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12180 SW GARDEN PLACE BLDG 3-2 Ty P. riyx HANGER STRATI DUCT FULL ('IRCU14. ATTACH FLEX 12 GA. WIRE 12 GA. WIRE DUCT TO RIGID ACOUSTICAL LAGS U W/ACOUSTICAI, IAGS STRUCTURE TO S-riturTTYRE ROUND W/TIE STRAP A'rI'ACII FLEAr-SEISMIC SWAY DUCT TO GRILLE RRACfNr. a 45' EVFRY 16' WPrIE STRAP OR CHANGE IN DIRECTION 117-1 r.v I ii::I C\? RANGER SrR.AP CIRCUld. MANUAL VOLUMF DA.MPFR l �� u 'PYP. DIMSER TYP. DUCT LL' r DUCT HANGER DETAIL 0) SCALE: N.T.S. 0 HVAC UNIT SUPPORT CHANNFL INIEGRAi. TO AC UNIT RUBBER GASKETPROVIDE 8" WOE X S' LONG F4 16 GAUGE SHEET METAL STRAP. SECURELY FASTLN TO CURB & AC UNIT PROVIDE ONE STRAP PER SIDE FOR UNITS S fi T F�,) E X UP TO 50110 IIIS AND TWO STRAPS PER SIDE. FOR UNIrS --AREA OF WORK ROOF ACCESS 17 . PRE-FAB CURB 9`1 OVER 5000 LBS RTU MANUFACTURED WINAIL -,TRIP FASTEN STRAP SECURELY TO CHANNEL AND TO NAILER STRIP MO . 0 C (-- VEFR '____) HEE _r1_, LEGEND , DETAILS I*LA-"qjiNG . 0 RIGID INSUI ATION BY ROOFING M1 . 0 -- MEC ( --�IANICAL HVAU PLAN ROOFING k> CONTRACTOR. <!l -KE YTT.A.N SERCURELY FASTEN CURB CANT STRIP - y) w F-+ TO ROOF DECK SCAU; NTS PER MANUFACTURER'S LEVEL CURB AS REQ'D INSTALLATION RECOMMENDATIONS ROOF DECK CTJ CURB SUPPORT FRAMING I. Z (REFER TO STRUCTURAL PLANS.) ri CLIRB DETAIL I cc SCALE N.T.S YORK B."­ TON GASPACK MODEL DF1 OP, vii 47-1/2" -e 251 Ibs 215 lbs ` -: z V\j IN, 0 0 = lJ 366 lbs 313 Ibis Ci Z CENTER GRAVITY l J1 ILII CORNER WEIGHT' DETAIL MECHANICAL LEGEND '�A�O S C A LE: N.T.S. DUCTWORK FII'TINGS (DOUBLE/SINGLE LINE) AND CONTROI-r-, ABBREVIATIONS WEIGHT 1145 LBS. DOUBLE LINE DUCTWORK SINGLE LINE DUCTWORK P.0 C POINT OF CONNECTION VTR ')ENT THRIJ ROOF SUPPLY AIR ELBOW UP AFF ABOVE FINISHED FLOOR FAN SCHEDULE RETURN AIR ELBOW UP BDD BACKDRAFT DAMPER LOCATION SYMBOL AREA SERVED DRIVE AIR FLOW E.S.P. NOM. SOUND MANUF. MAX ELECTRICALCONTROL REMARKS OUTSIDE AR/EXHAUST ELBOW UP B ru BRI IISH THERMAL UNIT ((-.F'M) IN H20) RIM (SONES) MODEL WT. (I.B.S.) VOLT PHASE HP :1z - "o - 4-4 13ROAN 6RH _1E170 5 120/1 PH LIGHT SWITCH CFM CUBIC FEET PER MINUTE 1-1. 2 RESTROOM CEILING DIRECT 0 125 1 SUPPLY AIR ELBOW DOM (E) LX17)T]Nr- NOTES: I VENT TO EXTERIOR • RETURN AIR ELBOW DOWN ESP EXTERNAL STA11C PRESSURE EXH EXHAUST AIR OUTSIDE AIR/EXHAUST ELBOW DOWN GPM GALLONS PER MINUTE HP HORSEPOWER FLEXIBLE DUCT ROOF TOP UNIT SCHEDUI,E- MA MAKE-UP AIR TURNINGMANUF AIR COOLING 'iEAT[NG MAX. ELECTRICAL ARI RATINGS VANE SQUARE ELBOW MBH 1000 k3TU PER HOURtV MFR MANUFACTURER TAG NOMINAL AND ARTA FLOW TOTAL INPUT OUTPUT WT VOLT MCA M0CP EER SEER Com: A ID TONS MODEL SERVED (MBTU) (WEITU) M Lfm� - (M TU) (1,BS.) PHASE REMARKS RADIUS ELBOW (N) NEW RTU-1 8.5 YORK SLE TABLE 3400 99 120 96 41 145 2081230 51.2 60 10.3 3 R 1,5D OSA OUTSIDE AIR W W4 ACOUSTICALLY LINED DUCT PSI PouNDS PER SQUARE INCH I — I DF 102 1 .3 PH - ----- (SIZES SHOWN ARE NET INSIDE) RA RETURN AIR NOTES DEFERRED PERMANENTLY LABELED FOR AREA SERVED 3 SMOKE DETECTOR E— SA ShPPLY AIR % SUPPLY AIR DIFFUSER FACTORY ECONOMIZER it f7 IllIff AhM (R) RELOCAlL SUPPLY AIR SIDEWALL REGISTER (REM) RFMOVE - _ __ _ _ ---_ nwnM .