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10575 SW CASCADE AVENUE STE 130-11 I K, 1 1J' 1 f Ya,., u..,W:yy,.::::q n..p.. ,..., iax. ..,;..,i.a .o +..,;: ..Y•.,,u ,..�, .., .,, , Al REC lvL:i7 ITY OF FIREPROOFING STEEL DECKING E3UILDING ILDiNGDIGAHQ I xrm�� DIVISION COMPOSITE Flat R K: t +rkt PwCUt ING SMALL BE APPLIED PER 18C TABLE 720. -- _-- -- --_-_-- - _--—_--- dK11I!1 e e +r :.r► .w► MINIMUM MINIMUM MINIMUM SPAN MINIMUM o +SIM i' t`. + ♦wM N $�� TO � FIREPROOFED SF AL L NOT BE PRIMED a z � F v u z DEPTH WIDTH GAGE YIELD +S I MINIMUM DIAPHRAGM FINISH • MIYk R. w: M,,, .gyp, „ n': ,+,r I�R+tY STRESS (IN3/FT} (INA/FT) SHEAR ` z � 4rs {f V) M� ► was' -,� � +w�; +w., wr ----- --- — -- ------- -- -- — u _ CAPACITY o ,Ila wR. • •�.: ,r � � ' '*" ` * ' * COLD FORMED METAL FRAMING 1.5• 3s• ,e 40 KSI 0.315 o.2I32 2 SPAN 1600 GALV cr '^ e , (,(!) i ORMED META: FRAMING SHAT I CONFORM TO ASTM A446, COATING DESIGNATION G60, SPACING v-- A?TACH DECK TO SUPORTING MEMBER,S-! ,;, V) k�l.v0 at rANIIED SHEEN STEEL. - . ,�. »��•- * � * �^ .,�,. �' � � •�' STRUCTURAL REVIEW COMPI I 4 5/8" DIAMETER PUDDLE WELDS PER SHEET AT *f ,PING SHALL BE IN ACCORDANCE WITH AWS D1.3 "STRUCTURAL WELDING CODE: SHEET STEEL." -ENDS, END LAPS AND INTERMEDIATE SUPPORTS. _-_ �(�'2ooc�- '�IjC. N a �' *! ,:ANG FILLER METAL SHALL BE AWS A5.1 OR A5.5 E60XX ELECTRODES. WELDERS SHALL BE N Agm, " -4*# AWS CERTIFIED. SUHMIT WELDER CERTIFh,ATIONS TO ENGINEER. 5/8• DIAMETER PUDDLE WELDS AT BEAMS AND PERMIT U *� •;•; tri r. 'a+' �, �, 12 O.C. OPENING EDGES RUNNING PARALLEL TO THE DECK. ( f ��,•�(����' I STUDS SHALL BE C--SECTIONS WITH A MINIMUM YIELD OF 33 KSI FOR 18 AND 20 GAGE, -- -- --- -- - DP:1E �' 1�'!C�-RN•=••�''•V_ W w a 5x tip" _�O KSI FOR 14 AND 16 GAGE. �„ +.•r,w,w r 12. O.C. BUTTON PUNCHES AT SIDE SEAM ATTACHMENTS. — !�111.L.ER CCINSUIa'IN(i !':1�GiR'l'' A TRACK ShiAl l- BE DEEP LAG TYPE, WIDTH TO ALLOW FOR FULL STUD END BEARING. - 2 i ; " ►' OVIDt BRIDGING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR STEEL FLOOR DECK SHALL HAVE CURRENT ICC APPROVAL AND HAVE DEFORMATIONS ADEQUATE TO PROVIDE L 0AD HEARING STUDS. A STRUCTURAL BOND WITH THE CONCREI E TOPPING. a 'b $W110� 'i' SHORING MAY BE REQUIRED CURING CONCRETE PLACEMENT. CONSULT MANUFACTURER'S DATA. u R n J °� •� �:' p :5,, r � +rrn► alar ar'�►. � _ v SPECIAL INSPECTION ABBREVIATIONS J g' gay�•,,�r �tl,. �¢r: BASED ON 2003 IBC CHAPTER 17, SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING W ITEMS EXCEPT AS NOTED ON THE DRAWINGS:(A) �I PARALLEL MAX MAXIMUM NE „” ` ` ` tJ 11l�` CONTINUOUS PES IC AB A8(8 ABOVE ANCHOR BELOW MBOLT BCH MECHIANICAI LT W V) ` ETE — _ ADD'L ADDITIONAL MIN MINIMUM vi cri .41;4W.;*A sws• „umlit IL q% „la"I;b i1M 5!$3 ft T X AL ALUMINUM MTLMETAL z c (c) Kx ALT ALTERN��TE (N)AW'0 OP nr0 KIIM' x , NEWA ONxANC ANCHOR NLT NON-DESTRUCNE TESTING X APVD APPROVED NIC NOT IN CONTRACT Q� 91 VJ� , �, „� H A M-N-L T _ X ARCH ARCHITECT, kRCHITECTURAL NS NEAR SIDE c 'jig N-CN A M N�-- x _ BC rt,pkD NTS NOT r0 ,GALE BOTTOM ` z w yw:, y. y�,,,,lw. ,r � s tll +le,,..�+�ll► ;r at:>A!� M P A S_-_ X BOC BOTTOM OF CONCRETE O.C. ON CENTr_R m ' BOP BOTTOM OF PIPING/'CONDUIT OD OUTSIDE DIAMETER m ` PE — BOS BOTTOM OF STEEL OF OUTSIDE FACL CE a y air mA +tom 0 a�w gal ar �ppriNC 1t PJM dM1:' .•A'yl �r AS FILLS T P N IQN t s T 0 T BOT BOTTOM, BOTTOM OF TRENCH OFCI OWNER FURNISHED, o = 4a �'' 01% ti ewi�IM ECK N _ X BM SEAM ;` TUUDD CONTRACTOR INSTALLED U BRG BEARING 0/0 OUT TO OUT „c. I STAJR/RAILJN M� M I ING - X BTWN BETWEEN OPG OPENING ----,WELDING CC CENTER TO CENTER OPP OPPOSITE F;nth :1 `. 'w.t�.. y tr ajl• STRU RA MASONRY v f CIM ISM PREP n -- X _ CHKD CHECKERED OSH OVERSIZED HOLE , � UNI M X CIP CAST IN PLACE PC PRECAST L t x CONSTRUCTION JOINT PERP PERPENDICULAR • ci 0 ; �»t A M N x _ CL,C CENTERLINE PLCS PLACES + ' " OW ""`""''`° '"W" rt I; ---- CLR CLEARANCE PJF PREMOLDED JOINT FILLER log f1RSPRAY APP N o x - CMU CONCRETL UAaONIZY UNIT PL,F PLATE PROJ PROJECTION COL COLUMN • THE ITEMS CHECKED WITH AN •X• SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 coiAR ON CONC CONCRETE PVC POLYVINYL CHLORIDE - - Jm + ••*ter• �sria> + A�'L BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL RELOCATED ilk _ ,. CONN CONNECTION (R) RELO . SAMPLING AND TESTING REQUIREMENTS, REFER TO THE MATER IAL SAMPLING AND TESTING r '. " SECTION, THE PROJECT SPECIFICATIONS AND THE SPECIFIC GENERAL NOTES SECTIONS. THE CONT CONTINUOUS REINF REINFORCE, REINFORCING TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS CTR CENTER REQ'D REQUIRED DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTOR AND BUILDING OFFICIAL. ANY MATERIALS CTRD CENTERED RTN RETURN M WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE DBA DEFORMED STAR ANCHOR SC SLIP CRITICAL ATTENTION OF THE ARCHITECT. