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., ADDENDUM NO. 2
PROJECT DIRECTORY DEFERRED SUBMITTAL LIST DRAWING INDEX
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0*?AW CO+111TACRW O/US Norenvw P*d Mww ELECTRr-41 SYSTEMS
1500 MW First Ave,Sirs 1100 •MnK 8hsppard: JYn.Sha{lpardoopuNtw.00m EXIT ILLUMINATION
PwIWW,OrW 97201 T«Nph"(503)793-1490
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Fa(603)916.8964 "VAC SYSTEM CS COVER SHEET a a ■
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81.1 Ccx*PLANS ANALYSIS ■ ■ ■
ARCHITECT !Ai AmM*ott hm m omwer. OAiwNr011srdrbo'com A1.1 stanmED cExwo ANO LIGHT INSTALLATION GUIDE ■
1121 SW S@Mw SWO AUTOMATIC SPRNUR SYSTEM
Bulb 100 All FLOOR PLAN
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Polus .O"m em Al•l DOOR a FRAME YFfs ANo DOOR scHEDuE ■ ■ ■�I l
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AE1 INTERIOR DETAILS (m rL
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88.1 FLOOR FINISH PLAN ■ • ■
ALL FNIISH WAIENAE,LEGEND a FLOOR TRAMNTM OETAU ■ ■ • Uj
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ASa INTERIOR ELEVATIONS
AEI NTERMOR ELEVATIONS
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C1�'I t Its PROJECT OM
PROJECT SUMMARY ,
Bui��N�o�u
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P'IVOJECT NAAIE: PROFESSKWAL LUIBVLITYFU D
PROJECT ADDRESS: UPPER BOOAIES FERRYROiAD, Tn4W.
OREGON
GENERAL NOTES
THE SITE PLM AM SUITE LOCATM PLM TME PROJECT IDEMnF1E9 WK OVWFIC REFStE ��1T S WT;�E-p TO l��MWMaLM n0N L OCA TION OF WORK
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EGRESS THROUGH INTERVENING SPACES IS ALLOWED
WHERE SUCH ADJOINING ROOMS OR AREAS ARE `� 311545
ACCESSORY TO THE AREA SERVED AND PROVIDE A
DISCERNABLE PATH OF EGRESS TRAVEL 70 AN EXIT FA T R I C IA L. NIXON
PER SECTION 1014.2(TYPICAL THROUGHOUT)
tA PURI LAND,OR
EGRESS THROUGH INTERW N)NG SPACES 15 ALLOWED – MEETING ROOM ACCESSORY EGRESS THROUGH INTERVENING SPACES IS ALLOWED MEETING ROOM ACCESSORY — EXIT ACCESS TRAVEL DISTANCE 3W 1-- — MEET9<+ROOM ACCESSORY
WHERE SUCH ADJOWINf W)OL"i OR AREAS ARE TO B OCCUPANCY LOAD 0 WHERE SUCH ADJOINING ROOMS OR AREAS ARE TO B OCCUPANCY LUAD® MAX.LENGTH PER SECTION 1015.1 TO B OCLUPANCY LOAD® nr. 0�
ACCESSORY TO THE AREA t:ERVED AND PROVIDE A IS SFKX:CUPANT. ACCESSORY TO THE AREA SERVED AND PROVIDE A 15 SHOCCUPANT. (SPRINKLERS PROVIDED);ACTUAL 15 SFIOCC.IPANT.
DISCERNABLE PATH OF EGRESS TRAVEL TO AN EXIT DISCERNABLE PATH OF EGRESS TRAVEL TO AN EXIT DISTANCE_14V
PER SECTION 414.2(TYPICAL THROUGHOUT) PER SECTION 1014.2(TYPICAL THROUGHOUT)
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CODESUMMARY MARY LEGEND ACCESSIBILITY REQUIREMENTS Q
L APPLICABLE CODES: SITE. THE SITE AND BUILDING CONFORM To CHAPTER 11 OF THE 2007
STATE OF OREGON 2007 EDITION STRUCTURAL.SPECIALTY AREA OF WORK. OREGON STRUCTURAL SPECIALTY CODE.
CODE AMENDMENTS,BASED ON 2008 INTERNATIONAL 2 PUBLIC ENTRIES ARE PROVIDED AND IS ACCESSIBLE.
BUILDING CODE EEOIC B OCCUPANCY GROUP REQUIRED EXIT DOORS ARE ACCESSIBLE FOREGRESF
it. IUM.D/NG SUMMARY: �--"+
AN ACCESSIBLE ROUTES ARE PROVIDED TO THE PUBLIC WAY FROM
•
1 1 REQUIRED EXIT DOORS ul
BUILDING TYPE.- II-B,SPRINKLLRED ►...... A••3OCCUPANCY GROUP O
BUILDING OCCUPANCY: B OFFICE d A-3 ASSEMBLY VESTING AUT'MORrYM. CITY OF T►GARD 0
ACTUAL TOTAL BUILDING AREA: 74,368 S.F. ------- EXIT EGRESS PATH
W. OCCUPANCY SUAGIARY.•
TOTAL SQUARE FEET: 15,074 S.F.(+/-) AC ACCESSORYUSE WINO SEPARATION REQUIRED AND
B OCCUPANCY, OCCUPANTS 0 100 S.F./PERSON:140 CALCULATED AS PART OF MAJOR USE FOR AREA AS
C w A OCCUPANCY, OCCUPANTS ADDED BY ACCESSORY USE AT PER SECTION 303.1,EXCEPTIONS
15 S.F./PERSON:130
TOTAL OCCUPANCY.270 X ROOM OCCUPANT LOAD(OR TOTAL FLOOR
IV. EMERGENCY SYSTEM STAN0ARDB: OCCUPANT LOAD)PER SECTION 1004.
A. BUILDING TO BE FULLY SPRINKLERED
B. BUILDING TO RE FULLY SMOKE DETECTED. ADD SURFACE (XX) ACCUMULATIVE OCCUPANT LOAD
MOUNTED SMOKE DETECTION IN CIRCULATION AREAS
SMEEr TITLE
WHERE INTERNAL CIRCULATION OCCURS IN EXCESS OF ® ®+ EXIT SIGN W1 INTEGRATED DIRECTIONAL ARROW
20'. SMOKE DETECTORS TO BE TIED TO BUILDING ALARM WHERE OCCURS AT ALL EXITS,EVERY 100'IN
SYSTEM. PROVIDE DETECTORS AT A RATE OF ONE PER CORRIDORS,AND IN SPACES WHERE 2 MOE ARE
l
ONE THOUSAND SQUARE FEET. REQUIRED PER SECTION 1011.SEE ELECTRICAL
C. BUILDING TO BE EQUIPPED WITH A VISUAL STROBE DRAWINGS. (W/POCHE INDICATING-EMIT'TEXT SIDE I —
SYSTEM. OF SIGN.)SIGNS SHOWN IN CORRIDORS ARE CEILING I _
D. PROVIDE EMERGENCY EGRESS LIGH�7NG FOR THE HUNG.SIGNS SHOWN ON WALL ARE WALL HUNG.
EGRESS PATH IN ALL PUBLIC AND TENANT SPACES.
MINIMUM INTENSITY SHALL NOT BE LESS THAN 1 REQUIRED EXIT AND EXIT EGRESS DIRECTION
FOOTCANDLE AT FLOOR LEVEL ALONG THE ENTIRE E I –
LENGTH OF THE PATH. CONNECT TO BUILDING FEC FIRE EXTINGUISHER CABINET I __
ELECTRICAL SYSTEM.
E. PROVIDE EXIT SIGNAGE EXI r SIGNAGE SHALL BE
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CONNECTEDREV.NO.2 08.10.07 TO BUILDING POWER SUPPLY WITH BATTERY I�t REV.N0. 1 07.27.01
&ICK-UP FOR MIN 1-112 HOUR DURATION.
V. ADA ACCESSISNJTY:
DATE: 07.05.07
A. BUILDING MEETS THE ACCESSIBILITY LIST AS OUTLINED IN
OSSC if 13.f.1.
