The URL can be used to link to this page

6650 Redwood Lane REDWOOD LN . , 6650 1 OF 5 PACIFIC CORPORATE CENTER BUP 94-0171 ( BLDG. 240 ) ./711111 /fair, 871 HOV'VE ENGINEERING CCXV3lJL.TrI(3 ENGiNEER9 1--,�'�)WE ENGINEERING mama"_ ___ Joe mo"4>:-I4 c _�_ ' 4- 93,33 t3�1 AVENUE !V E.. SUITE 8-!. AEOivtONo. WA 9810132 • (2C6) 1361-+91132 CONSULTING 383isaA IENQIfV a WI - 1001 NAME 1 '_ ,l'S••" 3s t�2NU Avelvual N.t• tit PMeC)MONO, WA aiK352 ' 8r :11117,W) _OP TR AD AND RIS R NALISIS _ A--.1:-.4e al- �*=1)--4� C•MC vz.., o. METER I AL DESCR I P't ori Assume: treads span between risers and risers span between stringers. All material is steel purchased in raw stuck sizes. S:RUC'I'U RA:. CAL�"JY.AT IONS A. Tread: 14 ga 1 = 11' (max) w= 135 ease (0.94ii/in2) �" I ��''C'.r'1' �ld'v� ROI 161 sock ' �� 4 2�0 • C6 x 8.2 Channel ASTM A-36 1.94x11^� + 42 0 , I-- '�' FOR 1 CS x 11.5 Channel ASTM A-36l:po, • PACIFIC STAIR MC12 x 10.6 Channel ASTM A-36 M = 8 = 14.2A - in 1.2w, 3' x 3' x 3/16• Angle ASTM A-36 ) X pT47^2 PACTRUS. CENTER i/ x 2 l/2' x 3/16' Angle ASTM A-36 S = H =0.00093 in3 fb 1529 ksi t%CK" HDR`• G �>`i I y� i 2' T 11/2' x 1. 1/26 x 1/8' Angle ASTM A-36 TIGARD, OREGON Fb+= 18.00ksi OK SP..u -, IV Sheet Stock v'r I'jr�(2.3) a oo 'V 3/16' x 10' ; 12' , 14• ASTM A-36 or equal. 9. Riser 14ga L= 5' -O'(max) w:s135pit ��T = 1,yF� 4,,FJ) r, " 4c,p" Min. 36K S�t eld Max . 26C C 1/4' x 12' , 14' ASTM A-36 or equal ��`? Imo. Min . 36K yield Max . 26C 124x s + I l e,r . �'� -• 17",. cr� i cf.,.:-'- • 10 Ga. (varied sizes) ASTM A-569 or equal Mz 8 = 3884 - 1t �• I¢ Min. 30K yield Max . 26C 12 G'. (varied sizes) ASTM A-569 or equal ,075 Y. B.5^� CHeC%r.- `/M-1-r• I ,y1,1L1c� 1iz✓:2= ` '2.. ?,,,. 1/4.T."--:. Min. 30K yield Max. 26C C : a =0.52bin3 fb =8.81 ksi ��pPRQF 14 Ga. (varied sizes) ASTM A-369 or equal _ „ 4Q ; .�,cc��ttNN��rrc� Min . 30K yield Max. 26C Fb = 18.00 ksi OK c '40(5) �-- 0 + 13��,F31 ; �`' ri '"P • 14 Ga. Checker (varied sizes) ASTM A-569 or equal Note: Iathral support fir the riser Is provided by the tread. n 14, 1 5 Mtn . 30K yield Max . 26C /1 s 104 _ r.,-,C7> /de • 1/8' Checker (varied sizes) ASTM A-;;G9 or equal 1. Che;,kwF1!ds. risertost ngor, 1/8' fillet 1=20' WC; Min. 30K yield Max'. 26C 124x5 fA.11.c3•-F.f s 1.,r>1 ( 11UC.0) z 4<o,a00I" O.i}- - Q✓G�rxt, �� V = 2 =310 t� fv = y.76 ksi , t!)R. :�8' Round ASTP A-36 Fv a 14.40 ksi OK GWS• �pr,e. 1 1!o�1 'L(di; cal '4 � -, ' - 3/4' Round ASTM A-36 fv is less than .5Fv; no special inspection required �' *4 Concrete reinf . IntrTmediate grade 40 AST11-A615 • EDATE •5 Concr+ite reinf . Intermediate grade 40 ASTr1-A615 XP2. Check riser for critical moment between welds: • *6Concrete reinf . Intermediate grade 40 ASTM-•A615 DEC 3 11994 Tu o i r.^ and P i e Mcr=2 x 1f;cb^3 x d (ExG(1 - .63 x bls1.l.4.5. Handrail Ht-YSO, SOKSI yield 6L 3• Sq. 15 Ga . Tube ASTM A-500-8, 46KS1 yield 1. 1/2' Sq . 11. Ga. 6 ASTM A-500-B, 461(SI yield E (mod. elasticity) = 29000ksi 1. 1.4 5/B�aRounde- 14 Ga. ASTM A-300-8, �2KSI yield (mod. rigidity) = 11800ksi Tube b (thickness) _ .0747 in. d (depth) = 6.75 In. RECEIVED SEP 2 '' • Wel d l n q Ma t er it l s L (unscayed length) 12 in. Wire E70-S AWS A5 18 Mcr = 4523 lb - in = 3761 b-ft=388 lb•ft 'o 1 'seed Note: All welding processes to be accomplished (OLDS 34-11 40F 34 REDWOODLN..e660 in accordance with A.W.S. requirements n`�;., R - 9-8-94 SUP 04.417! (BLDG 240)1 OF 34 REp�i1fOOD LW.,eeao $OUP s i 1•;: (131 D0 f,L lllnlA PKWY., 1/9 SEQUOIA OUP 94-0171 (8100 240) 3 OF 30' 8111'X1172 i8e- �1) PKWY. 15360 �sgU•:r� c'K1N y41) _ SUP A4-Oi72 SEQUOIA P'KWY,, 16560 3 '"y .172 _ - (BLDG. 241) SUP 044172 (PLUG. 241) • • • - _ / HOWE ENGINEERING CONSULTING ENGINEERS 253" 152ND AVENUE N.E..SIJTE F3-1. REDMOND, WA 98052 • (2nr8) B81-81e2 Type • Hil FORM comosis • PACIFIC, STAIR tr: p floor deck HANDRAIL AND POST ANALYSIS FOR PACIFIC STAIR • Rol{-rortrt anboesn,a„c, form economical union ,f --n-i•-77'.•:-• •••77.1" Top Rail: 1 1/4' 4 stanaa.d pipe, ASTM A-53, Fy=35 ERAL Q iN • c Embossed webs and V steel end ;F`'4f .1,i)...:•.;'Ktti;M, • i..4, 1,,, Posts:Cl Same As Top Rad �T RJ�C G 9roored flanges .•r , pa, ; forting bars minimlte need for rein- .`.�:rr' :4: :--.•4. " t . . Load: 50 4/ft uniform, horizontal • Positive an6 w • ,t=,:; ?t,. :` :i `' `e "f`�7:_ •\ • .. action l+°ef'i Rice1 n�ech+rucal bonds crea corn y El MIc FORCE, Fp=Z I Cp W Z= .30 (ZONE 3) • Oeek atisilat)le Meth s~ po'ite itix;�+r+ p'. H .�:� ,jr< A. Check top rail: Cp .75 swaged ends for smooth end laps to eliminate K� concrete meow 'ct •., (. • \r `'\\„5 �. i i, C• I .225W • Lengths to 4s . \ , E. a" t•,‘,i, 50 x L Fp = • '� ari<ne porn li '`•l' `. `11, . .l r4.4 . a = S S =.235 413 I = 1.0 �ananized, ud/phosohatiied finishes available ,_I r . •s,(; - �' i�' W=WEIGHT LMAX = 8' - 0' • Stolon Prc�erw+(ver foot of width) • FOR THE PURPOSE OF SEISMIC ANAs.`"SIS iT IS ASSUMED THAT THE STAiR ., iCowed 7.--- _ B. Check post P=2.75 x 50 = 138# H =2' - 10' SYSTEM IS MADE UP OF 3 UNITS: (2) RISER Ui'ITS AND (1) LANDING UNIT. A°°"'°"""°"°" EACH RISER UNIT ACTS AS A BEAM TO TRANSFER SEISMIC FORCES FROM GeNte or"•'a"� - '"''^' THE LANDING TO THE BUILDING FLOOR SYSTEM. (LtwAn.h1OA On/ft ""a1°' 3.1/r_ e.n� I...r.,,,1 �-:>� M =138x2.84 = 3924 -ft S = .235 in3 27 t t .'a' - -� v 1� LANDING WIDTH =44. -0 2.3 2sa i o 1e m„ '____ t• �i.in- • fb =20.1 ksi Fb=21.0 ksi , O.K. LANDING LENGTH =8' -0" 2.9 .J'f .aatl tqp 33A0 I 14 3.5 .440 444 2041 5340 4. 'End Suring 15" Inte,rr,.eNu F3t,,,itq 15•• - pH„...i0 C. Check weld: M a 3924 ft 1 =4' .. STAIR SPAN - 10'-0" ! UNIT WIDTH = 4'-0" 11) For evd re-1.5 a or for concantrAscl loads os, outer ends of !'tet ,r �92 X � �-1.s"�+�'9L T a 4. = 1176# A(weld) =2.0x.1875 x.707 (21 For reactions of intenw supports or for concentrared loads 13/4-4 k- r!ir located an/where on the seen- 1.5"bearing. 1 a .2RE. int Fp(LANDING) =.225(4)8(30)a 216# fv=44,.4 ksi Fv: 14,4 ksi O.K. (108*TO EACH STAIR UNIT) FV .5Fv; Po special inspection required Fp (STAIR) st .225(4)10(30)=270# NOTE Posts are located at risers M=270(5) -108(12)=26460-FT TABLE 17-At LONARU SUPERIM PO�PO LOAD (lbl./sq.ft.) FOR ASC TYPE B HI FORM with Concrete FlU COUPLE ARM=4'-0' T=, 848 '' 662# TOa ----- M capacity with 31'16' welds Span-do of Swoons 4 Vflab Thir. 2 1 Unit Nh, jQ� � -T-la e'e" ro'• r6" j a'o^ 1 8'6" vo- 19.6 tvo- 1u�rta. 1,•6•• 1711• 2790 (2) 3v MAX= (882 189)1/2 1388110 i212 a 1395 .- 1> 392 O.K. 22 243 233 200 1 N 170 t 40� 127 t u 106 97 p0 ga 77 4- 110fCf 20 344 300 273 245 223 204 157 150 143 132 in 11a 105 IS 344 305 773 248 223 204 187 111 159 147 122 113 106 15 344 305 273 240 223 204 187 171 ISO 14, 137 126 105 22 320 2M t 254 220 188 170 154 141 129 118 s 101 ' 93 tJ?�'r `l 4x- 20 418 370 331 295 271 246 207 190 174 160 148 137 121 i • s/` i �'0 rCs 111 418 370 331 2M 271 2248 225 �s 42I,,J 4-M -� 207 192 160 1137 125 $ _ 370 331 2011 211 246 725 r� i (-' 11 •111207 192 177 1116 137 126 22 , 247 237 212 187 tat 137 124 112 103 w Se 79 73 M "� 'ZI O 2'• 7 Lh , 8660 1 .. 14' '-A 111 310 277 250 228 iRS 188 153 140 129 119 110 102 - 71 (BLDG 240) '4s r 1 sa 310 277 250 228 206 tea I ,,4 t 4 0 120. 117 toe 100 a �' T OF 4 , „. `..`, a ,3:4.1_4....3.2.....2.1L. 2lio I 126 1 los 188 4 , 150 145 117 ' ,oe too , a A •, 16soo ATM 4' 15 e j I �_ _.) �.p171(e 'Z4i1 ane M. 4'1 21:111%./14.f �rprred if mdw. for opals M the shsoa4 area hese values are based 3 r'e• 3000 ow. PIt 1 «r Q I ,l - ft eenwn+cioit load li n J r sT �^� :tom iJ S'GAG ►� - . to 1r i■S - 1 S/10 wreaSrd mei,mow,•.,..w....�«-___. ` -a m SEF 1 3 1994 ciiiiiiiiiiiiiiiiiiiifiMICROFILMED _ ��t 41111111.111.1.10.1 r .-- �....�L1 1/Z tir o. _ _ - S. - I< f 1 I -- T S 3 R 3 • 1/4* 1 s•-2 3/4' i' s, 8" MG12 # 106 �' w 2t,`0 --•- W 12x14 cm' ) L * 21'50 4 3' a• 10 72_ 1_4'. :3_:. 4 5 p' 1 7 F fti 1 -0' . - 1 - me..12 / 10 , W F O.W r- 6 8. \ '•,, <1ro , T, -- - - 4 CI 1/` - -� a 7/8" —\/‘ - - _ 20 -8" � ;.5 -g 5�8. ,,,\ 2 .3% ' 4 -5 5/8* (11)T AT 11'•10'--1• 4• _5 5/8' 6 3/a. SECTION A-A �_�.� -- �o .-C j I I IIiI1 _ I1 - _. ....--- i — - . -,- , i 4Th ( 11 /----44\ . - 7.; ,,--- .,.,, 1- ?B i +�+►o- a+vtrry E 3 f 3 I _57\ 1‘____G-L3) .. ' ) P 1:2 A 7 _II: 3- 4a:,G � r tw,-.iK - - 4_____ _, o(FI<<-' c�pl 7 . o o -...-___.--.<6.;) / 4,9 - 9 S T Alf' 1__s _ FLO YR \' 9 11' - 1-24 _ _ `RQU�rf QP.ENIN� ) _ -� (11)T A7 11•Qic - 1• .--_� P9y'00I � . . qwo j7'�- Mot �V, ,J, I ++ ..., ,�, .1TALR_- . A l_.__THIRD FLOUR K. •__.-1 ;— c/ 3 Er -- 1 LEVEL - - E.3 i .p/ 20 `n 4 7/F�' ---` _ �-� 4 `5 S/�i' (11)T 4T I1'=10' ..1• 4.-•4 5/0 3/8 •. '- __ - ...-..r.tit_ 1 1� ►- '91"s _ / FJW FO.W4iG �' - - E i 7) ' 4 -5 5/e• 1 00 ) L....._--..„,.......... r: t---..1..- q"-- .46. - 'I r--- I j � MID-LANDIN G:• �� // N OF . ►---- -�•-�- —-• •N (:_ r. 04 ic, r- V--- _ �`_^� ----- ''..»../.‘ -- 10-1• %9 BELOW �. --f P. 11 TRO. • 11 !/ `� DN. 1- 1 -�g __ llI )' CTT PIC AL) `, /� �•\ \ 1 L— - — J.),-.201P ' r 4 �-- LEVEL 1 li. .,' •N 6- .....- # €.> r 'Z4 IR # L Rl c fl.7 _ i N'D_ ASC 'Np _ "...ell.. A STAIR 1 STAIR 3 STAR 2 aT AIR #1 ' ktsj_LLQ O T R_ 2__Q pj'-._�y� . _ C R(.2.iorr r)PININ�)_ STAiR # 1 . SEco_lv_o_PkOOR � _. I-EET'_HAND.. A SUIVO_ 20 -e. �.a. a "S 5/8* (11)T AT 11'=]O -1 . .. b 3,18'--- TAIRNQ5E -_ _ , /.. i I;a POW r.0 w �� 'g fo ng r.��,-;'t1C. gin. FINISH FLOOP ------_ --- -1-• .. Q •____-..---------� Submittal N . ,07..-T ------- 2_ a OMB NM r — — �� r_. ._ [_—_---- T u.w a C.rrsaio^si�t�! uP II II „ .., . 4- IP i • + Tei : �t+�� ^�.+1:.. i : .r,. ,, .d PLEA 5F F IF ----t �--� N 1,^,ol►trcc,tpc I /diNrM01 u4+� �� tiC)T �T'tt$f ODRAWNGS RLTL�GT _ __EDGE of�Q ,___. . ;t S,'. .. ��'� Rrk. STAR c C an n —t1- Vmlw� /'1 ,1W1'r.ir0 f,r. . ItT SrST[M TME DC N'T G� 4--.N>.------- \/ i__ 4r. -- ----e5 AIF�.Y FORTRAI 'ME oCI1TtCIL*AL__ . _ _� ppE S ANG >PEUf'IGAtI�►va: 1 t y • Nc,i$4 I' CRAU. t N(#4 (MG DA • s `Ir on um I�.II ,9\ ¢� 4 tee ANC MA DRUG COPES ARE W k;R- 1 vimmumintierrussfilrP AT G INTQ Y�,• M 9rom +____ 5 --- - -- Ct1}1 a1 _11'- 10_-1' ._ 4 =� 5 '8*4.,,.... "irr w TIGARV OR ` ---- REDWOOD LAI., MO •,�,�'�--- F.U.W r 0,w �.ft BAUGhe 1, ais �O°I z t - ___._.___.__ . . __.. _.. _ ._ 20'-°----_- --____.___ __ _- . oaf 5 T a1R S 1 2 FaEOUPI1A PKWY., ,5390OUP L 94402 011.00.241) .51A ._ # 1_,F1RST FLOORMAIM • , 1 1 • WWI OR.• 0./Wali 16 5 i 1 _ • �:1 l 2 _..., P SEF 1 3 1994 , 1 41 1 iim D i,..,,,. , . , .,. , ,,• v : . ,," • 141111IIf 1 'i IN :,�'f';rf, il 111111II1 • • I t, tU4IiiII I iloptfl , 24 X . . ;. r 4 I I'rte IM MIMIInnini 'nihm milimIttidrn Iaihin►Ililnn nih t.111 1 it - ' • . .;b . r '‘."4" d rj mennommommemimmo 1.1 / -111Ar/ ____ _ .... .... ...............\ eI �iH. T"� E"'1A s«c D y........ 0es —*16 El 3 , 3 . 1/4' I )1 I } . I I IZ 1 4..---...___ __. , or - ...j) '►—'...'_.....'... -/> FP4, FLOOP 11c12 x 10.6 'i .4 ] 3 ( 4 '� itI___LL3 - ) - PV12 • 1,1 ;1 , ' - 7 ' 1 TYP iS' — • ki ...• i / C '� ,,, - _ �_._.,.__,, . 1 __._._.� _..•..___..._.. I - . I i r • 4,..,› 0_ 1! ,It''' . , ,, , c.ACTION A -4 I., / ,e / 1 _._, • ..�,>.. 1. rc► -? _ • . Ra) ak CENrER . / 1 ;" et 4) ii— 9 — 9 4 -4.-- r 1--______427C:7--(i;Llii 'Q v 1 F. 0 W A 4 ( 5 > ......________„_____L___/„.14 Ns 1 4 �, �E1Nii• , M A P3 _�.. �.._...__ I S?©F . �( l 11_51e604.1,44 t � � ouf slat , F kit 6 • .:1::.....te - Ni5 .11 i 5 . , 13: N . i ;.. - 8 t 5 °.. 3 ,17.12:-...„ t..,1 11 t • . /or,74 - , 4 r 4' - 4 'f f 1. /IN ��, A _ r ; r4 2 i s �i! 4 �4 '- 8 S RR. ` r/ LI I % Wig.e nilot "r .17. LX ....)14 '. 414ir. , 1 .3—/A l „ p i Ntal 2 ` ! T i J. 1 1 K 3i 5 -- 2 A lIt '0,01t40,9 Fr �# iv r. ^ S e-N U �'f ,..� CE W NON 1 tr. (. E F C -� N Q. / n ► [JD a( ', -. 12 5 1 _ -`-`� `_ _ . D_H I n . dr. �. �-� '• (�1.. I , .8 :;30 <t0.18.1.1•••••••......-.... am* ••••••••••••••••••••••••• •••••••••••••••••T Vo .....r...bi 0 ...so . a 0 t) 4110 DIC 31N1 , NCS � ? ;to r�op � 7No f � R � I_-LA . PSA Te< U ST PAC# F/G CoRP Cc tyre- M, ',G,N ePrN,pro S1' PLAN Ticl,IRr t cK , --4 '•c ALE AIPAOVtD N MAW*A o6 IIEDYYOOO LN.,MOO .— No K RIP 04-0171 (KW 240) TA1 � 3 A h(1Ny., 1 T , tn241) '' �` M+•+M Avyatel ,..,...,,rte. 1111111111110.01101MI....011,.11•1111111•r,11NE INIMINIMIIIMINIMMIllnw-..ewommiliMaillisIaINIIM-.1•1110..2111111... �..��-.�.�� VY'++r. 41111"11011" _ IN II IN moms so IND ISM SMIWAVN• ‘1111MISIONOWOMPlalfalMIMMININNIMORsinmismasffismarimistimmiximmarimirasmila" _.�.._.........-..w_..IYI�E.►-:+Al1+MlrDa nw. ^w.�rweCDywy .r ..�.,..., ..e..� r: _ �: :,,�•:..• .., w.. ,,..« .. • . in.+ ,...,.rw::ws•+w..1w.'.+..,n..�.r~f4+. SEE' 1 3 1994 �' � � D I '" ' 4. 1 . I . 1q 11 (um '. ' t 111111�1�i1 , -,;, $ 1011111 , Ill/1111l I 1 ' , "" 'II Ilia It,thin i1uiun cnimtiniiMi;iii 1111 Mimi Hain! mihm unlnrnnnlrimminn nlhth mIlm ' -t(rn nt 1. Ira` I'n►hrn tit 11,1r rnstim t , wiellik ----"-- -4.4•44.4.4.4. 44.1.4••••• 4M114•4.11.40.4.•4... _� `. i.l�-Mw C-- 1. 40.41/4 VAKIL: t sov.c► 4� STEEL Waft.' --- -- --� 4Ttf1 -,mirk:4Rs.. - ♦ _ . - _ - 1�1G lawlo i"i ! P u h t� 1, I - `.� w �wu w M_._�_.-.. - -v-. �.. . .wt r - --__ - u ,• rot ac-..� q, ►�«; s \---CNIU ar cols �►a _-f ---- --- - -♦ , — - T.--[ i --�- -_ �n �_ - - j ____ —_,._.�..._� — I A :.� � - L.3(.3d 1-'4 LEADER r a tcvn� 2.1 1� �� 1°1 I f1 */5/6"0163 �' 'NEW . •!» 3' i ._' -- 11 �11RNt 14ge�R PAN! �,/ - r~Qk' .i t � .a ,:111r - _ „comes ._ — -�� (l1 AMMON • IP ( !r MANILA SPACING ► �* DE SIGN WAIL() L_� �. • e��.1.4.a.t.. _ iiii. M �� -, • �.�.,,. au ,c.r �II.Qt__Sc-Cr ai ....."-:-.1 � w i �� oto •\Loe"...1 • EXTENDED TOP --L...a.t-..eea0 c.ow�c _.-_._- t.,.e.i�Mkt DoW- I . il# r , ARID %-• —L.y�•1-� k.xsR ��M� > caw a ��+K w.011b, a!+► _� - Ceill.e r't-_ V��a�.ti eercn.c •N,Lae ? _ M15' \ II 1 i 4' h tsrrr,. cn,wK, SS"USM LI_-III '� QJTAI�,� cQNSc.RE._ S___ Q) t(2)5, 6'013-1 i• WE D,...t ANCtiOR1.: - -1/:::::; 1s 3x3 `1 a r5 3•x3:Iti/A" Pu%Tb 1 rye•0c• ♦ -- . , (�,.. I_ i . :T.: +_ -- I n+w �.I�w . � -� _-_ �•- w_- u_.- ' .atNl{i wpM- - --T 3 t...17. - l 3/16 MON /0 STAIR STRINGER TO 1 E8 - int, alit S k� vARtS _•� sr�mM --._- --_._. __Ile ." - . ' QUI A l O �.ne _ / ► CONC FLOOR DETAIL EXTENDED BOTTOM ®,......,. R 1 4 x 3 Aoc, 1 910P WELDS ARE 1 fell AL S(l .l•i+° - 1111; PAN F [LLEDTFtFADS ��, SEE 41,..4:,0 pE"1AIL�� *MERE APPLICABLE SEGTiQN_ -A- 7 V5/8"0x _ WEDGE _F5 ic- P.`s$�P q-- •NcnOR PER POST DETAILS FOR EXTENDED LANDING t, STAIR PLATFORM DETAILS TOP & BOTTOM CONN. DETAILS STAIN PLATFORM DETAILS �`�`� " SECTIONS• STAiI PLATFORM DETAILS SECTIONS' Pacific Stair Co /WE i PLAN VIEW filii) woo . Oe :.. PMS Pacific Slair Co /WBE Pacific Stair Co /MHE Pacific Stair Co /1IBE c, Pathic Stair Co /VIA k„er IN. Nita asoo MNII M. „Cc() WOO Muhl sl. M.[ MOO !NM !1. -. Seism Gruen �7�a,{ BODY. o,Ipip! 1173113 • a•1•� • ar� ./�3 _ _ _ F-1. 3 .- - .__ _ _ .- _ - • - _^.p5to �!_ -- - _ -_P 5' _ L- - __ _ _-. _ _ -___ - - - - P�tS - ___- ___ - — __- �- — -- __fall., _ --- -- -- i ONGRETf CONTRAC. iOR TQ ► Il , -• • - --___._.__. _.___-_-_-----_-1 ,_ uNGkETE GCNv'fRACT TO FILL_ VOID -ALN PUURiNG PAN: VOID WHEN POURING PANSjillill-f7r277r: 3 1/2- 4 _ ( ♦ -+ - E CNL�� 1-1/4' m ( I x a f1l GGKfNGlbI I /!, _ VA te. __i_______*. 1t�f, f ILL ` '4',(FE:) D STEEL STRINGER EA ENO�.,/ rip_ L3x2rl� MC12K106 1 IP U-N^O\ -i► 16 3 1-S 4 ,----L'�x2xlia'xREQ D EQ. END + �W;:3) '�/9.0 ,3. ''� ! W/C 3) 3/8' x 3' \---- � e�e� 2 `' ! rtSA PER 5,aIR _ c� - �TEEI E+TRIN(.ER —� NSA PER STAIR \ _�_ BAR 4x1.'4 C()t�1 —_._. I) 1-1 • 2'MTL DECK U N O • ____ �� dETW. SYRINGE -- -.-.... ._ > ( 11 _-a STEEL 51RINGEk T �, -,�,,'� 1 - 1 - � tic,14x113.c, I P UN0 J - r t3 �'L3_ _ L3x2x1//4- CONC. �` -4,•-GONG 'LAB TOP A SOTTOM _ T CP , - , 6,,I �� ayye 1EG�.ER F _ 1 BET* �3TRINL frS _ - - _- 5L.tie :49ei RFANS 1/6 '3. 4 x2x1/4' 3 x 2 x 1.'4 SEE DRWG .� ,. -_. . piE TW STRINt,ERS GONG + SOPPOR T F �R Of Si�,N 14 a. R PANS - _ rF t PAN -_ . � - - --..�T1'P d'r 0'I nER5 TAIL LT g r 17g/r3-7-ST 1 ge IR 5 P,"3/4- *'1-1/4 LANDING TOP SEE DIZWG. \' SFE mw c. ' F'3P Df 5;4:,N DEMI $1 _ - FOIL rot' Q�TAi4 St 1 1:II tr \\ T P �-_ SLAB EDGE U SLAB EDGE TOP �--- 2x2x1,'4 + --- VARIES • FXTENDE.D 4 -� E A.lrPlCJ r çN, ( �- t ..---.. - -;bp 1G 3 r_..._ (�- ..... -5,i . . _.-i-l< f:. ,i,. 1/ Pr -.27"r14. if --, 4.4,, -{EA.END (.4.3x1./4. 3/16 2-i/2 �-.l 3/1b' -_1, EA.ENn ca PAP'S Sr( :x•.•® �_2x2x1/4 STAIR STRINGER TO l;GN1.eETW _ _ Of TAIL LB STL. LANDING DETAILS STRINGERS (315- QNT BcTW STRINGERS (LANDING OT IOW w/P \N FILLED TREADS .-' the', W[ O( M. ►,I." NAA.., •Ae Ara. STAIR c-,TRINGER TO CONC .SLAB _ STAIR STRINGER TO Q�TAI� ONC .SLAB DETAILS DT111L ® _- . GONC.SL AB DETAILS SLAB EDG . 80TTOM W/PAN FILLED TREADS SLAB EDGE BOTTOM W/PAN FITTED TREADS EXTENDED Pacific Stair Co ,'WM: I N00 11tH fl. Mt. &mei. OW..'. 17303 Pacific 9teir Co i trEiE -- - I I 9900 of sr. N.c. Pacific Stair Co./KBE oo St. WU I S•Mw+ Greeds, 9703 nr,S�NMuff Union 97303 r - T- X/.' i/Y4_ 1 / INFtr,;, • 9 4110/ 7,.25 (4e4=;, ._. 26._\:431-rib `, gl011. MI rAcTgu5T. 1 f k, TI ARIA OR NOTE:THESE DI)RAWINGS REF'LEC'T --- --_ PACIFIC STAIR COMPAN t' DROP-•IN-NOT NEC - '� STAIHEY N DWOOD LN. 8850 SARILYSP RTRAY THE D R HITECTURAL '' nAl)C.h1 F:7:2771.. awl BUP 940171 (BLDG 240) , PLANS AND SPECIFICATIONS bT t,IR DE T AIL co 10 OF 34 HOWEVEP� ALL SEQUOIAPKWY , 15350 AND DATA � AND ©UII.DIMG CODES ARE IN(', R' 71CIFIC\ S +Q�V �w r ' �S 94-0172 WOG 94-0iOG 241) POR*TED IMT() THE SYf•TEMDESIGN __J SALEM Olt SE.f 1 3 1994 Iiiiiiiiii itiliiiil 1 ► . 1.1111 111001111 IiIiIialip lmicgiicimfollopiirt}in�► ito ►iI�I�� Tilt toolIiI,I . lotiliIn tililllil�llilliuiImhmTbun akin„„ulna!dim minamIlmlu!Ihu1milIi11mlmluiliiIIu';,ui,„1„„limin - Iu�hu11„„Inti„;„„innnulhul „„h nnl „u„lun I„ln nnluu nth„ „,h,„„„h„ uRh„ till„„ Nur,I p• 14, 0„..Ar7-P,„,f It s fR .A.A.d.►1 I,. _. '''-1,-- - NOW 14 NGSt Vt.AGIZ--. I 01AL NI ALA .......... ...../..t.... • - WALL r:fr, .0!!6"-' 4. 'elt" "lj . (.._ _ i ...„ ...,. ,� l0' 11� 11111, °� � • 11 Ai 1304, 94L ...... . i "�-'� �'�•� I I'N'4%,:::•ciezi ........, HIGH . HAND ASCEND SHOWNLEFT HANI) ASCEND - opp 5sIN ��`� '' TOP .,Vio ,.,` \:. ' Crsere o .F L_____ _ .....„.....,,,,,,, ...„... .. ..,t-- ,...-------- --4 •�• -�....... aIrrrs -+.. .......0.-- �.� .._._. ♦ r+~-'�.. _ -N. �,. . '• 0...... -._._ ... . ..._,. . , __. . , �. \ / f l D WE t.D ...`,:s`s„ rAtiN 0 94 or):\.. • L ; * N. I 1. ' �G --- otF PNV,.frQ 1 1 ' 4 `�,� ., �, i --+-- -. N i 1 il .. r),.... ----s) ,. ,.---.,-- . <-., , ----.) p \ < .- r". :--. 1 r ,ii„ G off 7 �u F POST 1�0 BE3'M4ic ,,.'' ---- AT ck O F RISER -- `'� I('''� �' 0.4". ....:N>- "' 7 7,7777:: .- , ""'"7 T'lP "j .i#:77?-... 7,..••••" • tt li Mme__. , r' /7#T,' ...,- /�/ I 4:4 iL .'-'. ...... ..-44. - le" 7 .,e . ' ,, s..\,\ '\ . � _w__. _._. L �_...� i' '' Il(co, ll'i 0 I\ : t ._ _. _.� �\ "" "�""--- •_ __�__ �♦ .., -, '\ i~ 1' ALL MATERIA1. , .1 1 - . 1 / 4"0 STD I t:\::. _1.', ' N'.....N..... / mil \ 1111 I -,' 45 ,. F_......_.._..‘, , ~I (\\\\`• . / ?AIC WELD ♦ w ♦' '‘.:%k.%*** -,11/ (11% Ia. f....00k I --J) N....... A ''.. '''..... 'N.N... ,, ,, `,,, NI . 4% P?) ,..,\•\ ) fi 1/ 7 7 >ecI L. ` UN;. TRE AG IA ,�_ •..... , , -1 L 33 MIN I �; �. ./ `\ ——-------—- - 1 �� ;,� n• `` • - i I` r V fr„i 1 . �� , ;u ,,�` ,. S - i�,7, \ 1 ,, 1............