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY DBL DOUBLE SHT SHEET TO ALL BIDDER DESIGNED COMPONENTS. DIA, 0 DIAMETER SIB STRUCTURAL ISOLATION BREAK V ® N THE SITE AT SIM SIMILAR N COPfTINUOUS SPECIAL INSPECTION MEMJS THAT THE SPECIAL INSPECTOR IS 0 UP DEEP pn ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL IWSPECTION. PERIODIC DWG DRAWING SLV SHORT LEC VERTICAL W Z 1W_I - �eav«o"«Yw c(+Iw, a+ a R .Ala! ti SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS (E) EXISTING SOC SLAB ON GRADE NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE. EA EACH SPCG SPACING < �' " �' 'r: �+illM► h+1tr 4r�Ear 0'41** AWI ON'►. ".i�M►. 0 ASTV Alb C NEED ONLY BE PERIODIC FOR A706 BARS NOT GREATER IW4 15 USED FOR EMSEDMENTS, ECS EPDXY COATED STEEL SPEC SPACES < z rn o 8 11t el:l �(IINI i WITH T}K EE EACH END SPECS SPECIFICATIONS U W 9 it PROVIDED THE MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES do WELDERS ARE VERIFIED "W""k,*-*'v A ^ A0 CONSTpl1CT10N PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS: EELLC EVERGREEN ENGINEERING, LLC Sv SQUARE o N n �illl)R. ,i<6K�Ii1 STEEL AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO EF EACH FACE 5S STAINLESS STEEL z V' 'M w'�«. "R,r ' �. *, ". �iLxtaF"0!►ISIdII ITY SHIPMENT OF SHOP WELDING, ELEC ELECTRICAL SSL SHORT SLOTTED HOLE n a " D ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR BY USING ANOTHER ELEV ELEVATION STD STANDARD 40 *W11*D SNUG TIGHT APPROVED METHOD. !M ES EACH SIDE EQ EQUALLY PACED STIFF STIFFENER z � ~ AMOP 1M�E WITH STL STEEL o r. q f "" E ALL WELDS SHALL BE VISUALLY INSPECTED. EW FACII WAY SW STUD WELD W �;r 1511lG AST4 AJ25 SYJA SYMMETRICAL F INSPECTION REQ'D PRIOR TO CLOSING OF CLEANOUTS AND DURING GROUTING OPERATIONS kXCL EXCLUDE - ' ' " " rr t " %rwlt. t!! A5tY A3Q7. IN EXP EXPANSION T&B TOP & BOTTOM ' f '• �' °ter "" "'" '' ► '" r:e. �'(IM►1M r004CWTE PLACE ENT• G INSPECTION PER IBC SUBSECTION 1704.11. EXST EXISTING T/SL TOP OF SLAB W il• � „ ,t "y:' ;, , "nr • ! w •", wla(Iw ; !t<"++ AMM'i E?a 1 'S1Rt1CTURAL ORD (F) FUTURE Yp TRUSSTOP FD FLOOR DRAJN w • �M1 ," "' > �,1� Rt-0 #A TAIL SNWL BE AWS FON FOUNDATION THD'D THREADED THK THICK z �JJLCTtil00f: WELDEF�S SHALL FIN FINISH z All, C(PIT K7.AT10NS 'TO THE FLANGE T0. 10P OF � MIt'1,7R3 )1lKL tIMMtE BRUSHED FLG TOC TOP OF CONCRETE z w n 'rrw 7f 'moi-QST * ► t �� 11!uCtivE INSPECTION CABLE BRACING FLR FLOOR a Fp FACE OF TOF TOP vF FOOTING x a o ` Fitly! + 1ra,p L;tt(;TN FRMC FRAMING TOG TOP OF GRATING ''' D Z m `41 '0' � WTV ►'AR'TK;LI AND/OR DYE o -1 o e"F' k'rMr' %%;I CTION AS REQUIRED) 1 LADLES SHALL BE RIGHT REGULAR LAY WIRE-'CORE WITH A MINIMUM BREAKING FRP FIBER REINFORCED PLASTIC TOS TOP OF STEEL i) U tilt 11'5 FOR CRACKS. STRENGTH AS SHOW! IN TPE FOLLOWING TABLE. CABLE SHALL BE ZINC-COATED FS FAR SIDE TOW TOP OF WALL cr M W 1 c TO A MINIMUM OF 0.4 OZ/SQUARE FT OR STAINLESS STEEL PER ASTM A304. FTG FOOTING TRANS TRANSVERSE '^ Int ; (,("*CTORS SHALL BE IIPE TV TRUSS VERTICAL ' ' t TRllCTURAL WELDING COX- 2 FABRIC1ITION AND INSTALLATION OF CABLE BRACING SHALL CONFORM WITH AISI WR120 GA GAUGE, GAGE � iA � A'" �>a[M 51iFAR CONNECTORS SHALL 'WIRE ROPE USERS MANUAL.' GALV GALVANIZED TYP TYPICAL GRD GRADE UN UNLESS NOTED U. 3 WIRE ROPE CLIPS SHALL BE FS C-4500 TYPE I, U--BOLT TYPE WITH HEAVY HEX NUTS. UT ULTRASONIC TESTING o FS ' #. 