�... W z REFERENCE OUTSIDE AIR (VENTHATION) COMPLIANCE SCHEDU1,F Thos RnlMsedI114 RETURN AIR CEILING REGISTER 'TOTAL TOTAL Drowir# CALCULATED AVERAGE CONNECT TO EXISTING AT THIS POINT. ROOM EXITING OCCUPANT OCCUPANT REQUIRED OUTSIDE AIR OUTSIDE AIR 7-J)IZ 4 0 VERIFY LOCATION, SIZE, AND CONDITION. Othw E� EXHAUST AIR CEILING REGISTER SHEET NOTE HVAC OR AREA OCCUPANT LOAD LOAD OUTSIDE AIR REQUIRED PROVIDED _ UNIT ZONE (SQ FT) LOAD FACTOR (PEOPLE OR FIxTURES) (PECPLE OR FIXTURES) CFM PERSON (CJPM) (CFM) NOTES 1(02000 POTMP ASSOCIATILS. INC ROOF TOP EXHAUST FAN hAv, EQUIPMENT MARK NUMBER RTU--I OFFICE 102 250 SQ FT. 100 SQ FT /OCC 3 20 50 25 COMPLIL',0 !— SEE SCHEDULES THESE DRAWINGS ARE THE PROP[RrY OF OFFICE 103 110 SO FT 100 SQ. FT OCC 1 1 20 22 22 COMPLIES Garden Pl.Blda.3. 12180 191rvIOMP ASSOCIATES, INC. AND ARE N01 1 TO HF i %ED OR REPRODUCED IN ANY CEILING MOUNTED EXHAUST FAN REVISIUN OFFICE 104 110 so FT, 100 SO FT/OCC 1 20 22 22 TOMPLIES MEC2004-00031,BUP2003-00703 MANNF4, E)(CEIT "'n,4 THF PROR VAITTF14 AL OFFICE 105 110 50 FT. 100 50 FT/OCC 1 1 20 22 22 COMPLIES I of 4 Qiif� A DIFFLISER/REGISTER MARK NUMBER OFFICE 106 110 50 FT 100 SO, FT. OCC. M 1 1 20 22 22 rOMPIAE5 CITY OF TIG;-.RD RFTURN/EXHAUST AIR SIDEWALL REGISTER BD OFFICE 111 120 SO FT 100 so FT-f. 1 1 20 24 24 "OMPLIES CAD NO. 2900 MW MANUAL VOLUME DAMPER NECK ',-)IZE 5(HEDULFD TYPE OFFICE 112 120 SQ FT. 100 SQ, FT OCC 1 1 20 24 24 ('OMPLIES --nditioADprovonallyApprovi9d.... PROJFCT NO. A, OFFICE 113 120 SO FT 100 50 FT/OCC 1 1 217 24 24 COMPLIES F )r only the wo � .' in- 8231 MD MOTORIZED DAMPER C,rm BD qMI I'NO e I SHRIFT NO. '%--OPPOSED BLADE PECEPT 200 SQ 100 SQ rT/OCC 2 1 15 30 .30 ,',,OMPLIES FL FSD FIRE SMOKE DAMPER DAMPER GENERAL OFFICE 1250 SQ. FT. 100 SO. FT. UCC. 13 7 ?n 750 125 r,OMPLIFS See Lailit to. Foil-jw. .. I THERMOSTAT MOUNTED 0 48" AFI­ WITH UNIT n5 17 to .. C - TOTAL zlp�uu SU 490 340 �:OMPI 11_'� k"A-A 'ZVAV–I SERVED NOTED xb. pas P 41 -d I — _j Adopted from 1997 UBC Chapters 10 & 121 Tables 10A & 12A Date: NOTE: N01 ALL SYMBOLS OR ABBREVIATIONS ("ONTAINFD IN THIS LEGEND WILL APPEAR ON DRAWING`.';. 