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16037 UPPER BOONES FERRY ROAD-3 i'b. •; 1 . J' I RECEIVED REVISIONS BY MAY 2 9 2008 CITY OFTIGARD BUILDING DIVISION - GENERAL NOTE6 5UILDING DATA CONTACT L15T DRAWING LIS PLANS ARE SUBJECT TO FINAL REVIEW BY LOCAL, CITY, COUNTY THE EXI5TIN6 SHELL PREVIOU5LY PERMITTED ALLOWED FOR A B AND STATE AGENCIES. PLANS ARE NOT TO BE CONSIDERED OCCUPANCY AND CALCULATIONS WERE DONE TO 5ATIPY THE OWNER: _ NO. NAME FINAL UNTIL ALL PERMITS ARE OBT:4 NED FROM THE 5QUARE FOOTA6E CONSTRICTED. OPUS NORTHWE:7T r 4 APPROPRIATE AGENCIES. Ot' "t: 1500 5W F I R5T AVE., 5UITE 1100 1 GOVER INFORMATION " *.I� ALL WORK TO COMPLY WITH THE CURRENT CODES, AD.% PORTLAND, OREGON �i-1201 JA GUIDELINES, STATE, COUNTY AND CITY STATUTES, COVENANTS PETE STIVEN5, PROP. MANAGER 2 FLOOR PLAN AND DETAILS AND AMENDMENTS TO THE APPLICA15LE CODES. DESIGN TO ADHERE TO T�4E 200ro INTERNATIONAL BUILDING CODE, 2006 (503) 116-5165 Office INTERNATIONAL FIRE CODE AND THE 2006 INTERNATIONAL 3 FINISHES PLAN MECHANICAL AND THE 2001 OSSG USING CHAPTER II FOR ACCES515ILTY AND CHAPTER 13 FCR ENERGY AS ADOPTED BY Cpprz 5U1"iMARY TENANT: THE JURISDICTION IN CHARGE. 2020 IN5TITUTE 4 CEILING PLAN AND DETAILS THE MECHANICAL, ELECTRICAL, FIRE SPRINKLER, AND LIFE DESIGN BASED ON 2001 0555-C. 400 INVERNESS PARKWAY, � • '� CONTRACTOR.MS ARE TO BE DESIGN BUILD BY THE 5UITE 265 TYPE OF GQN5TR•UG'rION: 1113 - 5PRINKLERED 5 SUPPLEMENTAL GE I L I N& INFO > � FZENrLQ5V9C. : I H°uR r�'rED ENGLEWOOD GO 80112 CONTRACTOR TO REVIEW THESE PLANS FOR INTEGRATION WITH IN6 AND 0 ;,• ''' � .. �, - � 4e�IJPAN7 LOADS: FIRST FLOOR, THE EXISTING BUILDING. ALL CHANGES TO THESE PLANS FOR • � w'w 1 CONSTRUCTIBILITY MUST BE APPROVED BY THE D23,411 5F/100 (OFFICE) + 4 (ACC;CE3SOR'lrESIGNER SPGS) � 235 OGCUPAI.I'J RANDY L. 51-60, ESO., EX. \/P. PRIOR TO THE START OF WORK. EXIT WIDTH REQUIRED 35.9" O d CTTY OI1' a'iGARD ` CONTRACTOR 13 TO WALK THE JO PRIOR TO START OF THE (3030 768-q Iq2 office �� B RE PROJECT OCCUPANCY GROUP: B WORD THE SUBMITTAL OF THE JOB WALK NOTES TO THE (303) 768-°I I�i3 fax CuWklan AWr0VW ...�....—..C P a DESIGNER WILL BE THE ACCEPTANCE OF THE FIELD CONDITIONS T'ME OGGUPAt1GY 15 ACLINIC-OUTPATIENT (304.1.1). NOTE: rand s@2020in5titUte.com /ML,MyrlotFollo�w �U y _ '' MORETHANFIVE ARE SLWHO MAY BE�SAPABLE OFA NOT , ' � �!!a AS SHOWN WITHIN THESE DOCUMENTS. SELF-PRESERVATION. �fj t DIMENSIONS ARE TO THE FINISHED FACE OF THE WALLS UNLESS CONTRACTOR: NOTED. AGTUAI- AREA (B) THI5 PRO.ECI; 4,11'1'1 5F = 20% OF EXI5TIN6 5FSARTEL CONTRA ,TING, INC, g►: Dm ANY CODE VIOLATIONS FOUND DURING THE WORK MUST BE 00!��Lp-6h!r"100 SF PER OCCUPANT: 50 0000 PANT5 BROUGHT TO THE ATTENTION OF THE DESIGNER AND WORK WILL EXITS REQUIRED, 2 ROMAN MICHALCHUK * }�,� p BE STOPPED UNTIL THE ISSUE IS RESOLVED TO THE /� VICINITY I V I TY I I A I - SATISFACTION OF THE JURISDICTION IN CHARGE. EXITS PROVIDED_ 2 (503) 650-40b4 phone DEFERRED Q ,�-�e EXIT DOORS ARE PROVIDED MORE THAN 1/3 THE DIA60NAL P15TANCIE APART ft% w / SCALE:NTS ALL MANUFACTURED MATERIALS OR EQUIPMENT TO BE (503) 650-4104 •� ax �� ,� INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. EXIT DOOR.5 5WIN6 IN THE DIRECTION OF TRAVEL r'^I't'1GIn@bar-te 1GOntr acting.GOm ws*MW a... CORRIDORS ARE NOT FIRE RATED DUE TO SPRINKLER SYSTEM ,. EXIT AG:•E55 TRAVEL DISTANCE ALLOWABLE DE51 GNER: 0 !� IN A 5PRINKLERED BUILDING FOR A 15 300 FEET. TI DESIGN C7R0UF' TmeIWO@I of �,�. 0 FURTHERE5T EXIT ACCE55 TRAVEL IN TH15 AREA 15 -10 FEET OAS AND 15 ALLOWABLE. PO B0X 6 """ UJ :) w COMMON PATH OF TRAVEL: 5ECTION1014; paragraph 1014.3 SEA\/ERTON, OR 11.10.15 0 �— m }. Z SHALL NOT EXCEED 100 FEET. COMN'DN PATH OF TRAVEL IN T'H15 PROJECT �� u- o 15 50 FEET AND ALLOWABLE. L I NDA 5M I TH + _�J W w C7 PLUMBING FIXTURE REQUIRED (503) 526-0622 Office~ W w W �IiQllMlf l. a TENANT SPACES WILL USE EXISTING SHELL RESTROOMS.uL. W 4°11'1/200 = 24.04 OR 25 OCCUPANTS OR 13 EACH GENDER (503) 5'74-2040 fax C rwe►o r o c0 - THEREFORE I WATER CLOSET FOR EACH GENDER (503) �S I-6711 I �e I I i '" a z w C _� AN ACCESSIBLE DRINKING FOUNTAIN 15 AVAILA9M.E IN THE 13UILDINS GORE. (smith®tidesigngrovp.Gom Z �' Z 0 C 4 — - Ose04 04 Lll ap 29 C OFFICE COPY � W C C '� w O � _ a N CL W U `°tee5) Z C "C (� C I Itc � I I i�� z BUILDING hr I I I I Z CA j I Q o I I J� c o I I I 11 b ! � iI I I II LL C 4 � 4 � I ! I , F,4,4 Or- UJORK ' �►� a C, U C �!►r?----- C ¢ I �" / C _\ C `C C C C � b C CP C BLDG. c \ d c°c ccs C a C c 01 o e BUILDING ,:, B c k o 0 0 — — --- — — — -'---- - c yTenont Improvement Designer: c o � e c DE" Q1910M c c TI P.O. Box 6 Beaverton, Oregon 97075 o � oc Phone: (503)526-0622 FAX: (503)rN74-2040 c i JQQ _ - DRAWN KA inn F-�i( - - - JL.S cc CHECKED c / WS —---------------- ------------------1 ---.---_---------- ---------- . DATE - o / I 05'D708 o SCALE p� SHOWN ------- ----------- I _—_ I__—_— Ir�J PROJECT INFORMATION I SHEET NUMBER TIGARD 13 1-3 A*P01 •e.t,.a�rWMA I S 51 TE FLAN C_ OVERALL. 5UILC) ING FLAN, ,AN, AFRE OF WORK AND EGRE55 PATH � SCALE:NTS 1 ' O� 8 SCALE:NTS liar OF 5 SHEETS 7 +rl '.firA rt*""!•?IN1: ,. MgIl_I _ ,,,. � t r. . , .•., �� � t'i W. /i • �1111L. 1�T.L.1�� rT�-1 1.1( . TT �'Y, 1 TJfJ T11i1�1 1111111 II1�TT1 110111 TrTjTll 111111 T1 I 111��II 9f IIIII891 101 jIfT_jTT 11 X12 No.N Y 1 �11 ll�ll s lll�l! 111111J11 . � • yd pati 1' •s'•..._-wr.•.w.,c<-wua.. n..w-...•.ter+•+.. ..-„ ,. ^-s_r._ .... ,srrer. r„:^r'•ro..«,.., •eY. :.•f '>w••.n.we.._-+..ee: .�:-r-"l.uw..».n.sr:.a,Mafu•:+..... .•.mow...,..r:-+w,._.adnr.Rw. ,... .ya,+.w+..,.se L" w - - -- .aa• •.tf•+se+-.Y.m ies/M ....—... +aR .u._,+.uwr .:. ,.r'nuww.:hcu.:erJN+Y7Rr_R'=:,I:rS rfiww.+E'A:•n.+M'.IK,w..c •vA...a•. .lfA.MIIMMiw .W .. .. ..:. ., _ .y.,y...r•.�W' '.•v i.. ..w. N4...fY .t ..... .' ,C' _ .-,.. .. a `.”",M^N- +.r WYwA_'M.,iir.. - ...rYM 1' .....V iM u.Mtl14„ .. -. • 't 1. i l +ly I St"r 4' v, it •R 1 ! I ! I PLAN K�1'NOT REVISIONS BY PROVIDE PaTAbLE HOT AND GOLD WATER, I I I SANITARY WASTE AND VENT PIPING FOR ALL, ------ 1 j' —_—_—_..---- , SINKS. REFER TO LANDLORD FOR SOURCE Ch= -- ' ,--- -- - - . -- -- ---- II � -------- NOT WATER AND ACGEf'TABLt ROUTINc"s. 5 5 � I ( ! 15 2 PROVIDE WATER SERVICE FOR COFFEE ALL UNBRAGED STRAicsNT WALLS OVER ' GONSmOLE 8 ` N m LE 4 - ` Q� � i1-�1 ►'�LE 3 AL2 MACHINE, GOtIRl1 LOCATION WITH TENANT. 105 106 126 b'-O" TALL- 12'-O" LONG ATT. TO STT2IK.T. W/ I I � IS _ � � 15 Im3 (i5 ---- --- 5625 125 18 5TL. 5TUD BRACES • &'-0' oc. OFFICE 12 `1� 7 V PROVIDE FIRE-TREATED WOOD BLOCKING IN PROVIDE BRACES ALTERNATING k-_ I w 15 G DIRECTION OF BR.AGE TO STRUGT. , , Im2 O 15 1 15' C THE WALLS FOR Ai_L WALL SI.IF'F'Oh2TED ITEMS. �- �A 5'fG-t�G-RS ^Gk G 15 T 15 �B I G , + I 15 Imo 15 I O FOR MOE BLOCKING IN WALL IAT 5'-b" AFF.) Imp FOR MOUNTING A FLAT SCREEN MONITOR 4"X4" X 33 MIL (20 6A.) ' SUPPLIED BY TENANT AND INSTALLED BY BENT PL • EA. BRACE EAE CONTRACTOR. AGOU`TIGAL INSULATION PROVIDED UNFAGED ROCK WOOL BATTS I I 5<' — O PROVIDE BlilLDING STANDARD WINDOW BLINDS. -III lit itI - - __ 211 4 , - � \ I $L - PAY a I I I O I O PROVIDE GARBAGE DISPOSAL AT SINK ,O I08 Im9 I� I , E03LOCATE SWITCH ABOVE THE COUNTER TO LEFT r- I 5U5PENDED SAT OR 6WB GEILIN6 I �5� DI ® I I I 2 0 I I OF SINK 5Y5T'EM 5EE REFLECTED GEILINIS PLANB I O T ! I � -1 15 �I.I� i 112 , O 4 �LI"I 8.A_ 1 II "I PROVIDE WATER SERVICE AND DRAIN FOR I C, 113 114 N5 M,µ 2 I t 4 DI5HWA&WER fj II r--- _1 I I O PROVIDE WATER LINE FOR REFRIGE1?OR 3/B` 6WB EACH FACE 0 ; , II , B � 1 9 � «/ A � CONFIRM LOCATION WITH TENANT. -- fi `° w'� � I y` I �:.' LIEBERT UNIT. INDOOR CEILING MOUNTI_D. I i �' I►b - ��, LIE51_RT UNIT NEEDS TO SERVICE SERVER AND 0 AGUUSTICAL INSULATION PROVIDED ' -- L41N�.N 2t). � , U SAT DE5IGNATED WALLS AND CEILINGS !I1 Nps 31_--__�........ _ _ _ PROGEDUF2E ROOMS. LOCATION AND ' } �Pt E CAPACITY MEED TO BE DETERMINED IN THE B FRICTION PIT STUD VOID SPACES 50 120 " 2 `<' UNPAGED ROCK WOOL BA i T5 2 3 121 T FIELD. 15 EXAM ! . � 3 I 12 Im � 15 15 gTG � .- 101 COORDINATE WITH TENANT FOR ALL --:� "�1G5-18 STEEL STUDS g 1 118 119 121 I ! 2 r 123 124 I 125 ly ELECTRICAL, HVAC AND ANY OTHER I , ` REQUIREMENTS FOR TENANT TO INSTALL LASER 8 +s• I I a,.H• OI 13 11 WITS, INCLUDING BUT NOT LIMITED TO THE UPS i e�trtJ ar ,», ! II �, ki w: SY6TEM, LIEBERT SYSTEM AND SCRUBBEF__ 562T 1.25--55 STEEL TRACKTIi i `- UPS AND °GRUBBER ARE TO BE BY TH W/ E TENANT. ALL ELECTRICAL REQUIREMENTS FOR P.A..F.F. * 24" O.G.DIA X !' PEN. THESE ITEMS ARE TO BF PURCHASED AND • I ( EXISTING FLOOR INSTALLED BY CONTRACTOR TWIS INCLUDES (3) PIGTAIL. CONNECTIONS IN CEILING FOR THE -------- ----'------------- - -- --- ---�----Er—--- ----------- LASER EQUIPMENT TO PLUG INTO. THE L,EBERT -" - ---- --- -~ SYSTEM lei TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. yp WALL N c I I * I im PROVIDE ELECTRICAL SUPPLY REQUIRED FOR 1 S I I CA� WA� S CT ON FLOO FLAN TENANT'S UPS CONNECTION TO LASERS. VERIFY 2 SCALE:NTS 2 SCALE: 1/8" ■ 1'-0" -- — - - ALL REQUIREMENTS WITH TENANT. WALL=-LEGEND DOOR 5GHEDULEII PROVIDE PLYWOOD PHONE BOARD, FR 4X8XV, � FAINT NEW STUD WALL THE ADJACENT�TAAL�I3HAINT TO MATCH� ® NEW STUD WALL W/ SOUND INSULATION ® 3,0805cWOOD DOOR - VG DF TIO (' TIMF•LY FRAME- TIMELY FRAME- TIMELY FRAME- _�---�_- DEMO'D WALL MATCH EXISTING IN BUILDING 17 SWITCH BOARD FOR 1V GABt.I filNGT(ONS. (7 z BLDG STNO FINISH I._p. 1/4" TEMPERED BLDG OTNO FINISH BL!Xs STNO FINISH NOTE, PROVIDE INSULATION PER CODE AT ALL Q LOCATIONS). O GLA55 �" -nPERIMETER WALL.5 ® 3 8C SG WOOD SLIDING POCKET DOOR cy. - VG DF HARDWARE TO MEET ADA 13 NETWORK CABLE CABINET (24X42). O W -J EXISTING 00 F— -5 >- z •••••••••••• FIRS EXTINGUI5HER LEGEND 14 DASHED LINES INDICATE THE MINIMUd FLOOR c��ee�eurT tiLn4zr�i :.'.'. 12" E E DOORS AND RECITES .�Gousrlc..4� ee�ewT� TEMPERED •FE-I INDICATES APPROVED ABS _ m O AREA FOR LASER EQUIPMENT. THIS IS FOR W !7J"TI L GRAL .... . IaJEU .. .. .. . ...'.'.'.'.'.. . .. GLASS SURFACE MOUNTS FI EXTINGUISHER LEVIER HARDWARE THROUGHOUT � � C7 D RE EXT) FACILITY REFERENCE ONLY. '.. '.'.'.'..'..'.' .. 2AI05C WITH SIGN. COORD. LIMBER IS � U O PROVIDE SOUND PROOFING PER DETAIL 1/2. p �"� LL I/?" TEMPI=RED AND LOCATION WITH FIRE MARSHAL 1. LATCHSET •• • •••• C1 i� '' .'.. ' GLASS (BUTT 1/3000 °SF '�AA GLAZING 2. LOCKSET FOR GLAZING TYPES AND ELEVATIONS SEE C/2. 4 vd '....' '' ` ACOUSTICAL 3. CLOSER Z Ll.. W SEALANT) 4. NOT USED �... z r ... . (4) EQUAL SPACES 5. FULL GLASS INSET, STOPS TO W Q of .' . .... ... . MATCH DOOR MTI. AND FM18H O O Q W C%4 w � ARGHITECTURAj_ GENERAL NOTES ~ O V �-- 2 INO w ALL PLAN DIMEN51ON8 ARE FROM THE FACE a. OF FINI5H TO THE FACE OF FINISH_ Z CL G GLAZING TYPES Q � ALIGN FINI3HEC� WALL SURFACES. PROVIDE WALL AT 2 scAl"Es NITS DOOM INFILL OR WHERE NEW WALL SAME THICE58 STUDS AS NINTERSEXCT V" OF ALIGN WITH EXISTING WALLS. VERIFY FIELD CONDITONS INDICATED ON THE DOCUMENTS REPORTING ANY DISCREPANCY" OF THOSE CONDITIONS TO THE DESIGNER PRIOR TO THE START OF THE UJOW DFIELD VERIF-r ALL DIMENSIONS AND MEASUREMENTS. INFORM THE DESIGNER C,GN50LE 8 i-ONSOLEg 9,_0„ r- GQ�ygOLE Z �_' tan_LE 3 �Q BEFORE BEGINNING CONSTRUCTION Ir THI= 100 101 — ° I03 105 106 126 FIELC) CONDITIONS PRECLUDE THE c0 ILLUST'RATESD OR SPECIFIED CONSTRUCTIG`N , OFFICE 12 102 --- - 8'-'1" IPJ'-I" _ -� PROVIDE SWOP DRAWINGS AND MATERIAL -- _; 104 10-1 SUBMITTALS FOR ALL MATERIALS' AND EQUIPMENT. PROVIDE ADEQUATE TIME FOR CP Auc N d1 THIS WORK TO STAY IN COMPLIANCE OF THE ?%Luc" reell 11 PROJECT Sw_-HEDULE. —WfINIdLAZM - ENSURE THAT ALL MATERIALS AND LABOIQ `� STCs I PAY ARE IN ACCORDANCE WITH BEST QUALITY \ *— INDUSTRY STANDARDS FOR ALL RESPECTIVE .asp —IgMrTown aMUM 9 Im8 109 IWAi�NG �— 1H'-5" 3,-O„ MCEPTION TRADES. THE WORK MUST BE COMPLIANCE MITI WITH ALL FEDERAL, STATE AND LOCAL ���•� 0 BUILDINGS GO, !12 'JE5 AND STANDARDS FOR Tenant Improvement Designer: �� sM.aeno _ �t'g � T��SfN�_I �E�T.�.�2 ® GENERAL, ME,�HANIGAL AN! ", ELECTRICAL AWAM w wio 1 , , �CrVP) T 51_ „ �� ;, 7'-8" II I !14 11.5 a7 CONSTRUc,ricN. �9 � 'f-- P.O. Box f r00 WT ow h FF_I ALL DETAILS, MATERIALS AND INSTALLATIONS A"AGN.,EM«LL"'�i` - i'-Im" ARE SU13JEC-T TO FIRST APPROVAL BY THE Beavert n, Orego)526n 97075 Phon :FE- 01J�ALL r- CXIN622 DESIGNER R AND FINAL APPROGAL BY THE FAX: (503)574-2040 REVIEW AND COORDINATE ALL NEW WORK AND DRAWN 9 117 - 9 ip IIGPT EXISTING CONDITIONSWITH ALL OTHER TRADES. JLS ELALL ,/ FIELD WORK ORDERS WILL NOT BE WALL MULL * 120 N 12'1 APPROVEDFOR AN`' CONDITION-+ OR CHECKED 2 ��'}J-• A1' 1 I l i��.� ON PL AI�1 0 EXAM lZ EXAll II _ ���,�R EX,4t1 5 E�4 B 3TG Z 101 CONFLICTS Ta-IAT COULD HAVE BEEN LJS 2 SCALE:NTS = 118 119 `9 _ ACCOUNTED FOR BY THE BIDDER DURIW.3 THE DATE 122 123 124 121 125 PRE-BID FIELD INSPECTION ANG AFTER THE 050708 9 AWARD OF THE CONTRACT. SCALE SHOWN - Ile —= --ziu_ ' — REPAIR GYPSUM WALLBOARD WHERE 9'-0" 9'-0 5'-0" 22+'-0" 6'-O" 9'-0" 9'-®" 14'. 1„ Ig,_2„ DEMOLITION HAS OCCURED AT THE REMAINING floor plans - - - --, WALLS. REPAIR ANY GYP!�U1'1 f30ARD DAMAGE-ED BY DEMOLITION. SHEET NUMBER PATCH ALL GYPSUM WALLBOARD AT AREAS O !� �- ( — —� P OF ELECTRICAL, DATA, VOICE AND .SWITCH DEVICES BEING REMOVED OR ADDED. � IMNCJIONAI blN PATCH HOLES WITH DRYWALL, TAPE, SPACKLE L I L. AND TEXTURE )MATCHING ADJACENT 2 2 SCALE: 1/8" ■ 1'-0" SURFACES) IN PREPARATION FOR ~INISH. a of 8 OF 5 SHEETS _ a 'I!y{.•fr C_ r icy,. , -: ;:. ..,, . _ ,,.._, :.: ,y,., - IAr :-..:,c..+c s.r+ .r±R' , „ _ 'u "'r.�•1y t'c �`Fa':.hn v - �s X11 IAm T�1 111 III l�I 111 1� 1j1 T11 T1f 1� 11 11 Ti 111 111 ill 111 111 III , "* • 81 1 91 10 11 X12 No.3e " r ille I 9 ° �Wllill�ll111TAIN11171111111MI111 II „'; llll I £ 1111 lilllllll_ , • 9` ks , y. ' -..,wo.....:o«.-:,._.-«.n..a.•!,,....,..*►w..n.•wr..+.,+r:..s'w.,Ylr .ai..wE.w'r..e+xmr.•.wa.r,.:r.:«.a.t4+ar..- .r., .r.w.w......e... ..c.rr-. :........+wlwer•.-fn.nn.n,,...,.....,,,.,...., .r.:»s,•,.w.,,«w......_...,,,+ ...nit-^r+.Ma.•r..u.1a..srnrrill...,: u..w..:..rs.,-...,.: .arolr-.,.uar.,.>•a.n�,.rr.s+l <..- .. .+..w.-.ree � , Y . • V'i'iY1Lti.+ ,.,,.. ..«f41r - ...me rr'ear....w.eer.w»•+ .rr--'"•^'•• '^_••. - ..•i-u+• .. - ,�,, _ _ - - - - -. _ +-I+++.w;'t M......,, •_.+ .. ..- ,.,._ ...WL'+e»¢ -.L:-...... .rav. ,,.:e+u.-w+.•,a..a.•.an+usry c.. ....*t....a•-^ .._ -ae . _.. ..,,1. ira.r..aru., - +M,N'all :... a,,. ll +'••4..r�•1A+ww+l�/1/3.Y'T{'.'.'Jl�-.:..u'Z.t'. .rW.LfiL.M..i/i/IYANMYCf/1•►:^.9VM1 l`. ' �� 4 l ' {ysr ._. rraan,iarrr. lr 7 •.N F`. T+ �i REVISIONS BY NERAL. NOTES ALL AREAS RECEIVING PAINT ARE TO RECEIVE PRIMER COAT ANC (2) FIN15H COATS. la t 3 3 O Q� I[--] - O O U ALL COVER PLATES, OUTLETS AND 103 SWITCHES TO BE BUILDING STANDARD crr vve2 COLOR. CONWL e C���� Pn CQINSOLE I CONSOLE 3 Sem KIDS SM FOR CHANGE IN FLOOR FINISH - �3� 100 IPI 105 106 126 10.1 MATERIAL, PROVIDE TRANSITION cr-r uvea �r VVw crt I/Vvu ` '^'� cPt+^'�' cwt wee STRIP AT DOOR GPENING5 TO MATCH TEST 2 OFFICE 12 Pn � PT1 BASE COLOR. (WHERE vCT MI`ET8 rn PTI 104 102 �+ CARPET) c"woe PTt WHERE LIMITS OF WORK ARE SHOWN, _ OTHER INCIDENTAL WORK LIKE I �� PAINTING= WHERE NEW OUTLETS HAS 'E S G I 03 PAS � �BL.L• ift'.' - dEEN INSTALLED 18 CONSIDERED 101 ul c�Vvw III ' PART OF THE SCOPE OF THE WORK. cwr VVw PROVIDE A COMPLETE AND FINISHED wn LL�I iwn TESTING 1 EXAM k PRODUCT READY FOR TENANT AND 114 115 BUILDING OWNER. 