Loading...
10500 SW NIMBUS AVENUE-5 If1'?I, +.•,�mfr �*... 1 4, f M u � I t • � u � p PROJECT TEAM INDEX TO DRAWINGS TENANT IMPROVEMENTS FOR: o . OWNER ARCHITECTURAL ,a INSIGNIA ESI; INC. 71 TITLE SHEET o PH. (503) 8705 SW NIMBUS AVE, SUITE 230 A111 SITE PLAN, EGRESS DIAGRAM, CODE SUMMARY 19 BEAVER 31 626-2277 OREGON 97008 AQ2 LEGENDS do ABBREVIATIONS ;9h a ,e ti AW DEMOLITION PLAN At1 PARTIAL FLOOR PLAN A2.1 PARTIAL REFLECTED CEILING PLAN R,&w.j t p trl• n.' T, v'c . vo tno 'ro• mr a'sr'.:' TENANT All EXTERIOR ELEVATIONS Fot,m 40'r(It P Dmr uN ra a'Oft Dr ar prtr a'+'• Alt SECTION, DETAILS !, Nf r•D'tlNe!flr W,4%Y t011D^Yfllf:'1 F, VnO.InY lH tN t^Dt SCIENTIFIC IMAGING TECHNOLOGIES, INC. AILI DETAILS wo.— a is nrr,^ 10500 T:"t pdHfTl'tit r5t.'I.1rrn',. 1•r brnr rYs r '•t Ovt.':!a •aw YY.rOr(r aT rr Y.}H[w'rt"s ^t SW NIMBUS AVE AQt DOOR, FINISH do MATERIAL SCHEDULESTIG h'•r.'•n:lf 1.]t'KT ARC: 431-N 97223 PH. (5031) 431--7130 FAX503) 431-7170 _-— PROJECT MANAGER: MIKE COLLI;AN llW fes' ARCHTECT STRUCTURAL — RALSTON ARCHITECTS P.C. 81 STRUCTURAL NOTES (JJ 15220 NW GREENPRIER PARKWAY SUITE 340 BEAVERTON, OREGON 97006 82 PARTIAL FOUNDATION PLAN PH. 503) 531-9492 83 PARTIAL ROOF FRAMING PLAN _ FAX 503) 617-0312 84 DETAILS ATTN.: KIMMO AKERBLOM SPECIAL INSPECCa TIU"� "•1=�ViF Stale of OrecCnh .tf�C+Ura! III IIIIIIII __ , ("/{I (III I I I I I I I I c3 concrete.an.:ficln`o..,nrr ' /11 \I L:I I I C7 Bo1!s lr,:':1c31"G: tc I) GENERAL CONTRACTOR F_ ANDERSEN CONSTRUCTION CO., INC. E O 6712 N. CUTTER CIRCLE MECHANICAL p � C PORTLAND OR 97228 FAX 45Q ) 283-671286-2114 FOR eue�rrTtEo u SEPARATE COVER I I II ATTN.: DAVE GILLMOR BU�D�Ki PEArfi it I t ❑ ---� L_ � o IIIIIIIIII1IIIilll MECHANICAL/ELECTRICAL ENGINEER I = �' o CORBIN CONSULTING ENGINEERS 'r I �- �� a� 1 U PMB 191, 1315 NW 185TH ~+ x U 0) III Q PIGn;rs•C•;1• , ...}_ -•• I BEAVERTON, OREGON 97006 I I I II I III Li�i o Shot-.113 a), PH. 503) 356-8344 ELECTRICAL _ ' FAX 4503) 356-8644 v g ;; EecA.c .on o�. �'� L Q� SCOTT NELSON P-c d ATTN.. SUFI nw UNDER SEPARATE COVER °` "• • O srrcr.c-Conlr: Q > F��p D�y�pBW 13,1 Q'"athar Insh�c"ons STRUCTURAL ENGINEER U) KRAM R- H Scientific Imaging Technologies – SITe . �- a) U E GE LEN ASSOCIATES � 400 COLUMBIA STREET, SUITE 240 U VANCOUVER, WASHINGTON 98660 PH. (503) 289-2661 Backside Process Area Clean Room FAx 360) 696-1572 10500 SW Nimbus Ave — Tigard Oregon - ATTIC: RICK JONES 9 a) C FIRE PROTECTION _ o FIRE PROTECTION QED UNDER SEPARATE OOVO C/) Q FOR eL%.DM PERMT o DELTA FIRE U I � _ 14795 S.W. 72ND AVE. �+-- PORTLAND, OREGON 97224 _ Co PH. 503) 620-4020 -�J FAX 4503) 620-1058 ATTN.: JEFF SCHEUBERT ISSUE FOR SHELL BUILDING PERMIT ELECTRICAL CONTRACTOR PLUMBING U CHERRY CITY ELECTRIC 8U9rfTT1E1D UNDER SEPARATE COVER APRIL 19, 2000 1596 22ND STREET SE FOR BULDM PAF SALEM, OR 97302 PH. 503) 566-5600 J FAX 4503) 362-2468 ATTN.: MATT STEINBACHER r— CI Te OF TJGARD o+ CLEAN ROOM ENGLOSUR ASD C ApprrnrAdY Conditionally A ............. .. For only the wu',(k es doscrided in�.., � I WILS SW HILLMAN N 707 PERMIT NO �Q�i�_eDlrzje -- _ WILSONVILLE, OREGON 97070 See �-;;;�� PH. �063� 682-1155 r FAX 682-1190Ieb Addres 6 . __1.�Q ATTIC: EN DURRE y D11� 1 N MECHANICAL/PLUMBING CONTRACTOR a TEMP CONTROL MECHANICAL 0 1 4750 NORTH CHANNEL AVE. PORTLAND, OREGON 97211 U ` PH. 503 591-1789 FAX 50 591-0359 V ." ATTN.: OHN DOHERTY O 2 ' I 1 CLEAN ROOM MECH. SYSTEM SUPPLIER Drawn � DIE Checked � RR(i HUNT AIR 14280 SW 72ND AVE Date 31 MAR o0(-- o CD TIGARD, OREGON 97224 L _ PH. 5031 639-0113 L `� 0005r•TIl FAX 4503) 639-1269 TT Sheet Tltle ATTN.: OM HALE PROJECT AM s c � IqMV.P. 8o / 0 C) C r OF Lj Shoot W," _ Ti t"�NM1bW Avw Jeb N& 004( 1 t 14 crn ' I;II linIILIIliu►111LIIIILI LEGIBILITY STRIP I I ILII I ILII I ILII I ILI7I I1111 I ILI•I I ILII I ILIiI I ILII I ILIII IbILII I1111111 111 I IIIlIaIIII ILIiI�ILII IIIlIeIIII I1 I1� I� Id la � nuI IIIIIIIII IzII22 23 24 25 ae 27 2e io ac CD ;f I ( WE u a I I � NES ADcrnm � NEW H5 AREA 1 W OCVJPANM MAWFACTLfING ' ON S: STORAGE 1 — Ir I - --- — _ ---� �- - x 4 ou r 6 1 L, STORAGE , � �1 r J71 — 1 --� I - - / - _ - 1 R �J r seI 11 , 17 cqt 4 15e, tows MANJFACTUFWM ' •a.'r bTlr... d:.:. � r." DRESSNG 1AANWACTLFOt1Ci 45 1 .2,74 1 " b±`r a•a:r: w re / ► 1 1 -_. ' ,•j STORAGE T 1 2 I -- _---- COPY 2 I �_ 1 1 1� 2 _ - - .. x.664 •_67 OOC �• I i 35 26 COW 137 J _ ' (/'1 ------------� -- __ iIF of - - -; o� 2 i 1 • — _ 1 C \ c i cn I --------------------------------------`---------- / � O E a 1 � Ln / U o I 1 BUILDING EGRESS ADJACENT SITE PLAN 8 e LEGEND CODE SUMMARY ` — -- EMS ING WALLS OCCWJANCY LOADS TABLE IDA (BAS'ED ON EMM) BUILDING INFORMATION OCCCUPANCY AREA OCCUPANT OCCUPANTS SEISMIC ZONE 3 00`1NEW WALLS _ LOAD FACTOR BUILDING TYPE III N SPRINttLERED ' 1' - STORIES. 1, NO BASEMEN? Sf' ,� � OF1:10E5 9462 SF 100 SF 95 erw � r�r r� rrs ONE-HOUR RATED NEW OCCUPANCY SEPARATION CONFERENCE 2572 SF 15 SF 1'2 696 SF s ` AREA OF Ex�RtOR BUILDING 35,'02 5f YANUFACTCRING(LAB) 135% SF 200 SF 68 TOTAL AREA 1, AREA OF ADDITION 36, .8 SF _ � i Arereerrrerrrrerer� ONF-HOUR RATED WALLS SITJRAGE/UTIUTY 1624 SF 300 SF 6 � iQ 15 RECEPTION 464 SF 15 SF 31 I OCCUPANCY INFORMATION 1997 Ilk ► OCCUPANT EGRESS LOAD ( ) N TOTAL OCC LOAD 27,678 SF 372 < x varoaw -- ALLOWABLE AREA BASED ON EGRESS _ ) z �^Al (BASE AREA + t00X YARDS) + 200% SPRMIcLERS = TOTAL -- ` (ROUP e/FT/9 (12.000 + 12.000) + 48,000 = 72.000 I Drag (ROUP H6 (12.000 + 12.000) + 48,000 = 72.000 4 • �� ' \°g�, ^Y� CROUP H7 (11_000. + 11.000) + 48,000 = 72.000 EXT WIDTH REMPIED = 371 X .1 = 74,4' WIDTH. ` '�' rUTH PROYDED 0 YAM E)OTS = 306r OK SLIM OF RATIOS • _—B/tl/Sl H6 H7 OGOS 31,791 3,991 696 x 72.000 + 72.1100 + 72,000 Bhe;Ef TNb � .055 .0096 _ -- --- _ .5 ok E{ESS DIAGW SITE PLAN TMET FWRM F�OI�(APPENM TABLE A-2�-A) ACCESSDILJTY UBC CHAPTER 11 CODE/ACC+ESSBJTY a *rM trra�a� r``� _ COIPUANCE NTN O.R.S. 447.241 (4) WAT lot- ve OCCUPANTS WC REOb LAv REoD HC 9400 S LAST ACCESSIBILITY IMPRO�EIENTS MADE IN 1999 UNDER — — —1 SITe AREA OA POUT NO. BUP1999-00.105 BY GROUP MACKENZIE ARCHTECTS U �e � c a+ ON TOTAL Y F M F Y F Y F %t 27,678 SF 1/200 SF 139 70 7p 4 4 1 2 0 0 r B- ACCESSIBLE ENTRANCE. PROAM I q 0 q E A. PR'OVIOFD X70( TRACES) C. ACCESSWE ROU-T. TO ALTERED AREA, PROVTOED o FlXTURFS FRONDED — 8 8 5 5 1 1 D. AT LEAST ONE AMSMI REST ROOM FOR EACH SEX c —J OR A SINGLE u14M REST ROOM: c r = (2) FOR EACH SEX PROMOED YT34 c E_ ACCESSIBLE TELEPHONES: PROMDED AT WORK STATIONS F AOCESSH£ ORWING FOUNTAIN NOT REO'D PER CHAPTER 29 �V s ORESSfIG, HALLWAY, LUNCH, lT)LET ROOMS ! COMMON AREAS 1 ARE CONSDERm ACCESM USE AREAS NOT INCLLDEO OR APPDOX TABLE A-29-A OKY REOD IN A OCCUPANCY OF IN AREA CALCA.ATI0115 FOR EGRESS OR TOW FUCTUREs rTH POSSIBLE ACIOITIONAL ACCES57BLE ELEMENTS SUCH AS •IVINITY MAP KEY � STORAGE A ALARMS: ACCESS m STORAGE PROVIDED, ACCESS Sh"Milbo 2 3 TO ALAR4r5 PROIIWIED. ACCES990N A0,1 ACCESSBLITY FfOUR[IEMTS EXISTING NO ADDITIONAL REOU�O 10!00 SVV N*ftn Av - eUv2oo0.001l4 - ac t of ._»- ....«...,,.^..: - .-.s�f�1�j1�iTN1Yr'iM .. ...rMwartra.n.. . .Y ::Iij��lo�p•9>.r�9ita41'6iiw.rwcdKk: .:b..>,.:.r. - � ' 1 =LIGINILITT STRIP ^R*. 2 3 s e e a o , , 2 13 ~ e e 0 20 21 22 23 24 25 2e 27 2e 20 3C co `x i4 1 I _ e 46 wrt - :AFF Me +_ w: /r . T�TaV J =+�� ►► Y �: �:*iM.•_ __- T'_f N _ — li- Im cM.•1 - t.— :Al'' t— !�'a/qk` �'► =r_ s--�— _ T_— .-,-:+ T ri_ ri 'f'' ._'''�� 1 f + a.i E 166:11C � i � j BE 4k �► _ � 4. MF_. E-: lb BINL* L IL 71 Ak _ r � = i lr_ �- +: � .��► 77 - - Vii+. i(T • -- i i OE., ice+» . ./ w - - r: .2 _-. r - _--. � «'MM'S /ti 1��1;41 F`A:�^r _ -- - r =t+1: _-.r_ .J► �.. -w r .•f - Ve 3 .' _::�-_— + � •.s,. •tee.•.m 9. _� �� � �: r•-- :�ter. - --- .r• M►r- V �s mer s r ZN ` M4 } -.., - — =�M-:.fir• S"r"i►. _. �_�_� - �''f�AMM1: qrr-- 1L.1 irk rV- - _ Y— -..—_ _'/ .1- _ : -.iM �• - — —Z' �wY �_ -- to AIN BMW Z r� N.. *WMW r AO.2- . - ..m+r�,,e.