08r; 1203.2 The outdoor air flow rate may be determined on the basis of .jveijge ventilation occupancy load provided the average ventilation occupancy load used shall not be less than one–half the minimum specified in Section 1003.2.2. I OF OFFICE COPY .............. NOTICE. IF THE PRINT OR TYPE ON ANY tT 1111111 ljlTilil, jljlpjlf-1 I Jill Jill llll� 11111 Jill 11 Jill Ill Jill I I'mI I Ill ll 111111111 IliTIT 01 11Ill 11 Ill 11 I I - � 121 IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1 --I 8 IT IS DUE TO THE QUALITY OF THE No 36 ORIGINAL DOCUMENT T 11Z U7, Fill 811 L il- ILII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIII ILII ILII ILII Illllllll lll,llllllllll 11111 "Lit r 1 I I rm i l ` I O 4 (�' • 10 Ul U CA 10"0- 1^"v 13 10, rut N• � I __, -----__ _ 0 Li "'� I a"• I ,4'r— laknGla ,o- 1 r d _� I r 1 '� ► 14- .f12*0 ,,; 1 I FiP A . 14'4.._4 I I lot ! I I I I - 12-0- q � I I B-0 C:nMMON ll T R 7 ' x--3/4I - GAS - I \ (n tr BF•-I ... ,. C7 � W m 3 4_GAS UNIT HEATER -I' GAS I (R) 41 ! j l 1 t IE) r 1 1 I I UNIT HEALER I � 150 A18 TU 1 V GASI I L� O i I � i Q 2 1.9 GAS IlE'M I I C.� o LOCAT'E'D 180' EAST ►� � (j .IH r 4M -0 41' I.• - - - - - - - --� TOTAL. WAD 270 1®'1'Ilco TOTAL. I FNGTIl 300'4-1 17. I E., o � I.�,) F _ ASSI . INS n4ES. dRAMINr ARE TK PROPERTY Of I ROnMP ASSOCJA'ES. INC. AND ARE NOT to Elf USES OR REPRODUCED IN ANY MANNER. EXCEPT WITH THE: PPIOP WRITTEN rr CK;iATU- INC H VAC _ -- FLOOR PLAN `"° NO2900 1- - - -- -- - —._ _- PRDJBCT NO. f323I iSHEET NO. NORTH Garden PI. BIdo.3. 12180 MEC2004-00031,BUF'2003-0070: 2 of 4 � NOTICE: IF THE PRINT OR TYPE MAGEISNOT ASCLEAR AS HISONOTICE, rllllll� lllllilll + Illllllli�IIIIltlilililltltlililt � llt4 iltl I !Iil ! It� II IIIIIIIII6 IIIItlillltll iI � I � I ! Illlllillt � IIIIIIf lll � l I tillll! JI�IItIiIIIIIIIII � IIIIII ! I ! III !lllliI r 7'�_ - __ 1 _ _ _ __ -1 - _ _ ___L_._ _ _�__ __ I_ � - -�- I .- _ �1 -_ _- _--$1 I_ _II- �L __-_II_ -10J_ II_ -__11 _ ___ __ _l ; . ' - � .�C.�: 'y IT IS DUE TO THE QUALITY OF THE No 3e ORIGINAL DOCUMENT 18Z H(Z + GZ 91Z i S11Z 16Z �lZ �Z I lZ I UZ 6t HI i 6- 8'--- L--- 9 4 i� —21 E2-1 i ,,,�� IIi 1llllllllllllllllllllllllllllllllllll W1111.1I1I111U11l�. 111111111IN111 r; 2' 2'" �- K��ynotesLegend A Iz 1 �5U 1. 3'-O" x 7'-0" TEMPERED RELITE IN METAL FRAME, TYP. ��- EXISTING DUPLEX 120 VOLT, OUTLET 2. INFILL EXISTING OPENINGS WITH 25GA METAL STUDS � FF R-11 BATT INSULATION AND fib" GYPSUM BOARD EACH SIDE. MILDREN DESIGN GROUP PC.I EXISTING TELEPHONE_ OUTLET WITH PULL STRING TO ABOVE CEILING. INFILL OPENING TO FLUSH WITH EXISTING WALL � 3. EXISTING 2'-0" x 4'-0" SUSPENDED ACOUSTIC TILE CEILING ARCEffI'EtTURS srac>� r�.a>vrruvc E CFFICE I __ �N NEW DUPLEX 120 VOLT OUTLET 7650 S.W. Beveland, Suite 120 ' P WAITING F30`X GRID TO REMAIN, REPLACE ALL CEILING TILES WITH NEW - >E 1 Ba N I _ I Tigard, Oregon 97223-8692 101 2`i9sF/10lJa.i ^ ��\ QN NEW TELEPHONE OUTLET WITH FULL STRING TO ABOVE CEILING. DETAILS 7/A2, 8/A2, 9/A2 AND 10/A2 Voice: 503-244-0552 1-34-W 4, NEW GYPSUM BOARD CEILING AT 8 -0 A.F.F.19.5sf/100:2 Iol 1 E I r Fax: 503-244-0417 B: 1 EXIT N + 5. REMOVE EXISTING SUSPENDED ACOUSTIC TILE CEILING k� ___31RELOCATED 2x4 LIGHT FIXTURE 6. REMOVE EXISTING FURRING - 7. NEW ELECTRICAL PANEL AND METER. SEPARATE FROM 1j„ � N N )CL _ -- ' XISTING SERICE. ,.