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" SUSPENDED CEILINGS FOR NEW CONSTRUCTIONS GENERAL NOTES. 04PAfMIA L NIXON
PART L SUSPENDED CEIUNGS FOR NEW CONSTRUCTIONS PART ll. NWC8 TB401 'BIASED ON COPCG ERE NOTED POW LAND,I3H
-- -L - ------LWH __�_�____ PART All. SUSPENDED CEILINGS-ENGINEERED DESIGN(COPCG�
fislammed sourtes Pw H E.Hangw Wins. A.General. OF Q
1.2105 and 20M 1aC.(Ater I -IIIorsal auNft Cob) Parlrahs 1 RecommerHdatbns 1.H&o o atoll be Wood and mead ate noted below. N hangar snot be a sdt arnmoisd mrd An'erowered demo"bit a suspended aft shat be designed and oseilled by an arctra
15ptlESB �.�
Z AMerlow Sod*of Tooft Mohm di.(ASTIW 6^AAh1MC dttg) PWSIM tlW a bad to the oMkg and d partitions presser tion 5 fest in hsip shd be dad wire.
1508 iESS + , x Mwiom►society d CMI Engineers GiWO-02 Nar top�(ASUT-96 f r WO Ybm*booed b re drucor e. Wooing61Wbe inddperdMt d tis aitkhg splay W&CAV of�� �ed In til Stafe waits to project occurs. Engineered sytrmw Miall+include e
.�� AM spurn.(ABC awalm 1621.1. app«t d fig,rnecordcal syerms or p rboorw
4.Caande and kterbr Sysama Co strudlon Aedocielion.(CIM) t.trite edema (mos i location (in'k of - Dianndldr Amrrme Go
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S.Nulw+aa Wd and CeaIng Burow swpo son eyatame br woug"lay in tarYi9e• N n+i booms tea b be�y Duh;(ISD)(ASCE 7-02 am?962.6228) (nhsntx )h bait (In haws) INuntvr
Tsdutcsl Sulolin 401-GN.(NWCM 1"f) &OdNsuon lkNrpahr _ 4 taw on-anter 0.000 12 AS1VC 536 B. Pwmft/ pplit�atlon. ti
d.COV d t'ortardd•Ome9un Cods Gukla ler etuepMded aarhps dated February 2005.IO�Co) ID ileo d Its Won. �mra 34) - ----- --- --- dial kidude f w coon d owWAd drawings and spedketions,and ono oWy d csiousdi e, I �
\\46 g•MAX AV duo ked whoul"weding dsleabn equal 5 belor-anter OA02 10 (ASTMC 638; awordkg b an arpiraered dosio
4.t"t LlahMdYar 2.A Wigaw ehd be sttac ad b oiling wepers on members and b support above wad a PAPre'by an wd*jd or engineer mgidued in io art winos Bale project omn. The
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tlal�lI rid atm WM to afftg eyairn'a opacity b mart wrtcol bade and esrndc Wada �•
� sensed aaNaOw glee 1.6 w lnerndod b velli aa d pr IDG. Thiess reaorrrrndrndetlonr a librhdsd ler sePwndwt Yirps lndudrg grid,Wnal or do, nniikrarn Uee tttl ins vlrnh 3 Inch MipW.(,aura ASTMC 636 ITEM 2.3.4)foo
Arhh u..nipMahoe vvNh ahppicabie rode dhnpbrs and etarhdardd;ether
nrwed spore N*A WOPCO)men be ddbvnd wa Iia sporovei at Ilia,Msrd dion Will Ibhm and ak ltnrdnir
liahrlrsa AatDtkulM.{.MiA) ANm 9d.Z6 i) ��no morn tines 4 tis.pen aquae loot.(ASCW 1-02 ,.
12 G"SPLAYED BRACE WIRES s Caft Piaw Clhahges �M�th p a irst popes or cA,cta. w►sro r a ,r,Nr NAPWWW�owable c rine warW�shell r�app priob wbehira a ing,ts, and
agars an eloped Way NK
A.00*181 Compliance withthe 10C. Banged in 09116V Pin re will require pow"bracing.USCF 7-02 aocMrn 9.6.2.6.2.2. a.)Wket more flan one in etc out d piano and have pouter ebplg waree maraAedLrwa dam and ICC-ES Evaluation Reports.
+• 1.Coal WA Dlaaiaab fir: --- d"rn f.) added.(ASTMC 636 secAm 2.1.4)
n
•� a.Csartp syaMma dsMgrrd hx approptsb fences,«
r b.Pmoti o corwruclWn for suspended calling systerls is«Ay WW ad in WWW S.LAWM Force& JM(S EE 81 ON THIS SHEET] b.)Carver Mopkg hangers shall be Installed with a minknum 45 degree
`�H `tl • WN a Win*Yiportarae tear�a 1 oouupeicr aMpwrs 1 and II,pnr ChaPo► I.Cadge Mobur led d hM and pieva r or man board,screw«nett alMdud b angle from h ortarrkal. n
atiepwi I mw6m i d spport s adIng on are Mal wderdkV tram wd b wd WvA be
`l 1.)In Sarmic Dregs Cargary C,conebucion in swordarm with CISCA albnpl Mom Ow lateral lona brei ng requirements.tame CISCA apnea 31) 2.A kapare or equivalent ohd be used wtwm obwuctiors pmftt direct stttdr am '
• aldrtda
'for eaknntc zoned 0-2. 2.La"loroa wed%is tis use d vsruw struts(corrvestlai Posh)and Wtoy who. b Ila WucWm Trapeze suspMaion Ms/be ry i b wrhnk I inch in 10 Ism and Mer PART IV UPGRADING OF EXISTING CEIUNGS
`.0 1)In Seismic Deep Carponies D trough F,conWucbon In accordrna wire PEE Al ON THIS MIEET] be a inkiimwi d bath to back 1-114 nch cold rolled dhw nais wtwn spars exceed 46
CIRCA dtendard ler seismic mw 3 and 4 with modMcalions ae noted in 3.Lairral lorce bech9 is mquicad for aitIngs over 1,000 spurs feel a�,,.KA regLww for Imo.(COPCG) OPTIONAL EQUIVALANCY. COPCIS 1121 sur Bretton
ASCE 7-02 or ASCE 7-05 standard. The b6owi g shall be applicable in Calling ten than 1,000 ague feet pitwided Way a tour surrounded by walls and broad b &My conga Mo n drAoo et n
the rypoAkw oon*ucr on and be be -- -_ - --�
oddrbn b ria ngrreMorb oatd
rrd in CISCA darderow works..(ASCE-7-02 ascafon 9 6.2.0.2.2 Amm c) tau man 100 pounds.(CISCA zona 3-4) c+(�d��
a.)Callnpe 10111111 irrttkiM spahae Mas few,12 l>ctnrs b framing a rhdt 4.latent F«oe Bracing at►rg be 12 feN on antsy(mnrdnsum)and 4.For essertlal rctlMlae, CeDebie d _ �w4e 1170
MOW b new ktarsl form bracing.and Mom wake(LSCA so*%t zones b ro hrthsr Esu,5 feet �hde and ►wipes wire l be ca ebb must tis V~Nwoi�g SelS1T1ik Bract Po111aAd 1. 97105 •.
3� txac�g(spry)also shag De optbM d omylg 440 pounds,Mdd4r, txakdng,til aNng aysisrr►siddtl be bntxrphu Ino Tel,303.211.1111
Al. LATERAL FORCE BRACING AZ. ATTACHED END OF GRID WALL MOLDING b.)'Slid°4rHwr 'atm used•pat uf ft pie pwih in 5.Sptey wirse am to be bur 12~w ime aittiodad to to mein beam- ww"am amried 90• •O•in wn°•r we not pormitled Im-braving wiresS«•«Department d Stub wbstar •l adnipilorm vAlh«urmt cods r•gui.me to(kwkj&V cw p=Ww dob at ft Fdx 303.111.1077Seismic Demo Categories D.E.&F ohd have on ICES Wi.. d for hm each other and °
aCALE: NTS �-- at an SCALE.- rot'-W amhn k 4Vkallons and ovMnwd ncludes"and require'Www da1M 'r oast 34) 5.Brs&V wkea ehd be adson o b IM grid and bits strucks in suit a nwknw real
angle not wA*aft 46'Awl its Pias d Qhs osikV.(CISCA Mtftd(DSA)IR M-3 anter d ten oplayed writ,athdvnat d slack wires form V*Ib km and earWmfndb b Ve
A isknepecdhori'knapecrve d ria type d boouparwy r-,""structure d.Oft wkw ata b be wirnin 2 Inds d tine wirecdon d its vartoW MnA b Krpwww Sioy nn supp«t a deep bad d not tsee Ow 200 pmxhi«its acral M)� wbemrtW amort(5D%a mora)d its c erg tlM v rernoaad.arced A
elft,(Cf"seismic tunas 3-4) wwi a solely bcbr d 2,wW tw%,w is 6D. CISCA zones design 60ad pdwg or m 0warnent.davits requiremaK does not r ori tis o need
is a clusu for single.