•.. ....a.ri.,.k..rr.,......rrw.,r ,.r ,f•; —.- . ._........_. - .._...._...._..,,.....,. ., - ,. 1M�1r..,_._._..,_«..,__....,.. __ .w. ... .w...,...v.r M..,_'-w..m.a.ew.=o..sr..,,..,.wnym+sv...M+e„m.n..-,.wae+•.y�1- _.. r•.,;0 {r. :.1 tf , is �s I M M t u � O O OGgal _ . GENERAL NOTES A. CONTRACTOR SHALL NOT SCALE INFORGATION FROM DRAWINGS 2 FIELD VERIFY EXISTING CONDITKINS OR NOTIFY ARCHITECT OF MISSING DIMENSIONS. �4 B. PERFORM R COORDI IAIE ALL DEMOLITION t RUBBISH REMOVAI -I IN ACCORDANCE W/ BUILDING TENANT SPECIFICATIONS k STANDARDS. I j C. PROTECT SURROUNDING AREA DURING DE_MOUTION. I I I I I I I I D. AT WALLS TO BE DEMOLISHED. REMOVE ALL ElECIRICAL DEVISES, LIR 1 --- ------------_j--------------------------- O SWITCHES t WIRING AS RE07, BY CODE. g I E. DEMOLISH ALL (E) FI.00RING IN AREAS TO RECEIVE (N) FLOORING E I I I I I I F. SEE AO.2 FOR LEGEND .ww.;w o w, wfr u Ir+ aWotw ,w w--- I Warr as"K•,r': unamJ ira.w va 1 •V`-•na r'GI•ff0!..!.7 f�7i.ve w— INfYJi'"posc.',r.•LTG• n!aa•,,o ae,n:a rwf+r, I I I I WE 1 -_ _1JJ oFpcE 2 I ! A111 A111 I I I I I I nn \\ �-- T KEYNOTES I I I 10 I I I I I I I O DEMOLISH (E) PAVING k _ I ! I EXCAVATE AS REO'D FOR (N) FOUNDATION WALL - SEE STRUCT, DEMOLISH (E) PAVING A 2 I I I 3 I `�� 1 \ I / \ I EXCAVATE AS REO'D FOR (N) CONC RAMP & STAIR 3 SAW CUT (E) CONC. WALL FOR (N) DOOR AS REO'D I II I I I ( I SAW CUT (E) CONC. SLAB & EXCAVATE AS REO'D FOR (N) DRAINAGEQ) E I II 5 Typ (- - - - - - - - - - - - - - - - - -� O TRENCH - SEESTRUCT ! I II I I r SAW CUT (E) CONIC. SLAB & EXCAVATE AS REO'D FOR (N) T.S COLUMN O I I I I I I I 1 I I I I J SUPPORT FOR MECH. UNITS - SEE STRUCT 0 I I I I I I I I I I O O O 13 E- - --! p p I STORAGE I I I I I I I I I I I O SAW CUT CONE.. SLAB k EXCAVATE AS REG-0 FOR (R) COLUMN � I I I I I I I I Ai11 I I I I l O O I I I I I I I I I I RELOCATE (E) T.S. STRUCTURAL COLUMN TO (N) LOCATION AS � � � SHOWN - SEE STRUCT. I v �\ v I I I I I I I I I I I l r`5 J DEMOLISH (E) WIRE CAGE. FILL IN ALL CONC v1 I I I I I I I I ! I I I f \ y ) MODIFY DOWNSPOUT STORM DRAIN TO CONNECT TO (N) DRAINAGE SYSTEM (� I I I I I I I I I I 1�. I I I I I I I I I I 10 CUT (E) CONC, WALL 0 (N) DRAINAGE TRENCH PENETRATION Q ; I I I I I I I I r-- rt - - r - -!- - rt --r - -I--rt— \ WAF1940UM I I Alll I I 11 (E) ELECTRICAL EOUIPMENT TO REMAIN (/) \ 6I I I (n V) f� O O - ___ I I I I 0) U L- - -- I I I I O Z 13 I (n X ---- BOX �————� 7 I I � Q) A111 BULD — p O Lf) (, O `�-- m II • — — - -- ----�-- 17- -FI_. -1-- ---11=--T= -1-=-1==_T I 11 1 /\ 1 11 1 1 1 1 I 1 11 I 11 /t' \\ I 11 1 1 1 1 1 I I I I I I I I I I I I I L I I I I \J J X I I I I I I I I ! I 11 I I \ I I I I I I I I I I 11 I I \ A111 -� -- ---1-- --F- n--T- -r --1-- I I I ! ! I I I I I I1 I I g I I I I I I I I I I I tl I I OFFICE I I I I I I I I I L I I I I Ctti LAB �� ! I I 6 I I I I I I t l r O I I I ( II I I I I 11 1 _ 141 1 1 ( R 'I T- -r- -I-- --r--1- - -- ---1- T 11 I U MANUFACTUFM I I ! I I I I I I a A111 L111 I I I I I I I I I I SII t--r- 1-_ t--r- ---t--}---i-- t� I I ! I I I I I I 111 cn Ln W I I I I I I I I I I I I I I I I I I I I Itj AOF iflCEDrawn By, z�E K 1 A u t a 2 Dates 31 MAR 00 MALI.CD - - -- AlllOFFICE OFFICE iOFFICE — — CFS 0005A03 Y ---� �� A 1111 A111 A — �- -- A111 3F1eat T)tb DEMOl1T10N m SAN PARTIAL DEMOLITION PLAN /�► __--- � pv K NO T.1115F M o • a OF Sheet NLsnber v 0.3 A L ,ONO SW Nimbus Ave. r s euv:ooe.eo,se Job Aon ooe�6 4 of ,4 Jill lIli llll�lllllll1�111111II�IIIIIIIII�III111111�III111111�IIH�IIII�III111111 III111111�IIU11, IIIIIII Illllilll 111111111 III111111 III111111 II1111111 ullllnl Illll�n"Illlltlll III1111�' ilillllll litllllll III111111 Ill�lllil Inilllll LEGIBILITY STRIP _ o�p I 3 a I I I I en 10 I1 la I Is le 17 t!! Ip O 21 22 23 24 25 d 27 28 27 30 t.. ,rte �./ E 32'_6' 10'-0' 10'-0' 12'-0' 2'-0' t'-6" 1'-6' GENERAL NOTES 44F7o:3 A- VERIFY (E) OUilIT10MS AND NOTIFY ARCHITECT PRIOR TO CONSTRUCTION A3.1 IF THEY PROI�T NEW WORK TO BE CONSTRUCTED AS SHOMR. u 1 I B. PATCH AND REPAIR NAIL t FLOOR MATERIALS AT OEMOUTtON A4 1 I A NEW WORK TO ENSURE A SMOOTH TRANSITION. 1 I � C. ALL DIMENSIONS SH00 ARE TO FACE OF FINISH U.N.O. .� A105A 1 j A1058 I A1LI 04A 1 A102 1 D. SEE SWEET A6.1 FOR DOOR A FINISH SLYEDULES 1 , O A103A ,Q _ u 14-6 1/2' 5'_ ..... .:,.r..,.�. :._ _... _. -+-..� It I I s ---- - -.-- --� -�.. . :-, sto ...............,..�13 ._...�,- ^�.............._. Al , I A104 QCT ` p �~ -- KEYNOTES JL (1 (E) CONC PANEL JOINT M►•i W > B N CONC I A101 (N) CONC LANDING Nk EQUAL STEPS AS NECESSARY TO REACH GRADE- ,,, ,• > N FIR E FIR A' 2 �- PROVIDE HANDRAIL ON AWAY N I ) SIDE W Y FROM W R E FL N ALL AS SHOWN. I I CQMK�ORI (-- 13 2 L — — — -- — — — At05C 8 j I I 1 I Al 448 6 6 AlO3F1 (N) CONC LANDING A RAMP (LANDING SLOPE 2% (1 5(,) MAX ALL DIRECTIONS, --- I 1 �� 3 RAMP RUN SLOPE 8M (1:12) Nt CROSS SLOPE 27C (1 SG) MAXIHAL 1 L C O PROVIDE EDGE PROTECTION W/ CURB 4" ABOVE RAMP AT BOTH OPEN EDGES. W A107 W 11 �, I I I PROVIDE MTL HANDRAIL IF RAMP (1 12 SLOPE) MUST BE LONGER THAN 6' -� A1p6 I I - TO CONNECT LANDING TO GRADE. COFMOR 41CF` I 09 O (N) PANEL JOINT, TYP -"? C+nL A1'3AA108 A�FLP gA116A� A114A L- — I A112AE FL>? ALIGN (N) WALL W/ OUTSIDE CORNER OF (E) WALL � O N L400 N L400 N R N 1 3 I] I Q 4 2 i!• � ❑ - O SUP-RESISTANT, SOLID S1L PLATE TRENCH COYER IN CORRIDOR CONTINUE COYER 6' INTO SERVICE ROOM JAXXX 6 5 SONO _ 1 1 OPEN STL GRATING OVER TRENCH , ^ STORAGE A t 18 � •�) T v��A1'9 B (N) T.S. COLUMN FOR (N) MECH UNITS - SFf STRUC'2 6 E O O (R) T.S PRIMARY STRUCTURAL COLUMN - SEE STRUCT O C COIR �`� U O C2� 5 7. 5 WAFER A110 1 p (E) T S PRIMARY STRUCTURA, COLUMN I - Q �— L. Al 7 A 116 A115 Tl _ PHOTO O O aeaoi5 N ML200� — L A114 At13 A111 1' (E) CONC FOOTING 10 BE PRESER.fC ►r .n A112 ^ L Dish Sir* 4 _ washer �, 12 8 TYv. } • / i 2 (N) PASS-THROUGH (D y ❑ 2 I 13 TYPICAL EQUIPMENT TO REMA.N f') \ Q 5 C9�� VJ �a i LAB BOX I I 1 Q TYPICAL (N) OWNER BUFFET ED EpuIPMEN � BUILD � AELECT l p ^'2� ~I Q -� , Z 4 -, — (N) ML400 r (n N ..� (n H? Q) ! Storage, Storage FZRL Z . 3e• O 5 I ALL TYPES o 1 (N) PRECAST CONC PANE. WALL - SEE STRUC- ) � LAB �N) t-HOUR RATED WALL TO STRUCTURE - 6" MT;. STUDS 0 24. OC I if _ C) COMDOR —� W/ 5/8' TYPE 'X' GYP BD EA. SIDE SEE DETAIL x/AXx _ �my LA124 `. ., � rA129 3 W A126 � 1 Q � ❑ O _� (N) 1-HOUR RATED INFILL WAIL - MATCH WALL TY'FE Or ADJACENT WALL +'J w �vJ/0 (W/ 5/8' TYPE 'X' GYP.BD. EA. SIDE) oro W/ 5/BL GYP 8D 10 STRUCTURE EA ;IDE E' MTI. STUDS 0 24' 0 C. O , LAB A130 A125 �— s x Al t T B (E) WALL TO BECOME 1-HOUR RATED OCCUPANCY SEPARATION WALL. N ML400 W A'126 Z ---�b �F`r CONDITION OF 5/8' TYPE 'X' GYP.BD BOTH SIDES TO STRUCTURE N ML400 �/ & FIRESAFING AROUND PENETRATIONS UPGRADE WALL AS NECESSARY (( g N ML200 - ---� FO FULFILL 1-HOUR RATING REQUIREMENTS \4 1 ~ (N) ML200 13 1N M1400 A113 �'/ N ML200 CORREM �- A 1158 A128 N ML400 `--' MANUFACTUFIrV(3 HALL - - - A139 A138 6 - - A127 � I � IoFRCE ---� A131 — _ FIN. - - -- � A137 - _ A136 A135 134 - A133 COPE W — - - A132 Drawn Sr zJT PARTIAL FLOOR PLAN wed PRD C h Dat& 31 MA, 00 Q v c Street Title PARTIAL 0 FLOOR PLAN CL C. KIM _T,J*x� 2734 F (,a� Q xo Sheet�.r U All 10500 SW Nimbus 1 I r�p+J45 U 2000 0015! iMaragalrW SOI 11 Cm lilil uninu nulnn Tinian nulnn nnl lu Iullnu uulnn nn)nilli,i ,` I I I I I -- .• � � � � -���� VIII IIII�IIII II II IIII�IIII ILII ILII IIIIIIII ,,,',w,au►M.. yam+ - '�""" LEfiillLlT'T STRIP o 3 to ►II I• IN I4 Ie, I IRII t'0 �o zit 212 xa FIs 2't3 2e 21 Ze za oro C D fr—esimmm c I e' t a d. 1, 7 .. L o o a 0 0 GENERAL NOTES A. SEE ME //E��CA�)IL PROTECTION DMVM 71u- rOPE�BOJVE FOR WCOW CalRAIMOF (E�SYSIEMS AID ADOI110M OF (N) SYSTEMSCD wimp 8. REPLACE ALL DAMAGED CEIING MATERIALS •DEMOLITION t NEW WORK TO ENSURE A 9100TH TRANSITIC'NC. ALL (N) CEILING TILE TO MATCH (E) CEILING TILE .