� � I 103 - - d i B 1-----___ - _ _ __ 134B6 I '�- _--_ - - - -- - EXISTING 2x4 FLUORESCENT LAY-IN FIXTURE WITH -� 1TOS General Notes ,� PRISMATIC LENS -� N (ro3 ) 1 EXITFFIQF --- -- / - '�� -- • �-_ A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. 113 + --- - -- - - - - -__ 1 I NOTIFY ARCHITECT OF ANY DISCREPANCIESP T B4BBX __ - _ - EXISTING 2x4 FLUORESCENT LAY-IN FIXTURE TO BE PRIOR 0 START ^ 128sf/100: 1 10a 1 RELOCATED OR REMOVED OF WORK. : 1 EXIT - - B. OCCUPANCY. B-OFFICE/S1-WAREHOUSE t13 OFF7C:_ It - -_ C. BUILDING SHELL CONSTRUCTION: TYPE IIIN 104 N B4BB - NEW FLUORESCENT LIGHTING, MATCH EXISTING LAYOUT AND FC D. MECHANICAL, PLUMBING, ALARM AND SPRINKLER BY SEPARATE 112 11 psf/100: 1 PERMIT. N B: 1 EXIT N - -- - _ -_ -- - E. WOOD STUDS AT CONTRACTOR'S OPTION. FFI I " -- -- F. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF N 112 " Q EXISTING DOOR NOT LESS THAN 2-A: 108 FOR EACH 3,000 SQ. FT. OF FLOOR -72 s 0.7 i .-� �.0 - _ . " _ .__- _ ; � C �_- - - _ .�. _ _ ___ . ` �- _ AREA TRAVEL FROM ANY PORTION OF BUILDING NOT TO B: 1 EXIT " FFI �'"� :� - too NEW DOOR EXCEED 75'. 105 G. 100% SPRINKLERING TO BE MAINTAINED THROUGHOUT IN 30� -- N N� AL OFFICE 105 1Osf/100:N1 - \ ACCORDANCE WITH N.F.P,A. PAMPHLET #13, (BY SEPARATE 113 , 1 FAIT - PERMIT). • ' f,� IJV PORTLAND, OREGON _��> H. ALL HARDWARE IN ACCORDANCE WITH ANSI 117.1. B .ia OFFICE 1246 VI00: 13 106 I -- - - - I. PROVIDE SIGN AT MAIN EXIT DOOR PER UBC 1004.3 STATING :4 111 B: 1 E IT U FFI -- - -- - 3 "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS". - B4 106 �. -O OF 0 B4BBX - - o p -_- J. PROVIDE 20 CFM OF OUTSIDE AIR PER OCCUPANT AT B: 1 EXIT 2 99sf 100. 1 _ _. OFFICE AREA. " B: 1 EXIT _ - K. PROVIDE .05 CFM OF OUTSIDE AIR PER SQUARE FOOT OF FLOOR Owner: A2 I N I AREA AT WAREHOUSE. - TYPICAL - -- - - - N N 410 L. EXISTING POWER/PHONE/DATA OUTLETS NOT SHOWN FOR CLARITY. RREFF 110 s _ _._ M. NEW CARPET AND PAINT THROUGHOUT. As FF N A2 ``. 4 N. PROVIDE SEPARATE GAS SERVICE AND METER FOR TENANT SPACE. 107 Wall Legend A2 3 Finish Schedule A2 W , N EXISTING WALL TO REMAIN 1 C 9 --- C6CC8 ROOM NAME N N Ioy 3�" METAL STUDS AT 24" O.C. WITH Floor Finish -- - --- --- - A4BB9 E 2 �_ __� - --- %" GYPSUM BOARD A. EXPOSED CONCRETE SLAB 720 SW Washington Ste. 630 .....................'.--.•.j EXISTING WALL 10 RE REMOVED B. CARPET Portland, OR 97205 1(7 N N N E 12,-0„ - ;• i C SHEET VINYL MIN. CLR. --•---.