATT INSULATION I _ I V I 112 METAL STUDS1/2' c 6" 1' 3 2" 6" 2^ 3 1 2" I /2' J -#-1"- - I`-1=- --- --GYPSUM BOARD �- j �-- e Window Sill Window Sillri, Standard Door Jambrq_'� _ I w Door HeadWINDOW SILL a P D z i - • �- ELf V SHAFT M` N T-V v`0 0 �Gp P FACE OF SHAFT LINER I IF in uPIH pPW US �. I -- "� FACE OF STUD--/ JF DOOR W/ MAGNETIC HOL.DFR 1 'BATT. 6/3/9A , 1t POCKET DOOR c r.►,1 '3t.D t 1 112'-1'-0;' CIAECKEA BY- I Rf HSTION i Eiu-71 : CLpSNG t OA1E: n flu �t F (r 0 •M. 0.. �OfT��,MnI1r 0 S 14E T 5 � A ! Q A691 u cx RIErAvo?O LN..6680 j AP W-Oil, (BLDG 240) Iq 1I1F34 CD $EotKkA PKVW, ,MO .K>18 40l o 2A0duv ao+rx 1i.z. I� 294048.04 AS ISSUED FOR END 711194 AS REISSUED FOR SHELL RiRMIT ��ICR "LMED I�IJIJIIIJIJIJ; Dill JIII 111ppII�IJI IlIlIJ111111I IJIJIJIIIIIJ IiIiIJIII, ,, 11111111ilijig IJIJIJIIIJIJI IJIJIIIjIlIir I1I1IJIII1IJI{I I+IJI,IJIJI`I I�IJIJIIIJIJI i1111i111 IIIIJIIII IIII�IIIIIIIIIJIIIIIIIIIJIIII IIII�IIII tll!IIIII!1!II!III IIIIJIN!IIIIII!IIIIiIIIIIIIIIIIIIIII!IIIIInII nnhmlunhm unhnl�nnhnllnnlnmm�lunlnnlun nnlnn nnlnninllinl!Itnhm nllhnl IIIIIuunnlinl�llllnll nnhnllnulnn II _..,w,M.-rr...�•i.•�.-. .,+►+►"-.......o... _.... ...-... --. fir• -..r.�:i.., .r.+Y►. ...� ASUL A IED m —i_-MWpNdQ1I)O-WN-SYSTEM YSTEM uwGtw AIR SPA&! -Bwtum PAR 4Mry T — — — — — — -f __ _I . __\nr�.__ _- _ _.. . _ •�_.__.. >Nr �°�. _-nr - ,r1 Z --` t•_� I f �I LdtT�UQoJJ EXTERIOR GYP W "A THING NiuFE GYP. BO RS 2A3) o T�iO�[$•C Lmg=3 p.^OGprlrrI� ! A -STEEL COLUMN SEE STRUCTURE FUTURE GYP BO 6' METAL SiUL STEEL COU • OS STEEL COLUMN SEE STRUCTURE t,-B t (FIR I) SEE STRUCTURE BULLRING PAPER ^7 ' Q __-FUTURE GYP. BDn AIR SPACE r g LINE SrU0 CBELOw ` RA B' METAL STUD W d O LINE Of STUD(IJRSBELOW z ; I' INSULATE WINDOW SYSTEM CAULKING, -1' INSULATED i WINDOW SYSTEM -CAULKING, TYP SNEA THING II 1�- WINDOW SYSTEM EXT. GW. BD � A AULKING, TYP f! + r-B I (!{It 1) I IunnEffiammm, — BRICK VENEER EXTERIOR GYP. BD. 1. ^ ;. I W _ 1'-1 ' 2'-7 ! 1' SHEATHING I - -BUILDING PAPER / Z 5'-3 I2" L AIR SPACE . --_... _ LAJ r Z w � U _ N►— w ` , COLUMN_DETAIL _ - 2 WINDOW JAMB E 3 COLUMN DETAIL COLUMN DETAIL Q � A 11/2'-1 -0 A6 ! 112'_1-L' A 2 1 1/2 -0 A 112'_r_c• O � C4 O OfU N aQpZ � ® 2 STEEL COLUMN SEE STRUCTURE 7TVD FUTURE GYP. BD. 6' METAL S7UD A,41 N6' METAL 5iu0 AIR SPACE tl LINE OE STUD-BUILDING PAPEPIBELOW FUTURE GYP &7 —EXTERIOR Gro. BD. - -tl - J Q SHEATHING -_ - - - - - - STEE COLUMN - SEE STRICTURE ! —CAULKING, LJ TYP 1999 y p 10 <0 WINDO!YSTEM \ - f - - \ v-----EXTERIOR I' INSULATEDWINDOW SYSTEM AULKING, TYPO_ _ - _ _ - - - _ - ' GYP. BD. 2'-7 ] F 2'-7 314" SHEATHING BUILDING PAPER _. S'-J t/2' AIR $PACE s COLUMN DETAIL (ZCOLUMN DETAIL �R1AIR 0 ��OF6/3/94 DATE: 1 1 FUTURE GYP. BD. tl q CHECKED BY: j PPA nnUMNq G� BRICK YENE /,-6TOREFRONT ENTRY SYSTEM nVISPON I SET STSTEM RUCTURE L G _ _ _ / _ F Ful A( •�C .Y m tl AIR SPACF F.D. BRICK SiOACFRONi 2 f 'A� v r BUILDING PAPE - -. -- FUTURE GYP. BD. -_J_' ..___ 1 - _ - •i y \ g I' INSULATED -� --. - - - m s WINDOW SYSTE-moo -mm NMI - AIILKMG, TYP L^ I ,' ' METAL STUDlu \ o CAULKING, TYPICAL EXTERIOR GYP. B0. UNE OF STUD BELOW „ SHEATHING �_ ___ _ '•}°iv°• ~ '• .r r� q I' 11 a'lILA7ED WINDOW SYSTEM -BUILDING PAPER B' METAL STUD \ ---- - _-J 1.., ���.a� •� N -AIF SPACE V 18'-5 3 ! 1_ U_t�2�_- d -T I'-I" \ T SHEE -_ _ Y-7 11" J'-! _ 23'-P - 3'-1' 1'-7 1 Y 5-ti 12" A6 . 2 00 ftR faCOLUMN DETAIL STOREFRONT ENTRY ' nR • 2N RR 3/1 -1 f" r0a Na -" BIY KOIT1 BRw 8171 0 IxRY",lara._ 29404P .i� d AS ISSUED FOR BID 7 194 AS REISSUED FOR SHELL PERMIT 7 ' 19 ' 94 { i IIII#.4 FILIMEluUplik� �Plflmfl! �Ntilq�l l l i�i�t glp INl�lq�l 11 C ! IINIIIIIII nn nl!nuluu nnhnnnn tet mdnnDn!I!m mdml!!T dnufinhn mdun mdnnlunlnn unlet nnhm nnluuh!u mdm! mhu! nhn!mdnn unlet unlun nnh!n unhn n 6 Lip FACE Of WALL </ (A ---LOW PLAINT OR GRID 2" HIGH WATER DAM PWJALX CLOSURE Pt A TE V INYLERSECTION EXTENSION SLEEVE AS REOD --MFTAL PIPE LAJ -VALLEY OF CRICKET SLEEVE AS RE LEADPAN WAL400 C'� CONTINUOUS SEALANT -CONT WAY 3'-6* 0 DISH --3'-6' 0 DISH —,#* a #. $ PAN RANO 5 TL Tm, f:p C) 01SH swet 1. f--.F_ 11r tjpcm tpdrv� V) TO DRAIN LEAD HUI1 I UP ROOV ON RIGID ----Mf TAI H000 1 0*1 BUILT UP ROOF ON RIGID INSULATION -4" a 4' 4 jj' V) 41RIMARY DRAIN INSULATION Aftmf X lo x 5, SLEEVE AND FLANGE s to c 'n 11Z, L i 19 A6.4 s M� L BUILT UP ROOF 0 it 4 0 0 x ')F LEAD PAN ---t-INU L c 9: in C g ab DRAIN Li a 0 i: c C -4 LJ L LAJ 0 0 r"s L A. ft wex, 0 ROOF SUMP REC1 10 it --ROOF SUMP RECEIVER Z r1jog A 6 4 UNDERDECK CLAMP UNDERDECK CLAMP --RIGID INSULA TION 5" 2" 51 11z LAJ wp -3 t­�j i)e \----METAL DECK Z u • C t S"If-'Ap 0 r WDO P: c OIL I 1 • OUP HW,S 24' Of, `� Pipe Penetration Detail 1'7'� Roof Drain Plan 2 Primary Roof Drain (�-�3 �Seconclary Root Drain /1-4 3'=1'- 0' ��A 3.- 11 0. 1 112'-V -0" LAJ CAP FLASHING W1 SNAP CAP FLASHING W/CONT PAPER OVER 5* X Xj* S7L FLASHING EACH SIDE CLEA T WOOD ?. - V METAL STUD 0 BACKER ROD & CONT --(2) ROWS #10 MACHINE 1'-4* OC Z SEALANT SCREWS STAGGER A \�---4* o 4* X ir -io—.,— tft '----CONT SEALANT PROVIDE BEAD OF---� ---2x WOOD ? ATTACH TO STUD PITCH PAN­ so jw 6* x jr STL ma U ('4 Z SEALANT TOP OF TRACK Al 24" O.C. W/ PITCH POCKET-�, CAP E)CPOSED ENDS —.--MEMBRANE FLASHING OVER VERTICAL JOINT k 0 WOOD C z­ ---STAIR HATCH SLOPE TO FACE OF I -v --I-w.-r T -----2x WOOD e ATTACH TO BRICK - - -- , JI---THROUGH WALL FLASHING Ir I I I I L A i c>j, u WOOD TRACK AT 24' O.C. LLJ *1(2) ROWS 110 MACHINE ---16 X HD 1200 0 1*4" O.C. ------MECHANICAL EQUIPMENT V) < c) EZ ct:f "t 0 I s1E 16IS4.1 FOR 112 SCREWS STAGGERED i --CONT WOOD NAILER 4ZT,�- -SEALANT ------CONT. WOOD BLOCKING -----RIGID INSULATION CONNECTION 0 METAL COUNTER FLASHING COUNTER FLASHING COUNTER FLASHING a • - SEALAN T 46- 100 __j I ', -'— EQUIPMENT SCREW ANCHOR W1 NEOPRENE �5 \ R'017 SCREEN ct� 0 c) I i z CURB -- SEE MECHANICAL WASHER AT 12" O.C. A6.4 CANT MOO PLYWOOD 112' 4 CAP FLASHING -------CAP FLASHING C CAP FLASHING UP MEM9RANE ROOFING 16 X' HD 1200 0 16o 0.0 1/4" x 8 CON T -CON' CLEAT WOOD BLOCKING ANCHOR 2" TO DECK 4 SIDES OF STAIR HATCH CAP FLA94MG u -BRICK TIE 0 1'-4" O,C. --BUILT-UP MEMBRANE OPENING W 16 x 36 BUILT-UP ROOF EA. WAY -OOFING TOP 241.75 (240)13% 84%ICK RIGID INSULATION AV IR STRINGER 226-25 (241)W/ m v'ENEER W 16 X 36 STA 10 ONCRETE FILLED PAN u 4;�jr 6o gX STL TUBE A C EXP ENDS -A-f­ f 36 X 4' X 6• *1(2) v L 3 X 3 X J% XO'-6' - *' H.S.SOLTS ..... EA. SIDE OF WEB STL, 4- X )9 • METAL DECK ---STEEL L STL ANGLE 11 SHIPLAP MOO PLYWOOD STEEL BEAM-SEF STRUCTURAL. r, L 4Y4X )4 SPACE -----FIRE SAFING COORDINATE W/MECHANICAL 4 X 9 X J1 OVER BLDG. PAPER ----METAL STUDS A Q ---'�—BRICK VENEER CONTkAC'TOP No X ' X 9' WI(2, jyPS(,;1* ROARD SHEATHING TYP. -1�­� P77 *o H.S.BMTS /1 11, STEEL CHANNEL SEE -SVILDIti' ')APER STRUCTURAL -6-- � Parapet r8"� Mechanical Curb Stair Hatch A64 T 1 112"=1'-O" 1 1/2"77-7 �A�4 1 112'=I'- X 4 X \9 T.S. COL 6 X 4 X )k -T.S. 5 X 5 X 112 GA X 3- BRACE < STRAP L 4 X 4 X A 0 MIDSPAN 0 0 cr i L 4 X 4 X 0 AU 01 COLUMNS C) --------SEALANT METAL COUNTER FLASHING X 4 X 9-- ti LA- 3f a NIN, C, 0 MDO PLYWOOD SHIPLAP MDG 0 CAN T— PLYWOOD CAP FLASHING 6. METAL STUD BLOCKING ANCHOR 0 l'-4* O.0 TO DECK WEEP MG:ES * 24' O.C. -----BUILT-UP ROOF 4' x 4* x );' STL ANGLE Ir---RIGID INSULATION ----_____DIAGONAL L 4 X 4 X k PITCH PAN—, 0 GRIDS A. C. k K 0.'. PITCH POCKET- SEE 76/S4.1 FOR CONNECTION e METAL DECK ALTO SAFING ?; -----AIETAI- STUDS �---GYPSUM BOARD SHEATHING io ROOF SCREEN --Aol-cr --BUILDING PAPER 77-7 L 7 Parapet 6/3/94 DRAWN E DIAGONAL L4 X 4 X M BRACE SLOPE --CAP FLASHING CHEMO SY� OCCURS ON GRID K BET WEEN ­:- ! GRIDS 5 & 6 FIT -1 ------------CONT. WOOD NAILER 6' X 4" X W* TYP. REVISION ---DIAGONAL [4 X 4 X W BRACE > < > < BUILT-UP MEMBRANE ROOFING CD'TK)N r CLOSING 0 GRID 5 & 6 BETWEEN F & G DATE. REF. DETAIL 10/A6.4 --• -----RIGID INSULATION 1 6 HD 1200 X 7 !7 112194 -----T.S. COL 6" X 4* X J4" TYP. - 4 CA METAL STUDS 0 1*-4* 0 C. .4 I 'x 18/3/94 4- —ME',AL COUNTER FLASHING 3 PLATE 318 x 8 x 12 EA, SIDE at] j X HD 12UO 0 16" 1 W1 314- DIA. H.S. BOLTS DIAGONAL L4 X 4 X BRACE -CANT AOL4 $/&LAU OCCURS ON GRIDS 5 6 4-1 4 X 4 X � 0 ALL BETWEEN GRIDS F & G; COLUMNS wo AND ON GRID G BETWEEN 16 X HD 1200 0 16" O.C. L GRIDS 5 & 6. 