� O D. REPAIR (FID AND PROVDE (N) ACOUSTICAL TILE AT RELOCATED ffNcLIGHT FIXTURES, Ofnfi RS OR SPR #AD HEADS. C) E. SEE SHEET AO.2 FOR LEGENDcwL i /�/0 O i / COMMA L-j lo / i. n a10 fna .P( MGifl9n Md�ih rf G( At prpV II?k 1.&D/V1 Dwta.\ I w.a 1M ooiwloo0 ra.:f9"a.•f.wa�o vA.s adCOFFIXA A 007HAI O O O O O O O O Al � �= t �0'-D' Al`J KEYNOTES O O O OO (N) CEILING PILES 10 AUGN W/ (E) CEILING TILESSTCE OPEN TO STRUCTURE( 3 ) (E) CEILING SYSTEM TO REMAINL 10WAFER c: 0 PHOTO A117 A116 A115 ATM 1� 1�4� ='EA� SERVKNE [� A113 A112 A1° 0BOX ° O O p Q >A121us C, V) EL T Q)EA E2 oLh C .=9'-0 nL Z BE -- — - DRAWNW TM AREA - -- � A126 ' _ m -- - - - -- 129 -�--J CLOSET - — i Q) _ [-A113l \ A130 m L !ATl2FI A13 HAL A139 -._� ---- — S Al 31 1` — -- -� -- AL3 ` Drawn BY _ z� �Sld 81' K TA , 1 PARTIAL REELECTED CEILING PLAN �� DheO �j BAR DO 0005BASE Fl — — 0005A7] ` J Sheet Me PARTIAL REFLECTED CEI,NG PIAN 7 � � LQ KI . 0 T:> ��L IA f 1� /� { 2734 ATE �F pR��'O - sheet NIi,Rber ,.1 A201 10600 SW Nimbus 00-MISS ,�W Dpp4G BUP7000-001 S6 J Of 14 _ 1 . '-___.. ._,.—._�.—_�.._... �. ,Y. ...,-�»�•».lea� war+r+-.�.�aea.+..mwr�mwn,,,,kaf .,;..,..+wna•.. Cm �lllllllll�lill IIII�IIIIIIIil�lllllllI IIII IIII�IIII IIII�IIIIIIIIIIIIII IIII�IlII IIII�IIII Illlillll IIII IIII IIII 111111 IIII IIII IIII IIII IIII II11 IIII IIII II IIII IIII 11111111 IIII 11111111111111111"15 III IIII IIII 1111 IIII II 1 IIII IIII(III IIII IIII IIII IIII IIII 1I LE81 d I l 1 tT STRIP d I 2 ♦ b b 0 Ilo III IIW IIW 1114 ' Ile I I� I Ile I Ile I �o zll I ale I ala 1214 12Is 12lri I h I V i.- — I owl�.l en 2 2 29 30 k r r • to 1 t V L • � 1 H O 1 OE GENERAL NOTES r.3 A. TOPS OF (N) PRECAST CONC. PANELS TO ALIGN W1 TOPS OF ADJACENT (E) CONC. WALL z+ Q (N) (N) (E) B. VERTICAL DKOSIONS ARE TO BE VERFIED IN FIELD AND COORDINATED ARCHITECT PRIOR TO CONSTRUCTIONommmmmmmmmmmmmmmmIft 2 f C. SEE AO.2 FOR LEGENDok $ �':oofrq n v ra•,�rotr wcr var onn o ana nar rfry ine acpfr,o' Jr aster l sfT rsn ipl Ine 1glfsM^.r"qtr 9rrr4l r 0 pOla."rs,es G' ,,nysny lf0 w*Y O I , O ...n Iti pllllu w lw oN twol.lr nvfc+ Jo nc aamna'ewMterl•r 'r^ar o .rn On.nwvl v ..4 oorMq vry r lrY tOlrJ wr asl u0ln Of^fnM✓ qc lrtY<��nq Ia o::,/a,r ynfrs :—P -7 ——— ——— — —————— ±3 W ! =t,------ 1� -- - - -- _ - ---- t=T -------��=I, 0NORT�HE�LE�VAT�10N U-j KEYNOTES 1� (E) MTL CUTTER. PROVIDE (N) ENDCAP 2 (N) lE) (E) CONC. TILT-UP PANLI (n 4 A3.1 av JJ V N mft O (N) PRECAST CONC PtNEL TO MATCH COLOR k FINISH OF (E) TILT-UP PANELS o _ _ 0 l g 1 PRECAST CONC. PANEL JOINT W/ ROD & SEALANT. MATCH (ET 0C a (N) I �/ ) SEALANT 0 1 1 O (E) DOWNSPOUT & RAIN LEADER TO BE MODIFIED Q) 1 1 - -- - O C L_ 1 1 m C6) (N) W-0' WIDE X 10'-0- HIGH MTL. OVERHEAD DOOR TO MATCH BLDG. STANDARD cCENTER DOOR IN CONC. PANEL Q) — - ----I _ - — — z —? -- —— — — - ---- -Z— :3 e t3 O (N) HOLLOW MTL DOOR TOMATCH (E) U WESTELEVATION '� (N) MTL HANDRAIL, STAIR & LANDING Q) 2 I- O (E) FOUNDATION EELOW GRADE Q N Q 1 (N) FOUNDATION OF AUDITION do (N) RETENTION PIT BELOW GRADE - SEE STRUCT U) w O11 SCORE MARK IN (N) PRECAST PANEL - MATCH LOCATION OF SCORE MARK/CUTTER _ Q) ON (E) BLDG FACADES o U -Q O E 12 (N) LOUVER TO (N) MECHANICAL UNIT ON ROOF OF ADDITION z 13 LINE OF (N) ROOF BEYOND PARAPET E E Q) V) UO O 14 TOP OF WEST PANELS SLOPED TO MATCH PROFILE OF (E) TILT-UP PANEL ON WEST FACADE O In 4 a'-0' S'-0" 4'-C" 3'-D" 15 (N) CONC. RAMP W/ CURB SEE KEY NOTE 3/A1.1 FOR CONSTRUCTION U O =9' 4'-Cl" ''-9" 1'-9" 4'-0" L,1 r'— - --,�-- - 16 GROUT JOINT BTWN. FOUNDATION/RETENTION SUMP h CONIC. PANEL BOTTOM 4� MM0 1 12 12 5 1 2 14 11 12 1 2 2 11 17 (N) HEAT TRACED RAINWATER LEADER FROM (E) GUTTER TO DRAIN TO ROOF OF ADDITION dr= I '�, ; •I � l i � i 6- 16 o t II � I II ID { •� II _ I l p 1JI —T—O 013 13 -- - -- - - - - --- - - - - - - -- - - -- - - -- ---4- -------- - �' — - - _ __ �J 4 4 -- ------- - � O 3cN 0 3 O 4A 6 - - - W F fN ,0 Q / $ - - — - --- ----------- --- ---- -----t=_== =F ___—___— -- --- __ -- Drawn By — ZJE ---1---J I ( — O _ — L— _--I----------------I----I— --J Ad KTA D9 //' - - ----- -- ---- ------ ----- ----- I _ _------� -------------------� DetO 31 MAR 00 F•------�T---------------------- �' 0005A31 9 Sheet TKIO 10 EXTERIOR ELEVATXM 3 �11L NORTH ELEVATION PARTIAL WEST ELEVATION -- - --�=-, re, � 1/4' = 1 0�� 0005ELU1 ctia. � 0005[10' �S� L Kip!. O.ItEBe t Y i Shoot NUR*M r A3.1 10500 SW NI,bue Ave. SUP2000.00156 Job Na 00046 7 u1 14 � r --------- - .-.—_� ...._. ._ .. _ -..'.m.r..x.o.+a•miws'wnui.+Mta:.:mnrfa,rtm�e�4�e1..:. .•.rwM.el�e� �Iiii "cm, I"IIiliiilll1i11iiiliI imoll I IIII`Icnlf �yI IIIIj11I 111 I iI In�nIIIIIII�iIli �Illi8ilnlH2ul9lnllln34il` IlelIIIlell1191210 2 28 `E �7' 2ll 011 11 il1LE6I9ILITY STRIP IomoIM eOI1p2I' 2CD .1 w �. $ I ' t �s a_. M O O O 0 - GENERAL NOTES � a KEYNOTES _ _ e tp.a•..rQ.r . �«•,ID..�t Opt t �Ma rr�.. ••y YaGr'. w res a.root of r.DrtD a MrtIT Ma�1Y.'1 F. .LI•D:.a.k I']" m.t tM wKttta�e it0 TQ tq'�:t MN sa"o OIM•tuDrr rtti rte.'1 w •rr 4...V Mn-. ♦�vr , u Ve.�r 1 1 I j � 1 f i (-n i II 1 I Icn r��n 1 I • n \ E WW o o _ O v) !FLI !! — O o I i Q) U i= 1 SECTION a Q) Q > I • — U o E U a- z o •� o _Y C I U v o n OD. _ I 4-1 Q) U � cr J I I t m I , T! cr �aMR1 �� ZJE ed M,T A l�nte31 MAR 00 t^ 0 5A41 .Sheet TO SECTION+ MTAL"S T. —0 C Sheet Nurbw A4.1 IOS00 SW Nimbus Ave. SUP20W-00156 Job Noe 00005 e of 14 t ...�.... __-_..... �. ... M —. - cmullul1lillu1iuull1liiillii1uin1iui"ili111 O � i ni�ni jnn�nu Inn�inI � I2 � liiu�iin I uu�n mini I nu�nn(un�ini I nn�innn�uli nn�lin 1: I 2nli�ull I 3I'n�lnl aI0Own.lcwLE6181LITY STRIP I0 1i uIiiliuIinlu1I3 1 lIe 22nu�uzl ,s 21 egin) 27 2e 2i1 l s ao r CD a, �}•^'111 � �1 � � lika, 1 o " t CONNECTION DEVICES .• TO BE OF AN APPROVED TYPE t HAVE MMI. 100/ V CAPABILITY IYP. -- COUNTER SLOPE HA"143IF ` Z MORE THAN 1:6 OUT OF PLUMB � 6'-0" MAY ----- ---1 � SECURE All HANGERS TO ` ULALDING STRUCTURE, TRAPEZE DUCTWORK OT11R LARGE OBSTRUCTIONS g CROSSRUNNERS FST V BTU. MAIN RUUNERS � ' LATERAL BRACING 0 12'-0' OC EACH WAY, MAIN RUNNER TO O STRUCTURE, BEGIN BRACING WITHIN 6'-0'• OF PERIMETER & 2' FROM CROSS MEMBER i EACH -STRUT 12'-0" OC w 1{ / --MAIN RUNNERS 0 4'-0' OC SUPPORT W/ 112 WIRE a 0 -0' OC D ----—CEILING TILL r ti ------------ ADDITIONAL HANGERS ATTACHE!) { F TO ALL MEMBERS OTHIIN 8' OF t PERIMETER ! STABIUZER BAR BETWEEN ALL MEMBERS 0 PERIMETER ..a�.n r•r ��u ••:r'V VoM a W LATERAL BRACING OF SUSP. CEILING ' NTS 9009NA00 s:..:'>:::.7.s-.,.,•. V.J SPRING CUP J 4" HEAVY DUTY v J 12 GA. SPLAYED SUPPORT WIRES �OMPRE59ON POST PAT. PENDING) r n V J CROSS RUNNER / 12 GA. SUPPOR' WIRE O y �o t .,-MAIN BEAM o � f "PR:NG CL Y MAXIM_'M LOAD 334 LBS CAPITAL TESTS 1976 Q) SUSP. CEILING GRID 4 02003� NTS 9009NAOI Q (n V Q) U ° z C _:to I Wk.L BRACE 0 /--SOUND BAT' NSJL (n 8'-0" 0" NT: WITHIN TO 2-0 EA SIDE Q-) 8'-0" OF CORNERS OF PARTITION _ C) h INTERSECTIONS --� WHERE INDICATED ,_ O In C) i -- ) y_._ m ACOUST TILE r DAP 0 WALL —ITL. STUDS - SEE ( � (2) 8 SCREWS , PLAN FOR SIZE V 1 00 E BRACE k SPACING 5/8" GYP. BD —SOUND BATT INSUL. EA. FACE WHERE INDICATED g I NOTE DO NOT FASTEN WALL TO CEILING GRID EXCEPT FOR ^o TEMPORARY SUPPORT, REMOVE TEMP. FASTENERS PRIOR TO INSIALLATON OF GYP. BD. I ( I i ,Ie 5 WALL DETAIL Y-1-09009NB02 I : � d i� W 0 XTEND GYP. BIN. TO TO ROOF DECK j EXTEND INSUL. ROOF DECK 0 DEMISING WHERE INDICATED J OR RATED WALLS DENLIMFI ZIE METAL STUDS, `-1 I NFACED 3 112" BATT f SIR PLAN r— -J INSULATION WHERE L 4d�' KTA FOR TYPE, TO INDICATED (TO 2'-0" ROOF DECK �' T I EACH SIDE OF WALL) D0t0 31 MAP 00 r� J it I I 0005A5 -- / Shoot 7ft �I 5/8' GYP.BD. —� C>< SPENDED �A•S LING SYSTEM BBER -4' RUBASE U.N.O. -1 METAL SLI TRACK FASTENENED W/ .145' X 1-1/8' POWDEER f FLOOR FINISH MATERIAL ACTUATED AN04ORS 0 32" O.C. 5/8' GYP. BD. /� � S� c'yil, AS SCHEDULED EACH FACE—- ACOUSTICAL TILE AT WALL '� I J L� KIMJ_Ay..EP I. , UNFACED 3 112" WALL MOLDING w SOl1ND 27 INSULATION �T4 YIHL-RE INDICATED l , 6 TYPICAL WALL CON$TRUGTION 6 AY ALL DETAIL ft"N� 9083NCOO 1'-0" 9009NBO4 A591 10400 SW Nimbus Ave, euvz000-0o,se Fjii w 00005 •of 14 1 .,...s,... ...