-• -•---• D. VINYL COMPOSITION TILE I Base / project: 0. NO BASE T. I. for 4 RUBBER BASE F �- - _ - - " F �- - - - -- - _ 6. 6" RUBBER BASE �-- , � 5 Celerity I � _ Wall Finish 6 .....•..•. --- - Door Types A. EXPOSED CONCRETE Energy _ 6. GYPSUM BOARD AND PAINT WA 40U, E C. 4' PLASTIC WAINSCOT WITH STAINLESS STEEL 108 ..... ... TRIM AT EDGES, W.R. GYPSUM BOARD AND PAINT I AOAA ` Place ABOVE. TYPICAL AT ELEVATED WALLS ONL`'. 12+80 S W Garden I 1,794-f/500: 4 - - X. EXISTING TO REMAIN Tigard, OR 97223 S: 1 EXIT ----- --- - Tempered view panel / ' Ceiling Finish _ �. where A. EXPOSED ROOF STRUCTURE Sheet Title: L--- - - - - - — - - 1 G �--- - -- ----- -- --- -- - scheduled B. SUSPENDED ACOUSTICA' TEE BAR / ., a. \ C. GYPSUM BOARD AND F �;. J Floor Plan A2 I ��\ \ / X. EXISTING TO REMAIN TYPICAL Ceiling height --- - - Ref lected SOLID CORE SOLID CORE SOLID CORE O E l A B C X. EXISTING TO REMAIN OFFICE C((�Py CeilingPlan �.1� f � A--------ea of ork - Floor PlanReflected Ceiling Plan Door Hardware ---- _WY Of: TIGARL, - --- t Approved. Revisions: % GROUP 1 ,nditionell Appr Approved----•-•- 0 ;' 9 N 16 \ 1 li ` r only the w pF as ed. rl ad 0 2 4 8 16 116 pair butts Stanley 652 F138179 4)6x4� / N yMl'f N(�. —_40.0-10 3 1 latchset Schlage 626 Sparta D10S Russ See I.etter to: Follow........ . .. 1 stop Trimco BBW 630 1270 WVCP CHEVROLET r_ At �l. �. ,lob Addresr;; .[ cj.k.Q I NI occuP�aY Type GROUP 2 ems % „r0� ti -,-�..�..._..._._ _._.. i?�l^ .• 30 -0 3 Occupancy�.oeh Oma' Cortatniction Type LLL -- - ---- -_ 1)6 pair butts Stanley 652 FBB179 4�x4� \ T ` � AetedCorrtdor 1 Iockset Schlage 626 Sparta D53PD ,�• Energy cafe Door Schedule Acan4Ribility 1 stop Trimco BBW 630 1270 WVCP '� � �� � � MARK NOMINAL SIZE FRAVE DOOR HARDWARE REMARKS WIDTH HEIGHT THICK. HA1 'L FINISH MAT'L FINISH TYPE GROUP GROUP 3 ° 102 3'-0" 7'-0" 1-3/4" iv'1L FF SC ST A 1 1� pair butts Stanley 652 FBB179 4j6x4� 103 3'-0" 7'-0" 1-3/4" MTL FF Sc ST A 2 1 Iockset Schlage 626 Sparta 040S 104 3'-0" 7'-0" 1-3/4" MTL FF Sc ST A 2 1 stop Trimco BBW 630 1270 WVCP y aw.a•r p`� = 6 MILDRLrJ UI`,iGPi r ool, AI 105 3'-0" 7'-0" 1-3/4" MTL FF SC ST_ A 2 �,(( �" �L � FIGHfS RE .EP,yEL' i�;' 1 12" kick - 4 � n ` THESE DRAWINGS ARE THE PROPERTY OF 106 3'-0" 7'-0" 1-3/4" MTL F F SC S Y A 2 —� pIa tP, � � � �� MILDREN DESIGN GROUP, P.C., AND ARE 107 6'-0" 7'-0" 1-3/4" MTL FF Sc ST C 4 1 occupancy indicator = ��11 v) 4(1 NOT TO BE USED OR Rh PRODUCED IN ANY �1L11F �lE / MANNER, EXCEPT WITH THE PRIOR WRITrLN 109 3'-0" 7'-0" 1-314", MTL FF SC ST B 3 � _ 1 -- �TTt'� PERMISSION OF MILDREN DESIGN GROUP, P.C. 110 3'-0" 7'-0" 1-3/4" MTL FF Sc ST 6 3 QR01JP 4 _ met - 111 3p.