„,.. ....,'f __ .. ii, IAP+DINS:, , ' -, ,, • 1 / /'' / + •'-• /' VmZi 01, . c.'” . NOSO . -.....INMOMI ....i.......g. ! `k.. • fir- r�� f r' r/ ..)T tJ(v‘ t �,! �` • '� 1' ,'" �L ��Jl' Y 1• li c is r� "� V E.•r A r i} M* i rf� .'` �� 7�k 7, ,. ., - • it it .� -f- ....-:" /1 *per 1 / :II; 1:0,,,'.11'.: '..... � „'' 5I . 1 ril ':;Cs • _ _ ,"4111.--- ,.-%' - .-� --� '.l'4'. �, ,� -if- /77, ....,, ......„----7 �`i�• �� ' - _.�, Y ,- �NaS� of IRE AD '�‘ Z1 I SI AN NOSE ... .,, .. . A-- A WAGNER %4LD it 444 t. EXP• DATE %,#141Ve 1 rli t--.QFC _A_..� z 1,,+-7,., l� • =�- ",,,,V. e -•-•�►'•---:'� � � A N HIL D AIS ..._.._.._ L...�_. �___�.___...._...._........._,..�.�....._...._....�..._ t�sc c _� 141k _` _. .._ � , . .:--r. );=tirF-frr................ ',...__ •�...-� �;1e K__ _Q ..._ . _.�._T_._.�. l D UN AND i - � TI AR R 3, 1 EKUIeTHE:SE DDRAWINGS REFL., 1 --1 _ _ y ... A.� PACIFIC 'STAIR COMPANY DRC`P • IN ' ' STAIR SYSTEM THEY DU NOT NECKS- -7 ,'41 BAUG lin...sim �..•.r RE IA4r>00 Lk, 4860 11 04-0171 "DO 240) PLANS AND;TS CII IC GrARCHITECTURAL N i t'�;CTURrIL 11 OF S1 ( PIPER a!l DET AIL wrosoEA. Ail, ENGINEERING DA rA •----------.-- ,-....y SEQUOIA MN.. 16360 � PUP�4.01TZ WIG.241) AND [iUtl.t►ING COp�S ARE Il�G412- -.--i a I I AIR k.„-- � l:� j ti�'1 �'�.i I'oRAT'F�D_ 1NTOT 'C>E_. YS�Slc','� 1 w►t fm pt 11.11.01~1.111.4111.0.01.......l MX, .............0 SEP 1 31994 M1RflFILM D I I , , „ . , u' : 1 VIII 1 11111111111411400111 II1Itri'11 LIIIIIIIiIII 1' 1IIIi t 1 II,�IIIII I IIIII,FIill t ,„,, 1911111111j19 11!111111111111111911111111 n1! .11111111111111111 m11111111111m11111111111111�m111111 11111111111111111111111111.1111111111n1111111111111111111111h111111111111 C11111111116n -11111111111111111n1h111 111111111111111 n1b 111hm h ri--------- ------------------------------ ----------- -- ----------- - -- - - __________ ___ _ - - N/ 2,› .% <3/ <*\ 4C> </13> '>. C\If 19 - )9)-(- 4 I • II \ 1 AI.13 I -i :xI-* V •. 7.- ( ® 1 l'e (I) 4. . _ - ---- : - - el _ iii___ ____ -_-____ _...... .-... _ -I o ,L c ... ►.;n Jr .-1 -------------- . 1 G.j .f; . • 4 bI I U, cQ "O� ..? GM - ----- _i._ ____ ____________ • • es,;1,44 \ /� -•--+ - - _ - I $'!>I1- s' a` 11'-�._ 9'-r , 1' 4" Z So i (.);2...., I (%LR EL:V. E• J1P. MEC /El El. W 1) . b 0vie .., c2= 44 i t - � 4 0 -J_ PRG PRM 4:-.3...-8'-6"2, 1 u .. -• ... . --- -- � P1 G1�Dd C li K t+ -- PI 1 PIA ,�lA7 IL I ma A7., I 4 s n 1 ' , - 9 I r IG el . y, I �P I I la Mil I �/ ( I I A6.5 I -I ((..15 I ,> 4' 10'-1' 9'-4 1 9�-4. 7J' 4" 4" I 1 h= LI_E`i. #2� " I is. PIAAll A6.5 PIA _- -- -, --.-40-- �l� b s IIl PIN 1 I STAIR 2 • ��-,..r .--. 1 ' ( PTA ' TAIR 3 r! i - �' I - 1 =pr` _( d r. - ,� I 3 • - - - - - -�S A W 1 ' I v,A '- j, '� 'r �1 ( (1t5jF91 �r P� �� 1 �--- - - -_ , _ i ._ 104 F9 --� Ui r ,11;111.- r- - - ` P1p ��, 11 . CK El V I.UB Z4/\_.-t_ PTA n , A6.1 ~`� I r� 7 F9 6 '[CcA ti� .a P1F� - p u h.W 0I � I i _ ' _ PTA WO EN �., MEN I 1 A6.S ` r I © '� 0 UP' • 1 1 1j1 a M ( 2 ( ®�� F1 11 - PTA I �� O o P,� - l 1 -- 1 I Pu OP SIM :1_4111 I iL;��>Qa 1` �� r Q �_.1 ® "r �, :r ;. t � �•irl•I,.. l .•. �= f O PIA - oo 4111 - - - t - J _ 1!� I �� -- PTA_,,_ J- °' tO I I 1 (.'� t - ow .-..._- �f ,H` ¢ 1 ", ,J,� ` 3 ', P P,� CORRIDOR �"" W b MP , -•;�_ - ---� '�� (E ' w7.140k- JANITOR 1 . 1 �� -1 + 1141F4 je' 111 I �'Jtil O I CORRIDOR , 2 r; 4 F TURF CORRIDOR 1 1 �� - I - O �� O i -T- -r--,� 108 F2 ':'-11 _ �{ I I (106]F4 j8'-t 1'� 411 i © �' O 102 F5 8 -11 A6.1 Q - _- 1- --_ - PIA i -L 5.-0. pAi ..1 I 1-- 1 1 k I ; I r--PIAI 1116, II O _ ICA - ce 0 (1,, � ci- 0i en c O- _ t q - _ 1 - `� SIM U(i C� N is./k_ �s'i A6.5 - I'0 1 1 i 1 )..,,,,, I Q.- . Q , 1 t--- - L A SPC 6� - - -- _ - I I , --1 i . ---' 1 f .. __ _ __ ____ ___ _ -- ....-...... 0 __ :EASE SPACE E PERMIT r (105[FS j8'-,1 j o I TER! R CORE 4ID COR IDOR (3Y SEP 'SATN1 Q 2'C, I S� . 0- - -1k- ____ __ _ _______ _ __. __ .__ ____ _____ __ _ _ _ __ a 1 o 0 ' % k.... _ -- - - _ -___Z__-. ____;_____ . ___,_ -min 1 r-,__-_-11 -LH 111% 1111 . .... \ ii ViV MP 0 r z L11 FUTURE LOBBY II - \ - -11 - O OPP. HAND O I I' 11011 FSJ8_-11 I 9. ` / I ` - - --1 i ` - __ - / + (-1--) I S _ --1L._ -- - -+-+ 1 T-7--� 1 -- 144- -- - r _ - _ -- _ I ----- --- -_11.�- --kL(: -_ - OC . 0 - \ _ - Il II Al c DPP. HAND DPP. HAND rI IO Y I / ..1 \ .... wp 0 1 -- - - - -- - L_____3 ==:4:ct I - }1 - ` \,- i I © - -_ -__ -_- _ _ _. I o - ! D O L Aft • W �'0 m DPP. HAND 0 1 0 a ao A4. AG.2 N I 1 • KEYNOTES (44 FIRST FLOOR PLAN WALL LEGEND 1. FIRE EXTINGUISHER AND DETAIL 16/A6.5 MOUNT TOP OF I CABINET 60" A.F.F. SEE DETAIL �� ,�� ,� -R 2. CABiN FACE OF SHAFT I2„�TQ I NOTE: ALL DIMENSIONS TO CENTER LINE OF WALL UNLESS �. ' NOTED OTHERWISE 3. LOW/HIGH DRINKING FOUNTAINS 1 K1a • - HEIGHT WALLS 4. FACE OF STUD _ A , . ' FULL 4 ACCESS I I 5. SIZE ANDPROVIDE FLOCA LOCATION FTRERSPR SPRINKLER CONTRACTOR. L • t ) ' I '1 '.'e. ��'' 6. FUTURE CORRIDOR � 14E2%; T PARTITION CON�TRUCTIOH w��l 1' I � 3 LeC��•-•. 3-3 ', h -�i '�-� O I /, a o 7. LOCATION OF SPRINKLER RISER �Or 00..E 2' w� r r H. PTH) 1 HR FIRE TEST GCT, 1-7-74 �/ 1 8. EDGE OF SLA A. (P1A) 1 HR FIRE TEST F.M. WP-45. 6-19-68 ( I �� I I - 5/8" G . BD. TYPE 'X' I 1 I I y� 9. RECESSED WALK-OFF 'AA - 5/8- G . ED. TYPE `>'' I 4 RA,a 4" DATE:3 1/2" 2C GA METAL STUDS AT 1'-4' O.C. - 2 1/2" 20 GA C-T OR C-H STUDS AT t'-0` O.C. I . ,• �o�,,, �4' 10. CONCRETE RETAINING, WA' SEE STRUCTURAL 6/3/94 - / - 1` SH/.r T LINER I I �412:VTR \ �r�'a 11. FACE: OF BRICK - S/8' G . BO TYPE `X I �T I �� oveacl°� "BRAWN BY: J. (PiJ) 1 HR FIRE TEST F.M. WP-45, 6-19-68 1� �" I -' J PPA,56M B. (P13) I - 5/8" GYP BD - 5/8" G . BD. TYPE 'x' .C. I 1 z �c��, I PLUMBING DESIGN BY : CHECKED BY:3 1/2` 20 GA METAL STUDS AT 1'-4' O.C. -- 3.1SOUND BATT INSULATION (FLOORS ETAL STUDS AT -LOk 3 ONLY) 1\ y�\ '+ Iw�1, , �J' p i 2" I we I PPC POWER PLUMBING CO. PP11 r SOUND BATT INSULATION (FLOORS 2 k 3 ONLY) 3 r Hu -- S 'g' WATER RESISTANT GYP. BD. ABOVE (CEMENT - 5/8- GYP. BD TYPE 'X i 1 ;1t s y� �.i i J 2.' 1 I. J p O BOX 23144 PHONE (503) 244-"9 I t TrP I • I \\ z' TIGARD OR 97281-3144 V0.09�G BAtr!'ER BOARD BELOW) I I r M' I • - get.ut . yi,, No , OATS - CERAMIC TILE w�_1 , co 2• 4, L r;�.. I wz � , y) I � t��Z., -.% .. ��.t w-� � � X �7/1Z/94 OC. (PTC) • \ I 'I I w'- I � ce I I "I"` 2. \ z •�., 1 ''_� a / 1 , - CERAMIC TILE es J' rle9 3 94 5/8' WATER RESISTANT GYP. B0. AO J ' , 1 �r' 1 - 3 1/2. 20 GA METAL STUDS AT 1'-4' O.C. d� '�'I T! �' ` - 3 1/2- 20 GA METAL STUDS AT 1'-4' O.C. 0 3.. „�� µ TrP I 1 , `,sl 2 W�I. �\ ' c - S/A` RATER RESISTANT GYP. RD. ABOVE (CEMENT L-f "''' r `. , Trp I 1, TrP S ` BACKER BOARD BELOW) • C:0 -- CERAMIC TILE I , G p s \ ,. w v m 0. (PTD) I „ a.I CN - 5/6- WATER RESISTANT GYP. BD. \ / IlL-1 Yi X.;!---,:ii �' 2✓ - ,•t I y. - Y '7-1 / S'„ �1p I / 2„ �C�' T t P `� •k124�7.4'J • .S+L1'].><1w G - 3 1/2. 20 GA METAL STUDS AT 1.-4' O.C. �° J • «W - 3- SOUND BATT INSULATION (FLOORS 2 do 3 DAILY) : ~-�" .� 1:;11?:. }�//� 7 I- S 8- GYP. B0. �_�'�J` .�� z �•' �` :��^�+�� r� 9 • �`�J iOb J SET*��*a .r� .. A /8' WATER RESISTANT GYP. BD. - 3 '/2' 20 GA METAL STUDS AT 1'-4' O.C. /11 \LI -- 5/9` WATER RESISTANT GYP. BC. 1 j �� II, 1 \--- - . - • =s F. (ERA) �„ I�\h P1 w Q - CERAMIC TILE - S/8' WATER RESISTANT G . BD. ABOVE (CfMENT / = BACKER BOARD BELOW) R I : \ V - 31/2. 20 GA METAL STU)SAT1'-4' O.C. U` 'P - ' 1 % . / / r .K7A ti'J - S/d WATER RESISTANT GYP. BD O (PIG) �c° ,,,77v7- / - S/8' GYP. t?0. q '- w /o i/ t _ } 1/2- 20 GA METAL STUDS AT 1'-4" 0.C. ,�- AS ISSUED R CONSTRUCTION 8 10 34 ��• N - 3/8' G . 90. pop t d ee0o SEOLOIA PXWY •SW - , SUP 94-0M 71 (011 Xi 240► OUP 94-0172(BLDG 24t) i - C11 Irll 1 /1 IJ ; . t2 Of 34 -!J , f • . ' • S C i 1 3 1994 294048.04 MIRQF1LMED I IIIII Iilllll 1 II1I111�1I1 el IIIIII�I!I IIIII t14 ,,�I I I I i t l 4 IIIb1N NII m H1 m Win I �Ih11) Inl� 1111llllllll4llit 1111 IIIIIIIHIIIII IIIIINII IIIIIIII Illtlllllllllllltil IIIIIIIM IIIII1111111I1111 Illl�iq 11111tIN REDWOOD LN. , 6650 2 OF 5 PACIFIC CORPORATE CENTER BUP 94-0171 ( BLDG. 240 ) .........w 3 A. A i P CT - ..Q ST_ 0 W 2 es n s • 11 ri '----: ARCKTECT rINDEX OF DRAWINGS /Ili C'~1A - J U \'r IA MA /8AffO AIS TE8 !! 0690 S.W. Bancroft Street . Portland. Oregon 97201 L1 P.O. BOX 09039 • r [E3uñidTq 2. Portland, Oregon 97201-0039\ Pne: (bOJ) ?24-9570 Q I • Fax (503) 228-1285 0 -� STRUCTURAL ENGINEER t cn 1( ..j i�. TTgard , W4 rn ;�/ 01 6. 1.9_,- Lu..1 - Portland, Oregon 97201 Y Vt PO BOX 69039411( Z t U c Portland, Oregon 97101-0039 �p fil i Phone: (503) 224-9580 O 1. y•-.,,,'rr Fax: (50.3) 228-1285 r 10:4 j , I • . , _ _ ______ . . . , . AACHITECnJRAL DRAWINGS Z ' Li "ct 0 FT L....._:__,-- - ' Li - i - i , INN im NIIII till 111111 -___ La , 1 1 t �__ __; I " _ _i i - -_-_, ( ! ) _ V� 4 ALI FIRST FLOOR PLAN =� 0 r----- --� A2 2 sE c a+r r l r�c�R Pt�w `D CX '� O .....r....3 , �� I I A2.3 THIRD i LCIOR PLAN IX 0 tV � � ILi I LJr . 44..• 1.11.1 .. IIIII, IllMI A3.1 ELEVATIONS - -- - -- A4.1 Vnll SECTIONS Q C I f A5.1 VINDOVSCHEDUI.E pI 06.1 DOORtiVINDOVDETAILS jliA6.2 COLUMN DETAILS D 1 - I -- - -- _--_ _ - .- - --- - ---r -- - - - 06.4 ROOF DETAILS m i 06.3 MISCELLAIOUS DETAILS V 46.6 MISCELLANEOUS DETAILS I ... As ISSUED FOR BID r JULY 1, 1994 -7 , .... .__ Z W CODE ANALYSIS SYMBOLS AND REFERENCES STRUCTURAL DRAWINoB 0 ir , BASED ON STATE OF OREGON 1993 EDITION SECTION STRUCTURAL SPECIALTY CODE S1.1 GENERAL NOTES \ SCHEDULES Cr ! 1991 UNIFORM BUILDING CODE BUILDING SECTION KEY MARKS AL SHEET # II L.- OCCUPANCYSUB-CATEGORY ll2 - OFFICE BUILDING N. 52.14 FOOTING AND FOUNDATION PLAN (BLDG 240) CATEGORY 52.18 FOOTING AND FC,UNDATION PLAN (BLDG X41) 52.2 SECONI, I THIRD FLOOR FRAMING PLAN CONSTRUCTION TYPE TYPE 111 - Ox NF HOUR 52.3 ROOF FRAMING PLAN • t SECTION W ALLOWABLE FLOOR AREA 18,000 S0. FT, • Q ! AREA INCREASES MULTIPLE STORY - 100% SECTION KEY MARKC R S3.1 FRAMING ELEVATIONS i SEPARATION ON 4 SIDES - 100'!. `�\�� BZSUB-CATEC%, TOTAL ALLOWABLE FLOUR AREA 72,000 S0. FT. CATEGORY 54.1 STRUCTURAL DETAIL S S42 STRUCTURAL DETAILS ARCHITECTI'RA1 GROSS AREA 57507 SQ. FT. S4.3 STRUCTURAL DETAILS DE TAIL BUILDING HEIGHT , ` -ALLOWABLE 65' - 0' (4-STORIES) ELEVATION KEY MA,7K� �; r' ;j ,ti ff -PROVIDED 54' - 0' (3-STORIES) SHEET # �� .-, . \___ SUB-CATEGORY ..„ >� i PARKING PROVIDED BLDG 240 BLDG 241 CATEGORY i 47 7 • -REGULARI ()ETA PED 243 181 '/A (�416111 �;� OCT RE�RENCE MARKS L TOTAL PARKING SPACES 250 188 1� `v. AREA Mf ( \ THE BUILDING TS TOTALLY ETRE SPRINKLED. WE? SHEET v FIRE RESISTIVE SUBSTITUTION (UBC 508) IS UTILIZED. OF Ok SUB-CATEGORY / FIRE RESISTIVE REQUIREMENTS CATEGORY twa 6/3/94 ' • ROOM NAME RAttsl 1Y __ --,a �-INTERS EXTERIOR VALLS NON-RATE!! 1• ' +�:. �'- t+vT CORID S8w1/STD 1 J '-_ \�` t F S INTERIOR BEARING HALLS NON-RATED 0' I • �- I • GON ROOM REFERENCE MARKS 107 F-5 9'-6" '. +r ��r� i'' • STRUCTURAL I:RAME NON-RATED N BUSINESS f �-�___ /111111 CEILING HEIGHT_ t3� I ` ,� PAa�I ��'41 j,A ``�`_\ ..` - SHAFT ENCI OSURCS ONE-HOUR FINISH GROUP `)0r/rr r-1/ PPA ..� �� . •��_ . 16 . � ! �• `� FLOORSNON-RATED • �� ~ 1 4110 -' Ira .4 B � r �' trSTAIR ENCLOSURcp �i 1ONE-HOUQ ROOAA / liCNECKED {�f11a1 R DATE.. ' G.OtBA►G Ni trill-ill � :r, 111� �� BUSINESS ROOF NON-RATED C„1o'94-'raj1 Pt P6 -In VL gilt. �� _ PARK I ��\ .w .a.7 ._ .,, ) I WINDOW REFERENCE MARK t...! __ Nelms-_ _ f. / / . ..,. -: . ,c .�� l 'lam-.+1�[ 6C�CJ cVi FAI ...V ./ EN II 'I __ 'V ' �� . =12111r/ DOOR REFERENCE MARK 10 , cis - rvi; A MIMINr_ •� , )� a FACTRUST 6+�t°' , !-w7� BcG �y; ,-... _. -- - -� ,e,'�, DRAW'INGCRIT CRITERIA w se...w. BUSINESS 1s35 S Pti'•� p ..,....., S , ` CENTER �� • ` A �, ARK IfIS J AU.. LARGE SCALE DRAWINGS (30x42) ARE TO BE IDENTIFIED 8Y TWD DIG:TS AS FOLLOWS: \ ►O.1k I I 11 5 j A. CATEGORY LETTER REF::RING TO THE DISCIPLINE_ OR MAJOR w `" -- �� i �t r 1 VISION. -� _ i i. SD. CIVIL - SITE DEVELOPMENT S as s •�q • srrE DATA _ 7 i 7VICINITY MAP • A. ARCHITECTURAL f, orp .ANt MI!'-+(►C+ !(8 Siia cN , NTS BUILDING NENI',HT 54 t E. ELECTRICAL a r'IRST FLOOR ELEVATION 192'-0" BLDG 240, 176'-6' BLDG 241 L LANDSCAPE .r R . TOP OF BUILDING ELEVATION 246'-0' BLDG e40, £30'-6' BLDG 241 19. SUR-CATEGORY NUICICII IIEFUIRING TO TYPE OF MARINO OR Al e O .,.. r RIP-DING FOOTPRINT wee S0. FT. GROUPING (ARCHITECTURAL/'STRUCTURAL ONLY). ilt` `!N . r. 1. GENERAL . ,, a t ' .Y SITE AREA 3.7 ACRES (BLDG 240) 2.6 ACRES (BLDG 241) 1. MALL SCALE PLANS • , 3. 111tvAT10NS 1 .. 41c� + i` N LANDSCAPE/NATURAL AREA 29X (BI.D� 240) 27X (BLDG 24U 4 WALL SECTIONS (IMS STRUCTURAL DETAILS) �p t nits li , 1pttDlQF `Us NU. r ! ' 7. STAIR C NO 0E1 AILS , '; �►��•' Al': 1. M ,� a scALe �JA� w wTERra ELEVATIONS 294041.04 s 4.f. " t O. ttEt<1FCTInTt� WR DKJIlfs " ►� �� " w1 71ift 'T.' .:041.51Milk • • . • 1. FORBID 7 14 , « I.1 1 3 1994 4 'iI 1, . , � 1 111, , ;Won.411,-4 iT01 fiat 11 I im 1 .Iv.roe 1F Int.IIIII spa ' 4 NI * •« so Ali: form4 N ro. Pk 0 J. IP+t,. N' IAM r'1•, 4r* • MI I - - - - _ _ - r.--.----..-.....-----------....., _ __ _ _ _ _ . _ _ . . - - -..- -- - ----MM...4111111INII 0 . 4 0 I -6 7 . 9Ci r- --- o" i • IH at i ii . . ( i GI 1 U jâ A I i._ • , -- __ - . __ �- - • - _ _ _-- __ _--__ - - __. +eta _ • 1. t ( A;1 Ail .� IIU F 3 .., p '_- - I t 0 • )81 . C p �" aV►n b. - L ' 111, Elf V LOU o i GRID, �j� 1 n9I FH1 -- t 6" IU' IU H 11 1/4 1 5/4 A ` �/ t 1 i a'-IG 1!?�_ 1'-1 7 ` O w1,:i- W c. SP?l KL 4 RM ; 4 + '[I ...-. ...,F..1r•IILj .. 12'-o' -4,___II1 MEOCH LEC. 11. ~ � 116 F3 O I A7.1 di>01:„..4.11.,_.112'- "( I ® •erk , wA . (Nil , i COI ON . 10 1 Z ' ; rg Ili . Y vi 7 1'-""fir. • '/'• I PIA ' • Z Q - C qA/ .v 1 PI PIA --- ` per a <•�OO.} in' A7.1 -� WPIN I �'� VOW ` ' �OPP "-) aj . I 9' 4 20'-4.. 4.. ( MIFF �; `� a 1 ' 4__.____, 20'_4.. ___ 9'-4' (�; s I ELE v /? • ' I f ' /�/ I E r O PIA_ �� ( 4 - iii PIM • .]I. �� __ Nf - R - PI 1.L ►tA I O --1i`-- - I --* - �.. .._ r.. $T A IR I T A IR 3 Pu i ?r-J' I S T A I /? ".. --- 2-1474.---r ,+- t_ I '► UF' PIA 107 F9 I 1, 9 ��' H t� 115 F 9 P til MI +rte-. .. 1 PIA ` . V hA 0 1 "'t Q to io PIA If PID 1 1 M AE.' r c., h� I ELEV. N1-- 0. N AINit ®� p 1 1 Z I r tip,A 111 I3lTilli 1 la\®: - 1 •- •� W f PIA ' -�1 ap I I� PIA I.. .1► �.1 _�) ©. I aG - PIA UN Z CD MP! _- . d C R�JOR ..._40;___ PIM ap to - p1A PIA i (2.31,4...._ 1A :_ 1 O 1 1/061F41/13'-111 O © O FUT RE klroR PIA 11 NlTeR -- �1--- 0 P R 1 co - , I 111 ® ® 10? F5 811 I O A6.1 SIM 0 4 100® O PI� 111 f• ,;.--11 ! / ( w 7 „zi. 0 I O ft 7 PIA t.....__ # __Q...) Y, 1 �� 6 ► O J Ri� I A6 5 �"" lb.#44 I i i .iM �„� o I1 ! �1 i Q I I I ( I� (� 1 a. �, ? • 'EaaSE PACE f I ! A E PAYE ( �� U ._J F- . 11051 F5I'-111 I 1 113 F5 -i' I -'- D ' I 1 I _ �. m A6.2 i f = U . • ' - 1, I i i if ( A6 2J - - B' I I; _ 1 i I. I 7-4 \ _ ./ ,_ , . . _ . . - . , 06.1 i ,:-. • t~ 111 izv / f+rip ` l ® . _ c DPP. HAND O I ( Fu TuRE LOBBY I' / _ O dik -, I 1101(,51,'- „, / ` / + ` I 1\ 5 *Li_ 41. ___11 1 , _.....„ \ O 0 1 r1....t O I� 1 I / o 0 0 I _ _________ _ - _____ a_ j .. cx o OPID. HAND OPP. HANDO r ' .. ... - ..... .... B ,, 1 O a ! i 4/tp ._ �_ t i ' 1 - 1 ---k .).)0 �i OAllk 8 1 © V) ' • CC '- ® 6.2 A6 WALL LEGEND (al. FIRST FLOOR PLAN KEYNOTES _ __ 1/8'. i -a' 1. FIRE EXTINGUISHER AND CABINET v.)UNT 'OP ,2- NOTE: ALL DIMENSIONS TO CENTER LINE OF WALL UNLESS CABINET 60" AFF. SEE DETAIL 76, A6.5 ,.,�f - FL_L HEi,HT WALLS ��K.I-L .//�n NOTED OTHERWISE 2. INSIDE. TACE OF 5r}fAFT `C� 3. LOW/HIGH DRINKING FOUNTAINS �� 11'1; 4. FACE OF STUD L. N7.12 dix 7..;. pARTITION CONSTRUCTION 5 PROVIDE FIRE RATED SPRINKLER ACCESS PANEL. COORDINATE -- - SIZE AND LOCATION WITH FIRE SPRINKLER CONTRAC'0F rc - ' I,.., ',`- Ulk'I,ge, ma A. (121A) 1 HR FIRE TEST F M *P-45, 6-19-68 H. (P1H) 1 HR FIRE TEST GET, 1-7-74 6�„E_L1`RE C��2�_ t1j - 5/8' GYP. BD. TYPE 'X' -- 5/8' GYP. BD. TYPE "X" '-0" x :''-0" MOP SINK j� - 3 1/2' 20 GA METAL STUDS AT 1'-4' 0.C. -- 2 1/2' 20 GA C-T OR C-H STUDS AT 2'-0" O.C. 8. E • L - r OF - 5/8- GYP BD TYPE- 'X - 1' SHAFT LINERDAA. 9. CE. WALK-OFF MAT - 10. CONCRETL RETAINING WALL, SEE STRoC'URAL B. (P18) 1 HR FIRE TEST UBC u457 BETWEEN ROOMS 110A k 111) J. (P1J) 1 HR FIRE TEST F.M. WP-45, 6-19-88 0 Mt 11. FACE OF BRICK 6/3/94 . - 5/8' GYP BO (USE TYPE 'X' BETKEN ROOMS 110A & 111) -- 5/8' GYP. BD. TYPE "X" M12, P VIDE 3 1 2. METAL STUDS & SOUND BATT INSL'L M/ _.N•, .• • - 3 1/2' 20 GA METAL STUDS AT 1'-4' O.C. -. 3 1/2' 20 CA METAL STUDS AT 1'-4' O.C. /8 r ,lE >, G BD EA 510E ON TOP OF CONC NAL. TO STRL L Al - 3' SOUND BATT INSULATION - 3' SOUND BATT INSULATION • MECH ROOM ONi _ - 5/8- WATER RESISTANT GYP BD ABOVE (TYPE 'X' GYP BD - 5/0" GYP. BD TYPE "X 13 N N FR ,N ROOM t'-0' FROM WALL ct=A BETWEEN ROOMS 770 k 111) CEMENT BACKER BOARD BELOW - CERAMIC TILE ,.�.-` ��. N Uh EI� ti C (PIC) s �M> . -- CERAMIC TILE _ . - .' WATER RESISTANT GYP. 80. 0 Mt t J• 2 1/7 20 GA METAL STUDS AT 1'-4' 0.C. At1 _ 2 7/ ' 20 GA METAL STUDS AT 1'-4' O.C. _, - ., _ WATER RESISTANT CYP. 80. ABOVE (CEMENT t Y - _'I BACKER BOARD t)ELOW) CERAMIC TILE �AZ1� + 9/110/94 1 V - U (P'0; 4.-o /Ct' • - 5/8' WATER RESISTANT GYP. B0. _ . ` -""- "� . - 3 1/2' 20 GA METAL STUDS AT 1'-4' 0.C. ., ) - 3' SOUND BA'.. INSULATION (FLOORS 2 k .3 ONLY) - - s/8" GYP BC 1 (PIE) for Y-o111 - 1,-ii j ' w'P i t i;. &41 2Y, c. 5/8' WATER RESISTANT GYP. 130. . . . , `. 3 1/2' 2) GA METAL STUDS AT 1'-4' 0.C. _____ ___. . • ' • " . • / - 4>'+EF' 5/S' *ATER RESISTANT GYP BD ,c � ~- ', F (P's , ty - CERAMIC TILf_ � �.t�hwr. �a� 't Cort�,r�ar /7 J71 ! fY0)- 5/8' WATER RESISTANT GYP. 80. ABOVE (CEMENT , QI A 2 . 1 MO 20 GA METAL STUDS AT 1'-4' 0.C. - 5/- WATER RESISTANT GYP. 90. It O 04 4 m G. (PIG) o -- 3/E'' G"P BO ♦ - 3 1/2' 20 GA METAL TuDS AT 1'-4' 0.0 Os - i/8' GYP BO 29 40 a8.0 4, oup Namoo La, AS REISSUED TO THE CITY 9/23/94 .-....-6•...a.. .R) SLE' 1 31994 �� .S11' M i I i 4 411, 11141 ' I . fIhItI10 II , - # ii4# h NI . A re, I' .." 1 ti Of Ns ..t. #1l. i OIINIIh1111Mr #I n " �41 1.M "‘ *M " jr" + ..f'4' .f- , ." 111 Oh OM/WAN IN 11111 - ---......=m•.•Im...... ...•ollaggllIli • ...•M • •u ,, . ... • •._v-."._:. qs -a..._-,•_..�..._.-�'. •..T,._ ••••• AY_+.11.►' _.ip'_••Mww►.._'..w ....... 0•44141/P41.4•.4*.4..... '• A_ ' .-�•.M .'e.�. I «_. .. . ..... - - 9 0 4> © 0 © 6 O 8 9 v �� ► �, - 1 O f 1- fr'"'"--45 /11 _a...7:T:- .--------..._ , °3t->-°PP - -1. 0 tf) 471 *I O © ii : Q 2".) If. 1.-ir ' ' ok .., .%II` . ___ . ._ _ - -<4)______. 3°.-O. O .�� 1Pi .i1M-.. aina='I-1-. •..� _ ovP. NANO 0001P. �"P. N C"�aro �OMG d ; giE 2 as sCA o' i 14 E01 4 _ Mk1 1 ad I : nob...i4 Jnor -7 6 -_-_t'3 0' -_..-_ , . _- 6 s , I? col 1 04( ..c:c fiv.:rel _ ' q I _ 4 o r °II i 1 . 1' MA PIA 2'-9 "� 10'-3" ` fj '� + 1 t 6" 10'-10' 9'-0' 6'-11" ,_6" _ 9:" 9.-r- - �-2 _ 1 -4 1 lq tai N ^ Mk ® Cl R ME /ELEC. } 1-4 W `� O �;': IA ail 2 'JO - - -- ._. FS '-tt o O i: Y v+ t 0 --.4 IArk © y,A ° �� " M © MOPP � i / STAIR 3 -F-"A A8.5 " I iiin � ( - oi 9'-4' 20 . . -• 14 20 10� ism si..� � , , �o I 7 14 r- �o�-a'_ -- ---��-r ' I ---1,:t.,/ .. -- - -- A6 AQ.S mia��. IELEv. /2 PM It A6•5 .5,... ..._....... . �� Ppm 'r ev PIA �. •1G PIA -' STAIR Ce -- -- -- _..___ _ - -1 _ i.. - ..