-...........,.......",,,.".,..,,,.. ,mWs..,_,... __._._ _.___. -' -_. __...-__. _�_.-_,._._....�wsi,.,..,.w'wma.ww'a,.lrs'�' ...-.� ,w•L.a�sw.m iUiwa.- -nrn a.m�•—' I ' LE6I9ILItr STRIP�� ,O.'11LC m O, 2 4 b t� TIO III 12 13 I' III!""�Ii�IIIIIIIII�IIII�IIIIIIIII�IIII�IIIIIIIII�IIIIIIIII�III!IUllluu 111111111 IIII�IIII IItill111 I111lI111 In1I111) I I�I 111111111 ILII I 211 -- - 4 1 le I7 19 19 O 21 20 23 24 25 20 27 28 29 30 JTJ CD r. r - ,y u � ROOM FINISH SCHEDULE DOOR AND FRAME SCHEDULE DOOR AND FRAME NOTES — T -- -- DOOR FRAME44 i NOTES BELOW APPLY TO NUMBERS IN PAP,ENTHESES ON DOOR SCHEDULE °� 1 ---T - --- -- } - _ --- ---- i I (1) NUMBER l } i W I I DETAILS THE DOOR NUMBER MATCHES THE ROOM NUMBER. WHEN MORE u ! I IrIff _ < N THAN GIVE DOOR EXISTS PER ROOM THE FIRST DOOR NUMBER v' (7) 3 fs w IS FOLLOWED WITH 'A", THE SECOND WITH 'B', ETC. AT DOUBLE `, z = ; I W p+ �+ + --------- - _ & _ �y �cy� t DOORS. THE DOOR NUMBER INDICATES THE ACTIVE LEAF. Ln _ m z r<.+ I ''� I o Uj z = 2 -- 3 HEAD JAMB SILL c� (2) SIZE: r---r-- - DOOR SIZES ARE NOMINAL FIELD VERIFY OPENINGS A101 OFFICE 9'-0' (E) RB I G1 j (E)AT A101 3'-0' X r-0' A STL T STL � PAINT -- +- - - - - - �- -- - t- - - -- All DOORS ARE 1-3/4- THICK MATH 3/8' UNDERCUT UNLESS CD ............ A102 CORRIDOR - EXP SC R8 (EK G1 ? - (E)G I - A102 3'-0' X r-0 B 5n STL L PAINT �------ - - ~— -� --- OTHERWISE NOTED -- -- THE A103 ELECTRICAL EXP I i - NO WORK --- - - _- -- r --`�-�--- A103A 3'-0 X r-0' --- �-_-_ - --- ----- --- �— ----- � --- A1038 3-0 X r-0 --�-- �� - -- --- --- -- - -- (3) TYPE: Ala I FIRE EXP (Ek/GtC�--' NO WORK •CERUNG -- --- __ -- _ ___-- -_-- --�- SEE DOOR TYPE ON THIS SHEET o 0 -- - -- -- - - --- -- A104A 3'-0' X 7'-0' j A105 CHEMICAL STORAGE EXP I FG - C1 (E)C (E)C Cl - A106 HALL IL'-0' SC RB G1 I Gt - (E)AT A1048 3'-0' X 7'-0' B STL STL 20 WN, PAINT t. (4) DOOR MATERIAL , __ - -- 1 A107 - C�IRIDOR �- ----� -- --r---- - -- A105A 3'-0' X 'r-O, 0 STL SYL PAINT -�-- _- _ --- A. WD Ww, EXP SC I RB (Ek/(E)G - G1 GI - i _ �- - -- — + 1 - - - -- -� --- - ---t -�.- - _ ------- -- -.-_ AtOSC 3'-0' x T-0' A STL 1 STL MM HOLLOW ME 1 AL A1064-:7 IDOR EXP SC RB I (E)G - --- - -_- _� —�_ _ .— -- --_--_-- __-- AL ALUMINUM --- - - - ----- — —_- —_-- _ A1o5e q-o x To-o E sn sn I i I PAIN • - -- - +' - -PAINT STL STEEL w.,' .r owbe .aa c,a•.DO—a,... ___ __ �— .0l1 Inr e.•nw-'W W-16r of ` -- - —— No woRK a FULL cLAsA107 3'-0' x r-0° I A STL T Sn -A109E 6�-0 __ __ - PAINT 4rPM YcrR1sD l.nyll•O l.° Mr�r' - - SEE CLEAN ROOM DRAWINGS AIOU (2) 3' Or X 6'-10: C STL T Sn 8 ALL RATED DOORS TU BE PUSIIIVE LATCHING .r,.., „, ,,.,„°.�,,,.,.A110RRIDOR EXP Sc RB - j (Ex G1 G1 A111 I SERVICE 9'-0' YL4 - � GI G1 PAINT I O _ Ob0 n0 pJM.,ma•IWmf.M•I,.,',I•r.. -. .-,_ -- ---- --- - A109 3-0 X r-0 ,G. v, A112 PHOTO LITH 9'-0' -M14 - G1 - - I - - SEE CLEAN ROOM DRAWINGS - _ 5 GLAZING. - _Y--- --- - - 9'-0' MLI - Ct I - - - SEE CLEAN RG011 DRAWINGS -AMA 3'-0' x r-0' A STI -T STL --- - - 20 MIN — PAINT-�- - -------- L _ ----- A. FR = FIRE RATED/SAFETY GLASS A113 SERNCE __ _ __ - LAMINATED SAFETY CUSS A111-- THMINING- -- _--- -r---9�-0•--- MLI I Gi - - SEE CLEAN ROOM DRAWINGS _A111B 3'-0" x r-0° A Sn T 5 ----t --' _�- _ PAINT T = TEMPERED CUSS --1------ -+ �- _ A112A (2) 3'-0 X 6'-10' C St T STL 20 1MN t j PAINT �- - ---- -- -_- - -- -- W = WIRE GLASS ----t-------- A115 ! SERNCE 9'-0 ! ML4 j - I G1 I - - - SEE CLEAN ROOM DRAWINGS A116 WAFER BONDING 9'-Or ML4 - I Gl I - - - - SEE CLEAN ROOM DRAWINGS A112B - - ii-- { - - - _t --- _ 2- -_------------ - d. SEE SPEGFICAIIONS SECTION O!}8W - RN - 9'-0' k - Gt I - Gt - - SEE CLEAN ROOM DRAWINGS A113A_ 3'-0' X r-0' i -STL T STL I + - 20 ON I PAINT- - ------- 6 FRAME MATERIAL A117 RETURN - -- A1130 3'-0' X r-0' A Sn T STL i — A116 GRINDING 14'-0' I ML2 RB G1 G1 (E)G/G1 G1 (Eu1T/AT PAINT _�! -__ ____ PM PRESSED METAL A110 LAB 11'-0 R8 G1 G1 (E� G1 AT -- -- A114A (2) 3'-0' X 6'-10r C STL 1 STL - _ �_ 20 MIN �- PAINT A� ALUMINUM v / WORK _— -'�--•-- - - -- --- S A119 STORAGE _ _-- - 9'-0' I SC I _ --- _ _ -t NO A1148 • A111 I BOX BUILD IL'-Or I SC I RB I G1 I (E� (E)G (E)G (E)AT/Al A11SA 3_0' X 7'_0' - F Sn T STL - - I 20 NMN PAINT - - (7) DE TAILS - - _ - -_ - -- --- -- -- I ------ -- - ---�- -1 _.. _ A. SEE DFTAIL AND DRAWING NOTED --{ A115B 3'-0 X 7'-0 A STL T STL _ _ -_�- -- PAIN A122 7 ELECTkICAI 11'-O' SCS-R8 I C1 I G1 (E)G/G1 t (E)G AT _ -_ +-� - - --- A116A (2) 3'-0' X 8'-10' - --- C :1l 1 S� - - _ - - --- 20 MINS --t_^ PAINT + - ---- - O AER L` DOORS AND TO dE D L 8 FIR RATING. A123 CI.'iE f 14-O __ FRAME) LABELS . ' ABEL' ALL RATE A1168 - _ I _ 2• SHALL MEAN 'ASSEMBLY' AS DEFINED IN SECTION 7170, 1997 OSS: + A124 LAB 1 14-0 I NO WORK --�--- •---�----� - �---� -------- A1% (2) 3'-0' X 7'-U' C STL T Sn - - - --• • --- - ` PAINT -- -- - --- --- - A125 LAB �i 14-0 I I R8 I (E)G/G1 (SKF/G1 I NO WORK 0 CEILING (9) HARDWARE GROUP (� _ - - , RB - - I A119 (2) 3'-0' X T-0' D STL T STL PAINT ___ _---- --- __ W A126 CORRIDOR 9-0 I _ (E� (E� AT - - - _ -___y --___ -�- --�____-�.---+--'�- "�-- -y ----- ALL HARDWARE SHALL CONFORM TO USBC. 8-1017 4 9 0 ML2 RB �-..E _.,- E -AT . I3. A127 CORRIDOR - - (E)G ( �+ ( � _ - --- - '-- - - - A HINGES, L K� STOP A129 CORRIDOR 9'-0' ML1 RB - -(E� - /y�� I AT I��- A121�- (2) 3--0- X 7--0-- — - STL T _STIL PANT OC SET O C 9'-Or ML2 R8 C1 (E�'F/G1 (E 01 AT _A122 i 3-C X 7'-0 A $TL T STL —.�_ ,.' ,t I PAINT B HINGES, CLOSER, STOP, WEATHERSTRIP, THRESHOLD, N A129 CORRIDOR ��. �___ -.__ T�._ - a . PANIC HARDWARE (NO EXTERIOR TRIM) O U _.I _--. ..._.. r_ A113A 3'-0' x T-0' Q) A130 OFFICE 9-0 RB (E)G/G1 NO WORK •CEILING -_ r-� C EXISTING HARDWARE, NO WORK REQUIRED �- L A13t OFFICE 9'-0' ; NO WORK A1238 3'-Or X 7'-0r -_ I _ - _- --- O) O O —__. -..�- ___ ___-_._.,-- _ti____�__- - -.�--___. --' - D TERIUR IRI O CLOSE 4 ) WEATHER TRIP E BUNK _-_ _ 3-0 -0 •-•-•r HARD A132 CONFERENCE 9'-0' NO WORK A124 - • X r '-T-- - +- {- -- �T_-�- I MIN N PANIC W4 W Q 1 , J i r A133 OFFICE 9'-0' NO ( A125A - I (2) 3'-0r X r-Or r A134 CONFERENCE 9'-0' NO WORK _-_.____ _... .-.-+__ .... .__.....r_-_ . - r - -._«- ------ --- 1 + ) ALL GAS ETING SHALL CONFORM TO USBC, B-10171 A129 �- -3'-0' X T-0' *- A St i T St 20 MIN -• PAINT p - A135 OFFICE 9'-D' I NO WORK A130 3'-0r X r-0' A St T St PAINT (11) ELECTRIFICATION/SECURITY Q 1 Q A136 OFFICE 9'-0* NO WORK �L/ -- -�-- - A131 S-0r x r-Or ALL ELECTRIFICATION/SECURITY SHALL CONFORM C USB B-10174 A137 HALL - _- -t- 9-0' NO WORN(- - _-�- - ----..._. _--�- �- -•-- -�----- - +- --------+------ -�-----a- +-_ _ E T C1` A136 HALL 9'-0' f,--� - � ~� -~ -~NO WORK A130 3'-O' X r-0' _ -" +_-_ --�-_ �_ .__ ____-+_ _ i (1 2)_ 2 DOOR/FRAME FINISH(S) Q � F A139 MANUFACTURING EXP NO WORT( _ --_ . -- - -+• r( SEE ROOM FINISH SCHEDULE OR FINISHES �.-- -.. - - _-- I (n (13) REMARKS V 1 RETAIN WESTERN LEAF OF DOUBLE DOOR U 2 SEE CLEAN ROOM DRAWINGS FOR DOOR TYPE U 3 LOCK SOUTHERN LEAF IN CLOSED POSITION O F c t MATERIAL SCHEDULE DOOR TYPES/NOTES - _- _ _ , a, � --- -- -- -- - -- - -- --_— MANUFACTURER 1 MARK MATERIAL ' STYLE COLOR REMARKS 3'-0� __ � ----v- -�- '�� _ � O + MODEL 140. 