-Opp 7'-D" 1-3/4" MTL FF SC ST A 2 1 pair butts Stanley 652 FBB179 4x4 ®'+�3 Date: 30 December 2003 112 3'-d' 7'-0" 1-3/4" MTL FF SC ST A 2 1 Iockset Schlage 626 Sparta D53PD --� ' Drawn by: Checked by: 113 3'-0" 7'-0" 1-�3/4" MTL FF SC ST A 2 2 closers L_CN 689 4011 X TB J�«a 1 coordinator Glynn Johnson COR X '� X X 2 series �('_ HMD BK WEM -- _ 1 automatic Glynn Johnson F86WLEGEND - - �-------.-. - -_ flush bolts Job Number': 103304 M FACTORY FINISH dust proof strike Glynn Johnson DP-2 - \, MTL METAL Key Plan Sheet of: SC SOLID CORE - ----- - -— �l-------- CU - MEC2004en P1.BIB .3. 121800703 ru ST STAIN _ 3 of a A Permit Submittal - December 2003 A_ 1 2 r NOTICE- IF THE PRINT OR TYPE ON ANY 111 III III III III Til III III I( I III III III III III Til Il( lil Ill III III III Ilillllllll III 111111 ! III III III III III III iJill ! I III III ' lll' llllll ! 'III III III III III III IIIA I ( - � L-1 - I_ . I2 I I I3 - - I -I-4 --I5 --I I9 IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE No 3e •w;. a � y }r ORIGINAL DOCUMENT >y' EiZ 8Z G11Z 9(Z 5T, 16Z 1 EffT, ��Z IZ o(Z 6[ 8411 L�t 9t 4t� i't si Zt it t 6 I t3 9 9 ib S Z tw t � IIIIIIII�IIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIil�llll�llli,Illl�llllllllllllllllllllli�Ill 11 I I i Illi �Ilillilll�llll�llll�llll�llll�lilllllll�IIIIIIIII�II III �� II �� II 11 f IIIIII�IIIIIIIIIIIIIIIIIII�IIIIIIIIILIIII Illlllllllll, III, 11!1111111 111 111 f llll 1 II I.IIII�I�11llLIa.II�IIII II�NIII - - - - - - -- EXISTING ROOF INSULATION ^- - — BATT INSULATION THICKNESS / TO MATCH STUD DFPTH, R-13 MIN ----------- 2 x 4 BLOCKING >� - 16 WOOD SCREW - --- MILDREN DESIGN GROUP RC # - 2 DEEP, 18 GA TOP TRACK. x 2" OR )f6 LAG ARC.E{PIEC ItlRE SPACE PLAJY►\JII�J DO NOT SCREW GYPSUM "�' --- ---- --- FLYA'30D A F BOARD TO TRACK � ��.A FE P Ha A TER 7650 S.W. Bevelancl, Suite 120 `� --------- ---- - - " GYPSUM BOARDTigard, Oregon 91223-8692 Voice: 503--244-0552 �---� AT EACH SIDE -- - --- -- 6" X 22 GA METAL JOIST ' (1) #14 SCREW-\\ -- - � - - #12 WIRE 70 TOP TRACK AT -------- -------_ --- _------ - Fax: ��03-244-04I + - - -��-� --- -- SIMPSON CS20 CONTINUOUS 4'- 0" O.C. NOTE: PROVIDE A f 16 0/C STRAP WITH (1) #8 SCREW 1 / 1 - J 3/ x25 GA. DIAGONAf.. �` " - - - - ------ --- � GYP BD FASTEN TO ..... AT EACH STUD AND (4) #8 1 KICKER AT 12'--0" O.C. FOR STUDS WITH TYPE "S" SCREWS AT EACH BLOCKING ' PIECE MMMERECTION (ALT. DIRECTION); SCREWS AT 8' 0/C AT TIGHTEN WIRE AFTER WALL PANEL EDGES AND 12" O/C ----------- METAL STUD BLOCKING Al — — IS PLUMBED AT INTERIOR SUPPORTS EACH A=ND OF WALL AND -- % — 4'-0"0/C VERTICAL SPACING _; --- SUSPENDED CEILING ------ ---- f� WASHER 16 GA. — � / WATER RESISTANT, � PROVIDE TAPE AND x 4" x 3" AT SCREW ` GYPSUM BOARD AT TOILE T PAINT AT WAREHOUSE SIDE \ ONLY `--- ---- J CASING BEAD ^� I ROOM SIDE 4 10 SCREWS- --- -- - - - SUSPENDED CEILING SYSTEM # -`'� - 336" 25 GA STUD AT �� -� - " GYP BD AT EACH SIDE I 24" O/C TYPICAL, 20 GA ---- --- �~ AT 16" O/C WHEN \_ `•"�'"' SECURE TO STUDS WITH TYPE TOILET ROOM f' SUPPORTING WATER HEATER M7177 'S' SCREWS AT 5"- /" O.C. .3!