- ter. -�-�- ( r� t 1r"✓ - -� STAIR 1esu �-� - -- Ly I \ti1111 �'�� t'c F9 I � �� V. s.:.:Y fillairkk a . t� ► nrl14 F8 +� _ �L1 Q �... , b h , ( �� ry� F6 - ' 1r1ALPt0 1 MA ► �►• HAMO Z .r.. �� s, MN 1 ►/ - _ � occ : at A6.5 ( to ELEv. /1 ;� 1�.® Fi ��ON � '� 1 ' PIN I d . I P1N / I ..":1 cN Z i. Nrl -� w► 41411iX111 J © - �- _ - - - - _. i ,, 0. - ,,,-- ---- --�-- --.- , � t__ - _j T 1 1b ._. _. �. T _R DON A6.1 /4% -', ' v JANITOR U:E C••RIp• - - - - F.,..LJ 0 , I I F5 . 11 1 V0 F5 -1 I__ ©00F2 -11 O � Q W 1 11)1 - -.... - .- -__ _ _ _ _ . _ f _ -- $-1 i OPP. O a /III wb ceocv '\ i i I I , a' U� lahh i 0___ / - _+ _ _.. - _ - - - ---t------ -- - - V 1 /# i ‘ � H � 1 LEA rCilEi - iEA PACE i � ® (.,1 J 1"" A6.2 F12121F5 i'-ill r = 1 • �04t 5I , •• . NAND La- ..f 1 10 --t- o� I TERIOR G RE AND CORRIDOR B SEPARATE PERMIT �- b1 ` /// A6.2 A6.2I © I ` O K1i 71-- � . I1 1 . / - - 1 - - _ - / _ - - - - _ -- -,- --__i op_- _ II \ JU \ / i \ :! I I „ O O Z 1-- + s b l .. �" f o' i i DPP. HAND DPP. HAn D K 11 -I O ` - - 0 - J 1 / - _ -40 -••••• 1 L___#±;'3 1 I L ---- - - - _ - li IX i DPP. HA r r- DPP. HAND OPP. HAND (rK•�) I •` .�. ` OPP. HAND 1 / ® 0 -.1:i .' . o. 1 © ! �1 / \ / \ v I i `. --t-- _ 1- 1 -t� f - - - --- __ _�_ - - 1\ \ H F 0 / 0 0 OPP. NAND DPP. HANG _ Z 1 1 A Ark 0 2 0 r , i A6.2 WP A4.1 C A6.2 44.1 U i w V) i WALL. LEGEND ea SECOND FLOOR PLAN KEYNOTES 1/8'- 1'-0 11.1111111111111 - FULL HEIGHT WALLS 1. FIRE EXTINGUISHER AND CABINET AAOUW' 'JP OF NOTE: ALL DIMENSIONS TO CENTER LINE OF WALL UNLESS CABINET 60' A F.F. SEE DETAIL 16/A6 SI NOTED OTHERWISE 2. INSIDE TACE OF SHAFT h'nr"157114CIP3. HI/LOW DRINKING COUNTAINSI-44 �,�4. FACE OF STUDPARTITION CONSTRUCTION3. RECESSED WALK-OFF MAT •6. FACE OF BRICK { q� IA (PIA) 1 HR FIRE TEST F.M. N7.P-45, 6-19-68 H (P1H) 1 HR FIRE TEST GET, 1-7-74 - 5/r GYP. BD. TYPE "X" - 5/8" GYP. BD. TYPE "X" - 3 1/2" 20 GA METAL STUDS AT 1'-4" O.C. - 2 1/2" 20 GA C-T OR C-H STUDS AT -0" O.C. 9. tl - 5/8" GYP. BD TYPE "X - 1" SHAFT LINER 0ATE 6/3/94 B- (P1B) J. (PTJ) 1 HR FIRE TEST F.M WP-45. 6-19-68 5/8" GYP. 80. - 5/8" GYP. B0. TYPE "X" I DG*14 § - .3 1/2" 20 GA METAL STUDS AT 1'--4" G.C. - 3 1/2' 20 GA METAL STUDS AT 1'-4" O.C. PPA' SBU -- 3" SOUND BATT INSULATION (FLOORS 2 k 3 OHI r) - 3" SOUND BATT INSULATION (FLOORS 2 & I ONLY) - 5/8" WATER RESISTANT GYP 80 ABOVE (CEMENT -- 5/8" GYP. 90 TYPE "X 04ECKED BY I BACKER BOARD BELOW) :.IDA I - CERAMIC' TILE . RE NS1� t � Q09tiG g Nif C. (P1C) 1 DAA S - CERAMIC TILL -- 5/6" WATER RESISTANT GYP. 90. • - 3 1/2" 20 GA MEAL- STUDS AT 1'-4" O.C. 1 • ( ,. - 3 1/2" 20 GA METAL STUDS AT -4" 0.C. 1 f�1 - S/d' WATER RESISTANT GYP 80 ABOVE (CEMENT i BACKER BOARD BELOW) - CERAMIC TILE f IT •N 0 (P10) NI - 5/B' WATER RESISTANT GYP. 80. - 3 1/2" 20 GA METAL STUDS AT 1'-4" 0.0 - r SOUND BATT INSULATION (FLOORS 2 A 3 ONLY) F - 5/6' GYP Ari ...Irmo w..c fin ver 4.141X*100. M A E (PiE) I" "i�' I • .x - sir WATER flISTA.vT GYP. BD. k at work ` :',,,:ft ,�' L7 - 3 1/2' 20 GA METAL STUDS AT 1'-4" O.C. SEF' n ' ) - 5/8" WATER RESISTANT GYP. BD. f l 0 F. (P/F) - CERAMIC TILE -- s/8" WATER RESISTANT GYP RD. ABOVE (CEMENT X A2 . 2 BAaCER BOARD B ELOW ) -• 3 1/2" 20 04 METAL STUDS AT 1'-4" O.C. • 4 - 5/4' WATER RES/STANT GYP BD. � 4 - sir GYP. GO. { - 3 1 r 20 OA METAL STUDS A T 1'-4" O.C. - sal. Q,1�, 2 9 4048.04 A3ISSUED FOR BID7194 4 •••••••••••••Ifiraillip 41440 10111011111111* ., _ .••• ......... 44•••••■••••• dimin sil SU' 1 31994 ' I I MD ;;-i; -.: .gat 1 w..,., . 111111111 d. ill . !11Ill1ill Iffy _¶11_ I 14..1' . as . *-",14 wall "4 . 411.1" •' "1' aril" d� I mhm nln film NIh shm old • . 4 - . rillillmmommommilinlimolommoilimmimmi••••••••••••••••••••••••••••'•••••••••••••••••••••""°'•'"'""""""1-------------. - - --.MIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIMIIINIIIMPIIIIIIIIIIMIIIIIIIIMINIMINNISIMIIII -- - .. - w_y -r _.,r_. -gyp • 1 . '" . • ,,. t k e• , ..,�,w :,.. , ,n , •, ,,r v - -.R _.._ ..._�•. ..... ... .... ..r...-.+ '�M•+-'-+_.�r�. .--+• .+ur..++ti......w-wM-y.._ . _ .�.'�.' s .hers.».. . .y ,..+�...►.�,.r.�. w... •rwr" .Iyl�r.w.r'+ awe +..".w • © O © 6 7 8 9 10 (c� ca,Tt ......e...................... ...................... ..........--.......... • ___ _ . .. _ _ _ _ __ _ 6 _._ _.___ _ __ -r._ -�..- -�O S 7 © 4>r4A6. A6.2 / ` 1 `'< CP) ` enw'r 4: P .._.; �" _ " }'---- -- - --- �.____.- i '`�.. _ �' . \J , --_-�1--- O_ - _ �0 OOPP/NANO `000„. N . , + ( VO% i__________ r © © © . © 0 1 t 1 ! I I 0 "� _ ODtpP NAND "O __ orr -- $ 0 DPP. NAND OPP .N/AN J 111 / / I T r ` L ) ) , II iiks i • l'•,' 1 b 0 j 1 • ► 1 ► a 1 - _ I i. - I i _ _ _ __ _. _ I I 1 � = v et Yiiii 6'_ 10.-10- ♦ ��-0" _ 6'-I1" -�' 6'-r _ t'-� 1 1 ' N ' i I LEASE A �aT CLR ME /ELEC. r ., n6.1 rpA t Z C 1 O ` 3051 FS is' t t ' FJ i }T Fs @' 111 N W r-.. 4 I 1 © _ 0 lr OPP HAN. P1 PI I - I O Y iv' 11 ix ci,2 ?i 1 b i - i 0 0 PIA I ' ,a , lai8 �1IN .,i 2 © 1 < 8 Z ,, .... o LIf►'-4 20'-1 1� 'a P1 1 Ack 2'-6 -4 20' -4" 1 . I �■ !!wr (Elfv. /2 IP 01 PIA M 'I �CINN �� Pi . . p IrF I PTAj0 le- 0 MI SIR MO + -- 14 �.. .. _. - 17t - --- S t A I R r PTA ► Irj_ LZ: per s-- ( A STA `' 1 W III • + b 1 .', I (al I 9 NI um01 F6 ��n Irt 1 1513kli hA n \ a•.. 11AI8s �7 '"o 14 ; �N• ' • - LEV. /1 _ 1310�:� 31'Q/��L �� 11�1 11�1� .' "IWt IPIN , i. II PTAi' �' 4 I , I t N 4; � iii , W0:0 1 ! 1.111M111111 1111=r111� z r 1 30. 0 li• R F5 ORRID 1 I �111 j !.`, '6�JANI IDR 30 F5 t 111�R .� _ '° W 0 �' E 2 '- "1 0 II ►- 4111h (1, - L A-.1\� ©©O F1 i0 S W • S � � A6.2 'r PTA I 't + - 1 (1Pf HAND) "� I '^ i"-- i 0 N / L I \ L in 1 I U a" 0 o 1 II� `t0Z IX ' f ( I I I I I I a- v - Q .- -I -I, b 'f ' di, ____ ....,__ ____ _ ____dittfli 312 FS 11 - D NTERIOR ORE AND CORRIDOR , Y SEPARATE PERMIT 1 • HANS Li" m + Ci / 11 '�_ l_ � __ _ _ _ Q 4.1i AI a. 1 , K I '-I - K - I i ' '\ \ \ � -} --} _ _ - 0 -1 ( 1,® ._____,/,--,- I s1 _ __ . Am o , o \ A6.2 fi A6 2 ' TO OPP HAND OPP. HAND O ' I_ , _ I I I ® I 4:c t O -- -- ` ilia: 1 , 1LI •www �.__._ - -- _.._ S� ` ` O _ O , O O \ ' Q O b O t OPP. HAS •Izr 9 1OPP. HAND OPP HAND O 1'T \ -4 ` I O OPP. HAND O 1 11KJ• ` � 1 t K I 1 0 i j 4 ----- --- - - - _ --- __ --r---_� __i4---l- - _ f'�/ - 0 ) .-- - OPP HAND - - DPP, HAND \ �• 1 ( I Alk A6.2 ‘ - \ A4.1 A6.( 2) A6.1 ® 1 t WALL LEGEND ( THIND FLOOR PLAN KEYNOTES IF 1/8". 1'-0' - 1 FIRE EXTINGUISHER AND CABINET MOUNT TOP 0: - FULL HEIC;11 WALLS NOTE: ALL DIMENSIONS TO CENTER I t' OF WALL UNLESS CABINET 60" A F.F SEF DETAIL 16/A6 5 ��1^- NOTED OTHERWISE 2 INSIDE FACE OF SHAFT C� `�Isj 3. DRINKING FOUNTAINS L3' ',�,,� �� 4. FACE OF STUD a I•• +s PARjtr:O+� iSTRLJCTION ;,. PROVIDE 1-HR ACCESS PANE.. • it 6 FUTURE CORRIDOR A (PIA) 1 HR FIRE TEST F.M. MP-45, 6-19-68 H (PIN) 1 HR FIRE TEST GET, 1-7-74 7. LOC# TION OF SPRINKLER RISER f - 5/8' GYP BD TYPE 'X' - 5/8' GYP. 90. TYPE 'X' 8. EDGE ')F SLAB �'�� '�� - 3 1.72' 20 GA METAL STUDS AT 1'-4' 0 C. 2 7/2' 20 GA C-T OR C---H STUDS AT 2'-0' 0 C. 9 PACE Cc BRICK - 5/8' GYP 90 TYPE 'X - 1' SHAFT LINER 10 PROVIDE 6' THICK 4'--4' w1DE x 7'-0' LONG THICKENED SLAB EDGE OF THICKENED SLAB TO DAL B. (P18) ,1 (P1J) ' HR FIRE TEST F.M. WP-45, 6-- 13-6t' ALIGN WITH FACE OF S'U° AT PERIMETER WALL. 6/3/94 - 5/8' ':,yr, B0. - 5/8' GYP. 90. TYPE "X' COORDINATE WITH MEC'4AN!CAL CONTRACTOR +DRA9.4 By - 3 1/.•' 20 GA METAL STUDS AT 1'-4' 0 C - 3 1/2' 20 GA METAL STUDS AT 1•-4" O.C. PPA. SBM - r SC*JNO BATT INSULATION (FLOORS 2 & .3 ONLY) - r SOUND BATT INSULATIJN (FLOORS 2 & 3 ONLY) -4CHECKED BY - 5/8' WATER RESISTANT GYP BO ABOVE (CEMENT -- 5/8' GYP. BD TYPE 'x BACKER BOARD BEI CW) PPA CERAMIC TILE R£V'9014 C C (PIC) Qt75irG Cf - CERAMIC TILS - 5/8' WATER RESTS GYP. BO. N ," \ - 3 1/2' 20 GA ME*AL. ;'UOS AT 1'-4' O C • 1 - 3 1/2' 20 GA METAL STUDS AT 1'-4' OC � 1 J' - 5/8' WATER RESISTANT GYP, 8D. ABOVE (CEMENT _ ( = BACKER BOARD BELOW) - CERA.V10 TILT T r O D10 M - 5/e' WATER RESISTANT GYP BCt -......•- 31/2' 20 GA 1 6 - 3' SOVNO BATT 'NSULATION (FLOORS 2 k .3 ONL.Y) • - s/A' GYP. 80.I - .. • _ t 6 ellgiltiocrtt ^ E (PIE) �},""''�T 4• ...':'.�, t - 5/8' WATER RFSIS'ANT GYP. BC' 1/47 3 1/2' 20 GA METiL STUDS AT 1'-4" UC ,Tr:trail' P~ '/ C:4) 5/8' WATER RESISTANT GYP. BC c;$.41F (PIF) CI „. -- 5/8' WATER RESISTANT GYP. BC ABOVE (CEMENT • BAER 30ARD BELOW) - 3 /7 20 G 11E7Al STUDS AT 1' 4' O C ill: Sib' WATER RESISTANT GYP 80. C (PIG) 3 cr 3/!t' GYP R1 eA) NO _..........429404�.�4 - 3 1/2' 20 GA METAL STUDS AT ' 4' 0C 5/8. CV SO PurofooD C L- LN., law - _ AS ISSUED FOR BID 711L94 J � : 1 ;i 1J94 'RIR FILMED .i'Iiitll I I .,..,.. i t. : 't r kl41 ' 11111111101 1 �PIIIII PPIIW1C11111111III MLit t 111 111111111 t I1II; - 141110"Ilk,Vr.. 04' w'#4141 n 17"-'' i 1� ,. 4111. 0 I I111N1tn1III n A n111I Atli IIIttI,IInnhn HIItIIIN WIl ' I , f . .... , , ,................ ............,..............______ IIIMMIlloMMINEMV ••••••01 .0••• ••••=mmoolammon..ma111111.01.....4111110................... •••••••... _.__ / r. O © O ® <i> 0 8 9 Q► ti = . ' 1'-r -_ s0'-o' io •-0 10'-0" . .__15'-0 • 30'-1r -____-_.__--�--- 1s.-or _ $0 -0- - ..--_ .......... iv 4 . „, 1., j AR _ TAaICK t ICK _ r lac ____T,.. ...12( t/BRICK I ' I I l31111p J 236.5-0-1-1910G 91D=r4 j ! - 1/ ? 0BLDG '41 ' I" i ij 11 G !41 ! © --.„....- -3-31.1671 MIX z4iQij 215.50' (BLOC ?sli /215 r' taus !a vs a`�C. �:• -44 ..\, TIP O I 233.00' Bl 00 240 • t id( T RICK ?30.00' 8l DG ?40 ; / '1��" II i © 219 50' (Ell ?41; ii 1 il 3 BLOC 240 242.25 (DG ?40 2111-R0' (SLOG 241 © T76, 00' ) ,soo) -- - _ __-. _ _. --�--_ . _ -. .. ___._�. _._ �_-.- _-_ S t�LOG ?41 ?? 7S SLUG ?41� o All% � 18 231 )0' BLDI? 4 t' \23t .5jpa' 240) 231.45' BLDG 240 / ® A6.5 I Imo' 115 50' `(BLDG 241) i ?31 45'_ HLDG ?40) ( 1 1 i i O ?16 45IKDG ?II) I ?15.115 BLDG ?41 O ( 0 0 7J1.43 7 I b 20 19 0 t � 11Up1 A6.4 i ,. 4 .,,,, . - -- ___ _. _- ------.�- i. - . --- _ ---- --- •------_._-.._. ._ __ --- •• • 111 I b' T RICK ® I _ ! • 238.5 BLDG 240 �' ` T238 S BLDG 240 Z► r # 'o^ ..1 223.0 BLDG 241 o , 223.0 BLDG 2413 W R D --- -� -- - ---- - -- - - - --- - -- -- -- -_- II *I _ _ ___ _ �t II'I rad t 1 6111 I A -1 f Cr I 410 . 11r-I - ----- - 4-- - - __ _______ ..__. .____ .__ - -- -- t, - ps-- - - -- - -- - - ---- - ---- _- -- ______ Ill LAii 11 Ill 1 ! W't I N 0----T -,,, i 0 1 , , e Lu LiI © 0 I � QO a , ;� O, �P I ct0N h rw V 0. 0 i i TYP> Q OIX I I I I I L a-V z Q . •- ‘i- / 1P--- 1 - ? 4 C.) 0 r/PLI V - i.-- ti 241.75 (BLDG 240) i j 262.25 (BLDG 241) 0 I L.L. r I © -_ i T L - - - - bI i 241.75 (BLDGi240 IS4.2 . 262.25 (BLDG 241) b} 238.50' (BLDG 240) © � , T ICK 10 223.00' (BLOC 241)\ , 1 A6.4238 50 (BLDG 240 t 1 . 223.00 BLOG 241 i -; • ____..4.o� I 233.20' (BLDG ?40) ( 0 ' 0 I� 0,111111111 ® 233.20' (BLDG 240) T/BRICK T/19RICK l 217.70' (BLDG 241) ( 0 I �-�• • , 217.70' (BLDG 241) i 235 OC' (BLDG 240) b 35.00' (BLDG 240) 232.75' (BLDG 240)/ 0 m 20 232.75' (BLDG 240) 219 5C' (BLDG 241) 219.50' (BLDG 241) I ! , A6.5 O217.IS (BLDG 24+ --a-..,- -- - - -_ - 217.25' (BLDG 241) I --- - --____ _ 242.25' (BLDG 240) !� % 132.90' (BLDG 240) J 232.90' (BLDG 240) 232.90' (BLDG 240) 232.90' (BLDG 240) I 226.75' (BLDG 241) I 232.90' (BLDG 240) I 232.90' (BLDG 240) ..J I tp� , T/BRICK __ 17 18 1 217.40' (BLDG 241) I 217.40' (BLDG 241) 217.40' (BLDG 241) ' 2;94.5 (BLDG 240) T/BRICK A6.5 A6.5 217.40' (BLDG 241) 2 ; 217.40' (BLDG 241) 217.40' (BLDG 241) I bt I (BLOC 241) '1 T/BRICK A4.1 ?42.25' (SLOG 740 -*"-__- - - --- - -- --- -- - t ?26.75' (BLDG 241 �' .4ii `` 50T (BLDG 24 ) } _ _ 1 235. LDG_240) ` - - __ _ fib _. _ - - -- - -- _ -- _ • NI 219. 1 T/BRICK 235.00' (BLDG 240) 3'-5"1-\ 233.00' (BLDG 240) -- �3'- 235.00' (BLDG 240) 0 219.50' (BLDG 2.'1) 217.50' (BLDG 241) 1 T/BRICK ?.33.00' (BLDG 240) 219.50' (BLDG 241) A4.1 239.5 (BLDG 240) 217 50' (BLDG 241) T/BRICK 224 (BLDG 241) ' 238.50' (BLDG240) RICK - T :RICK__ 27.3.00' (BLDG 241) 246.C_ (BLDG 240) 238.50' (BLDG 240) 230.50' (BLDG 241) 223.00' (BLDG 241) ROOF PLAN KEYNOTES - -- 1/8"- 1'-0' 1. BUILT UP ROOF 2. PRIMARY AND SECONDARY DRAIN SEE DETAIL 1/A6 4 , t 'L CD �1l<4s. ' , 3. ROOF MECHANICAL SCREEN. SEE DTI. 11/A6.' FOR FRAMING INFO -"\' ' 4. ANGLE OIAGONAL BRACE. SEE STRUCTURAL ` r3" i� NOTE 1. ELEVATIONS GIVEN AT +GOOF ARE TO TOP OF DECK 5. ROOF TOP MECHANICAL UNITS SEE MELL'HANICAL PLANS 1 UNLESS NOTED OTHERWISE 6. STAIR HATCH TO ROOF. • ! , 7. RAISED ELEVATOR ROOF. �".,;, , 4 1\ 2. PIPE VENTS AND MISC. MECHANICAL EQUIPMENT ARE `1' NOT SHOWN ON THIS PLAN COORDINATE LOCATIONS /I? o 4R`" WITH MECHANICAL. PROVIDE FLASHING AT AU. PIPE 1- V PENETRATIONS PER DETAIL 4/A6.4 AND MISC. MECH h EQUIPMENT I PER DETAIL 8/A6.4 6/3 F/1 /94 i + 3. SEE DETAIL 11/A6.4 FOR ROOF SCREEN FRAMING. DR A A -BY. l PPA/S9Q1/SL� i 4. CLASS A. 1.90 HOOF ASSEMBLY !('!�t✓f(ED B" ' A i • 4E N 90>M +ill C109�+G42 i1 DA IT ��m..y _ I 0" i ♦ Jt -; 1 • • • • I 4 , 4 . t Imialmagmene _� C' ...v.ar.1.;• v.�. "VI .11.ler$ 4111 � sillo•tr re w =•• : `vii 1 w.e.. .�t- IAr La • .r• w•t ,,. '" A `.-,+•EF T 4 A2 . 41 / x. .., CIF 4 SEQUOIA oKwr . 1e>teo 294048.04 1 o W..N1eo SE tOIA 1,I�.� tet, _ »! a _ AS ISSUED FOR BID /1/9 . AS REISSUED FOR SHELL PERMIT 7 19 /94 >H 1 3 1994 11111011.1„1 i,,,,111i1 I i .s 44 111 14 11I .1011111171\1191r11 Fli!IIIIITIIIIVIiril tPIIIIIIIIMILLI 4.0, (l1 IIIIIIIII t II-IIIIIIII illnu lnlhm main whin Holm Nllln( mill Aim nnhltt Pilm it lmiltami n(1 nn mlhm Liam '101(1(1((thidIIIII'1111 II(Ih(11(IIIIII(11 IIIIl11 mllin m In nn dl 'MIN mhm HAM mhm nniul1 • r'---- --•- - - - •. , Ank CO) L.................. .0 ® © © <61> y 8 9 1 o . L_ .._ _ PI ... .,14 ,• ._.-:--4:::;-1____.-_----5t _ -11.: VW I , 8 i z g i • ,,,, .., � ........gem. .. .rw.,.....,•NMMNIMla•a•mgmrdra..immnmssilNNPNIIIUIIEIWMIIINI!moinwwt in , a i 1 .. i - .....ir=„:". __ 0 clai '... .11111111I..WNW r--fir -moor vows.,-!'��. ��_ '�r'-vomm' wr -`fir _ .. --.._ MIP-11111110"711111). VIEW_.-.-_ - ` ., ii: ,_ -- ,___. kt - 4A:', 1" ' • 0 0 4 . - 41 i • I i A Cligh agior wy . 3, .r.': ...---.... .....- _ __ .......--........-....--., ''' . %4t4e; "40 vimfimmmwm. WMmUMMw I • 1 6 u- thh, AM -:-. .7 . 0 WI %Pili AI VIP 1 . i 10 Mt 1 EN 114.,i, I... ci,..,A .... ......_ c X p V) c 1.• cp% glb it vak..w ;L. ....„...4.) I ............,_ .) /� . ..4 �• 0 10 _ . . . _. _ L .._ _ _ -- 1.-.:- t,„, W o / h i L.___7_. _ ____...,' 7:-FF-1-711.-'::' , , 1-7-7.1".°4111„. e' .... ... ,..• t i .1:L.,: _,._ _____ _ ___. t.__ _ 4 ,.. . . . :.1...,,„..., I IL- 0 1 .. . ., , . ., ...... • tai I KJ 7 11111 . IIMI IN ,sii le to: c .. 1 12 1 i MII me i .....(741 3 2 Nip I WP %IV I IL _ TftlIFT ZJPAP iti. _4_ ,1 %IV .1 I 4( i g t 2 i .....1._....i. .11 , ...„". „.. , X 4 o a. a. X10 FLJOR A" L I iii Oa I 0 . , . , ____I ..#1 0 I k p Ark,,, s , I-iv-- , , . 0 II I I Lai V. .. IST noon ! I - A6.1 _ („.) (NI Z I J - r - T - - - - - - - -T• I - T T - Z - - - T _ - -- - - -- - - - -;.:T1 - - -- - -T I 7 r - - - -T- - T- - - - - - _ T� - .., -- T _ - O ® ® - - _. 10 E-- FW,_ W WEST ELEVATION AG.I j Q o Ct i 1/8•-1--0' 0 N 3 rCN H w A4.1 Cr U 0 10 © O 6 © O © © <1> � � Z QU -- CO' - p U 1 ,� I O I U J � - - - -- - _ ' iii SIM I , YP I •�� _ 4 -owomm CD TLBRICK h - _ I 1, I. - -_ _ _ - -- - - \ --- - _- - - _ -- �i ® T yp LC r (..) V e _ _ _ _ ..__. - - - - ,.___ • • 40,---, o 0 - ,, 0 ______,-,, _..„..„ .,.... 1---„-- ,.1--;._.--ss.,,,-.../._ - ._____ _. ,._,_-„,-._,- -_,:_-...-_,_,..- , .,..._.::- .„._,I..... - _,--,---,-. -:.-_- _ _ e ! 1 1 Z.2711I1 Awy!le I 0 . { S I 2 © _ 0T� 7, A6.2 I __ so 1 - 1 - ImiliNmmmmi• IIimitis --=r 3RO n.00n [ L . . -,.-. w. L .:• -. . __:______ ....„..: _....... . . , v.-----1...\ j 2 .„.......... _ 1 , 1r-- _____ _. , ______ ______ J ' --- - i-"". ---- ... - __ _.-- 0 --i r _ . _ = c4. . . 4 m / , , • _.1. -------...: T N P o � N , i. - __ 1 7 A:a AL _ _ ___ I I Z ! • 1 A6.1 A6.1 _ 0 L.___,...._ sa YP IL 1z iiip ....1..... 1 • Ameagm'amm.m-vs,-smeerrmsownw ijrA • 1 _71 ,, i ,, 1 ia , .,... --., 11.11 A rios 0 7 y ID 0------•Nt--- 0 . a - ___ .. I a . W . . _... _ , , ___ _ .... .__J - , _ _ _ ., _ ,. .... . ., , _ . __ _ w _ L . _ _ _ _ 1 _ - , _ _ _ , ..._ ._ ... .... _ _ , _. _.. ... __ _. ... ... _ , __ _ . _ . _ .. _ _. _ ... _ _ _ _ . 13 , (14_.-2) I � � � . ®A 13 54.2 - _ ®�L S4 2 EAST ELEVATION , 1/8'-1' ,1 0' M 54.2 A B O D . 4/110 • 0 .I (.<? , .. At".Ari it • KEYNOTES r- • ; TJBRICV _ - I I I I I T/BRICK LEGEND - -- sf,ICATJ I« _We. i 1 r . t . - I I T I I T - - -r-"- 'r 1. L UU VERED SCREEN •� T I 2. BRICK VENEER lti Of Q l , I I I I + I -------7 = __ BUILDING BASE BRICK 3. BUTT GLAZED INSULATED WINDOW 5YSrEA� �i�` _, 11 .�• _� I 1 __-- I_ I _ �_ 1 1 _ 1 1 I - - -� o _ (CLASSIC) 1' AIR SPACE, TYPICAL 4. CAP FLASHING ' DATE 5. BRICK VENEER ISOLATION JOIN T �- -- 0 1 © , a 6. LINE OF R00F Cf YON° 5/3/94 TJBRICK - W---- �� T IC►( T1'P -� ACCENT BRICK 7. OVERFLOW SCUPPER. SEE PLUMBING 774-.17071v. lL - -- �_ _. _.. , _ 1 - -- }-_ , ( N ALUMINUM DE 8. FINISH GR ADE FRONT ENTRY DOOR FPT'A,St7iV,^VN -- - - --- - -- #--L. _= _ r ® T CNF C►E.? B r, 46".7A- w-- . - L. �. - - OT 10 1' AIR SPACE BETWEEN BRICK AND SHE,%THING - - � © 0 "" -�_ .- ^� 11 ACCENT BRICK 11. 1 1/2- AIR SPACE BETWEEN BRICK AND EA THING .0 I Ell ' • }_ { � gala 12. 2 AIR SPACE BETWEEN BRICK ANO SHEA'RING , Rf Vt90� Icomok _ A d A I,.--- ©T , ;�: PAINTED Al DO PLYWOOD N BRICK ANS? SHEA • ),Dawe ;11 ‘LIP 114417 Ellia"94P .� 1/2 AIR SPACE BE NEE B CK E G :i l DA1f -= INIMEME , t flit 12 911 n 'R _ _.H ----_ L __ I 3RD FLOOR 4 71---, y4 * c .. * a _- .1---4 - .2 () cr. I PI up I -... .,111111al ILL: *---7:: 4 I . . 1r x e�3t L.::: M r----1 Ti .,.., ____ ,_ - 4 __ Mpg ;--= IL as c, -- - - --- -_-_---4 2 -- FLOOR -.4--- r- I 2, ® ,� ,a,.....0,::. . . 4 .►-� Jnr vs iiiit.;/..; ) . , { ME I_-' - _r - r � - , 1Ji!5 __ � 1�T FLOOR - I -� _ : 4 4_ _--1 - - - r- -- - v. T _ 1..- _ - _ - - - -T- T T i _ J 1 - _ T ____.. r 1 _ _a 4 L, _ e 14 %4.2 m '40.1 1lE�V1r��00 N d�p0 NORTH ELEVATION vi �.X71 (BLDG 240) SOUTH ELEVATION- OPP HAND 1/8 -0 -.1' . A* Nts 15300294048 .0 4 .14172•cri WOG 241) AS REISSUED 1-O THE CITY 9/23/94 n • • 4 `,L ! 1 3 IT)4 FILM D I II1111I 1 r; 1Oµ { , I , :,'*1� IOW11IIIIIiIIi 1 IN 4411t1 1131 1I1I1IIIIIIL4 IIIIttt�tf g► I�IIII111111111 11111111W1111 111111111111 Phil 11111111 111In1U11111111h1111111h1111111111n1 nnh14M11111 311111 li lln11 nnlnnn+11lun!HMI 11;11 ;;;II m111u 111 41111 Ohl 111111111111hr1111111111► 111111), 1 REDWOOD LN. , 6650 3 OF 5 PACIFIC CORPORATE CENTER BUP 94-0171 ( BLDG. 240 ) flr , .. , ..4-4-..-.. .•44..04•...........*4444-_ .,,,,,.,,._._ -... --_ .. ..-......,,r,,,....,.w.,.. _...ft..4-4- _,, .. ....i....'1. �, 4 • �.. 4 r .x�, , _ t�w�y""�' `...!i•.`..wiww.�w.•.«..+yr.�w..`^Ac �*V.�FM.+".�.�'.1411,4/1011.10116. "M•.r►,�MO.<'.�•�.••�• .•��.�..+ww•�...•�+�r.•,r•.r.•+..• ...•.*...«- .-.w.�y►.-«..wr•.�•.w....«..... •�.....•++w..�.►r..-.•r.�lr�••./rw».+-+w.....�a-.,. •.�,�.�•- ._-.. w. _. - it Ci ric~-,-.......swoo.i Keynotes °- -"'' . * , 1. Crncr•t• Footing - See Struchoa In 3. Conaa•t• Slot on (irod• 3. t 1/2 R�q�d Nerttneta :n8141004» I14 4. Cap Floss ks 4 r 1 S. 9r1d1 Vanier Provide erica lies at 1' 1' o r I oV dtro, • iII1 8. 