3 artl VVw 1994STA u� VV52 CPT VVW 113 WHERE P14ONE BOARD IS PROVIDED, � CPT wru RCCEPT/WAIT rn own PAINT E-OARD WITH FIRE RETARDANT �- + 112 �3 Ian CPT VCB 2 PAINT TO MATCH ADJACENT WALL FINISH. .HALL rn vl�r�rcnl�� 116 HALL 121 c►rr VVD2 1 RQP 120 ev w81 � LUNCH crt I/Vn2 rL 2 w" If- CPT iI CO 2 2 i<5Y NOTES III _ PT2 APPLY CROWN MOLDING TO IRECEPTION/WAITING V T"I �' $TG 2 �`" O O �X,qM ROOM FACE OF BULKHEAD THAT ALIGNS WITH EXAM M2 122 123 124 125 101 rT1 a its cw1113 VCT "I crr 1 WD 2 crr I WB 2 cwt I wD 2 -- ROOM 6 AS SHOWN. SEE CEILING PLAN. rn CINSTALL 18" BORDER OF CPT 2 AS SHOWN. ALL CARPET SEAMS MUST BE SEALED t0 AVOID EDGE RAVELING. PROVIDE !BUILDING STANDARD SILL FINSII-IING. D Z � FINISH LEGEND 0 rA-'� FIN15HE5 FLOOR FLAN -- r d 3 SCALE: 1/8 ■ 1'-0" FLOOR COVERINGS: OLL F- 0 CARPET: :3 UJ _ W Ur CPT 1 MFG.: DESIGN WEAVE w w w STYLE: PLACE IT HERE Z6394 �-'� V u- W _ COLOR: FINE TUNE 00343 O C/) � U) 0 8 -6 9f-011 CPT 2 MFG. DESIGN WEAVE d Z z Ilk ' STYLE: CALL AHEAD Z6402 �- COLOR: 00i500 EBONY � UJ 0 VINYL COMPOSITION TILE: N W m Ca • VCT 1 MANNINGTON I I I I I ► ! I I I I I STYLE: 12" X 12" W22' 06TALESS &TEL /22"xO" STANLE" TEL 6040" roux 611"K SINGLE Bau sINK PATTERN: COLOR= 133 ALMONDINE LNEGK t, LEVER CONTROLS 25" DEEP PLASTIC cK FCac=t, EVERCONTROLS. Za 0. SAND Z o AOH j� 2e" DEEP PLASTIC SHEET VINYL: Q 4 WIQiM OA KAM j j u J LL ;; �� �• - r 25' DttP PLAOtIG it 41vJ �J LAMINATE GauNTER, 8V I MFG. TO BE SELECTED. LAMINATE GOtMERTOP WITH BEVELED ED" WITH BEVELED EDGE AND AND 4" NK�N --- - - - 46 W1014 BAC11CAMA61-I. - - BAGKSPLAW I I f l I I I I I I I I I I I I WALL BASE: "S:z 7�� CB 1 AVE :S:Z �xDE. SD CARPET BASE SIZE: 4" _ PATTERS!: CALL AHEAD Z6402 COLOR: 00500 EBONY VB 1 MFG.: JOHNSONITE TYPE: RUI515ER COVE SIZE: 4" r—] N� ROCEDURF-5 ROOM r2--\ TECH 5tATIOV COLOR: 40 15LAGK 3 SCALE:NTS SCALE:NTS VB 2 MFG.: JOHN50NITE TYPE: RUBBER TIGHTLOCK SIZE: 4" COI .OR: 40 BLACK CASEWORK NOTES . CROWN MOLDING: 3'-0" 4'-4" RAISED CODER RAIDED G�IER — I. CONTRACTOR TO MAKE AND VERIFY ALL FIELD MEASUREMENTS. CMI CROWN MOLDING Pf�OFILE 70 BE PROVIDED SEPARATELY. MATERIAL CoF CONSTRUCTION TO OICABOMT i VE I PANTRY 2. PROVIDE SOLID BACKING WITHIN THE WALLS FOR THE SUPPORT OF THE MATCH THE DOORS. SEE REFLECTED CEILING — ---- - — I UPPER AND LOWER CABINETS. PLAN NOTE I. Tenant Improvement Designer: n I I^ ,� PAINT: 11 DE" GROUP M r11G/WAvE TENANT BY 3. WOCD PRODUCrtB TO BE MACHINABLE FIBERBOARD: THICKNESS UNLESS NOTED OTHERWISE COMPLY"INC WITH ANSI A208.1-BS, GRADE M-3 P.O. Box 6 i`,' INDUSTRIAL. "WOOD STALK" BY DOW BIOPRODUGtB, INC. OR EG�UAL. Pt I MFG.= BHERWIN WILLIAMS Beaverton, Oregon 97075 f COLOR= SAW DUST 8116158 1 RAIbED '� I �INr.LE eou� �i j�• p��+) FINISH: RATIN Phone: (503)526-0622 GAB kET Onsc GOO6ENEp�t•AUCST, 9 26■ DEEP M-A671C Q - 4. FAr'E STYLE TO BE FLUSH OVERLAY, DOOR AND DRAWER FACES FAX: (503)574-2040 • 6NK LEVER GGNTRoLB.rlSO'VIDt LAMINATE cauNTERToP _ COVER CABINET BODY MEMBERS OR FACE FRAMES. FACE FRAMES TO BE FT 2 MFG.: SHEIRWIN WILLIAMS (SURGERY SUITE) WATER LINE GARBAGE DIePOSAL 'p WITH BEVELED EDWO, FRAMELESS. TYPE: HARMONY, LOW ODOR 4" NIGH BACKOPI_AAH. 0 WATER LMS DRAWN 1•i FOR _ 0 IbWITGN t0 BE ABdVE *� �.( - VV COUNTER TO LEIR GP a*/C) V ' Pc�e REPRIa' 3. ALL EXPOSED SURFACE OF THE CASEWORK TC BE COVERED WITH NIGH COLOR: BAUJ DUST B JUS A PRESSURE DECORATIVE PLASTIC LAMINATE COMPLYING WITH NEMA L03 - FINISH: SATIN DIOH CH GRADE AGS. Lis CHECKED PLASTIC LAMINATE: DATE z6. HARDWARE t0 COMPLY WITH BHMA A156.9. 050708 r' ~ '1. DRAWER GUIDES: EPDXY COATED METAL, SELF CLOSING DRAWER PL I (ALL COUNTERTOPS AND 5ACK8PLA8HES) SCALE Z4- ,t--- --- -PROVIDE FALOE GUIDES, DESIGNED TO PREVENT REBOUND WHEN DRAWERS ARE CLOSED, MFG.: FORMICA SHOWN GOIlJER BASE C0RNM SNYLON TIRED, BALLBEARING ROLLERS COMPLYING WITH B 6 HMA A15 .9. EN OINK CABINET 2 -8 TOE KICK RS BASE GABMT COLOR: 3695-58 PAINT BORE OINK CABINET --- CORNER BAbE NET 8. ALL INTERIOR BUitFAeE8 To BE WHITE MELAMINE. 1lnlshes (30" CLR OPEN) WOOD VENEER: CALL CABINET VERTICAL SURFACES) SHEET NUMBER 9. ALL SINKS TO HG ACCESSIBLE UNLE55 NOTED OTHERWISE. PROVIDE 64" VERTICAL GRAIN DOUGLAS FIR PER SAMPLE DEPTH BOWL WITH PADDLE HANDLES AND 0005E NECKED FAUCET. SUBMITTED BY CONTRACTOR. INSULATE ALL HOT WATER AND WASTE LINES PER CODE. rYN LUNCH 10. PROVIDE SHOP DI4AWIN618, MATERIAL AND PRODUCT SUBMITTALS 3 SCALE:NTS PRIOR To FABRICATION FOR REVIEW AND APPROVAL. 3 3 of 8 OF 5 SHEETS -..y.�P.v-•ra . ..�. 7 • li ,. • - . • + TtttlT 1 1 TTTTTT T T IT 11 TT1jIT1111~r7Tr11rr1IT 1 1 T I11 `' ( ► r � 11 T � �'� � � ' 1 I111i11 � 11JITTFI-ITIJrT �� r�n �'TI� 112 I I I ' 31 8 8 2 Ia� N0.36 111111111111 kill 1111lW l]Wlllllillll�- t. �; ', � � I�la'"4" ..'I�C'/�. _ .wc tllo.r_ ,rY'Y'w . . .L- ..Wwr. rnrr.•¢+-•,a....►r.-�.. w,,.... ....., ir..r.v..+Mw►w..ew.r.,.�►�M»..•+s.+.n.rw+rr'w►w... _.w.,.ws•...ra...r...,.rn,i,alr.+..+lr,-.•.i.at.•.r:emr•ler..ti..—w+rr...•.... �...z,�.._ ..au..w„ r•s.oaor..-wr+a•,rr... C ,... :. . .wee.,- -r+•. +• ::tf*'"•••e.n.«,+xa:.^aw.•.resttt+rYf:irL.. C:.,.:+r'+.a.a.r......... .u..,. rw.,'S:,-..-.•3.:.. _— _.iYM +..nwr..,.•...wMtR .•. ,C.w_qe'+•.t......... .,. .. ..., ....:...r.,. ' M D'9ufV. ,gn..:•,.., ••.a.na•.,a!!„••r.a..r+�• -.•,srw. �R,r.•.,.1.::.•++..+••+�wvr•.••w.:.r..... 6•, t 4 REVISIONS BY SUSPENDED GEIL IWSS IN SEISMIC _ _ _-__ _ ____-_- DESIGN CATEGORIES C, D, E AND F FLOOR OR ROOF STRUCTURE CEILING NOTE - C STABILIZER BAR BETWEEN ALL IN ACCORDANCE WITH TI4E CISCA ❑ SHALL BE DESIGNED AND INSTALLED rlEl'18ER8 AT PERIMETER ADDITIONAL HANGERS AT ALL / _ c RECOIM" DATIONS FOR SEI5MIC ZONES / �MEMBERS WITHIN 8" OF PERIMETER -- -- — REFLECTED CEILING PL<1N I.� FOR GENERAL 9D-2, 3-4 AND ALL ADDITIONAL.. REQUIRE IENT5 LATERAL BRACING PER CISCA REQ'M-r. _-- —._-- - --- — - --- --- -- - AS LISTED IN ASCE -0:/05 VE t. GOMPREg910N STRUT 12'-m" OG. I INTENT EDAC�VNLYDIE VIVY CONTRACTOR.YTENANT.NT. OR ASCE 1-05 2001 0390. l2) 2��" X 20 GA STUD BACK TO BAS t I ) — - I - - - REVIEWED ANC APPROVED B`r" TENANT.OR AS TER :LOSER ANGLE GOUNTERSLOPE HANGERS IF MORE - �/ EMERCsENGY/EGRE55 LIGHTING TO BE �-OWER LEG WIUTI••I 2" MIN_ � THAN I:b OUT OF PLUMB _ I I I I DESIGNED BY THECONT' CTCR- IN EACH DIRECTION. ATTACH ONE END OF CEILING GRID - — It - -- - - _ I EMERGENGY/EGRi=Sa LIGHT FI><TURE h: !OCATIONS GOORUINATED 15Y CONTRACTOR. TO THE CLOSURE ANGLE. THE '� -- - - - — OTHER END IN EACH DIRECTION N�U _ -- - -- SNALl. HAVE A 3/4" CLEARANCE / C4 SWITCHING DESIGN AND MODIFICATIONS Bl' CONTRACTOR TO BE REVIEWED AND FROM THE WALL AND SHALL REST - - - UPON AND BE FREE TO SLIDE -- - -- 8 -- 1 -- APPROVED BY TENANT. I ON THE CLOSURE ANGLE. --- - - CONTRACTOR TO PROVIDE ENERGY AR GRID _-_ CALCULATIONS AS REQUIRED FOR PERMITTING. EXCEPT WHEV4E RIGID — I I -- -- E�RACES ARE USED 10 g'r GRDSS RUNNERS FIT BETWEEN - -- - LT1IT LA rERAL DEFLECTION, MAX MAIN RUNNERS _ - - - - _ HVAC DESIGN TO BE REVIEWED F'5 TENANT SR:!W,LER HEADS AND MAIN RLNNER55 • 4'-0" o/c `5UF'F`0RT — --- AND COORDINATED WITH TENANT'S EQUIPMENT OTHER P -NETRATION5 6_ kt w/ 012 WIRE r 4'-W" o/c OR W/ 010 _ _ - - REQUIREMENTS. WIRE a i'-O" o/c EACH WAY - SHALL NAVE A 2" OVER MAX _ - w I 8 I _ - - — -- - - SIZE RING OR ADAPTER NOTES; MA)( SECURE ALL HANGERS TO BUILDING '� °M °M •-� THE N.VA.G", MECHANICAL PIPING, AUTOMATIC THROUGH THE t'.EILING '�-L CONNECTION Di"VIGE6 TO STRUCTURE. TRAPEZE DUCT WORK - - - � - SPRINKLER SYSTEM, ELECTRICAL POWER, BE OF AN APPROVED TYPE AND AND OTHER LARGE OBSTRUCTIONS. - __ _ - SIGNAL ROUTING AND MSC. EQUIPMEN•r TO B TO ALLOW FOR FREE NAVE 100 LB- CAPA151ITY. LATERAL BRACING * 12'-0" o/c EA WAY. __ --- -- MOVETIEN7 OF AT LEAST CONTRACTOR I5 RESPONSIBLE FOR MAIN RUNNER TO STRUCTURE. BEGIN --- - - — DESIGN BUILD AND ANY ASSOCIATED I INCE IN ALL AT WITHIN b'-fd" OF PERIMETER AND 211 _ 3 3 _ 2 - 3 3 __ COfJFLICTB RESOLVED PRIOR TO BEGINNINCs DIRECTIONS. ALTERNATE INSTALLATION PER A'3GE �-01 Fl�CCN'1 0R033 MEMBER. 12 GA WIRE. °M °M ____ CONSTRUCTION. REQ,11REMENTS. 