�" 25 GA METAL STUDS - - - -_ -- f- --- ---- -- - ---- -- - R11 BATT INSUL. AT TOILET 24 O.C.n T IS f —� ROOM WALLS AND CEILING COVE RUBBER BASE _ -- --_ _-- " 3 r_ _ - ----- -------- 6 RUBBER BASE: Q�6 n VAPOR BARRIER �C.� EqI(� N 1 �..� - - ----- BOTTOPv1 I RACK TO SLAB WITH �-� ---- 4" RLJB13ER BASE PORTLAND, ORE .,N s / .-_---�- - RUBBER BASE WHERE c,h� R POWDER DRIVEN ANCHORS AT APPLICAPLE 4'—0 O.C. 3!6 STEEL TRACK O�v - - OF --- BOTTOM TRACK TO SLAB TO SLAB WITH POWDER WITH POWDER DRIVEN — DRIVEN ANCHORS AT ANCHORS AT 4'-0" O/C - -- 4'--0" O/C % Full Height Wall at Off ice,�1.►'Varehouse 2 Partition Wall at Sus ended Ceiling 3 Toilet Room Wall Section t>wret � r� A2 3-0':-:1 _o" =A2=� 1e2d-r2 \ A2 IB 1A 1C _--- _- --- - - - ADJUSTABLE SHELVES TYP. o MAXIMUM �-- -- ----- -�" PLYWOOD WITH PLASTIC i - -- -------- - PROVIDE POWER FOR HEIGHT TO ,� LAMINATE. ATTACH TO STUDS TENANT PROVIDED MICROWAVE 1 TOP OF SINK WITH (2) 2�6" TYPE S BUGLE VERIFY SIZE WITH OWNER AND/OR HEAD SCREWS, COUNTERSUNK. 720 SW Washington Ste. 630 COUNTER SET 1N SEALANT BED Portland, OR 97205 - WALL MOUNT LIGHT -- NOTE: HIGH DENSITY PAR i IC'LE T „ , Project: - '�-- --� PLASTIC LAMINATE COUI1TERTOP, - __ __ _ BOARD RRPLYWOOD UPONBSTITI,' ,ED - - /\ 2'-6 x 3'-0' MIRROR FACE AND SPLASH -L JTI ARCHITECT'S REVIEW f(> 1 `li / iii i1ii • ii I �' \ I I ANSI 117.1 TYPE FAUCET - \ PLYWOOD WITH PLASTIC Celerity LAMINATE AF COUNTER TOP 5 III - TOILET TISSUE PLASTIC LAMINATE WAINSCOT - 7 - --_------ - 1 ` f AND EDGE. ATTACH TO Y- oDISPENSER Energy oo `t A2 • I I i \ V % SUPPORT W/ #10 x 2" I ' SCREWS AT 6" O/C , —_-._ _ _ • iii / N ? COUNTERSUNK 6 —� ill i � .. I U REF NIC ---- - 3-�„ -� 3' o" 12080 SW Garden Place Tigard, OR 97223 --INSULATE PIPES -- -- �_-- _ -- - • - 6„ DEEP SINK MAXIMUM ----BASE CABINET AT �I - , ”' . � Sheet I'ttle• - - - -- ' NON--ACCESSIBLE PORTION ONLY - N Details DOORS ONLY AT ACCESSIBLE SINK; NO BASE OR / SHELF; INSULATE HOT AND WASTE PIPING; CONTINUE _ HANDICAP TOILET — FLOOR STRUCTURE-- / INSULATE EXPOSED PIPING FLOORING AND BASE UNDER CABINET; MINIMUM CLEAR -- -- GRAB BARS BOBRICK B-369 PAPER i OWEL SPACE ALLOWABLE IS 2'-6" DISPENSER/WASTE RECEPTACLE TOE KICK BEYOND 4Coffee Bar Elevation 5 Coffee Bar Counter Section 6 Toilet Room Elevations A2 112 1'-0" ------- - A2 , 1X„=1,-0” - A2 1/4"=1'-0" - -- �,� FLOOR OR ROOF STRUCTURE 19a4-r1 3CNOKEY -- 350 T 125-33 / AT 7'-0" O/C, AND - - - ----- --- TIE ENDS OF MEMBERS TO --�� - - ----- (2) 350-S 162-33 AT TOP AND BOTTOM PREVENT SPREADING (EACH SIDE OF DOUBLE STUD) - -- - -- -- ---- - -------- .ADDITIONAL HANGERS AT ALL 8 MEMBERS WITHIN 8" OF Revisions: l A2 PERIMETER `\ ----- - - -- -------- VERTICAL BRACING AT 12'-0" ^ - - (2) 350 S 162-33 - - -- 0/C EACH WAY - SEE TABLE I PROVIDE COUNTER SLOPE HANGERS IF HANGER 1S MORE f'l. i I THAN 1. 