1W 15 GA Gh `wWoo/tonnel e o1 I5/S4 2 p r7. Ff•sonng H /1 4. *001mClosure - See Structural ; I! 9. Comets Slat 10. Suspended Acoustical Ceding <in , 11. Suspend•c1 L■talon GA) 80:1 SON •• s 12. Steel Flax Doc* See t►arn^g Mat *I c ` 0 13. Steel Roo, Deck - See F r arr,v g Plan g 14. Contk uou, 'tent Brick VeneerShed, Ar.y• :e• 1.'rv' r,•,: 0 " I I • 1`. • 15. (No1 Used) ►.. Cbl ha O ® © 11. Steel boom See Strvctwdgg WV O ' 1 r. 6. 16 co Steel st„a>, • 16. o < < c t,.�r+ ' •, _ �w 111. R-19 Batt (,ovulation •/ Vapor Rom*, H CO p a A 244*-0. (240) j �- -- - It, Conc•ot• *Army (NIC) a i c i 246'-0. (240) .I 20. Cornnucted Structural Fla or Undhti.rpeo hoti.ro. ',., La mono-11° 230'-i' (241) a ?/BRICK 21. Prim•t•► Fdln. Drohoq• System N e 4 ell 230 do (241) " 1 '9R K e 1,/pEt)11r1ENT ; - ?2. irnish Grode • i7 � +t, - l _ - Z t ` , i 23. Fre• Drdninq Grovd Lal a ; ii 222457.: Sto.ehonf GIolinq S,r•tem I E/AR1LK _ I. I Continovi FToshinq Y •v1 +t� J,(1RlC� 1 f +k t - • 21 An94• Brou See Structural U % R1gld Insulot�on 28. Built--Up Rooting I44 t O d �. 29. G . Bd. Shiothmg i 1•_4 2'"4 30. R 11 Batt Insulation 0 01 Z i • 31. Waterproof MMntrone F32. Protection Board •�i. ®I� I 5:5 to ® 3J. Broc• - Se• Structural , 1., . 34 tower Beam 2' onQ Th,cken Stab in this Area Between Gids S ! 6 CXW i VI `nisi"' • s :44%44 �""' III y �- , il ® 3 1 i �..._ �� S4.2 ® 0 464-4,®®Al.T. r 15 0 i O _ © w•�S cv t. 235'-0- (240) i II i SIM ?SS' 0 (240) I 135' 0' (240) N• j = e S4.2 ®ALT l' '''�•,� W 21''-6' (241) T BRICK +_� 219'_6' (241) _ T/BRICK -- 219'-8' 241) _ �o T/PRICK V 'Q O ce T/woA - -' /, I i,WQ�� --+Ir_- (^� ;I :-.7.:71 , T Wall r • $ 1 1/r ii. III 1 1 1/21- 7 1 0 I 1 1/2" 4 • �O N ., P / ® �81�11aL _ .. _ �/ a. 14 L. ....1 IP 41) .7-1-5 - ; _ . L glIat ° 1 �/ 11 w. - 1111? 27 O I P __ _c) a • I. If' V :..1 ;r, • -....____ e 1. I -0 3 r ,,..)_ 11.-_ 11 r N 1 , ;g1 !.... j •l -� •�C-K _ - - �+ T1PRICK K________ tr.: U 1 1 1/2; _ �. `�� t 1/2" ;=- -� W - I 1 1/22 '•n -- -----•_---{ b) Q bl ot ) �.J o a�-._ `N�9fBR1C _ ,_r.. 0 o 81 81 25_ f _ / 1 �- (L •-� da 0 _4# m -) F.--- 1 o 0 m - a O _ m 2 a dohN. • A11.1 N • 0. A6.1 .1 _ N A6.1 it i 1 t i WV 1 `-, .�T/aRic __ _ ,j/Bei •- I a.II. 1 . 2.____ _ 13 'p \Ht Arian/1M . t 0 .. .' 54.2 ®�ALT. N o .1 .' ®®®ALT. I o N o! I 0 54.2 ALT. 216'-0' (240) ' M dv 11 ! 44 218'-0' (240) � N 11 �'�� `� 218'-0` (240) nl �,d•! ,1;rh a j: .-� 202'-!!' 241 1I -• -1-- O 202'-6' (241) bi. - ^' RICK . 0 ?02'-6' (241) io - rII • O U 1 ( ) - T t/BRICK r� ` _ .- T -- T Third Floor II 8 1 1 Z ` Third Floor '� 1 "1,1/BRICK r ' ! �.i,� T11 e4 6 ?hind door I h t 1/2" • .�.... 1 '• 14 I waRic.&__ __ ; , t • HI . w i8E1�K / C 2 I H w! �_ B/BRICK 1 1/�2 •, �/ 1?J III \ I w' r M ` ` I 1 :: 0 . , do -/ 1 _I 0 -I S ° 040; •f 474•046 o • - ' \ ! --; h N N 11 r,� =- • O I ~1I J N 11 : = I h v 1', ...'• `v + - ---: _ -.�.� -'4,Bl�cX _- - 1 ® I �-_ '� '1 ® : r -. I i i 11 0 I , ,_tl r:. s Iv - �" I • A6.1 it 1 0 o t r T�... W t N 0 l' 11 I ® 11o , • 0 1 C A6.5 ID H --ate -- (�TfBRICX e 10 " �e , 41/INICA. i :"Il54.2 , A6.1 . �'d ` N ►' 'N ' do • ' iSIAL. ` � ��_��..:....8 RICK_ I 4 � � \ 4 1S 3 M � , . � !1''S� 1 ! r 54.2 we ALT 1 j S4.2 51.2 S4.2 ALT `� I I �� 1:1... /�ICx j ! • • 205'-0' (240) , O los'-o' (240) ; N i ?os'-o' (240) ! `• / r� r e 185d'-6` (241)- - r� dh181.-6' (241) - -•a `a C -� 9 169'-6' (241) 1. fib - I -.amu----Sly 2 ' $'"'( _ _ o' s�' I�S•opnQ t'iorx I : Second Floor 11 Second Floc � y si r�'iv II `3'..R24: 1 t/2�. ® \` ® ! • i4444 :Apti)4.74E.'a -3-94 #14II r s-T r- 1:9. [ 1 12 A 97/BRICK -1FAII7fit4;.. �: 26n o T/BRICKr, �- ;1 B+� ...... e/BRICK i d 0 '� -l4 A19R1CK _ ,ti �� %�� 0 ® zs ' Zl © (D. t' �_,_ O : ?i'}� RE 9C>ti q"---' err a•• '.T. ''' 0 11 H I © `� 41) 1 :fi, s QCZ9MG t is Ani o Tdori 10: r of :An t0 ? IVP b ®Iv bb e :lf1. . •I- 4ivittst. . . al•Mr nm•• ••••• to { ; 32 _•�•�• • u ' 10 .r0.-• t _ I I NOP 9M. ! ••e•.•4.1>t, X 10 j'1 t N. Lf O Q` 191-0' (7 0) .. ~tel © 192'-0' (240) I ! 1 ® 2 191-0' (240) ® •L :�•• :�' 1 _ 1 -' 17a'-S' (1411 _ ;- 4-- d �' , .A.._____176.-6" (241) - ♦ - - ----f r 178id�_(24.11 .� �..1L�i�:t a�i>: �! r _�__ ..tas.s wr • .ert-•••• 1 d0 Y i 1' 1•1•�•1 �. 17S Floor Pint Flora First Flnar _ • . d Q �t Ncl " 1•�1,"v. ^' "-' �n ;"an ��41r ® - "i O •- IMC1 MI M Mpf�"`wc+ • s7 S t �' �10� "•D '� N, =tl-lit #z " @ I sc T - n r,� M .t' . =!1 ' I ,� 1 1 N i't. 1=11 11',11 --I�r$1- 1- e 1 1?rs1l' •111 II=I -- I - ,` ".-.f Uri I IIsi w :� . v -1 ,Is I 1 a 1 IR�II ch N-' '!s ate_ VI 1 3 20 / M €• r ® 1 --- 91EE T O _ 1 C3 � 1 1 f WALL SECTION WALL SECTION WALL SECTION1 , 4,-) 4 . 1 FIRST FLO1 , OR ENTRY 3/8'_1'-01 i., -----.--A3 _70 SECOND FLOOR ENTRY 3/s•-1'-06 1 or 1 .t01. we294048.04 VA $111.411111111194 AS ISSUED FOR BID 7 1 , te j, A$, REISSUED FOR SHELL PERMIT 7/ 19/ SEI' 1 3 1994 > . i ! LM .PAI r, 1 U't'IPI1 . . 1I MI i ,,, A,'' "1 .0 IT Is ' , ,1N tom, a 118'1111 aM 1,plot,To, :;*sa 441M , ° .., tf S •,t• '. ih .W I nl 11 11 hm 111M' nim rpRIIIIIMM1114441111110101141/11041111111101/01,10416 ___ _ _ _ ---49141111 ar...M ..M'MM',"v+'+MMY�' ..,,••.,..._...y�.—..«. ...,-..-. -r - -...-....w w•... •M •Y..�...MiM.+M -. w..w.+.YM--.....-r w..+••.... .+..y�y. wr - . .... ..-.y,•..-...-.rM'__.e �. +--* ..q.n�11w w..-.-...+U�....-..�.,+ "-•.►.w ver•....-..ter.....-. o..- ..- w.._. "."•M.'o.-'. . iA-. .�. . ""`y.y�-'.._' �ryns. ._._ � aglMwM^ .�-.'.nNww.1R�•.�..-M" •'�...'�..".' ,„~qpirr.#.W'. "'MA` / 41............,loommmullWoommemommeammariammeommoomv Ammumelmammomommamw •-•eamommummweammommiammamaamommum441441=m Amomimposempummumsuma ..wommaxamor , •• [5..._......= a. ......--zE . Fair,..7....3 !0'-a 1/4f R.O. CR"-3 Me R 0 9, x14. 4 I,',• R o ) -- _ __. 24'-•lir R.O. _ _ —--- �! i • ramob< � r I 1 -t• VI 3'- •• •••-o• 4'-10- 4,4'1..1/?- R0#O tf::.1.9.2/1...t_ I'-0' s'-0" i'-o_ 4•-10__11- f !:! - . 4'-r 4'-r s•-o• s'-o* 4_____-�__e ,�...,.._ '-f TI4 -! 1 li ! 1 1 -. .-- _ _� - si'-10 I/."Qr , ts'-1 1/4 R.V.0) —• H __ I r TI i , 11 7,-,=...mm....r 4( 6 a: ...: t of / o o, TIYrT C • a Illi I a iai k, 0 1, • CD , 0 161 Ob 1 i • f' 1. I i I - W o o r4 rSI 4, —±.—____ 1_ - - - [. ____J _ _ ._ 1 41 p W 2N �-v 1 v . oi r x 4OQ � 1P O WINDOW TYPE 0 ( WINDOW TYPE TYPE ", A 2 z WINDOW TYPE ® �'� Z WINDOW TYPE E cioWINDOW - -_ -- ~' -7741=-0 • ., ,—T-�. 1 1;4 .1.-0* W 1/4".1' .0' W 1 4 ., -0 w 1/4'•1 . o' V Z w '4* ON Z 0 iw 05 0 a--f'_ w C�Ce g4 O SON cl R' sr R0 t- 1 I._a 1/4" R.O. Q I — - - 10'-S 3/4" t 11'-10 3l4" R.O. a. ! , V 4• 1 -10 1/r...1_1:- 10 1/Y 1'-a" s'-Or c--12.-o 1/1' 2'-0 1/4;x- 5'-0" s 1/Y 2'-0 1/4� s -0" 4.-10 1/Z' O 0 �� -a 1 2" R. R 1 1 -- _ D c---17 - _ -- 1 I - -- -=, o ......Ce ii o1 . � �... ——� , , _-------- a —ins p C� 44. 0 ; I o I � o , I I, la- . I ___ _-_..� La F W TYPE WINDOW 'TYPE D *WINDOW TYPE O _WINDO 0 D I s Zz (Ar5....°)WINDOW TYPE © " WINDOW DTI.- G e _ _ — z z 1/4".,1'-0" V 1/4"-1'-0• 1/4".1.-D• >t D 1/4. 1'-0• �, 1/4"-1' 0. s � V) i O 1 0 , Z C...1.04.D % I MARK GLASS TYPE Z '•' , 0 1" INSULATED TINTED - / OF 0'4 2 1" INSULATED TINTED TEMPERED DA 7 -- -- 5 't '94 OI/4' CLEAR TEMPERED DAA*,, g r SBM/SLD Csf CxED B"' Ppb REVISION rED11p1+ o:4G D4 TE: 0 0 . t^• ... O t CPI CU ..cnvt Iwo:- a Marc.t s• • i g •11114 a. Illorn 41/1111•11/ •_ • R .r t +nK .r •�i• M/ Vi S►4EE T 1.3 A 1 A5 . 1 k OP 140 rEE . z94o4s.o� 1 Illiql 1114017 ,� ' AS ISSUED FOR 81D 7�1_ 4 Z ...________ AS REISSUED FOR SHELL PERMIT 7 19/0 SEP 131994 / . ., -r 'As. s .• .- - x. , tir r. • t 1• • 1-- 1• -----•--3 1 I. ! • M ! T �' r 1•1METRE stuns - -- lir VAL slips 4 9- R-III SAT/ INSULATION I 1 a 111.4 0110111.116/111 R-19 8ArT INSULATION I�-' -�.__.. ____. ___ 0 BUSDMN' PAPERpolPirij M� :ion -BUILDING PAPER -- � 1 OF MOM 1 ,. , rr I,:i�� .-•-_------GYPSUM SHEA(HIND , -- _ 414• `, -GrPSI►M SHEATHING8 11'-r r * / .. r NIDI P!A ERtAVEl ```r1i� ` �• WALL i1ASr111d1i WI1N e' l A►' ` \ ✓' HIGH F'EA CRAYEL �,1` • �� -- J I/,2' ME 1 Al S TUOS A 1 ------�� / ROPE WICKS ►0fR11NU 6' �' ` i - 1'-4O.C. W1fH S/e TYPE \- --- -- ---._-•_--J 1/T ME1AL STUDS A► >1/r' M wAtt 1nWAU fIASHINC NA IH 8� LAP .• 1 O.0 WI1N !f 1ommois �Z�� S/ Ef0 ` 1 , tN X' GYP BO EACH SIDE __ YPE 1�• (BY SEPARATE PERMIT) �� I •X' GYP. BD. EACH 510E / d AIM =� rSIK'AININC � � LINTEL ANGLES - GAL VD1•� `` -- -...- l IN Tfl ANat S - GAL VD �` 11---------- /��` , ..---- TRACK - --_ - itA^0 CLOSURE ` v • '� F111191 10 1/A 1Cl/ WINDOW / R If QA /Rv1 I :X 1._ 1%% - TRACK t" �- ROPE WICKS 10 EXTEND 1'-6 _ ♦ ?... ►�1�•`Gw ' •� � UP AND STAPLE TC SHEATHING DOOR I S•IS'fM) � � Ivo.�` ` WEEP PsOIES AT 24" UC LiiltAum :t ` - VEEP HOLES AT 24. O.C. 4 b • �� , �� ii/o. • !�,__�� SAncUT BRICK AS RE00 , O� A6.t INcs; 4 1p �_ `1- �i. sAwcuT BRICK A� REo'D '^ 1 • -SEALANT TAPE /�� ,• �--•-•EXTEND FLA%ONG BEYOND I�� !�� -- EXTEND FLASHING BEYONDF. --- - -- • �� -_it lit ik II M. 1 BRICK AND TRIM TO BRICK 41e-''' ✓ BRICK AND TRIM i0 BRICK / • 3/1== ' T illii..11 1 Ilia AF TER WINDOW SYS TEM IS .111 11111IIIAFTER WINDOW SYSTEM IS I • , V _ _ , SUSPENDED Eft Qv9 R LA,1 14 • 4 • ►•• INSTALLED ..4 • �'I INSTALLED �_ lam 1 �..+.��.� x/11 N ----- i •: + es - •--.., Nil/ - to GA r [I �2 __ I i}) �- - BUTT GLAZED INSULA/E0 -----(ANT �Kµ� W ; as I ' x CON i � E� GAL VD •i �• I8 CAON T,y BRAK� E CAl VD BUT 1 GLAZED INSULA TED-- -� WINDOW SYS TEM I SIM Y M' • 1.,F CHANNEL Al CONTRACTORS b CHANNEL Al CONTRACTORS l- - rt I, 2'-7 3 A STOREFRONT SYSTEM _ OPTION ATTACH TO ANGLE. DO , OPTION ATTACH 10 ANGLE. DO II, 1 C NOT PENE TRATE THROUGH NOT PEKE TNA TE THROUGH N WAIL FLASHING WALE HASHING STOR[F11CJN1 CLAIMa: SYS-rat NT GLAZING SYSTEM - STOREFRONT GLAZING SYSTEM Window Head Window mead *EXIT DOOR PIAN 4 INTERMEDIATE VERTICAL/WALL DTL. ENTRY WINDOW HEAD DETAIL. °C• 3 1 0 x 1 -o ----r--� Wf1 -D Z.." W* GYPSSJM BOARD N ! C • ----G YPSU'A BOARD N.I.C. 0,A` Z 7- - TRACK / TRACK 0 / -STJREFRONT GLAZING SYSTEM //I ��- STOREFRONT GLAZING SYSTEM �� W • 1, 2• RETURN HASHING UP AT �/ -RETURN FLASHING UP ATmosoa/4. WINDOW .AMB1'` WINDOW IAMB T--- _ 0 -GYPSUM BOARD co N • �' A_UMINUM BREAK METAL SILL '� ■I►'at- ALUMWUM BREAK METAL SILL Y "- FLASHING BY STOREFRO/;T 'rig FLASHING BY STOREFRONT 3� BAIT INSULATION w - -� �,,� • 1,1/4( TitCONTRACTOR IN MASTIC 3ED /1_ r� - CONTRACTOR 1N MASTIC BED • ' `0♦� '1 WHERE OCCURS U ct V a i 1 111M � • 4 - MBRICK VENEER "� ' ---STOREFRONT S''STEM 0QJ �1 I 0 IN I EM In 0 GA. A T TA o. er i SOL TO gRou T J E-- T cLosACK Q TACH 20 GA CLOSURE ATTACH ---•ALUMIrNw eRfAK sr+ApETU STUD TRACK WITH /10 70 STUC TRACC WITH /10VMETAL SiL . BY STORETRON' 101144 .roTEK SCREWS AT 1' 4 O.C. 7EK SCREWS AT 1'-4 O.C. • CONTRACTOR IN MAS'IC EIEC -/ I �� _1_ _ 7. 1 7----FTNI9+ GRADE 04 1�spzrA GYPSUM SHEA THING j GYPSUM SHEATHING' / P'• f... .t...........r.Neis:c --. .,, 4,4 — MEI A.. DOOR FRAME 'j/\ �` a.. SV BUILDING PAPER (- A) I _ —b.'ILOING PAPER • --METAL i J. .1� ~ I tl �• IA- -META_ DOOR FRAME a t.' • 1 I - - BRISK VENEER �' META. STUDS `/ • V , • / • ._-` W b -AR��K �tiEEQ ( I Ir-- R-19 BATT INSULATION 1I IIL`-:.'7.- �i --R-19 B,1TT INSULATION . • A 1/Z' - -METAL STUDS , 1/ _ I 6' 1' J 1/2" 6" 1 2; 3 1 2 1/2" t-- _ . . lir; / + - ---- 11 � ^_ ._ 1 1" _ -GYPSUM BOARD I -�2) /5•S At r 6 Window Sill 7 Window SillOh: StandardHead ....1 Door Jamb Q Door �o WINDOW .�iLL oA6.1 3.-1'-o' A6.1 3'=1'-0- 11%2'=1'-0" A6.1 3'-1'-0' �_�.>>�I1 1�Ta—•o0 a Z � 1111111i Ce VELEV. tilIAFT- ` O r TIF PTH �� 0 O Qr-I� FAC£ or SHAFT LINER 8. 4 . \ _s,„.._ 0 1[ . . , . . . r rI .::a or,_ i. - en 1 I 1 in 1 • i PIH j. �. •O FACE OF STUD C 0 F Cik 4l_ I - ��-- -- --- - - I DOOR WI MAGNETIC HOLDER DAN: 6/3/94 DRAok BY I . SEW/!U) POCKET DOOR ro„. ., —,772.711-7:07 PPA AEIASIIER+ WAN i WANG DAL 1 h. I O I! a 0.- � S MA f Q. i • Ft �p tt d 1 ...m..111.6eaas.owl r -•-,cr. ' ' , A , MeV A r It i ' so ., sli Ifircrium , A 6 0 1 .4# !''''''''' f,. t .q 1 . „a, AS 1111104.'.4,-,, .i.Pf,,, . ,,,,,.:: • 7 , .... , i_'' I AS REISSUED FOR SHELL �S � •' ., ��` :�i , SEP 1 3 1994 , 1, 1 II. U lI V ISI', 11111 4 `—P • k'`• iii;, 2 9 ./AI IC . grog ,. Iiia A.': ,t,".:,s.¢;io if w M i snit • • ap , ,'t" ,''t ;e Oft* IMF V,' M1- 1 Mk _c.4 7- :M 411110 '' . .A 44 • ' r rillIMPIEUM1111.1.11.111111.11111.11.11111.11111111M111.1111.1111. . _ _ Mott• •r... •-••••,••-••• --.-,w... • ,,.....r..•---,4--4,....-1.•-........ .,.w.ii..r,+.►. ......,.. _. -• rma.r.w.0l11010.-•..1.•••••• --••1r..Mir« r+.. ...,....r.... 411104......64-.,,.ro mlop..._ .dr.+ .»•....0r„41. �..,........y....._ _ ... .. ._...._ . . - poo,1 /111110.11M/010.. .ice.. 4 • aci —1��'" ``tryE4I --.--cA„uR. a. 1 YP ...... '.•..- r •. —..,�11X 1MtR }� ` _.1 • -AIR SPAR w A a 1 • f rifirio — ,-_&L(►w PA*'E11Q 5. 1 I 1 ---Of TER1(IR G'�' t10 --- - --- �, Std AtNiNt� I'UTURE GYP BO 8 - iti• ,...,,,,..„,..„. n I 1 1 1 15 t • 31 _ — ___�_.-- �_. `_ 1 ii VI i 1 { —ST.'••.E'L CCnUMI r O R- j^ SEE STRUC 1URE F U t+Jkl. Cd N ND _.. - _ _ L v 0 , ,4.114 II • ,�' NI n r ---- --- - A' Milk STA S 1E[l COl UMI --r 1 .V t � X •I r ' r SEE STRUCTU,E � r ! $� t� r I , 1'-r_L : A !i STEEL COLUMN H ,: .._ _ _ 0 Hl/IIDING PAPER - r,a I 0 1 `�� 1'-a 1/ (ELR r► SEE STRUCTURE . ' '^ = \ . 9? M I $ r AIR SPACE-- I S •/I/II// I/I. pp 0 ►I/II//// // , -- - -- - - -- F U Tt'NI C vP BU 4 I • I -- LINE OF 51 u0 ; ~ __,. a I ef , - n 1 ; BELow I •" _____ , t., ._ _ . . — - 0 6' kiETAI STuo ?.11: i., ; (Note - •I - *t 1? LaJ . 1 fa• 1• i LINE OF STUD 4710:, ! .... ` - I t.. _.. ,�_ + iI t rt>As J t 31 aE L owj ` Z , Y A %\‘`‘ 1 4� • , f t L __ / `% `/ i/ ��j �`j % j �ra..■s! 1 INSUlAfEO •nlw n :.&\‘ 44.0.--A �� L - - �- -- 7 % �r.�_ _ ' I�//"/��:�j1•��ja! i!��I,14 1°��/.�/i.I%//46 • , WINDOW SYSTEM �� • ..`� 1 1 , ,i ///�j� --{ - . -.. � •-�' CAULKING. T VP iv!� .v ��, � i I ti 1 I i w I �' 1' INSULA tiG w r �� 1 .-�-- 1• INSULATED I . ' . - wIND�w SYSTEM 1 WINDOW SYSTEM EX1. GYP, BO---- ! kg 7 ;� I D (OR J D 3) --� -- ( - - 1 t 1�T" ----CAULKING, lYP I -CAULKING, 1YP SHEATHING r, + w 1 , _a , 'r (FL*EXTERIOR GYP BO 1•.r .- W T IX V '1 .V j /` / BRICK VENEER j SHEATHING i F.... 4 . f 14 r-7 Sir a'-7 slr_ j - I :� 0. Z •— 1 * -BUILDING PAPER ' 1•-‘ - laI1 3 1 r � -• - ----- .�'-� 1�?`_ - - _ -*-----A,R $PACE ,.. 4 0 1-- I.A. ► _ N '� at 1 ,d► COLUMN DETAIL 44 WINDOW JAMB *COLUMN DETAIL DETAIL ce O E t ,/r.1•—o• 0 jj lary T T/2• i'- o• 11/2-.1.-o- T T/2'.T -o' (-4)COLUMN l; M 0 CV 1 s a. .r i Q., 0 z Q 3 t/2_ . . - + 0 ...1- 7 dede 7 :., , •,i. :w, , U 1 /. 1 / . , ;. , / :, / ,X t 1 1 , i i L0stE'_L COLUMN l ` _ t SEE STRUCTURE il .-..-i i � --------‘ii WOVIrepatarif., , II FUTURE GYP. D. i :-1 7 1 • I r I__S . o I ` 1 — - -s• METAL sru0 f' 0 ' - - 0 i . I ; s I n UNE OF STUD { r ACM STUD /, N AIR SPACE H I ; I \ r( ct BELOW 1 /110 1. .. BUILDING PAPER ' Q ` FUTURE c"o. so— /////I�////�. \ EXTERIOR GYP 80. 1 _ - -- Ni Zint,. ---- .� _ _ _ _ r _ \ _ t._r SHEATHING - r- - -T---_ _ ... W I t s TEFL COLUMN I�� - N °-+` _ - Q SEE STRUCTURE - -CAULKING. TYP N t I •�` 1 INSULATED ... :N � _• � o !I IN �WINDDw SYSTEM t- - - Th 11 . _li, _ r A"' , �� ----� \ + -t' INSULATED i _ .� I i I WINDOW SYSTEM 0 I I,, F i I • I --CAULKING, TYP V 1 f EXTERIOR GYP. BD L� SHEATHING _ -2'-7 3/1' 1 ll--- 2'-7 3/4', �` - 1 -BUILDING PAPER 5'-T 1/2 _,}c AIR SPACE 0 I 4 11: COLUMN DETAIL COLUMN DETAIL . , f _ ; 7/2"'..'? 0• N A .2 1 ire-to-OS re w1 -O i v lr:�?I A � DORS c tt allI • �� i • - C OF 010 `^ATE 1 ' role ►` neztor ,t \ I DR AVON 5Y: 'i ti ii SIN/SLC1 I0 • — - CHECKED8's' i 7.-;T^ PP s if \ -FUTURE GYP. 80. b Cr 006Si0+ f 4 N L' BRICK VENEER / STOREFRONT ENTRY SYSTEM r \ -STEEL COLUMN rtI 101 I ////�I/////. H to51Nc SEE STRUCTURE - ` i _ f o'r'- 1 L_ �— — 17� - AIR SPACE- f \ _ I F.O. /RIC_K/STOREFRONT I. r 11 p •r .I t I ElUII DING PAPER--� �� 1 L. �� { I • ~ r I -� FU TURF GYP. 8D • �j j '� `._. SH I OVi' �' I { ..._,,t__.,._.,:_____,_..,..__„.._. , '�" :f I ! •. `��` /�� 1• INSULATED / -1 -_ �` i}� \ ��/Jf//1//, WINDOW S Y51E -.i 0 ----• - ---t -------f __- ► �- - AUUCINO, TVP 1 � _.._ MftAl STUr ,. t________ . I ( .a mow.__ _-- L_..— - ---- 1 cr, I , ,v • :o." v -.ye •yer 1. ,03 ,; . , d. .7° !.V ir _ _. Pii. . a 4, i l 7 I aii A V tf11?i � /�%/ -1 - - __ t -- , ` •w. ... ..o....:moi MCAULKING, TYPICAL -EXTERIOR GYP. BD LJE OF STUD BELO `� �I� �I - 1-14;1 t •- km.-°2e . _ - 1 -- �� .s� ., ' 1' MSUTA 1f.D W!tID01M SYS TEM SHEA THING d - .-.� „ L A -BUILDING PAPER 6• METAL. STUD ` J •t. N --AIR SPACE I to-- • --- EO I-+- I .,c _ 10•-S 3Lr I'-0 1�-- _ * _M2,-r * __ 1.-41. .f 1 2'-7 L1. L 3'• 4" it 23'-I• w 3'-A• t'-7 1 r . f i______ LI .........Aczir _ e'-71r +IAI 5.-it :aA 6 . 2 Anbi i t � • OLR 1 A6.6 STC�REFRON'T ENTRY . "b • ?�R u COLUMN DETAIL �` F I y I t 7t - i - �/,.-i _o. o ►ro --- --� 411)---- 1 cs .,. . . •, „ 294048.04 s. qr K n a n AS ISSUED FOR BICC 7111 �A ; . imi - AS REISSUED FOR SHELL PERMIT 7 / 19 94 SU' 1 3 1994 MIROFlLM Ea 1' E 1 I • I 1111111111191P1111 ,I►III� � � 1111l1111114IIT �1�1� �1��i�� ,1�1��1111 r '"�`!�' �" `'�`""�` " 1"11m1n11111111 HAM 1111 MINI, 1111111111111111111111111411111111m11111 ni 1 in ' a{m int mho r - - -- -- 4011,2MilWillpfh:: _ .- -- - �tr--•7_--t + r-+ra- - � - :.: .. •-. :*�r---xriat ..:.: � -• -`•t•a_-+ •� �_�_,. _ '.ar- •.r.��r•^.z -.'"•••• -•-n-...• •••..----- '.., - ' , - - . �-...�a trG mi" .ic,:::.:. ��..� 41101 .rte /°\ 0E--- i ...AK. a- C vi / IT ACE Of *Ali PROVIDE (,i OSS Jkf Pi A'f- • - w --••----low PAINT 0R aim ----------2' HIar+ *ATER DAM �- g % _ irtfi° 0 ` W r, • . INTERSECUM -L11ElAl Pi PI � YAI�t � i Ilk • ---- EXTENSION SLEEVE AS REQ'0 EVIL/1510N SLEEVE AS Rf0'U LEAD PAN -CIONTINUOUS SEALAN1 II •may --Me U./al t a • 5 / r •••--•-NAIL,[♦ OF CRICK/ ► -- j// �' e' • o1sH - - Aw AN 11' OU CP . .�t► �Cr - -� �'-e • DISH �_ oR U Uy [TSL IA/. - z ! - - - -LEAD PAN _ lir H 01,1 ►•il►, i e' •DISH SLOPE t' ll AD PAN t -- BUILT UP ROOF ON RIGID p ----•-----METAL HO(X) - 1' s 1' t x' N �a Q # TO DRAIN PULL T UP ROOT UN RIGID 7INSULA IION 7V1 / . Sfl melts 4 O - -- -------- PRIMARY MAIN / / IN5U141ION 1� 1 / , ___ Li AD tiIEEVE Mk F4ANGI 05 4 • XI/ /Q . . . . • ►•'•�'•��•� �W ft IL\ • s'ii '�•'•� .•.•��•�•�O•�•�••••; 'el 4.. • BUIL t UP ROOF L ! x ! x �' �- I i COL 01 1 R ' (Ilk iiw___ ? _._ gg LE% ry 1 T. .....f.9 ft: • , 1k, . •'•Vy•••••••••••♦ ►•••••• �•.4► � ��•�•�•�•�•�vil•�•ii��iii i ; �„t F w Q ►� - INE JP E AO PAN '•'�s�.��•••••••••••••••••••••••• ►�•�•�•�•�•�•� t 6 e -- - -SECONDARY DRAIN , . .t. .i _ - • ♦ ••1 i••••••i•••••*i•..•• . a 2 t r ,, I I �..___ -- ROOF SUMP RECEIVER 1 V .---�- - _ Z -- --- - ROOF SUMP RI CF IVfRI \� -RIG,, INSULA ZION ��int • W •► ; -� UNDEROECK CLAMP / ! 5 /� t j. + ® ♦ \ - -- - UNDERD(CK CLAMP ME 1Al C:CK '. I ' • h I • V N o _O ' t._ _ ---- - - t o• t o 4 V �1. �•, I • _x• �rlh.; o d d 4iri P. 11107/./ -- Nt.` WEEP HOLES !4' . ' 411111 Roof Drain PlanC2'\ Primary Roof Drain riSecondary Roof Drain Pipe Penetration Detail i CX ,/2•=1'-0' .. - 3•a,'_.o• A�.4 - 3=1-o' AL 1 1/2.2...-04 %Ij Ji w - -CAP FLASHING W/ SNAP CAP FLASHING w/CONI -- ------ BUILDING PAPER OVER \-S' • 5. X N.• 5Tl ANGLE F-- FLASH:NG EACH SIDE �, r le!•ttt� CLEAT *000 Q _ 6 Mf'AL STUD • Z r-- ,t, 1w�`�. ? • .* BACKER ROD &CONT-- ------(2) ROWS #10 MACHINE --1• . 4• It • A144.1 W 44 SCREWS STAGGER �\ PROVIDE BEAD OF- PITCH PAN- - ♦ / l ♦N� b1 - ----.--..