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7.Rigid bracing may be used In feud d.Powder driven rsrnen mut be pew(for O ► ( 3 4) tri99em tit read fro.ckuatre srhgM. TFses
L Nsapaweat Wei i CeNkg ah..at•Todlptcal auMNki 401 elulrY wine(ASCE anucjrorh D.62.6 2.2) eppuved for tens dpproprlar Ieadng.(ASCE.7-0T ��a not required�:
(Mace TD 4m1 S.Cage with ph raw We awn 12 in tw W atuchn ata not requlwd W how meal foram socow ad 1.6 5) 1.Removing p«rona d tiles a garnls arxtlor gild b altar&XI00, ilk,apUtdar papa,air:.
(�PART 4 bradrdg (COPCO) T.Terminal Mor d each main barn and croes be n*be slppNrd wltliln a liaise 2.Labral bndrig and fb n aradwie t wit not be m quled when prtkre of s calling are
SEPARATE SUPPORT PIPES, M aYuct rss dans lied as wooperwy caYig«y I«11,suspended oaargs nobdrd in awordence 9.VarIOM wUb must be Podib*Waded b ria dda.PaMbn eysom a and the MnM" d N each was wa perinaler vele[SEE At A a ON TW SNW(CISCA mmes 34) rsndoved only b factll0sr Ina katareon d tiWinkler piping.
12 OC FuMCHI WAY_-� ITS ETC,SECURE ALL WO to peec*Ipllve provisions d IWVC8 TO 401 an deemed to oomply w0i ten inrrWemtlm above.(amw C1SCA 34) d.Will aaacMnet.(COPCG)Was teadwniat devbw alit be stladad b Ir
HANGERS 10 WILDING d!C regtukenderb.Part N Of Itt WCUM 11 MM Mta ten mej«fly of tis NY"TB 401.Part ,0.Tina vrtad abut nay to EMT oor-AA mem aloft or a pnpus ry oompeaebn post atrurkne and support a design Mnrbn bad ef at bad 200 pounds of pug out. S.Cellirw without Compr"Skm Struts.
!12 wwE a 4'-0.00 Aril WIRE D r4r OC STRUCTURE.TRAPF.2E r WALL MOLDING S of Nita document aro Include til COPCG waw o noted.Inns noted with COPCG may be a Compruww Maur ICOPCO WE 91 Oil TINS SiIETI PowderrlrNeri pts Mar not be allowed u---;1abis atiodrrnard dovbes in carom a Where=I**callings neve estsmc Woci g but do nd Ives mWeasl«i wua at to anter
d_-T MAX__ OR f10 Wft Q -(r OC OR a10 WIRE 5®r OCAROLM
pUCTW w AM Glowed wth ter Wponal d aha AIA t)A sW did be povMW at 11 feet wKe sit ma lou%vends @Wbe iiaded b anwMucra►basad on few pohbiron of tisk use try ASCE 9.8.1.5.6.The Moan" d In epliq wires,ria ad--' d compmesion akub will only be required when"where
r MAX OTHER LARGE WU TB 401 cartsks ilomicke arnpred Iogelsr from aha dlforwt Ww a*dotx monis Ise WWR roma and Mar be Md rded and&salted b to ekuckse. The sinctum table is prWAW b get gtAclanoe for dNMrhdtee b pJwdw divan pis! Ne gid Is nplaad,shored,rotsad or lowered.
DESTRUCTIOND SCREW ash as ASCE Stanched 7-02,gBC 2003,ASTM Standard 0636 and CISCA and is&vow*at sSadtntart 11111011 be capable d aupporlig tlr deed bad d to compression Out A _
' gine ptdDwkhp ktscnet acidoses:wnrwr.rwcb« 0 �htpllwwwnw+cb.o�Adae1401 dbtrl wltbh aicaPeMMe a Mn9a wan tlW is BMVA d b ten Malo runner and aha the dbgrana lxkuded wNn Ellis guide ore Mended b help drlfy tier Io near cont d b
• • ' • '/ • ' • ', , • ' druolre above,need not be eswM*adoched b the stetter or to structure above. C.orati�n Type Faeterw _ fegtrkermterte a9 01111 d In few guide. These dispose are rat deeps or owwbu&M dodarnana
• • • • . • . • • • ' • • ayes and an khterddad arty b auekdb carne d the rcrhiol aspect d to
The IaSowkg.khat lou appU.�init h addpbn b Qhs nequlnrrhanld oorttakaae ti NWCs Wood 114'«3•mew �
• OL11LDtN198TRHCTM, r. - wise,CMI[)C1 a
• .• . ; • . • w • • ; • 2)Daaad on 1st ma4mum Wooing d 12 fest w"ownl r h soda d WAw,to Stasi doth Pto drop DC
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• •� :•� • ,:: 1)Lateralbrae txedrg Is regaled ler oaWrngt over 144 square Met. t0ltralkp strut Maw erred correspondingesponMlrnq rrrudmwrri Mnpda may be used: 2114'marl deck screw des
1 I
Tj•Shot-Nan-Mndnas•when used as PeR of IM prescr>6tkK+pith in selrnfc Design Moo.WgM 1'al rrM«s ooncrar ReiYopvNree.embeds,114'k
Calegorin D.E.dF Mall haws an CC-ES approvel ler esW*approlbrn and overhead r dlan$W oondur(EMI) 5'•10• 3J4•metal hit andhon
kddetdre and 4W More`a W M kuPK*O*hrtespactive d til (EMT) T-0• Prs�.W ahs.emtreds,114'x
A e. fype d•�4'uefwy 314'donator oanuiuit Poured In piece oonncrate
�• \ _ • calogDtY the structure Is in. 1•didnhater o«ndAt(EMT) 1i'4• 314"molal hit anchors
.. SkOe 162,126.73 metal sl uds -�._ � _
lb"T"T414101111111 Old t3taelllhwpon by EugfaMno Unca pie Adoption d1 air (1-516•x 20 gouge) 170 C01Y..t1LTAN7S
>� Bedc•b Flack 162%125-33 meW Muds
SECURE Au.HANGERS TO '`M a.fED"b aside'Sr ASCE n d tate zone 13.2 5a d 13.2.8 two addltiorri oplbre wag o (1�flh•x 20 gouge) 160 F.Coiling Mounted Light Fixtures,ESr igS Llohb and ft"kers. PART V. GLOSSARY OF TERMINOLOGY FOR
«.few.tha..d upon ASCE 7-06 s.abrnc 13.2.6 and 13 2.e: 1 EE C1 O w TMS yes a WEE
o ao�nde idea as tz THIS DOCUMENT. (REGIONAL TERMINOLOGY MAY VARY) O
eLDo. STTiUcnJRE. +� skgia 260.12633 marl Mads LSEE C1 ON TINS SHEET �1i�r win«rw,.dad
LATERAL BRACING a 174r TRAPEZE AROUND DUCTS Ir MAX ,. Shake obit (2-1/1•x20 gaup) 13'8' --
O.C.EACH WAY. MO OTHER LARGE / ) taelkg d eanhp«nata r red Ihelr dtupports,b dMamkne trek sakurrmb Bate-to hack 25os12&33 mebl suds loom til hftM Oo til structs.above. This win
CN*dl m,In ww dsr"with ICC Aooplrm aNsrr IN.(Sack r 132.5 d E w ASCE maybe slack. to.oh aenm e o 12 a i)
74M).a 2. se la h ed toppo hg mora ton f t pends and minas awn 68 uta sandy lave es 12 gage Wall molding and s mouar ow perkneler d Ifs mtwpersion sywm and cWkg on.