3rr 1rR MED T:�11 WITH I COAT JIF RUST INHIBITIVE GRT GROUT 1.14 D WELDED OR EMBEDDED IN 4 SHhCKLES SHALL BE FS RR-C-2718 TYPE IV CLASS I BOLT ANCHOR. GRTG GRATING VERT VERTICAL ` HCA HEADED CONCRETE ANCHOR W/ WITH P , RAIRlIrG TO RECEIVE r.Ob1POSffE METAL r + ,• ,, ,; w '*** yr 'a` "AAM. ANO ►AtY1NG SURFACES OF �,.325F 5 WIRE ROPE THIMBLES SH,1L BE FS FF-T--2768 TYPE If STANDARD. HK HOUSEKEEPING W/0 WITHOUT '^f IN %0P PRIMED. HORIZ HORIZONTAL WS WATERSTOP E TURNBUCKLE ASSEMBLIES SHALL BE FS FF-T-7918, TYPE 1, FORM 1, CLASS 7, r Alti RAZES 10 BE AISI TYPE A316. PLATES HEX BODY, JAW AND JAW TYPE. r , 1tFl HSB NISIDES ACEGTH BOLT WWR WELDED WIRE REINFORCEMENT �'-"- CAO FILE: ► "w1llastty yea „r, 7 CUTTING r'• WIRE ROPE SHALL BE BY WIRE ROPE CUTTER, SAW, OR FLAME CUTTING F CITY OF TIGARU EO PROff � osto�-so-1 ' IWO DRAWOCS OF THE STRUCTURAL STEEL TO AFTER SEIZING. IN INCHES Apprcwedsl.!� G �L'��r. tYI �S �c'INE� 0'f' Mel;)1K; DCPARTMENNI. SUBMIT MILL CERTIFICATIONS �ru� JT JOINT (''sndi(ionelly Approve `•` ? 1 60223PE'9 �! 8 DISCOPITINUOUS WIRE ROPE ENDS AND BOTH SIDES OF A CUT SHALL BE SEIZED !M LONG LONGITUDINAL ►„only itle w k s escn�c�+ _ ACCORDANCE WITH CW4PTER 4 OF AISI WR120. LLH LONG LEG HORIZONTAL PFFiMIT NO. 11-0 - /D0 " Ci'' `"`~ ► I r 1p V1NIf:HED MOLES WITH BURNING TORCH. _.-... 9 WIRE ROPE CLIPS SNALI. BE INSTALLED USING PROPER TORQUES IN ACCORDANCE WITH LLV LONG LEG VERTICAL See Letter to Follow.-.. . . I ; OREOON�� ] ss ,o CHAPTER 4 OF AISi WR 120. LSL LONG SLOTTED HOLE Job Adrress:AL ." CA1•�'J iµ _l yo _�.q.0 MREFa MFR MANUFA('�URER e� _ __. _ Date. E. GEN 10 TURNBUCKLES SHALL BE PROVIDED WITH JAMB NUTS. (' I Expires 13.130!2007 Qr t;1,, OFFICE COP ' 'i,j"nY.1..AlAF:+I•.{'g1t'xQ1,Mr _Y Llr �. � L .. .. -•••--..�w...'..^wenR•—. ._... 1W` : ..., 1..: , .,,\• - Nt13r�N .:.,. ,,......... ,.- i, w .•„' .: -.2w,.,.Y'..1..,-',;.,;.d:+.r ....•':t..,, ...-a.1,+IX,"W#i�'P _ .. ... � .,. .. , ,, ..' ..`7.> 'dSi• II ILII ILII II,I ILII ILII IIlI fl I t I t1 I t III I ! 1 Irt. I I: ? 1 1 11 111 tlll HI 11'Till ! 11 !1i 111 111 II II y ' t ,����� CIl"1I I I I I ( ll�nl II !II .►llltu,l III !t Illlllln I n I,! I1 III nllf.l4lln ntili111; ! 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' »• a C-17 � `n I v�lo RS 14KI FORMED t/g ' KICK PLATE I WHW 10 11L,71" I W8x 24 • `JI WHX 10 • JILA`, ' W8x 15 3/ts L5"x3"x�"x0'-6" z +� I tX f3E AM W8x 10 w/(2) 1/2'0 BOLTS-- t �ROFF`'r, 4"°° K GUARDRAIL CONN `',��G ' " Fe��-s ♦ ' E AM WBx 24 O 4 /1194 + # ()(;f� Hf AM W8x 10 b o ,: r f ICA BE AM W8x 18 +It< « 1 ►, •1 1. 1.OG(': BE AM W8x 15 t=xr DATE: t 1i d I! '4 1Is 16 FDr.,E BL.AM W8x 10 C-13 TB-1 C-8 C-14 TB-2 C-15 - BEAM - ;1s .' ',IDE REAM W8x 10 -C-6 TB-3 C-5 — I 1/2"0 ERECTION F30LT C-7-- TB-4 C-12 � SPECIAL INSPECTION REQUIRED ON ', 1 ♦ , 6 SDf BEAM W8x 15I 1.) SHOP WELDING PERIODIC ON FILLET WELDS BEAM �+ i 2.) FIELD WELDING PERIODIC ON FILLET WELDS 1:,l 1 SIDE BE AM w8x 10 3 1� 3.) COLUMN ANCHORS PER ESR-1917 ' '� t 1 ! ? SIDE BEAM W8x 15 I 4.) CONCRETE STRENGTH R ` TO INSNUGR SNUG—TIGHT" 1704.4 Ct- 3,/8x 1Ox 11 HL 5.) ALL BOLTING TO BE BROUGHT 4f 10 SIDE BEAM W8x 18 I CENTERED ON SLIT TB- 6.) EPDXY ANCHORS PER ICBO REPORT#5193 ,.4. CLIP CORNERS AS SHOWN •��M 14,1y,16 SIDE BEAM W8x 10 ,�• 4 SIDES NOTES:] 16.19,20 SIDE BEAM W8x 10 u " 3/16 4" ' COLUMNS 1.) DESIGNED FPL R LIVE BC 1.2.3.4 COLUMN TS 6x Ex 3/16 C— CONCRETE INFILL AROUND .ALU 2 TO BE 3000psi SEISMIC Ss=106%g S1 =37%g Soil Class "D" • C. 45.6,7.8 COL UMN TS 6x 6x 3/16 � 1/2" FOAM TO BE PLACED NEXT TO Use Grp "I" Design Cot "D" i'• FF I ,`� SIDES OF TB- dt GUSSET IN CONCRETE C 9,10,11,16,17 COLUMN TS 6x 6x 3/16 I 2.) 6"-3000 PSI CONCRETE SLAB ON 2500 PSF C; ._ 12,13,14,15 COLUMN TS 6x 6x 3/16 X—BRACE ELEVATION FF 4 SIDES_ BASIC ALLOWABLE SOIL BEARING PRESSURE P CS I 3 16 4 T Br_ HILTI KB—TZ 5" EMBEDMENT (a) L �,� 3.) ANCHORS 0 M-- 1,2,3.4 TUBE BRACE HSS4x 4x 1/8 I 3/8x 9x 13 PL + CENTERED ON SI-IT TB- PER ICBO RE?ORT# 1917 w/ SPECIAL INSPECTION CLIP CORNERS AS SHOWN 4.) ALL STEEL TO BE A36 UNLESS NOTED WIDE FLANGE BEAMS & CONN PL's Fy = 50 ksi 3/16 COLUMNS Fy = 46 ksi ,, , i r„ I a ,iyy I , ,C19 + I, 5,�'1,,.; s w•% ' v , I ,. 