-CONT SEALANT PRSEOVIDE TOP OF / 2x W000 Q ATTACH TO STUD PIT Cm POCKET I CAP XPf.SEL ENDS v O it t I TRACK AT 24 O.C. W/ .. • - - ----MEMBRANE FLASHING OVER VERTICAL JOINT h , ^ \ L, �� Q SLOPE TO FACE OF , -S L A IR HATCH �••••••••••••••• r P.51.- •�1�•rove•ur n w-'� LiJ -------2x W000 Q ATTACH TO BRICK. • • - r� THROUGH WALL FLASHING .......A.....1.... •��0.40...411r.. ~ W 16000 TRACK AT 24. O C. ``� cc W/(2) ROWS /10 MACHINE v 16 X HO 1200 • 1'4' O.0 , -MECHANICAL EQUIPMENT ::■••■■11.11 •• ;` A - _ . ......_..4.1 QA�� N O *. } -CONT. *000 NAILER X - St*E 16/S41 FOR 0 lir 4. , 1/2. S ALAN STAGGERED M I _ - -- - \`■ 1 - % - - _ - -CONT W000 BLOCKING 61 RIGID INSULATION CONNECTION (XO CV SEALANT COUNTER FLASHING - - TA COUNTER A -METAL COU E FLASHING MC _. METAL COUNTER FLASHING SEALANT ? ' V \ MECHANICAL EQUIPMENT 1 • SCREW ANCHOR W/ NEOPRENE © RVVI �►CREEN t t �1'-D• UCr Vj// CURB - SEE MECHANICAL S� -____ - WASHER AT 12' O.C. /2 Q ^ �/0-. _ .--)�}' MDO PLYWOOD 1/2"-i • C , !Ca ■1 - -CAP FLASHING �� • ' Z .��- CAP FLASHING ■I � • Cl_QU �� CAP FlASNING - I BUIL T-UP MEMBRANE ROOF:N(, 10 x Hp 1200 • 16. 0 C Q ��i cow CLEA, C7 i I -- k' , a' x 8' x CON I -.- ��• j W000 BLOCKING ANCHOR 1 �- =■1 ;�•�.��•••••.�♦1,.._401...1..i! �'�� '� 1 SIDES 0� STAiR HATCH -�'Jr 7,\ / -CAP FLASHING 0 I - /y TO DECK - BRICK TIE • 1'-4' 0.C. BUILT-UP MEMBRANE OPENING MI III VII • • BUILT-UP ROOF ■■1 - -- -• ' -. W 16 x 56 -,\ T ---- ?5 (241C)Ani (i- I EA. WAY ■rl 410FING I i 26 ea _.. -- //. RIGID INSULATION ••l4 i -STAIR STRINGER ................... ,• U - Lida A,•, q V I ! C W 16 x 36 i��•�ANI rei,'y� _ -ONCRETE FILLED PAN 1' . 6' X STL TUBE ..•••••�••.••+1111• 1/2.. �.� • •• 3' - • �� • 1111 •�i•••• �' ��iiii• ii%��i� ; .. .� w CAP E��fe ENCS (2� � • Y ,...i• �� . ~ -•" EA SIDE OF WEB / 1111 sr•AvGL£� IV I _ Z I i/ STEEL BEAM-SEE STRUCTURAL. _ �- -L 4 r 4 x }( BRACE ME TAl DECK � yj" SHIPLAP MOO PLYWOOD �----- �--- I \�� %OA05 OVER BLDG. PAPER COORDINATE W/AIECHANICAL 1 a' _ ti FIRE SAFJNG e.\\> 1 -\ CONTRACTOR - -Q a r 9 6;�' x 9• Mt METAL STUDS _ _ BRICK VENEER - - � y /(�� // `� GYPSUM BOARD S►tEATHING �/ 4 L �- ( -S7EEl CHANNEL SEE�> Nis �' / 1<✓I / jf' H S BOLTS _ ff.A _ _ -BUILDING PAPER / i/M - ��•. \ � � STRUCTURAL P. � �� _ 6 Parapet /,. N, a Mechanical Curb 2 s Stair Hatch 1 , z.a,,_D. Q„ x 4 x 9 5 ca 6 x . , N A6.4 11/2-=1'-0' ,�� A6.4 / _.J �� y _ /12 GA x 3 BRACE Q ,.' \ / T.S. 5X5X ) '�� * • ci ///. \ STRAP / L 4 X 4 X u • MIDSPAN II W I -- L 4 • 4 r jl • Ate. 0 a� Y _ COLUM►.S O �• I - 1 of �r ` ALANT EX X 4 X 9 MCTALLA.... COUNTER FLASHING \.` O \ I y i/• , {4 ,. MDO PLYWOOD I CANT- /. / I- �i / - CAP FLASHING I.�t i // K I M1 I -6 META_ STS. 1 WOOD BLOCKING ANCHORTO \ - \ • 0 4' ES WEE HOLES • j4. 0 C At : 6,, , BUILOT CUP ROOF 1 - ----4' • 4' x E SIL. ANC.: .. l 11 L`:A GU►v A, l a x 4 X EZ3I RIGID INSULATION PITCH PAN- I •• GRIDS A. G. ! K ON_ ( yr'1�•�•�•*ow(••• PITCH POCKET \ -T �_ SEE t ft 'S4 t Iwo'••410••••••••••i I�. 1,.1.1./.. ti _�•_I ► 1111• ••ur ••1 1 �� • c.'�N' ., I \ i•.� viii. k • . . . ♦ *. . � . � . . ` �•., �i 1 ` i METAL DECK •aiii�• _J 11 �1 • �L,tt� Alq 1 -7 - /II�/ A1.4 I ♦ ♦ f 1 ` J *- 1 t • //• I -FIRE SAFING Q © $0._C- %� • C I ME T AL STUDS -GYPSUM BOARD SHEATHING !0 ROOF SCREENA6.4 _ 4/4:00:),c 7: - I I 151-0- 4?° - -- - 1" l --BUILDING PAPER e-T p *' 4....,, 11 - - , Parapet �4 ..._ _4. ORAM .. • ca1��5_� • c \ - DIAGONAL LI X 4 X X BRACE __SLOPE s...,- , ........„. ...______________-CONT -- CAP FLASHING HE�• BV OCCURS ON GRID K BETWEEN 1] 11Rt CONI WOOD NAILER C I I ; • GRIDS 5 • 6 M.1 ■■■■■�� ■1 \ QJ 4 S C�'. �---- ---- r.5. 6' X 4' X j(' rYP. 4 © 6 7 >'/fX/1/4 '► I ■■■■moi ■■■1111. BUIL T-UP MEMBRANE ROOFING 1.1 E14 i-+- - - - ----DIAGONAL L4 X 4 X ){ BRACE 1-- I ,; - - T a�/ • GRID 5 k F BETWEEN F & Grir . RIGID INSULATION =L-M�� DAA ___., REF DETAIL 10/AG 1y -- E - alexND 1200 i� �� - ,(.. ;�- � © \ � � _ ------�-- 6` GA METAL STUDS •/�-- ---T.S. COL 6' X 4' X K Tn' 0:: _t. . ...,....„..H4r.„.44- E 1.-4. 0.C. • , 1 X 8/3/94 -ME TAI COUNTER BASHING ��\ T _ _ ----16 X HD 1200 •• 16" I '� PLA 3/8 x 8 r 12 EA SIDE li 1 `---�. © MI 4 xA, 44 rn --k' O ; I W/ 3/4' DIA. H.S. BOLTS 1 Aa.4 , 0-- o --DIACONAL L4 X 4 X J� BRACE I -CANT ./_ '? , `0 pp I - - OCCURS ON GRIDS 5 k 6 ----``--L 4 X 4 X X • ALL !I- 1Ti fav ` \BE .ENGRSFk C; / I COLJS - I .J ei * r / AND ON GRID G BETWEEN I - - 16 X HD 1200 • 16. 0.0 41.., 1• c x • - MEN f -;P • •:RAV' .-.. • Q` i /� GRIDS 5 k e. _�� 1 11 _ , 245 166' BLDG 240 T IDGE / ••••••••• : ill. l !!' ONE RS M (s. - '1'229 66' (BLDG 241) „..-h- 1 A - -- ____. W000 9LOCKING ANCHOR TOgli , - - l 4 X 4 X g • ALL COLUMNS ♦1p - . 1alt4 \,_-. - -----_, -12 GA. x 3 STRAPDECK. t E tt ;? COi�O�NA*E �i • CA::. 1 ^ � A..4) � �/ j.__ OLX.T INC. w/ 4E CH AN:CAL A� UNDER J01515 TYP. ( j r•�•r•s•.. �) 23El.5' BLDG 2401 I I 1 CI OSURE Q 4 SIDES CONTRACTOR ' ALL BAY'S WELD TO 4223.0' (3100 24751" PEN HOUSE 11: - SEE RO(�prpAWING TOR ATt,'M,EACE1 . 1sT \ic., I I I I - d . sto ofO `` pi /�� ,,�� TYP 1-7- I IOC ,L7 I• -- "' I i L_ _-ROOF % II . V _ _. -�IrCH VAN IIb >4 - I �. 1 _-__• N. __ --METAL DECK I V ; Al -#-- J + E -- RIGID INSULATION � • - { DIAGONAL 11 x 4 x }{ BRACE Q 1i ! i OCCURSONK BETWE10 t 10 _ _-_.Y..- - 1 A 6 . 4 _-' J A..4 A/.4 84.f A..4 N` --------_ -_STEEL BEAM-SEE STRUCTURAL I .... o ® SIM. E_d;__- - --i .-- . L.) % 14PENTHOUSE ROOF PLAN PENTHOUSE SECTION (4ELEVATOR PENTHOUSE Q ,a SECTION 1/16•-t'-o` AL _.__ 1/19"=i-o' , ,/2-7 p' `� A6.d ` -------- _ �. o Rrlalaao LA.ow 294 '48.04 � MI:1110,411 71 jug;sem ,,,ov►r�w+ ''"' .- REISSUED TO THE CITY 9/23/94 `'E P 1 3 1994 MIRflFILMED I , r,„ ii . . ,., ,, , I m 1 ,14i 1I�I�4/1M �n��oi „Iwo ,o wir ) 41111 I IIIIIIII 1111111111 '" "' O ,MIN Au :Om mItil ttINIIIIIIIIII on 11,111111111,1111111t1 tlltlltll !Idt Nlh ___ ___ _ - -- - ----...T 1 ._.F. ......,.....___• �.�-,...... .. _..,..,....,.,..... .,_. -.r ,p.,r........p,..._....•..,,.....-. ... -.. .. .r..-....... .,r...,.....-•. .. .,.....-...-.... ..-. _........, ..r.._ .. „imp,. ....,.. .qAM••. ..... �r „......,........................._...................................... -STA�.IZER BAR bit T11EtN Ail MEMBERS 7---noon. WW sinleitillt w i �r• lift. sn�x • A/ MINA TEA .`�'. • 14 S T 11O! -- ADDI KIN AL IIANGERS AT ALL MEMBEreS NI THIN A' 1 r s 1111/C A T V •"'+"� r.....=,__. .... - .-- -- R 19 ITA 1 1 IN St,. 1 IOh --=3- :- Va-TAI �RAr to EJ�O /�ACr RI Q►. Gw ? SKl1 vi PEAIMk TER NKAE OrfrANC4I . . ,/ ••-•--•.- - - BUILDING PAPER LA II RAI 'RACING . APPROVED vERT1CAt S TRll 1II _ '� Al 12'- 0 0 C. E.A. WAr , / > IAi1M �� _- - - GYPSUM SNEADOM; CAU1ERSlOPf HANGERS If MORE THAN 1 6 OUT Of PLUMB Y -- K 11146 N�L I� is icu N / , _ --METAL STUDS w/ DOUBLE �� 1' GC gf.... �. = . .✓- S LOS AT 41r 0,c \, // / f 45 W arpsuM ,HEA/NIf40 __ ..a ....�.....��.....•- ; i MAktINp► VENlEN �__ 8 li I , �____ _ ._ -' A- �ti 4.-------' ,•./►-'- -_" Wil_______----------____._ irt LING F'AE'fN �- --RJy+ENOEL CZ1lIr�rtis ' ......Th I 00, 1 1 -7- .\ 1. • ` - Hao TRACT( UP EUR - MEEP 1+(ilE•. {/1 I j 1 .714 l I I \ G YP St/M 80/RD SUEI1 T `�r I __- . _ _ I • < b` p . ..z .. 'l I I _ A 1 ENTRIES TVP i•� rsr)in-Irg [A1/f\ s1( / .--:,��" N ``OXY mob T A8 SU �� MT�+ • A 4LI 1 (� r It.'.` ♦ -- - ` ! A► SOC ! � w �e ii?" iAW'KfSSAatt ,�``� IMATERIAL 1_ ,�•a'..,+.,.+.+ NEEP NOTES • 2'_0" 0 C ` • 8 • I /CROSS RUNNERS FIT BE-TW4ENI ,r••.\\�� \� ---3 1f? lU GA YE1AL ,�`,JL: F-i pp0I •mss• .O MAIN RUNNERS -__ el `- - THROUGHWALLfLAS►11NC ' • • 1 -4 V C _ .r IV\ : MAx AIA1N Rl1NNERS AT 4'-0' O.C. ` tX1EN0FLASHINGBf'✓OMIO � 'I \ ------CONTINUOUS SE ALAN► Q• \ \�'�_, 9�TICK sir TRI11 RACY I , 4 , •Mj V • ••• SUPPCY4 T WA TH `T? 1MRE A T i'- N \ AiTEA pI \ , c• �� \)46‘' + 0.0 OR HATH 0 HARE A 1 S'-0 F-MOl DMG SET IN CONT. \\\ `` AR:C.K I S INS f A1: U d f , O.C. EA. WAY �.�- - W N I BEAD Of ,EALANI �� - MASONRY VENEER BELOW As �+ DO TRACY 1} f11W91 • rr- -----LATERAL BRACING AT i2'-0 0 C i �'�` ()MPS f 1.00R M TN PO r10E R �A h .1._.c.,...__ -� _- - EA. NAY WAIN RUNNER TO STRUCTURE I `` AN(.NUt A T 4' 0� or)C Z t ; 2 BEGIN BRACING WITHIN 8' 0 OF - '�_. _ I PERIMETER AND l' FROM CROSS SUSPENDED EXT. GYPSUM I/? - SO(ID Gr/OU1 {'4 --RUBBER BASE AS OCCURS W �v GPPSIJM 9OAR0 N I C MEMBER BOARD SOFFIT I I CONCpE TE SLAB (� N R SECURE ALL HANGERS TO BLDG. - STRUT'LURE TRAPEZE DUCT WORK --� T t e 0 6 i i I 1 AND OTHER t ARC* OBSTRUCTIONS. --4- - 4Ai 1 _- _ 2 4 d a. C. 1 ArtO5 VERTICAL MASONRY CONTROL JOINT �Sus _nded Ceiling Exterior Gypsum Board Soffit 4 Brick at Slab Edge 5 T • . Non-Bear Partition Wall i ' ing �-- 3" C A�5 NOTE ALL CONNECTION DEVICE'S TO BE OF AN NTS 1 1/2 •1 0 A6,5 '3 -1 -o 3 ..1 -0 I ' APPROVED TYPE AND HAVE 100 CAPABILITY r- / . All W , -20 GA. 3 5/8" MTI STUDS NC V-BEARING I /"."./� TO FLOOR STRUCTURE AT 8'-0' 0.C. W/ 16 GA CLIP ANGLE �R , -- -FFULL HEIGHT WALL SEE 13/A6.5 r Lii / ' / METAL SCREWSWAT(E)A. ENC BRACING \ FOR CONN. • STRUCTURE An 0 TO BE PROVIDED WHERE DISTANCE C) A6.5 O istik„ �s5• INWALLS UORRHORIZONTAL I �- --\ BRACING BETWEEN WALLS EXCEEDS ill -- CONCRETE SLAB ON Li _ _ 8'-0' O.C. %' TYPE 'X' GYP BOARD METAL DECK ,F-- frk 8" 20 CA WE. STUDS • 1'-4' -FIRE ;APING BETWEEN I r' J ` • • ( I a !`1 A�i GYP. 80. EA. SIDE ( I O.C. At / FLUTES AS OCCURS -1� '� O 2'-0' x 20 GA. TRACK W/ SCREW N , BETWEEN ,101ST ANDAT EACH 3J¢' 10GA MTL. STUDS •I'-4' BENT Q 1/4" w I ;76i.. O N101ST AT EACH BRACE { O.G. W/�' TYPE 'X' GYP. F'� ,,I ,•�„`� �---3 > METAL S1UDS 4 „Ill •UND CON1ROL INSULAT10N SEE PLAN BOARD EA. SIDE _ ��Plirt12114 U1 \� �` -6" METAL STUDS VOH CORRIDOR WIDTHCh PIM ' _ _ -1-11N51/8°F. LINE ( DEpC AS OCCURS _ �`� �/ • - I • ( SUSP ACOUSTICAL CEILING - 1 S/8" METAL STUDS STRUCTURAL STUDS EX'ENO Z TO STRUCTURE ABOVE •TTOM TRA(�(IFINISH - ril I �' �I -STEEL AM SEE PLAN It 0oR aero As cLLEo our oN --#1A OOR NA TH PO R DRIVEN ,, - 3 t/2' METAL STUDS I •" I J 'meq4► ANCHORS AT 4 -0 0 C. �� dol REFLECTED CEILING PLANS 6- 'R,.CK vil U - F-� • � ,,• i--CON T. SEALANT CK-3 0 / -CONCRE TE SL AB r__--- -i Vu'RE O SUDS WA TD1iE TYPE $ ,I ` __ - I" GYPSUM SHAFT LINER ` 1 ` L an V `I- � 4/1b i ! 'S' SCREWS A T 5.-7 O.C. CONCRETE SLAB , 9JSVENDED EX/ GYP a I / -2 1/2" "L' OR 'H" STUDS �`, \\ 80. SOFFIT ' a. hI alk 1----GYPSUM BOARD S. CONT. SEALANT AND !/8" I, / _Nt BAGGER ROO 1/ ►. S. - -- - --- SUSPENDED CEILING WHERE OCCURS Z /' 0 f Non-Bearing Corridor Wall at Floor ROOM WALL e Typ. Cane-Hour Corridor 9 Shaft ,o Er�tr�Soffit t A .S3 -1'-o' (:-/ TOILET 5 3"a1'--0' A6.5 1/2'=1'-0' 1 1/2'=1'-0" I I/2'-1'-C' V -- -6' MIL. STUD . ..1- FIRE SAFING AT RATED IYALLS 1. • ::: :::ING G PA6.5 • 1 J q __ . 'WAS METAL DECK AS OCCURS ........ � � �/ LLJ 1111 --COLUMN SEE STRUCTURALC----,; I _�_�• 8' HIGH PEA GRAVEL /• 0 ` I ' rWALL FLASHING WITH 8" LAP0 d DEFLECTIONSPACE (00 /111! W ;,�111� -ROPE WICKS TO EXTEND 1.--6' NOT FASTEN STUDS OR GYP. it AcaUS 5 J4ANT3J�• MfTAISTU05W/ ys �� A STAPLE TO SHEATHINGBD. TORUNNER) - ir- ' gp7OFSTRUC• �Li/ TYPE 'X' GYP. BOARD �- •� PARTIT)oN y) ...j 1•- �• -�- - AS SCHEDULED 1/2" DEFLECTION STEEL LEDGERC___....-----'Dil,.......,`1 � u I SPACE M ANGLE -LINTEL ANGLES - GAL VD ii, ! f BRICK VENEER i�I" MIN �`�` G� 01`I `� `/�.�� 1 ` WEEP H(xES AT 2' U" O.C. % 1,41.--4 1 CONT 18 GA METAL PLATE rY �...... ••.... 4 4:2 I �a 314' _ �� ;0.C. ST D t0 DECK • ?'-0' • �j I ��-� C...........--..../ =�� ► - SAWCUTBRICKASREO'D �j SNIGGERED • /oJ 1 �" METAL \�\�� `��'��` `� IP:AI1 HII�,•." ,••,/ EXTEND FLASHING BEYOND -- --ACOUSTICAL 5EALANT �,`'�'•,','�' •'11`,•� STUDS‘1°*41 i , 1- ` t • `1044i 1. BRICK AND TRIM TO BRICK 2 �, 1 ,A ;o,LI,�• • Al - �P / I •� �` AFTER BRICK 1S INSTALLED FASTEN RUNNER f0 PLATE • C. •' ' . r , 3j¢ METAL STUDS W/�' (r ` . -_^A _ 11 lc .` % TYPE 'X' GYP. BOARD EA. 11 • Q� / SIDE ►\� , 2'-0 0 C a�6 SHAFTWALL AS -- SUSP C.G OR GYP C. ils .• ' �r COMP. FILLER I �� V 191 SCHEDULED �� WI/ERE OCCURSC L , tI 1 � J RUNNER 5, 9' CYP 80 '�`'• ��1�\\ TYpE 'X `')' jjj�_.- z /y,.• „•..i4... BACKER R00 AND SEALANT - OUND BATT lNSULA110N SHAFTWALL `� I + " ;`""`` HERE OCCURS L= I AS SCHEDULED ease SEE 'C►'EDUL E S -^ I ►� TOP OF Su1B L . i•�; F F MArL SEE i :iirsi‘c:4 • SCHEDULE rft> -. - ACDNS SEALANT -Ifite. ;O Oh FURRING AT COLUMN ,� BRICK/LEDGI�R ANGLE *gyp. Bd. Partition Metal De�;�. ,a GYP BD SHAFTIIVALL ,5 GYP BD PARTITION �Att 1/? =1'-0' 3 �1 -0 3"=1' 0" A6.5 PIAN AT T INTERSECTION S-1'-G' A A6.5 rte,. i3/ga i --T-- I � �, 1 -- - -__--T S. COL 4 X 6 x )E DAAwi,, BY i T.S. COL. 6 X 4 X J� / --EDGE Of WALL ABOVE __- CONT SE'LANT & BACYEA 3y ! - -T.S. COL. 6 X 4 X I # • x y°V 1'-3 1/? / I Et � -R� z 4 x y{ ECxED 0Y- 16. 0 -r-- --''' -N• MDO SHIPLAP PLYWOOD -- 6" METAL STUDS0i� _ 4CC-----LINE OF MECH. SCREEN ABM .li V �. 1111i101. 5- x 6 xjE A0 • I 1 = WEEP HOLES`• 2RO�OEC I I -J¢' M00 PLYWOOD OVER I'._8 �� !_ I - �4ErS'?N • BUILDING PAPER l ►� F' METAL S'...S PROVIDE 11 c�Zp, ' /ADO SHIPLAP PL YWOOO0Illa p PARTITION OVER BUILDING PAPER --- /WE L T WEEP '+DIES ?'-0' 0 C. j / DA"!: 6' METAL_ STUDS w EPS 1 --) I \ ti ` \' -SEALANT ! PACKER RC1C1 r DAT '---- SCHEDULED j/" /- 20 GA RUNNER , --� ;I EXTEND F�A$aHTNG UP WAL1 ,�,01 MJN 4" AT 10P A BOT BATT INSULATION 0 I 7 c--22 ' -1 10 A6.4 A,FrAL CAP FLASHING BELOW I 1 I 5/8• TYPE 'x' GYP1 t A6.4 + - - . .. ni _____,,' 1 !/ Ea AT TOP, HOT, I J I / .4 �/ % /� i-' ° r' SI • BACK OF J -� 8 ow --CA LAS►+:NC BELOWCID I [.../8" RUNNER* 111 - I _ r � • AT TOP �! BOT '/ % F.O. • _ 0---\ �� 1 cr, a- 1 5 STUDS % Y STUD ill \� � --SEALANT T M. SLOPE TO I , , I I • ; AT EA SIDE "till/ ( �j/I�/��A. I�/ %��Y/. i \ FACE OF BRICK TYP. �_, Ili -L • 2•-0• (x � • j t • ........•.......•......,.,...•...9 MAXI BLDG. PAPER OVER EXT GYP „�• _ -SEALANT TYP. SLOPE 10 - --- -BRICK SOLDIER COURSE •\ o - , SHEATHING i 1\\\ FACE Of BRICK TYP. �/ ` I ��'` wl...- �•► - RECESSED OR i MENT r0 ,4 AMr . v A / rii>A11,V r'•y/ . .� .,.� • .,.a,.. %., A I_ SENIREC ED W/BACKER ROD - • ...n"1Q' CONTINUOUS SEALANT TYT' / ` to "'� "� '*�' 44 rOlfi -BUILDING PAPER OVER EXT V1 J- -� --- -- ` - SEALANT BACK P 4x1 i J 6.4 1/4' �EAF J �` y` --- BRICK VENEER GYP. SHEATHING A® �� SEALA BRICK ! ER R ,S*f • r.-, EDGE OF SOtOIER ----BUILDING PAPER OVER EXT 1` -- 8" METAL STUDS �\ `\ CONNECT C7 �-- ---- 20 GA S1UU _-.. 1''8" COURSE ABOVE -� R' \ GYP. SHEATHING A.,, \ t) _ ' ___ 0 ' - -E(T GYP SHEA ,NGAEA 901 6' METAL STUDS ```````` 1 ifi - - MOO SHIPLAP Pt YNOOD - - ►` - --- 1v\. I P.1aEl - -BRI(;!( VENEER0 OVER BUILD 4Ch' MDC) SHIPL�APfPt�� OVER BUILDING PAPER • . 5 Q ME TAI STUDS A f II. AM FIRE EXTINGUISHER CABINET PARAPET DETAIL ^ PARAPET/ROOF SCREEN JUCT1ON _1PARAPET CORNER io PARAPET/BRICK SCREEN JUNCTION, i 1• - 3'•1'-O' . .o I 1/2•-I' 0" 1 1/2 1'- O' A 5 1 1/ o .�. I 1 .2.... 1•_• F 11110411001:11.a.NM ..K1F1 1•10 i ow Nom puto sal as or ii1 294048.04 II0U 11A vla41a1r„'Kase auP 11.41MIII DDI. 1). D F _ AS ISSUEGR BID 7�194 emomommwom AS RE §SUED FOR SHELL PERMIT 7 ./ 1 /94 t ` N, 1 3 1994 MIR11FILMED, . rim I 1 i IIIII ,1II0IIIIslip} IIIIIIil1i II111IttIl ,iii0 .4. III ,oIIIp III , IIIIitliIi OM 1111111 On IIIMIRM111111111 1111114111111111111 11111111nnI1111I1111I1111111111111111111111111111111.Ih141111811111 '1' 141 11411118M utto 8 6 8481 REDWOOD LN . , 6650 4 OF 5 PACIFIC CORPORATE CENTER BUP 94-0171 ( BLDG. 240 ) . . , magamiNNimisammanamilimmiaminswilimmiimirminffinimagainiaminiNil ' .. <.. ........ ••h+....,�,_,,.^ ..,,.. _«_._ .....*_...—......... — K ,,,.,,.,w..,...rw,..�...^+ .w«.-..�w,,..,,.•w.r+.«•w�.• +..r.i�t..y...gr..,w.,,�.,«+..w..wr ..,.-- •1,• ,. .«.. ,. ....... .r .-. —•.-y.r • r «Mw - w .. .• ,.. ►, .. MIS .. b, lG° .Wd milAktok F 4 vb "Iry rote,irmimariorammiimp,,.,■..':,II --,Y0{ �s r �,�.. . _-•�....1 L_ ►�o x cMAr+ _ _ s11/11/41/14 �Mor Drat wr I ` F. . --II At cY SSW IMUc OR w T • '/ e _ ... -EXT GYP °.NFAfHING � t X f GYP S►If A THING _ �1001pUT ♦ ANCHOR Pf1i - .� '/�r� ` - rrjUp. IMAl1 �lI f�10 Ali � ' YAMU, RE'COMMENDA I IONS �� I/ 11 1`-11 1 1 - THRUUWI WAIL fIASHING WITFI , ► Ell T ft r LAP _._._.. _jam` --��.i.. -. • -c iv AH;ION JOIN f cowl IMM , - r �► alto dt N w. Ill�r T -. � (NEW AP i , ��. / -� ..� .. `� W --THOUGH WALL FLASHING INOUGH WALL FIASMING /Alx Al GU 1 TER , •�� / �_ .M n rill. R� war TO MOO r_ �� V �— FREE DRAININ(: GRANUl�1R ' NR TN J• OVERLAP ' W1fN •J- l)VERIAP - AK+ S/A/11 tp C.—__.:7 [.-- 1Hi ! 11 `-►►�IpU01 W�u ►L A SHINC �� RV ` It IN TN 3• 01�fitAF' 1''• //2- \ // 4AfFRIAI — I till 1 ► SM/�/NM16 ` --- �l _ E ` � GRAVEI BACKFtII \ CONCRETE RETAINING ! CCWCAf TE RETAINING *Al lTII nEJA1ttA MrMP'•m._astorki• 8 + iti �t 1 * \_ _ • • 0:: LaI�� , � 7WALL � ! � / ,�,--� � _ • r �fac ,f ! (\\�� / fle Vf...:„.4,..,04, , V '..H:::, , ;.".-' .7.- ' -..- I r- •- =- 01, �fil ) eAarM •ou ♦ lJII.AM v'f• V •� a • v I�. . p M A TERPROOI MEM9RANE WA T RPR00F MEMBRANE ) ` iti10. , IC:f.- V- at t .t. \\:' . . . . . . _ . .• i l I � .. � -A or VN 1 ' --I 14:-7.! I -:1 I I I 7 rle a 1` I h V • •.S4.3• ..%. s 6. . 4 !? '. ---i .I � '' I .. _.. , ` 1 `1_` 1 D D e _Li v • P t.T.. • _11:7..r '=r l° :� � r11EE DRAINING alteMnAR 2'-II. �(K 4 I III _ ,__ I - ==��I--- _ 2 1- `7 ,W a N •'0• a ►�j, wTERIAI I �- • • -., • V ': ? a V • !y _ # I __ . III -- Q • ''-A• �T� irl �• --PROTECTION BOARD - ' * ii { D V N _ -_ _ .-J.. .. _ .. _ ..• CRAWL BAC/WELL a ! • • 1 •�� •��! '> D r Z • __,�r l PRO TfC1ION BOARU I ;cv ,4 • . • PROTECTI(N4 fIfOARD , . - _ '�d•►raj t=• — f�RolErTION HOARD v e i i W ,u� -... ♦ •1► wA TERPROOf �IiA1BRANE - a .- 1 ' V • ` ---WATERPROOF 1,1.1/BRANE • • �sT': • p .10 `--GRAVEL BACKFILLa:7 AZ "ft ei vi ----GRAVEL s-KF ILL � � � t8 L @EXPANSIQN/RFCESS. WALK-OFF DTL. © EXPANSION DETAIL WALL/FOUNDATION DETAIL *WALL/FOUNDATION DETAIL *WALL AT WALK OFF MAT t�'2._�'-0• cili, 1 1,/2•-1�-0` A a , ,/2'-1'-0• ,/2•_1 -0'. 3...1. _,.,• / CX 1 W z UN Z 0 1 t P 1 H WA,. WHERE OCCURS- 1 (DW Pr oc r x ,-)1 BENT STEEL P SECURE TO WALL w 1 a Q • . BrssETr� Z ! CL 0_ Q yl • Ma EXPANSION SHIELD /t1 1'-0. 0 C. MAX I V WCLDED TO SEPARATOR J + BEAMS AS OCCURS 0 I —W i r-- r�UOR L.'NE ! 0 i TYP) Q I } `-•)1- X 2- SIDE RAIL TYP.---� N• • RUNGS. PLUG A. , • HELD TO SIDE RAILS I I AT 1'-0. OC TYPICAL - I-- ° , 1- L 6-X2)6"X%- (GAL V.) • BOLTED TO RAILS [/... W/2 '%' • BOL TS & NUTS. SECURE TO o FLOOR W/ )4• • • J l M. BOLTS SET IN LIJ EXPANSION SHIELDS Q (TYPICAL) ° }— ELEVATOR PIT FLR LINE L 0 i w • • //1 6 ELEVATOR PIT LADDER SCALE 3/4-=!'-0-T i j '\`c54-1) Apt(/ � /i L173111 or tRikiNS FL J17.0 i ti' If -or (1F�. } DATE: 6/3/94 Si_D, C 1.% (ED a' POA - e•• REVISION Iaa 0 i CLED4 now 09NG ` iv if DATE: I ,,......_....L.......0, , .1, m Ir rD O w rt , • s 1 N N. • O D •w• -, wwwones at= Ar.. J a awe. w v • VI +ro ir •. . lD A 46 . 6 . 1 cY e JOB NO i 't '- .'" 294 ') 4P 04 :. - : , i WM.,' AMONME•mmloolmumernminiMplIMP MMIrem.11.11111•11•••=1•111111PONIMINIMINI ••••••••••••=11 - AS ac.iti.S...L.) FOR BIZA.709 9ipir AS REISSUED FOR SHE'D. PERMIT -/ _I 131994 i ;:!41k:ii:1 . asailLIVI. CI I . .. V III • II/III �I��IIIi .+ > � .t, �I i Iwo.i>h ..**4 RriR /MC OS •,'. , .* *411P IMM „ *III:fil% u I. • 4 , y . 44 - ., _ - ° , ,� L.-A 4.4 -,f. Paw- biiiAirrli� ,,"4"-w',.. ABBREAATIONS o A• AIrCf9OR VA 1 no FLA I OAR OC ON CEN TER 44. ASK !