1 1 I - I USE SUING JOINT -- 101 THE MEANS OF EGRESS INCLUDING THE EXIT FOR I" IM MOVEMENT. SUSPENDED CFLING BRACING DETAIL -- --� DISCHARGE, SHALL BE ILLUMINATED TO NOT VIDE SEISMIC JOINTS LIMITING AREA TO 2,500 SF. NTS — _ — — — -- 1-SMI BRACING FOR INTERIOR WALL HEADS TO BE °" °'" LESS THAN I-FOOT CANDLE AT FLOOR LEVEL P� AT AL,_ TIMES THE BUILDING 13 OCCUPIED, r'"tK ASCE 4-H PER 2001 0.5•5.C. SECTIONS 1006.1 AND 1006.2. USED IN LIEU OF THIS REQUIREMENT. ---, - - --T-I-T THE POWER SUPPLY FOR MEANS OF EGRE55 - ILLUMINATION! ( SECTION 1006) SHALL 6 NOR d (ALLY BE PROVIDED BY THE PREMISES'S ELECTRICAL SUPPLY. IN EVENT OF A POWER FAILURE-, AN EMERGENCY ELECTRICAL SYSTEM F--- - - lI -- r-- p SHALL PROVIDE POWER FOR A DURATION OF .JOT LESS THAN 'bO MINUTES AND SHALL Q CON515T OF STORAGE BA T TERIE5, UNIT REr-�E�TEI.� CEILING FLAN \ EQUIPMENT, ORF EME I'"O'NGENERATOR. THE Z Q INSTALLATION OF THE EMERGENGSYSTEM SHALL BE IN ACCORDANCE WITH 2001 055C SCALE:NTS CHAPTER 21, ELECTRICAL - SECTION 2102. O IY W EVE� _ SHALRY EXIT SIGN L AVE PLAINLY LEGIBLE LEIGIBLE�LET�TER3 NOEXIT GN 0 ATTACH&TUD6 To ROOF' .� rF10OF PIAN HVAC GiENE��NOTES GT�ICAL L IG4HTING GxENERAL NOTES p�AN KEYNOTES T LL z n�e+A}lroecoo� - - LESS THAN 6 INCHES NIGH WITH PRINCIPAL : CEILING�EG3EN) STROKES OF THE LETTERS NOT LESS THAN .15 W of NOT 514OUJN ON THESE VERIFY EXISTING POWER AVAILABILITY FOR O EXISTING 4X4 GRID TO REMAIN WITH � 2 � W ���'�ue� -oai.�-vl•sn. NOTE. !MVAC CEILING WORK. IS i� W-dr nP enVe,OW -08K BRACING WIRES TO BE ATTACHED AT A PLANS. COORDINATE ALL THE LOCATIONS OF LIGHTING A3 SHOVq. SIZE CIRCUITS AS ADDITIONAL SUB GRID MAKING A 2X4 INCH WIDE. THE WORD EXIT SHALL HAVE � F V � a°i,.,"RACE u,,,� MAX. OF 45' TO THE PLANE OF THE DIFFUSERS WITH THE LIGHTING LAYOUT. REQUIRED. GRID WITH 2X4 FIXTURES. PROVIDE 2'x4', FLUORESCENT T8 LAMP, LETTERS HAVING A WIDTH NOT LESS TI-'AN 2 ew� n as eRACZ wePe THE CEILING AND FART LLEL TO � 18-CELL PARABOLIC O e�r� GOR"1PONENTS INTEf�ECTION AT THE INCHES WIDE EXCEPT THE LETTER "{" AND THE ��//�� USG 2X4 RADAR SHADOW LINE MINIMUM SPACING BETWEEN LE77ERS SHALL w VJ � r�eo7 BRACE LOCATION. BRACE WIRES ARE LOCATE AIR.-SUPPLY DIFFUSERS AND COORDINATE SWITCHING WITH TENANT FOR TAPERED-EDGE CEILING TILES. (�� 2'X4', FLUORESCENT, T8 LAMP, NOT BE LESS THAN 315 INCH. SIGNS LARGER � Z a W Q TO BE TAUT AND TIED AT BOTH E►d«^.,+ WITH RETURN-AIR GRILLES WITH ADEQUATE LOCATION AND OPERATION. 1G 1 18-CELL PARABOLIC WITH THAN THE MINIMUM E9TA505NED IN THIS Z MAN"Jowt• A MINIMUM OF THREE TIGHT WRAPS, SEPARATION AS REQUIRED BY CODE. 2� PROVIDE USG DX "'rle," GRUIl1MER BALLAST ID WITH SECTION SHALL HAVE LETTER WIDTHS, Y 0 4'-V= ENSURE THAT ALL MOUNTING HEIGHTS OF GASKE'r53. 2X4 AT, 10'-0" AFF. PROVIDE STROKES AND SPACING IN PROPORTION TO Q W © Q ADDITIONAL COM 55ION 5T UT INFO AT1OI�I PROVIDE A FUNCTIONAL, COMFORTABLE ELECTRICAL DEVICES MEE". ADA USG CLEAN ROOM GLIMAPLUS GLA55 � RECESSED ACCENT THEIR HEIGHT. THE WORD "EXIT" SHALL BE IN � 04 W ADDI 1 R� R -- ENVIRONMENT AND A COMPLETE, Wc�.ING REQUIREMENTS. 100 2X4 CEILING TILES. m (29 SYE3r1=M LIGHT-"I•d." accent reflector HIGH CONTRAST WITH THE BAGh'.GROUND AND W �. WHERE MULTIPLE SWITCHES ARE SHOWN, 3 PROVIDE NEW CEILING GRID AND TILE l30 dog. flit) GLEARLI" DISCERNIBLE WHEN THE EXIT SIGN 1- (� V W/ F— VERIFY HEAT LOADS OF A;IY SPECIAL PROVIDE (I) GANG BOX WITH A SINGLE COVER O IN ALCOVE TO MATCH CORRIDOR ILLUMINATION MEANS IS OR IS NOT N W EQUlF'MENt IN THE TENANT SPACE AND PLATE. CEILING. Lid EGRESS LIGHT FIXTURE ENERGIZED. IF AN ARROW 18 PROVIDED AS Z a PROVIDE ADDITIONAL AIR FLOW A5 PART OF THE EXIT SIGN, THE CONSTRUCTION a REQUIF�D. CONFIRM WITH OWNER PRIOR TO PROVIDE EMER3ENCY EGR:E58 LIGHTING A3 r ILLUMINATED EXIT SIGN SHALL BE SUCH THAT THE ARROW CANNOT BE O4 PROVIDE 6 WIDE SOFFIT A. 9 -3 AFF 8 READILY CHANGED, PER 2�I O,S.R3�:. Z ANY P'J1RC:1-IASINC.x. REQUIRED. O PROVIDE SOUND ATTENUATION WALL 0 EXHAUST FAN d SECTION 1011.5.1. LL REVIEW AND COORDINATE ZONING OF THE PROVIDE ILLUMINATED EXIT SIGN5, I-IORN5, 5 ABOVE THE CORRIDOR WALL FROM THE SPACES WITH THE TENANT. DO NOT DE51GN STROBES, SPEAKEROR OTHER LIFE-SAFETY WALL HEAD TO THE FLOOR DECK � SWITCH S ANY SINGLE SPACE TO BE ON A SPLIT ;'OiJE. DEVICES AS NECESSARY TO MEET ALL ABOVE. USE FRICTION FIT ROCK WOOL. SWITCH W/ DIMMER APPLICABLE CODES. COORDINATE WITH THE POSITION THE LOCATION OF ALL THER`IOSTAT$ TENANT ALL HORN/STROBE LOCATIONS TO O EX15T!NG CORRIDOR CEILING AND CINOORDATING WITH THE TENANT AND THE AVOID CONFLICTS WITH PRESENTATION LIGHTS TO REMNIN. , THREE WAY SWITCH OWNER FOR FURNITURE PANEL CONFLICTS. BOARDS, AIV EQUIPMENT AND PROJECTION THREE WAY SWITCH W/ SCREENS PRIOR t0 INSTALLATION. O PROVIDE CROWN MOULDING AT TH15 $' DIMMER LINE - PROFILE TO BE DETERMINED- MATERIAL TO BE DF. O SEE PLAN FOR LIEBERT SYSTEM AND LASER SYSTEM REQUIREMENTS. DE°,iGN BY OTHERS. PROvIDE SEPARATE THERMOSTAT WITH TEMPERATURE ACTIVATED EXHAUST FAN IN THE SERVER ROOM. Tenant Improvement Designer: Tl DEMI GROUP i P.O. Box 6 Beaverton, Oregon 97075 Phone: (503)526-0622. FAX: (503)574-2040 DRAWN JLS CHECKED LIS DATE 050708 SCALE SHOWN CEILING PLAN AND DETAILS I SHEET NUMBER 4 Dv OF 5 SHEETS 4 w �.. ., t ,fP pe. rixp• • , • '.:3 }:• ,! 'i'f' .,,,:,.h, �i t 1 .., .. . -. `:f,... �Y"•".M_'•,.�:. =�f . :.�T•Ih..,.. ._ _ «,��"""1. , R ,.. '•r.'F. � ` x _. 1 _ - _ `" l � .-,,,.,,+.1^p—l 1.�....-.• r.S r. xfilflr.yA1}� sMMYRW ICA.;�,•I..,v ..tR es 1113 , do l I1 ��jr0TqI,1� j1j �� �tlt�l i " Till r1rIrTf1 rI1I1Tr I � jr [111-11 Ir� rrl11rrII111 Z 3 all 1 ' • ' _ 1r121 � y N0.W PQM, • ` . r IMOI f'IiE101 I Ali ul�� il�u� I L11�1J1l11W-u�li�u L�uIiLI� ��-4" 11l1lllllll llllll lllll .11l� ll .��''.: y •w.:nrweo.+H•• •.*a++.lw•r•:oW+11t'E w...r.-' :-.+Y....wer ....a..:•�"r...T.YrA..�rw'r..s.+...�_.iC::..s .......e.1rW'.ar` Y....+A.+u � .. ... _ .-.- .. .. .w.. .... s+'t:a ! `.,....••+w. -..ws..'wl,+r�R..: ..�.re,.n:Yr..._ w•- .sr-r:.-..:w�'•w.r.•..+•wn...N,ebrialM �•;m., '_ _ i:i2:,..IIG. ..++*-....- - � g a ..yl. ,Y i t• I J I REVISIONS BY Hanger (Suspension) WUes (figures 5a and 5b) figura 5a Yrr.w r and perimeter wiles must be plumb whin 1 in b unless;(Setae 5a)rx�unter _ figure 2 Lateral (Force Bracing(figures 2 and 3) • ��' Lateral farce Bracin • constructed of iattr,and ter of board,screw or nal attached to 5ktptrty woes;are pieced(V#e 5b) .SourCe:ASTM c 06 SWIM 2.1.4 FIELD TECI,YNICIt[. INFORMATION � �� � " Application recommendations for work of the wall or ceiling suspended members that support a ceiling on one level extending from wial to weM I Hanger wires Shat NA 12 gags a(i d S,>rx;rad 4 beet on canter or 10 gage spaced 5 r shall be exempt from the lateral force txad%requrerrient✓.:. ,. r;t Ic;HI ext c:enlei. Sor.ce:ASTM C 636 y 0.Y:YO� • Lateral force tracing is the use of vertical struts(compression posts)and splay • Any connection device at the SUWAing construction shag be capable of carrying Suspension Systems for ` M�.. wires(see figure 2) rot less than 100 Pounds,Si GIST A 3-4 Acoustical Lay-'n Ceilings r. • lateral force bradng Is required for ceilings over 144 square feet and not • Powder driven shot-in-anchOrS are an approved method of attacturlent for danger 7 G•g• required for ceilings less than 144 square feet provided they are surrounded by wlfes. SourceState of Oregon,BLAMry COWS orvgion �P4q'aa _ b(•C• four walls and braced to structure.Source:State(.4 aagu),rarwong codec Ow"' • Telmimal ends of each,main beam and cross tee must be scpportecd wt)ih 8 hichus 46'W NU w few • Lateral Force Bracing shall be 12 feet on center(maximum)and begn no farther of each wall with a ryari Tteter wire(see figure 4&b b).serge.ciSCA 4,nes 3 4 fhan 6 feel frorn walls. Sousa:C1,SG4 Seismic zonvs 3-4 • Wires�W not attach to or tiBnd arouro interferl matyrral« i ng equipment. A figure 5b•CowrtorsiopMg This document has been reviewed by I lase IOU Main bpm 0Seismic splay wires are to be four 12 gage wires attached to the man beamtrapeze or equivalent drs.AW shall be u:.W where obstructions preclude direct Wires are arrayed 900 from each other and at an angle not exceeding 