10 •i VECH EQuIR ANCHORAM 1A, 45�166' (BLDG 240) T/IPIDGE �W 16 X 36 .I L, ru BY OTHERS <> 0 1 t *29.66' (BLDG 241) o i L 4 X 4 X JW 0 ALL COLUMNS PLOCKINC. ANCHOR 0 X F X 22 COORDINATE A6.4 3KI BOLTING *,/ MECHANICAL ,k238­5' (81-DG 240) A6.4 DECK. CONTRACTOR < 12 GA. X 3* STRAP UNDER JOISTS TYP, CLOSURE C 4 SIDES OF ALL BAYS WELD TO -T-2237Y (BLDG 241) PENTHOUSE --4'0 STD. PIPE SEE ROOr rRAMING FOR LOCAtICW EACH JOIST. LO I w I - — wo "-1--PITCH PAN > -.I. A6.4 I � I ----METAL DECK I } > ---RIG[D INSULATION %D DIAGONAL L4 X 4 X BRACE GRIDS 5 & 6 Sim. BEAM OCCURS ON GRID K PETWEEN re '10 to A 6 loe Jw id"-r�L 2 4 A604 STEEL BEAM-SEE STRUCTURAL u Sim. PENTHOUSE E 4 r PEPOHOUSE ROOF PLAN r,2 OUSE SECTION LEVATOR PENTHOUSE < 14 SECTION 0 �A&41 -0. MA 1 1112 IV Blip 0"I I i (ww 2" pvwv . 294048.04 0� 'OLOP M00.20) ru 213 Of 34 REISSUED TOHECITY 9/23/94 Al 1 0 1994 X111qRpFILMED111 ,!NJill11011 Ell =1 777— 4'9W►'nNYLv,. Wn.+wwAIMMMw�Y•wA-'"s...Mrw,.pn.lw,�w�,Ar,."w ........."n w'. ..... •«n-n•.w—.+wM.n". - - ... w.,.�" .., ,........ "•+4r.+•w+.w.ry-' «+-.++..'+ww...._.,...w..r.».....•......... ,•............,....-*... ".. .-.. � .-...•«ww--r•...r+w..�r. ."+ _.n....... .. ... r_.........,., ... w+"•,r.w.«n..«•. ,....w«•......,.......,....".•....-....,.-«..'y,w......y,.r.r_.. ... . ,- w. -- --SIAWIr:tH OAR Of`114FtN All MLMLJLHS WETAL STUDS AT PE kiME TER - - - OF PERIME TT R �'� SAF 5 r ADWTIONAL HANGERS AT ALL MEMHLRS WT1rIN 8' � (_ R-10 EIA I 1 IN SI I1 A I ION / N r ME 'A� `,(F�k ► [A LAM &A+(A%l , a. _ �] i 1fa Elf Ptt4ylpf,(� IAWW to IAJTri --" lAT>;:RAI RACING WI1H APF'HOVkI) VER11CAl Sit?lll rY�,,,.r•---- 9U11 006 NAPE h - � AT 12'-0 OC. EA. WA' `�''� i � � df T"Nlf M PE"A9P1El4Urf,'IJl�N1 (` i 4r W TER;!l I NG WA11 S rAk 0"10N-- -- Glf•St�AI S+ AININV OUTERS1.OPf HANGI N II Mlkit THAN 1 6 011 I Of ill IIMNfI. ykA K TWFfN wAt1S /. � i �'' ___ ..._. __._WET AL 5 ruDS w/ Dou&t � ,. � E qtr: � r A401 o, J ..►-- - duos At 48' o.c. � , � 4y' n �'•� "...,,.-.,.. _., 1r- � � �, -n'r. MAStIIVR� ANtiN ` ._- ._ __... - GYPSUM `.:NEA THING � -._ _._.. Q � ' • t' i BUILDING PAPER � Ks .�..---•� .,t15i'E�e1�ED rxxar+c � n(, I I I -- A' PEA (FCA VEI q �} cz a (RACK UP FOR _- *FEP HOLES I ` (n 6. 0 .•� \ /� GYPSUM BOARD SOFFIT { 14 , 1 Al ENTITIES TMP. s t' GYP, 90 EA. SW I I \ I r 5E A H I - F�JRE TO STUD It TN ME • A i I I T 1/2- COMPRt SSABLF ► I ....--. I � / -WE FP HOLES O 2'-0" O.C. � . `'--�..,� L- � 5� SCREWS AT 3 - O.C. MATERIAL _._- _. I , �_ 0 • i CROSS RUNNERS FIT BETWEEN 3 t ? 20 CA METAL STUDS H ate, A { - - - - - - - - P ----- ,( "- - c D MAIN RUNNERS r _____...__.._.__.__-._ _.__.._._ THkC>1J.ali WALL f LASHING O 1 4 O.C. _ _ MAX AIN R(INNERS Al 4' .0" O.C. _ `, EXTEND HA',HING BEYOND Q c `- ►. h' I I I CONTINUOUS SEALANT SUPPORT W11N //1? WIRE AT BRICK fklM BACK AFTER I ! O 1 1 �• r MAI U.C. OR W!1H 10 'WIRE AT 5'-0 _._.__--__ BRICK IS INSTALLED M O N O.C. EA. WAY F-MOLDING SET IN CONT, �'���````-- --- - - W 1 BEAD OF SEALANT - MASONRY VENEER BELOW AS r ---90TTOM TRACX TO FM94 N � ! --LATERAL BRACING AT 12'-0" O.C. `�- FLOOR WITH POUR OMAN I - EA. WAY MAIN RUNNER TO STRUCTURE \ '�-�� OCCURS ANCNGk5 AT 4'-0" UC. z P G BEGIN BRACING 'MTHiN 6'-0` Of � I/z" '�... `--------- r w `; v PERIME Tt-H AND 2' FROM CROSS --SUSPENDED EXT. GYPSUM �+ SOI ID GROUT I / --RUMER BASE AS OCCURS t� � -- GYPSUM BOARD N 1.0 MEMBER. BOARD SOFFIT / CONCREITZ � Y • O SECURE ALL HANGERS TO BLDG. -- ---- V L Q ,. c t STRUCTURE. TRAPEZE DUCT WORK Q �o, c t AN LAR OBSTRUCTIONS. =----- ---_—._— r� _---- < OIL a ` , VERTICAL MASONRY CONTROL JOINT Sus envied Ceiling 3 Exterior Gypsum Board Soffit _— r4' Brick at Slab Edge s Typ. Non-Bearing Partition Wall 3"=� c�" NOTE:: ALL CONNECTION DEVTCFS TO BE OF AN N 7 A 1 1/2"Y 1'-o' S` �' -'-"- - APPROVED TYPE AND HAVE 100# CAPABILITY - 7 ' 20 GA. 3 5/8- MTL. STUD-- NON-BEARING ` , F- \ ��-TO FLOOR STRUCTURE AT IT'-0" / O.C. W1 16 GA. CLIP ANGLE -FULL HEIGHT WALL SEE 13/A6 2" X " X 3" W/ (2 f3 SHEET \ METAL SCREWS AT E,/,."END. BRACING \ FOR CONN. O STRUCTURE 13 (� r Z TO BE PROVIDED WH"RE DISTANCE �\ BETWEEN PERPENDICULAR --.. _-__ - A6.5 O \ r 45 INTERSECTING WALLS OR HORI?ONTAL BRACING BETWEEN +GALLS EXCEE►)S i ._ ----- -----C:ONCRETE SLAB ON � W ad (,� 8'-U" O.C. " TYPE 'X' GYP. BOARD METAL DECK W --FIRE SAFING BETWEEN v _� • -6" 20 GA MTL. STUDS O 1'--4" FLUTES AS OCCURS fi— O (Y GYP. 90. EA. SIDE ----- O.C. D 2'-O" x 20 GA. TRACK W/ SCREW \ BETWEEN JOIST AND AT EACH I �---- 3}J' 20 GA MTL. STUDS 01'-4" ' • --BENT e 1/4"" x JOIST AT EACH BRACE O.C. W/%" TYPE 'X' GYP. d 3 ' METAL STUDS OUND CONTROL INSULATION SEE PLAN BOARD EA, SIDE If `-' - - 6' METAL TU FOR CORRIDOR WIDTH `� 3" U �/ ' `r Q STUDS \ - LINE OF DECK AS OCCURS Q V OTTOM TRACK TO FINISH _-- I \ ` -- SUSP. ACOUSTICAL CEILING - - -- - 1 5/8" METAL STUDS STRUCTURAL SrUCS Ef`FNG �.J F100R WITH POWDER DRIVEN a i OR GRID AS CLLED OUT ON BEAM SEE PLAN TO STRUCTURE ABOVE U Q ANCHORS AT 4'-C)' O.C. -------3 1/2" METAL STUDS REFLECTED CEILING PLANS TRACK I - - 0 CONT. SEALANT CK-3 l U --- F-- { � CONCRETE SLAB - � __-�------5 8 GYP. BD. EA. SIDE 1 GYPSUM SHAFT LINEN I ��• -' m �� - _ ---- - SECURE TO STUDS NTH TYPE I �-- - � � - _— 'S' SCREWS AT 5"-7" O.C. CONCRETE SLAB SUSPENDED EXT. GYP. B.D. SOFFIT ---2 1/2" "L' OR 'H` STUDS CONT. SEALANT AND 316- --------GYPSUM /r!. i Ae.s -- GYPSUM BOARD ( BACKER RODLL 9 I � -- ----- - --- -------- SUSPENDED CEILING WHERE OCCURS -� ��-Non-Ble Corridor Wall at Floor 7 TOILET ROOM WALL 8 Typ. One-Hour Corridor69`�Shaft �o EntrySoffit \A6.O/ .3 =1 -o A 3"=1'-0" A6. 1/2"-1'-0" A 1 1/2"-1'-0" A 1 1/z's1'- C• V) ----- 6' MTL. STUD W _ 13 Q ------ ---FIRE SAFING AT RATED WALLS ��—BUILDING PAFER � A6.5 �- - -- --METAL DECK AS OCCURS ----GYPSUM SHEATHING � - COLUMN SEE STRUCTURAL 8" HIGH PEA GRAVEL WALL FLASHING WITH 8" LAP ----- }�" DEFLECTION SPACE (DO \ ACOUS SEALANT NOT FASTEN STUDS OR GYP. • DUPE WICKS TO EXTEND 1'-6' V METAL STUDS W ) -�- BOT OF STRUCT / 8 STAPLE TO SHEATHING )` I )� . BD. TO RUNNER _--_ PARTITION TYPE 'X' GYP. BOARD AS SCHEDULED --- SPACDEFLECTION STEEL LEDGER —LINTEL ANGLES - GAL VD - i ANGLE I _ BRICK VENEER (( 1" MIN � - --�- WEEP HOLES AT < -0" O.C. t - CONT 18 GA METAL PLATE 0` a� FASTENED TO DECK 02 �� I 14'•_- •3AWCUT BRICK AS REQ'Do - I O.C. STAGGERED 3 1/2' METAL Q EXTEND FLASHING BEYOND ��� ` - - ACOUSTICAL SEALANT STUDS BRICK AND TRIM TO BRICK z \ ' - 3}¢" METAL STUDS DEA. AFTER BRICK IS INSTALLED --- FASTEN RUNNER TO PLATE O 4 \- J1 TYPE 'X' GYP. BOARD EA. I p -- - - - SUSP CLC. OR GYP. C:.G .o SIDE - � - SHAFT BALI. AS I W \ SCH,_DULED �` - - WHERE OCCURS COMP. FILLER �� I \ �- v a � -�-- J RUNNER --- --- 5/8' GYP 60 �- ----- --- 1-- -BACKER ROD AND SEALANT \ \ - ---- - SOUND BATT INSULATION -- SHAFTWA�L TYPE 'X' 1 _ WHERE OCCURS AS SCHEDULED - - - BASE SEE SCHEDULE _.� T �' �- �� TOP OF SLAB "T F F. MAT'L SEE K. " SCHEDULE - ACOUS SEALANT O „ FURRi1 ,IG AT COLUMN _ �,28RICK/LEDGER ANGLE �� GYP. Bd. Partition A Metal Deckru'� GYP BD SHAFTWALL jrz-'�GYP BD PARTITION � OF 1 1/2"=1'-O" A6. --- '-- "-, -o" L e - _ r 1' -o" A PLAN AT T INTERSECr;ON '`A�� T-- _. - -- -T--- ��- —T S. COL. 4 x 6 x j( D AWN PY: COL. 6 X 4 X u ----- ---- ----EDGE OF WALL .ABOVE CONT SEALANT & SACKER j8M ROD ---7.5. COI_. 6 X 4 X J! YoT/r---- ,� .. 1 1 1-3 _1_2 k / 1 L 4 X 4 X )sem 13Y_ f/ �-- }¢" MOO SHIPLAP PLYWOOD }'� - ----6" METAL STUDS II <> T.S. 4 X 6 X )( —--- ------LINE OF' MEL-,. SCREEN AE30VE �° �• - - �,� --1 4 X 4 X J4. PROvTDE _ WEEP HOLES O 2'-0" O.T. " MOO PLYWOOD nVER _-�' � RE)AS? t ----- -------_.__._ -6" METAL STUDS. PROVIDE r EDIT" ---}/�" MOO SHIPLAP PLYWOOD I BUILDING PAPER WEEP HOLES 2'-0' OC. i s Q_04NG ��--- -- -- PARTITION AS �- OVER BUILDING PAPER -------6 METAL STUDS W/WEEPS I DATE. SCHEDULED I I ---6" METAL STUD i` O BOTT TRACK 2'-0' O.C. 1,^/1 - ° -•- SEALANT W BACKER ROD --- 20 CA RUNNER EXTEND FLASHING UP *ALL _. A7 TOP 80T / --BATT INSULATION p I r 7 4. '^ I s' 10 A6.4 --METAL CAP FLASHING BELOW _ I II �/, / MIN 5/FI" TYP_ 'X' GYP I - - 90 AT TOP, HOT, ^ �- :.- A6.4 --- --- ---,/-_ ---- _,- --_ .- _.- --- % F��77SIDES k HACK OF * 0 „c � IRUNNER A6.4 CAP FLASHING BELCH AT i OP At Bp1 'F F.O. -� SYuD SEALANT TMP. SLOPE r0 fFIK�! ----- 1 5/:'� STUDS /i �� �� �ji� �'�~ FACE OF BRICK TMP. n AT EA 510E �t68 N - -j- O 2'--(r OC .J J ._. MAX SEALANT TMP. SLOPE t0 ---- - r ...r.•�u+: • .