• �TO OBSTRUCTIONS. -1/2•x Zit gauge) 1s-0• Cl.OD11�E ANOLES
d
STRUCTURE.BEGIN 2.)Seismic gtu�an by eoperierho dor bared on nwonoily noog ited proadun. Mom utaJng a strut sot ts red Inland on the table above,to abut ow be 1M1ea otirdsd et apposkg oatnera d the rgnt bckre b til,adr„aure above. These wane may CIIOat TV" � C7
BRACING WITHIN e'-0.OF (Sdctlon 1326 d0o ASCE 745.), capable d Waisting fit vortical crrrporwt d 180 p>tnidt induced by dw wane. be�.(CISCA s Wit zonae�-- The OM member tinet ktalod with is rtWn barn,.iso brown a aoM nrnars or Crura LU a
PERIMETER AND r FROM COUNTERSLOPE HANGERS IF a. SPREADER BAR Thant ahs must r�ul.(CISCA aeismhfc zonseh supported dra;5y ham tis sMucun above. Noon. � V )m fe
RR�GER8 AT ALL MORE THAN 1:6 OUT OF ON OTHER SUITABLE SYS 4•� odkq ayal m in oudurn I MMd as Owpwwy Category III ad N,shat 11.Caig height aaovrenos.(COPCG) 4.Those
wimendsi r mu t b lW.( Mid be tlkeIr z w 3-4ed Mcrmn 1st udirocAuro above 1�
MEMBERS WITHIN fr OF PLUMB o REQUIRED TWO TO KEEP be refit'b Ise*Efok*wW Deslpt m daoVW and mMW by ori Am hba«Engkwa in CoftV warn a m L*ntxn d 12 bootee between trs grid tend struckew support do not repute wire Oran altervfdb*tea. tutrq allrg c n ler OMeCf A cl mules or reclogttar mold grate used for the passage d air from a ducted sypom ~
PERNETER WITH SUPPORT -- PERIMETER(•AMPOHIENT ew star Men to pn1Md onus,and slid be nq*W b fee Parodic ytaclal irtapadMon d Mtanl bradkg or oompnssion struts. Ea0ENT1Al SERVICE
COMPRESSION STRUT "' spgoot(CISCA sehmiic zoned 3-I) SURAMM J W
�ro was ung (C�� Any building designed b be used by pubic agencies as a in station,poke ttellm,
VVMiE®1'e�� AT 12'-0"OC EACH WAY. r' MIN FROM SPREADING APART ���b ft W�h Balsrdc DdalOfl CategorNa D,E,and F„in a000tdathoa wit 12. � � N
SPREADER BAR BETWEEN `+`.` Ne ptsvilb--d Ise erste&l g cil' adton d Ne IDC adapted by Ir.NIA, Saa parto. a Calling area.lea:ttwn 144 square feet(CPOCG) 6.Tdndern Ibcune terry utlMaa oorrrrhon wares. eipgach y
operator aMnrr.sills Paled dlbs,aiwtRs alfa,« h ab
Naw enkg carp area square feet«isss In arse wild,are surrounded by wlelkr« �Lvov�''�"�'�'epeMcas,w wmkrts or msdnMilel esrvbM weignkg cy ate. e"rrpancl'cD"r"trres8o^dspalch � og
ALL MEMBERS AT ATTACHED S.Sita►ART N Ibr aPSoatsl egtllvel ret ler llpg -S eddlrg sumpaided ooft tyataMe =ft diads extra
sIOE. Pal N,may Iia domed vett Ile apprvvel d the Jirbdrrtori aMlrng t�xxb�SIN supported by til CNMg Arid dysor"ehsN be poNtivdy atodrd b Ihs
dkac3ly b tine structure abase do mrd require addltlanaf risrsi Atmdxrront Mrd be nada with a mtnknkrn d 4 approved todsim n bond
FMvRtp~may' sap' WNW 3 kiss d the grid intersections b w person mMn suers,«b cross nxnnere with tlhe The main theWmr and acres res d the uapernsion system W
b.Caarg ansa greeter tern 144 square feet(COPCO) same amying cop@*M tis main nnnsn.(COPCG) MAMDER WIN J
1)Cdd hgs ki axoes 144 aqua res fed in a "A to peu ted with dlagond 10 a gap 12 gasoft anstis el d wire used as primary support for grid oysters. Aero cared
81. SEISMIC CEILING ASSEMBLY B2• UNATTAC►YED END OF GRID WALL MOLDING breekg(.play)ales. 13usckhg whlres aMN a,naisc d,a>..�u oeo knch(1z getr9e) G.Mechanical Swim. «adp.ralon aka..
SCALE NT>! SCALE a'tri'a &W.G.wines connected wilt 2 kxlsa d an Wftmection d a main tuner with a LATEM FORCE BRACWQ Z W O
1.Tannkhsis a esrvioae weidAig 20 ba.but red more ttnari Qe to.must five Mao 12 i g uph t«nota latent movwwo dtrkg a edisnte 0 O � O
9 ,road nrrher,and.Payed 90 deprave from asci edit et an angr not exceeding 45 9a9e Tis Drarsq nhetlnoe used b prevent ate
degrees from tit plans d the calling.(SM 81,Ct,i D1 ON HTIg✓f afEFn win*00A odit talars b bis coif r"Is n hangers or ter slruciuro above. The.whit may aanL Laron bred br.ckg oornbts of vdrticsl abuts and4
(a)Wkw a required witnkn 6 feet ref dry wed and at 12 fest orvoin er i som be slack.(CISCA sulork zww 34) 111M KAN t01i1� j�
dhclion. 2.TamnkWu or services wralf/nktp mon than i_-Vin no be kWgwdw*spporbd drolly The Wbnay suspension marnber supparrd by hangar wow,atso known as til mph name►, YJ 3
ham is structure above. These ware mud be taut.(CISCA aelamlc zona 3�
(b)Whom oslWh9e a 12 fossa«let In wiAtn,two►ours d Waringvrkse Meed darykg aha,rrrrytrng nexnM«maks.
-SLACK WIRES e•MAX be provided. Wks Mnat be Ialad o0 antsr(Less Wan 6 feet from any woo) PTEA WSIES Q
HANGER Yy1RE6 1 r WALL
and"be staggered
rete �r^��r Iociand I�����y so H.Seismic Separation Joints. E D2 ON THIS SHEC�
�E •� Hater ekes plead waWi.Ight Irhdnes d til surrounding weN.
t.For calling era exceeding 2,506 aqua feet,a sotett separation joint«tui Might wdNG PLarKldr
SLACK VIM 2)Splay win slMrtrb. A.an alrmneM b tar P dist breaks the oerlrg"I be wovbded vires analysis we perhxmad d tis co&V The spans above a rkepM►ded ce".
diagonal eery w imp apacllad above, broci g system,doom angers and perUaBar b puvlda wMclant dsamos.(ASCE T-02 SLACK WW
callings may use rigid braces. &sofa shag be stmdded to the pad and n is Alsrrr 9.6.ZQZZd) Al2 gage wire tial Is not"«mut
HANGER WIRES ATTACHED sbuch m above In a maws to Witt' I dNMctas at is point of sttacMhad to 2. Seperaton)oi is Mea divide til ailing ase into areae im Wen 2,500 square fest and Mar SPREADER OR SPAC19t DAR
_ the aWrg ID Ices ten j Inch fur ter latMM be*expoo d for Bs system. crow br a mtrYmurn of 2 Irdhes of',' movemert of ft osrkg pa icing 1 Inch of ma4wfww A ba with notched to prevent is srapersbn rjown ham esp-- 1i ,aero olMd a siabidtar
1&Spaekg d bracing members.(COPCG) ler Ise portae d cMWg lotabd on alther side d its deprown pit Each 2,500 square led bar.