0'-6" c'' r —- (� — In 6'-0' O - �`-- RB 4" COVED RUBBER BASE FLEXCO BLACK MATCH BUILDING STANDARD _-- —- -__-- -� - - - ----- ------ - l M P-1 PAINT MILLER ACRYLIC LATEX - ---_--_- __----- c, ---- - - - -f �-"' W _- _ - - _ -- _-- —__-- -- --------- TEMPERED GLASS - TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS , P-2 PAINT MILLER ACRYLIC ENAMEL co n \ AT ACOUSTICAL TILE ARMSTRONG SECOND LOOK 2 WHILE MATCH BUILDING STANDARD Sc SEALED (E) CONCRETE - -- - _— - ---— �._. -- ---_- U FG FIBERGLASS GRATING SEE DETAIL X/A5.1 - - - __-- - ------_ —__-— --__— - -_---- ---_—_-. --- RUSH w/ REur FtusH DOUBLE w/ REL1Q `r p DOUBLE w/ REL 3HT E OVERHEAD � FLUSH w/ REUrE U� (C)G (E) GYPSUM BOARD, PAINT P-1 - - -- - - NOT FO SCALE NOT TO SCA' NOT TO SCALE CrNOT TO SCALE �� NOT 10 SCALE �� N01 TO SCALE GI GYPSUM BOARD, PAINT P-1 (F)C (E) CONCRETE WALL, PAINT P-1 _ _J CL Ik C1 CONCRETE WALL, PAINT P-1 MI-2 LAMINATE FLOORING MIPOLAM 200 - Ml/ LAMINATE FLOORING MIPOLAM 400 I s I W N I [Drawn Bye z.x ROOM FINISH NOTES (1) FINISHES INDICATE PREDOMINANT MATERIAL Date 31 MAR 00 (2) (E) - EXISTING (3) EXP. = EXPOSED TO STRUCTURE C- -_ OOOSA61 (4) SEE SHEET A1,1 FOR FLOORING TRANSITIONS �tlt99t (5) VERIFY COLORS W/ OWNER'S REPRESENTATIVE , (6) PAINT FOR DOORS AND FRAMES SHA.L BE LOW ODOR TYPE FICH + (7) WHEN MATCHING (E) PAINT COLOR, FEATHER (N) PANT INTO (E) PANT. SCHEMES �� 0 r•��`�-I, f yl�n-j f- -� �v'tclraNy �K 734 a� �11�4 Nu11bK r A 1 v 10500 3W Nimbus Ave. 9UP2000-00156 s�N& 00046 i 10 of 11 1 .. H.....b .....,..- k,o,.n+vw.erc. ,w+rw•. nwdtm aw.mu . Cm��'Ilen�"V'I'II:III"I1111IIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII)1111 IIIIIIIII IIIIIIIII IIIIIIIII III111111 11!1111 I�ILII III VIIIU 11111/1111111 IIIIIIIII IIIIIIIII IIIIIIIII 111111111 IIIIIIIII HII)IIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII LEGIBILITY ;TRIP f �al .�( J�� e1 FIO III II! I� 1I4 Ile 17 II9 119 210 21 212 213 2�4 2I5 2`e 217 28 29 30 •. t3FX.lt'1 F+^�`r� v:R��4 ��Y�4 1 t wpr�� a.y,��� }'i ytt �°�" .7.t ,} 3 v ri{_ Y i• r 3�'' ~: 1- I%,"L• 1.: ry ri7• U1.hhwil: T. ,�' r{. V ,Y ti. r Y I •J Z 1 C STRUCTURAL NOTES } O E 3 (n Y cy) t a o 1. THE GOVERNING CODE IS THE 1997 UNIFORM BUILDING CODE (U. B. C. WITH THE 1998 A. ALL REINFORCING STEEL SHALL BE ACCURATELY ANP SECURELY PLACED. O+� a c OREGON REVISIONS. B. REINFORCING SHALL NOT BE BENT OR DISPLACED FOR THE CONVENIENCE OF OTHER 2. ALL NEW CONSTRUCTION HAS BEEN DESIGNED FOR THE FOLLOWING LIVE AND SNOW LOADS, TRADES, UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD METAL RW OR FLOOR DECKINGw p , UNLESS NOTED L DECKING SHALL CONFORM WITH THE PROVISIONS OF THE AMERICAN IRON AND U o UNLESS NOTED OTHERWISE, C. SPLAY REINFORCING STEEL AROUND OPENINGS WITH 1' IN 10' SPLAY, I. ALL META A LIVE LOADS cOTHERWISE. STEEL INSTITUTE' S ' SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL Q} z rI WIND. . . . . . . . . . . . . . . . . . . . . . . u. B. C, 80 MPH EXPOSURE B D. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORCING STEEL SHALL BE, STRUCTURAL MEMBERS', SEISMIC. . . . . . . . . . . . . . . . . . . U. B. C. ZONE NO 3 3' t 1/2' TO BOTTOM OF FOOTING 2. METAL ROOF DECKING SHALL BE VERCO TYPE HSB36, 22 GA. , 36' WIDE SHEETS; `' LLJ j w B SNOW LOADS 2' t 1/4' TO EARTH FACE OF WALL GALVANIZED DECK OR APPROVED EQUAL., WITH SHEAR TRANZ 11 ALONG EAST AND WEST CD ROOF . . . . . . 25 PSF MINIMUM ROOF SNOW LOAD ( SNOW BUILD 1' 1 1/4' TO INSIDE FACE OF WALL WALLS OF NEW ADDITION. 3 0 � -UP LOADING IN ACCORDANCE WITH U B. C. SNOW LOAD ANALYSIS. 2' t 1/4' MAIN STEEL BEAMS AND COLUMNS (SECTION PROPERTIES ARE PER FT. OF WIDTH. ) s Z � 3/4' f SLAB TO TOP AND BOTTOM SURFACES S+ = 0. 187 In. 3 .6 CENTER OF SLABS-ON-GRADE S- = 0. 198 In. 3 U N L E E. ALL REINFORCING L.AP SPLICES SHALL BE IN CONFORMANCE WITH A. C. 1. 318 I = 0. 175 I n. 4 ` " N w 1. UNLESS OTHERWISE NOTED, MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN SHALL ' BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' , CLASS B, UNLESS CONNECT DECKING TO SUPPORTING MEMBERS WITH 3/4' DIAMETER FUSION WELDS AT SEVEN BE THOSE CONFORMING WITH THE VERSION OF THE APPLICABLE SPECIFICATION OR CODE" NOTED OTHERWISE. ALL REINFORCING LAP SPLICES SHALL HAVE A MINIMUM LAP OF ( 7) WELDS PER SHEET. MOST RECENTLY ADOPTED BY THE PERMITTING AUTHORITY. THESE 'STRUCTURAL NOTES ARE FORTY-TWO ( 42) BAR DIAMETERS, 3. DECK SIDE LAPS SHALL BE BUTTON PUNCHED AT 1' -0-' MAXIMUM ON CENTER V E TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS F. ELECTRICAL CONDUIT SHALL BE PLACED NEAR THE CENTER OF THE SLAB 4. DECKING LAID PARALLEL Til SUPPORTING WALLS OR FRAMES SHALL BE CONNECTED WITH x o 2 THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND VERIFY G. REINFORCEMENT BARS SHALL NOT BE TACK WELDED, WELDED, HEATED OR CUT, UNLESS 3/4' DIAMETER FUSION WELDS AT 12' ON CENTER. ° c ALL DIMENSIONS AND ELEVATIONS RELATIVE TO THE EXISTING STRUCTURE ( E). INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BY THE STRUCTURAL ENGINEER 5. DECKING SHEo>R MINIMUM REQUIREMENTS NINE HUNDRED FIFTY-THREE (953) LBS. PERN � 3. A SHOP DRAWINGS SHALL BE REQUIRED ON: REINFORCING STEEL, STRUCTURAL. STEEL OF RECORD. LINEAL FT. WHEN FASTENED IN ACCORDANCE WITH THE ABOVE METHOD. v Ir) c AND METAL DECK, AND SHALL BE REVIEWED PRIOR TO FABRICATION 6. PEINFORCEMENT COUPLERS SHALL BE LENTON, FOX-HOWLETT OR APPROVED, CAPABLE OF 6. DECKING SHALL BE CONTINUOUS ON THREE ( 3) OR MORE SUPPORTS. WHERE A ONE ( 1) °' 0 o B SHOP DRAWINGS, STAMPED BY A LICENSED STRUCTURAL ENGINEER IN THE STATE OF DEVELOPING ONE HUNDRED TWENTY-FIVE PERCENT ( 125%) OF THE SPECIFIED YIELD OR TWO ( 2) SPAN CONDITION IS REQUIRED, CONTRACTOR SHALL PROVIDE DECKING WITH v OREGON, SHALL BE REQUIRED ON STEEL JOISTS AND GIRDERS. STRENGTH OF THE REINFORCEMENT, SUFFICIENT SECTION PROPERTIES TO EQUAL LOAD CONDITIONS OF A THREE ( 3) SPAN UNLESS STATED OTHERWISE IN THE SPECIFICATIONS, SUBMIT ONE ( 1) PRINT AND ONE 7. ALL REINFORCEMENT WHICH IS TO BE WELDED, AS INDICATED ON THE DRAWINGS, SHALL DECK FOR BOTH LOAD AND DEFLECTION. o 0 ; ( 1) REPRODUCIBLE FOR REVIEW. CONFORM WITH ASTM A 706 AND A. W. S. D1. 4. GRADE 60, UNLESS NOTED OTHERWISE 7, FURNISH ALL ACCESSORIES (OPENING REINFORCING ANGLES, CLOSURES, ETC. ) TO �2 =' 4. FIRST FLOOR SHALL BE PERMANENTLY ATTACHED TO WALLS OR SHORE WALLS PRIOR TO PROVIDE A COMPLETE DIAPHRAGM. .....m�I0 .., BACK-FILLING AGAINST STRUCTURE. CONCRETE - CASEIN-PLACE 8. WELDERS SHALL BE A. W. S. CERTIFIED FOR LIGHT GAUGE METAL WELDING. Wom ::.t ,:,;.., /II M M MIM MIY�u I THIS STRUCTURE AND ALL OF ITS PARTS MUST BE ADEQUATELY BRACED AGAINST WIND. 1. ALL CONCRETE SHALL DEVELOP A MINIMUM TWENTY-EIGHT (28) DAY LABORATORY-CURED 9, DECKING SHALL BEAR A MINIMUM OF 2' ON SUPPORTS. .w,11r f LATERAL EARTH AND SEISMIC FORCES UNTIL THE PERMANENT LATERAL-FORCE RESISTING COMPRESSIVE CYLINDER STRENGTH OF. ������+w•� OWN •,�o,r, SYSTEMS HAVE BEEN CONSTRUCTED AND ALL ATTACHMENTS AND CONNECTIONS NECESSARY 3000 PSI FOR FOOTINGS. LIGHT GAUGE STEEL FRAMING, rnl.,�,.lrl..'Zlr'+..L�"No pasomm amL..ri�..Iw Cosa FOR THE STABILITY OF THE STRUCTURE AND ITS PARTS HAVE BEEN MADE 4000 PSI FOR INTERIOR SLABS-ON-GRADE. 1. STEEL IS "TO BE: W*--;6z ` 6. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME TYPE AND CONCRETE EXPOSED TO ELEMENTS SHALL HAVE 5% t 1% ENTRAINED AIR, BY VOLUME, A. ASTM A 446 GRADE D (Fy = 50 KSI% FOR 12 GAUGE. «po"tow ftWomncIn.. N CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE ARCHITECT CONFORMING WITH ASTM C 260. B. ASTM A 446 GRADE A ( Fy = 33 KSI) FOR 14 GAUGE AND LIGHTER: ANG STRUCTURAL ENGINEER OF RECORD. 2. A MINIMUM OF THREE ( 3) CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EACH ONE 2• ALL FABRICATION, ERECTION AND IDEN71FICATION OF LIGHT GAUGE STEEL FRAMING 7. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE APPLIED, PLACED, HUNDRED ( 100) CU. YARDS, OR EACH DAY OF POUR, FOR EACH CONCRETE STRENGTH. SHALL CONFORM WITH U. B. C. STANDARD ?7-9 AND A. I. S. I. ' SPECIFICATION FOR THE ERECTED OF' INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER' S CYLINDERS SHALL BE TESTED AS FOLLOWS: ONE ( 1) AT SEVEN ( 7) DAYS AND TWO ( 2) DESIGN OF COLD-FORMED STEEL STRUCTLI12AL MEMBERS' . INSTRUCTIONS AT TWENTY-EIGHT (28) DAYS. 3. FASTENING OF COMPONENTS SHALL BE WITH SELF-DRILLING SCREWS. �-- 8. SPECIAL INSPECTION, SPECIAL TESTING AND REPORTING AND COMPLIANCE PROCEDURES, 3. CONCRETE CYLINDER SAMPLING AND TESTING SHALL CONFORM WITH ASTM SPECIFICATIONS. 