�=:•�r. c -BLDG. PAPER OVER EXT, GYP. - BRICK SOLDIER CO ARSE G on r FACE OF BRICK TYP. RECESSED OR ---,� HFA THING � - i .`��•`"«”' � t v SEMI-RECESSED FRO �� / / CONTINUOUS SEALANT ryP. +�+ *�w.� em ve 003pw" Jr Bt ILDING PAPER OVER E-XT.C] L__ _ EOIIIPMENT ' / W 1BACKFR ROD �.. !"� "M '��" K CTP. SHEATHING r !••"`T M wrsar+r s •a SEALANT A BACKER ROD y - -----BRICK VENEER � A6./ _ WHERE BRICK ! METAL St•1!�'E'T 1/4" CI-EAR (Typ) ""-------BUILDING OF SOLDIEfl � BUILDING PAPER OVER EXT tJ \• 1'-FI" COURSE ABOVE " R" GYP. SHEATHING -6' METAL STUDS I CONNECT -_ ----- 20 GA STUD - -- - ---- ---- -- EXT. GYP SkE1THING EA SIDE --- - - --6' METAL STUDS YWOW I Ir- BRICK VENEER MDO SHIPLAP PLYWOOD - - \ \ M� �� a Q OVER 17LIlLOING PAPER - --- -� _ OVER BUILDING PAPER A 6 . 5 ---6* METAL STI/Dr /may` i FIRE EXTINGUISHER CABINET r� PARAPET DETAIL 18 PARAPET ROOF SCREEN JUCTION PARAPET' CORNER zo PARAPET BRICK SCREEN JUNCTION 3" 1' 0" 0 1 1/2 =1'-0" 1 1/7."=1'-0" SUP 1WO171 MLW 24M " -- ' 24 OF 34 KVUOM M(Vft ,asp 9 4 0 4 • 0 4 ap`�°„n'�°�` 241'a. _ _ _ AS ISSUED FOR BID 7194 AS REISSUED F R HELL PERMIT 7 ' 1 �9 94 A l 1 3 I�J4 ml R FILMED �I�I II; !{lll{ 'I�III ISI+1�l�I�III I�I�II''I�I���I�I I{I{Il! I{Il Il ll{Illl k IjIII(iJ11li: ) I�III{I I�I i{I{'�1�111�F ISI{I�Illll{I{I . 1�1{I1I{1{I� It11{il,'I!"Iltlll Illllllll Itll{IUlllllllilll Illtlllll illl,llll Ilflltlll Illl�lulllllllllllllulltlllltflllllll 1111 IIIA Illihltlhlllltlll ILII{Illlllllllllll tltllllllflllllllllllllllllll Illllllll Illll�lll Ilhltlll Illllllll Illllllltllllllllll!Ullllll Illlllll►1►IIIIIIIIIIHIIIn II 4 410001 ORAlMIA" Aas.6_ F­-MANOW, REC'!:SEED 04X (Ula MAT � „._ .., DL OCXOU T • ANCHOR PIER _..._.....__,____ E X I GYP 'iHE A I RING 0. � •- _• ��- EXT, GYP, 5YEATHING , '� - --- ►wccxxw Ott Ma►i+wr� _._...,,.. IC RfCO�INIENOA TlO�15 -THROUGH WAIT FLASHING WITH W!rH r LA "' -1 ••--••-C 3. OVERLAP Q• MG» KA 0 %ft `... .."_ fkPANSION JOINT COVER WITH 1#(*f WWI To ESTf,1MD t'-r W vy - �SAOXSEAL FITTER �.,. _.. .. 1 --- - THOUGH WALL ELASHINC iHROII(?I WAIL ftASNINI: "-FREE DRAINING GRANULAR ----THOUGH WALL FLASHING �.. <•; AND STAR 1< TO �� . WITH 3. OVERLAP ' WlTH 3• f)V4:RLAP � � � MATERIAL / ' `•�• '9i�EA Ti1�ti 6 ~ -GRAVEL BACKFILL I ` ) CONCRETE RETAINING ( \ '�' ---------CONCRETE RETAINING WALL „�'` i : 4MDAU 1MfM ` _ _' - ', • ° — \ WALT \. ./ Wh ^+ • tit a / I / __ _ BAe'VI R f+% & �AiAMT .. • + .r I V 01 1” � . p WATERPROOF MEMBRANE - WATERPROOF MEMBRANE q a �s - �,t f f -_—_� - I ✓ _-+ ifEC[SM WAUR-Off MAY < 47 r 1 • • • • r �1 t • • I I I I I_I 1 • a- f t �t7 , I / C_ r P., i r , I • V tr-�• I V —___ _ .^—. 4 r V r • III I I I I i ( ! 4 Q o o a. FIFE DRAINING GRANULAR N 2 -6` _ - e a I bl C W a 0 a _ �/ •r rd MATERIAL .� . - - `�' • V �� "� PROTE:C1fON GUARD ---- - --- d J •� N --GRAVEL BACKFIU d ZLj O 3 G O PROTECTION BOAPO ;r • • r PROTECTION BOARD _ PROTECTION BOARDv u V - - ---- - - ._.__ W .. `Z• WATERPROOF MEMBRANE �r_____a _ i --• U = O� j A t. M MBRANE ------ GRAVEL BACKFILL GRA`JF l BACKFILL 40 d 1 d W F' �XPANSlO�RECESS. WALK-OFF DTL. 2 EXPANSION DETAIL 3 WALL FOUNDATION DETAIL WALL rFOUNDATION DETAIL s WALL AT WALK OFF MAT 3 IT > Ii2"-t'-o' 6 I Tit'=I' -o• T Ii2rml' a .6 I tit•-t - 0" r z w C'v Z w � O0 PIH WA:, **ERE OCCURS -__-_._._ T✓ < 0 ce i D �r a 0 CN K' kt- BENT STEEL ' Q SO4 RE TO WALL W o z Jr • M. BOLTS SET INN -- Q EXPANSION SHIELD I © + 4'-0' O.C. MAX J WELDED TO SEPARATOR ` BEAMS AS OCCURS i FLOOR l`NE 1 !�1 m - p T YP. I i U 1.L X 2• SIDE RAIL TYP. �j• o RUNGS, PLUG WELD TO SIDE RAILS AT 1'-0' OC TYPICAL o r- L. 6•X2)6'X)6• (GALV.) 80LTED TO RAILS Wi2 %• ! BOLTS do NUTS. SECURE TO o FL OOR Wi 14. 1 M. BOLTS SET IN EXPANSION SHIELDS Q (TYPICAL) " f• ' r ELEVATOR PIT FLR LINE W o to 6 ELEVATOR PIT LADDER 11 SCALE: 3/4•-t'-0"10 c � OF o��� A-1 i DRA*% BY SLD CHEMED PDA tRE MSON M T*ON a CLOS NG g DAT.: C) n CD i 0o f T- ru fi 'Ir. 'Sw,r � KVY11 A TM r •.tz: w iw^ w psm MTV • ••6 •w�. wr tw awroana • r SHEET Q) W A6 . 6 M3 Mmviom LN-1 Wo Q 2 V Q y�6.I70 X10! Y a e M OF IM amu►vim.low 'f my ocw-m leU+�i 741E JflP 4; a 294048.04 I AS ISSUED FOR SID 7/119 AS REISSUED FOR SHELL PERMIT 7/ M1 RnFILMED i�i�i��Ii � i I�►i�►�,�I� _ ��r�1�;}�l�h i�rr ���i�i�� ���I���III�� is ��Ii�il i�i�i�i�r�r�� il�li��Ill��r i��li�r1r�r : ������i���i�i1 ��i�i�i�i�i� i��l,����1��� IIIIIIUI IIIIIIIr11111Iilli IIIIIIIII irlllllll IIIIIIIII NIIIIIII IIIIIIIII IIIIIIIII IIIllilli IIIIIIIIIhIIIllillTIIIIIIII IIIIIIIIIIIIIII1111 fIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIin nnlnu inllllrl unlnn hrinn nllml nulnllnnihrn nnlnu nninu nnlnn n 11P°q 'y bear - _ ABBR"- ATIONS Ak09%,]t7j Bt,1l.I F9 FLAT BAR (k: ON CENTER ABOVE h IRN/qH VL L.x/? FIN FINISHED (w CXJTSIQf ➢IAM[rEFiAL I At T[11NA tt FLOOR L?F cxJ TS1G1f FACE . At umALt11� &%KAW VN FIELD NAILING ON OPP051IE HAND AkAt�UiW ANk."m FOC FACE: OF CONCW TE OPNG OPENING CL 04NVOI MA tf rom FACE OF (MASONRY 0110 OVERHEAD r A"1 AEhHITEC tiJflAl I"US FACE OF STUDS AT FMD FOUNDATION q PLATE U + FT FE'ET/FOOT PLYWD PLYWOOD so tow 4»1 FTC FOOTING PS POUR STRIP � � � PSF �)ILM DARN NAIL POUNDS PER SQUARE FOOT DHA GAUGE PSI P ` OUNDS PER SQUARE. INCH Z Elf.t Ei1�E N r... OVILDTNG CAL GALVANIZED PT PRESSURE TREATED MAsaNRr CL B10C4 GEN GENERAL v 0 (A ADCC 8L 00K INC, 1, MASONRY UNITS SHALL HE GRADE N HOLLOW CONCRETE UNITS. TYPE' 50/50 GL.B GLU LAM BEAM REE REFERENCE (L1GHTWIGHT) CONFORMING TO THE REQUIREMENTS OF UBC: STANDARD 24-4 4' BEAM GR GRADE RLINF REINFORCING AND ASTM Coo ALL MASONIRY SHALL DEVELOP A MINIMUM 28-DAY Z r { • SOTT 80T TCW REQ REQUIRED COMPRESSIVE STRENGTH FM' OF 15W PSI. MASGANNY UNITS SHALL NOT BE * ► aft SCARING INSTALLED PRIOR TO ATTAINI NG THE W%11RED 28-DAY STRtNGTH. WALL 9EAR,NG HDR HEADER Rev RL VISION FHIGYONESS SHALL BE AS SHONN ON P(AN;, NCR HANGER RO ROUGH OPE.N1NG W + ob ci CONTR1X -<)INi HORIZ HORIZONTAL 2. MORTAR FOR REINFORCED MASONRY SMALL CONFORM TO UBC STANDARDS R NO. 24-20 AND ASTM C270. MORTAR SHALL BE TYPE S. WiTH AVERAGE GENTTR ow NS HEADED STUD SCH S HEDl1LF W {� (x!1COMPRESSIVE STRENGTH OF 1000 PSI AT 28 DAIS N4 � r EAR HSB HIGH STRENGTH BOL i SH TG SHEATHING N Z � 1 0ou CONCRETE MASONRY UNiT HVAC HEATING, VENTILATION AND AIR CONDITIONING SIM SIMILAR 3, MORTAR SHALL BE MIXED BY MECHANICAL MEANS AND PROPORTIONED BY Z � SLV SHORT I LG VERTICAL ACCURATE MEASUREMENT ACCORDING TO UBG TABLE NO. 24-A SHOVEL CIOL LIMN Y W v`:• CONC CONCRETE ID INSIDE QIMENSiON SPA SMEASUREMENT WILL NOT 8E ALLOWED PACES V -„ COVIN CONNECTION IF INSIDE FACE SPEC SPECIFICATION 4. AGGREGATE FOR MASONRY MORTAR SHALL CONFORM TO ASTM 0144 AND UHC CONST JT CONSTRUCTION JOINT ' STAGGERED srA1V0ARbs No. 24-21. INSUL INSULAT.ON STAGG i CONT CONTINUOUS INTERIOR STD STANDARD S. GROUT FOR REINFORCED MASONRY 94AII. CONFORM TO UBC STANDARDS NO. HIL0. Cl)ORl? COORDINATE STIFF STIFFENER 24-"29, WITH A 28-DAY COMPRESSIVE STRENGTH OF 2300 PSI. CSK COUNTERSINK .LST JOIST QTR S. AGLREGAIF F(R GROUT FOR MASONRY SHALI CONFORM TO ASTM C404 AND CENTER JT JOINT T&13 TOP AND BO r iOM UBC STANDARDS NO, 24-23. T/ TOP OF W d PEINNE NAILS 7 r 7. SPECIAL INSPECTION OF MASONRY *ILL BE PAID FOR AND PROVIDED BY THF � LB LAG BOLT THK THICK(NESS) OftDOUBLE LL LIVE LOAD TL TOTAL LOAD OWNER FAIR THIS s rRucruRE- L-*Ar-- DEFORiiED BAR ANCHOR LLV LONG LEG Vi:RT1CAL TN TOE NAIL S COMPLY W17h1 UBC SECTIONS 2404 AND 2403 - CG VSTRUCIION REQUIREMENTS OF DOU(4AS FiRAND QUALITY CONTROL FOR MASONRY. LONCIT LONGITUDINAL TOF TOP OF" FOOTING DIA,/* DIAMETER LP LOWPOiNT TOS TOP OF STEEL S. ALL REINFORCING FOR MASONRY WALLS SMALL Of GRI'ADL 60 CONFORMING Ti: D;APi4 DIAPHRAGM LWC LIGHTWEIGHT CONCRETE TOW TOP OF WALL ALL PROVISIONS OF CONCRETE REfNFOPCiNG SECTION ABOW DIM DIMENSION TRANSV TRANSVERSE • O Dl. 10. PROVIDE HORIZONTAL BOND BEAMS .AT 4'--0' O.C. WITH 2-N8 CONTINIJ(XJS, � t..j DEAD LOAD MAS MASONRY TS TUBE STEEL UNLESS NOTED OT4ERW7SE ON THE DRAWINGS. /f� ON DOWN DN DITTO MA TL MATERi.41 TYP TYPICAL 11. REINFORCEMENT PLACED 1N BOND BEAMS SHALL BE LAPPED A MINIMUM DF 40 �/ o � c) w UJI MAX MAXIMUM �./ R.i.. DP DEEP BAR DIAMETERS AT BRUGES. PROVIDE CORNER BARS OF F!)tilvALEN7 SIZE � ` MB MACHINL f)OLT UNO UNLESS NOTED OTHERWISE L-APKO 36 BAR DIAMETERS AT CORNERS AND iNIFRSECTION`. OF WALLS, �a '/�".'