--L10hR FIXTURE -
-APPROVED LMWW bra bracing members shd to spaced a minivan d 6 Inches from d h orizontsi piping dna OW hen its grid atrchmd b a dace argb or t*w approved drAw on two SPLAY 11011111111
FASTENER or dad work art is izo
riot provided with horntal brackg reeirakts. at>taoent sides.(COPCG) Woe Itialadad ori;an WVW nthar Wan PWPW d MAW b the gad. P1tQAECT NAME
3.Abnrb(COPCO). VLTT1CA1 1111711111Lli>•
/ 2,S
W
ar
C.Wall Mold] SEE A2,B2,&C2 ON THIS SHEET h tau d deiarmrc sapaation Joints,ft culling may be divided Ino ses es tth2.5Wsquare The rgld vertical nrartbdr used h istaral tea bredkq d b dtidparaion aystaAero kr
ni ton
wh
-_ - --1 hat by is tree d partitions or soft r described babes.(SEE 03 ON THO SH M oumhpreaMM poor,edI IP pods,adanhb wuta. Corrrrron rriarrhb ore tMdCr41 aorhdtll
wilds,
Wag nnoldlrhge(PerkmWer closure wow)d stoked b haw a to lac i druid 2 irxJw a)Puttlon s. �) (EMIT),Mold sWdt or popildtery podt*
dWsi8 vslda,trtaes atitmdste somelm o o approved pbm io oolkg g id the basi txAdkg Whom used,partitrors MEM extend a minimum d 6 Inds,above Ins Mat cit tths
Z .,00 nert end 5r d shot d rauord. onto ata c iro odlnp d n dd tis D cid,(b ter-02 d ate grid and Mag be kdsp&Ww*tread b to*ucun above. C
moldrq,tis 010►erhd shd hue r t Inch clearance from tine eel and hes b eMds.(ASCE7-02 b)S� ( G�GI O
aar"r 94Z6.22Armd) _
2.The grid Mid be alydned at two a*wAv*wails(pop rivets«approved staved).(CISCA where used,soQlb OW exiand b a Gail at last level with tlr plane d its grid and
-r WALL adlw Ir zorw 3-4) and be� ed
P+ ef1tly supported and Wooed b Ihs structure above.(COPCO)
3.Than Mall be a mktmxxn a inch clearance form tis and d tin Sed system at unatt ttW
MOLDING wails,
MAX D.E�rwler Bars.ISEE B2 ON THIS SHEET] t.For 01dw1911 watidout ripd br1110in9,sprinkler need WaVabors snag he"a 2 Inrdh ovortize
1.Sp (spear)bas or o9w now approved by local buldi g deperknat aid be used ft etas or addpbr hough to calling tit to,roar free mov~of M best 1 We hi all _
b pewit Wit ands d h tush Deana at psrtnater and ham ePreaang toper►during a aatMr. fitrrlaortd dk uaicns. Flexible hod assign OW can eoormrrhadais t kndn hes mcvamaat
Uchug a'+
NATTACI D
• avert Patlniabr vskes slid not ba in Mau d aptea1 bas.(CISCA aadenrlc zona 34) be prnMe n an W%nor.(ASCE 7-02 9.62.6.2.2 Mem e)
2.Were"r an ewsptabb aaamhative iD apnadr bat. 2.8pkdldv Armor(COPCG)
3.apreadsr ors ore rid regttred M•10 degree kntarddclkg arose«m1aIn iswilt a khofhds of Whdn&Nina of til browing siisrneies is use,the wa*q s rroundkg the porwirotai may
Wit parkratar wad. be nduod b j inch.
1)When rod braces as demoted In CON ares bracing,splay win&%rrrr per
II.B.12.6.2 ata used or, Q Lit
2)N the sprinkler hHed«oder pwwtrWan is providod wird a listed Mxlbie cwwwlctn
Capable of sccommoAafing 1 Indy of cWv movwrwM in d hort cone direction
wt out hdmning aha aprktder head«otw protrd olons.[SEE DM ON THIS SHEETS 1 s e
ftwo
Cl. FDCTURE SUPPORT C2. TYPICAL CEILING GRID LAYOUTa
J.Cable Trays,ConduR,Cable and Clther Simile In_stallatlarrro. � �►
BCALE ala•tea 1�M - _
_
SCALE: Nita
Chir lroya,electrdat kxxxfuN.awnrnur0ashow able and orrer alrmiYsr installations MEM in
w0prxrd lndaprnderty ham aur aMig.
KYMstall i tion of PartHlona,( J
CNIngs installed according to this guide dwfl no support por tkins. Paditm may be&Wvd
b Ise grid ler owrstc purposes provided:
1)The partition h supported kbpndw*ouch ff*the oonrrcfbn between tts
partition vel Ir ceNkg grid does red kmperaa arty additbnal beer ori the odkg grid Dficef 1T1L E
System;and
2)Tis oori neclon d We parttlon b tho grid dosenot codas We grid b cid cl a solar
mon tad-Im Id by older povis one d tts grid. i
lj
L.Sioecw UDpaNlons.
Sp.asl kapedofa may be nquked by t»hrtadbMon or munblpaay. Canted We bad
bu lding daprknant
yr H1014-HAT LIGHT FIXTURE l �_
h (
LIGHT
t
FIXTURE SUPPORT
II -
SWIRE TO SEISMIC SEPARATION JOiNT
STRUCTURE ( -
RUCTU
PER MANUFACTURER �+ REV NO. 1 07.27.07
e -
LDA TE: 07.05.07
NOTE:SOFFIT LATERALLY
-- FLEXIBLE SPRINKLER HEAD
BRACED TOSTRUCTURE
0 - ABOVEI CHECKTLN
_ DRAWN BY: DRM I CMW
-° nom, a e...
EXPOSEO TEE GRID SYSTEM
-
_ -_--_
� ------------ a --,--$------,.1
0a -_ ---�- �- PrralEcr. 2oe3o2
-EXPOSED TEE GRID SYSTEM
VECTOR CEILING PANEL
--FLEX HEAD SPRINGER A102
fR D1. LIGHT FIXTURE - LESS THAN 56 POUNDS D . SEISMIC SEPARATION� _ 2 ON JOINT. (COPCG) D3. SOFFIT DETAIL. (COPCC)
SCALE: 3•=1'4r SCALE: 3-V- � D4. ALTERNATE SPRINKLER PENETRATION. (COPCG)
D _ 1 2 NTSSCALE: 3*10'411P " 3 of
I� 3 1
� 6 s o.,ly..Mutt,~...
FIIIrIi rlfiril ririr�r rlilhrl ?T1rr[T TIrIIIr((Iilllll 1111111 1111r11r I�r Il( lir Ill Ill alt Ijl I�I'Ill III Ili Ili lir ill III Ill III III 111 III III _ .
i 2 31 I 14� �l ' ( h
1 7 I 18 I I s I 10 1 I 12
No.
30X M .
fill
Tell-J,
8 �L LLLL EG KG IL OL 8t 1 8lllil lllllllll 111111111 lli1111 111111111 Illllll Ill111�11ll11111 IIIIIIIII 111111111 IiIllllll 111 111111 1111111 Illllllll ll1111111 IIIIIIIII I111IIIIl il1111111 Illllllll 1111111 111111111 Illllllll IIIIIILII Illlllllll e e ,� �,.
.... _ .. .+veva, .-. ...,....�•r....�.•,,_�. - -
.. eVl•�. •. ... .- w ..-, tree . -..- 'arGCLs+,ulY.'Ri-'"Y....:...•�.+ ......,..... .. '.. .i.. .« ..... a-... y-•.�. .
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dX PUNT LAND,OH
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cFo _ A5-te1 OFFICEA5.1 A6.1 A6.1 ACCT A5.1 A5.1 / A6.1 �• °j
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3645
PAI'MCIA L.NIXON
tA FORILANU,OR
OF 0'v'
\ 518'GYP BOARD VARIES A F.F.
TYP. A2A -
MTL STUDS
2x4 FIRE TREATED WOOD STUD,
TYP. tam
,' --
4-3/4'x 54r LIDO
IBM
-- - - - Il �� DIRTT WALL CENTER ON PP STSG
AR rnON 4
A SIWGI-E WOOD 1 8 SINGLE WOOD I 1 C SINGLE OlJ�S8 2 SINGLE GLASS SINGLE OPENING vd SINGLE OPENING wl 5� RECEPTION 301 8 CONFERENCE ROOM 361 7 CFO OFFICE 326 t
OPENING OPENING WITH OPENING OPENING IW SIDELIGHT i TRANSOM: SIDELIGHT L TRANSOM;
TRANSOM TRANSOM PROVIDE TRANSLUCENT PROVIDE TRANSLUCENT CONFERENCE ROOM 302
FLM AT SIDELIGHT-REFER FILM AT SIDELIGHT-REFER
TO PROJECT MANUAL TO PROJECT MANUAL ^'
1111 SW Bannon
Suite 100
A 1. DOOR ASSEMBLIES - DIRTT WALL SYSTEM
Portland,OR 97103
SME: Ifill'all'-w A& D/RTT WALL JAMB HEADER DETAIL Tel.503.221.1121 0
SCALE. rail-w Fax 303.121.2077
A !�
*ivo r__
GY`P BOARD
\\ / MTL STUDS
\� \ / —
2a4 FIRE TREATED WOOD STUD,
X\x .' TYP.