<� �0� ►7N f�iSNiD 00 WtS10f DIAAIE TERY/ AinRNAVC Flft FLOOR OF OUTSIDE FACE L.=..H."--b--0-0-1:: '4w ALANi____N TN FIELD NAILING ON OPPOSITE HAND AbOO D PYX FACE OF CONCRE Tf OPNG OPENING AMR** Tf i1)11 FACE OF 11ASONR► OVND ObERHEAD , I li�'1 AAC>}pIE�CTIIRAI FUS TACE Oi Sru05• A I FND FOUNDA TION a PLATEU1. fT FfET/1<OOT Pl YN ) PLYIM000I al Z s)TTa1 FiGFOOTINGPSPWR STRIP~ IDOLIPART ALMAPSTPOUNDS PER SQUARE FOOT •• NTrN GAUGI PSlPOUNDS PER SQUARE INCH , RN �� 11lJfl.OMG GAl V GAlVANIIE0 P T PRESSURE TREATED MAlONFNr Q, , out BLOCK ,� la • 1.f § »� GEN GENERAL i, MARMOT' UNITS SPALL S► MAI n ►HOLLOW CONCRETE UNITS. Mot 3o/so w G GRE! GLU LAN BEA. REF REFERENCE al (� (lPQltt>EiOHr) CONFORMING TO THE REQUIREMENTS or $ASC STANDARD 24-4 r ' • DOT? CRAM' RE1NF REINFORCING MIO ASTM CSO Au. MASONRY SMALL D(WMiZOs A MINIMUM ?B--DAT YOi TQM REO REQUIRED 001/Mr[SSfWE STREWN FY' of 1600 P . MASONRY HANI►! SHALL NOT K GR DISTAL/ED /RILL TO ATTAR/TIRO THE IMAM 23-DAY STRENGTH HALL I �ARfNG HOR HEADER REV REVISION THICKNESS SMALL S[ AS !NOM ON PLAIN& IIGR HANGER Rti POUCH OPENING La w w«,i 4g 1 w CGwTiIOL JOINT HORIZ HORIIONTAIMITER ?. NO. WC STANDARDS gMORTAR-20 ANDA REINFORCED MORTAR SHALL r[ rrr(MASONRY SliAu. CONFORM os, Mn+ A IF LINEHS HEADED STUD SCH SCHEDULE 2 E53f11 STRENGTH a t5oo PST Al tat OATS. W I CJ N Li a.. HSH HIGH STRENGTH BOL r SH TG SIM SHEATHING SIMILAR .0111CM) G�OMCJ�TN: MASONRY UNIT HVAC HE A 1ING,, VEN TILA l ION ANO AIR CONDITIONING MORTAR SMALL NT AIDED Sr MROHANICAI ,ATOMS AMO PIICPC>IrT1C h Br OM COLUMNSLY SHORN LEG VERTICAL A.-CURATE IEA9INEMENT ACCORDING TO LAIC TAKE NO. IL A. 9401E. ; �� COMK CI�MC E:TE 10 INSIDE DIMENSION SPA SPACES SPECIFICATIONMEASUREMENT Mu NOT S[ ALLOWED. SWI CCONNECTIONIF INSIDE FACE SPEC 4. AocR(oAtE FOR MASONRY MORTAR SHALL CONFORM TO ASTM n� AND WCU ` COW J1 CONSTRIXTION JOINT INSUI INSULATION STACG STAGGERED STANDARDS Na 24-?t. CONY CONTINUOUS INT iNTERI($ 5TD STANDARD a HR0UT FOR REINFORCED MASONRY SHALL o01/OIMI TO ,IBC STANDARDS No. COOR� COOROINATf STIFF STIFFENER 24-25, WITH A 25.-DAY COYPNSSNK UTO*TM OF 2300 PSI. X Z 8 . CU H COM ,1ST JOIST 5. AOGNEOArE TC't GROUT FOR MASON Y MALL OVIFORM to ASTM C40 AND CTR am TER JT JOINT TSB TOP AND SOT TOM tBc %TmOAAOS NO. 24-2. T/ TOP OF NI ��NMEYrNAAS) LB LAG BOLT THK THICIC(NFSS) 7 SPECIAL INSPECTION Or N.Vsdrrr nal M PAID calf AND ►ROVIDED PY ME Et DIE DOUBLE LL L f VE LOAD OWIEA FOR THIS s TIRIC T1MIE. TL TOTAL LOAD Lail Z r 08A DEFORMED BAR ANCHOR LLV LONG LEG VERTICAL TN TOE NAIL a COMPLY WITH UNC SEcrlaNs 2404 AND 2405 - CONSTRUCTION I1EQUIRE>IIENTS W DOUQ..AS FIR LONGIT LONGITUDINAL TOF TOP OF FO071NG '� awn' '* VC MASONRY. Nit DF DIA/11 DIAMETER lP LORrP01NT TOS TOP OF STEEL P. Au REti81O1CyN0 FOR MASONRY WALLS SHALL BE GRADE 00 COIEORMPEG TO V�� Z DIAL 4 DIAPHRAGM LIMO UGHTWE1GH1 CONCRETE TOW TOP Of WALL ALL PROVISOS Cs CONCRETE REINFORCING SECTION AMOK DIM DIMENSION TRANSV TRANSVERSE 10. PRov!O( NdRIIDNTAI GOND BEAMS AT 4'-0' aC WITH 2-0 CONTINUOUS. Li� OA OL DEAD LOAD MAS MASONRY TS TUBE STEEL UNLESS NOTED OTHERS,' ON THE DRAWBNOO y I,,.- V DO ()Irv) MAtL MAX MATERIAL MAXIMUM TVP TYPICAL OH 1t. RERIFOAO[MDNT PLACED PE P0N1) RAMS SILL SE LAPPED A MIIIIMUM OF 40 412D <CoCy DP BM DIAMETERS AT VEXES PRONOE COMER OARS OF EQUIVALENT SIZE 0 Dom, me MACHINE BOLT UNO UNLESS NOTED OTHERWISE LAPPED .10 BM DIAMETERS AT OMER! Alp idTERNCTTOdS OF WALLS. DM DRAWING MECHsl. MECHANICAL U/S UNDERSIDE L*51SS NOTED OTHERWISE ON ORAWINOI OSS DOWELS MFGR MIN MANUFACTURER MiNiMUM VERT VERTICAL ;2 EXCEPT AS on:DtWli[ sow. IffPEFDRLE AROAROUND �ENINOS WITH: ,. EA EACHYr - ?-/6 X OPENING MTh Plus 4'-0' AT HH[J11, Q RISC MISCELLANEOUS - t-05 x commaNFJONT PUPS 4'•-0' AT EACH ONO EF EACH FACE EXTERIOR INSULA TION FINISH SYSTEM MK MARK */ WITH W1000 ii M CONCRETE ELEMENTS SIAPPOHR TINGIMASONRY WALLS. LAVED DOWELS iD MAT ... ITS NO CH SLTE AND LOCATION CrOF VERTICAL NASCENT REJNFORCE]IENT. IAP 0 O Q Div ELEVATION NICNONOT IN CONTRACTNW/O WITH OUT DOWELS AND VERTICAL REINFORCEMENT 4e BM DIAMETERS R[P� F1FCT EIECTRICAI NO. NUMi ER WWF WELDED WIRE FABRIC t4. PROVIDE ENR POSITiOEM FOR ALL VERTICAL IIEBIDRCNNG. 0�PPa "�// EN EDGE NAILw,,,, EQ EQUAL N TS NOT TO SCALE IS PROTEC r ALL MASONRY u NiTS, S TOPED AND ERECTED AT fro SITE. FAUN THE EXIST EXISTING Q WENT!: EXP JT E>r�AHSION JOINT STRUCTURAL STE21 U P EXT EXTERIOR I. STRUCTURAL STEEL ROLLED SHAPE! AND PLATES SHALL XINFLPQH TO ASTM Q 1 A36 AND ASTM A572 (F.-sO KSI) AT WNW RESISTIVE FRAME COLUMNS. a IWNCA TICS 2. STIRICTURAL STEEL PIPE SHALL COEGORM TO ASTM A3.1. rot' F OR S. GRADEI S OR ASTM A501. MILL TEST REPORTS F001 THE ST!.E. PIPE SHALL OF . . I. TIT' N ?UTA`r iNOT.RNATION AW FOLNDATiOI ":!'ICO ARE BASED ON A 'WRITTED FOR APPROVAL. 104 Y F-it .0..4) BY GEOENCINEERS GENERAL I t• STRUCTURAL NOTES CANSL�''ANTS. REPORT DATED .1, »I. THEOFOTICHNtCONTRACTOR SHALL 3. STRUCTURAL STEEL TUBING 9441 CO TORP TO ASiW AS00. GRADE B (FY PEAFLVUH 'WM.ATOIS, TOOTING CONSTPUCTIGN, AUC PREPARATION OF THE 45 1(31).). W i 7.1SAMPANUNDER THE SLAB ON GRADE M ACCORDANCE WITH THE -J DONN CRITERIA RNODIAMENDATTOIS CONTAINED P1 TIE GEOTECHNICAL REPORT AND ME 4. ANCHOR NOL TS SHALL CONFORM TO ASTM A307. UWLESS NOTED OTHERWISE. . PROJECT SP':DIFiCAnGNi a sTSUCTU1tAI STETLI DETAIL/NC FABRICATION AND ETtECTui SHALL COIFptM © I TAOWR>WIMHO SLHaDPE9 COM MN tAyTING/ SURDAS ONE WITH AMENDMENTS 2. PW.PEG SHALL HEFT THE REOOWIFNDATONS OF THE CXOTEOSICAL REPORT TO THE A,-!i; 'SPECDiCATiON FOIL THE DE'S10N. FABRICATION AND ERECTION OF WCICATED ADO*. STRUCTURAL STEEL FIR BUTAINOS 1.75 EDiT/Od ANO AMENDMENTS, AND W 2. URAVRY LAC LOANS THE RISC "CODE OF STANDARD PRACTICE FOR STEEL BURDIIGS AND BRIOCES,' i 3. FOUNDATION CONDITIONS NOTED LURING COISTIIUCTION. WHICH DARER 1505 EDITION AND •JEii4ENTS ROM tS PSF FROM TWO/ DESCRIED IN THE OEOTECHNiCAL REPORT SHALL OE REPORTED [ , (PIRA SUSS-UPI M ACCORDANCE NET( till RSC APPENDIX 04 23) TO TiE STRUCTURAL ENGINEER ANO/OR THE OEOTt`tliglCA. t74Q5 CER N. WIELDING SHALL CONFORM TO THE AMERICAN MELDING SOCIETY STANDARD , wv OETOf( FURTHER CONSTRUCTION SERI iS ATTEMPTED. G D1 1--BO ELECTRODES FOR SHOP AND F1t10 WIELDS SHALL CONFORM TO ASTMN v' FLOCKS) A233, CLASS E7OXOL s. < "F r1P M PLUS 20 PSi< PARTITION LOAD 4. CONTRACTOR PMl PROVIDE FOR 0E VATTING Of ExCAVA.TIONS FROM EITHER DOT FACTLFES AND COPJRDORS. . . . . 100 PN SURFACE. GROUND, OA 'IEEPAE WAIER. 7. 9601.ICING OF STRUCTURAL STEEL MINBERS WHERE NOT DETAILED ON THE 1 312SIM CONTRACT (*ORIENTS IS PROHINTE) WITHOUT THE MooAPPROVAL OF THE LI, S- ALL ABMOCFD COOTNO& UTiUTE'S, ETC., THAT INTERFERE WITH NEW STRUCTURAL .MOWER AS TO LOCATION. TYPE OF SPPLicr AND CONNECTION OFFICE Oua0/1P CONSTRUCT;CH ALL OE REMOHD. TO BE NAME. SH S SIE ZONE . . . ] 0 1NPHRTMCE FACTOR I I0 0 UTE PFEPPMAntly AND oVE1r£XCAVATfd4/IIECOMPACTIGV OF SOILS SHALL BF a HEADED CONCRETE ANCHORS SHALL BE NELSON HEADED CONCRETE Z OJlDMS TYPE Thr (STEER :1011) 1? PERFORMED IN RECOMMENDATIONS ACCORDANCE WITH RECORATIONS PRESENTED THE ANCHORS (OR APPROtED EQUAL). AND SHALL CONFORM TO ASTM A100. SOILS REPORT IMYERE?/CE) ABOVE MOORS SHAU BE AL'MCNNATiCALLY ETC MELDED MTH SA LE STUD 4. MC MELDING EQUIPMENT IN THE SHOP OR 54 THE FIELD. WELDING SHALL BE iN 7. CONTRACTOR SHALL PROVIDE FT-1 UESECIE AND PESTMIATId1 OF Ali ACCORDANCE MIX THE RECOMMENDATIONS OF THE NELSON STUL1 gELDiNG ASIC OMIT` SPEED BO LPN C►iIMP5. SHEATHING, AND SH+L RING, RE OLThIL) TO SM i I Y RE TARN THE EARTH ODPAN'.'. Q Fa/POSURE O BANKS. I IMPORTANCE FACTdt L 1 0 P. DEFORMED BAR ANCHORS (011A) SHALL. N NELSON DEFORMED BAR ANCHORS Cr ` CONCRETE ((1R APPROVED EQUAL). AND SHALL S! MADE tTWOM LOW CARRON STEELLai CONFORMING NG TO ASTM A411 MORNS SHALL AUTOMATiCALA Y END-YELOEG 1 I. CONCRETE WW1 SHALL BE DONNED w A QUALIFIED 1ESTSNO LABORATORY PITH SUITABLE MELDING EQUIPMDIT Ili THE SHOP OR IN THE FOLD. NELPHG ANDREIWFA TIC MENS NPHI*RITI COARSE AGO/GATE Sill IS I/'1 9HALL BE IA ACCORDANCE WITH THE RECOMMENDATIONS of THE NELSON /Z KwR. MOH. MIX DESiGNS SHALL OE REINED BY A CIVIL DARNEDR UCDES'D N TIC STUD WELDING COMPANY. SPECIAL iUSPECTION r _ . STATE OF OREGON. W 10. USE WELD TARS AT BEAM FLMM& CCMIECTIONS AFTER WIIIDING, REMOVE IN ACCORDANCE WITH UBC SEC. .305, THE FOLLOWING TYPES Cr RORK REQUIRE 2. AGGREGATE FOR NORMAL VIDGIT CONCRETE SMALL CONFORM TO ASTM CS! THE NOD TABS AND FINISH f0 A SMOOTH QOUNTCUAR P R 3.12.3 Cr AWS SPECIAL INSPECTION. SEE THE SPECIFICATIONS FOR ADDITIONAL NtEQUIREAIENTS Ji GATEAGGREiOR IJOHTME)d1T CONCRETE SHALL CONFORM TO ASTM 03.10 01.1-04, M ADDITION, MCAT THE BACKING BAR AFTER WELDING, BACKGOUGE FOR INSPECTION AND TESTING. PORTLAND (EVENT SHALL K TYPE i OR TYPE II AND STALL CONFORM TO ASTi. REGION AND FINISH Wl10LN0 USING A REINFORCING FILLET ww, ACCORDING 7r�7'.,1�� CI 90. TO 113.4 OF ASS 01.I-94, AT ALL MOMENT OONMNEC170N3 a1 SHEET 54.1 •��-� !� -- ITEM PFR SEC. 300 _ DE SCRIP TiON ,1 I • 1. i C PAO,[CT !El(l1CA110W AAE NOT !l/f1RxDED Sr TIC STRUCTURAL 3 AOSIWTUE3 MAY SE LJ PED PIN PRIOR ARPPPROVAH. Cr TIC DlGIEER. OONCIETE 2 1 -STRUCTLRAL CONCRETE 1 a MOTES CONSIST THE !T[W)CATIOiS FOR ADDITIONAL REQUIREMENTS N ADMIXTURES USED TO INCREASE TIC WORICAM iTY OF THE CONCRETE SNAIL 5� NOT SE CONSIDERED TO REDUCE THE SHIT M D MINIMUM COUNT CONTENT. 3. REINFO UNG STEEL -PLACEMENT •,� .2-....4.... i EACH SECTION NOM AND DETAILS ON 1►R DRAWINGSES !HALL `INE CALCal1M CI LORIDf SHALL NOT K U . AND P.T. TENOflM! ONE- ' PI IIOC 01[11 THE GENERAL STRUCTURAL NOTES ANC 1.11NCAL DETAILSli AND DUCTS S. TIE CONTRACTOR 1 HALL VERITY ALL _N1f7WIiOI! KOOK CONSTRUCTION. 4. COY�PR Bio S't1RDICTRS Or CONCRETE AT 28 DAYS SHALL BE AS FOLLOIII \ t�� TIE MIC?frECT SHALL SE WOW) of ANY DICIS7ANCSls OR FOOTINGS AND LEV I IAB 3000 PSI -AU FIELD RICONSISTIE CE1 IXYIORETE Fal OWER METAL DECK (NORIO& WEIGHT OONCITTE) . . ..1000 PSL 4. DEEDING -ALL SHOP WEILDIINNG A 0SP08r� "tr 1Ptir w HIO( sT11ENGTN BOLTS -TENSIONING OF ALL BOL r1 1 1 00 MIT SCALE CRANING* COORDINATE OORNfW WITH MRCHITECTUwAL 3. MIXING, TRANSPORTING. ANO PLACING OF CONOIETE SHALL CONFORM TO ACT -_ 0 1 DRAIIIISl * AND PROJECT SPECIFICATIONS ALL CONCRETE SURFACES AGAINST RCNOCCIWGRCTE IS TO II NACED SMALL BE THOROUGHLY CLLAN ED.SHALL REs/3, 9/ 4 a ALL MIK MAL. 013110/111 ID TIC ~RA/ STANDARDS A ITE UNIFORM WTANCE AND l7AII05N0 WATERMOVED. METAL DECK SLIaLMS CODE AS MEWED AND ADOPTED w THE STATE OF OREGON 1953 MTTOI OF THE STRUCTURAL SWSiTALTr 0001. O. A11 REINFORCING BARS, MANOR SOL TS. APOOTNETI CONCRETE MEM I. METAL DECK SHALL alri GPM TO THE SPECD7CAflaw., OF THE STEEL DECK URA PI �l: SEIM SMALL BE Pill SECURED M POSITION PRIOR TO PLACING CONCRETE. PROVIDEINSTITUTE. S. SEE AAC I7W7MAL LRAUSRQR FOR TIC FDLLOMNLTr STANDARD OAR CHAIRS NC ',ACTIN AR REOUIR(D TO NAMETAPE CON(HTt fPl10TECTI01 St'EAl1O, 2. COMPOSITE FLOOR DEC]( SHALL If LINC0 TYPE W3 CI CUED - e Na AND LOCATIVE O' ALL {7EUBHip DWI AS NOTEA FORAAL00(, 20 GAGE OR APPROVED EQUIVALENT. SEE M OTs AND LOCATION OF ALL WIMP NEC EXTERIOR MOI-MNNO PLANKS FOR TOTAL SLAB CPTH REQUIRED. U K PARTrTialt 7. eoNaRETE COVE/4 Pt10TECTILM FOR aEltsaRcstiIENT BAR! STALL GE AS REVRSIdh a ON ONO LOCATXVI OF ALL CONCRETE CLOGS. FLOOR DRAWL SLOPES, FOLLOWS (!E A.C.I. .3111-015 SECTION 7.7 FOP CQCIT10NS NOT NOTED) 3 ROOF DEM SHALL BE TV' IHS-3e, 15 GAGE OR G I 0 •ESlED AREAS. EfLANNM s i21111.. owu GROOM NSn OP ERa O TE Wt MAW AND PDMIARJ17lr .MOOED EARTH . . ri EEiTS ETC. a OONORF.TT 01111110 TO EARTH OR WEAP4R APPROVED EQUiVALDNT. ♦ XX AM IOCATIOI OF ALL FLOOR AND ROC, OGW11Q3 E1P>arT AS BARS w Ais LANIER 1• 4. uNLLss NOTED Or►ITRNnE ON PLAN, CONNECT OECxtNG TO SUPPOSING 5 (lOSIMG 1 MOW OARS ASWEAR I yr �AI� MEMBERS MTH I/2' E7FECTTVE DIAMETER PUDDLE (FUSION) WELDS SPACED W CK F a C 1210ETE T MOOED TO REAMER OR N CONTACT WITH GROUND/ I . a FLOOR NI sour a STAN AALOM AIA CET ALA =COPT Al SCRIM &ARS MALLS, .DIST! - /II OARS AND SWAL11R 3/4* AT 12' Old IUIREN USE WQO WASHERS ONLY IF RECOMMENCED BY • DIAD SIOlt NOT SHOWN CS S'►RIICTURAL DRAMNL BEAUS. COIANBIS - TIER STIRRIPS. SHIRAL1 . . . 1 1/2. 1 Ti<NO SHALL Of AP!-(Z t All RLPDIFTICBIO S '1 FOR CONCRETE SHALL SE GNAW IO AM SHALL CWWMMI TO a SWIM Fon UGIT-OAt7E ME1DAMINO. + • M 1JWG P111PLUMES* [>fJCt11A^AL Odle FM A RV FOR MED1 1010 NOT SETAOC(WT.LOM NO.0EDL HEATED OP TIPS T)P ICATED ON. E OARS STALL NOT UNLESS worn, OnERIAS ON PLAN. BUTTON PUNCH SWAPS AT 2'-0' ON • PTE NOK SLAMNAIMA 1111/10111/. OM AND SAB OPD4NBR CURIRACT DOpAOIT$ OR APPROVED w THE STRUCTCARAL wowGOITER. ETC.. DEEP? AS MORN ITR NOWD. a p5CTRiCAL 0O11iSUT7 MAIL BOM OUTLETS IN WALLS A/O RAM S. OLAMO NEDIF NCONMT AIRS, 141141.1/ APPROVED w TH E STRUCTURE LICHT CIAO STEEL FRAMING: H a 001ONvE ions FWOR FpTTRE'1 NIPPER MAU 00100111 TO THE AMERICAN 50015(1 SOCIETY STANDARD L INNMO (=ATM CfMHId a 0!O/MHDP, OAR; AiNONOR BOLT! D1.4-lR LIMYaEl:11RM>t STALL t USED DN MEIOMC /17011 KSIdICBHO I. STEEL TO BE RP MORIOI MOBiR INC TO ASTM A3S STRUCTURAL STEEL. A ASTM A-410 GRADE 0 (Fy 30 KSI) FOR 10-0ODE MO HEAVER t ~ • I 7. •YRII IUIOQOIR>i. ANO =OM a �IC►IO/f AR[ INETO MUTER* of (1ONOKtE NEIPPO1C?IENT SARS AND A00E10011= SHALL O. ASTM A-4M GRAM A (Fy 3J KSI) FOI IS-GAGE ANO LIONtEIt a LIII*1 l.J'TY OF THE OOI?IWACTCs TQ OONTiIACTOR MALL TM9C ALL COIiORN TO TiE IIRMIROCATPOIS OF TiE A.C.I. DETArUNG MANUAL - 11K I MT PRECAUTIONS TO MAINTAIN AOR HMR THE NTEORITY OF TOG Ad ooLBNlTTEE 31a. 2. ALL FABIrICAr/01t E1IECTNTTNN AND tOEJNTI►NATIDN OF 11OH► CAGE STEEL r o swam •mmuot FRAMING SHALL OOEORM TO WC STANDARD 27-9 AND AP3I VIECNTCATONS. H W� SfS1C1{R Al AU. STAG CI 00/1000101. 11 NgIT STALL S[ W05-$PINIARL ORBYT OONFOIRMPIO TO AST11 327, MA w p� 3 MONDE ALL ACcnsoiwES PE0,IOINa. BUT NOT LIMITED TO TRAMS, CUPS, w • 1K OOwmesim lTRIA1INQ BRARSPiB ANO /[CSAATYolo RESRESDNT Ng PAs! HAW A lPETaIRD OwBM11Mrt 1111DIOTH AT 25 DAYS of MOO PSI. �#� P1 UcTI tNRr OO IAT 9T.IICAIN[ „it IEI,IDiN t1F ' F CUTINS OF SAN PATE! WICE<L NOT BE PERMITTED. WEB Sr1FTtIE7es. ANCIHOrl, FAlTIUIaN10 axtvlCE1 AND DTMQ AOG7fS3ORI1S Iff'OUfRED FOR A Oa/IITE A1C PRO/OR NSTALLATTpI. ^..Niittatagi WISH ntal MT Odf1RAC?U MM. MOW AG, IOMAR>s 12. PRISMS FON .1OId1ETE SHALL o IAD OUT NC COWSTRWJCFED TO PROVIDE S1+#/T CJ f MIIORR'T IME S1AORT AM �TRIRE4 STR10! TO ! BRACED MTH SRDOIN0 IN AOCtROANCE PITT MARJ<ACTUR[R'3 oralft yaftw SHO/ mum SML lIq�1Ip1><, an Tel SE Limo TO. FOR TIC RSOIISr]1 cAiMEEIRt/!1>rEf. RIECQMElDArPDNS SN 11/ MMIA/B N1 OS1BWAILTIONWI ETC. W�/S l0 VW WI w 11 CONDUIT OR PIPE NEs (011) SHALL NOT ORM 3D PIRIENT Cr WAS TRHTC O1RUC'RAi WAIL ROT SRStAR REM CP M ABOVE T UGO4EI! AND SHALL it PIACSD WIMP TOP A10 BOTTrSI IUIPOlOJ0. a ME"Al. FRNJ10 CONNECTIONS AAI TO SE 1111.00), EXCEPT MOW !Elf- f�M LMEi lECB'iCAl1Y OETABEi` dTIORRMi CO CENTRATiON O' Mourn OPIUM SCREWS HAVE SEEN l LIED • OI�RfR P 10 FR MALL NOT R PLACID/ SI fiS{KilHlbr OlStUfE SR PITS SHALL It AVR D (W? WOW f[TAI1D OSOMiSS ARE P. 15111/5 SHALL CO►OM1 TO AM S'[Y:SIRG!1IOIIf IMAMS ]HALL N L �iIMLLr Wan OR AMMO Br T1t tsIMIiDTLRRrRt PROMS5. CENTSIED FTP LIG IT-GAGE ?MIL UNDER AOL IONDIFTCATIONI s1 . 1 N 11 /NOM MEM RIR P.J 0 NO MIMICS. MAIM N COOla R S51 H�`1 K IRON Weal* NOIONT) HMIs Off OM TIE SIM PLACING. COOPS NCOMMIT RI NOT PENINTT WWI M 7. SHAPES RIMEL N IV AMTS METAL SYSTEM OR OM/M POD F. SMAARE!M/ mom mom( pow AN D/ON 111101114. NOTIFY NC f1AICIIMGL MOM IN ABVIyHCtt OF .NOSIT(tal.NOTAPPROVED EGUIVALMT. WI*Mr memo awl sin Num'Ma INEWIM. SIM ON TI, ORANIBS. 0'f 1 0. zit ISM R! M Al V , K ooMoTSP WAIL MILT IIS t• ASI INC ON Cdh,'.Ki1 LINT IS TOR LIR A REmKn M� 1� Y ''""'�««, ra�oM Si �M N� VIEW 1♦� T�f 1��1 L t APMN01fD w PIR Tu M+ A011M O1� us t. maw at an i'w� rare rwalw>!r 294048.04 w ,. .' J 1 AS BjiNlite,....m....m.• millimmwWWW 4 ¢ t.' 0000,40. ` I ,kms AS REISSUED F S L PERMIT SLE 1994 C D 0 f , . ., ,1''i .l_l.1 11 ,, .,„4.4 . ,. ,,. . . . ..,m . . '�":R am( TK DM 1NSt+H( .N� +' WI ,w wit Y. ,4 •raw re ETI Rpt IN �a RiP,!! SIPS_ snit./'IN 0,R► '4P 11P. 'rear*.*TL AM MI SlTin .:rl'� 2 O • p a © 6 O 8 6-.,,... • 0 . L.-711 . . . . _ . _ . . i , i (Xi , 4 ' •4 1-7280/471....INMJ ` ' 30' O" 30' -ci' 1s•-•o- 30'• n I',. 4 ' 0) 0 1 ♦ `m Ark Ark 12 191 0• - - - - -- - - - - - -- -- -- - -- 19._(1' ® t i ♦ 0:' ca c f► `� :(100' 51.2 I/► IG -•,` I , ` , 1jf Ir, ® ? W 2i A ?°o'o �./ 200 0. O �� OJ 1/i 1(: O TATA-7\ O --4 ' T/FTG O 7 �, \ O V t +p OT .--------77 - A , .....m.y. ,==•••••• •=••••• •••••=1. ... ..e• ...,r... ....... ...m•••• ........ 1 i L r 1. [� „ I (f','� _•� -.2r.""-""" -"-"""'"- . i.r f,.... �.-. 3. Q � i� © 7: - / /is Yom_ �� w -.._ __ __ .-._ 1 �. ,''�. _-. +r.r ' �.r< a__. .�J I Z •> kk 1L -,- L___ /" / I- LJ ° .". _IP �� / 200.00' Z 1 • a / I SIM % / / /,. / / SIH ' / T/F TC �' `I { 191.o' I __ //0/12,�r ///' ,�= ___ __ .__.. w„ O - - _. _ l IUH il /lz iii0 ---4 1 bi 14 1 0 //1 / r /( 1 U • G inks& 1 I \ i �..� �-- -1 -� r - - I /, i 0 I © I N 1 _ V' `1 ., 0 4 ., . t ,, qv w H 1 ,. \1 ,,,, , I I I 1 N0 , s \ / 1 „,„ „ , 1 tom., -- i-- _ ... _ c I 4>___I _ , r. 0: . I tntc: _ _ 1 <i> I ! _______ ___ _ __ . .. _ _ _ ________ !(I r cr: J _\ _ J 11 0, I TL1WT ',i, 1 1L 0. L __ +I__ J -J 1 I Z ' 7 0 .. _ 1 /41 �` 1 -- - 1 J 1 I `191.0 191.0 / -- -- 191.0' I ` 1,\ 1.,\, - r 1 I 0 CN1 Z H 190.0' I I I T/FTG T/FTG T/FTG I I I 1 � � )//: 1:11-1._ (yl p� O L J I e I I 190.0' r- r T/FTG -_ I I ' I I t%cT _11 ~ W b Iti -�` O I I 54.2 e _LI__ .._ .__. -� I J Q o ix ' i ( , (! 191.0' 191.0' F.F.-192.0' 191.0' 191.0' I 1 I ® I �r ^-' �' O 10 I I 191.0' I I T/FTG T/FTG 1/FTG T/FTG I I 191.0I ' 0 1-- v N A6 1 T/FTG \ T/FTG 1' f"--:04. . Q. I � 1 © _' I_ r- - - - r- - � - -1 r - - � � - - -1J L0 - 0 p I ® " I i I I I I I I I 0 -1 I © FRAM o z IX V -r f -} - -_ } }---}- } } - } } I - A - - -- J- ail1o C� 11 Iv - �- ® � J _ _ J IIII H. + _ JO L - _ _ J - -- - - L `H O - IO ,' c.)® i _ - 1 1 1 I___I__ vL .i_ _J 190.0' I T/FTG 1 I i 1 1 I Ai T/FTG \'•,‘ 190.0' L_ -r _J 0 O ' I T/FTG O I 53.1 FRAME r -• ,� I I ® FRAMET O3 T/FTG 6 I 1 r I0 '.-, - J - _ _ - I 190.0' I 190.0' I I I :'7> -- - -* - - -- L I J b O -�- 1 L_ I - I I- 7/FTG T/FTG I (- I °3 L - J O \ ` -1 ' XJ L � J _ Q T1 r _F-All 7 z1 ,'r - 1 4.- ____ ___ __, _ ,,,,_ si - - - - -- - . 4 - 1 -<-4$47\_. __ ___ __ __ __ __ __ ___ __ ___ __--,. .. _ ____ ___ __---. --vw Ii r. _ ______.---.i,!.4.---1._ r _ ........ _. _ _ _ ...1L t 0 L _I__ J 1 C+ O ( \ T/FTG 54.2 O t 0\ T/FTG l T FTG r - -- - - - r 10 7 0190.0' G CI -- --- - - -- ® / , I r71__'"'''` _ 17 46.1/ 54.2 �-/ T/FTG Z `J -1--4 4 .._ _ +Li - -.4 D Z 4, 4 ____. __LIL 4 -- -- -1 J ) ar0 , 5 2t1 ! 53.1 190.0' ! 190.0' - Li_ _J - 0 FRAME T/FTG i O © T/FTG FRAME \� 0 2'-7 1/2 f, 4 23'-4" •-4! .2'-7 1/2" Z CD I- O (Alit FOUNDATION PLAN KEYNOTES �. - 1/8" L. it-0. --- 1. EDGE OF SLAB, TURN DOWN t8" �� 2. FACE OF CONCRETE. , 3. TOP OF SLOPE. ry,,,, - 5" CONCRETE SLAB W/ #4 0 18'oc E.W. 4. TOE OF SLOPE PROVIDE DRAIN TILE. SEE 071 9 & 10/S4.2 FOR CONTROL & CONSTRUCTION JOINT 5. 3'-0" X 3'-C' BLOCKOUT AROUND COLUMNS TYP. 6. ELEVATOR PIT , 7. OUTLINE OF FOOTING REINFORCING AT COLUMN SEE FOOTING SCHEDULE 8. ELEVATOR SUMP, SEE DETAIL 9/A7.1 • ' 9. CONCRETE PLINTH SEE DTL 5/S4.3 - , _ 10. 