4. FASTENING OF COMPONENTS SHALL BE WITH WELDING. IN ACCORDANCE WITH CHAPTER 17 OF THE U. B. C. , SHALL BE PROVIDED FOR THIS ACCEPTANCE OF CONCRETE SHALL BE GOVERNED BY THE PROVISIONS OF A. C. 1. 318 A. ALL WELDS SHALL BE OF SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE STRUCTURE, AND SHALL INCLUDE" 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' . TWO ( 2) SETS OF MIX CONNECTION. ,�PLf_IAL INSPECTION DESIGNS, WITH COMPLETE STATISTICAL BACKUP, SHALL BE SUBMITTED FOR kEVIEW. B. ALL WELDING SHALL CONFORM WITH A. W. S. SPECIFICATIONS, TOUCH UP WELDS WITH A REINFDPCING STEEL 4. CONCRETE MATERIALS, FORM WORK, MIXING, PLACING AND CURING SHALL CONFORM WITH ZINC-RICH PAINT, 1 PERIODIC SPECIAL INSPECTION IS REQUIRED DURING PLACING OF STEEL IN THE SPECIFICATIONS CONTAINED IN THE A. C. I. 'MANUAL OF CONCRETE PRACTICE' , C. WELDERS SHALL BE A. W. S. CERTIFIED FOR LIGHT GAUGE METAL WELDING. STRUCTURAL REINFORCED CONCRETE. 5. AT AREAS OF DEPRESSIONS FOR SLABS AND BEAMS, PROVIDE MINIMUM THICKNESS OF D. WELDING ELECTRODES SHALL BE E60XX. 2 CONTINUOUS SPECIAL INSPECTION IS REQUIRED DURING WELDING OF DEPTH AS FOR ADJACENT AREAS, UNLESS NOTED OTHERWISE. 5. STEEL STUDS OR JOISTS SHALL BE ' CC' SPUDS OR • WJ' JOISTS WITH STIFFENED LIPS, REINFORCING STEEL. 6. SHORE ALL SELF-SUPPORTING SLABS AND BEAMS UNTIL JOB-CURED CYLINDERS INDICATE AS MANUFACTURED BY ANGELES METAL SYSTEMS, MEMBERS OF THE METAL STUD B STRUCTIRAL CONCRETE A MINIMUM AVERAGE OF ONE HUNDRED PERCENT ( 100X) OF THE DESIGNATED MINIMUM MANUFACTURER' S ASSOCIATION, OR APPROVED SIZE AND GAUGE ARE AS NOTED ON CONTINUOUS SPECIAL INSPECTION IS REQUIRED DURING THE PLACING OF CONCRETE CYLINDER STRENGTH. DRAWINGS, IN STRUCTURAL REINFORCED CONCRETE 7, CONSTRUCTION JOINTS BETWEEN FOOTINGS AND WALLS, COLUMNS OR PILASTERS AND THE 6. PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT NECESSARILY LIMITED TO, TRACKS, C STRUCTURAL STEEL SLABS THEY SUPPORT AND WALT_ CONSTRUCTION JOINTS SHALL BE PREPARED BY CLIPS, WEB STIFFENERS, ANCHORS, FASTENING DEVICES AND OTHER ACCESSORIES E 1 CONTINUOUS SPECIAL INSPECTION IS REQUIRED DURING ALL SHOP AND FIELD ROUGHENING TO A FULL AMPLITUDE OF APPROXIMATELY 1/4' LEAVING THE CONTACT REQUIRED FOR A COMPLETE AND PROPER. INSTALLATION r WELDING OF ALL MULTIPLE-PASS WELDED CONNECTIONS. PERIODIC SPECIAL SURFACE CLEAN AND FREE OF LAITANCE. CONSTRUCTION JOINTS SHALL. HAVE 2X KEYWAYS 7. END BLOCKING SHALL BE PROVIDED WHERE JOIST ENDS ARE N❑T OTHER'aISE RESTRAINED Q C INSPECTION IS ACCEPTABLE FOR SINGLE-PASS FILLET WELDS WHERE INDICATED IN THE DRAWINGS. THE CONTRACTOR SHALL SUBMIT FOR REVIEW FROM ROTATION. 2 PERIODIC INSPECTION IS REQUIRED FOR WELDING OF FLOOR AND ROOF DECKS. DETAILS OF PROPOSED CONSTRUCTION JOINTS NOT DETAILED IN THE STRUCTURAL 8. JOISTS SHALL BE LOCATED DIRECTLY OVER BEARING STUDS, UNLESS NOTED OTHERWISE, V U CAST-IN-PLACE ANCHOR EOLTS DRAWINGS, 9. SPLICES IN AXIALLY LOADED STUDS SHALL NOT BE PERMITTED. ---- 4J PERIODIC SPECIAL INSPECTION IS REQUIRED DURING THE INSTALLATION OF ALL 8. CONCRETE SHALL NOT BE PLACED ON FROZEN GROUND. 10, EACH FLANGE OF STUDS SHALL BE SECURELY ATTACHED TO FLANGES OF BOTH UPPER AND Oc: 16- BOLTS TO CONFIRM SIZE, EMBEDMENT AND QUANTITY 9. BOND NEW CONCRETE TO EXISTING CONCRETE WITH ' WELD-CRETE' , AS MANUFACTURED BY LOWER RUNNERS: O E EXPANSION AND/OP EPDXY BOLTS INSTALLED INTO CONCRETE LARSON PRODUCTS CORPORATION, OR APPROVED, AS A MINIMUM, EXISTING CONCRETE PERIODIC SPECIAL INSPECTION IS REQUIRED DURING INSTALLATION OF ALL BOLTS SURFACES SHALT_ BE ROUGHENED BY CHIPPING TO A MINIMUM 1/4' AMPLITUDE TO EXPOSE PLYWOOD SHEATH TO CONFIRM CONFORMANCE WITH MANUFACTURER' S RECOMMENDED INSTALLATION COARSE AGGREGATE. PREPARATION AND APPLICATION IS TO BE IN STRICT ACCORDANCE I. ALL PLYWOOD SH_ THING SHALL BE C-D GRADE, UNLESS ED OTHERWISE ( WITH (D PROCEDURES ( INITIAL CONFIRMATION AND PERIODIC INSPECTION AFTERWARD'. . WITH THE MANUFACTURER' S RECOMMENDATIONS. EXTERIOR GLIDE MA FACTURED IN ACCORDANCE WITH UN ED STATES PRODUCT STANDARD THE TERM ' CONTINUOUS' SHALL MEAN THE SPECIAL INSPECTOR IS ON THE SITE AND 10. ALL EXPOSED CORNERS SHALL. HAVE 3/4' CHAMFER, UNLESS NOTED OTHERWISE. PS 1-83/A. N, S. I. A 9. 1 'FOR CONSTRUCTION AND DUSTRIAL PLYWOOD' ) , SHALL U IN THE GENERAL AREA, AT ALL TIMES, OBSERVING THE WORK REQUIRING SPECIAL CONFORM W I TH U: B. C. TANDARD 23-2 AND SHALL AR THE A. P. A. TRADEMARK OF THE Q ) Q) INSPECTION CONCRETE - PRE-CAST AMERICAN PLYWOOD ASSO ATION. L ' SPECIAL TALI NS REINFORCING SHOWN ON PANEL DETAILS IS DESIGNED FOR FORCES OCCURRING AFTER PANEL A. MEZZANINE FLOOR 3/4' INDEX 8/24 T&G SEE ARCH FOR TOP LAM f THE SPECIAL INSPECTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE SPECIAL IS 1'4 PLACE AND TIED TO ROOF AND FLOOR DIAPHRAGMS, USE STRONGBACKS AND EXTRA B. WALLS 1/2' IND 24/0 Q TEST REQUIREMENTS ARE PERFORMED BY AN APPROVED TESTING AGENCY FOR THE TYPES REINFORCING, AS REQUIRED AND DIRECTED BY PANEL ERECTOR, FOR ERECTION PURPOSES. 2. PLYWOOD SHEATHING SHALL BE AID WI E JOINTS STAGGERED > OF WORE DESIGNATED BELOW STRUCTURAL ENGINEER OF RECORD ACCEPTS NO RESPONSIBILITY FOR ERECTION. 3, BLOCK ALL SHEAR WALL SHEATHI W OIC16 FLAT STUDS WITH COPED FLANGES, AND T'-t1 V)A STRUCTLIRAL_ CONCRETE ALL CONCRETE FOR PRE-CAST CONCRETE UNITS SHALL BE NORMAL-WEIGHT AGGREGATE CONNECT WEB WITH TWO (2) X10 NTO EACH STUD �J J SAMPLE AT THE PROJECT SITE AND TEST CONCRETE IN ACCORDANCE WITH THE CONCRETE, WITH A MINIMUM TWENTY-EIGHT ( 28) DAY, LABORATORY-CURED COMPRESSIVE 4. LAY OUT PLYWOOD TO ELIMINATE A DTH LESS THAN 1' -0' , EXCEPT AT PLYWOOD � Q) � REDIAPEMENTS OF THE STRUCTURAL NOTES, CYLINDER STRENGTH OF" 4000 PSI. FLOORS WHERE MINIMUM DIMEN B S 0 L BE 2' -0' , UNLESS ALL EDGES OF THE STRUCTURAL STEEL ( SHOP AND FIELD) UNDERSIZED SHEETS ARE SUPP BY OCKING, U SPECIAL TESTING OF STRUCTURAL STEEL SHALL BE AS FOLLOWS: NON-SHRINK GROUT 5. WAFER BOARD OR ORIENTED BOARD ONFORMING WITH U. E. C. STANDARD 23-4, O ALL PARTIAL-PENETRATION GROOVE WELDS, WHEN USED IN COLUMN SPLICES, SHALL GROUT SHALL BE NON-SHRINKABLE GROUT CONFORMING WITH ASTM C 1107 AND C. R. D. -621, GRADE 2-M-W, MANUFACTUR TH EXTERIO GLUE, MAY BE SUBSTITUTED FOR PLYWOOD, BE TESTED BY ULTRASONIC TESTING OR OTHER APPROVED METHOD. CORPS OF ENGINEERS ' SPECIFICATIONS FOR NON-SHRINK GROUT' GROUT SHALL HAVE A PROVIDED IT HAS EQUAL LO /SPAN RATING EX, AND BEARS THE A. P. A. TRADEMAPF PI;P_QRT IL�7 AND COMPLIANCE PRU L DURES SPECIFIED COMPRESSIVE STRENGTH AT TWENTY-EIGHT ( 28) DAYS OF 5000 PSI. PRE OF THE AMERICAN PLYWOOD SSOCIATION. ALL REPORTS FOR EITHER INSPECTIONS OR. TESTING APE TO BE DISTRIBUTED TO THE -GROUTING OF BASE PLATES WILL NOT BE PERMITTED, 6. CONTRACTOR IS TO PROT T FLOOR AND ROOF SHE HING FROM EXTREME WET CONDITIONS CSI OWNER, PROJECT ARCHITECT, STRUCTURAL ENGINEER OF RECORD AND REGULATORY TO LIMIT MOVEMENTS TO EXPANSION CAUSED B OISTURE. ADDITIONALLY, PROVIDE Q-)-) O AGENCY WITH PERMITTING AUTHORITY, AT COMPLETION OF CONSTRUCTION, THE STRUCTURAL STEEL AND MISCELLANEOUS IRON PROPER PANEL SPACI S PER THE AMERICAN PLYWOOD SSOCIATION RECOMMENDATIONS. _ SPECIAL INSPECTOP. SHALL SUBMIT A FINAL REPORT TO THE ABOVE-DESIGNATED 1. STRUCTURAL STEEL SHALL" CONFORM WITH THE FOLLOWING REQUIREMENTS: 7. CONNECT WALL AND LOOR PLYWOOD SHEATHING TO META STUDS OR JOISTS WITH #10 � O PARTIES CERTIFYING THAT ALL INSPECTED WORK WAS COMPLETED SUBSTANTIALLY IN A. STRUCTURAL STEEL FOR WIDE FLANGE SHAPES SHALL CONFORM WITH EITHER ASTM SCREWS AT 4' Or ENTER AT EDGES AND BOUNDARIES OF NELS AND 10' ON CENTER AT c ACCORDANCE WITH APPROVED PLANS AND SPECIFICATION", AS AMENDED, WORK NOT IN A 36 OR ASTM A 572, WITH A MINIMUM YIELD STRENGTH OF 50 KSI. INTERMEDIATE UDS OR JOISTS: �) O ' MFLIANCE SHALL BE SD NOTED. B. STRUCTURAL STEEL FOR ANGLES, TEES, CHANNELS AND PLATE SHALL CONFORM WITH U ,-- ASTM A 36, OTHER CONNECTIONS �� 0 SITE PREPARATION C. STRUCTURAL TUBES SHALL CONFORM WITH ASTM A 500, GRADE B, Fy = 46 KSI, 1. ALL PLATES AND LEDGERS SHALL BE ANCHORED WITH A MINIMUM OF THREE ( 3) ANCHORS CC PRE-ROLL THE ARLA WITHIN BUILDING AREA AND 5' -0' MINIMUM AROUND THE BUILDING WITH 2. ALL FABRICATION, ERECTION, IDENTIFICATI❑N AND PAINTING OF STRUCTURAL STEEL PER PIECE. A HEAVY VIBRATORY ROLLER OR LOADED DUMP TRUCK, M�,K1NG AT LEAST THREE ( 3) PASSES SHALL cnNFORM WITH A, I, S, C. SPECIFICATIONS. -�1 N M M_=N AX MU MM A NG OYER THE ENTIRE APEA ANY AREAS WHICH EXHIBIT EXCESSIVE WEAVING OR DEFLECTION 3. ALL WELDING SHALL CONFORM WITH A. W. S. SPECIFICATIONS. 