✓� GWC ORAWING MECH'L MECHANICAL U/S UNDERSIDE UNLESS NOTED OTHERWISE ON DRAWINGS. ` �1 DWLS DOOELI S MFGR MANUFACTURER 12. EXCEPT AS OTHERWISE 94OViN, REINFORC2 AROUND AIL OPENINGS WITH: � w MIN MINIMUM VERT VERTICAL 2-05 x OPENING WIDTH ?tUs 4'-0^ AT HEAD �� EA EACH MISC M;SCELLANEOUS - 1--05 X OPENING HEIGHT PLus 4'-0" Al EACH JAMB 0 EF EACH FACE MK MARK W/ WiTH <0 Z EIFS 13. IN CONCRETE ELEMENTS SUPPORTING MASONRY WALLS, EMBED DOWELS fO EXTERIOR INSULATION FiNiSH SYSTEM �r WD WOOD MATCH SIZE AND LOCATION OF VERTICAL MASONRY REINFORCEMENT LAP EILEV ELEVATION NIC NOT IN CONTRACT W/O WiTH OUT DOWELS AND VERTICAL REINFORCEMENT 48 BAR DIAMETERS ELECT ELECTRICAL NO./ NUMBER WWF WELDED WIRE FABRIC 14. PROVIDE BAR POSITIONERS FOR ALL VERTICAL REINFORCING. EN EDGE NAIL NOM NOMINAL V J F- EQ EQUALN? NOT TO SCALE 16. PROTECT All MASONRY UNiTS, STORED AND ERECTED AT JOB SITE, FROM THE ! MST EXISTING ELEMENTS" Ems' JT EYP.4N5!C` STRUCTURAL STEEL 4 EXT EXTERIOR r 1. STRUCTURAL STEEL ROLLED SHAPES AND PLATE'S SHALL CONFORM TO ASTM A38 AND ASTM A372 (Fy-50 KSI) AT MOMENT �, SiSTIVE FRAME COLUMNS. FOUNDATION - 2. STRUCTLIRA!_ STEEL PIPE SHALL CONFORM TO ASTM A5"1, T1PF, E OR S. GRADE { B, OR ASTM A501. WILL TEST REPORTS FOR THE STEEL PIPE SHALL THE 1. 104E SUBSURFACE rNFGRMAnON AND FOUNDATION DESIGN ARE BASED ON A SUBMITTED FOR APPROVAL. NERALSTRUCTURAL NOTES REPORT N�ARLD BY GF.OENGINEERS, GEOTECHNICAL A CONSULTANTS, REPORT DATED APRIL 1,1994. THE CONTRACTOR SHALL 3" STRUCTURAL SrE1:i TUBING S!?ALL CONFORM TO AST14 A500, GRADE B (FY - PERFORU EXCAVATIONS. FOOTING CCWSTRUCTION, AND PREPARATION OF THE 48 KSI). Li _J SUIICPADE UNDER THE SLAB ON GRADE iN ACCORDANCE WiTH THE LGN CRITERIA RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT AND THE 4. ANCHOR 9,01_1S SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE:. PROJECT SPECIFICATIC*IS. t. OOVERNTNG 9L11L.DfNG OOVE- 1991 UNIFORIR BUILDING COOS WITH 3. STRUCTURAL STEEL DEi'AIUNG, F'ABRICATION AND ERECTION SHALL CONFORM AA1ENDMFNTS. 2. PILING SHALL MEET THE RE0 MMENDATIONS OF THE GEOTECHNICAL REPORT TO THE A1SC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF INDICATED ABOVE STRUCTURAL STEEL TOR BUILDINGS,' 1978 EDITION AND AMENDMENTS, AND 2. igRAVITY LIVE LOADS THE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES,' 3. FOUNDATION CONf'I'TIONS NOTED LURING CONSTRUCTION, WHICH DIFFER 1986 EDITION AND AMENDMENTS. ROOF . . . . . . . . . . . . . . . . . . . . . . . . 23 PSF FROM THOSE DE-SC7RiBED iN T14E GEOTECHNICAL REPORT SHALL BE REPORTED (SNOW BUILD--JP iN ACCORDANCE WITH 1"I UBC ASIX CH 23) TO THE STRUCTURAL ENGINEER AND/OR THE GEOTECHNICAL. ENGINEER 6. WELDING. SHALL CONFORM TO THE AMERICAN WELDING SOCiETY STANDARD BEFORE FURTHER CONSTRUCTION iS Al TEMPTED. 01.1-80. ELECTRODES FOR SHOP AND FiELD WELDS SHALL. CONFORM TO ASTM j[ FLOCR(S) A233, (LASS E70XX. 1 7 TlY . . N10 PSi PLUS 20 F PARTITION LOAD 4. CONTRACTOR WiLL 1'RC'v70f FOR DE-WA TI:R!NC OF EXCAVATIONS FROM EITHER E)CT FACIUTIES AND CORRIDORS. . . . . . . . . . . . 100 PSF SURFACE, GROUND, OR SEEPAGE WATER. 7. SPLICING Ch- STRUCTI)RAL STEEL MEMBERS OHER£ NOT DETAILED ON THE J. SEISMiC CONTRACT DOCUMENTS IS PROHIBITED W7THOUT THE PRIOR APPROVAL OF THE S. ALL ABANDONED FOOTINGS, UTILITIES, CTC., THAT INTERFERE WiTH NEW STRUCTURAL ENGINEER AS TO LOCATION, TYPE OF SPLICE AND CONNECTION OTFTICE BUILDING CONSTRUCTION SHAII 9E REMOVED, TO BE MADE. SEISMIC ZONE . 3 6 SITE PREPARATION AND OVEREXCAVATiON/RECOMPACTION O SO]i S SHALL BE d HEADED CONCRETE ANCHORS SHALL BE NELSON HEADED CONCRETE O IMPORTANCE FACTOR I. . . . . . . . . . . 1.0 PERFORMED IN ACCORDANCE WiTH RECOMMENDATIONS PRESENTED iN THE ANCHORS (OR .APPROVED EQUAL), AND SHALL CONFORM TO ASTM AIDS. BUILDING TYPE Rw (STEEL SURF). . . . . . . . . . . 12 SOILS REPORT REFERENCED AROW ANCHORS SHALL BE AUTOMATICALLY END WELDED WITH SUITABLE STUD 4. ONO WELDING EOUIPMEN'f W THE SHOP OR IN THE FIELD, WELDING SHALL BE iN 7. CONTRACTOR SHALL PRONOE FOR DESIGN AND INSTALLATION OF ALL ACCORDANCE VATH THE RECOMMENDATIONS OF THE NFLSON STUD WELDING BAS;C WIND SPEED . . . . . . . . . . . . . . 00 MPH CRI89iNG, SHEATHING, AND SHORING REQUIRED TO SAFELY RETAIN THE EARTH COMPANY. 000 0Sl1RE B BANKS. IMPORTANCE FACTOR I. . . . . . . . . 1.0 9. DEFORMED BAN ANCHORS (DBA) SHALL BE NELSON DEFORIAEO BAR ANCHORS < 1 CONCRETE (OR APPROVED EQUAL). AND SHALL_ BE MADE FROM LOW CARBON STEEL W CONFORMING TO AS TM A496. ANCHORS SHALL AUTOM<-(CALL Y END-WELDED 1, CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY WiTH SUITABLE WELDING EQUIPMENT iN THE SHOP OR iN THE FiELD. WELDING AND REVIEWED BY THE ENGINUR. MINIMUM COARSE AGGREGATE SIZE IS 1/2 SHALL BE iN ACCORDANCE WITH THE RECOMMENDATIONS OF THE NELSON W INCH. MIX DESIGNS SHALL BE SIGNED BY A CIVIL ENGINEER LICENSED iN THE STUD WELDING COMPANY. SPECIAL INSPECTION r STATE OF OREGON. 10. USE WELD TABS AT BEAM FLANGE CONNECTIONS; AFTER WELDING, REMOVE iN ACCORDANCE WiTH UBC SEC. 306, THE FOLLOWING TYPES OF WORK REQUIRE iH 2 AGGREGATE FOR NORMAL WIGHT HT CONCRETE SHALL. CONFORM TO ASTM C33. THE WELD TABS AND FiNISH TO A SMOOTH COUNTOJR PER 3.12.7 OF AWS SPECIAL INSPECTION. SEE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS 7 AGGREGATE FOR LiGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C330. 01.1-94; iN ADDITICMN, REMOVE THE BACKING BAR AFTER WELDING, BACKGOUGE FOR INSPECTION AND TESTING. PORTLAND GEMENT SHALL OF TYPE. I OR TYPE 11 AND SHALL CONFORM TO ASTM REGION AND FINISH WELDING USiNG A REINFORCING FILLET WELD, ACCORDING 70 3.13.4 OR AWS 01.1-94 AT ALL womENT CONNECTIONS ON SHEET S4.1 0 aET4E1RA1 C1SU. ITEM PER SEC. 306 DESCRIPTf(XV , 1, TWE PROJECT SPEC'XICATTON: ARE NOT SUPERSEM BY THE STRUCTURAL 3. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER. 1. CONCRETE -STRUCTURAL CONCRETE � y4�-1F 01 ADMTXTVRES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL _ � f EACH S COiN5UE.T THE SPECDTC AILS FOR AtOh.*W?NAL SHALL S IN NO1 BE. CONSIDERED TO REDUCE THE SPEr PIED MINIMUM CEMENT CONTENT. 3, REINFORCING STEEL -PLACEMENT EACH ",E i.TfC7N NOTES ANO :c LUIS ON r. O1i:WINGS SHALL TAKE ---- - PRECEFANCF OVER 111E %NC4AL STRLXTURAL NOTES AND TYPICAL DETAILS CALCIUM CHLORIDE SHALL NOT OF USED. AND P.T. TENDONS 2, TIRE CONTRACTOR SHALL VERIFY .•;' ;in1EN510NS !.TFORE CONSTRUCTION. !� 1. C.`OMPRESSIVE STRENGTHS OF CONCRETE AT 28 GAYS SHALL BE AS FOLLOWS: DUCTS 4. MELDING v -•ALL FIELD WEI.DINC THE ARCHITECT 94ALL BE NOTIFIED OF ANY DISCREPANCIES OR FOOTINGS AND LEV 1 SLAV . . . . . . . . 000, 3PSf MCONSISTEW_'AS, CONCRETE FiLL OVER METAL DECK (NORMAL WEIGHT CONCRETE) . .3000 FSI -ALL SHOP WILDING A YT 3. LTO NOT SCALE OR,:WiNG': C!1OR'JINATE DIMENSIONS WTT'H ARCHITECTURAL 5, MiXING, TRANSPORTING, AND PLACING Cr CONCRETE SHAIJ. CONFORM TO ACi 4 HIGH STRENGTH BOLTS -TENSiONfNC Of ALL BOLTS DRAWINGS. 3048-85 AND PROJECT SPECIFICATIONS ALL CONCRETE SURFACES AGAINST A v*fjcH CONCRETE IS TO BE PLACED SHAH BE THOROUGHLY CLEANED. 4. ALL WORK SHALL C'?ONFO4M TU THE M[NR.IrJM STANOARDS rW" T11f !1NfrrWM LAITANCL AND STANDING WATER SHALL BE REMOVED METAL OEC( T x, BUEDING CaX AS AMENDED AND ADOPTED BY THE STATE OF OREGON 1993 EDITION OF, THE STRUCTURAL SPECIALTY CODE. 6. ALL REINFORCING BARS, ANCHOR BOTS, AND OTHER CONCRETE INSERTS 1. METAL DECK SHALL. CONFORL TO THE SPECIFICATIONS OF THE STEEL DECK °RA AN Ry'; ! SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCYRETE, PROVIDE INSTITUTE. s9m d SEF_ ARCSHiTECTURAL DRAWNGS FOR THE FOLLOWING: STANDARD BAR CHAIRS AND SPACERS AS REQUIRED TO MAINTAIN CONCRETE COMPOSITE FLOOR DECK SHA,t- BE VERCO TYPE W3 a Sf2f AND LOCATION (Y ALL r)PEN!ar;a EXCEPT A5 NOTED. PROTECTION SPECIFIED. 2. FORML 0. 20 G,0OE OR APPPOWD EQUIVALENT. SEE :'HECKEII 8Y: b SIZE AND LOCATION JF ALL INTERIOR AND EXTERiO1R NON-BEARING PARTIRONS, 7. CONCK .. COVER PROTECTION FOR REINFORCrMFNT BARS SHALL BE Ay PIANS FOR TOTAL SLAB DEPTH REQUiRfD, LJ�( FOLLOWS: (SEE A.C.I. 318-89 SICTiON 77 FOX? CONDITIONS NOT NOrM) a Sill_ AND LOCATION H ALL CONCRETE CURBS FLOOR DRAINS, SLOPES, a CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH .)3' 3. ROOF DECK SHALL BE VERCO TYPE HSB-J6, 18 GAGE UH RIMS( DEPRESSED ARF:AS� CHANVGF.S IN LEVET., a/ANIIFEAS, GROOVES„ INSERT'S, ETC. b. C004CRFTE EXPOSED TO EARTH OR WEATHER APPROVED EQUIVALENT. NJ, WE AND LOCATION OF ALL FLCXIR ANO ROOF ORE`NM(,-,, EXCEPT AS BARS P8 AND LARGER . , . , . . . . . . . . . . = j SWWN. BARS #5 AND SMALLER. . . . , . . . . . . . . . . . . . . . . . 