45°from suspension.Trapeze sir`pensions shag be a minimum of bark-to-back 114 inch � the State of Oregon, Building Codes the piano of the ceiling, souse:ascA Sbkrrw isms 3-4 a,id-rolled channels for spans exceeding 48 inches. Siring:ascA eorw:r-4 Division. In all builciin s, other than figure 3 • Seismic splay wires shail bF,attached to the grid and to the structure in such � M 9 Electrical fixtures Maximum Recommended Lengths for a marcher that they can support a design loam W not less than 200 pounds or structures classified as occupancy Vertical Struts the actual design IoW,vIlh a safety factor of 2,whichever Is greater(figure 6b). • light faltres weighing lass than 10 pounds stall have one 12 gage hanger wire sours:CISCA zrnws 3 4 connected from the frxttxe to the structure above. This wire may be slack. scarce: category III and IV, suspended callings EMT CONDUITCrscA Saisrric zoned 3.4 'Powder driven shat-in-ancha•s'wrLnen used for seismic application as part of Installed in accordance with the Jae'EMT conduit up to 5'10' the pra,%,riptive path in 9aLsmic Dasign t,alrxjoros D. E and F Shall have an • Light fixtures weighing more than, 10 lmurxds Arai Ire:;than 56 Ihs. shah have tv✓<t ICC-ES approval for seismic appliwtioris and shall require'special inspa;tion' 12 gage woes attached at opposing comers of the fight fixtureto the structure proscriptive provisions of the ` 1i'wr conduit up to-7'8' irrespective of the type of occupancy category the structure is in.Anchors for above.Those wires may be slack.Socrce:CISCA Seismic zones 3.4. 401-OREGON document are doemed ki�ker wires(5i�yed wiles installed for seismic purposes other than restraint)are • Liglit Fixlu(en weiglirtg rtxYe 11w)56 lits. Si dad oe Suppcwted try diroctty from Via figure 68 1"ElAr conduit up to 9'9' exempt from this requirement. Soucy-Stare of fir,euk*V codes 1>isron structure above. 1 hese wires roust be tacit ,Duce C6CA Seisrrxc roes 3-4 VWG@ 1 r„r, wAm o ftdw d the S't'ate of Or by vgorr,Building METALSTUDS . ,play� y supported from the structure above wires ore to boa wnNn 2 Inches of ttte conrxactbrt of the vertical sill to • Pendant rrtocrtted 1ictu'es shah be directly Codes Dlon to comply with it►a / vfisiSuspended caging. Source:CISCA Seismic:ores 3-4 using a 9 gage rote or an approved alternate support without using the Ceiling �io1 n•r"r°( �� Y Single 1%'metal stud(20 gauge) up to 12'0' • suspahsion system for direct support.scx.c., Crsca Saisr,•rrxzures 3.4 struawrai ooncrete statewide code Interpretation. -•- _ w9lo bracing may be used in lieu of splay wires. s.,uco:ASCE secaur 4.6.2.6.2 2 Back-to-back 1%'metal stud up to 15'0' • CeiGr%with plenums less than 12 inch 3s to structure are not required to have _ • Tandem fixttres may utilize corrrnon wires. c••r'�clip 5/8* , \ (���) lateral lose lreG i' rig.Source:Portknd 6uirdxng Department This document provides the IBC- �\. Mechanical Services s,,,r,,, Single 21h"metal stud(20 gauge) up to 13'6' • `,Jertical Struts must tate f."itivety allac;tiod to Ih o SusI_)Sion sWerns and tree • Terminals or servlcras weighing 21)IN;. brit not more than 56 Itr,. must trove two) referenced standards for the Instal- - - structure above. soars.•aSCA 3-4 Voll"rYe, wife Back-to-baric 2 J�'metal stud up to 15'0' • The vertical strut may he EMT conduit, metal studs or r to 12 gage��cxmrhectng them to the ceiling system hangers or lite structure �' lation of suspension systems for General Recommendations p� ry Compression above,These wires may be slack.Soyce:CISG4 Seismic ones 3-4 (25 gauge) t see figure 3 • Referenced merges per hieraro y: 2006 IHC(Intranational Building Code), -- - � (' ) Twiiital5 a services it nxite than 5G lbs. mist Ira ii figure tib acoustics{ lay-in ceilings. Incotpora- auce:Prxtl�►tderrldingDetDartmenr "'� .� "�"`�"�'sup- Society of Testing Materials(ASTM C 635,ASTM C 836),Amer-AnWall Moldings(figures 4a and 4b) parted directly from the structure above.These ere,must be tout. Sarco:crs'A tion of this document will mv(de a can Society of Civil Erxyrteers(ASCE 7-05)and Ceilings and Interstems ivote:Plenum areas g(witer uit rrv)15'0•wrw)we aorinaenry � s�a.rtn•Mrs• ' p br SycNcWtiM s. Wall mold • Sa�s(rxc zcxws 3-4 Construction Association(CISCA. nes(perimeter closure angles)are required to Nave a horizontal 2 Inches wide.One and of the ceiling grid shall be attached to the vvall mold- more uniform standard for Installation • Partitions that are tiw to the ci,,.'ng and all partitions greater than 6 feet in figure 4a irg, the other end shall have a 34 inch clearance from the wall and free to slkie. Seismic Separation J01ntS (figure 7) It and inspection. This document is height shag he Iaterrily txamd to tr.stncture BrAr;ing shah her IndKwxJent Arched Wall Molding Requirements sauce'ASCE 7.05 section 9.0.2,6.2.2 item b • For egg00 egging areas exceeding 2,5square feet,a seismic separation joint or full srrucw(ol cun«.t• of the calling splay bracing system. ser e rrlC:ecbon 162 r t 2 • Vdtmere suf�stantiating documentation has been provided to the local Jurisdiction, height wall partition that break;the ceiling shag bfl provided unless analyses are 1 z� �m�If 2'�w x designed to accomplish the Intent of performed of the ceilings bracing system,closure angles and penetrations tc • For further information rat bracing of non-load!ging partitions refer to / perimeter Gips may be used to satisfy the requirements for the 2-Inch closure u tion,, +� ••+-• +••r provide st lKcieni clearance, soLii ASCE 7 ob Nein 9.62.6.2.2 d the International Building Code(IBC) NWC©technical document#201. w"u ail)6 sour:e Share or aer3on,a,yang Codbs Dw�n Si laved grime bracing vire • AM main gams are!o be • The layout and location of the seismic separaticm joint strap be per the deslgrter with regard to the requirements for Meavy Duty(HD).Sour.7,ASr.,F 7.05 aeon 9.6.2.6.2.2a • The grid shall W attached at ten adjacent walls(pop rivets or approved rnethtod). 0 -� Soffits extending to a point at least level with the bottom plane of the grid gad of rrarxxd And noted on the pions If A so(smr:SApArAtictn)mint LS rtxluirFxd try the N • eros, the tees shall be capable of carrying design load without exceeding p designer, the designer may use the generic joint detailed in this document or a seismic design category D, E and F for deller;G«,equal to 1/3130 d its span.scrurw CISCA 3 4 irdepertdWily SuppCx18d ext laterally txacod to lite structure alxrve are deemed proprietary joint.The amount of free movementc to be equivalent to walls, Sarre:state of Urepon,B:rdiV codas ayskxr (gaP ifasir7n)Shall be a mm figure 7 inimu suspended ceilings and related Items. • r ♦ of 34 inch.Svun:r,.Stara of Geurn,adaifog conies l .is(on � 9 Those rttecxnrrterrcfAtbn,,ore intended la �..