5/SX 12X 18 BASEPL ALL WELDS TO BE PER AWS w/ E70xx ELECTRODES X—BRACE CONN s , ALL BOLTS TO BE GRADE 5 UNLESS NOTED z> °=�. w/ , WASHERS ON BEAM CONNECTIONS ,f gW Z t t a 5.) DECK TO BE 4"-3000psi CONCRETE OVER 22ya "B FORMLOK" DECK e` rM ;Lk",i vi�`t, k ak rl ry LAID PERPENDICULAR TO JOISTS #12 TEKS 0 12"oc TO ALL BEAMS & JOISTS , r" » i y ,, 6x6/10-10 WWF ® 1 BELOW FINISH FLOOR ,,ti" DISTRIBUTED BY: DRAW APP 3 T REV. DATE pE4CRIPflON 4,i F , . `"a EQUIPMENT ROUNDUP MURPHY INDUSTRIAL SUPPLY 1 5-23-06 BRACE DETAILS BEN - • AND MANUFACTURING ncARD, OR 1: a AN — aro err I I rr..FOR(m)sm i ? t foo w too•vmxouvm*A.rim•Pww I � NAMf�:�AP11�LIgU�IrNM1�'101/Ifh�.00R1 t, r: BEN a-21-os HEMCON, INC wit+ n r: 4-21-06 e W— � %Pv� � L. KOWALSKI ipa73 8W CASCADE A cRm BY, TIGARD,OR OrM P r - " " alzE sNeET MEQ MNINE FRAMING PDLRAWING No.. o BY: SCALE: 1/4 =1 -o p o1a M206104 S1 ,. M206104 FIIE NAME: w Nam >6I F ,.k �1 :.. .I Tal•rt"9TW' tA9,p - e W. v`. ., ..u... .... .. '' . ......,.... ._.,. .......,- ........—.........w++"...w"+.r,ww"n,>wkc,.r .MkAY1N,T. •.«1:.., ..by ". t I ✓� �gldX ,....,,.r�,.�_F..._.-..,,... ..- -.......__.._....A.._...,..._-.._.._.__.._._ __._.__,..-,_.... r. ,. �',1d "2x°_aibtwla h. u""'Aar•y 'A. - „II: i,il I' J'I ' '.,Ir!liV,11 1'I�III tl'III .1111:'. I II' I ; III 1 i'II 1111 a r i ,, ii;,ll, lill, .1•ill ll, I,:nl! 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ITEM STAMP ff � IIII ' CUT DECK OPNG AFTER 4o4mi /4 EDGERMUD STOP ® - CONCRETE CURES I' EDGE OF OPNG TEK O 12M oc or 1 /2"0�PUDDLE WELD 0 12roc � III • ;3Ti� �2 of g � I f F.- i CLING p r (*?Ml OK r••• III V #4 ® 1" BELOW TOP I EXTEND 2:" BEYOND III II III EDGE OF OPNG #3x 3F,+• ® 45` CENTER ON CORNERS ,IIII °I III CONCRETE EDGER w 1-11E.T 1f RIMER SLAB OPNG REINFORCING 'I ` III II { (411`4 1 A WAY A a, is l W%"POI . 10" VI III 0441" owl « :••:^+° �� r>ttM) riIf'cw /•.�95 (4)/5 DOWELS EA SII+: (12)TOTAL II � ISI' it ,. a* c tx: tit tADC.• .•• EXISTING SLAB { IIS lo' r z HA;EF'IATE +/ (4).1/4"• ANCH S _ 4)N5x 18" DOWELS II EA SIDE III ulll �- � 1 �,1R ,R , 3000psi CONCRETE I ►, w/GRD 60 REBAR �rvr'>h+M .IBX V4 05 N1 INI f A WAY IIII it n - II III I S' ( I R MIN I A, — V II II, I AN S/E SCHEDULE----- /'14 CHEDULE ---- II III �; FOOTING DETAIL !I I I' II II 'I i ISI' II III VI III II' I II `I III III 'I _ II I III II III �0.�� pRGFFr III �� VINr f 119 t �l I I O � N`�� IIII I , +, 3• I ���``'—'•��� I VII' I r NOTES 1.) DESIGNED PER 2003 IBC 125 PSF LIVE LOAD SEISMIC Ss=106%q S1 =37%q Soil Class "D" Use Grp "I" Design Cat "D" III I 2.) 6+b—•3000 PSI CONCRETE SLAB ON 2500 PSF BASIC ALLOWABLE SOIL BEARING PRESSURE II �I 3.) ANCHORS TO BE HILTI KB—TZ 5" EMBEDMENT `II PER ICBO REPOR T# 1917 w/ SPECIAL INSPECTION T Y� N ED ,.. 4.) ALL STEEL TO BE A36 UNLESS 0 WIDE f LANGE BEAMS & CONN PL+s F y - 50 ksi •'` COLUMNS Fy 46 ksl ALL WELDS To BE PER AWS w/ E70xx ELECTRODES I ALL BOLTS TO BE GRADE 5 UNLESS NOTED w/ WASHERS ON BEAM CONNECTIONS p 7 s �tiy� y �,i e r IIII N1 t {•d�•N� 1�4 4 � AMerd,��s b f'F' b l ti fit" ' JI dt+g �?!Ib 1 ti s��T +il 4 s Jt k 5.) DECK TO BE 4"-3000psi CONCRETE OVER 22ga B FORMLOK DF(;K y �Ip� LAID PERPENDICULAR TO JOISTS _ III 1 ?_ TLKS ® 12 cc TO Al L BEAMS & JOISTS c ►"' f;x6/10 --10 WWF l 1" BELOW FINISH FLOOR I L 1104 oPA1111: Af•P: REV DATE DESCRIP DISTRIBUTED BY: > r — — N s a EQUIPMENT ROUNDUP E MURPHY INDUSTRIA_ SUPPLY :m c N — NF • INFILL REI _. _ � 26 -- TIGARD, 0 I Y -- — — ING $��^; AND MANUFACTURING I 1104 W?^"•VAW0I1VER,WA 9009 •P110ME Imo)��1171. (,RnI,M I7CI ' III"www.squlpmull-rourmfm clom r BEN --- 4-21-06 HEMCON, INC II ,pv� ___ --_—__---------- L, KOWAL.aKI 4-21 -06 .-_ 10573 SW CASCADE AVE ti w__ c xm By ---- TIGARD, OR 97423 APPROVED By — — MEZZANINE FRAMING PLAN — —_ SIZE S►IEET 0 JOA No' -- �- DRAINNG No: SCALE:Auc_ 1 1 I 0~ D 1 a S2 �I � M206104 M 2 0 o { I� 1, :T1 I l 1 •i I .,., r' .•,.,.- .-rwt�:m,re+,•3w,',v�r +�►iMr� ,, tilY� ,� r .1, , 4•............................,..,..o.... --- .....«..,..• �.4 ..., ..' .. MCi4Mi�F�� ' 3eavay.no:• "` .. , .... . ,. ... „ 't•. I•A�1° v. auI.. 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E4.1 TnN:�n In'!ltln �... a 2 ELECTRICAL - PARTIAL LIGHTING PLAN -- NEW 10/31/05 - a ,; 10/31/05 E4.� Bh��,nr,wln� .._. 110/3 /0;� � < 10/31/05 E5 1 ELECTRICAL - LIGHT FIXTURE SCHEDULE Other 10/31/05 ' E5.2 ELECTRICAL - ROOM LAYOUT PLAN VIEW o 10/31/05 1031/05 0 0 P' C!_ECTRICAI_ - PANEL SCHEDULES 5 31/0.� � 10/31/05 E ,.1 ELECTRICAL - PANEL SCHEP JLES /� / E6.2 �� rJl>v _ si 0 03/27/06 ,►�I " S`Z" 'V/ tA d . 