11 1/2" 4. UNLESS NOTED OTHERWiSF ON P1 AN, CONNECT DECKING TO SUPPORTING DA 11 a /LOUR AND ROOF FL400CS. c. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WiTH GROUND- MEMBERS WITH 1/1' M-I('TIV4- DIAMETER PUDDLE (FUSION) WELDS SPACED E STAIR FRAMMFC AND N TAILS, EXCEPT AS :SHOWN SLABS, WALLS, JOISTS - Oil BARS AND SMALLER. . . . . . .3/4- AT 12" ON G=NTFR. USE WELD WASHERS ONLY IF RECOMMENDED BY OAK-US11OI1S NOT SH00% ON STNUCIUAAL DRAWINGS, BEAMS, COLUMNS - TIES, STIRRUPS, SPIRALS . . . . . . . . . 1 112' MANUFACTURFR. 8" SEE IECHANICA, PLUMBING. AND ELECTRICAL DRAWD405 FOR THE NS ALL REINFORCING STEEL FOR CONCRETE SHALL BE (TRADE 60 AND SHALL COJNUORM TO S. WELDERS SHALL BE AWS-CERTIFIED FOR LIGHT-GAGE WELDING. FDILONiNC ASTM A-615 (OR A 706 FOR WELD TYPE W.jWFORCE'MENT)" REJNFIXRC:FMrNT BARS °24ALL MOI BE TACK WELDED, WE10ED, HEATED OR CUT UNLESS INDICATED ON THE 8. UNLESS NOTED OTHERWISE ON PLAN, BUTTON PUNCH SIDELAPS AT 2'-0' ON 4 PIK RUNS, 'a.UWS, HANGERS, TRENDIES WALL, AND SLAB OPFNINGS, CONTRACT DOCUMENTS GR APPROVED BY THE STRUCTURAL E:'N(WNEER CENTER FTC, EXCT:PT AS SHOW OR NOTED. b. EI.Ff:TTRICAL 0000111 RUNS, BOXES. OUTLETS IN WALLS AND 9-ABS, 9. WELDING REINFORCEMNT BARS, WHEN APPROVED BY THE STPOC;URE LIGHT GAGE STEEL FRAMING C. CONCRETL INSERTS TOP FIXTURES. ENCINFE.R, SHALL CON"WM TO THF AMERICAN WELDING SOCIETY STANDARD it SIA AND LOCATION TY MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS 01,4--79. E70XX ELECTRODES SHAII OE USED W WELDING A706 RFiNFOR(:iNG 1. STEEL TO I*.. FOR MOTOR MOUNTS OARS TO ASTM A36 STRUCTURAI !�TFEL, A. ASTM A-446 GRAOF ) (Fy - 50 KSI) FOR 16-GAGE AND HEAVIER, 7 METFHODS, F'1iOCFDIJRES, AND SEQUENCES OF t:ON,,TRUCT►(>wN APE' THE 10. DETAILING OF C`ONCRET'E REINFORCY M"NT BARS AND ACCESSORIES SHALL B. ASTM A-446 (TRADE A (Fy - .33 KSi? FOR 18--GAGE AND LIGHTER. RNESPOtSIBILIT7 O' THE CONTRACTOR. THF CONTRACTOR SHALL. TAKE ALL CONFORM TO THE RECOMMENDATION` OF THE A.C.I. DETAILING MANUAL - 19819 A2. ALL FABRIC,ATI,�F1, ERECTION, AND {UEP/7iF;CATI(1N OF' LIGHT-GAGE STEEL :. NECE:i6ARY PRECAUTIONS TO MAJNTA174 AND ENSURE THE iNTEORiTY OF THE OI C(1IMMIT"TEE 313. FTNUCT11RE AT ALL STAGES OF ^..fJNSTMXTTON. FRAMING SHALL CONFORM TO UVC STANDARD 27 9 AND AISI SPECIFICATIONS S` ""aMww nu�lwle ' )1. GROUT SHALL BE NOAH-SHRINKABLE GROUT CONFORMING TO ASTM C827, AND ����_ � 7 T SHALL HAVE A SPECIFIED COUPRFSSIVF STRENGTH AT 28 DAYS OF 50(10 PSI 3. PROVIDE ALL ACCFSSCRIFS INCLUDING, BUT NOT LIM!111, TO, TRICKS, CLiPS. 0 111E CONTRACT STRUCTURE. 17RAWiOT AND TE 'H TCATIONS REPRESETNT NOF WEB STIFFENERS, ANCHORS, FASTENING DCVICE`S AND ()THER ACCESSORIES FSNIW['IJ STRUCTURE. THEY 00 NOT INDICATE THE METRH(1D OF PREOiROIJTIHG t1< BASE {'I.ATF'S WILL NOT Cr F'FRMITTED. REQUIRED FOR A COMPLETE AND PROPER INSTALLATION Cp1NSTMXTIOMN. THE CONTRACTOR 404A" PROVTO F AL1. MEASiNRrS S,H r wrcr_SARY TO F4vOTF" THE STRUCTURE.. WORKERS, AND VISITORS DURING 12. FORMS FCR CONCRETE %%ALL BE LAiD (LUT AND CONSTRUCTED TO PROVIDE { N 0001STRUCTION SLMYO MFA1URF SHAD_ INCLUDE BUT NOT BE LIMITED To, FOR THE RECXIIRED CAMBERS/SLOPES4. STUDS TO [EE BRACED WiTH 9RIDGiNO IN ACCORDANCE WITH MANVFACTURER'S. 99 r[) WACING, S} omc FOW ")hsrRLICRON LoAm Efl. VISi.IS TO THE SITE ' Y RECOMMENDATiOFS. " THF STRUCTURAL 6Vr4 FFP 9441. HOT INCLUDE REVIEW OF T E ABOVS 13 CONDUIT OR PiPE SIZE (OD) SHALL NOT EXCEED 30 PEW NF OF SLAB THICKNESS AND SHAD, BE PLACED BETWEEN TOP AND BOTTOM REINFORCING, 3. METAL FRAMING CONNECTiONS ARE TO BE WELDED, EXCEPT WROERE SELF- UNLESS SPECIFICALLY OETAR.ED OTHERWISE, CON(XNTRATiON OF CONDUITS DRILLING SCREWS HAVE BEEN SPECIFIED. 0 CPrMPM, POCKETS, FTI; -34A11 NOT OF PLACED ►N STRUuURA1 EIANENT,; OR PIPES SMALL OF AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE 1 (AWESS S"OyFiCALLY UEFA/IED OR APPROWD BY TFIE STR1)CTURAt PROVIDED. S. W IDS SHALL CONFORM TO AWB SPECIFICATIONS, WELDERS SHALL BE 1 C2 X CERTIFIED FOR LIGHT-GAGE STFEI. UNDER AMS 9PF-CiFTCATIONS, �.J 1 • I% 14, PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE 7. OE9EpNATED (QED-FORMED 31APES SHALL BE BY AN iF.S METAL. SYSTEM OR Rey t0 (XXWTPUC?MN LOAD (MATERIAL AND EQUPWIN1) SHALL NOT E0lM T1HE �FORF PLACING. CORING IN CONCRETE iS NOT PERMITTED EXCEPT AS APPROVED COLD LENT. 1 tlCIM L1W LOAD PER 2WARF F00T. PROVICiE ADCOUATE WHORING AND/OR SHOWN. NOTTFY 'THE STRUCTURAL E)NNRNEER IN ADVANCE. OF DMITTONS NOT 69ACMCI OCC ST1111UCIURE'3 HAVE NOT ATTAIINETA DESIGN STRIMT+H. SHOW ON 'HE DRAWMM H 211M�Ttt , Aj t1, w� A WAILMM M IT►!R!1 AS rVIC,AL, T141 CONVACTO R SHALL APPLY THIS 15. CURING COMPOUNDS USED ON LYIWWTE THAT IS TO WWW A RE'Sif.01T 7_0 IVU ►AI M F- tIMAtIM AND CMTWCTip1 TO ENfIRY LICE TAMTiON TIE FINISH SHALL BE APPROVED BY THE TILE MMWACiTJRER DEFORE USE. 294048.04 � (^•, "' r x °- L7 � TMM OR NOT TW tW= IS MADE w E•VpN� WPAN[� V p-(�4 RRtI S ISSUED FOR BID 7 1 � _... ___,.�..___-..._,_.....�......_,...._�....____..� AS REISSUED FOA SHELL PERMIT 7/ 19/94 SE! 41CRFILMED Jill i1il�1�� Iillilt�t��� 11111111111lj !`iltltiilijj JIIIIII IIIli! ��t�il���191.1 i ;I!IjI �I�I��. ��IIIIIIIIII t u,lnmr ni �nrimllurnlhni unlet i nnlnn nnlnu nniiru mrlun nulmilnnlnn,nuhm nnhmhnllrnunrrinnlnnlnnlnnluumnlnmm�lnn nulnn milnn nnhm li►ihm nuhm unlnn 11111111711111 fit Imhl;l nninlllTtr, ........ .. 4 6 7 > < g � �........ .r 30'. 0" $0'-0" f- 3 12 of q 5 $3 i 54.2 I�f li; 7 _.\+ f % -. I---- -) T/FTG. 5422 I 1 13 / Cj � �" 200.0' ev 10 _..._. _..,._.__..- T i6 I I -- -.._ _ 1 -_-_+ 200.0' S42 VMi \ � 200.0 _ (�7 �� , - 7 200.0' 8 / 4 2 z / 7 1'IFTll Q fF + J -t--- T%F I G 0 T/FTG U o f F ol- . rl T/FTG I i laJ r. I I I W i 194,5'� �- --+ L- , , / /- / / 1 f L - _ J +v 3 1 - 194."3: �' S 4.2 o6\ T/�T 200.00_ r / // / /� // / 54' � 5 3 T/*rT.', �/� --; - _ - s A 191.0' ! / 151M �./ �� / //� / '�111�/ �� [/FTC 6 O 4 T/F IG 4 - I _ / R ; tt `, ry K i / / / -I S4.S I � N L W 7 r� �i / r -t SIM I v 14 4 54.2 69.0' I z iti1.20 /�/ r FTG t1R1.20� 4`2 41, N - -- - -1- - -- --- -- -- --- V • Q C C 1 6- wG to t i �•.. ► (- "'I.___ -1 t b�- I L_ ! 'O J J (_ -`I- , 7 7 ,� C G. oL , ti I I i I N \ ! I S4.2 S4.3 188.0 n 191.0' ! / T Fr o 8 + - - _ I I 61IU I / ! / G T/PLINTH ' I I 8 / Z i A I T - x!91.0' 19,.��- - - - -- -- - - --- 19,:0' I <J> L li J 190.0' ( I I ( F/FTG T/FTG T/FTG I ( I I � L� r T/FTG I I �.l I 190 - �- S4.2 I ( I 7 ^_ 7/F TG I O bi I I I I 191.0' 191.0' F.F.=192.0' 191.0_ 191.0' � �, O o� Ctf- o N t 0 I TUFO i I T/h TG T/FTG �/FTG T/F-TG I I 191.0' � � ! � � � N j T FTG ? / i r - - -t �- - -- -t J L I FRAME c I 3 FRAME Q Q i n w z Q I I 1 I t I ,o nl I I 54.3 I I I I I I I I 54.3 �6., --- �- , 1 Q i TYP. I- - - -1 _ _ _ L . J ! - m i I I �L J L - � J � >L - - J L ._ ___ J � TYP. �- 9 2 ! 2 2 , • 190.0' t1. b! L J 190.0' T/FTG I I 4 I I I 4 T/FTG 190.U' i T,7FTG n O3 F I I S3.1 FRAME ��__.____ \ �,� I I S3.1 FRAME 3 T/FTC O � 190.0' - - 190.0 Q b 4 t_ J -- -- I I T/FTG T/FTG I I I , L. 2 } -J L -� 2 C ,- �- -L L `-- �- - 0D L - - J a' j 7 190.0' 7 8 t 0 190.0' J 7 - 7 7 �.J190.0' I I / O (� -1-- --- -_ -- - - - -iC-A 0 O ---� T FTG 54.2 A6.1 T�FTG •( S4.2 T/FTG 2: 0 K _ -- - z 5 0 190.0_ -*_190.0' _ 53.1 2 FRAME T/FTG T/FTG FRAME `� ! t1� 2'--7 1/2'` _ 1•, 23'-4 _4 2'-7 1/2' Z i I ~ 0 FOUNDATION PLAN KEYNOTES t 1/8" 1'-0" 1. EDGE OF SLAB, TURN DOWN 18" _ 2. FACE OF CONCRETE. 3. TOP OF SLOPE. 5" CONCRETE SLAC IN. #4 0 18'oc E.W. 4. TOE OF SLOPE. PROVIDE DRAIN TILE. SEE DTL 9 & 10/S4.2 FOR CONTROL & CONSTRUCTION JOINT 5. 3'-0" X 3'-0" BLOCKOUT AROUND ;OLUMNS TYP. 6. --LEVATOR PIT. 7. OL;TLINE OF FOOTING REINFORCING AT COLUMN SEE FOOTING SCHEDULE ' 8. ELEVATOR SUMP, SEE DETAIL 9/A7.1 a'f+'f• S. CONCRETE PLINTH SEE DTL 5/S4.3 10. 4" CONC SLAB TYP SEE DTL 9 & 10/S4.2 FOR CONTROL do CONSTRUCTION JOINT �A I 6/3/94 DRAWN BY: SBM/SLD _ CHECKED BY; FOOTING SCHEDULE 2000 PSF SOIL BEARING FOOTING SCHEDULE ALTERNATE 2500 PST- SOIL. BEARING FOOTING SCHEDULE ALTERNATE 3000 f'SF SOIL CE-ARING +4P✓ LENGTH W; ,' DEPTH LONGITUDINAL TRANSVERSE REMARKS MARK LFNGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE REMARKS MARK LENGTH Wif)TH DEPTH LONGITUDINAL TRANSVERSE REMARKS REINFORCING REINFORCING REINFORCING REINFORCING REINFORCING REINFORCING f yes, Sor 26" (13) #8 (13) #8 O 12'---6" 12'--6" 26" (10) #8 (10) #8 0 11,-6" 11'_.6.. G7.. (9) #8 (9) #8 'f1 QA - 2 RSi � .. �.