�. ♦ r•rYo w..n 4 � • Thorn shag twi A r nrmimtmh U Ira:h d8 arnrym from the noel of the grind systw)Fit Unless Su suspended ceilings including grid,panel or \ • In lieu of seismic separAtbn joints,thtexJ may tri divided into areas less titan supported by engineering,the tile. lklht fixtures and air to mina L9 welghing �\ un attached walls,Sours ASCE 7 05 serthx 942-6 2.2 nem b 2500 square feet by the use of partbor>v or soffits as follows: partitions shall extend ,suspension system shall be Installed no nxxe lite 4 Ib*. per square loot. Sowry figure 4n Spreader Bars pigunches re 4b) a mininum of 6 iabovra rho level of the plane of the¢1d and shall be Inde- ASCE 7.06 Mom 9A2.e.r • Spreader( > er)bars still loci used to prevent It re ori ds of,rte maim hwmb pendently braced to time structure above.Soffits shat extend to a point at least level per the requirements for Seismic De- Unattached Wall Molding Requirements • rrlo•Imum 7' N wro ties are to be three light turns and cross tees at perimeter wall9 from spreading open during a Seismic avant. with the bottom plane of the rao.grid and shah be Independently su ipp�ed and k�terally Q sign Category(SDC) D, f=and F per iT•mm► around Itseri within ttxae inclines.Twelve Perimeter wires sfmaM not be In Ileo of spreader bars. Sa.ce:CISCA Sanvrw.axrea 3.4 Graced to time structure above.S« •scar•at capon atrahp Cocrha OtA+bbrr (� mage Haq;er wire spacad 4 foot on center w,,u A, """ """ • Spreader tX,n3 aro not required at porimelers Were frJrYlEr/3 are attached directly • Oth,Hr than pArtnbra And soffits,SeLSrr,k Joir�tr i rrtrty rm1 be U9Ead A9 pert of A Ile � _ Z the IBC. Manufacturers recommen- - Q O piqure 1).srxceASrM c; ;sawn 2.S.a to closure angles. toted ceirmg o,,errmby unless substantiating documentation Is provided,Sousa: 00 dations should be followed. J • Changes In ceiling plat es will require posi- 0 `• .a.rd•a« • Wtrta tytrg lS An AtxxalhlAhlA AnrarTtAtive+to SIxr+AclAr Lars. YOM.M•� f� W live bracing, "::.. • Spreader bars ere not requireCi 11390 degree intersecting A'069 Or rondo is within Fwq.imO figure 1 Sar►ae A9r:F.7.04 Section 9.R.2.(4.:..!.Item 1, ruY 1r"•ri ♦♦ w••►v MRMt lL F-- ?- 8 Irx.'hA.4 01 ihle pedrT,eter Wall. YYYIYIYl1„ X N V rYwrrwr.r� ♦ • ` • Where substantiating doctr iontatlon has been provided to the lorall jurisdiction, ■■ ■ W^ r r1 `a perimeter clips may be used to satisy the regUi�ments for spreader bars, �i��1� X (D sauce:State of Oregon,aia tD Codec la'vislan S Mhklers ..r_ W W W I p F-- W 10^ r rWi,S i 17„.. s.:t-:"h3 i1,.i r.AJ•'3�Sr'EWSn.'I Sv3rF.M8 ft7r1 ACO:+SrrCAi LAYaN r truNCrtS For celings without rigid bractig,sp*04,5 Send penetratkxts shall have a 2.Inch offersiae ring,sleeve or adapter through the oQlfrlg tie to allow iree Q co v> O rikAonerll o f at IaHtil 1 inch 0 all ixx(mrdal diroclkm.F�rible deed ds� em 11'el can accorrYTiodale 1 Itch free rTxi ement shah Ix:,porrrillAd as tin X W ananmate.Soiree A cE 7 w 0,6.2.b..2.do n u CL Z Y z Q C7 W Q Q _ N W m � Seismic Design Categories D through F. alternate to th- requirement for 2 inch oversize rings, sleeves or anchors must comply with the new ICC-ES acceptance g g g c. SPREADER BARS. 3 g P Y P H 0 U W i- Buildin Codes Division � Statewide Code /nter,�retat/an adapters through the ceiling tile. criteria "ACh 93." lt'urOP19 with Onegunlans C. Effective April 1,2007, (with the adoption of the 2007 OSSC) i. Wire ties are deemed equivalent to spreader bars N O W to ensure safebuild/ng the following two additional opt;ons will be available based g. "Powder driven shot-in-anchors" when used l or seismic 3. Adhesive apchors: Graceperiod twPires April 30, 200h. in a constnation while N�; 2004 OSSC Section 1621. n ASCE 7-05 Sections 13.2.5 and 13.2,6: ii. Spreader bars are not required if a 90 degree intersecting a licatio❑ as art of the rescri five nth in Seismic Design the interim, adhesive anchors must tom 1 r with the Z Cl. supporting a padlrive 1 and PP P P P P B P ) cross or main is within 8 inches of the perimeter wall. Categories D E & F shall have an ICC-ES approval for previously issued at ceptance criteria "AC58." After that Z business c/Jnrune. 2007 ®SSC affective on April 1 2007) Section i. Shake table testing of componet]ts end their supports, to t p determine their seismic;capacities, in accordance with iii. Spreader bars are not required at perimeters where seismic applications and shall require "special inspection" date, adhesive anchors must comply with the new ICC-ES < 1613.1. coiling grid ends are attached to closure angles. irrespective of the type of"occupancy category" the structure is acceptance criteria"AC308." UL ICC Acceptance criteria 156. (Seztion 13.2.5 of the -- -- in. Anchors for kicker wires (splayed wires installed for 2004 OSSC Section 162 1.1ASCE 7-05.), or d. WiRE GAUGE: The minimum wire sire shall be US Steel Wire Please note that the grace pet-ods referenced above will not be ii. Seismic qualification by experience data based on Gage 412 (0.1055 inch). purposes other than seismic restraint) arc exempt fiom this extended 2007 OSSC Section 1613.1, ` ' requirement. Code Section: nationally recogt.i7Pd rroced�ares. (Section 13.'A.6 of Notes Specifac to Dessba Categories D through F VL Upgrading of Existing Ceilings; ASCE 7-02 Section 9.6.2.6 and the ASCE 7•-05.) As of the issuance of thly interpretation, approved load testing a. Lateral force bracing is required for ceilings over 144 square values for the use of'"powder driven shot-in-anchors"in a. Ceilings without Seismic Bracing. Where existing ceilings are ASCE 7-05 Section 13.5.6.2.2 feet. without seismic bracing, the ceiling s stem shall be brought normal-weight concrete over a meta., g> g y pan deck have not been g 2004 and 2007 for OSSC's and IL Northwest Wall& Ceiling Bureau - Technical Bulletin 401 b. Ceilings with interstitials aces less than 12 inches to framin established Until such time as approved load testing values are into substantial compliance with current code requir,;ments Code Edition: g P g g 2002 and 2005 for ASCE Standard 7. OREGON (Nff CB TB 4010R): In structures other than those are not required to have lateral force bracing. established, an on-site pull-test of such asserr blies is required. when 50%or more of the ceiling tile is altered, repaired or classified as occupancy category M or IV, suspended ceilings installed The-test shall demonstrate that the anchor can support a replaced as part of a general space alteration, or if all of the Date: REVISED:April 20, ?007 in accordance with the prescriptive provisions of NWCB TB 4010.8 are c. GRID ATTACHMENT: he suspended ceiling grid shall he minirmum 250 lbs for not less than 10 seconds and be conducted ceiling system is removed. deemed to eon I►with this dote rotation. attaehtd to two adjacent walls Soffits complying D(ii)(2) are P J rP lit;by aapproved testing agency. At a minimum, such testing Substantial Compliance means installation of the following deemed to be equivalent to walls. shalll be performed on 5%of the total number of wires but n4 items where required in new construction; Subject: Constructicn requirements for Suspended Ceiling Systems. NWCB TB 401OR contains information compiled from the different d. SEISMIC JOINTS less :5. Test samples shall be selected from dispersed locations, i. lateral force bmeing(splayed wires) applicable documents such as ASCE Standard 7-05, IBC 2006, ASTM i. For ceiling areas exceeding 2,500 square feet a seismic ii. compression struts Standard C635 and CISCA and is available at the following internet separation joint shall be providcd. The layout and On Site Test Failures iii. slack wires on all light fixtures and air terminals. I address: location of seismic separation joints shall be per the In cease of pull test failures, the testing agency shall notify the Question: What are the minimum requirements of the Oregon Structural S eciialt Code ht Hw,,vw. -,vcb.or t,ma es/resource files/401__OREGON. df desi r of record and noted on the plans. local jurisdiction. Ar increased level of testing, as described This requirement, does not trigger the need for; g P Y S P P below, shr,ll be conducted. All failed anchors shall be replaced. i. 2 inch closure angle as specified in section II for the construction of suspended ceiling systems? t V o this into shall be ii, In lieu of seismic separation joints the ceiling may be ii. Seismic separation joints Answer: I. The following options are available. applicable All the notes'to sections Il`ar, J' rP retadon divided into areas less than 2,500 square feet by the use Incrteased testing requirem nts iii. i inch movement in all directions around sprinkler cable in addition to the t p.!.•irements contained in NWCB TR of partitio-as or soffits as described below. 