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I I I '' 131 •� o I HEMCON , Loser � 1 � 510 n. •• 4 KEY PLAN � S.F. how •• I GENERAL NOTES ' fV 4 t•4 - •• � A EXISTING FIRE SPRINKLER SYSTEM ON PREMISES. !a Sae S r -• A MINIsiRATwE STAFF CONTRACTOR TO PROVIDE NEW FIRE SPRINKLER ` 1 4 I CONFERENCE ROOM SYSTEM LAYOUT BY CERTIFIED FIRE SPRIKLER R a '� `� i_OPI(R PRINTER ROAM 7N V. 1m * i ♦ ♦ I , ^: ® 4 , 4" W. CONTRACTOR. SUBMIT TO CITY OF TIGARD FOR , _ ue Sr. - - L APPROVAL. • .' . I . .. . _...._...r......r....r.w. 1 UN o I_u kid 6 FT. 3 3 ��, 3 C�) /t 4 , -- —_= MET---S I . Ll C LEGEND TLt EXIT) EXIST " LAI EGRESS PATH ENGINEERING & FACILITIES WORK AREA 5 Ok�f!uR _ _ 1 I'® O m &F. B OCCUPANT LOAD / EGRESS x0 � z Q,y 41 4 , 1' AL T. �� s rrs _ + �. .' C _ ACCESS CONTROL DEVICE r4 ' WOMEN'S Tl ' 3 _ __L`I ROQM 'W � '` " F=2 + ACCESS CONTROL W/ EGRESS 0 rn ?� 3 i;,i� r WOAIF4'S TLT (EXIST) (EXIST) 1 - --- �- t�10 o `—+1—MOOR WAIL SYFlEM C *AW@, ♦ , � � �'�� � PANIC HARDWARE; CONNECTED — •• .. _ - M .+ ' �, .a• .«... .slra ,.rk, , •wMf «�• •.. ... °.�. ...�►...!'� - --_ ---- TO FIRE ALARM SYSTEM �' (D W �• � ' ! '1 LYePH1utER __ � IooNowllcu►u"� � EGRESS PANIC HARDWARE O w w _ I I z III LOADING I GROUP OCCUPANCY CQUE INFORMATION_: m pp * go *0 •. NON-101sut D I E CL OG ADMINISTRATION / OFFICFS - I�F 1 i 0 rq OCCUPANCY GROUP B v LYOPHILIIER � , _ z I 44 2 BUILDING TYPE V-N (y 4 /2 LOADING CLAN N I I FULLY SPRINKLED MICH 4 SSS S.F. (aA�p ALLOWABLE FLOOR ARE PER TABLE 5-B: 8,000 S.F. .w PRODUCT N ROOM — L(OPHILIZER ROOM • �,. . m (�1 -NOINt j ALLOWABLE AREA INCREASE PER UBC 505.3: • ss, y — tqo sF. 0 FULLY SPRINKLED-ONE STORY; TRIPLE OCCUPANCY - 24,000 S.F. u► ,�,.• I 2 ALLOWABLE AREA INCREASE PER UBC 505.1.1: •""""! %!A 1, MOtt) CLEANING I I ® I SEPARATION ON (2) SIDES -- 1. +•.. r 309'1 all 40 LF. I �e ( INCREASE FLOOR AREA BY 50% dll +.,►.•' I a, 36,000 S.F 3� TOTAL ALLOWABLE FLOOR AREA I • �� PASS E ACTUAL FLOOR AREA 11,336 S.F. h � - _ ___ I� T �j � THRll. 0 I -_._ __._ .__-__ � l GROUP F-2 OCCUPANCY C9DE INFQRMATI N; j . 4. 1LE I • MANUFACTURING W, a .< <. 4K C4 A r. � so FT. i OCCUPANCY GROUP F-2 � 26 so �. . ....•r�.........a.......r rrrrsrr.r.rr yr rrrrrrwrrrrrrrrrrrr rrr«�rrwrrrrrrrrr�rr..r�.�rwwrwwwwrwrrrrr.wrrw,r.r�rrrwrr7rT74•rw r GOODS I��CUPANCf '•' MATERIALS MANAGEMENT �• ACCEPTE FINIS CD GOODS V-N V 0 . INCOMING SUPPLIESI/ y, RUILDiNG TYPE z t+ OUTGOING SHIPMEN,S 31 A CEPTED RA MAi IALS SHELVING FULLY SPRINKLED F. • �► }. �► �; I ALLOWABLE FLOOR AREA PER TABLE 5-B: 12,000 S.F. Z 4"' 1 %• • ♦ I I 0 "' o a '' ALLOWABLE AREA INCREASE PER UBC 505.3: < �. .;• :STORAGE AREA 'I' Q� _ � FULLY SPRINKLED-'ONE STORY; TRIPLE OCCUPANCY = 36,OOJ S.F. � �-. w 4 IT _— � 212 � � ;3161 J..._ I _ �—.� . Z o i Mp S.F. ' _- _ ___ �-� ALLOV,ABLE AREA INCREASE PER UBC 505.1.1: W u � n ® SEPARATION ON (2) SIDES _ ' ells I I INCREASE FLOOR AREA BY 50% = 1�.4Q4�,F ELECT. ROOM TOTAL ALLOWABLE FLOOR AREA 54,000 S.F. cr ACTUAL FLOOR AREA 19,290 S F. PRODUCT i� ' I I 5 y 1 STORAGE ROOM 0 i * 4' Iiia I I I z 0 { � 100 S.F. _ E03 < I Z - — - -- - O `'• ' �'` �' 111 � +� • _- - - - --- � x � : to • sw�l Q uw V1 O' a PLUMBING FIXTURE CALCULATIONS = a PLUMBING FIXTURE CALCULATIONS-1 1 W --_ - 19,290 S.F. 1 ADMINISTRATION / OFFICES 11,336 S.F. MANUFACTURING 4 � o I I I I ACTUAL FLOOR AREA: ACTUAL FLOOR AREA CALCULATE 200 S.F. PER OCCUPANT = 57 OCCUPANTS CALCULATE 2000 S.F. PER Or 1UPANT = 10 OCCUPANTS �„!W icc�tST>IBL_E LIQUID CLASS II) 2 i, x,, *-64+ tows (AK.) PER TABLE 29-A i PER TABLE �9-A I o � ,�. WATER CLOSETS AVAILABLE WATER CLOSETS REQUIRED WAFER CLOSETS AVAILABLE a �� -1 120 GAL / CONTROL AREA WATER CLOSETS REQUIRED MALE: 2 PER 16-35 OCCUPY NTS MALE: 4 MALE: 1 PER 1-10 OCCUPANTS MALE. 1 CAD t1LE - f� 'Ir"eMRII R{t, FEMALE: 2 PER 16-35 OCCUP•yNTS FEMALE: 4 FEMALE: 1 PER 1-10 OCCUPANTS FEMALE: 2 \S`� EO PN�� f�v� oslo�-Ao-I '4M WII ASIS 240 GAL / CONTROI AREA �� LAVATORIES REQUIRED LAVATORIES AVAILABLE LAVATORIES REQUIRED LAVATORIES AVAILABLE � 17 p2 pE's � MALE: 1 PER 2 WATER CI JSETS MALE: 2 MALE: 1 PER 2 WATER CLOSETS MALE: 1 - 150 GAL / CONTROL AREA FEMALE: PER 2 WATER CLOSETS FEMALE: 1 F.(30N j ' FEMALE: 1 PER 2 WATER CLOSETS FEMALE: 2 I '9�i�� : ARCHITECTURAL EGRESS _ PLAN L.pves12/3112008 .. - _ ., .a. .......i. -_..__ ..aW-►.flLllil.l:..rn+Hl'i.W'IOIY01rk•.�-,,�j,}„14..r,..•'h:..T'i�N f •. -'y'q.,a,d���... � .. • 1�"Y • III IIII IIII IDI 'III Illi IIII ILII IIII 11 111111 II'I tlil IIII III! II11 III! 