\ \ &rMDO coNsul rugs
Drill WALL SYSTEM
\ CENTER ON PARTRION O
8 LUNCH ROOM 31b I - I - - - — A
Q Z >
O 10 ADMIN EXCESS 11 ACCOUNTING OFFICE 31p 1Yir
OFFICE 366
N
N
WL
�
CL LL
B1. DOOR ASSEMBLIES (CONT.) - DIRTT WALL SYSTEM QWa� W �
SCALE: lWaI117- BS. DIRTT WALL JAMB DETAIL Z2
o
mW
B . Z v WO
off"NQ Roar DOOR I N*RAA ANWAVA �t.W rtwnN>< y Z ,
Aro Jow slx.(fllosnwsu�_ NAM TAlal M1NrGN fM�bt► Ti��
fNMsh MOTH Q h
TNIRD hook
0 300A PR 3'-0'x T4' WAITING - - -Jooff FF - - FF 15 8
O
302 0 x T4' CONFERENCE ROOM - - - FF - - FF 1 9 A�
303A 70 x T-0' WORK ROOM - - - FF - FF 2 9
3038 _ 3'-0'x T4' WORKROOM - - - FF - - FF 1C 9
303C Y-v x r-v WORKROOM FF FF 1A 9
\ TRANSPARENT FF FF 1A 9
GLASS,TYPICAL \ \ \\ \ \ \ \ \� \� 3a 3'-0'x T-0' PUBLICATIONS Roots _ _
308 3-(r x r-r STORAGE _ _ _ FF - - FF A 10 PROJECT NAME
307 PR 7-0'x T4' CLOSET FF FF 0
�� 310 T-W x T4' PMA OFFICE_ - FF - - r FF 2 pA
\ 311 Y-(r x T.b' PMA OFFICE FF - - _
' 312 70 x r r PMA OFFICE FF 12 9- - FF FF 12 9
I \\ ' 315A 3-0'x T4' LUNCH Rf1oM� - FF - _ FF 8 11
31m 74'x 7"-0' LUNCH ROOM - - - - FF - - FF 1A 8
318A 3'-0'x Ta' WORK ROOM FF - FF 1A 11
3168 TO x T4' WORKROOM 2 8
Lkj
IL � . - _- FF - - FF
JJ I 317A 3-0'x Tfi' BOARD ROOM - FF - - FF 3 p .�
317B Y-(r x T4' BOARD ROOM
— - - - FF - - FF 3 p
317C 3'-0'x r4r _ BOARD ROOM FF - - FF 1A 8 Zo4
13
ACCOUNTING OFFICE 320 14 L.WOOD PANEL 319 Y-W x r4r ACCT.OFFICE - - - FF - - FF _ 11 9
320 3'-0'x T4' ACCT.OFFICE FF - - FF 3
9
'TBO 321A 3'-0'x T4' ACCT.RECEPTION - - - FF - _ FF 2 9
3218 3'-0'x T-0' ACCT RECEfrnON - - - FF - - FF 3 10 Z
322 T-(r x r4' STORAGE/PRINT ROOM - - - FF - - FF 1A 9 _ y
323 T-w x T4' SERVER ROOM - - - FF - - FF 2 9
325 74'x r-w CFO OFFICE - - - FF - - FF 7 8
328 3 w x T-' ACCT.OFFICE _ FF _ - FF 13 p Q
C1. DOOR ASSEMBLIES (CONT•) - D/RTT WALL SYSTEM 328 70 x T-0' CA OFFICE - - - FF - -
SCALE 1N"-1'-0r' 329 FF 1 9
329 3'-0'x Tr4rCJs OOFFICE _ _ - - - FF - _ FF 4 9
3' o
330- - -0'x T-0' CA OOFFICE - - - FF - _ FF 3 _ 9 O
332 Y.T x r4' CA OOFFICE - - - FF - - FF 3 9
333 3'-0'x r-r CA OOFFICE - - - FF -- - FF 3 9
334 741'x T-0' DLP OFFICE ^_ - - - FF - - _FF 3 _ 9
O
C
335 J'-0'x r4' LP OFFICE FF — - FF 14 9 Q
_ 336 3'-0'x T••8' OFFICE - - - FF -_ - FF U 9
337 Y-(r x r4r OFFICE - - FF - _ FF 14 9
338 3'-0'x T4' LP OFFICE - - - FF - - FF_ 14 9
339 3'-0'x T4' CA OFFICE - - - FF - - FF 14 9
340 70 x T4' CLAIMS DIRECTOR OFFICE - - - FF ^- - FF_ 3 9
342 3'4'x T4" CA OFFICE - - - FF - - FF 4 9 �-
343 3'-0'x r-v CA OFFICE - - - FF� - - FF 4� 9 tiN�f Mw
3'4'x r-W CA OrFICE _ - - - FF - - FF 3 9
346 Y4-0r x r4wr CA OFFICE _
FF FF 4 9
kllk' \ `\ \ 347 T-T x T4' CA OFFICE - - FF y-- - FF 4 9
349 3'-Y x r-w — CFO OFFICE - - - FF - - FF 118AY-
360 3-0'x rte' CEO EXEC,ASST.OFFICE
FF - FF 118A352
_ 8
` •�� \� '�. �\ \V A� Yo x T•8' CA OFFICE ---.__
3533.0'x T 6' CA OFFICE - - - FF - - FF 4 9 1---
355 Y0 x T4' _ OFFICE
FF FF 3 9
358 3'-0'x T4' ADMIN EXCESS OFFICE FF _ FF /0 9
367 3'-0'x r-8' ADMIN COORD.OFFICE - - - FF - - FF 3 9 ----
358 3-0'x T4' DIRECTOR OFFICE - - - FF - - FF 17
:159 3'-0r x T4' CLAIMS OFFICE 7 FF - - FF 18 9 L
380 70 x r-r FILESISTORAGE ROOM FF - - FF 1A 8 I&REV.NO.2 08.10.07
381 3'4'x r4' CONFERENCE ROOM
c3 =� I
I . 363 Y-w x T4' SICK ROOM FF - FF 8 8 I O REY.A 1 07.27.01
384 3-0'x T-0' CLOSET - - - FF - - FF 9 N/A L DATE. 07.05.07
C'.5
WAITING 300 8A — —- --- —
8 B RELATE 17 DIRECTOR OFFICE 358 �f�rtr L• M. Awn. #pedal Now.
AL Alimninum CHECK:
GLS Glesa,M Indicates 1• Not used. FINAL.DOORIRELITE AND �-- -- —_—_TLN
FF Factory Finish 2. Not used. FRAME ASSEMBLY LOCATION, IAY: DRM!CMW
hrDe.refer b secdm 08800 3. Not used. OPENING AND UNIT DIMENSIONS
MFR By Menufechm 4. Not used, ARE TO BE PROVIDED BY
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D1. DOOR ASSEMBLIES CONT. - DIRTT WALL SYSTEM TC Transparent Finish-Ckw 7 Not used.
SCALE 1/4'=1'-0' 8. Pmvld•erdranoe k)ck,
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1 PROVIDE(2)M SHIEST METAL PROVIDE(2)MS SHEET METAL. TO T.@ r-0'O.C.
SCREM T Ek BRACE SCREYMS AT EA BRACE PROVVIDEIDE FOR 311'DEFLECTION.
20 GA.3 5W STW-- ATTACHMENT TO STRUCTURAL 20 GA.3 SIS STUDATTACH ENT TO STRUCTURAL (--- — —
SPACING TO STRUCTUIE HOOF MEMER TYP. M1ACNM
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LEGEND ON SHEETS/►9.1 a A22 - CELM - --FOR ONsmFURTHER M A2.1&A221ONI —TERIMINUS TUBE STFq 9H11M SPACE 1•+/- CIONTINUDUS BETWEEN CONTI RKM BETWEEN SEE R(X
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/-GYP.BOARD �------- �------------- �- I- -- --
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-' METAL STUD-
PROVIDE(2)FASTENERS 0 EA � MKMOE(2)FASTENM 0 EA I -
BRACE STUD CONNECTKYN TO TOP BRACE STUD CONNECTION TO TOP
L&Rev.NO.t_ 07.27.07
OF WALL STUD of OVAL!gTuo _ -
3-0A'25 GA MTL STUDS p 24"0 C. I DAZE: 07.06.07
ONE SIDE AND
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TEND
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wI1H'SIE GYP.BD. ATTENUATION
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SEALANT AS��—J
WITH Sle'GYP.BD.EACH 8DE BATT NrBULATION FRICTION FIT N HN.TI POWDER OIN/EN —.
g�BE!O'1M �_..�_--- � __ PROVIDE 3"9011HD ATTENUATION
_ PTiOVIDE 3'9011ND ATTENUATION
STIR SPACE AND ACOUSTIC STUD SPACE AND ACOUSTIC � PROJECT. 206302
BACKER ROU--J I BATT �� �W -
---WMDOYY MULLION
HILTI POWDER DRIVEN---— SEAIAMT a CEILM GRID, HILTI POWDER DRIVEN SEALANT 0 CEN_ING GRID. 4,-r O.C.