1. A minimum of 6 anche rs in the immediate vicinity of the pendants - a. An engineered ceiling system designed for appropriate forces, 4010.R' failed anchor shall be, tested. Tenant Improvement Designer: I. Partitions. Where used, partitions shall extend a is b. Prescriptive ceiling systems per CISCA standards as.provided III. Yhe Seismic restraint for suspended ceiling systems in structures minimtun of 6 inches above the level of the 2• In the event of any additional failure, all anchors placed on These upgrades are not required when:s 11 DERV COVP clas ;fled as Occupy Category III and IV, are required to be the same da shall be tested. i. removing po-'ions of tiles or panels and/or grid to alter below, except for ceiling systems in structures classi lied as ancplane of the grid and shall be independently Y P.O. Box E 0:eu ane category III or IV: designed for the specific project and the anchorage of the ceiling braced to the structure above. du-,cork, sprinkler pipe, etc. P y g ry Load testing results are required to be submitted to the local ii. portions of a ceiling are removed onlyto facilitate the Beaverton, Oregon 97475 system is required to be periodically special inspected in Seismic g q p 8 i, in Seismic Design Category C, construction in accordance Design Categories D, E, and F in accordance with the provisions of the 2. Soffits. Where used, soffits shall extend to a jurisidiction for approval prior to the ceiling grid inspections. installation of sprinkler piping. Phone: (503)526-0622 with CISCA star..d:xIs for seismic zones 0-2, point at least level with the bottom lane of. the FAX: (503)574-.2040 current edition of the Oregon Structural Specialty Code. P P All of the notes In rrecdon IV of this interpretation,shall be grid and shaii be independently supported and The International b. Ceilings without Compression Struts. Where existing ceilings _--- Expansion,Screw In and Adhesive Anchors. Internationalhave seismic bracing but do not have compression struts at the DRAWN applicabk in addidon to the CISCA requirements. I V. GENERAL NOTES. The ollowin notes area lfcable to sections I laterally braced to the structure above. g P f g pp Codes Counsel-Evaluation Services (ICC-ES)has recently center of the splayed wires, the addition of compression struts AS ii. in Seismic Desigi. Categories D through F, construction and ll: iii. Other than partitions and soffits, seismic joints may not issued new acceptance criteria for the anchors noted above. In will only be required when and where the grid is replaced, CHECKED in accordance with CiSCA standard for seismic zones 3 a. SPECIALTY CEILINGS. Specialty eeflings, must be installed be used as part of a fire rated ceiling assembly unless order to give manufacturers time to complete the approval altered, raised or lowered. _ LJS and 4 with modifications as noted in ASCE 7- 02 or using an engineered design and may not use the provisions of substantiating documentation is provided. process,the Building Codes Division is authorizing the DATE ASCE 7-05 standard. this interpretation. Specialty ceilings include but are not iv. The minimum movement that mast be accommodated at following grace periods effective immediately: 050708 limited to those: seismic joints is % of an inch. l l ling Codes Division staff has obtained clarifications from both the ASCE SCALE Ill of the notes in sections IV and V of this Interpretation i. Incorporating arched ceilings, curved or curvilinear ana CISCA staff regarding the intent of provisions in their respective SHOWN rp g g e. PER1MEfER CLIPS: Where substantiating documentation is 1. Expansion anchors: Grace period expires November 30, documents. Both documents intended to allow the prescriptive construction of shall be aynplicable in addidon to the requirementy contained ceilings or sloped ceilings; or provided, perimeter clips may be used to satisfy the following 2007. In the interim, expansion anchors must comply with suspended ceilings in accordance with the methodology provided in the SUPPLEMENTAL CEILING INFO in ASCE 7- OSS or ASCE 7-05 and the CISCA standards for ii. Havingno direct connection to the surrounding walls or requirements: the previously issued acceptance criteria"ACO L"After that -�- S appropriate CISCA standard slung-with the modifications listed in the ASCE 7 SHEET NUMBER date,expansion anchors must comply with the new TCC-ES document. Building Codes Division #Department orConsurner and Business Services#State of Oregon -� supports, such a5 "fire floating" or"cloud" ceiling i. 2 inch closure angle acceptance criteria"AC 193." Richard S.Rogers,Structural Program Chief 1535 Edgewater NW Salem,Oregon#PO Box 14470 Salem,OR 97309-0404 elements. ii. Spreader bar requirements Richard Rogers, a tate ti 503 3 503-3784133 ♦TTY 503-373-13581 Fax 503-378-2322♦b re on. v LL 2. Screw anchors: Grad period ides A rU 30 2008. In ��--�•-u ( 78-4472 ��--8-'--�- f b. TILES. Suspended ceilings installed to this interpretation may f. Sprinkler Heads: Flexible head design that can accommodate 1 � p ' use either sLandard acoustical lay-in ceiling panels, to lar or P the interim, screw anchors must comply with the previously In occory once with D,lR 9/d-008-01.10,the in tmratiart contained/n this statewide code Int notation tr Y g P ' � y p issued acceptance Criteria"AC 106."After that date, SCCeW 5 inch free movement in an direction shall be permitted as an legally binding on any pony involved in activities regulated by applicable Ch+fgon/aro,applicable(hegnn regulations ket•fed ceiling panels. or the state building code./fthe htformation contained M this stotewlde code interpretation Is cited as a bask __ _ 4 _ 5 - _2 O� for a civil infraction,a representative orthe furlsdietion must cite the lmerpretatlon number found in this document. _3 _ OF 5 SHEETS L� �';�'n.','!►-'�,.1i.'�EI•w+J::' -- - .. .. _ - .. 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' � FA' AA kA �`_-.►7� - --Mo•s.ibi7_._.__ _. ,_ -_-__rr�irovuM _.T-- - - ._._-_ �drYM.-- -- -- .. __ •i�al7rfA.'r --- --_-- - --' - 'u•wh a i• :y __ -_ _ _ -- -l�rx7t•t4h `` I I ►s f 1 AMPI A iiiiiiii ilia1' ir . 1 I /11 ► I ■ice , mu 1 • 1 - EUhdid Lei � I / r l + �� I 1 • r Elm '7 .• • • 1 '•� I I 'll i I I li 1 r .41 1 + I I 1 � - R / i • 1 1 M 1 uuuvu MOM I 111111111111111111opq ,t J S:n S,t a3 i S:c J a. 71: : �1 { � PROFF HVAC SYMBOLS � MECHANICAL CODE t` � DUCT FITTING SYMBOLS _ _ _ I�Olri FAN POWERED TERMINAL UNIT M EC H AN NOTES ��� ��,�g�$PES q DOM F t f� �� �InIF S�E LINE SA S(xJPD ATTN. SHEET METAL (SIN(�.E LINE) ��� DOUBLE -- Comm CFM CODE HTG CODE INLET FMN MOTOR ELECTRIC FEAT WEW MANUFACTURER DUCT SYSTEMS - rj" C I -i DESIGN CFM ESP LdS. ALL DUCTWORK TO BE SEALED AND INSULATED PER 1317.7 & 1317.8 OF THE N 2 �100� A- R=D LESS THAN 15' SA SOUND ATTN. SHEET METAL (DOUBLE LINE) MAX MIN COMFLIAPNCE CFM COMPLIANCE PRESS KW STEPS & MODEL NO. 2007 OREGON STRUCTURAL SPECIALTY CODE. �� �,� � � � 115.`L"� r - BARE OR INSULATED METAL DUCT (SINGLE LINE) FPB-1 870 420 () 420 Q 0.35" 450 0.15" 1/3 6 2 100 TRANE VPE:F1OQDDO4AD2 Q (;�� N(',n� \�jT W. G� PIECE FI-90 W _ -30 BARE OR INSULATED METAL DUCT (DOl1BLE LINE) FPB-2 905 420 0 - 420 Q 0.35" 485 0.15" 1/3 6 2 100 TRANE VPEF IOQDDO4AD2 02 8v`4 ' �� 31, �0�° R=W E FPB 1065 420 �1 420 01 0.35" 645 0.15" 1/3 6 2 100 TRANE VPEFIOODD04AD2 (2� REVISKM: � FLEX DUCT (SINGLE LINE) RADIUS ELBOW ROLM� DUCT: UP OR DOWN 1 0.4 CFM/FT2 OVER 30' 2 CONNECT TO EXISTING BUILDING CONTROLS BP1pIUS ELBOVy 1"-------�-+ B BUTTERFLY DAMPER i CHEDULE OUT5IDE AIR (VENTILATION) REQUIREMENT5 RADIUS T T THERMOSTAT. WALL MOUNTED TERMINAL UNIT T 5 Tom; ELBOW (RND) 8 S SENSOR MANUF'ACTLM COOLM CFM CODE INLET ELECTRIC FEAT WET AREA VANES OVER 30' ECG EGGCRATE GRILLE DES'` & MODEL. NO. MAX MN COMPLIANCE PRESS KW STEPS LBS. ROOM GROSS NET 1 OCCUPANCY + s* VENTILATION REQLM SUPPLED SYSTEM ®----4 ELEYAII� ELEVATION [ - � RA RETURN AIR: UP OR DOWN " - - 108 STORAGE 88 FT2 88 FT2 4 OCC_S 1000FT2 = 0.352 - 0.18 15_CFM/OCC = 2.64 CFM 76 CFM FP_B-1 - MITER f1 IA�W ��.