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CONSTRUCTION DOTES �, — - -- I <LMV`.t Lr•IiliJ', ,;L ;Iv11IdUM OI�t)R A1al J a SIDELITES, SALVAGE AND F'EU'D_ f (_;R f4h% J 1 PRODUCT F'!T�'�' hr!FI� IIF'ATinrl -- -- - F`-===-=_=====—! — - CORRIDOR 1 OUT GOING \� 2 VERIFY EXISTING WALL CONSTRUCTION & z X � j 300 150-21 MATCH NEW WALL INFILL. W ` 4 3 REFINISH EXISTING WALL TEXTURE TO 4) I — SMOOTH FINISH.No 400 N 12! 4 ALIGN WALL WITH EXI`DTIIJ, 4x16 PIJkLIN ABOVI z c x CORRIDOR PRODUCT 5 FURR-OUT WALL AT EXI:;TIN(; C:UNI:RE TE FIN!'.-)H I' m r3 I I 303 IN COMING WALL SURFACE WITH METAL ';TIIFI' AHP BATT W rn L_.-1 '303 L4; INSULATION: TYP. z c MANUFACTURING/0C ___ - ---I 6 WALLS SUPPLIED BY PROTAFAR MODULAR W 3 - _�— BUILDING SYSTEMS OR EQUAL. ,, , ,� �I? 14 ,!� T.O. HALL - _ �.. WORK_ AREA I PROVIDE -HOUR FIRE. kATLD wil_ED LII.,OR, R+� I t � ' , 331_, , �� ,� ALIQUOT OR APPROVED; SEE STRUCTURAL FOR MOUNTING CE E DETAILS. STORAGE T.O. WAI g PAS`-THRU FLOOR MOUPJTED Bl ILKHFAD INTOCE uj A2.6 �4� ,° -�' WELL. CLEAN AIR PRS�DUiCTS `_;ERIE=`, 1 F '_r. Wi �. . I 4 � ) EXISTING WALL TOP`! ^ h, w 7 RLOCK. , t!l�t a� � � aNr +� �1 �■r li +�• ••• � •� � A3.2 — 9 E S OF PLATE/WALL IS 8'--0°"; INCREASE HETI L TO 12'-0" T T.0. WALL __ E HEIGHT OF WALL ' �.� 1 lX �,�' rJ -t12�: 10 LXISTING, WALT_ �,P OF 1 1ATE�WALI_ I'� 8'- I�� 4 CHITOSAN INCREASE HEIGHT OF WALL TO BOTTi:Y (J_ • CORR'tO+DR ' (.4� -� A3.2 STORAGE DECK. .. ---- �__-- 1 _=4 , 7 i 1 SEAL WALL TO UNDERSIDE OF MEZZANINE / .r A3.2 STORAGE DECK. 0, 12 PRE—MANUFACTURED INSULATE!Ii CORRIDOR -- --- ANn (711 INC, "Y`',TFKA. •;��• �` _ 300 CORRIDOR �r 13 RETURN AIR CHASE 6 BY FULL WIDTH OF CLEAN Mr ROOM. W t1�111EN;�. L �.�"[' -� o _____,\0321l 14 BENCH FOR BOOTIE TRANSITION. D IRAi�lwlf `R I _ 15 AIR FLOW CHASE THIS SIDE. 16 SEAL WALL TO UNDERSIDE OF MEZZANINE / STORAGE w C4 x ® DECK. f WW 1. ,w:, a+c' t 5 4 (_321 r4 I = C4� v W a?i 4 T4 (A I JANITOR 1 PAC � � � � x � . +,DOWN 2_ 322 ;41 s ~ 4 w _ ' 6 ' A3.2 [325 iC� tj F or 6 QUALITY CONTROL -431 ALIQUOTING v_ A N.01 3Ow i9 LEGEND fi --� -- I I —1 ORRIDO I LXISTING WALLS - -_ ,3001 W NEW WALLS 7 7 o 16 GENERAL USE 31 z A3.2 WAl_l_ TYPE [] i J � Q 337 CL Typ. (SEE SHEET A5.2) X W — $ qk 41 - I� DOOR SYMBOI. �t t d W _j o WINDOW SYMBOL 0 < ac ` I FUTURE WALLS a V* NA dj N � I Coy ' A3.2 OB r +IM,► 1■r �r w� Ilr r r w -— 24 Q E P�Kf � os1o�-A2• 4 II BIKE LOCKER CM FlLE: SIC, E\r j 1 7 UO 9 _ U SON 11"2v ARCHITECTURAL PARTIAL FLOOR PLAN — NEW �"��FS..me �►, 1 t fry's= _p —' _ Expuesl2/31/2008 !, 3 ��, i , ��,��@� ,, AkN� 1?lSE+l'IIFf] p.i+HMiW Y.M .r'..., TT^'F'_����� '._ .. ,.--. .....A1 -:ht:,.:-rwn•.,•::+nr...T,.. mr.,r.nw **F.t.....w,.+.. 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U I P M E NIIII C REFER TO SHEET A5.3 FOR DOOR AND FINISH c SCHEDULES.RANSFER- 2 � � �. _ A Ire 06 CONSTRUCTION NOTES J >s 3 L 1 U � W REMOVE EXISTING ALUMINUM DOORS �. � Z a E r I SIDELITES, SALVAGE AND REI-I E. FOR h 'W G O W ENTRY CONFIGI►RATtON. w cn I I - --t- I v 4 2 VERIFY EXISTING WALL CONSTRUCTION & �- • , 15 2 ) A MATCH NEW WALL INFILL. Z s x 32 II C 3 REFINISH EXISTING WALL TEXTURE TO 1 6 SMOOTH FINISH. S 1 4 4 ALiOl', 4AL-L. ,til i H EXISTIh1!_ 4�: l r, PURLIN ABOVE. 5 FURR—ilt IT WALL AT EXISTING CONCRETE FINISH Z w 1 WALL SURFACE 'KITH 2" METAL STUDS AND BATT JAN ITO INSULA'I( ,'; TYP. 6 WALLS SUPPLIED BY PROTAFAB MODULAR M G 322 BUILDING SYSTEMS OR EQUAL. tq 0 GOWN 2 ��_� � U r Ir,�_�VIDE -HOUR FIRE RATED COILED 1�00R, R+S Ln' 6 OR APPROVED; SEE STRUCTURAL FOR MOUNTING; w 325 � ' �. DETAILS. y s A W.,,•+., c� PASS—THP,U FLOOR MOUNTED BULKHEAD INTO w WELL. 1--LEAN AIF; PRODUCTS SERIES 18 ', Wj -- ' !NTERF K. 48Hx42Wx44D. r 9 EXISTING WALL TOP OF PLATE/WALL IS 8'--0"; INCREASE HEIGHT OF WALL TO 12'-0 EINCREASE WALL HEIGHT P O WALL PLATE/WALL BOTTOM OF RO�iI - �l I y 1 /1 l_ 7 DECK. 11 SEAL WALL TO UNDERSIDE OF MEZZANINE / t STORAGE DECK. 0 12 PRE-MANOFA(;TURELI IN')UTAILU I.ul_��-LF: 'MALL' AND CEILING SYSTEM. 13 RETURN AIR CHASE 6" BY FULL WIDTH OF CLEAN Qo ,{• ROOM. 3 `. N = A L USE 14 BENCH FOR BOOTIE TRANSITION. W n 16 15 AIR FLOW CHASE THIS SIDE. 33 � 16 SEAL WALL TO UNDERSIDE OF MEZZANINE / STORAGE � � R ` + 000m DECK. 3t o rye On v r, ,. in zot- Q� LEGEND r 335 � � � �„ EXISTING WALLS la NEW WALLS =_ WALL TYPE [] (SEE SHEET A5.2) Z N DOOR SYMBOL 31 5 0 � [, WINDOW SYMBOL n x 'D o to - /J3� , W U G `q B FUTURE WALLS wU. (E) amu _- - - - _ < - — p o B .a of 9 w T RAL PARTIALR PLAN — NEWCAD S � ... ��,. FLO0 CEO PROfff 7FIA2=13 78 P O 0 GON E. 