=/ 12'-n 12'---0" 24" (12) #7 (12) #7 2 10'-9" 10'--9" ?4" (10) #7 (10) #7 2 1 0'-0" 10'-0" 24" 9 7 - -- C> O (-) # (9) #7 1 $2.,A V 8'-6" 8'-6" ?8" (7) #7 (7) #7 O 8'-6" 8'-6" 18" (7) #7 (7) #7 0J 7'-9" 7'-9" _ 18" (7) #6 (7) #h yif ri; 0 6'-o" 6'--0" 12" (7) #, (7) #5 U 5'-6" 5'-6" 14" (6) #5 (6) #5 '� 5'-0" 5' -0" - 12" (5) #5 (5) #5 t3_u Oa'- 0" 4' 0" 12" (4) #5 (4) #5 5 3'--9" 3'-9" 12" (4) #5 (4) #5 O 3'--6" 3'-6" 12" (4) #5 (4) #5 I CONTINUE RETAINING WALL REINF. CONTINUE RETAINING WALL REINF. CONTINUE RETAINING WALL REINF• � 6� 7'-6" 7'-6"- 30" (6)#5 T / (6)#6 B. (6)#5 T / (6)x/6 B. THROUGH FTG., SEE 14/S4.2 O O#5 1 / (7)#6 B. (6)#�-T / (7)#6 B. O6 6'-3" 6'-.3" 30" � F 5 B. - 6 6'-9" 6'-9" 30" 6 THROUGH FTG., SEE 14 S4.2 �d)#, T / (8)#5 B. (8)#5 1 / (8)#� THROUGH FTG., SEE 14/S4.2 CONTINUE RETAINING WALT_ REINF. - CONTINUF RETAINING WALL REINF. CONTINUE RETAINING WALL REINF. I 7 8'-6" 8'-6" 30" (8)#5 T / (8)#f B. (8)#5 T / (8)#6 B. O 7'-9" 7'-9" 30" (8)#5 T / (8)#6 B. (8)#5 T / (8)#6 H. O 7'-0" 7'-0" 30" (6)#5 T / (6)#6 B. (6)#5 T / (6)#6 B. THROUGH FTG. SEE 13 54.2 12 S4.2 - THROUGH FTG. SEE 13 S4.2 12 S4.2 THROUGH FT EE 13 S4. 7y -• t.: CONTINUE RETAINING WALL REINF (9)#5 T / (9)#6 B. (9)#5 T 7 (9)#6 B. THROUGH FTG. SEE 13 S4.2 O 7 -6 7'---6" 30" (7)#5 T / (7)#6 B. (7)#5 T (7)#6 B. THROUGH FT .SEE t3 $4,2 ' 4 9'- n" 9'-0" 30" (8)#5 T / (8)#6 B. (8)#5 T / (8)#S H. , CONTINUE RETAINING WALL REINF. CONTINUE RETAINING WALL REINF. ' µ, r • ^'w 8 8 -3" 8'-3' 3 J" 7 " THROUGH FTG SCE 13/S4.2 G f i 9 -0" 30" 13)#5 T / (13)#6 B. (13)#5 T / (13)#6 B. \J 10,--0" 10' -0" 30" (9)#6 T / (9)#7 B. (9)#6 T / (9)#I B. O 9'- 0" 9'-0" 30" 10)#5 T / (10#6 13. (10)#5 1 % (10)#6 P.cu v - A 1 A v+ *t G co NFDwom LN.wo 9610'f4-Q171 (81 W 2401 WtiB SO 7' 2 OF 34 n� 81FQ6K1�1A powy.. Ism AS REISSUED TO THE CITY 9/23�' 294048. 04 1 9 4 MIR FILMED it lllll�ill I 4�IIIIi+a111N1� I, i 11 ll!tt►l'j�kl�l Illlllllllll Il lllllll illll�lllll1Illllllllllll Illlllf��'t}I�#��Ilhllllllli� I,IIIIIIIJI I�Illltllllll ilnn nnhnt ntthtil nnlnu mtlli�tfiminn nttlntt utlinn nulnll nnittnlin!inulnulun m�itnl lu!innhnlllltl unhu! nnl!u!Innlnnlnlllnlllnnlnn nnlnn unhm nnln!!nnlnnlnttlntt nulan nlllnn nnl����.c�!llnn nnhm II 7 1 30 0•' IS'- U' 3�)'-0" ,',, 0.. ;n' 0" 30' T 13 Ol S4.2 S3.1 _12 1 75.5 - - -- _ - - ___ - I__. 1/5 15' I ,2 r1. C Itl 3.it' S4.2 T/FTG - - �- ;C, -- Q42 ON 1as.o' \;J , 1 , / I/h IC r r + tY !< ' fo 411 � 7 - I i N .. _ . „_. .1 �t 163.0 183,U' � S4.Y S r, O ifFiG 1 +- --- TATG O T F'1G '� / � Q r- X 1 <A> A 1� 0 �& 10 L 7- YL 6 11 00' 54.2 i O L - - % / 54.2 _ 163.00' S 3.t 1 jf T _ t • }SIM f �' j 51M ),/FTG - FRAME \ 6 I } � 54.3 1 � / ' /X , / �,! 4 � _ _____._ __.......___. _ Z • .., tN�, _" ,4 t / �. o SIM r S4.. cc 1 175.70' N a (_, I -- �_ / 1 ► 175.70' Sa.? r_I - -1 r - 9 I , S4.2 S4.3 __ _ -- - i 1 I $ I } ` N I I 172 5' I T. 175.5 I I - W I b, d I I T/FTG- T/F'L1NTH - i E-- I _ - I - ----_ . -- - 175.5' 1� L 1 - U N Z I I i I � 175.5;_ 175:.5_'_ - �-- k -- - �- I I J 174.5' I I I I T/FTG T/I TG T/FTG I T TG I 8 1 8 /F I I 7 � � 1 174 ) �- 0 0! I i Ii I - t 54.2 I I I I 7 L_ _.._ - J T/FTG L J8 (� Q W o+ Gif f ( i I 1 175.5 175 5' 175.5' I I S4.2 1 I O � � 175.5' T/FTG T/FTG ' F.F.=176.5' T/FTG G A6.1 T/FTG I I / T/FTG 1 i 175.5' 1 �`',� _ T/F TG I t CL. R - FRAME r r r. ._.. - -1 �- _1 --� I �_ 1 U n 5 I 1 I 53.1 FRAME < OZ gYP. Is4.3 A6.1 UO I 1 TL_ - I -� I I E � 9 1 1 1- 2 L -- - _ -1 L ._- _�- -- - 2 2 L - - J L -1 2 TYP. L CD I 174.5 o I L_ 4__ J 174.5 T/FTG 174.5' c� T/FTG <4) FRAME _ 4T/fTG i i74.5' L j-T FRAME T �J T/FTG O i , Z I L J I 1 174.5' 174.5'_ .- i I t I Q -t- an i + T/FTG T/FTG L� co r .� L - - - - --- - � -1 I_ -L I -1 - - - - - - - - r-- J yj o �-__ L - - -� _ 2 Q N 174.5' 7 O ,0 1'74.5' _ 7 � 174. ' T/FTG S4.2 A6.1 T/FTG �- - - - -- ___ 7 10 7 O � /,� n _ T/FTG `'/ - - ---- - �- r �5 O p t S 3.t 174.5' 174.5' 2 3 -�-- FRAME T/FTG T/FTG FRAME U 2'-7 1/2'� -4" 23'-4" -4 2'-7 1/2" z m ® O FOUNDATION PLAN KEYNOTES o I. EDGE OF SLAB - 2. FACE OF CONCRETE. 3. TOP OF SLOPE. 5" CONCRETE SLAB W/ #4 018'oc E.W. 4. TOE OF SLOPE. PROVIDE DRAIN TILE. SEE DTL 9 & 10/S4.2 FOR CONTROL & CONSTRUCTION JOINT 5. 3'--0" X 3'-0" BLOCKOUT AROUND COLUMNS TYP. 6. ELEVATOR PIT. 7• OUTLINE OF FOOTING ,REINFORCING AT COLUMN SEE i 1 FOOTING SCHEDULE 8• ELEVATOR SUMP, SEE DETAIL 9/A7.1 _ 9. CONCRETE PLINTH SEE DTL 5/S4.3 r 10. 4" CONC SLAB TYP SEE DTL 9 & 10/S4.2 FOR CONTROL & CONSTRUCTION JOINT -'ATE: 6/3/94 __ciAA% aY, SBM/SLD :HECKED @'y: LjK FOOTING SCHEDULE 200,'1 P,F SOIL BEARING _ FOOTING SCHEDULESCHEDULE--ALTERNATE -- - - ALTERNATE 2500 PSF SOIL BEARING_ FOOTING 3000 PSF SOIL BEARING RE'ASC7N C2_09'd Mn Pk E"J;7H N'ID rN DEPTH LONG' UDINA, TRANSVERSE REMARKS W �. -K)FG MARK LENGTH W�OLH DEP VH LONGITUDINAL TRANSVERSE REMARKS MARK LE-NGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE REMARKS � yA�: REINFORCING REINFORCING REINFORCING REINFORCING REINFORCING REINFORCING v < 1 12sf #8 1 12'- 6" t2'-6" 26" 10 (9) #8 (9) #8 2 12'-0" 12'- 0" 24" (12) #7 12 - _ 0 ( ) #8 (io) #8 O1 11,-6„ 11'-s" 27" 4✓!/IN ( ) #7 lo,-g" 10'-9" 24" 10 7 10 7 01-011 101 N �� 8'-6" 8'-6" 18" (7) #' (7) #7 3 8'-6" 8'-6" _ 18" 7 " (7) #6 7 ------ 1t Q �f 5'-6" 14" (6) #5 (6) #5 4 5'-0" 5'-0" 12" (5) #5 5 5 O 6'-0" 6 --0•' 12" (7) #5 (1) #5 `.5 4'--0" 4'-0" '2" (4) #5 (4) #5 -- --- _ O ( ) #5 (4) #� O 3'-_6" 3'-6" 12" (4) #5 (4) #5 � CONTINUE RETAINING WALL REINF. Q 7'-6" 7' -6" 30" (6)#5 T / (6)#6 B. (6)#5 T / (6)#6 B. 6'-9" fi' 9" y0" CONTINUE RETAINING WALT_ RFINF. CONTINUE RETAINING WALL REINF, -- _ 1HROUGH FTG. SEE 141S4.2 (-)#5 T / (7)#6 H. (6)#5 T / (7,#6 B. THROUGH FTG. SEE 14 S4.2 O 6'-3" 6'-3" 30" (8)#5 T / (8)#5 B. (8)#5 T / (8)#5 B. O 8'-6" 8'-6" 30" (8)#5 7 / (8)#6 B _5845 T CONTINUE RETAINING WALL REINF. THROUGH FTG. SEE 14!S4.? 7 (8)#b S. 7'- (8)#5 T / (8)#6 B. g) 5 T CONTINUE RETAINING WALL REINF. �j� CONTINUE RETAINING WALL REINF. M�;"'��. ��,:` SEE c 7 9" 7'-9" 30" U 7'-Q" 7' -0" 30" (6)#5 T / (6)#6 B. (6)#5 "( / (6)#6 B. THROUGH FTG. 13 '54.2 1 '54.4' _ THROUGH FTG. SEE 13 S4.2 12 S4.2 ( .# / (8)#6 B. 3 � CONTINUE RETAINING WALL REfiJf. THROUGH FTG. SEE 13/S4.2. -12/S4.2 8 9' 0" 30>� (8)#5 T / (6)#6 B. (8)#5 T / (8)#6 B. THROUGH FTG. SEE 13 54.2 8 -'3" 8' 3" 30" (9)#`i 7 / (9)#6 B. (9)#5 T / (9)#6 B. CONTINUE RETAINING WALL REINF. 8 7'-6" 7'-6" 30" 7 5 T CONTINUE RETAINING WALL REINF. ( )# / (7)#6 B. (7)#5 T / (7)#6 B - -- -- - ,_ THROUGH FTG. SEE 13L54.2 _ -_ THROUGH FTG SEE 13,,,'S4.2 1 . 11' 0" 30" 13)#5 T / (13)#6 ff. (13)#5 T / (13)#6 8. 10'--0" 1Q'-0"09 30" (9)#6 T / (9)#7 B. (9)#6 T / (9)#7 B. 9'--0" 9'--0" 30" 10)#5 T / (10)#6 B. (10)#5 T / (10),6 B. SHEE S2 . 1 B T__T I / -------------------- - -- __ v PFovo M IA. QA'JO a q oup gc("71 (BLDG 24M 28 Of 34 �B ►��� SEouw P'16YW'" Ism AIlld M-Ott2(�LfY3 241) 94048.04 , • AS REISSUED TO THE CITY 9/23/94 R: '��'II FILMED 111 tItl1 i i tI 11 1 IIS !�i�t 1N1�11�1�11� ililill�ili�'�IIII L1I1�1I 144- ililr1il 11l!IIIIiIlli<< 1I1ltrrrrrf: riil��i�ililt�, t�!����IiI� II1II�iI1I1 tthlnn tntltnt nnfnn nnhutlittdntt nnlnn nnhm tuthtn nuhnt unlntt nninnlunhttt nttltt'I nnhm!tnf 1111 t+nitntlnnlnnlnnlnullmhutlnninn nnhm.mfint nnhut nrintt nnlnrt nrhm nuhtr nnhnr nnhnl 11��!nl►t I ....................... < > '4u' U" (71 L-- n (,-, w3b, Z a b T*-' - T C" I C=I" on Wl 6 x 31 W12 x114 <15> 1 1 <30> W12 x 114 <15> 56 w 'IF IK C=1" C- 43" IL A W r U) v A A Ln tn A c td. V. C) bf A ;5 I I v v .1 I z • *16 W16 x 31 <30> W16 x .31 <30> wl 2 x 14 0 W16 x 31 <30> W12 x 14 <1.15,> C-1 Ln V) - Wl 6 x 31 <30> Wl 6 x 31 <30> **16 x 31 <30> z 0 441- Vo C-1" 131 C�-I" C=I" ui C=I' A c-lo r) !1194 x v LJV94 In LAJ RA x co 11 )c co 11 W) lt X 00 W,24 x 5f5<30>T, zrMf W16 x 31 <30> in W16 x 31 <30> W16 31 W12 x 14 05> W12 14 <-11-)> Wl 6 '51 <30> 2x14 Wl 6 x 31 <30> vi vc 1 22-2 1 3 < T - 7� ! v wl f) 31 <30> TYP. W)4 11 x4 00 t ch (10 x 115.3 1 �wl 2 14 40 o x 2' ll" , 4 ( 5 \---% m 0 M b: AT LANDIN Tj *12 x 14 (14 `olio of *12 14 3 1 Wl 6 31 W. x 50 <30 W16 x 31 <30> W12 x 14 <15> ,\ 0> W21 x 5 <30> W16 x 31 W12 14 el,):. W16 x 31 <3x st W16 31 <30> 4 -•,.10> C=1" C.I. Y 3 14 <10> Y A W12 x 05 Lr v A 3 W12 f4—. x (x x C14 (N 4 54.2 A 0 \\ A, C) u I)o <30> w1m 35 <1 0> W24 x 55< 0; V 3 SL2— 8/22/" ,rl Wl�8 35 <30> wj W12 x 14 <15> "I I \ "I U Z C-1. v —3 W12 14 <15> Wl 8 x 41.,; <30> W21 x 56 1. W18 35 <30> V) C=I C-l" 0 I 1 1121 1-5 3/4 '1*7 - r-Lo 7 1 6 3 14 7' -6 P, Li 6 ko ) V , ,o u:) x 65 3 co 11 �03 1/4 S4.1 S462 >1 14 It x 0 TYP. x 00 V) 0 C)v II X1 "t 0 W;8 x 35 Wl 8 x 35 A,18 -5,) <10> Wl 2 14 5> W18 x 35 <30> W12 x 14 <15> W18 x 35 <30> Wl 8 35 *18 x 35 <30> C=l A C=l, C=1" 0 CN C=1" C=1" A C-1" S4.2 8 v < oz: cr- CL <— W16 x 31 <30> V) W16 x 31 <30 — "'16 x 31 <30, W12 14 <1!