� (=------; OSA OUTSIDE AIR: UP OR DOWN TU-1 TRANE VCCF12 Q 1005 490 0 - 0_35 40 109 PAY 103 FT2 103 FT2 7 OCCS/1000FT2 = 0.721 = 0.36 20 CFM/OCC = 7.21 CFM 52 CFM - _FPB-1 SA SUPPLY AR: UP OR DOWN " - _ 117 LUNCH 281 FT2 281 FT2 50 OCCS/1000FT2 = 14.05 7 20 CFM/OCC_= 140.5 CFM 140 CFM FPIB FRC�A ABOVE FROM ABOVE 110 ♦--- AIR VOLUME, CFM TU-2 TRANE VCCF 12@2 1015 700 1�1 0.35 40 - --�- 8x8- DIFFUSER NECK SIZE 103 OD 82 FT2 _82 FT2 % OCCS 1000FT2 = 0_.5_74 = 0.29 20 CFM OCC 5.74 CFM _ 59 CFM FPB-2 1 0.4 CFM/FT2 105 CONSOLE 141 FT2 141 FT2 20 OCC�1000FT2 = 2.82 = t41 15 CF�OCC_- 21.15 CFM - 65 CFM FPB-2 4W�--BLOW DIRECTIONS ?41 FT2 141 FT2 20 OC _ 6 -B B { R8 REBALANCE EXISTING DIFFUSER TO THIS CFM 2 CONNECT TO EXISTING BUILDING CONTROLS 106 CONSOLE CS 1000FT2 = 2.82 = 1.41 15 CFM OCC = 21.15 CFM 51 CFM FPB-2 �Y SUPPLY & 15WX- (33)- RELIEF AIR CFM THRU UNDERCUT OF DOOR _ 126 CU 128 FT2 128 FT2 20 OCCS��OOFT2 =,2.56 = 1.28 15 CFM/OCC = 19.2 CFM 65 CFM FPB-2 Scott r r. Cruz REIN AND FLOW DIRECTION EX H AU 5T FAN 5C H E D U LE 107 KIDS 68 FT2 68 FT2 60 OCCS IOOOFT2 = 4.08 = 2.04 15 CFM OCC = 30.6 CFM Y 40 CFM _ FPB-2 CEF-1 CEILING EXHAUST FAN N0. 1 100 CONSOLE _ 170 FT2 170 FT2 _20 OCCS 1000FT2 =_ 3.4 = _ 1.7 15 CFM OCC =_ 25.5 CFM 119 CFM FPB Engineer 12 -- 30' 15'MAX •0 �1 FAN POWERED TERMINAL_ NO. 1 DM MANUFACTURER CFM SP MOTOR WEIGHT 101 CONSOLE-_ 170 FT2 170 FT2 20 OCCS 1000FT2 = _ 3.4 = 1.7 15 CFM/OCC = 25.5 CFM 69 CFM FPB _ LBS 102 OFFICE 347 FT2 347 FT2 7_OCCS 100OFT2 = _2.43 = 1.22 20 CFM OCC = 24.29 CFM 140 CFM FPO m NE Vewct�u�t wu N sort �ro B RETURN �1 TERMINAL UNIT N0. 1 AND MODEL _ J/? -- - mm- C CONNECT TO EXISTING - -- - - -- v M car -u� ���� TAP 110 WAITING 626 FT2 626 FT2 Ci0 OC�1000FT2 = 37.56_=18.78 15 CFM OCC = 28t7 CFM 177 CFM TU-1 [-.w-:r�o�coranxi 15'MAX »0 •0� 118 EXAM� 99 FT2 99 FT2 20 OCCS/1000FT2 =- 1.98 = 0.99 15 CFM OCC = 14.85 CFM 15 CFM TU-1 W1_� IBANSITIO ! C REMOVE TEMPORARY CAP & CONNECT CEF-1 GREENHECK SP-B90 1 75 0.25" 50 WATTS 10 LBS _ "B" F TO DIFFUSER E EXISTING TO REMAIN � 119 EXAM 99 FT2 99 FT2 20 OCCS K�OOFT2 = t98 = 0.99 15 CFM OCC =_ 14.85 CFM 15 CFM TU-1 N Eiuo�.owc OR GRILLE K CAP EXISTING 1 CONTROLLED BY THERMOSTAT 121 PROCEDURE 397 FT?. 337 FT2 2(�_ OCC�IOOOFT2 = 7.94 = 3.97 15 CFM�C_= 59.55 CFM _ 102 CFM TU-1 W1 -W1 TEMPORARILY CAP EXISTING O 104 TEST 64 FT2 64 FT2 20 OCCS 100_OF`T2 = _1.28 = 0.64 15 CFM OCC 9.6 Cf 11 CFM TU-2 + 112 WAITING 701 FT2 701 FT2 60 OCCS 10C10FT2 = 42.06 = 21 15 CFM OCC = 315.45 CFM_ 216 CFM TU--2 TURNNG W2 TtJRNVG B�' R RELOCATE EXISTING - - W1 VANES W2ti VANES SUPPLY & �____________� X ��,IpyE EXISTING 111 HALL 297 FT2 297 FT2 - OCCS 1000FT2 = -- - 0.05 CFM FT2 � 14.85 CFM _ 20 CFM TU-2 + SUPPLY & URN 114 TESTING 81 FT2 81 FT2 20 OCCS 1000FT2 = t62 = 0.81 15 CFM UCC = 12.15 CFM 9 CFM TU-2 W2 115 EXAM 99 FT2 99 FT2 20 OCCS 1000FT2 == t98 0.99 15 CFM/OCC = 14.85 CFM 12 CFM TU-2 lIIEB ELBQW BRANCH 1-OOFT2 ---- -- --- TEE 116 HALL 155 FT2_ 155_FT2 - OCCS t000FT2 = - 0.05 CFM/FT2 = 7.75 CFM 11 CFM TU-2 RECTANGUI-AR 173 _EXAM_ 99 FT2 -99 FT2 20 OCCS lDOUFT2 = t98_= 0.99 15 CFM/OCC = 14.85 CFM 12 CFM TU-2 124 EXAM 99 FT2 99 FT2 20 OCCSL1000FT2 = 198 = 0.99 15 CFM OCC = 14.85 CFM 12 CFM TU-2 125 STORAGE 150 FT2 150 FT2 4 OCCS 1000FT2 = 0.6 = 3.97 15 CFM OCC = 4.5 CFM 9 CFM TU-2 1103.45 CFM 1497 CFM 2 3 - + PER OREGON STATE OMSC, TABLE 403.3 ++ AVERAGE OCCUPANCY PER GMSC 403.3 1 NET OCCUPIABLE SPACE - GROSS AREA MINUS CABINETS, EQUIPMENT. ETC. 2 OUTSIDE AIR TOTAL COMMON VENTILATION SYSTEM - BASED ON ASHRAE STANDARD 62.1-2004 3 ASSUMES EXISTING RLDING VAV SYSTEM PROVIDES 30x OUTSIDE AIR FOR VENTILATION STRAP HANGER UNISTRUT - BEAM CLAMP - BEAM, JOIST HANGER LOAD RATED P57C6S OR CHANNEL STRAP FASTENERS WITH DOUBLE PREFERRED SET SCREW hIUT & ATTACHMENT --I WASHER _ _ --- � 10 -__- _ _ - -DOUBLE --� WASHER --- -- ----- ------ ----- --; - -' - M0.1 HANGER T- WASHER- NUT -STRAPS��' DISCHARGE DUCT- CONNECTION TRANSITION i COLD DUCT � � Fpy{ P1000 UNISTRUT ,-WASHER AND ,�TO SIZE OF DUCT AS SHOWN. 1,11 �• 4 CA i ---- --- --'-- � ------ ----- - T------ -- - -- - - --._.. (2) NUTS Y4" BOLT LOAD RATED FASTENER AND 12»MAXIMUM _ WASHER SPACING � ALL --J WASHER 4- SIZE IAS SHOWN. "`Dd C7 L & WASHER HANGER UNIT 3" SLING TO RETURN THREAD DOUBLE NUT RSD TAB --- � AVOID AIR 4 FT SA METAL � (� LL Li `�HANGER STRAP SUPPLIED 1 BAND OF SAME SIZE DISRUPTION OF MINIMUM CTTY OF 77 Q � � (A () NOTE. OF UUNART SCREWS MIN AS HANGER STRAP INSULATION IT Awa" ��> Lui' � Ow CAN SUPPORT UNISTRUT BETWEEN BOTTOM ANGLES WITH ALL THREAD D Conditionally A ••••:�::•»« O ROD WHERE SPACE IS AVAILABLE TERMINAL UNIT SQUARE DUCT LOWER ROUND DUCT LOWER FAN POWERS go Follow..".,�,,.;....;...� ] O 8 HANGER ATTACHMEN�I rT� HANGER ATTACHMENT s TERMINAL UNIT INSTALLATION ,� � W am UPPER ATTACHMENT PARALLEL STRUCTURE 9 HANGING > h ��' �0-1 NO SCALE JNO SCALE M0.1 NO SCALE M0.1 NO SCALE M0.1 NO SCALEA 0 a BY: N�IIa 0 ROUND OR © Z FLAT OVAL DUCT � N Z "UNITED McGILL" AS SHOWN T ROUND OR FLAT --� SR(+)TXL "UNITED McGILL" 1.. LC OV/,I. DUCT' EITHER LOLOSS 90' CROSS SR(+)TLR REDUCING BOTTOM OF _ ANGER STRAP STRUCTURE dQIE: N HARD CEILING LOCATIONS. VOLUME DAMPER TO BE SIDE A5 SHOWN LOLOSS TEE (� OR UNISTRUT LOCATED N HORIZONTAL DUCT. DAMPER ROD EXTEND TO V 1 ROUND - YOUNG MODEL 315 REGULATOR BOX ONLY, eN CEILING. 5 PIECE FLAT OVAL DUCT RETURN ` ' --------- -_ --- -- ROUND OR FLATGORED ELBOW SIZES AS SHOWN DUCT - OVAL DUCT EITHER "UNITED McGILL" MREDU EXTERIOR �BOTTOM OF SR(+)TLR REDUCING -"x-" • DATE ISSUED: �E; N HARD CEILING LOCATIONS, IN$�ATION-� ANGER STRAP STRUCTURE SIDE AS SHOWN SR(+)TXL /-"UNITED LOLOSS TEE VOLUME DANPER TO BE LOCATED IN OR UNISTRIJT I_OLOSS 90' CROSS COUPLING AEND -� ` B HORIZONTAL DUCT. DAMPER ROD ROUND --`� FLAT OVAL DUCT MOT DATE: EXTEND TO OUNG MODEL. 315 �JppLY r� DISTANCE BETWEEN TAKE- ^°��2008 TRANSITION TO ROUND - REGULATOR BOX ONLY, N CEILIF:G. DUCT rrr SIZES AOS SHOWN OFF'S TO BE 8 DUCT DIA. CHECKED: DUCT SIZE SHOWN -_.1-___ _ VOLUME DAMPER WHERE POSSIBLE OTHER ACCEPTABLE S.� TRANSITION TO UNIT MAY BE BUTT 4'-0" ( OCKNG HANDLE PER SPECIFICATION - C COUPLING FITTING & TYPES S UNIT SIZE CONNECTED TO RECTANGULAR MAX*"" END - - DISTANCE BETWEEN TAKE- "UNITEDILL" DESIGNER: FLEXIBLE PULL LINER OF FLEXIBLE DUCT TIGHT BEARING OFF'S TO BE 8 DUCT DIA. NOTE: ROUND DUCT SIZES XXLR G SC •- DUCT CZE SHOWN DUCT - AND SECURE WITH PANDUIT STRAP `-- LOCKING HANDLE PER SPECIFICATION WHERE POSSIBLE ( ) FLEX DUCT -- MNTERED 90' OTHER ACCEPTABLE AS - • REDUCING LOLOSS __ �" ELBOW WITH ROUND DUCT SIZES FITTING & TYPES " CAD OPERATOR: SIZE AS SHOWN _- _-' / _1 A�ITERNALLY INSULATED PLENUM. �- TRANSITION OF FRANCH DUCT SIZE TO UNITED McGILL 12 MN. EXTENSION �' CROSS � 1" METAL 12" HIGH BY SIZE OF GRILLE MAXIMUM DIFFUSER SIZE j4 OCCUR AT THIS VANES AS SHOWN -"0 �(ITED M RETURN i PONT BEFORE. F LEXIBLE DUCT UNG LOLOSS Y-BRANCH BEFORE CONNECTDNX DUCT PARACLETE JOS: � i RETURN OR EXHAUST GRILLE. FLEXINLE 12" MN. EXTENSION 90* C s08t L__::___ T-BAR SECURE TO CEILING SYSTEM DUCT PULL LINER OF FLEXIBLE DUCT TIGHT 90 CROSS r AND SECURE WITH PANDUIT STRAP Y-BRANCH BEFORE FLEX DUCT �. TERMINAL UNIT --/ CEILNG1 HARD CEILING LAY-IN TILE CEILING I ALEX VELOCITYDOFFICE COPY LOW VELOCITY FLEX DUCT L CEILING ROUND DUCT EXHAUST OR - �-SECURE CEILNG DIFFUSER TO CEILING SYSTEM TYPICAL LW VELOCITY DUCT TYPICAL HIGH VELOCITY DUCT 5 TERMINAL UNIT INSTALLATION DETAIL _ 4 RETURN GRILLE INSTALLATIONK"3� ROUND NECK DIFFUSER INSTALLATION 2 CONSTRUCTION DETAILS 1 CONSTRUCTION DETAILS �-i NO SCALE M0.1 NO SCALE �-i NO SCALE M0.1 SCALE: NOPE M0.1 SCALE: NOPE DRAWINGS DONE FOR JNB MECHANICAL INC. 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