4" CONC SLAB TYP SEE OIL 9 & '0/S4.2 FOR __ , CONTROL & CONSTRUCTION JOINT =A'1: 6/3/94 CqM/C_^ ::►IECKE2 9 B . i rFOOTING SCHEDULE__ - _._ - -- ��K 2000 PSF SOIL BEARING FOOTING SCHEDULE ALTERNATE 2500 PSP SOIL BEARING - FOOTING SCHEDULE ALTERNATE 3000 PSF SOIL BARING RE1`SJN J b ARK LENGTH WIDTH DEP FH LONGITUDINAL TRANSVERSE REMARKS - • •• i �Tr I MARK LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE REMARKS MARK LENGTH WIDTH DF�•TH LONGITUDINAL TRANSVERSE REMARKS = to aG REINFORCING REIN,-ORCIIG REINFORCING REINFORCING REINFORCING REINFORCING f et+� 11 x �O - ---_- - __. - -- - 12.14 k ;712;g4 1 1.3.-9" 13'_9" 26" O r--(10) 48 ( ) #8 O 11'-6" 11'-6" 27" (9) #8 (9) IM8 1'/12-j (13) 08 (13) #8 1 12' S" 12'-6" 26" 10 • 4 '4 '94 ci) 12'-O• 12'.-0" 24" (12) 47 - . r _� '121 R1 : ` 1 (1?) 47 r- - O 10'-9 10•-9 24" - (10) 47 -----4 (10) 47 O 10'-0 10'-0" 24' (9) 47 (9) 47 - ILIA o O3 A'-6` 8 -6" 18" (7) 7t - rI 8/ i --� 4 (7) #7 v 8'-6" 8'-6" 18" (7) #7 (7) 47 �- O 7-9" 7'-9" 18" (7) 46 - (7) �, - rU 4 6'- 0" 6' 0" 12" (7) 05 (7) 45 U 5'-6" 5'-6" 14" (8) #5 (6) #5 O _� 5'-0" 5'-0" 12` ` (5) 45 (5) #5 . � C G 4'-0" 4'-0" 12" (4) 05 (4) 05 5 3'-9" 3'-9" 12" - (4) N5 (4) 05 OS 3'-6" 3'-6" 12" (4) �S (4) 05 �� (� CON TIN!'r: RETAINING WALT_ KM- CONTINUE RETAINING WAIL REINF. CONTINUE RETAINING WALL F'EINF. �=J 7'-6" 7'-6' 30_ (6)45 T / (6)06 B. (6)45 T / (6)46 B. THROUGH FTG., SEE 14/54.2 G 6'-9" 6'-9" 30" (6)45 T / (7)#16 B. (6)45 T / (7}46 B. THROUGH FTG., SEE 14/54.2 O 6'-3" 6'-3" 30" ('8) 5 T / (8)05 B. 0 45 1 / (8)45 B. THROUGH FTG., 5EE 14 4,2 g 8'-6" 8'-8" 30" (8;45 T / (8)46 B. (8)45 T / (8)06 B. CONTINUE RETAINING WALL REINF. ` " CONTINUE RETAINING WALL REINF. " CONTINUE RETAINING WALL REIN THROUGH FTG,. SEC 13 54,2 12/54.;• � 7'-9 `7'-9" 30" (8)05 T / (8)Xfi B. (8)�5 T / (8)�r6 ei. O7 7'-0 7-0 30" 6 5 T �, 1 OTHROUGH FTG„ SEE 13/S4.2. 11/54.2 O4- / (6),/F B. (6)05 T / (6141 B THROU,,H FTG.. SEE 13A4.2._ 1,'54.2 .� ...GMT, MA_ V " , CONTINUE RETAINING WALL REINF, " CONTINUE RETAINING WALL. REINF. CONTINUE RETAINING WAIT. REINF `«+``��rar� d 9' 0" 9' 0 30 (a)45 T / (8)/6 B. �e)45 t (8)46 B. THROUGH FTG. SEE 13(54.2 -_- O 8-3 8'-3" 30" (9)45 T / (9)46 B. (9)45 1 / (A)1/F B. Co 7 --6" 7'--6" 30" (7)05 T /' (7)46 B. (7)45 T / (7)46 B. -`;1,4 V. 'i" 'w . ' q �. _ __�__.__�._ -� _� THROUGH FTG. SEE 1354.2 4 _� THROUGH PCG. SES„t3_/54,2 -" 2_4_12::0" 11'-0" 30" '13) 5 T / (13)06 B. (13)45 T / (13)46 B. g t0' O" 10'-O" 30" 1ti O _ - i (9)46 T / (9)47 B. (9146 T / (9) 7 B. - O 9'-0" 9'-0" 30" 10)05 T / (.0)46 H. (10)45 T / (10)/6 B. SHEE7 o Cd r cr �_� _ - IS 2 . A 1 t --- _ - _ -- _ -_J O ,. . co p InAWO0 LK k. • ; 11101,0441tro paw ICI 1 CU V OP it 1110UOIA/9110'..*NO sup seri OnASREISSUED TO THE CITY 9/23/94 - - 29404.13..04 _ SEP 1 3 1994 -----, AwI , C 13 to ', • . . ./ . , -*-4i. '.I$44/4411.ib ,, , ' - ^191.111114111r . - : • - •,• • • 1 '• 4:°,iii •4111'wil 44 ma s1« Hrs.wok 4r IIM ,. ar 0 4}17 I.,"01; * 04 .,t7'f 0 t *0 i% 11 r'"' - - -- - __ -- - - - - - 0 41//// 11.1.11,18MMAIIIMMMIMPMMIMOMMIMMNIIIMMmiN/SIMMOMMMINHIPMMNIMM/MONMAINNIIIN • 0 AMMON...MMEMMIWN ANIMMINMOM..... 0 mINININIMINONMOINON. 4> . . 8\ .....me....m.. / 141 �_ . . +,' so' 0- 3• 0'+o• 0 1s•-o' ,;; + 15'-0" 70. 0 '-� • so 0 . L_.-., 1 „ 175 1 11 S• , , U _ 3 1 I 1? .... ..._ ._ __. . - , I!� ® i 3 , 0 d f '. 0 T fG moo- I 1 LY 'r� a 51.2 .1 18.1 Li' t ►' \'S.2 �l r .. I 1 0..-' f/ (. S1.2 Qw11 e H3 ( 7I V I ;r ® 1�0' Sib ' r� 7l a d� O t�>t�. titt�: I I. ; - - r T/�TG ! 1/FTG \ C� YJ 4 V �' w o �� T 1 • T ' ' . qN ---77----/- - - -- , .. /7 \,. ,/ / . .- '. , ,,Z,Z7' ., V . - .. 0 CO _ __ _ ___ __ i - -1 f),) ` I +, .__ -Z�-a.► �__"'��- • ; 2c cit all 1 - �_."�Si ri.r .--- .._- I -_ 1�_ �_ _._ '•'" .•VO . i__ _._ / 3 , / , / / .L."i... / ��' •_.."� 4 -! _-• - -. __.... _ .'C.-^._T --."-y"-._ I_A __ _ _ _ ___ .__ __ , i •: Z '�' + I ` / % , /' 7 , / , /• ,, 1/4.5' , --Ti CC yr i a b 177 �' I._ � _1 �\ � 1 ( / ,%//�,i � ' / /�,% j :' t/FTc t ,„ , . ,t/ � W c • '� b; F� r `-5- (_.•)1 1x3.00 4. s1 1 ,� i� / ! �i S� / 163.00 ,/1 .. • ,- . 1 , t 1 { I c� I 4.3 I SIN % / 1171.tr.; Yj SIM • H ! c. 1 , 0Ili • 1 �/1;7/7/ / • / / � /.// 7/-71/77,V7./ L. A 1 ? is I o2cr 01 iii ) / / / ,* 14 C), ,.1/ , / / / / •// to ./ , _ 71 /r //,- SIM 0, 4 t 713,70 i �' / / 7//'( / IFTG4........... :71'1,74 • "tIr:c.) - W in T, .� _ ./.2 l' / I '-'s-F------7-77-=."-- ''' '''' -. -__ _ , -- -- __ . • (fo . vio 3 ,-.. , ...._ ........ _ ......_ _ -"r7-1-- -' ' / I i a'14 WM • 54..1 ® II �� , I __ �. _.1 - -- I O i0,i I _ _ '__ igt 77, IX t > •no 1 . 1 I- �- r , r �- - __. ` , • I I 0 I L . J I Iirk 1 ci 0 . . 1 #.,,.i •\\ i I I I ; , I �// , ® ;4 , r ® -- I f O II' I I NiN ', 172.5-- 175.5' I I 1 �'' { II L _ _ J0 IT/FTG tLINTHL> ri 'kl. \i rtI O I I I V I W 0 . s 1 ,\, \t . , 1 -1 > .4- ,- > i 1 I i 75.5 -- -- 179.T- - �_ y 1-_ I I 175.5' 1 f I �. , I _ �� _t _ i Q 174,5'_ I I I I T/�TG T/FTG T7'FTG I I I I LAA C� ( I I L. J - ( I 174.5' )(... I ! '� r T/F TG p L T - � � J F-- W r 1 1 \ I I 175.5_ 175.5_ ' I I 4.1) I Li _4..1 ....... --J O i 1 ! re r �/ _ I 175.5 _ 175_5' � (N o' ,_ t 0 )111 \175.5' I I T/F1 C �- T/FTC F.F.=176.5' T/FTG T/FTG I I I 175.5' I- �\6,t � __._ - --TG TTG, _I L r -- -, r - - 1 I- --- - - -I r -- - -1 J L ` ; - it Q () G� - 53.1 FRAME I I 11 ! I I I I - I I III FC"44( . a_ p Z , C . _I. 0 (. > I 0-- . - •-------- - - ,_ 1> -1 4 1 1 "N>i I I i I - o II ' ' I I II I I II I e)S4-T3 -► 11 __ o ' L„_ TYP. L J L - _ J L __ -- J L --- _ J L - _,._ - J TYP. L _I ---H (..) Q7 . .._4_ .--- 1 ,\Lii- ,t __I t_ __ _ .._. 1 , ________ .. ... . . . L1, •- < ( 174.5 + I 174.5' , a- b' L J ` T/FTG Ixi/FT G I I I , I i _ I I ; I 4- FRAME T/FrG \ ( 3 L_ , + J + / 174.� bi I I r� - I I I S3.. \- - `0, T/'FTG CI) _.__.. i _ ._ - I I I - -- - - I ___- _ _ __ --- - - -- - - - _ -.1 t 74.5' /74.0 J 4 L J I I TFTs TiFrG\ri1 1 `,� L J O �_ � J Lr j_. L L -+ -1 2 -- C4 CaL E r 7 z 0 1 _ J . L _ _ ___ _ _ - I 0, _ _ __ ._ , .- _ 44 I - - - ----- - --- -- - - O I ' __ �. Q I / II T b f 7 174.5• ' 7 8 ONN__ 174.5' - I 7 1 ��I 74.5'0 r rio DOT/FTG '34.2 I T/FTG I �- --- - -- -- - 1----1 - ! ` AG.1 54. / Z . -:1-i-ZuC __.- -_ __ - - - - - - - _ i . .._-- - - ---Mil dilli I - � r FTG A. :J I --7,t 1 , --l__r=__,-• ...j...-- ...j . D Z _Iii.. r.,) . 0 0 Ur 0 174.5' 3 174.5' S3.1 FRAME T/FTt; 7/FTG FRAME eD 2'- 7 I/2'' ,.-4, 23'-4" y3'_ 44, 2'-7 1/2" Z Q • O 1 (v.& FOUNDATION PLAN KEYNOTES C 1/8" - 1•-0" 1. EDGE OF SLAB --- - 2. FACE OF CONCRETE. / J� 3. TOP F SLOPE 17/// - 5" CONCh'ETE SLAB w/ y4 0 18`oc F W. 4. TOE OF SLOPE. pFiOVICE DRAIN TILE. SEE OTL 9 do 10/54.2 FOR CONTROL & CONSTRUCTION JOINT 5. 3'-0" X 3'-0" PLOCKOUT AROU'NG COLUMNS TYP. , f 6. ELEVATOR PIT. - '" !' 't-.-->!� 7. OUTLINE OF FOOTING REINFORCING AT COLUMN SEE FOOTING. SCHEDULE 6. ELEVATOR SUMP, SEE DETAIL `a/A7.1 li 9. CONCRETE PLINTH SEE DTL 5/S4.3 _ 10. 4° CONC SLAB TYP SEE' OIL 9 k /0/54 2 FOR ,_.�_ M-, CONTROL & CONSTRUCTION JOINT . 2.. X34 Icv /SLD FOOTING SCHEDULE 2000 PSE SOIL BEARING FOOTING SCHEDULE AI TERNATE 2500 PST- SOIL BEARING Il OOTINC1 SCHEDULE ALTERNATE 3000 PSF SOIL BEARING -1 �"� �` :'_ MAa1( , r'J5 H _)r� I ttil� , DE,,,, LONGITUDINAL TRANSVEHSE REMARKS MARK LENGTH WIDTH DEP TFI LONGITUDINAL TRANSVERSE - REMARKS MARK LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE REMARKS s >r r • _ ,,.: --/- , , REINFORCING REINFORCING ( _ - REINFORCING REINFORCING ___.� --- + -� - REINFORCING REINFORCING _ -- - - (13)) #8 (13) #8 - .___ �J /2'-6" _� 12'-6" 26" (10) #6 (10) #8 --.. --- - 0 1/ -i; 11' h" ?7" (9) 0 (9) #8 - ,�i'> _-, L , ';` 94y O '2'-0" t2' 24" (12) 17 (t2) N7 10'-9" to' 9" 24" (10) #7- ___ (10) 17 - �J 10 _0.. 10'-0" 24" - (9) 07 (9) 07 � , •'-6" A' 6� 18" (7) #7 (7) N7 - -- O 8' 6 --._:t__4____H' --r 8' 6" 18" (7) #7 -- (7) N7 - - - -- r.� g" 7'-9" 18 .. ____�7) I/6 -_ (7) #6 - _ _ .. hy' 'T �111.11 1 .. C/ 6'-0" 6'--0- 12' -- (7) 05 -__ _ (7) N5 -- -- - 5'-b 6" 14" _ (6) y5 (6) #5 _ - __ O 5 -0•' 5'-C" - (5) 05 (5) N5 _-- ® 4'-0" 4' 0" 12" (4) 15 (4) `� J I 3' 9" 3' 9" 12" 4 #5 (4) #5 --- 5 .1'-6" 3 -8 (4) 5 (4) S Lt--1-1------ ----) ' CONTINUE RETAINING WALT. REINF. - CONTINUE RETAINING WAl L REINF. -CONTINUE RETAINING MALL REINF 7 F" 7' 6" 30' (6)y5 1 / (6)15 B (6)A15 T / (f;}yF 9. 66 ) 6'-9" 6'-9" 30" (6)�'S T / (7)'6 B. (6)y5 1 / (7)06 B. _ 6 6'-3" 6.-3" ,.5C- (AIN=' T / (8)1'5 LI (8)/5 ' / (8)15 B. to �:/ _ THRUU-�HFTG,. SEE: 14/54.2 v • - O --___ I THROUGH FTG., ..Et 14/S4.2 THROI;GH FTS . SEE 1� CONTINUE RETAINING WAIL REINF CONTINUE RETAINING WALL REINF. " CON'iNUE RcrAINING ,N Ll RE:Nr, � _ O !�' 6_ 9' 6" 30" ,8)ir5 r ; �e)1!'6 B (8)N� T / (P)N6 B. , ''--9" 7'-9" 30" (845 r / (13 B. (845 T / (846 B 7 7' 0 7-A 30 '6;05 T / (6)16 N. (8)15 T / (646 B. , el _-___-.�__ - �_ ___- 747/ROUGH FT9.4 ;EE 13/S4.2. 1../;4.2 �� -� 4- �_ THROUGH FTG., SEE 1.3/54,2. 1 /54.2 O _ i THR, 'GF F - 1 4 - 1 " (1.17-1)01;r/ , CGNVIINUE RETAINING VIAL REINF. CONTINUE RETAINING WALT- REINF. (� " CONTINUE R . AININC WALL R::;NF. � �_ 9*--0" 30 X8)16 Q (8)15 T ,8)p6 B. C� 8' -3" 8'-3" 30" (9)15 T / (946 B. 045 T / (9)16 B. �, 1' s" 7.-6" 30 (7)N, 1 (;)06 B (7)�t5 T / (7)�d B. - t THROUGH FTG. SEE 13/54.2 -_ __+ __ - __ + _ THROUGH FTG. SEE 13/S4.2 �.:.' _ _ _ THPOUG► TLC, SEE !3. ' 4 : ___.1 .-. 9 11'-0" 1r-0" 30" 13)05 T / (13) 16 9. (13)05 1 / (13)16 B. 9 10' 0" 10' 0" 30" (9)y5 T / (9)0/ R. (9)0 T / (9117 B. --- --- 9 9' i '. 9'-O" 30" 70)05 1 / (10)06 H (10)15 1 / (10)16 B. ± _ _ _ -- - -_+--_. - - -- .- - - -- ---- __- - I .' i' .. _ ___ _ _ ± 1 _ T ._. . T_ _ __ I _ _• ......... �_�____ ____ __ S2 . 1B .... L ,..,, , 1 __J___ j 1If1 1 O a) t)N ru /u► r �/1 DG:MI/) traysa4 sEOudArow, 114111 224048,c4 •"114-01U OLDS �", _. ^_. _ _.__ �_ __ ______ _ __._._._ -- --. _.___ Y. __ L �,� AS REISSUED TO THE CITY 9/ / ' 4.10111061116.00111011111.111046611 '•F H 1 3 1994 MI , , ' . ,, ,, , .IIIIIIIIIII . I` IIID F14191414 Illllll;lli IIIItt ,,r III I.IliIIII Iiliiiiil, _ , . . `"` ►I . , tom. 1111 m Int1IHI' ' lItt11111 1u IIII miiIiiI6mImi tnlhln mimmnlat1111 . ft 110.1111 Ilhi dlui Inl ! 1 -.-.Iw=.WHO.... __ ..�. _ ��.�r---ter.---- �.. .��.r....- .�.`.�__ 9;0 • 41 40 \2 . 4r6> 0 0 9 Op C3 30r o" lI 1 lb' U 30 u 15' u 1r,• 0 _ ' Le r"--- 47.7.z---i �� CZ ,.: 2 a ni 1 1 a ' ' z 4" 11 1 4 wax-,3ti .u_ - - -4-B a---_--- uo�.------ I ,�ai-4 sa-.asp►-_ ,j , _ • 0r _ I _ ._. __._-_ _. .. .. I .)i W16 x 31 0 P � 4.401 f Y ,__... WJ6 4.34.' 2x114 < t 1 <.10> W12 x 14 ( > - - W _ • ri I I , • et 1 ! W r A b , i1 1 I I I I fdliii Lai g w ' c I ( f I n Sj I Iv I 1 S 1 W. Z ` '8# 1 • / { j W F x .�' •.Ji? W16 x .11 ..1i W16 x 31 <30> ` W1 ► Pilo W1 s ka It z. V/ r.. ( G • -_ " Y CA x 14 5>_ W 6 R .S1 :30� W1? x 14 c15> W1a Y ,!1 <30> _ Wt6 x 31 .- 5f, -i.�._ _�. G / 3t • u�i ` • r �� I Cwt C•t C=t s IIS 11 Cl;, ' C=1" G,1• A .1• -� W0. ab0 B v N - Mt ,�--�v `n> b ; e_. `r° C L� c b - 0 •v ' C pi* 'f t kz C? c: ~) W ,, 11 .1 c N fr;;; '' + v 4 x 55 •>� 'i Z -+- . W}6 % 31 <30> 4, - W!6 11-1' <30> - W16 x 31 <30> 2 w1: x l4 <•5> 1 , •_ w�.; - _w12 x 14 •15> --- W16 • .j1 <.30> - Wrf, • 51 <30> ane . 31 <3o> Y `� ; o `� C=1• 2 T C- , Gaol" 0 T 1 I C= 1. 2 C=1� 0 • o '6 1qJ 7 a , ` TYP. .. `t% r sr�� r< Q A t i [ M � 4 , .'' 1 I" `-� . � 10 x 15.�, _ X12 x 14 �� ?' 1 1" 4 S41.) lir� R=.t ••r N 9 Cr aII r`�� y �' W12 x 14 UOVDIN a R 6s "o, 1 �...1 ! ii W12x14 V7 . : U "I< 4/13 j -- *16 r 31 c30> * Wi 1 x 50 <JO ' _ s W16 x 31 <30> I W11 x 14 <15> Z \\0 W16 x J 1 + 'N W12 x 14 <15> W16 x 31 <30> W:i x ` <30> t - w111 x 31 <.30> -i 41 C=! ,- C.,'" W12 x 14 c10> 1 j 1"I c 1 c c=t. w12 x 14 ':10> � c�1• W % , o 0 Ili . 1 k x' 4) 4.� - - r ,�� 'v A n ;I 0 ►.int 1t an'J x 35 •30> I W2 x `,0 �Zt7� ( i j W18 x 35 <30> "� W12 x 14 <15> <i0 . \ ~ �� © Z . - -._ --- v 74 r 55<30>. W12 x 14 <1S> v+ Nlb x 35 <30> W?1 x 50 ? ' <30> T_ - w b x 1_, <SOi T , N s/4" - -1 e�__5 A/4.. 7. ," �* , t.8 (S4 1i 7 1�_�, Q 0 ak 1 S4.1 n0 .- e ink } S4.1/ ® 0 54.2 x „� 4 �, n 0 \� x I 0 ..y x 1'/c' 54.2/ 1 (/7 Q Er ! 1•YF . a u n 3a DceG 0 I t?i �� W1l1 x 35 __•-•3 _ W18 J5 c30.- - W18 x J5 <30> " W12 x 14 <15> s (-3 W18 35 <30> V R W12 x 14 <15> V W18 x 35 <30> Nr1 x 35 30, W18 x 35 <30> �/ • " ON C=1 A C=1' C-1" - - =1 ►- f'=I" C=1" n 1.- a *� Q_.' -' o 54.2 (;- 8 \ :(-:--1 I Q � 0 0 1- - 4.1 CL a>te x 31 <30> v~i W16 x 31 '.JJ> W16 x 31 <30> W12 x 14 <15> I W16 x 31 <30> W12 x 14 <15> W16 x 31 <30> W16 x 31 <.30> 0 W16 x 31 <30> 1 0- `-/ Q 0 Corr C�1 Cat" C=1 C=1.. 4 C-.1" O C=1" al w� 11 VP I hQ ` �` �� .: i. x� O• ,r� rJ S3.1 on !� 53.1 x x ci W16 x 31 <30> 3 Wt 6 x 31 <30> Wt 6 x 31 <:'U> V > <30> ; V 10 I _ I ` i W12 x t 4 <i 5> W16 x 3 iWl 2 x 14 <15> 'W16 K 31 <30> - - --- Wit:t JO> W16 x 31 <30> ---- Q C=1• C,_,• C=1" A C=1" A © C=1" ► C=1• i a. 1J a K v a...._ 0 ^� :p S4.2 I "1I • ab i I x x � I I -i ., 11 11 ri, a /� I 3 L• 7..i 3 V ( } / 1 W16 x 36 1 <30; - i- O / - W16 x-3t <30> W16 x 31 <30? W12 x 14 <15> v _ W16 x 31 .30> o W12 x 14 <15> W76 x 31 <.30> r W16 x 31 Mc30> - W16 x 36 <30> Ct ! 1-- I :.... r `.J b �� Q O I 1 \ n x1 xo I I I �'rT J M II r 2 o I ( •r x V a x u I . I I ( (.� 0____i„..________ ___ ,__ 1....._. i _________t. - 4,6 I1-4_ W12 x 14 <15> W16 x 31 <30> V <1515> _-_ __��_ --40!------ 14 ,:• Z 1 ?1 1° 1 - .J O' I I I ( up 54,1 \ T 1 } ..L I_ 1 .- I--' I C x I I I I ! 0 i,-- .---- _ - _ , _ L W16 Y I3F <I5> 1 W21 x 50 ' <30> W16 x 136 <15> I j C ...,,° AI 2 Q ` a S3.1 QQ ICXZt I I O 0 Zik 2ND AND _3RD FLOOR FRAMING PLAN KEYNOTES _ 1/9" - 1.-0" 1. VERCC 20 GA W-3 FCRMLOCK DECK WI TN 5 1/2" CONCRETE (7) 1/2" DIA. EFFECTIVE PUDDLE WELDS PER SHEET AND ` r~ 1 1/2" SEAM *ELOS AT 24" 0.C. 2 ANGLE 3 X 3 X /4 BRACE T . SEE CTL. 17/S4 '1 3 T.S. COL. 3 X 3 X 1/4 TYP. AT INTERMED'ATE LANDING SUPPORT. 4. DIMENSION ORIGINATES FROM CENTERLINE OF BEAM - CF_NTE:iLINE OF BUILDING GRID. 5. FACE OF CHANNEL. I s M1 C7/1 6. :;��_ - 0� BEAM IS 1'-3 EAST QF D. DIM 7.) 9EAi /u/114 I 4 LEGEND 5em/si`v, .. ...4Y - -^- �---- BEAM SIZE C14EGxEC B• _.IK • //-/.--- ��-- NUMBER OF 3/4" DIA r 5" W16 z 3t <30> 1-1N''S PER SPAN E4. SPACED REVISE►. C=1 C�C9«G CAMBER i I DAZE: o gin . 47-77:85-4-1 3 4. , • ._...� r_ _.y. 1 Ai i at at 52._ . 2 y 03 Blink 000 i`N., AMMOV IMP$44r1 011.414 MO , ,. R1P<APO.A/Il Y. 1631111294048.04�' 4UP 1MM1;t tRiDO.WM THE CITY 9/23/94 _w _...�_.. _____. ____._�._ ____ .___ AS REISSUED .�._ _ ' _______ SEI 131994 MIr1 � lIMED 1 1 1 1 1 1 1 . , , , !,,• t , ,,,, , I . , • I I ► III 11I (....,.., .4r o 1Illlt Alii Il,IIi i„ I I 4 'troop JtIII l i l 1 •ibrllll to , y,,'lin. •1 t�l'i, rein 4. rnhi lnlnn niIm 1111111111111111;111111',nlhlli Inli111 oIh111 m1!un 111ImI t1 i !illm1 im ,Int Won min, Ont. Om Wolf 1 _______________________......................... .............m .....m........mmilmmommenimmommumm............m................................................mminnim41 . Q 0 ® 4 © 6 ‹,i> 4\7( o Lf..._..._ .. .. ...... _. .,........ . ._____. r 240*-0" — __.. __ —_ ._ __..._ ..__ . .. _____._____ g r=------7-1 1 - ,.._,„ t NY-0" CL c • < 1 ss 1 e- o && \-*\ Z E ' n 1 •1.> , . . . .. . ______, 7*-----------" 6--------""4"0 a 1---....-___12/7.27.____ ri , ..,i,, ,,,- , i 17 ►�� _�� , ___ - -S16 a .16 W8 P 10 I� 1 W14 x 22 I WA # 10 .._. -__ Z Q %. (... Y. 12 ; © _______I__ _ 1 --- - - 1 - - Wli 3i M _____ 0 c\\ I I i ! I i r W �iTI I I WA r l�J I - -0 WI4 x ?? WA r 1(1---- I IIQI I W`� i I I I 4111"------+ co _ I I • ZON. vl I • • I_ T1 — :: I W11 x ?? —_- W14 x ;)2 WH x 10 W14�Ic ?? , Y- W8 x 1 U W14 x 22 — W14 r 77 i w14 r ?? Z • «n v c) W • ..Mit 02k 1 :4' �► U II N II RIrY-Mr H Z p it S 0 .r4 . . • �O_ W a O W14 4 2: W14 x 22 W14 x ?.' W8 x 10 W8 x 10 W14 r 22 W14 x 22 d'1 . ;% I - Y „ V' c i I U O 10 10 l 3' E 11111 O W. .I CU Q ' CA c t bi grk ® S4.1 6 .1 III Uri tL 4 I I S4.: W8 x 1� 0 W14 x 22 W14 r 22 W1 i x ;1 , / A x 1Q ' I VERIFY W * s 10 �' ! I • "8 x 10 I I W8 10 'w A I ;� FLEV CON R� W8 x 10 W14 x 22 I W14 x _ W'4 x %? Q/ © * N.. x r . W8 x 'U W 0OC1n / 31W14224 .ti- AI Li., .4 \ , �( x ( 1--Z W14 x ?2 W14 x 22 W14 x ?? W8 1O i I� W8 x 10 W14 x 22 / �� W14 r 22 W14 x 2? 3 (.., (Ni Z 0.---e' _.. _ .___ I W24 x 68 N I S3.� p C=1 • S4.1 w \ a < W CD o x 0 LL t b; W14 x 22 W14 x 22 W14 x 22 W8 x 10 (Ni ® u) i:^ , wl �� W14 x 22 W8 x 10 _ W14 x 22 W14 x 22 — W14 x 220 N s `r, a_ .. © ® 10 54.2 o 0Z 1 TYP ! o - Q O W14 x 22 WSJ x 22 W14 x 22 ; I ; wH x iJ — I W14 x 22 I W8 x 10 I W14 x 22 i w14 x 22 � _ W14 x 22 Q _ b v col. i ' -�� 5 n " ><L! v (' ® ® n -j ak N4 J J U iI W14 x 22 W14 x 22 W14 x 22 W8 x 1C W14 x 22 W8 x 10 W14 x 22 W14 r 22 W14 x 22 i i I a• bl 1 I " x 16 xr �it x —I. \ I .; --/---- W14 � ID �) 3 (-) f \ -'---- I I i O I W16 x 36 I— -I _ W14 x 22 W14 x 22 W8 x 10 W14 x 22 W9 x 10 W14 x 22 W14 x 22 I / I W16 x 36 TI`- 5 ,� W8 x 10 ::H — :: * : (0 [• gli 0 .2 H -- --' - - —40,- 1 ,H — cc�� 'o � S4 1 x W8 x 10 W7 4 x 22 Wb .< 10 _x 1 b , w I 1 �— I —T_ �o 0 � L I s I I I I -,k- �, -------1—. ___-- ! - T W21 I x 50 W211 x 50 1 W21 �r 50 TT Cr ® 2 I 5 .17*'... GENERAL NOTES (1.4111 ROOF FRAMING PLAN _ KEYNOTES . VERIFY ALL BEAM LOCATIONS WITH MECH. 1/8" = 1'-0" 1. ROOF DECK TO BE 1 1/2" VERCO '8 GA-MSB-36 DECK WI-H (7) 1/2. 0 EFFECTIVE PUDDLE WELDS PER SHEET ANC 1 1/2" SEAM WELDS AT 24" O.C. 2 ANGLE 3 X 3 X 1/4 BRACE TYP SEE OIL. 4/S4.2 3 DIAGONAL STR T - :• ROOF. 4. LOCATION OF 6 ST, •IPE • ECHANICAL SUPPORT COLUMNS ABOVE. SEE DTL ' ,-c 4. 5. LOCATION OF AN JN F' • 14 G At OPENINGS TO BE COORDINATED � -, . I E . .NI : ONT:_ •' 6. q • BEA IS 1 - EAST OF GRID D. DIM TO i OF BEAN. 7. RACE OF CHANNEL CAI 6/3/94 5BM/S..J .31477-77-----4 CHECKED BY - I RLi'S.lhi r 1A i Li)11ON :iii as»•c re © el • X•7�112f 94 ELS 1- --I 81429 4 44 a 3 LD • "":''`,%.;` �. A ri `qt L. •..d (Al1 en 5 2 ...4,i U IlEOM11000 LM MS . O ti 4 * 1111 06•0111 011.010 MA 0 30 OF 24f N 1, 294048.0 4 s•o/n(11~no 741) ___ _______ AS REISSUED TO i HE CITY 9/23/94 1 ..I 11'1,1 11..111111 I I�+ $ I 1t41 Dill �l111111111 i JliII; r�.4l�j Illl�Itf$II�i Ilii!�rit �3 ili ullilili I11II+11111 0111 ,1111 1111 ..111111 4111,1 111 Ia111111 1111h11111111m MIMI 111111111111111111111111T114111-1111111111111111111111111111 mlml mlllm 111 11llhln •IN� OM NAM nlhm MI6 "Mt MI" I REDWOOD LN . , 6650 5 OF 5 PACIFIC CORPORATE CENTER BUP 94-0171 ( BLDG . 240 ) 1 ....-..... ,.,,► ,... - .: .:- rr.. ..w. .. ...-.,..+r........ .q u.•...w rt�r...4lF.++r .. ... • ..... w•r. A. •. w. . s - .-., .... ..... .... rw- •,. -'.' "r♦"M -1 +w.w-.�iM• • .w . • 1 - atommsweiwommimemelgerralla / 11111011~MMII I Lo 41! 3 4 ) / O6. F.=•0 C ., STEEL COLUMN SCHEDULE ...!j =�- � 8 9 10• v 8 9 - _ MARK SC 1 SC 2 SC 3 1 -I c Ice I —�.�_ li i I (MID '� '�`'� —_. WI •'l'` W18i 40 nor W16%40 1• I OCA r ION B1 A9 s U Nn ex 40 A4 A6 E'5 2 • -. Al A i NNW \rriMNFMIMIIIMIIIM 04 G5 O o� AI 910 ':4 D6 (,7 .- 48 A I g ® oiN ® n 1111 0 GI12 J1 Z i 1) Z i i K4 19 + 9 W r• i l K 7 K5 4d�► Ke Z 1 . !0 N74x 76 'X. `,.. '.,+ 4741' 6 4.307 , 3rd W24r62 <30> -‘'\ W74r62 <30> MEW � � !V Z 1 A tv u (.4 W A 1 1 ;I UV 1 0 1_ r W N 1 , ♦ v .. � :•-'� FL DORS: 1 ! W8 x 28 W12 x 85 W1'2 r 65 N k i 2R0-ROOF I Z '8 i 1 _— ;•• W24r76 c30> W24x76 <3O> :' .,,t ---- --. 