�>-- W16 x 31 <30> 1 W12 14 <15> W16 x 31 <30> AL Wl 6 x 31 <30> C=1 0 1— --- W16 x 31 <30> U C) 0 cy) 4 o "t X L) v `r W16 x 31 <30> 3 W76 x 31 <30> Wl 6 x 31 3 0, W12 x 14 <15> W16 x W,2 x 14 <15> Wl 6 51 ,,O-, W16 31 <30> Wl 6 x 31 <30> C=1" c 1' — — --- _-- -- I C=1" A A C -I C=J" 0 0 v C, v Ln A v �.2 10 1 1 4V to N W16 36 W16 Wl 6 x 31 <30> —W12 x 14 <15> V) W16 x 31 <30> —W12 14 <15> W16 31 <30., W16 x 31 W16 36 1 <30> af c=I" C=1" C7- 'o V S e4l L0 C=1" C=l,, < 0 O 2 x -1 i (D I 0------ 62 W12 x 14 <15> W16 x 31 <30> 3 W12 x 14 <15' 413b C=1" 7 x n eS4 ...... W16 x 06 <15> I W21 x 50 I <30> W16 x36 <15> + 0 07– z: A(2 < S < 0 cy- Z C) u LJ 2ND AND 3RD FLOOR FRAMING PLAN KEYNOTES 0 1/8. 1,. oll 1. VERCO 20 CA W-3 FORMLOCK DECK WITH 5 112- CONCRETE (7) 112- DIA. LFFErT!VE PUDDLE WELDS PER SHEET AND 1 112- SEAM WELDS AT 24- O.C. 2. ANGLE 3 X 3 X 1/4 BRACE TYP. SEE DTL. 17/S4.1 3. T.S. COL. 3 X 3 X 1/4 TYP. AT INTERMEDIATE LANDING SUPPORT. 4. DIMENSION ORIGINATES FROM CENTERLINE OF SEAM CENTERLINE OF BUILDING GRID. 5. FACE OF CHANNEL. 6. G 31 PA' 32.1 1 OF SEAM IS 1'-3 EAST OF 13 ,i , D. DIM TO i OF BEAM. 2/22/2 1 DATE; 6/3/94 -RA%N BY: LEGEND -E?M/SLD/DMV BEAM SIZE 'HECKED BY: NUMBER OF 314- DIA. X 5- <30> HWS PER SPAN EQ. SPACED QEVSCIO. Ell"O" CLMNG CAMBER DATE: l(l 7112Z94 F 3 4W S2 . 2 ncwu SE01"A PKWY, Is= •4.01!?(OLIX3.24i) 29 ,1048.04 AS REISSUED TO THE CITY 9/23/94 M I AO FILMI G I 1 1111111 Imam"0 am wl"ll: m lo 4a. t24(i' 0 .1Q'-(1` 301- 0- 1'J'--Q" SU'- U�' 1S'-0 _. 301--o" s�'' .(i• 0 fj' r � ... .. I f. i > ~`j 1 6 yY31 x.50-._ _ ___.. 1 � , 4 w _ 54.2 j __-1NI1 TI Q__._..._ _-- .__ _--I I -_- 1 i4.1 ! c 4 �d ,� I I I I I i � 2 (,� 69, 1106 x-.36--- - - W8 10 W14 22 Wig 1 U _ J'j-4'- H I 11(16 x-36 __�_�-._... __. _ "' I I I I I WH x 10 W14 x 22 WH x ,O _ - 'i, " 5 3.1 ,o z , oo f„ d W11 x 2'' W14 x 22 W 4 x 22 W8 x 10 - w14 x 22 xl W8 x t o ! W14 x 22 W14 x 2i � ; �r�4 x i2 W • w a at 04 b '------ v W ^ 2" 8'_-10" _ 1 S' x n� N u,m Z r? v �� ;v ' C14FRIFY WjMF II v i! 6 c.� p { ,, W24 x 6F, I W 3 -+.. W14 x 22 ; W14 x 22 W 14 10 W14 x 22 W8 x 10 -'-� 1 WH x x )2 W14 ,r 22 wi4 i 22 ]( • y{ C _ _.. --- --- - j ,2 101 1 u 4 rYP. S 4.1 S 4.1 12 6 W14 x 2 - a�Y2/t+4 x M W8 x 1 o. c) 54.3 0 7•_ 2'-.5 C' VERIFY W W14 x Wl4 x 2? W14 Wn x 10 `cv N �r W8 x 10- I WA x 10 W14 x 22 W14 x 22 W14 x 2? wa x 10 I----------_____ x I I_ 2 , ooI x W$ x10 �1j 5 5 E-- bi I 3 sa.� DC10 15.3 {W14 x 22 N W8\ :� Z e- S3.1 x I x I Vx W14 x W14 x 22 W14 x 2 W8 10 6 F W8 x 10 W14 x 22 \ !4'4 r 22 W14 x 22 3 U Z W24 x 68 v) I--- I 53.1 O 2 - + C-1 W 4 0 I 54.1 12 N x r II C I • < O cr- U 3 G7 54.1 � N x O. o W14 x 22 W14 x 22 _ W14 x 22 - WB x 10 W14 x 22 -_3 W8 x 10 - W14 x 22 W14 x 22 N' s x it - � O �V 1 3 a13 `t S3 54.1 '4.2 T` a' u -. Q W14 x 22 W14 x 22 W14 x 22 � W8 x 10 W14 x 22 W8 x 10 W14 x 22 W14 x 22 W14 x 22 I V - I -- - ! caoo� a b l x r 4 4 X �� tl t LA- 00 v 53.� S3.1 �, hcq !J Q� I 3 W14 x 22 W14 x 22 W14 x 22 W8 x 1 L' W14 x 22 W8 x 10 W14 x 22 W14 x 22 W` x 22 <_ r. r� _ v � x \ ' 16 x II x �. x o "'wj I N X 4.1 N �' �_ N i' �I I i _- W1 F x 36 N,'14 x 22 _ -- W14 x 22 W8 x l i; __ W14 x 22 W8 x 10 _ W14 x 22 ___ W14 x 22 W16 x 36ir I O - to 1 2 5 I W8 x 10 W14 x 22 W8 x 10 ( x 6 S4 2 �. I W8 10 � W14 I x 22 W8 x 10 / a- --1- p A C S4.1 W8x10 W141x2.2 I - W8x10 � I r---i I I I I I 3 �► w21 jx 50 W?1 x 50�`- _ W21 50 _ --- ------ - Q K LA ?. 2 S3.1 53.1 LL- L O I GENERAL NOTES ROOF FRAMING PLAN KEYNOTES _ VERIFY ALL BEAM LOCATIONS WITH MECH. 7181, II-oll1. ROOF DECK TO BE 1 1/2" VERCO 18 GA-HSB-36 DECK WITH (7) 1/2" 0 EFFECTIVE PUDDLE WELDS PER SHEET AND 1 1/2" SEAM WELDS AT 24. O.C. 2. ANGLE 3 X 3 X 1/4 BRACE TYP. SEE DTL. 4/54.2 3. DIAGONAL STR 7 ABOVE ROOF, 4. LOCATION OF 6' ST !PE �ECHANICAL SUPPORT COLUMNS ABOVE. SEE DTL. 14 r 4. 5. LOCATION OF FAN N Ft k OPENINGS TO BE COORDINATED Er" NI CONT 6. BEA I5 1 - CAST OF GRID D. OiM TO OF BEAM. 7. FACE OF CHANN� . a , DATE: 6/3/9A DRA". BY: s B M f SI.D CHECKEr' P"f: + ,1K C) T CLOSING x � g GATE: 2 less- x 7/12/94 No 31 z g4 9131" v A to 0 r- M ..• ..1. 3 �U£ET tai � �1 5 /- . 3 ,l�; 4 O REDW.1�5 LN.dlY.lO gW".pile WIM 24M 30OF ,-4 WD 294048.04 nj *$, �� I. EJ TO THE CITY 9/23!94 AS REISSUED� f I 1 3 1994 1PR ILMED 1{1�1(1�I�I�I �.� 1�i1�11�� i���i���I�aL► 1�tl�i�i�1�11i i�1�1�1�1�i�� i11��i1 !{l��ftji�{ lli�il��ilil� i�1�1�rl�t�r 1i�+1��'����I i�i�i�i�i�i i i�1�i�i�lli IT I 1I111111I11I1111 IItiI!Ifl III!inn flnlfnr mPiutl�InPllill nnlntP nIPIn111uPlnnhmhnllPnPlnn nnlP!!I nnlnnlnnlmP nnln�l nuhullnllllnlllminn nnhm Inllnll Inllnn nnlnn <Inhm nnil,n fln,lm n1�hn,nnlml nlPlnu nnhm n 3 2 2 3 a ------ W t J 7 e 9 STEEL COLUMN SCHEDULE g � MARK SC-I SC-2 SC-J h a = ✓ N GRID BI AS FT .'.ii W18•W +'• W1BxW _ROOF' WIBx4o W,Bx40 IOCA IiI)rl M A6 ES Z � n •� . A7 04 G5 BID 04 06 I �. Pm ppn G7 tll Z A 110 IT G6 • = `� K4 I9 F9 W a• m7[ K7 K5 c M W _ 8 - ia W24-16 .30, A K6 _.. W21x70 x;JO> 3rd.._ W24.6Z aiJ, W24+62 <.30, N O B ' ~~ — o � '-�� SLI W • aaI I , + FLOORS: W j C OIV W8x 28 Wt2 v C5 Wt� 6•, ��te44 L 1R0-ROOF Z y ^„ 30� W24x76 <3D> - - N -' �• 2nd W24x62 <30> W24x62 <.SO, FLOORS: x W8 v 28 W12 x 65 WI2 106 Q • a p ISi-2N0 uT) St.1 -+ "S: 7 ul ry BASE 8/S3.1 //S3.1 7/53.1 m (4�FRAME 1 - ELEVATION ` NOTES: W NOTE: COLUMN STEEL Fy . 50 Ko psi p IO 1. FOR COLUMN SPLICE DETAIL SEF. S/S4.1. _ 53.1 TYP U.N 0 53.1 Z W z FRAME 2 -- ELEVATION `,' z i, NOTE: COLUMN STEEL Fy - 50 Ks, O w 8d 0 LAJ a o w i O N O UWU HOZ Q <8> O 4 O O Q L.) U2 W7804 WIBx35 I m 1 — ROOF_ W11x50 W21x50 m U J ' CL P4 � st.1 w 51.1 i S 1 10 W24+55 <JD> W24x55 <JD> ,yid W24x84 <30> W24x84 <30> P.P. lYP : 6 - 0 Z mo 44.1 j 44.1 51.1 0 �� _ _ ,T,, O STIFFENER Q AT ..L 1 xo AT BEAN FLANGES ( ` Q m V 2na W24+62 <30> W24+62 <30> 1 2nd W24+8/ <30> W24x84 <30> EP. W > 1 Z J 54.1 z 6 W s m o v � 43.1 ry o I n x W o _j O " lot U Q g ---- 10 43.1 53.1 S}.I 3 FRAME 3 - ELEVATION a FRAME 4 - ELEVATION N w� i NOTE: COLIIMN STEEL Fy - 50 vel 7 _ 8 BOX COLUMN �Z ; NOTE: COLUMN STEEL Fy _ 50 Ksi Na f/moi<T ORF TINS DATE: 6/3/94 DRAWW 6Y. SBM/St.D 1,-to' OAp.NotifIDn(T�, —1e. ixv _ V-4' -1 b YY°CH�•E: C: �•KT:EpiD-wBrY 1 112 /2 K TYP. 5TYP 2• Rr.iV� gX�—S : n; +O .:aM ED ION DATE O O 5/16 5. AT FLGS O O <Al FLGS O O 1/2' AT FLGS O CO O b 2 + V-10 W/ -e 1' 2Yx1 -10' _ GROUT HOLE (4) 1EMBED (1) f•I x 1 -0' EMBED 1307 ANCHOR BOLTS U O 'A307 ANCHOR BOLTS O tj24' 2'-0' W/.D (6) 1')(• x 1 -B' FARED A325 ANCHOR BOLTS O O 0 0 ' 24• x 2'-0' W/ (6) 1 )(0 x I'-B' EMBED A325 ANCHOR BOLTS O O O N —CRWi HOLE - —_ _ _ �_ _ GROUT :p '^:... HOLE <"LT i n COLUMN TO BASE PLATE (e�COLUMN TO BASE PLATE 9 COLUMN TO BASE PLATE x COLUMN TO BASE PLATE S3 . 1 11 'j'+iT U meonom LNOLP"41" OF � „GF 34 D10) a4>,7air76w..udr6 .KIP 40. Axow/nl�n9.sL° 794048.04 AS ISSUED FOR BID 7/1/94 _ AS REISSUED FOR SHELL PERMIT 7 ' l 9 794 SEI" 1 3 1994 Ml MIMED I lllllli�lll I VIII 11PIN){ I�111U�111I 1�111I�III luf�.),,I,I I,I,I,I,I 1,1,1,1,1,1 C D Film, In vl n. dnu uu lm onion mlhul nuhnl nnluu nnlmi nnlnn m16ni uT nlnulilniun udml un ndlnl minn mdun nu6m nittr nnhm ............ *N" ROWS OF 2 001 IS V A CAP PLATE WII)rH AND THICKNESS 1`0 CS44 PLATE 1/2t- 10 COI. ILANGES 0 S0tE0Ul0 (;A(;[ CONVOHM TO FLANGE' f SIZE IN CONNVCIJUN SEF 4/S4.1 MOMENT CONNECTION SCHEDULE 1 /41 SCI It DULE 41. I Of, HO I I om 9A <TYP. 13VAM (IAN(;(. PIAII f I ANGF 801-TS 3. 4 S4.1 !117f: —-W1 1)11-1 111ICKENESS, d" NO OF f INV"' T1711f 6I?AI pow. 51" PAR!, cc I. I 71PA47S '1 0) W;?4xt44 14 "o A490 SC 6 0 W2406 A JIL,,,�r 14" FINISH- l'o 6 CL A Al. W24x62 14- 0 1.) _— L, " r r PARV s& K-N CK a, -!