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GENERAL NOTES LEGEND
1. PROVIDE(1)ACCENT WALL(PAINTED)PER OFFICE,OPEN OFFICE, REFER TO AA.3 FOR FINISH LEGEND d SCHEDULE &%WTM
RECEPTION AREAS,CONFERENCE ROOMS AND BOARD ROOM.
�P-Z f SPECIAL WALL FINISH I
CPT CARPET L_ _
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KEYNOTES QT QUARRY TIS �—
at EXISTING ---
OPROVIDE FLUSH WOOD PANELING w/1/2'REVEALS ON ALL � SEALED CONCRETE
WALLS THIS ROOM ONLY. REFER TO ELEVATIONS AND L---
DETAILS FOR MORE INFORMATION. EXTENT OF WOOD PANELING LREV.NO.2 00.10.07
REV.NO. 1 07.27.07
I DATE. 07.05.07
x
CHECK: TLN
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FLOOR
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REFER TO LEGEND ON
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0
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ROOM FLOOR BASE WALLS CEILING NOTES LEGEND:
300 WAITING CPT•1/T-1 RB PT PT PT PT ACP-0/PT ACP ACOUSTIC CEILING PANEL
301 RECEPTIONCPT-1 I T-1 RB .'f PT PT PT ACP4/PT CPT CARPFT303 P
(E) EXISTING
WOR!(ROOM CPT-1 RB Pr PT PT PT ACP4 LIN LINOLEUM
304 PUBLICATIONS ROOM LIN-1 RB PT PT PT PT ACP4 PT PAINT !�
RB RUBBER BASE Q
306 STORAGE CPT-2 RS PT PT Pr PT ACP41 MND HARDWOOD
307 CLOSET CPT-2 R8 PT PT PT PT _ ACP4 OT QUART?.TILE
309 LIBRARY _ CPT-2 RBPT PT PT PT pf
SC SEALED CONCRETE
309 CORRIDOR CPT-2 RB PT PT PT PT ACP41 WD-PT WOOD BASE-PAINTED PROJECT NAME
RESILIENT FLOOkING AS 310 PMA OFFICE CPT-2 RS PT PT PT PT ACP-0 CPT CARPET
SPECIFIED 311 PMA OFFICE CPT-2 RB PT j PT_ PT PT ACP 1i CONC SEALED CONCRETE
CARPET AS SPECIFIED 312 PMA OFFICE CPT-2 RS _ PT PT PT PT _ACP_3
313 LIBRARY CPT-2 RS PT PT PT PT FT ,,ww
1. Sn Amish plant for Waftnal I#bmi IIw. vJ
J
315 LUNCH ROOM LIN-1,3,114 RB PT PT PT PT ACP-0 PT 2. Ste 1"0010 tltvallont for addit*kdom sm. _
319 WORK ROOM — LINA,A 3 RB PT PT PT PT ACP 6
\ C-,r RCP br WdMloryl kNcntutlon � 4
319 ACCT.OPEN OFFICE CPT-2 RB PT PT PT PT ACP-8
n / Q 319 ACCT.OFFICE CPT-2 RB PT PT PT PT ACP-5 ujuj
0 320 ACCT.OFFICE CPT-2 RB PT PT PT PT ACP-N
' H RE_9ET,4,ORf --NePTV• f � 2t
\ 322 STORAGE/PRINT ROOM LIN-4 RB PT PT PT PT ACPa{- w
325 CFO OFFICE CPT-2 RB PT PT PT PT ACP-4i Lu
�-ALUMINUM TRIM 326 ACCT.OFFICE _ CPT-2 - RB PT PT R* PT ACP-( "1 a
REDUCER 327 ACCT OPEN OFFICE CPT-2 RS PT PT PT PT ACP-d � 0
329_ CA OFFICE - CPT-2 RB _ PT PT PT PT ACP-0
329 CA OOFFICE CPT-2 RS PT PT PT PT ACP-0 _
330 CA OOFFICE CPT-2 RB PT PT PT PT ACP-0 —
331 ACCT,OPEN OFFICE CPT-2 RB PT PT PT P7 ACP-0
332 CA OOFFICE CPT-2 RB PT PT PT PT ACP-0
333 CA OOFFICE _ CPT-2 RB PT PT _ PT PT ACP4
C3. 334 DLP OFFICE CPT-2— RB PT __PT PT PT ACP4 aOi•
CARPET TO RESILIENT FLOORING TRANSITION 335 LP OFFICE CPT-2 R6 Pr PT Pr PT ACP-0
SCALE: 14'-1-0' 336 OFFICE _ CPT-2 RB PT PT_ PT PT ACP-6
C 337 OFFICE CPT-2 RB PT PT� PT PT ACP-4 _ J
338 LP OFFICE CPT-2 RB PT PT_ PT PT ACP-0
339 CA OFFICE CPT-2 R9 _PT PT PT PT ACP-0 _
340 CLAIMS DIRECTOR OFFICE - CPT-2_ RE; — PT PT PT _ PT ACP-0 ea
341 CORRIDOR — CPT-2 RB PT PT PT PT ACP-0/PT _
342 CA OFFICE CPT-2 RB PT PT _ PT PT ACP-6
343 CA OFFICE CPT-2 RS P7' PT PT PT ACP-0
CARPET AS SPECIFIED 344 CA OFFICE CPT-2 RB PT PT PT PT ACP-0 sHw'riRE
345 CLAIMS WS OPEN OFFICE CPT-2 RB PT PT PT PT ACP-0
346 CA OFFICE CPT-2 RB PT PT PT PT ACP_e
SOLID WOOD'T-MOLDING'- 347 CA OFFICE_ CPT-2 RB PT PTPTr PT ACP-0 �--
TRANSITION STRIP 348 CORRIDOR_-- CPT-2 RB PT PT _PT PT _ACP4/PT _ I
3W ENGINEERED WOOD- 349 CFO OFFICE CPT-2 RB PT PT _ PT PT ACP-0 I
FLOOR 350 CEO EXEC.ASST.OFFICE CPT-2 RB PT PT PT PT_ ACP-6
351 CORRIDOR - CPT-ld RB PT _PT — PT PT ACP-0./PT_ !
352 CAOFFK;E CPT-2 R8 PT PT PT PT ACP-0 !
353 CA OFFICE CPT-2 RB PT PT PT PT ACP-0
354 CORRIDOR CPT-2 RB PT PT PT PT ACP-6 L_
355 OFFICE CPT-2 RB PT PT PT PT ACP-0 !
J 2 356 ADMIN E.KCESS OFFICE — CPT-2 RB PT PT _PT PT ACP-8 = REV.NO.2 09.10.07
6 357 ADMIN COORD.OFFICE — CPT-2 RB PT PT PT PT ACP-0 i REV.NO. 1 07.27.07
8 359 CLAIMSOFF358 DIRECTOR�EICE PT-2 RD PT PT PT PT ACP-6 IDATE: 07.05.07
p / Q Q & 390 FILESISTORAGE ROOM CPT-2 RB PT PT PT PT ACP-0 I —
n / n ,
CONCRETE SLAB —
392 FILES LIN• 1CPT.2 REI PT PT PT PT ACP-0 I PT ! CHECK: TLN
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SHOWN FOP.REFERENCE ONLY. REFER TO LIGHTING DESIGN � CEILING SYSTEM TYPE(REFER TO PROJECT MANUAL) BELOW ITEMS SHOWN FOR REFERENCE ONLY O
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TO CONSTRUCTION. Cl t/1N 8 R. •"`RE ALL LIGHTS TO CEILING MOUNTED PROJECTION SCREEN. REFER TO AN 2'-0'x 4'4'ACOUSTICAL SUSPENDED CEILING SYSTEM
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2. ALL MECHANICAL WORK IS DESIGN BUILD VERIFY EXISTING ACP-3(UNLESS OTHERWISE NOTED) E L04T FIXTURE TO BE WIRED FOR EMERGENCY
g CONDITIONS AND REPORT ANY DISCREPANCIES TO ARCHITECT. 4'-0'x 4'-0"ACOUSTICAL SUSPENDED CEILING SYSTEM [� CEILING MOUNTED VIDEO DATA PROJECTOR ■ EGRESS LIGHTING I
SUBMIT MECHANICAL PLANS TO ARCHITECT FOR REVIEW PRIOR
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3. ALL SPRINKLER AND FIRE PROTECTION WORK IS DESIGN BUILD. 2'-0'x 2'-0'ACOUSTICAL SUSPENDED CEILING SYSTEM SUSPENDED INDIRECTIDIRECT LIGHT FIXTURE -__
SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING,
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STROBES,SMOKE DETECTION 8 SPRINKLERS TO ARCHITECT � 2x4 LIGHT FIXTURE t REV NO.? OB.10.07
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FLOW: 1807 GPM
CONDUCTED BY: DELTA FIRE INC. & CITY OF TIGARD
DATE: 08/02/2006
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AUTOMATIC O TIC SPRtN UR SYSTEM DELTA FIRE, INC.