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K i. 1�YarG+w PATCH & REPAIR WHERE -.,-- EXISTING ROOF STRUCTURE DEMOLITION 0 CORNER 1 SEAL UPPER EDGE �-- R-19 BATT INSULATION OF FLOORING . i% o It a CO's ED FLOORING--� 1/2- THICK ; '"•"Y r PAINTED MTL. STUD WALL, METAL PANEL �- SEE WALL TYPES GYP. BD. (TYP.) -\ D .. �- 5/8 GYP. BD. MIPOI AM BOTH SIDES P � FLOOR SYSTEM � ` PO RUBBER BASE � a 0 WNW- 31; �- OUN_ D 4 MlPOLAM FLOORING WALL END DETAIL _jS_ WAIL DETAIL ki , ►_ � � '�' AS.7 SCBE. 1 1 I'--0" �.2SCALE: NONE A3 2 SCALE: ? 1/2"=1'-0" ; C La W0 Z Cx z " ^ C �S Wrup e C q Z w W a E � L7 O = 8^ 0 Er 1 — STEEL SUPPORT ANGLE. w 8 112- SECURE TO WALL & DECK > r L STEEL . ,� EL. 13'-0" I --PERE STRUCTURAL K ----^-- MJX-- T.O. WALL _ EL. 12'-6" I P �r T.O. DECK � I STEEL BEAM PERS STRUCTURAL +_ 8 3/4- o La PERIMETER) PERIMETER SEALANT 0 1/2- CLEAN ROOM " > 6" MTL. STUD WALL, 3 1/2" MTL. STUD WALL, A N kJ PAINTED METAL PANEL �� t »*+� SEE WALL. TYPES SEE WALL TYPES — �" GYP. BD. (BOTH SIDES) 4" MTL. STUD WALL, OVER "METAL STUD FRAMING r N o g t� 4" MTL STUD WALL, 1/4" CLEAN ROOM i� ® 16 O.C. SEE WALL TYPES L) W ►K p �- SEE WAIL TYPES PAINTED METAL PANEL SEE WALL TYPES SHEET A5.4 3 0 y' 0 %00 3 1/2- GYP. BOARD OVER 1 /2" GYP. BOARD OVER g METAL STUDS 16" O.C. 16N O.C. � METAL STUDS Z 1 ' r, . � RUBBER BASE • � �- RUBBER BASE MIPOUIM AIR FLOW COVEBASE --. ' 1 •�*•.e._ � RI —RUBBER BASE `• 3 /q' 4- z p a ` r- X ] W a+ In W U � W i; J -� xr� hL1 ,.tt' } 1 DETAIL :3 ALL (TYPE1 & 11 DETAIL 8 CLEAN ROOM W. -%LL TYPE DETAIL 9 WALI_ - i� ECK D ;� �• SCALE 1 1 =11-0" I A3.2 SCALE: 1 2 =1 -0 ' SC E , I ,. t CAD TILE' o - ' Ep Rof, 05107-A3-2 w � w 88- 0 8 F'r n 011 ON O� SLC X25 L a y. r r 6. es 12/31/2006 4 W' 4 J 4 ',.1 ,' �t, ,.Fr{F^I�+b'�i,°6��a, ,' �� � •I '' `'� 6y'`x �' 1, 1� ri� __...... . ... _.... .__._-..run . .. a tM ., >h71' .mwr',.ala�l'h:��, _ .,. , (. 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F (CLEAN ROOM CHASE) SOUND Al I ENUATION BATT INSULATION U SOUND AT BATT INSULATION uj uj 60TTOta Of R04F". .J A 10 n ter--- — GYP. BOARD NOTE: WALI HEIGHT TO MEZZANINE STRUCTURE. -- 4" METAL STUDS 16" O.C. V "' � CLEAN ROOM CHASE HEIGHT TO 9'-6". n 112" GYP. BOARD OVER METAL STUD r m 31" METAL STUDS �0 16" O.C. u 91 — BATT INSULATION J v - ---�►- a — 1/2- GYP. BOARD EA. SIDE. -� "Iwo' • . .. -} 4" METAL STUDS 16" O.C. oc_ - EXIST. CONC. WALL T • W 41P 4D �•. ` � ch Z wn m x HALL AT EXISTING CONC. WALL. , ....... - ,. ., SOUND ATTENUATION BATT INSULATION uj Q, si C Y / ---- 1/2" GYP. BOARD E :j " l 4" METAL. STUDS ® 16~ O.C. NOTE: � o = rq *00010 WALL HEIGHT TO MEZZA�JiNE DECK BOTTOM. 4X4 TS INTERNAL. W • ;, "` r + ► �� SOUND ATTENUATION BATT INSULATION - MATERIAL SURFACE WALL HEIGHT TO MEZ7ANINE BEAM. ; 4X4 TS INTERNAL. 1/2" CLEANROOM PAINTED METAL PANEL M (INTERIOR) W �i NOTE: 2. 1/4- THICK PARTIT i`JN WALL � E y , " (PROVIDED BY HEMCON). N - 1/2 CLEANROOM PAINTED METAL PANEL — 1/2" CLEANROOM PAINTED META PANEL < -4 a r 20 GA CLEANROOM PAINTED METAL. PANEL z 20 GA CLEANROOM PAINTED METAL PANEL io METAL STUDS ® 16" O.C. METAL STUDS ® 16" O.C. zo o a (CLEAN ROOM CHASE) -_r (CLEAN ROOM CHASE) Q L' W O � 2 H- SOUND ATI ENUATION BATT INSULATION �� - SOUND ATTENUATION BATT INSULATION F w cr NOTE: NOTE: — 4" METAL STUDS ® 16" O.C. W WALL HEIGHT TO MEZZANINE STRUCTUf,E. 4" METAL STUDS ® 16" O.C. WALL HEIGHT TO MEZZANINE STRUCTURE. >x CLEAN ROOM CHASE HEIGHT TO 9'-6". CLEAN ROOM CHASE HEIGHT TO 9'-6". o y 1/2 GYP- 90ARD OVER METAL STUD 1/f" CLEANROOM PAINTED METAL PANEI J o F 400w W V 0 { I � - 1/2- CLEANROOM PAINTED METAL PANEL Cr ~ Cr U � 20 GA CLEANROOM PAINTED METAL PANEL < 3 - � I ui 6" METAL STUDS ® 16" O,C, (CLEAN ROOM CHASE) .� NOTE: — " 2" CLEANROOM WALL WITH 0 N .` •1 �`' _ _ - _ __�; 2 CLEAN ROOM WALI. 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T+..• .i -- ( •�- • R�r• 'I �' Owrr L_ ,��.. .,�" ,�%+�. ,+�� '4'�„ru r' 1�:'-'T _ 1�' AVON - �• i- .r. . .w- r ..� �..'-r.r �. i�i � i i ..