& 4, W2 4 XS 14" 1.0 00) 04 j I.. W�l I X�)O S 0� 1 14' Wlbx40 A 4,20-_5C 4 4 u A490--SC; 4 Z W I M)e 5,) 12 A490- Sr, _(�s SIDES 4 fill ss� A z PLATE 112" HARDENED WASHERS, c W� 49 SITE STD HOLE OVERSIZE HOLE Tom, 8011 LAJ BEAM PER 1 0 1 X6_0 -7/�—0 Z PLAN "o TT V:lT'_UT 'W- TJ F5 C41 Elk SIDE COLUMN PER BEAM WHERL EAM PER T z PLAN OCCURS PLAN k OR 4 3/4" NOM. FLANGF E SEE CONNECTION L-1 t-tj (BEAM)-- SCHEDULE 4/S4.1 NATES: 2 o lb—" BEAM ALIO "v`' r dlf� I. USE STD HOLES IN BEAM PER PLAN 00 .40. COLUMN PER 2. USE OVERSIZE HOLES IN FLANGE PLATES AND SHIMS LAJ PLAN 98 3. FAYING SURFACES INCLUDING SHIMS MUST BE BLAST CLEANED IF > IF 6 40 0 j NON MOMENT CONNECTION Za:�NON MOMENT CONNECTION TYPICAL MOMENT CONNECTION r44�� MOM 0 CL r3 0 ENT CONNECTION SCHEDULE ( 5�COLUIVIN SPLICE 1 112 NOTE: BALANCE OF INFORMATION ON 8/S.,I.l S4.1� 84.1 TYP.TT_ryrl L.Ai "N"-I SPACES 0 3" - - -- - -- 112 4 -g-�B --HARDENED WASHERS, TYP. 14 S4.1 BUTTON-HEAD TWIST-OFF' !I I LA PLATE 1/2 SPLINE TYPE, H.S. TENSION- (0), 4.1 TO COL. FLANGES 1/4 V_X CONTROL BOLTS, SEE SCHED. Z -4 A-51 ff:h , 11 TOP & BOTTOM lf�l Jl�it. FOR SIZE & GRAB L ij L 3 L 1r - _ - - - - - - - _3 IF -f 0 Q L.Li 86 T z 00 co)/ 0 Co) '000000 J1 0 LLJ In u L-- - ------ -- • N" ROWS OF BOLTS; CER IC V) • 1. 0 ck� SEE SCHED. BACK t__ I ie BARK SHIM THICKNESS AS _D 114V STIFF• . t— 1 VIEW A (OR) 'REO'D FOR FIT UP, BOLT SCHEDULE (D LENGTH "N" x 3" 41. N"-f SPACES 0 3 1 %\ WIDTH GAGE + 3" S401 SCHEDOLED FLANGE PLATES- 4X13 0 C K -325SC PL. GOUGE UGE BEAM NO. OF A REY wt (D Z PLATE 1/2 W12, BEAM PER N ___W14 N BEAM WHERE N PLAN BEAM PER 14 OCCURS PLAN i SIDES COLUMN PER t:-J (BEAM) ✓ Will PLAN f 12f _ COLUMN PER 3114" NOM. W21 5--X"O OR bf- k PLAN 000000 < z 49B 4Iiis, 1 11 0- ---- ———— —- W24 6-36*0 It 34' W27 7-1"o It 36" NOTE: ONLY BGTTOM FULL PENETRATION WELDS REQL�!RE GRINDING VIEW 8 ,'30 7-1o -16 7� N � mom `6"�, NON MOMENT CONNECTION ON-MOMENT CONNECTION 8 TYPICAL MOMENT CONNECTION N 0 r9 ENT CONNECTION SECTION W33 9-1 0 It W 1 112"=1 0" 112"=J'- O" S4.1 1/277-0" S4.1 1 1/2"=1'-0" u� F 3 1/2- TYP. U.N.O. L.Ll 14 W 1414 S4.1 3YP. U.N.O. F 4"1T2/ AT W24 & LARGER < 1 -1 1/2" 0 0 D t w 0 • _14_ 3/4 • S4.1 Z 0 , L3x3x3/8 — :D 0 3L4 =3/8 6* MAX, • TYP. I— >3F16 X. 3 16 TYP. NOTES: BOLTS PER 2' NOTES: SCHEDULE 1. AT ALL GIRDERS WHERE BEAMS FRAME INTO 1. WHEN "X" IS GREATER THAN 6" AND AT ALL ONE SIDE OF GIRDERS ONLY. E MOMENT FRAMES, USE FULL DEPTH SHEAR ; I \ PL 7/8" U V.O. 2. AT INTERIOR GIRDERS WHERE BEAMS FRAMING TAB AT DEEPER BEAM. .1 1 A- 1 1/2" INTO OPPOSITE SIDE OF GIRDER HAVE A V-0- L3x3x3/8 OFFSET OR MORE. SHEAR CONN. AT INTERIOR GIRDER rn_`�SHEAR CONN. AT INTERIOR GIRDER ONE SIDED SHEAR CONNECTION _13� DECK BEARING ANGLES AT COL. rl_4' TYPICAL BOLTED CONNECTION DATE: G/3/94 DRAiAN By SEIM CHECKED 13'*: LJK 7-4-7 FIELD MEASURE R;:�'�S4 ON IF SKEWED F ED1110IN CLOSNG Z),TE: COL PFO PLAN TS PER PLAN L2 1/2x2 1/2x3/16 (�Jl 1 112 1 1/2" 1 1/2 112x BEAM WIDTH 6D 112x BEAM WIDTH 3/1EF 3/167 C) I _ i CLR. 8/3 94 BEAM PER 0 4-3/4"0 A325 BOLTS BEAM PER w/ 4-3/4"o A325 BOLTS 18 19 PLAN PLAN S4.1 S4.1 3 1 1/2" — 3/16 V ru 03�16 � J 1_3x3x� 1 3/8" /16xO'-g" wl TYP TYP /3/16 1� 2 2 3/4 0 HEADED STUDS 2-_ 2 3/4"0 HEADED STUDS 3/8x4xO'-4" wl Aw 4w W. 1-3/4"0 A325-Sr BOLT 17 3/8 STIFFENER EACH 3/8 STIFFENER EACH 1 1/2" S4.1 SIDE, EXTEND TO EDGE SIDE, EXTEND TO EDGE SEE FOR NOTES OF FLANGE OF FLANGE NOT SHOWN S4 , 1 TR __� v �_""15 TRANSFER BEAM COLUMN CONN. TRANSFER BEAM COLUMN CONN. 4 67'� BRACE= TO BEAM CONNECTION so BRACE PERP ,)BRACE PARALLELL TO DECK TO DECK/SKW'D 1 112"=1'-:0" 0 S4.1 1 1,12 .0. 0 41 41) REDVJFY�V 01 am OEOLOOIA PKV��W'53 241) ap 9"vy i 9LW 24M 9,,1,9172( 294048.04 V 'X 34 1 3 1994 !41 FILMED CERA IC 6F ACK BAR 3 nsf S4.1 9A Nl 'NS*4lr lie 44 (OR) N N &8 c� 4-1 Cj CURTAINWALI_ AND .. NhW Al - ► 4' n t#.AI1t D a7•IF'" Q �^ CoNN. ► 4*' LONO {Nc.r ��II44 x W--0" AT 24" 4'-0" ATTACHMENTS PER IM tkACE) - AT GIRDERS ARCH'L. I rJ �'---�•-----� PROVIDI REINFORCING ORCING 1. 17 MAX. " S•S.J� lith t Cl< (CENTER REINF. X14 Af 74" O.C. \ ,. rr1AX -GATE FILL OVER GIRDER) IN SLAB PER ---_� 1?" ,MAX. . .... I I f , (L 150 P.CAI�. re-3,000 PSI ( 4 _ M4 CUNT. / �J i1+PlCAL � 1" CI.R.- 54.2 �r 3�v3-12 fYP., U.N.O. \ 1" CLR. - 1 O ENO RETURN dx « ` �' -- _� _ • --}L4xix14GA. x 0' 4,4" /� ' y � z • r N ~ ,� \.-14 GA. -T-v 3/16" BE f �' ,/ ?" • (Y Ll. CLOSURE -- CLOSURE c] • 1J, ^r -- CON IR ACTOR TO SHORE. i/ � •�_ ,� '. W r,, ���.. WHEN_L -"17 r 1" END , / • - . -- - " RETURNS HEADED 9 UDS /8 V� '%l AT �4" O.C. N `�"> � � ld• Z • « i � A 20 GA. - 3" TYPE W- METAL PECK TYPE. I \�. IF rA [ F'ORMLOI:,c GALVANIZED AND DIRECTION OF }---L BRACE OR PERPENDICULAR �- / W1 METAL DECK 2-SPANS SPAN PER PLAN TYP. �( BEAM PER PLANS. MIN. w/ 7-1/2"0 EFFECTIVE PLAN GIRDER PER • PER PER j " h PUDDLE WELDS PER I I 17 Z . 0 SHEET PER SUPPORT �,_ _�_ , r. _ I S4 1 PER PLAN W � d!! C PROVIDE BRACE AT 10' 0" O.C, (� • p 3 MAX. Jj V a �411PICAL COM!�1q ITE BEAM 2 ADDITIONAL REINF. AT GIRDER 3 INTERIOR EDGE CONDITION EXTERIOR EDGE AT CURTAINWALL 5 ROOF FRAMING ©ETAI�. . __. 1 S4.2 1 1/2"=1'-0" 54.2 ! 1/1" ��" 1 1i - 1 S4.2 - - - - r -- - W 3" CLP,- 4 TIES AT I W TYP 6" O.C. U.N.O. N Z t _-15 -1 323x}( CONT 10 �-(5) M8 TOP ------!_ 3 X .3 X ;!t ( }-- W � AND BOTTOM W 1 ♦// 2• cv iry -- - U I- -- -TOOLED EDGE 1/8' Q � C"J T&9 i I _ 00 Z„L FADtUS MAX Z Q Y e 2" `v I -U7-7 T \\ N4 AT 18" O.0 E.W. ICL / I TYP. S.O.G. REINF. O 5" SJ.A L 3x3zJ( O 3'-0"oc 7A j I -- 2" "ZIP STRIP" v) °r J --3"o STD. PIPE WITH CLOSURE S4.2 I I A PLATE -CUT EVERY OTHER BAR -- _ 56" LAP / AT "ZIP STRIP" LL TIES AT 4" O.C _ -- \ AT LAP = 1 j _ 0 x U 3�s N �� st�ooTH QawELAT Lo+rct8. G , Q �, �..� «r�r aaY.�wwrw f 1'-6' TYP. I �" '"" O 5" SLAB (L. -� F'£R ?LAN-• .,\ f � � - -- ':OP OF BEAM -- - 4 AT 18" O.C. E.W 1 SFE FOUNDATION PLAN -(2) #8 x 10'-G" '--STAGGER SPLICES TYP. .c,.O.G. REINF. O 5" CONC FOR FOOTING SIZE AND ALTERNATE: SLAB ONLY REINF. SAW CUT SLAB TO 1/3 SLAB DEPTH NOTE: EXTEND GRADE BEAM TIES THRU J FOOTING ._� s ROOD FRAMING DETAIL GRADE BEAM e ROOF SCREEN CONNECTION69_N�Control Joint - ,� Construction Joint � S42 1 , ,`.r`,, o' S4.2 1/4" -0" 54.2 3"=1'-0" � 1 1'-8 112"' -- I I F•- -SECOND FLOOR LEVEL (� -BATT INSULATION 12 A6.5 SIM. 12 , . 1'-8 1/2" /; A6.5 TYP T/WALL 1• SECOND FLOOR -L 210.0 BLDG 240 LO LEVE _ 185.5 BLDG BATT INSUI.A FION r;a _ -- !'- ui SEE STRUCTURAL --CONT. SEALANT 4 �� FOR SLAB t '� •' I _ � 54.2 "Es \.__.._•� 2^ A6.6 - - \ _� _�_`_�:_ `�� I'-3 1/2., ., .�• SEE 4/S4.2 FOR CONN r�r rr..,,�'... J", _ �---- 12 BATT INSULATION _ I A6.5 �- TO ST:1D3 AND SLAG ��- TYP17111"_ - L-_I I i=III`- - I \ -16 GA TRACK BLOCKING DATE: I ��--I I��I.rI�I I I-� . ' STEEL COLUMN BEYOND--� ' ti.4 op v 4 --7__I` , r ° ° • ' SEAM - SEE STRUCTURAL DRAB % 8•. ® 16" O.C. ' ' � CONC. SLAB O ENTRY i a AB.ts NOTCH 24" WIDE POCKET S9� , N �5 ® 12" 1) C ;, ; --GRAVEL BACKFILL IN WAIL FOR COLUMN CHECKED d t ----PROTECTION BOAPD �- i v'• --- - - �� ♦ BEYOND. ---6" x 16 GA STUDS AT [A. WAY �----WATERPROOF ' I L.lK _ 1 �- - --L= !_---I- 1--:- MEMBRANE ' UILDINC, PAPER 1'-4" UL W/ 16 GA TRACK o ---� I--�-- __ -___ 5 0.C. O 1 I - -PEA GRAVEL TOP AND BOTTOM REVlSZON , VERT 0 0" 8•, LOWER FIRST TWO FLOOR - i- -_ ._ I ___ _ _._ I 1 i p EDITION .� .- #5 HORI' ® 12" " -THROUGH WALL FLASHING I ;6 BEAMS 2" AND THICKEN UP 1 -: I--T -1 I_ I- I !=-I11== x C1 xlwG I SLAB IN HIS AREA I I , G.C. O v I A'1` BETWEEN GRIDS 5 do 5 ty3 DOWEL X 24" � ' - �'•: •� I � � //4 ® 12" O.C. � I _.___. / � � � � , j � WEEF HOLES O 2'-C" O.C. � /--BRICK VENEER PROTECTION BOARD O 16" O.C. _. 1'^ k.' r,':Z s n, a <,' io X 12" - I tt31 1 X 1 4 t !n �` / t/7 RJ , i!` ---GRAVEL BACKFI!_L 3E + .• I VVV ? P �6 WATERPROOF MEMBRANE 4 012- O.C. 2'-6" EA. WAY i _5 r ----- PROTECTION BOARD -} 7 FIRST FLOOR / - I ® �'y 3 - - GRAVEL BACKFILL " ' WATERPROOF DRAIN TILE \ SOLID GROUT, BOTTOM THREE I k Y `� MEMBRANE _- COURSES- I -3%- x 16 GA STUDS A- 00 -- WATER STOP `{ IfI 'I I 1'-4" OC 06 O 12" 0 C =AL� = j �� (7) #5'S fU -DRAIN TILE I I ll_ .L I I I �--- I I-- r ft1 'PLUS rr6 O 12" O.C.r z I x --DRAIN Tit 1 -(h) �J4'S 1-1"IrT I I-I i 1 I - OUTLINE OF GRADE REAM, ° r5 ® 12" O.C. O 12" O.C. o I 06 O 12' O.C. ,::;I SEE 7/S4.2 FOR Y' OUTLINE OF GRADE BEAM, y +Y OUTLINE OF GRADE BEAM, .�-� 't EA. WAY r f e (14) #6 CONT yr r SEE 7,/S4.2 FOR - ' ... ., SEE 7/S4.2 FOR / ? REINFORCEMENT- �? ; t g #5 O i:" O.C. �` 1 t� REINFORCEMENT- ; REIN ORCEMENT it 12" O i fie, i #5 C. EA. AAY HORIZ.. e. p , ') I_�'-'� • •• , m J �_ 1��° k LI c. 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