1 �--_ — . ' —. W v�3 �� _1,�- 1 -ttti` W71x6? <30> W74r6? <.i0 Y C FLOORS• x 28 W1'? x 65 W12 r 106 (, • in 1ST -2N0 W8 po IN • Ark 1 o 1 ' __, i - I u '� ® €0 v �'� ® 0 BASE1 , ;, 8/S3 1 1/53 1 7/S3 1 1 x " e I _ IX 1 FRAME 1 - ELEVATION I NOTES: W NOTE COLUMN STEEL Fy an so Ku -1st -- -\ ' 1 FOR COLUMN SPLICE DETAIL SEE 5/S4 1 Z 9 10 SJ.' 53.1 ° -YP U.N.D. W N FRAME 2 - ELEVATION v Z ,1O NOTE: COLUMN STEEL Fy - 50 Kul Li�S 0 NI__ W I —,ce mit 0 CXON Q�C� t eLoZ I U— Q © <F> O O . C:211 V� 11".1I U ROY- W18x35 /•4-•'1 W18x35 ROOF ! W21x50 ,'-4--• W21r50 3 2AL 4 o+ $ S4.1 0 x,1 N UV 0 + r * O ni 7t x ° � _ W m ,yd W24x5� <30> ,•• ''� W24x55 <30> -J — — 3rd t W24x84 <30> w'. W24x84 <30> P.P. Tr> r. \ N ..,......\_ _ Z 1'AZ . e 0 T. P ` t )1' STIFFENEP e T x 1. ch I h i i i v 4 i I %, it ; / !AT BEAM FLANGES ' ` �{ 1 O m ` v '> .... -� WIndx2 <30> W24x67 <30> 2nd W?4x84 c3O> W24x84 <3p> I1 ® x o \ % M LI I o 9 w --- a '" %•1'1'1'1'4/1'1'1' //i/% LTJ rrk ccrtcn nn _J 2 j E Z c, i i I • I H O 1 I U cr Q 's1 +et I I.IL — 10 1. I 1,-0. S39.1 53.1 S3.1 - — ---- t' W Tyr 'JN.O. WQ © FRAME 3 - ELEVATION MI FRAMI= 4 - ELEVATION 6 BOX COLUMN LJ z %, NOTE: COLUMN STEEL Fy - 50 Ksi :.t, NOTE: COLUMN STEEL Fy - 50 Ks: 1 1/2'-+ 0' o < ! 1 r. IRIF WIN 4\ Iti `:t •/ x #• :,.... ____,.....,, . , .... ,..; I il IP 1- ' DATE • 6/3/94 DRAww 9Y: i SBM/SLD t CHECKED 9Y- • 1'-10' r 1'-4" 2'-0" * >w 2'-0 LJK '1r Typ. 10—# 5/16 / 56 N TYP/7 ` S/18" 5' r? � 2" REVISION it `� I \� I 3�. ` I 10110 0A11E ' 473 tom' rCs - O O fti0 0 5/16 / .r{AT FIGS N AT FIGSk-0.—•-• AT FIGS - � n o ,/2 __._— o O O .-.--••.-.• 131 N 1 `�� 1! 1J�' x 22` w 1'-10` W/ • \ ` —e i" x 22' x 1'-10' W/ O \ ` ` .�.-..-._ �, «� \ (4) 1'0 x 1'-.0` EMBED N (4) 1"6 x 1'-0' EMBED i O ;.....m.m...�kO 1 O % O \ \ A307 ANCIr7 BOLTS N N / A307 ANCHOR BOLTS iv N N cr, I e ti` x 24' . 2 -0' W, ki \ ` S ` \ i % r �(6) 1'J�A . i'-8• ENE3f:i N ` ` I 4325 ANCHOR ROLTS \ \ .+.>b.a nom......[ [� O O ' O O /.--e 13(. x 24' x 2'-0` W/ S•# ,e '.�� "woo% '»r �+:. .r-s a� �_ _� •• (8) 1 )4s x 1'-8' EMBED I • a^ Ji--- --- I LO \ 0A325ANCHOROLTS 1 1OGROUT HOLE GROUT HOLE — \------ — +� - ---._ ---_._ , i V \,_ GROUT HOLE CI is H COLUMN TO BASE PLATE �-_--- a COLUMN TO BASE PLATE COLUMN TO BASE PLATE ',7-1—: COLUMN TO BASE PLATE S 3 . 1 .... 1 1/2 -1 -o 83.1 1 1 2.101'-0. 1 1/2 -1 -0I 1/2'-1' o Os 1 r - --,Ili:: r '. t Y, vo). I I '", " '1 • : ,nolo Nn „t 294048.04 Y As ISSUED FOR 1 94 . . AS REISSUED FOR SHELL 'PERMIT 7/ 19/94 S E�' 1 3 1994 >� >w+ - - � ,� ! ••,, •,„,„ "•fit <' lare �' X�R' .w sjM ti#! 11174* "1P 1► . .. *u as,. . ._ 4. - r''''''' ' - - _ _ - - - - - i . _ ---- "N" ROWS Of 2 NOUS S t A -- CAP Pt Art WIU iH AND 1HICKNf SS 10 '(41E 1nt_4. --�- Pt Alt ,,!• • SCHEUUIfD GAGE. CONFORM Pt 10 FiANGf :Ilf IN COwlNf IIiIN MOMENT CONNECTION SCHEDULE _ -�- �. `''V ''. ` " =_= TO COL. f t ANGES '�t f 43,74 Is. 0 SC►IFOUI f 4/51 I ' W S• s • I/41 \ 1OP • ik)I IOM / HI AM o f I AN{.f I'1 A ii {t AN�.f H�� TS r ~ ' ,, I I l" 3" 3•' 3" 3 4 av7 .....__ T , Ilf wtn►{{ I11cKfNi , , ill (,ItAli[ 4 iii.''. NO )F •NOwr fl GIr,E / • • / ;•�r. a .►. . ._. _ -•w` ;+#- -- „' j W/4xH4 �._ 14" _.-- 1' • 1"1' _--_ A4yU `>C 6 `. �" 1 O • ' A N t PAC , a 'W74Y76 x14` 1'1 _ A4f?Q 6 5 , I�. s' • 1 '{ a. . , • • 1 {L, .Q .i �l w� �• •i �_ W24xh2 4" 1"' • 1 / .•►:, + 9. V .� _ r + • • mos�o�e�w�w� W?4�',', 14" 1`� A490 SC 4 a` 0 4 • • �� • • . • 54.1 ._�,:..� sir J _ W/1x;D 14 1 t / 490 SG 4 4" •' U E 1' • • 1/4 \� • • -�j�/f• • W'bx40+ 1L" r_ �_ v A490 SC 4 3 -r- Z M • 5. • • • • V �'t7 • • 1 SIUt S W I Mx 55 12" �_ t� • A490 SC 4 _ 1-A_ --d- _ _,_ CQ �, • / 1-- • 116 •i ••••• u� v .- ti Stiff. K I • • ` A -_- ^ .ti �^ Z • ` .i -- - • • �- • Cr �► . a �,____ �IARDt NfD WASHERS, \ • S4.1 V. PLATE 1/j �` / � [ oLrf II) HUI E OVi RSI/1 HU f : I • Lv v BEAM �'IR 14 T PL AN \ 1\, L;' L ..._-- r� `tT011 ' tat; , ire;v Y1 Xs-F. • • ev 1� i 4 • f F I t �_ 1r. • COLUMN PER BE AM WHERE BEAM PER " ___ PLAN / b OCCURS / , , /4" NOM. PLAN 1.�,•I Q < C r I '?1 k 1�OR 4 / r -f LANGF �' SEC CONNFC TION ti ^ I R t-tf (BEAM)-- / SCHEDULE 4/S4.1 N(111:5. -1-- BEAM ANG t:oww• fol 0 n f 1. USE SiO HOLES IN BEAM p[� pts p Z. , . 'x ii COLUMN PER 2 USE OVERSIZE HOLES IN FLANGE Pt A TES AND ',HiMSLit ' PLAN -- 9B 3. SAYING SURFACES INCLUD,NG SHIMS MUST BE BLAST e • N C 54.1 CLEANED O O C 1 A . ig) t NON MOMENT CONNECTIONNON MOMENT CONNECTION TYPICAL MOMENT CONNECTION n MOMENT CONNECTION SCHEDULE COLUMN SPLICE d L a.1 • 11/2'=1'--O' ''' C2- .1 1 1/2" - I'-0" ®TYPICAL BALANCE OF INFORMATION ON 8/54.1 1 1/2"-1'-U" C' 1 1/2".1.-0" CC 1 VT '<W. _ ri,1/27 "N"- SPACES • 3" q WASHERS, TYP. - __ _ viol _ _/:e0ENU011 1 I I i�»_ El id1 Z -- - S4.1 N 11 i-� i I i 1--- / �� -T ��.�► __ BUTTON-HEAD TWfST OFF 01 !�� I I �i ��i r o T N it ,• SPLINE TYPE, H.S. lENS1UN �*' W ' I 54 PLATE 1 2" \ �4 L. ` TO COL. FLANGES I r _ -� CONTROL BOLTS, SEE SCBE U _ _ _ _� �_ -- _ _ _ _ J 1---11 _ - -0-N _ _ _ _ ----71 _ w� , U Z l 7 TOP & BOT TOM i{r� � }� ( FOR SIZE h GRAO� --- - - - - --�--� 1 r - ,per l �j Ai 4. - �.{ _IC . „, O� `," •%~t.`7� C7" �_, �C_> �7 1 L � _. p w :--:).....(22_1!)......*_. O O � Q I�V� •� O �•� /, �- i_•._ = Y I I W • • • 1I • 14 `"N" ROWS OF BOLTS • 1 • _r /CERA IC o i _ f _- ILL - - - - - - - Q O • •I • ti ti • I • 54.1 SEF SCHEO. i •• 1 • < BACK SHIM THICKNESS AS A T H O N I/41> /� I �E3ARNI. O STIFF. It 1 R[O'D FOR flr Up BCL SCHEDULE • • I • ' I I • • /41 (OR) LENGTH = "N" x 3" �' "N"-1 SPACES • 3" 1 1/2" ! 1 Q • • I • I • i ® • I WIDTH = GAGF + .i' ;CHFDULEU FIANCE PLATES r '0sf '� - * BEAMN0. OF A-32550 _. REMARK; LA- V [�- , <BACK GOU vE Q O - - - - =.1 f tr II .,, ', - `i� / ; IP , T; + \ \ --- - --- _ W,Z. 114 3- ". v I 1 PLATE 1/.. 11\---BEAM PER -- _-..__ - 1 2. BEAM WHERE PLAN O O O O • ! W16 r 4-?("• U viJ \__ BEAMPcR 1 r- OCCURS \ ` 6 6 �� t�i 0 __ DI ! PLAN / - �y { ® --�3 ;FOES ; - - - _.-7. ..-N-_--6:::W -6 : i COLUMN PER R t=;tf (BEAM) /� W1a 4-�"v --- � O W PLAN D b COLUMN PER -� 3/4" NOM. kas; \ 0i )6r W21 5 •0 I 2 -k1 OR 4' - f 1 OO 0 g /PLAN - - 0 - <9 1;) % W24 filileil ' t h" CL r W27 7_.1"• I t NOTE: WELD LYSRREQUIRE GRINDINGOT TOM FULL VIEW TION ` IEW I A'iG 7-1w0 1 t *w . 3 'NON MOMENT CONNECTION - " oCONON-MOMENT CONNECTION . 8 TYPICAL MOMENT CONNECTION N. 9 MOMENT CONNECTION SECTION o • - 54.1 1 1/2 �1 0 �� 1 1/2"_l'_p" ° W33 9 "• Q h 54.1 1 1/2"=1'-0" 1 1/2"=1' -O" U (./) Q, ---- 3 1/2' TN?. U.N.O. I- 1 I W _ I a w � '4 14 i 3' TYP. U.N.O. W ® S4 1 S4.1 I 4 1,'2' AT W24 & .. = :a Il ----- '--- '17-1.-",-- -- - - ----- --- \ I CC i __. _ .. . 1 1/2' ; ?/ AM \� J• I ti /______i-,< • - I • 14 L 3/4 5/16 v U • t D I • S4.1 L3x3x3/8 • 1\ F• MAY • - - i w :. 3/4 3/8 Ct t W �I ^ • a ---i TYP. b. 3 16 z 1A J -. .. - ..._•v Ili \ • `._ ! 1114mor ArANAA1 16 TW 3 . it / / • NOTES: • IBOLTS PER NOTES: -I SCHEDULE ‘, 1. AT ALL GIRDERS WHERE BEAMS FRAME INTO -- , ` --+ / ; • , 1. WHEN "X" IS GREATER THAN 6" AND AT ALL ONE SIDE OF GIRDERS ONLY. MOMENT FRAMES, USE FULL DEPTH SHEAR • TAB AT DEEPER BEAM. 2. AT INTERIOR GIRDERS WHERE BEAMS FRAMIN , I 11/; 2. INTO OPPOSITE SIDE OF GiRDER HAVE A 1'-D" L3x3x3/8 -----' OFFSET OR MORE ' 1 .4 'j-s• .4,--wr e- \-,, •„.. 11;:iSHEAR CONN. ,4T INTERIOR GIRDER © SHEAR CONN. AT INTERIOR GIRDER 12 ONE SIDED SHEAR CONNECTION �_, DECK BEARING ANGLES AT COL. �, >4 TYPICAL BOLTED CONNECTION _ - ` r r 1 1/2'=l' O" 1 1/2"=1'-O" $4.1 1 1/2" 1'-O" " 54.1 1 1/2"_1'-0" 1 • • ,. • 3/94 r SB►.y CHECKED 9` FiELD MEASURE EDI T1CF. QE:S.>.i ♦ i IF SKEWED a 5 s$t ; CL0 II I 1; �I 1 I c t ,A'tr 9Nv 11 COL PER PLAN i TS PER PLAN L2 1/2x2 1/2x3/16-- 1 1/2' r 1 l/2w '1 1/2" . ' 41 7 L II I � o '� r 11 I • 3 1: ' 3 16' •1 r 1 CSR 8 3194 1/2x BEAM WIDTH R 1/2x BEAM WIDTH - 1" CLR. a • BEAM PER --\ HH w/ 4-3/4"A A325 BOLTS BEAM PER -. w/ 4-3/4"0 A325 BOLTS ® - _ I \ ` ' k PLAN { IAN Os N. II 3/16Vcr \ \ . ,'' 'VI-6V- . / SC I I I / �. � i .= - 41 ___________-t- I --._ _ ZAO1 3/Sw I � 1 `- I_3x3x3 16x0'-9' w/ l.1.3113u3./16-- ti >ThipTYP *. 2 2 3/4 v HEADED STUDS 2 3/4 • HEADED STUDS 3/16 L., l& -.;-. _115.0% .- *-4 7-1 �.��.� R 3/8x4xO'-4' w/ r•rItYtiP'!"1)ta'. ' a.0 • 1 hh. ____. __. ;':.,:'Z i:' ia1-3/4"0 A325 SC BOLT - i 1 It 17 44 3/8 STIFFENER EACH . � 3/8 STIFFENER EACH �� k 1 1/2" ® NW SEE ® FOR NO 5 / SiDE, EXTEND TO EDGE SIDE, _XTEND TO EDGE NOT SHOWN 0- OF FLANGE OF FLANGE S4 1 • N C:i)TRANSFER BEAM COLUMN CONN. 1s TRANSFER BEAM COLUMN CONN. N AM BRACE TO BEAM CONNECTION BRACE PARALLELL TO DECK ego BRACE PERP. TO DECK/SKW'D -b. • - 1 1/2'-1 -O' I 1/2%.1'-0" Nir 1 1/2"=1' 0" 54.1 1 1/2 1'-0 ir cr 294048 .04 `: o,rootodoilli, our es••ni OM sal t 12 OF 111 _ viola • M✓...'Wtlu.we ..r.wr_..,... .- .:S,Yw w. .... .. ...W. ......w..dltlS*.i. . .......e. 4d rr.4.., .; -..n.. SEF 131934 ' I it'IhI'�iji�` liq M I --•u 1111111 .P Ut 14U. Ntiii{'I D • (,, io '....Ts; - 1"iw+ 411,1.41PMilit1411.11.>* din'du N m AIN 111In!! win ' rili 41.1IS " .1" , F • fat. ', , rp111111111. _ _ _ ____ __________ _ - __ ___ - . w....�..,i� 48/1/I -�w�� -.��ammor • . - ,O. ••�_..__ - •••••••• ••••••••••••••••••••• •••••••••••••....••••‘.. lr ♦•!.`w 4►W 4 MMb • 4' • r1t A('1 D St4t AR CUR I AINWAU. AND �...�.- �:AM C�1NN ► 4x' LONI �Nt 1 04 x ti' 0` A I 14" ----- •... 4'-0' ATTACHMENTS PEP .•....-, ►'lAC! At GIRDERS �� AKGH'I I r PROVIUt. RI INFOP(1NG /4 AT 24 O.C. 1 • 1'p' `,t MAXI f••'4 �• Q.. [ ,� y (CtNTER RI IN' / +�.r" � , UVEB GIRDER) IN SI AU PTR --... , 1�"�(/ , I }� VV 2 , j fl cX1N''RE TE F Ill ' 0 ' (IyC1 P:F.) F't•J,OOD F til 4 � � /4 CONI. G 1 TY0:...f. '5%. I. ClR 54.? 1:41/43-71-6-1,3-12` •W1L" , max .f.;10.......... Z �j��i. o h COVE R , \1` • I NO RI TURN PO • �• •� • H f YP , l I N 0 \ 1 CLR. I 6 GA�` �.771j C e %� _� �1 -.----r4-;_t--�-,! ---/ --. / vi IN" .3/-i-T L4r1r14GA ♦ O'-4jf• �' `.. f)/ Z • '.�' t......... 101 5i CZ n i l(1SUkE r - 1 v Oh CLOSURE 711111 W [• V'1 t __. ----� 1 ♦ ♦ -r�_` _- - ..... .�.. CONTRACTOR 10 SHORE --"---.. --•l •13.11 • T..(,',,. W �" j----- OMEN l w 17' 1" ENUf. r • Z I 5/4"• r !,• LC. 1/S 3' RETURN`: (' 7GHEADED STUDS ` 1H Ir' �•AT 24` O.C. i -t ' W • o, A \ ' , ( F u I 20 GA - r TYPE W- , METAL DECK TYPE r� 1 , P V f } --L BRACE IR PERPENDICULAR 0/ W o 44 AND DIRECTION PLANN OE 11i - _- BEAM PEA' PLANS t / �• l N © r h ORMIOI:k w1lVANIZED SPAN PER TYP. i � • PER DETAIL Q METAL. DECK 2-SPANS -- I ORM" PER - I MIN. •` 7-1/2 • EF7`ECTI�I" / I I m - Nom OLDS PER PLANZ _.►-.__ SHEE T PER SUPPORT .--♦ - _--- -• R11 •"/•, '•• PER •PLAN W {`/1 ; --.� i._._. I ® Y • vi a PROVIDE BRACE A 1 10' 0" 0 C U . o r G MAX. Q 2 Ci6Gd ,j TYPICAL COMPOSITE BEAM ADDITIONAL REINF. AT GIRDER 3 INTERIOR EDGE CONDITION ( 1\EXTERIOR EDGE AT CURTAINWALL 5 ROOF FRAMING DETAIL1 io 1 1/2"..r-0" 2 1 1/2" 1'-0` 4,2 /?"_, � ' '/7T _ e•--- Z ~Z 2'-6_ W ' J" CL 4 TIES A T U N Z TYP 6" O.C. U.N.O. ,,�( O / 5 W "v V `�� 5 TOP ---- X r\. -- -- -/ L33CONT 41::: AND BOTTOM X Q O -t y / Lii IL /, ,' ♦ r 2' O x ! ! (� ON CX - ..4 ��1 S4.2 ♦ I __ . D a in •h -'OOLEC EDGE 1/8' V • • 2 2 RADIUS MAX. 0 Z 1/,/ 441 V 2'<� `.f I I X 0-' 0 �4 AT 11�" 0 C E w (^ / `h I 0 1 L 3x3x • 3'-O'oc • I '1'P S. REINS • S-/�a }L 7A io �_- _____I" 3 • STD. PIPE WITH CLOSURE -- -2" `ZIP 5TrRIP' •r - - 54.2 • - PLATE - 44. ' / ATT"ZIP STRIP" BAR �� 56" LAP - \\ \~\ / _e 1TIES AT AT LAP .., o i _ �_--_3/4•f r ,•-•- :DNC r`.1N.. .r- t r-----_ • - r . .- ,- . . . I elerAl t • ,,, SMOOTH DOWEL A' . �� T., ' �� . • I 1'-6" TYPE • S` SLAB 'a Lal..... II 7 • .. '. • PER PLAN- '��I/I� ' - - TOP OF BEAM -#4 AT 18` 0.C. E.W. SEE FOUNDATON PLAN L-(2) 08 x 1O'-0' STAGGER SPLICES I TYP. S.Q.G. REINF. 0 5" CONC FOR FOOTING SIZE AND ALTERNATE: SLAB ONLY I REINF. SAW CUT SLAB TO 1/3 SLAB DEPTH NOTA EXTEND GRADE N BEAM TIES THRU J FOOTING CONNECTION Control Joint Q84 Construction Joint e ROOF FRAMING DETAIL GRADE BEAM a ROOF SCREEN C, 1/•�"=1'-O" 1/4"=1'-O" 34.2 3'=1'-O" 84.2 1 1/2"=1'-O" W NW 11 �1 10 NJ 7/14/•4 -J Q 0 0 - V iI yii D wiltW 1 E3 1/2" /1„ ' ` F- A SECOND FLOOR LEVEL N i % ' • LIU .48 y BATT INSULATION • . . .�� 12 siv -11r-Y; , ®STM. ,_.. . ,„ 12 - � / /� �e.s . 8. > A 1'-8 1/2" t i� Vii, T iimmistomi _ . ! T/WALL - % 210.0 BLDG 240 . rrss; SECOND FLOOR LEVEL ,/ J LI ,, • yiy 185.5 BLDG 241 l r `�1��t14�ti°1��" • Lc, a 0 ---- ' t'A SEE STRUCTURAL '":.�7 • I DATT INSULATION l Efy ,1 n �� - 4 f r�� j - _--- --CONT. SEA_ANT ' F'OR SLAB 1 I I a �� __ _ _ S4. � , -SEE 4/54.2 FOR CONN \'‘ rt` J P• ` --- BATT INSULATION � A® r jl iti y:- i! I - I- =4 I I -� ¢ • _. / r - �� -t0 STUDS AND SLAB 4T_,, , -r _ '' 1111/a may, TYP 'i' • I ' - 117317-1 • ,\ `' 6 GA TRACK BLOCKING r - ----Tr--, -- 4°4 �Y//. i� i._ I I I I-'I -- ww y..r N. - • - r y.,, - - - I�' `*' • '� STEE COLUMN BEYOND-•- • ► L •��!' �•�' ••b•I �•••rb•••Pd�A•••b•P• ii:,? ;Si,?�i�,i•.:.i.. �� -ea-1Z- - �3 DOWEL X 24" L..; .. t`• �:� i l'. : . . L ,.- I i I - `"� ' ]� N ,...;VA1. ,. . l' - , .� • • ;�'� T7,4i BEAMSEE STRUCTL'RAl ,RA^19: O. .r••.•�.•.•_..::.`•li1�sC 4, 4 `-' O 16" O.C. - 2 -1 I. .••r .. . �/ I .{`!:';,•}:" `tO �II�II��A ' , ‘‘ i Jr . •. .1 I GRAVEL BACKFILL NOTCH 24" WIDE POCKET / .��, �� \ / ^ ^ - . - CONC. SLAB 0 ENTRY � I^ ® I #5 • 12 O.C. •,,,,,,,.• :; IN WALL FOR COLUMN PA \ ` ECKE.. «B CLR. r! �' •` PROTECTION BOARD : /.-- ; -- t EA. WAY Y♦ I K :..� _4y ri �' • . . •a BEYOND. -6" x ,6 GA STU05 A ` ::•:..•:• i �r WATERPROOF �� _•.4::.•-4-•- I i �=1 =;11.i--' '11'•-- -.- -=i r j • r•• ' MEMBRANE /-------BUILDING PAPER �,� ��`�� 1' 4" OC W/ 16 GA TRACK • �` �'5 VERT O 1 8" --SEA GRAVEL ♦ TOP ANC BOT'OM REV'9C.r -� =III- . .�s f -N.. ....".%%%.`•\ - ♦ 71 f� 0.C. O / / \ 5 •• EDITION o ( • • •'' • - LOWER FIRST TWO FLOOR • I J •I~_ ♦ -del;! ,N5 HORIZ O 1 / "-----THROUGH WALL FLASHING _: -• K +4 :_:-:.. -: BEAMS 2" AND THICKEN UP �. °. •' % 1 11 ;�'+ i •0.C. O " •• • /' I \♦ f i ¢ ? 2 A'ti ��` SLAB IN THIS AREA '. ;"•:•...0.4,40,14; •_8 ••- . •_••_:"., : . . .•:I .i:er. %/ / 3 DOWEL X 24` T- • '' �.-!~:•' I' A14 O 12 O.C. WEEP HOLES O 2'-0' O.G. / I -BRICK VENEER _ BETWEEN GRIDS 5 Jr 6 N ;•:•�•: P` 40.0#.0.-•.:* #'4 �i =1 1.1 V T,) f . •r.,• PROTECTION BOARD O 16" U.C. ,� i:•,;1:•- kl I X 112- 36" -;01 - `��MI . :•.:•••i •1-•`•: -AWL BACKFILL •1• 'o :1�,✓ ••=•-••; WATERPROOF MEMBRANE /4 0 12" 0.C.-----� 7.,y' FIRST FLOOR I "'. I I ,, a 14/X/►4 . Z•_6. .• ''� FA WAY 'ROTEC TION BOARD • -sr ►-"`=" --'� SOLID GROUT, BOTTOM THREE I.. ... i_ ___ , '� " - - 3333 , •_: GRAVEL BACKFILL .1• �t�•r __ - _ ' `` 1 4. OC ` t ' .,, WATERPROOF -�. DRAIN TILE • RSES I I J II 16 GA STUDS A' . . . • • '/ MEMBRANE l 4 \N. C"�- - - - -- WATER STOP . -rim. •ix-40 5) ,(M4'S • d . .`• . /5 • 12" O.C. r. - _ IVIL - _-� ti PLUS /6 • til r [ __ \ I = 2 • • OUTLINE OF GRADE BEAM, • ' r OUTLINE OF GRADE BEAM,�4y - = -1!-_ -►-,. r ;77 i ; ' ' • I, OUTLINE OF GRADE BEAM, • ,:•:•• I ' 'i N. 6 �� I n • t?' O.C. -. •, . / w . . t •,. • / • • (14) /6 CONT SEE 7 54.2 OR •4► • SEE 7/°4.2 FOR • . / • �. :s" !�-. - - I)/ ...__._ .. SEE 7 54.2 FOR ..- !' •• •EA WAY . i REINFORCEMENT ---- :�:'�� : • • •� REfNFORCEMENT Z = NNW 11 t • 4.1$111:4-1117.... REINFORCEMENT, 11, 11 `i g♦ ; _j �• a.�:` i /$ O 12 O.C. EA. WAY A -- FFORIZ. . . . .;: . .:: t o ` •_ __ - i ,. rL� �A. tot ' - - IIIIII -- lige117.11.1 J►.:3a�. }b r�4" MI x t6 GA COLD Rohn•. • • • • • • • L• • • •.•. • • '•/ e • --11l. r - ` {� 7•wp, .•I `'lI.:-L •• -. rI il • 1 r�� .. .� L b -0RAIN TILE �- "" CHANNEL 2'-3' OC MAX N';' . �.� :•• _ '. �.''f ._ate .. _ !• •, • % 4 4" P'_ 'EK SCREIM EA S'lJ0 •►fix':: n " •. 3/ ,1- N . „,. :, ,, " k - --(5) N4'S ti r._.._ , - - . • - I (4) #5 CONT. TOP & BOT i OM 4 I I , C0-. INL)OUS 1 �- 2,_e. 4" F ,-L5 x S x • LEDGER-GALV 3'-6 -------05 0 12" 0 C TOP Ar BOTTOM -� V) LGRID 'B' I ��` / 1 �f I -i116 I 12" G.C. GRID 'A' GRID 'B' F' ir.4 '. -6 2-4Ar7-9 �, 3 -61-2At914 ti3 -- - I GRID '1' ! '10' 1 ,��\ FOUNDATION DETAIL 14 FOUNDATION DETAIL t- © BRICK SPANDREL SUPPORT S 4 . 2 il. . ,.„ C9 FOUNDATION AT 2ND FLOOR ENTRY FOUNDATION DETAIL _ x� __ _ 1. 3/4"-v-0" 94.2 j/4-O • t ' `'"-"--i' K , toy OD f 1 1 1 Iii f I �1 .MTP K C ---+ 1143! (R v7/f 4194 0404 VI 4/94 T I 29 40 4 P n .. i ,,,1i,4.e„s,, .'" , AS REISSUED TO THE CITY 9/23/94 _ -J =win-:, ...a'. . . ::111' 1 .~ z44..A.. SEI' 1 3 1994 'ii 9iiiii , ,. iii . opoll , , . 44i . , 1 IL1L ', • •,,,• •, , ,.., - , kap i . R "11'114 -1,a 4814+1 RV ma : tok r* 'woo we w WA M- Al** W W•N ' 411 .,•11t11,I ix 1 ► -. -.w.� _ ..�•.• •.-._+.tea_ rw_-, ...�.�.-.. - ___.!�•'-----_.._ r •-. -��.�w.._..�, r'.-- _ �� _�.....-. �-.�.-r.r.•-.. \�, ""..' I\€9.......A A _r. sx � xf O X ) 1 1'6- y-p IO'. n- I1. i. 1'' • G IAL IAI STUDS �' t" 1:3111 1xr V t E SM t 1 53.1 I - — l 3)} X 3 X X c.ON 1 SLV) 1 54'? V +�. S?Mt/t 1i1Mt.'t • MIP Si'Ak ,/ ( M ' 60• _. ic.; ;. / II/ -i-- ..... >z / OE / 5 5 ,S a' CON: 5L A8 w�H • ie. / 1 --T.S 6 x 8 x j( • GUl GRID tt tea' Q.C E4. IrA r j y�,� S . 1 //71 j • PLUG IME LU t I� ore, - -�.115.- �1 <• ?I' OC � � 0� ,.. .„...1 li W .C764 t • . 5 ri II K(1p SCREE N Olt w �(� ✓ J••11".. ...., ..._ . f► !! I I —\ , . t..' • ri to 46 - L 5 X JJ� X4 X CON T.01 V) ! \ MAX 1 �'7 V►1/I h 1 , I Kl'(M — I 111 r� .., .. Z t.• 1 . i 11 . —;•••• "i•,.... ...., 4. Nk,,..MOURIM.-••.• noft'4:, 2 "(Z.:4>-- I, -! S/I• MAX ', 11 • . • • • •.• . • r •Vili Zi lift . • 4.4% IP •. • rr 4 T W lit-;4411 11 ri I VIA/_ . I IA _ . •,....../77-7../.-....-.......... • ' COL. • Git10 S t 6-- ., � [�— 4 1 /1" J .• x4 -6 A706 • t6. O.c. 11 2 %: oil • .'• SEf SCHEO. + i `,w TO �' J( X S •• . • • • •. • • / • * 1 ----CONC. RETAINING WALL • • . r e'gXx x11 +� X x 'x• • 48" o c �\ DRAIN 111E Cr • 1/ OIL SLOPE W/ VAPOR EUARRIER L4J. - FDO'INC SEE PLAN t~ � v — FORM AS REQUIRED USING F,._I- --4S- LIGHT GAGE ENCLOSURE Z 9--. MI COLUMN/FOOTING CONNECTIONC2 PARAPET^SUPPORTUp dWALL__� ALTERNATE STUD ATTATCHMENT ELEVATION L J lap 3/4'.1.-e 1 2"=1'-0" REFER TO DETAIL 4 S4 2 3" 1'-0" 1/4"..1'--0" O N i LaJ �C) 0 *. CC 0 N H C1. . • CD Q U . . Oz Q Va U 7 U _J F- � Crl 1•-8 -t al l U SAJ PROPOSED ADON'L WINDOW © Q CL N. 1r S/u/w OPENING \ /4 rIES • Er /` 1 10'-5 3 4" -- 2'-7 3/4" (2)-1/5 \ 1 1/4 4 ;_ f I (1)-#5 \ 111.1••‹; �-- 8) Ny DWI •��—� o 'i I RSI i ' �'�� FIN. GRADE I111.3 9/22/64 / .• 6 . ~ Z. I Q ——04 CROSS TIES r— a __ a. $ - _ L 0 — o ♦ I .•... �� ir�k�• 11• oc HORI,' t 41)liO TE SEE 14/S4.2 FOR TYP WALL REIN• Q 5 PLINTH SECTION s SECTION II ROOF BEAM 7 PARTIAL NORTH ELEVATION CC WO1 1/2"a1'-0" 14.3 _'�"=-1' 0" 3 SOUTH E LEVATION SIMILAR 1/R"- 1' 0" . U D CKF- N 1 . -fir o.-:A t . 6/3/94 � � IA ty . SLD CHECKED ®v. ,..JK T RE'••SCa _� Ea''10i. 1` ! 0.:SweG 1 f i k DAZE. _�� • S4.3 2[ 11/3/974-1arrr 1 ■ ■ ■ ._ ■ N - ■ c -- 4. ca Q.'1"...% ':. . :...j w S"EE 3 cg r, r. 0 S 4 . 3 cr feti,i .1 S RE 77•00000 w,.,NN It .KAP NC F 34 M-01>1 NUN. 3.0) L aw o►>w qt OUP 04 otrz 0O 201) AS REISSUED TO THE CITY 9/23/94 t SI I 1 3 1994 RQ� LM D 1111141 . •4, . .; .� 1 I �. 1 I iilI �11 t �'IIII1111144I 1I1I1I1(1I11 IIiIf 1 IIIIIIIII IIl'lIlIlt .. . . • •dt a ru ' i"t* r 111' 11,1111' rnlrnr 11rllnr VIII iU 11111111111111111111111111111111 III Ilnllur nfIHII 1111hm,uulHl1hu11Hu IrnIIIHIm11H1I nntH1 /Mk MIH 14. V I