2. LEDGERS TO CONCRETE WALLS 3/4' DIAMETER EXPANSION ANCHORS AT 4' -0' ON CENTER UNDER THE WEIGHT OF THE ROLLER OR DUMP TRUCK SHALL BE OVER.-EXCAVATED, AS A. ALL WELDERS SHALL BE CERTIFIED UNDER A. W. S. SPECIFICATIONS. 3. EXPANSION ANCHOR EMBEDMENTS 1/2' DIAMETER WITH 2-1/2' MINIMUM EMBEDMENT NECESSARY, TO REMOVE ANY UNDESIRABLE SOILS IN THE AREA, THEN BACK-FILLED WITH B. WELDS SHAIL BE MADE WITH E70 SERIES ELECTRODES, UNLESS NOTED OTHERWISE. (UNLESS NOTED OTHERWISE) 5/8' DIAMETER WITH 3' MINIMUM EMBEDMENT CLEAN, WELL-GRADED SAND OR SAND-AND-GRAVEL MATERIAL. C. WELDING OF REINFORCING STEEL SHALL. BE AS SPECIFIED IN THESE STRUCTURAL 3/4' DIAMETER WITH 3-1/2' MINIMUM EMBEDMENT $IBUGJURAL FILL ❑R BACK-FILL NOTES UNDER 'CONCRETE REINFORCING STEEL' . 4, LAG BOLT INSTALLATION 1/2' DIAMETER BOLT = 5/16' DIAMETER HOLE U 4, HEADED STUDS ( H, S. ) AND SHEAR CONNECTORS SHALL BE MADE FROM COLD-DRAWN BAR (PRE-DRILL HOLES FOR 5/8' DIAMETER BOLT = 13/32' DIAMETER HOLE r n ALL FILL ANL BACK-FILL PLACED IN THE BUILDING AREA AND BENEATH PAVED SURFACES ST13CK CONFORMING WITH THE REQUIREMENTS OF ASTM A 108, GRADES 1010 THROUGH 1018 LAG THREADS) 3/4' DIAMETER BOLT = 1/2' DIAMETER HOLE �/ J SHALL BE DENSELY COMPACTED SUCH FILLING AND BACK-FILLING SHALL BE ACCOMPLISHED INCLUSIVE, STUDS SHALL BE INSTALLED AND INSPECTED IN ACCORDANCE WITH CHAPTER 1' DIAMETER BOLT = 11/16' DIAMETER HOLE AFTER REMOVING ALL VEGETATION, RUBBISH AND EXISTING FILL, STRIPPING ALL TOP SOIL 7 ( STUD WELDING) OF A. W. S. D1. 1 ' STRUCTURAL WELDING CODE-STEEL', IN ADDITION SOAP THREADS OF LAGS IMMEDIATELY PRIOR TO INSTALLING WITH WRENCH ONLY. ( NINE INCHES, ( 911 MINIMUM) AND PRE-R01._LING WITHIN THE BUILDING AND PARKING AREAS TO THAT SHOWN ON THE DRAWINGS, SHEAR CONNECTOR SPACING SHALL BE IN ACCORDANCE OR FOLLOWING OVER-EXCAVATION IN FOOTING AREAS. IF OLD FILL OR SOFT NATURAL SUB WITH THE A. I, S. C. ' SPECIFICATION FOR DESIGN, FABRICATION AND ERECTION OF -GRADE MATERIAL IS ENCOUNTERED, OVER-EXCAVATE AND REPLACE WITH COMPACTED FILL, STRUCTURAL STEEL FOR BUILDINGS'. ALL STRUC11JRAL FILL SHALL BE PLACED IN LOOSE LIFTS, NOT EXCEEDING NINE INCHES 5, ALL MEMBERS SHALL BE CONNECTED WITH SEMI-FINISHED MACHINE BOLTS, UNLESS NOTED ( 9' ) IN THICKNESS AND COMPACTED TO A DENSITY OF AT LEAST NINETY-TWO PERCENT ( 92%) OTHERWISE ON PLANS, MACHINE BOLTS SHALL CONFORM TO ASTM A 307, GRADE A, OF MAXIMUM DRY DENSITY, AS DETERMINED BY ASTM U 1557, THE ADEQUACY OF THE FIELD' 6, A. EXPANSION ANCHORS SHALL BE I, C. B. 0, -APPROVED ( ZINC PLATED IN ACCORDANCE COMPACTION SHALL BE VERIFIED BY RANDOM FIELD DENSITY TESTS, STRUCTURAL_ FILL SHALL_ WITH ASTM B 633) AND CONFORM WITH FS FF-S-325, GROUP II, TYPE 4, CLASS 1. CONSIST OF A SAND AND GRAVEL MIXTURE OR CRUSHED ROCK ( WELL GRADED FROM COARSE-TO ACCEPTABLE ANCHORS ARE 'REDHEAD WEDGE ANCHORS' AS MANUFACTURED BY ITW -FINE WITH LESS THAN TEN PERCENT [ 10%) BY WEIGHT OF THE MINUS THREE-FOURTHS INCH RAMSET/RED HEAD, ' SUP--R-STUD' AS MANUFACTURED BY U. S. E, DIAMOND, INC. , 13/4' 1 FRACTION PASSING THE NO. 200 SIEVE) , AND SHALL BE FREE OF ORGANICS, 'RAWL-STUD' AS MANUFACTURED BY RAWLPLUG COMPANY, INC. , OR HILTI 'KWIK-BOLT RUBBISH, CLAY BALLS AND ROCKS LARGER THAN FOUR INCHES ( 4' ) , COMPACTION WITHIN II' AS MANUFACTURED BY HILTI FASTENING SYSTEMS, INC. ANCHORS SHALL BE FIVE FEET ( 5' -0' ) OF THE WALLS SHALL BE ACCOMPLISHED WITH LIGHT-WEIGHT, HAND-HELD INSTALLED IN ACCORDANCE WITH THE MANUFACTURER' S RECOMMENDATIONS, EQUIPMENT: EXERCISE CARE SO WALLS ARE NOT DISPLACED OR CRACKED: 7. ANCHOR BOLTS .SHALL CONFORM WITH ASTM A 307, GRADE A, AND SHALL BE PROVIDED CONSULT THE FOUNDATION INVESTIGATION REPORT, WHICH IS AVAILABLE AT THE ARCHITECT' S WITH STANDARD WASHERS AND NUTS, GALVANIZE EXTERIOR BOLTS, GALVANIZING SHALL OFFICE, FOR ADDITIONAL INFORMATION. BE IN ACCORDANCE WITH ASTM A 153, CLASS C. NUTS SHALL BE OVER-TAPPED TO CLASS 2A FIT BEFORE GALVANIZING, IN ACCORDANCE WITH ASTM A 563. FOUNDATIONS 8, BOLT HEADS OR 14UTS BEARING ON SLOPING FLANGES SHALL BE EQUIPPED WITH BEVELED 1. FOUNDATION SIZES ARE BASED ON A TOTAL LOAD BEARING SOIL PRESSURE OF 2500 PSF WASHERS, BASED ON THE ORIGINAL DRAWINGS. 9. ERECTION AIDS ( SUCH AS BOLTS, CLIPS, SHIMS, SEATS OR ANY OTHERS REQUIRED TO a 2: FOUNDATION ELEVATIONS SHOWN ARE TO TOP OF FOOTINGS, FACILITATE CONSTRUCTION) ARE THE RESPONSIBILITY OF THE CONTRACTOR TO DESIGN 3. ALL FOOTINGS SHALL BE FOUNDED ON FIRM, UNDISTURBED ORIGINAL SOIL, OR ON AND PROVIDE. E ENGINEERED FILL COMPACTED TO MINIMUM OF NINETY-FIVE PERCENT ( 95%) OF THE ASTM 10, ALL BRACING SHALL_ HAVE TWO (2) BOLT CONNECTIONS, UNLESS NOTED OTHERWISE, ALL D 1551 DENSITY. CROSS BRACING SHALL BE BOLTED AT INTERSECTIONS WITH TWO (2) BOLT MINIMUM FOR 4. ALL FOOTINGS SHALL BE A MINIMUM OF 1' -6' BELOW FINAL GRADE OR 1' -0' BELOW WT AND ONE ( 1) 13OLT FOR ANGLES, PROVIDE FILLER PLATE BETWEEN CROSS BRACES, Iq EXISTING GRADE, WHICHEVER IS LOWER, AS REQUIRED, ___jj 0 5. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATION 11, ALL FIELD WELDS TO GALVANIZED STEEL AND AREAS DAMAGED BY WELDING, FLAME Drawn By. - &l TO NEAT LINES. CUTTING OR HANDLING, SHALL BE REPAIRED WITH AN ORGANIC COLD GALVANIZING - 6. BOTTOMS OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT A RATIO COMPOUND HAVING A MINIMUM OF NINETY-FOUR PERCENT (947) ZINC DUST IN THE DRY �ked - �1 OF ONE ( 1) VERTICAL TO TWO (2) HORIZONTAL, WITH A MAXIMUM VERTICAL STEP OF FILM, APPLY IN MULTIPLE COATS, UNTIL AN 8 MIL THICKNESS HAS BEEN ACHIEVED, Date --- 04 APR 0 2 -0' . SURFACES TO RECEIVE ZINC-RICH PAINT SHALL BE CLEAN, DRY AND FREE OF OIL, GREASE, SALT AND CORROSION PRODUCTS, �---- � CONCRETE REINFORCING STEEL I. ALL. REINFORCING STEEL FOR THE CONCRETE SHALL CONFORM WITH ASTM A 615 GRADE 60. 13PEN I&A SIEEL JOISTS AND GIRDERS Sheet Tide 0 2. ALL WELDED REINFORCING STEEL, METAL INSERTS AND CONNECTIONS SHALL CONFORM WITH 1. ALL STE IST XSIGN, MANUFACTURE AND ERECTION SHALL RM WITH STEEL A. W. S. D1. 4. JOIST INSTI SPECIFICATIONS. 3. REINFORCING ( MINIMUM UNLESS NOTED OTHERWISE ON PLANS) 2. PROVIDE ALL ACCE ES (BRIDGING AND HEADERS, AS REQUIRED TO PROVIDE 0_ A. REINFORCING FOR WALLS A COMPLETE SYSTEM FOR ° ORT OF T CKI ATERIAL. 1 7II 6' - VERTICAL NO, 4 AT 12' ON CENTER; HORIZONTAL NO. 4 AT 12- ON CENTER 3. CONNECT ALL JOISTS TO SUP ITH 3/16' DIAMETER FILLET WELD X 1 It 8' - VERTICAL. NO. 5 AT 16' ON CENTER] HORIZONTAL NO. 5 AT 16' ON CENTER 1-1/2' EACH SIDE OF JOIST PR V) B. PLACE TWO (2) NO, 5 CONTINUOUS AT BOTTOM, TOP AND AT DISCONTINUOUS ENDS 4. CONNECT ALI- GIRDERS T RS WITH 1/4' FILLET WELDS 2° IN LENGTH OF ALL FOUNDATIONS AND WALLS. EACH SIDE OF GIRDER. c C. PLACE 2' -0' X 2' -0' BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND 5. ALL WELDERS ARE TO RTIFIED TO A. W. S. S RDS, v FOUNDATIONS EQUAL IN SIZE AND NUMBER TO HORIZONTAL REINFORCING, 6. DRILLED, SCREW WELDED CONNECTIONS SHALL NO ADE ON JOISTS OR GIRDERS D. PLACE TWO (2) NO. 5 X OPENING WIDTH PLUS 4' -0' TOP AND BOTTOM, TWO <2) NO. UNLESS EXP LY SHOWN ON THE STRUCTURAL DRAWINGS. 