�►fr'u+ r<.' w� ,� 1. LL!"A `7f��. � �.. �+' �- �' �"� '7� �' '.fwR. 1�' / �” �� � r � ,. '�-\1r' -- _ � �� � '�' '�' Y bAWM11Mr'e1NiilrrH:.er11>4 �+�y.►+rKaM11.'7M�' - r 0 } o I -�---+- t- -i = - - --- o c & .. .... ....;.'.......'.....' - -- MECH I :::::::':::::::::::::::.:::.: " LABWARE (3341NI�lf� .':R:O �iC:•:•:':• H E M C 0 N CLEANING AREA I - .'.�.'.'.'. ' ......... . �I 333 ' �'��°����� � Y PLAN LL N ........... ............... LABWARE ":•'•:•:•::':':•:•::':....:....:':•:•:•:':':': M KEYED NOTES G M , Q STORAGE ...... ........... ,_3321 _ --_----- N 1 CLEAN AND PREP EXISTING CONCRETE FLOOR. ....................... •:•:•:•:•::•.::•:•.••:•:•:•::•:•::•:•:•:•:•:':•:•:': o ::'::':':.:.:.:.: .:.:.: ::•;•'•'........ zo 2 MATCH EXISTING VINYL FLOORING. NO SELF COVE s Q BASE IN THE CORRIDOR AREA. ILI :......:..... .......... J �.... z �^ P'POI�U C....'.'.. -J f�DINCr:::: i 342 ....:;:'•' z_ : ...::.:.•..•.•.:: -- 1 CPT-01 �� • 1 ' .........�r. `, CPT-01 � ".'.':.'.".'.'.'.'.'.'.'::.'. MANUFACTURER: MAS[AND I!J Q, x :::::PRDC}UCF::::..' STYLE: RHYTHM c CORRIDOR ''''•• ••• • .'• coLOR: X781 s-1 aso7 "MOVEMENT" Z RING QC 13G3 /� CPT-02 W MANUFACTU ! ------'1� � :� CPT-02 z w WORK AREA MANUFACTURER: MASLAND �11 � 331 STYLE: ZONE _ R Ifs Qr COLOR: #7231-32105 "HOUSING" � a — STCE E OR9-R: li' CPT-03 li G = d t CPT-03 Q' MANUFACTURER: MASLAND STYLE: FRACTURED —� COLOR: X17229-22913 SPLINTERED w ----- E CPT—04 . tl at COR91DOR I i CPT--04 • - _ _- % MANUFACTURER: MASLAND STYLE: KEYSTONE J COLOR: #7100-435 "PRAIRIE" • -+►: IUP _l Y ' '. it r a ---- - -- --- VINYL - 01 3 ydpr,we.xra _ tj .. VINYL -01 t ; :• -._.- - r MANUF.4CTPOSSIBIL POSSIBILITIES ARMSTRONG POINT M ' .1PM NT LINE: a STYLE: "DRIFTSTONE" EXIST. VINYL r 67 D SHE..T: a 6Q In �.. . r. ,]', ':.'.''. _ __ I MISC: SELF COVE BASE W � : :: . . . .... ................. .. - - � Ci T ., .. ... ..:'': ':.:':':' - - VCT-01 0 ( { J o 3't - " MANUFACTURER: ARMSTRONG .:•. LINE: EXCELON cr VCT -01 STYLE: "DUSTY KHAKI" 3 o z N ..'....:........: - VCT -02 TILE: 52132 v 4n o 3 GOWt'� .2: ........ '.. . VCT-02 Y k o MANUFACTURER: ARMSTRONG a r, r- .............. LINE: EXCELONl I LA..,.;�:.__. STYLE: "COCOA BROWN" TILE: 52149 >i � W 4 'f �"N EPDXY CONIC. W z 3 o z-4 z O a. Q , SEALED CONIC. x z ., In uj p � O O = o _ V J ;wad � ., 'ane. "'� a",�'1► � �`- < tt �� is IH44 a o r .'6,.1�r J r ---- + 1 Mw iM w # a�l� �■Iw �rlr wi s aw t� IN ■� -- Ir I� r —- BIKE LOCKER 714w CAD 1 PROfFff 05107-A6-4 1 I I D w 799 ? 2At O ON v 09 ✓&0'25 1 PARTIAL FLOOR FINISH PLAN 1 '��,, v'- 1wt.. � AV. . 1 0 4 SCALE' 3/16 1 (=E><�11esT2�•Iv2oo9 ] i • .#. y. +�.! 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'. . y,,1. [yam 7 •{ 1. n+.... 1..-.. 4 � ,.,... ..... ,r, : r i�..fi.. bh. ! la.... 1:--.. .. ', j„- :'1 ;I'• r .:R. r .. r{:. �i 11i, '�..Yr>. ^.b -•4 1 1",��..:.. . � rrb h. r .:+F. .t v. r lrx9' �;b -. . '' h��'S'a'Q j'�I�".1r� r7., ..' .il.. *1 tYr I y}... �'l.�J z�� iY�F r.• . , .�NM�'• ,CIS ': ?� .,� n .. � d ,.....ter t k:,t.w,. ,a.i..lw \. A :� x•,:, - aa:. •Ih I 4 } F ..! .. h:l0i'f•t{IHfN>71M�nRA+'.M'^['IW'�s<ralxafrxr.ylyryC,4 .•.eP,::n.w.,.o.a re:,. r :�,:;.. .e ra•.hx .,s,.:, ..,,,,, -., r,..y.,,..:%F+NuwWNrr:vpANMPRAOt�.Wr+:r��M•F^AIfMMN _ ® 40 4 Q U P g 4 U Q 7 - _ =_- i o 1 �_-_+--+_ .- OC a cr _ OFFICE OLF�ICE 0,OCE l a1OFFICE 11051 N HEMCON cr IRV KEY PLAN W LOBBY ` GENERAL NOTES CORRIUOR ?_� PA ALL BATHROOMS TO BE PAINTED COLOR P-1 . M I Wei *' B ALL CEILINGS TO BE PAINTED COLOR P-3. 0. MIr;II C P40 LEVEL SOFFIT AT LOBBY 101 TO BE PAINTED A MINISTRATIVE STAFF I COLOR P-1 AT TOP AND P-2 AT BOTTOM. } m ,0000> I !INIiF[NII ; 1,'M (IPII R RANTER R00 �_P-t� D SOFFIT AT LUNCH ROOM 215 TO BE PAINTED a �� COLOR P- 1 . 4A 0,WTW low-, OL i E SOFFITS Al RAISED CEILINGS OFF CORRIDOR AREAS,— J P-1 COOORID R I AND CONFERENCE ROOMS TO BE PAINTED COLOR P 3. rr t MEN'S TAT .'ral E��ECT " - I c F ALL OTHER WALLS TO BE PAINTED COLOR P--2. � m z TLT EXIST) 61 TLA ag ' (EXIST) v o - G COORDINATE WITH ON—SITE PROJECT MANAGER FOR ? 'L W ENGINEERING k FACILITIES WORK APEA CLARiFICAIION. 9� CORRIDuI. L� I N 4 E71111 I r 'LEN'S TL -__ LYDPHILIZEBJ20 -� PAINT SCHEDULE Z 0 v I WOMEN'S TlT (EXIST) MILLER c $ 8184M MOSELLE Z fir„ �' .. .: ww .r.. ,. .,. 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