6 OUT OF PLUMB PLAN �� -- 1 - - SECURE ALL HANGERS I0 --- FASTEN TO - - - ROOF FRAMING, (2) #8 SCREWS PER SIDE BUILDING STRUCTURE. TRAPEZE T--BAR RUNNER 2x6 MINIMUM - - - \ DUCT WORK AND OTHER LARGE - -__--- ..� ---------- OBSTRUCTIONS PER SMACfJA � ��----- -- --- #16 x 2" WOOD SCREWS L MAX 8" MAX. ODl - IN EACH LEG I -- _ -- L 16 GAGE x1"x 1"x 3" MAX NOTE: ALL SIDES MAINTAIN CLEARANCE BETWEEN #8 SCREWS AT 12 0/C ( ) WITH 9 GRID AND ALL EQUIPMENT (2) #16x 2 • • #8 SCREWS AT METAL STUDS • • - - (1) 350 S162-33 44ILf,REN DESIGN GRC' F' Z. ALL A2 SCREWS AT TOP '��\ ?;GHTS RESERVED - - MAIN RUNNERS AT 4' 0/C SUPPORT WITH #12 WIRE AT SEC NON \�--T „ „ (HESE DRAWINGS ARE THE PROPERTY OF 10 4' 0/C OR WITH #10 WIRE AT — -- L 16 gage X1„X1 X2 MILDREN DESIGN GROUP, P.C., AND ARE A2 5' ON CENTER EACH WAY SECTION .___-�____ (2) #8 SCREWS AI_L SIDES (4 TOTAL) NOT E BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN WITH (1) #8 SCREW PERMISSION OF MILDREN DESIGN GROUP, PC. LATERAL_ BRACING AT 12' 0/C - - -- EACH WAY. MAIN RUNNER TO IN EACH LEG Date: 30 December 2003 STRUCTURE BEGIN BRACING MEMBER LMAX \ - -- - ----- V✓ITHIN 6' OF PERIMETER AND - - MAIN RUNNER MAIN RUNNER Drawn l)V: Checked l)v 1"0 5S 7'-4” 0 2" FROM CROSS MEMBER 1)�"0 5S 10'-9" 0 IINID BK WLM 2"0 5S 13'-8" 0 NOTE: --- �, 350 S125-33 7'-8" C MAIN AND CROSS MEMBERS ,lob Number': 103304 350 S162-33 10'-0" C CAN ONLY BE CONNECTED (2) 350 5162-33 13'-4" T TO WALL ANGLES AT Sheet of: �. 350 S762-33 21'-0" 1.1 TWO (2) ADJACENT WALLS � Garden PI. BIda.3. 12180 N � 10 Double Stud to Main Runner MEC2DD�oDD3,. BUP2003 DD703 N 7 Suspended Ceilin Section 8 Double Stud to Main__Rtjnn.er___ 9 Connection -atFloof Framin `- 3"=1'0 g_ -_ - - __ -- 3"=1'-O" - - _ -- --- - _ - --- ---_ .,_-_-. 2a3 Permit Submittal - December 2003 A2 2 AZ N.7.S. ALL COLJNLCl1UN DEVICES TO LJI CF AN APPROVED TYPE A2 3 =1 -C 4n _� 2a-ri AND HAVE A 100/ RATED CAPABILITY. 2al _ 2a2 NOTICE: IF THE PRINT OR TYPE ON ANY 1� I`III III III III ! � I III I IIIIII ISI III I � III � I III III IIIIIIIIIII III I�IIIII III' lll IIIII �I III III I VIII III IIIIIIIII� I'111' ; II I VIII III I�I+IIIIIII Illlllllilll� lll ISI VIII�jI ( \ IMAGE IS NOT AS CLEAR AS THIS NOTICE, -_31_- L I 41_ I- I- L ''L I-- - I CSL - -I - 1- I I ' gL _I_I I - - Il I I _101 IT IS DUE TO THE QUALITY OF THE NO 96 ORIGINAL DOCUMENT 01£ 1812 8(Z G1 T 8 Z 9l Z 6 Z S Z Z i 7, U Z 8 i B L G T 8 T T 6 i E T LIT [T i 8 S 1L I 9 9 11� _1A2_ z1ll�l�ll►II�►N,I ;