5 X OPENING HEIGHT PLUS 4' -0' EACH SIDE, PLUS TWO (2) NO, 5 X 4' -0' 7, ERECT I LTS, IF ;SHOWN, ARE INTENDED TO A I D THE CONTRAC IN COORDINATION, 00 DIAGONAL BARS AT EACH CORNER OF ALL OPENINGS. ALL ERECTION BOLTING IS THE RESPONSIBILITY OF THE CONTRACTOR, v r_1 4, ALL WELDED WIRE FABRIC SHALL CTINFORM WITH ASTM A 185, ALL WIRE FABRIC SHALL G o BE SUPPLIED AND LAID IN FLAT SHEETS, ANA SHALL BE CHAIRED TO PROPER POSITIONC ttiy E�phs�n IN SLABS. LAP ONE ( 1) FULL MESH PLUS 2' ON SIDES AND ENDS. Struelurd/Clv(I [IiIKS 1 ti 5. ALL REINFORCING STEEL SHALL BF DETAILED, FABRICATED AND PLACED IN ACCORDANCE y����® IVV11 a SUo ca uMeIA s1. WITH A, G I. DETAILING MANUAL 315 4011E COLSh"Number UMBIA S1 VAMC. WA. 9IM60 j T i 360-693-1621 i t0000 SW NImbtm AvQ, ASSOCIATES 503-269-26„1 t - - - BUP2000•o016f I r..........�... - F�w 11 of 11 - .. ..__.www....•..r........w�MYY�.IrYrY.W.r.r,...wwr�......._,,..r,:wibi..�ll�. LII Till ILII ILII ILII ILII ILII ILII 1111 ILII ILII III! ILII ILII 1111 ILII ILII ILII ILII ILII ILII 1111 ILII ILII ILII ILII II II II II ILMI I1�111*IIII IIIIII~Ijjj 1111 II1�1 ILII I!I ILII ILII IIIIIIIII ILII ILII ILII ILII ILII cm, Ii � i � i � i iji � i � i1i � i � i � i � i � i 193 LEGIBILITY STRIP o 10 11 1>Z 1 14 le 17 le 10 20 21 22 23 24 23 28 2e zo ae h w III 's i i i w I' E I w_7cr > � Ic � Z O U W O N Q) m a c +' W WO — of � _ O ' D E o ; .� z F J v O "' _ E ` ' v w 0 p I I I 0 C'4u U I � N � � U � FIE5ERGLA55 GRATi1i'a ! n ip o AND !Tb SUPPORT dry y OTHERS NEW PANELS TO BEK. I i 0 0 3 I b' THICK AND DESIGNED I ; iI BY 0TNEP5rar.. K r'...... 1 S4 6" w:ir.� t 7 _ ! I IN _ ! % GAP BETWEEN NEW AND EXISTING PANEL. NO CONN. DETIi+tEEN THEM cn I fill Ill] o /- - - -- - L-- r---i -- - I p o C: �` ' I T I L---- ----- O C) d ---------- ----------- 1 i 54 v 0 U ! Q v t I c1r) I Q) I ! U Ilk 14 V, Ul) -Y 5 — - — - — - ;• � I I I I / I � I ! I I I i �-+.-- � 1 Tco I I i i f I I I I ! I ! I I I a I r -- - - +�p� I I I I I Drawn ! I !B: o I I Iate — 04 APR w i o --_ ODOiA11 o I I ! M I I i I Sheet T& 0 NNW I I ! I FIM"RA I I GI s i I I V cli V) r 10500 SW Nimbus Ave. (A BUP2000-001 56 1 � t o +2 of tt 3�. c - Consulting Enghowe pp ---PARTIAL FOUNDATION ELAN 400 COLUMBIA ST. Shoot hwRlber S � SUITE Y I/4 -m VANC. WA. 96660S2 O Z 360•-693-1621 ASSOCIATES 503-269-2661 .lob Plot � I C 1IIIIIIIII�IIIIIIIIII111111111IIIIIIIIII1111 lllllll IQ "10 lllllllullllilillnllnu�liuliul�iliil LEGIBILITY STRIP ago I z •4j 81a1 O1 ejj �j+ �I 21 . �� 10 I I 12 19 14 le 17 19 10 20 21 22 23 4 2t; d 27 28 2ti 30 CD L 4 - .f F. G' •f •t�4 ,i 1L E U1 Y rn v a � +' n. c Q z o U w Q) m v zui ' Ww o <D> ECD F <G> zM _ ;J U w •o n' — E V) W I I I O - E I x v S o L N N 0) O C M LnO I I I r•7 0 Co t I i Y a.Yr.nl or"wy; I ��er 40"Ardamb�.,rr�+r r I I NEW ROOF DESIGNED FOR 100 F'SF LIVE AND � OR I MECN. LOAD. STRUCTURAL ENGINEER TO VERIFY FINAL am owl I- r.r dpwe.... EQUIPMENT LOADS. dwApews 7 �i.. M I I I I v 4 I 84 W12xI6 Al 6 EQUAL ES I I I I I � I 6 - - --- - - _ _----- x X - - - Ilye ,•,) CY_ o� I / I , Q) / 3 I I O c C) 54 X C- o I I � _ NEW 8850'MECH UNIT CENTERED ON THREE —/ NEW 5443 2 GL PLACED EXISTING PURLINS UNDER EXI ' 2x6'S PRIOR n 1 TO PLAC NG T OF NEW UNIT. VJ ATTACH T x(p'S W/ SIMP50N I 1 1 HI • 48' oc�.l I Q Q) I I > 1 I EXIST'G. 2'%xi8 GL PURLINS • 8'-0 oc �-- I I I I I I � O I I I I II I SIMPSON tU5.125112 EX15 G ROOF BEk�M I 54 I I RELOCATED COL. I U BELOW I II I I I ' I I II + I I I I I I I II O I I X I , W I II I I CL I •4 I i EXT'G RC"�F BEAM IS ---- - -----e - - --- - - - - - - -- - -_ - - - - - - - - - - - 1 I II I II Drawn By- _70 —�� ed RELOCATED COL. - _ II o BELOW � 54 sheet Me 1 1­1 At II — N rn ( II I I 9q M7 V1 . 10500 SW Nimbus Ave. �4 Q7 13U?2000-00156 P 13 of 14 a /Y 11 C. y 0 Struewrou/c1z ConsultY+ En ssn AJUNE 30-20011 ARTIAL ROOD f:RAM G PLAN s1°°t" .0 Q KRAIuE� `—' X73 1%e'■I'-m X00 r,OIUMBtA ST. SUITE 240 VANC. WA. 96660 S3 ! / l z 360-693-1621 ASSOCIATES 303-269-2661 t t I.,.BvS:w,s,n.«.».... iM.. •-.wa..:.w.aw«n.•s, ...•..ia.,:.,:.vnw: .y-- ' " i to• - ---. J Cm j� lI l�nl�I InlnnI nl�lnl �Intonll IllIliI ln IllIl:lnI ""�"�`i .islI iniliulI t'I�ll"l"i"I I"il'�Isiln I I� I'9�i nlallln nn I li8l''1I11u I II1I'�h n*nllulI •� 24 2S 2C 217 2e z9 3'0 1Ii011LITT•STRIP I� Il4 IeCD , a T. :a >- o E U) Y t V + 0- o c EXISTiG 51,16x19�3 GL �. U O v EXISTIG. OR NEW I) Z V� 1 PRECAST PANEL �� w w o L4x4x19 W/DIV# L4x4x'4 W/ii4'♦ o .61- EXIST'G L-EXIST'G b•/4x3m GL 7 EXIST'G 651 GL \ / O 6EE 48' pWEDGE AC1GIIOR8 WEDGE o NEW TS bxb S z Nr v o v STRUGT.NOTES3/4'• SEE 04 t STRUCT. u> > I ui NOTES 3/4 EXIST'G 5' 6LA15— N ��1'�Ti'xl'-©' � o � — E sii'x12'xl'-m' W/4 u W. 4'#x b LAG i -�� BOLT EA END 114_ 1_�__ li4 V �ii'g FLUSH SHELLS © Eo I I O ] W/ THR'D. RODS 4 METAL DECK- It,,' NON-SWRINK GROUT DOUBLE NUTS o t O CNA N D 1 �_ -r--,- O EXIST'G. OR NEW SHEAR TRANZ II --Liar - , L3x2x'i4x 2'�O' 1 Q, o iI W/4-I'# M.BIS I --� r _ NOTE: USE 5' SQ I I PRECAST PANEL I I 4 x I'-m' TOOTING TS 3x3x5/Ib EA SIDE I 1 UF BM, SEE PLAN Ln co � I 1 21 L f-7 o ; TS bb xx/4 I I L4x3x'gx I'-Q1' W/ \ � "I I 3- AND . >wr r-. �r...,! I 2-s4,�'# WEDGE _ EXIST'G COLUMN be 81 ANCHORS • 9• oc —1` ArIMPAM PC NO+r.� �.OR M�eaa,0 r TO BE REMOVED m~be im+ ' '•""on T5 3x3x5/I6 EACH %"W= W=:arwr PC u.ar=r r SIDE OF GL 4 COL-- T5 3x3x5/Ib EACH •hnP SEE 1/51 FOR TOP. �� �� SIDE OF GL 4 COL. *lam, �w�•��+saw •» i M•, 1 b di it Do no ago 4rr41=1•��i.•.f. _ SEE PLAN FOR SIZE AND RE INFORC_I►TIG =4rw rr.rr�R M qR w MN 0 -- --� EA SI DE le %'xb'xl'-0' EA SIDE i -SECTION 2 SECTION 3 SECTION 4 SECTION r -SECTION S4 I =I -C-' E 6' PRECAST PANEL BY OTHERS 04x 2-6 • 24' oc STAGGER f L4x4x4bxl'-m' T 4 B • I'-m' FROM FIBERGLASS GR WING W/ OTHER DOLLIELP. TO LAY- I FIBEFd'=LASS GRATING EA END OF EA PANEL W/3-%'*x5' H.S. 4' AND EDGE Bt OTHERS OUT 12' oc. EPDXY 4' INTO AND EDGE SUPPORT • 4�,' oc 4 2-%x 2-b A1mb REBAR EXIST'G PANEL \ EXIST'G W/ HILTI HY15m I Cn CAST PANEL EXIST'G PRE- BY OTHERS • b' oc. PANEL SHIMS AT 1/4 POINTS � GROUT UNDER PANEL W/NmN- \ 3'-2' FIELD VERIFY SHRINK GROUT EXIST'G SLAB EXIST'G SLAB (-T) 1) M6.— (p' SLAB W/04'S E --- L AT 12' oc EA WAY - ��-ROPE CAULK `r O 04x t;�'• 24' oc �_i I 1-1 i Q J — — PUNCH UJIHOLE R 1,4• U F— m 12' 0C i—� m 04x • 12' oc d a- TO EA.\ � 0 04 • 12' oc- 0-8 [L O( ANGLE/ CLR i 5x • 12' oc rA /yl •4f `' • IY oc � m-Isa CLR 8, � I � � ©-s MIN. L3x3x-kbx0'-(o' BUTTERFL yCq N. -- _ W/ 2 m x4' DETAIL Im I SHEAR TO HOLE 0 C: Q) HEADED (OD STUDS (OPEN LEGS 54 0 CNTR WELD CLIP LEG rJ — _ 4'oc EA PANEL t0 I' SPACE TO OPPOSITE ANGLE • � c)x 2'-0' TOP 4 BOTTOM 4' FROM • 5'-b' WIDE Z I x 2'-m' DEEP FTG. 9 OF PANEL CL Zr.- CONC SLAB Wi _ Zw CONC SLAB LLI/ •� • 12' oc EA WAY •4 • 12' oc EA WAY 8 \-2-04 TOP 4 BOTTOM 0 2-04 TOP 4 BOTTOM -/ — 1'-0� U) Ln -SECTION $ CT I ON 8 SECTION gPLAN SECTION m SECTION -� W $4 I ■1 ® $4 11/2'=1 o FIBERGLASS GRATITJG CONC. 4 EMBED BY OTHERS AT GFATINr U� e 3/8x6x0'-6' SLIP RESISTANT W/ 2-1i?' 0x4' SOLID STL. PLATE EXIST'G SLAB HEADED STUDS 1r, 4'oc EXIST'G PLY. ?OD BUTTERFLY CLIP '14 SEE 10/54 L2x2x'/4 W/ 4'1x _ �� EXI5TWs 4x ,j 5• HS. • 24' oc / L 3x3x4gx0'-6' X L1x4x%x I'-I�,' W/ / W/ 2-1�2' 0 x4' E 2, EXIST'G 2xb BOLT V 2' TOP AT 24' oc BOL' .t, 2' VERT. HEADED STUDS a – SLOT '. 2-"/4# -- 42Oc > = WEDGE ANCHORS ao NEW GL, SEr PLAN _EXIST'G CONC ROPE 4 CAULK IE 71/4'x3'x0'-1" PANEL a NOTE: LOCATE 4'-0' E FROM TOP 4 BOTTOM OF PANEL 6' CONC W/04 M AT 12' oc EIV. 0 I -•81NR1�► Jp1 0 Checked 0 AN CTIONrl2'"**N $ CTION0 13 SECTION haw 010 - $4 11/2'=1'-0' $4 I•=I'-�' o sheet Title i of AU 0 II V; PREF 3 •t N 10400 SWN mbu•Ave. q SUP2000-00158 O 14 o1 14 O C. O ClansAling Engin•= ® Sheet S1eet Miry 400 COLUMBIA ST. .2 KR48 SUITE 240 WA. 4 �� wwc. w�. eeeeo z 360--693-1621 ASSOCI<,TES 503-2e9-2661 P 0�Nw LE6I91LITY STRIP - o��.ic�„i , 'I I Illlllll llllllllll l”Iliiljn1111111�nilluilllinlln�nnllnllllW oil nlinl 111111111 n11111111111111•�•11 11111'Ij111111111 1)11111 IIIIIIIII 111111111 IIIIIIIII IIIIII1I11111111111 IIIIIIIII 111111111 Illlli ._ - 11 >�� llo ll) I's Ila ll4 lle ll7 Ile llo Zo �l 212 213 24 2'3 2e 27 2a 26 30 - a,