GENERAL NOTES STANDARD SYMBOLS.OH STANDARD SYMBOLS.UG SYM. TYPE MFGJMODEL TEMP. SIZE FINISHAPPROVALS DESIGN CRITERIA
CANOPY FINISH QTY, f Np. REVISION DESCRIPTION I iA T E
1 ALL MATERIAL MID EKx11PYENT TOB NEM ANO UNOERYIRIlER3 APPFNMU Q _ KMM VALVE -�POST - - - - FANNO
�2CREEK
PIPING gMEN90N5 ARE CENTEq TT) CEIiICR EXC[PT OMIENSIK>HS sHOwN 1HUSLY t -- -- -___—__ Ili BUILD ❑UT 0/ 16 c00 1• CITY OF TIGARD OCCUPANCY: LIGHT HAZARD
(1-6) WHICH ARE END TO END O -DRY PIE VALK - _.__ _-- __-.
J EARTHQUAKE eRACINc SHALL BE PRONGED N ACCORDANCE WITH NEPA U -npp SWITCH sT[Y LATE - _ --- - - B �D I N G A
7. OWNER A�HIIECT DENSITY: .10 � n n`
Q -r tf NYMANT 1111"APER _ 3. v REMOTE AREA: 1500 )
PAMPHLET No , _. _ _ 16037 SW Upper Bonnes Ferry/ Road
l PIPE HANGERS AND METHOD Or HANG#(: TO BE N ACCORDA"Ct WITH NEPA .Z_L — MATER MG'i01t GONG .—< - FMtE DEPT. OOIMEcna+ _ --- - 4. INSIDE HOSE: 100 - PP •,7
PIPING ST NO ,J 4; � �.E„ 17 �� J TIGARD OREGON
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~- -MAN vaK =� WATER SUPPLY �_ L FIRE , INC.
6 JONNG OF PIP£ AND nTTMM�. THREADED AND WELDED SHALL BE N AOCnWDNTCE —�- CHECK VALK DESI(3P! BASED ON: I 0 S7
WITH NEVA PAMPHLET NO Ws _aRDL,Kp�� STATIC: 106 _. TITLE BUILDING "A" SITE PLAN
" 0"" TO PRONDE ADEQUATE HEAT TO PREVENT MATER N PIPES FROM FREEZING v - N.E.P.A. 1:5 2002 102
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GENERAL NOTES STANDARD SYMBOLS.OH STANDARD SYMBOLS.UG SYM. TYPE MFGJMODEL TEMP• SIZE FINISH CANOPY FINISH QTY. rlJ 1 RE V I SILIN DF"i R r P T IC1N PATE APPROVALS DESIGN CRITERIA
1 ALL MATERIAL AND EQUIPMENT Too[ NEw AND UNOERNBIIER!APPROVED -- -- -
- v�� - POST r0rATOR 5`N RELIABLE MODU rt/FR 155 1/2' CHROML ---- LHPUML 54�
t PIPING HIIEHSIRE ARE CENTER TO CENTER EXCEPT OItAE►TSIONS 91orN tT1USLY -_ - - ��I B U7 - - ._.-. • 07-16-200 1. CITY OF TIGARD O�CliPANCY: l_�GH1 HAZARD
SSU RELIABLE MODEL F1/rR 155 1/2' BRASS 107 __ . ___�___-._ --_
(1-6) wHIaI ARE END TO END '� - �� VALVE , p _ __-- _ -_-- -_ _--. .- -- FAN CREEK PLACE
- NaN-�yN� STEM — 2. OWNER f ARCHITErT DENSITY: __ 10 "All HSV RELIABLE MODEL F30R ISS 1/2' CHROME ---- CHROME ul
QUAKE BRACING SHALL BE PROVIDED IN ACCURDAr10E MTH NFPA �� -. FiOw SNITCH - � - -- 3. _ — REMOTE AREA: 1500 _ _
�ty�� - (BULDING A )
PAMPHLET No r3 ' �- - FIRE HYDRANT w/PIMPER —.. ..... . _ _-- � t�rGt
• PIPE RANGERS AND uETN00 Os' HA110RrG ro BE IN ACCORDANCE WITH r4rPA LT - WATER MOTOR OONt. -� - FIRE (WpT CMWC110N _ 4. INSIDE HOSE: _ 100
PAMPHLET NO 13 1 I -- - --- - ----- ... _ �/�/ Upper
t� �• Road DE
S PIPING WALL RE IN ACCORDANCE WITH NFPA PAAIPIILFT NO 13 - ELECTRIC 14 DOUBLE CHECK VALVE ASSEMBLY - - - --___—- -- N - - — 5. _— OUTSIDE HOSE: _- 0 16037 SW Uppel Bonnes Ferry Itioad
6 JOINING OF PIPE AILD FITTIWS, THREADED AND WELDED WALL BE IN ACCORDANCE • ' - °"�" yALv< WATER SUPPLY TIGARD OREGON_ I
MIiH NFPA PAMPHLET NO 13 - ����
-♦ - cHEac VALVE - - - ---- -- - - DWA WL4A0REF-= -- DE BION BAi3ED ON: , I C I FIRE , INC.
- NEW urroERlalaRo 88052 i E` STATIC: 106 17TLE LEVEL 01 PIPING PLAN
7 OAN[R TO PROVIDE ADEQUATE NEAT TO PRkVFNT WATER N PlvEls FIIQY ETIEEnNc -- --- -. ..-_ Nl(;�7 .— T !�_.._ _ N.F.P.A. � 13 2002 ---IN AREAS PROTECTED BY A WET PIPE 5PRINKLEII SYSTEM � - EARTHOVAKE BRACE
B STRUCTURAL ADEQUACY OF THE BUILDINC TO SUPPORT THE SARRUQ.ER PIPING IS - - EXIST U14DE OWUND
(Q _ HYDRAULIC REF KMM PWT --- — AUTOMATIC SPRINKLER SYSTEM RESIDUAL: 102 DATE 07--16-2007 SCALE 1/8"=1'-0" SHEET 2 OF 5 FIRE PROTECTION CONTRACTORS
1HE RESPONSIBILITY OF 111E Ot4NER ANDAA MS STRUCTURAL IEPRESENTATIVf
— - PUBUC wATF]t E1E - __—_ — --- -------_ ----- -- --- - - FLOW: _- 1$07 CONT. 06-3534 DRWN. M.5 SYSTEM WET 14783 S.W.72nd. PCRTLAN0,OR97224 (503)&'r04020
LOCATION. SW 72ND AVE
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I 1
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LEVEL 02
LEVEL 02 PIPING PLAN_ _ �►
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LEGEND DETAIL C ,, _ Q_�_ _ ._.__..•.-==.-_-.�� -_:__:�-:__-�::.�-�
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+ LATERAL LONGITUDINAL
._ --.___ _ —__._._ --•Int I
NdeonPlan.HenperNumber and•A"Dimension SLEEVE DE- TIAL TYPICAL PENDENT DETAIL SCALE:NTS U r
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9
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W lh R�IAInF y.dtr� ..•:. co B00
.,.�� DWAYNE LAGORE. SET I
e.pa.4.HN1/ / HIIIrD.Tt.E
" N IC F r 88052, LEVEL EL.N � r rum nwu
ur yr rvuu.rr
11/4'DRAIN LEVEL 01
' AUI Ob1ATIC SPRINKLER SY'S'TEM ,
-- -- --- - - -GENERAL NOTES STANDARD SYMBOLS.Oli STANDARD SYMDOLS.UG SYM. TYPE MFGJMODEL TEMP. SIZE FINISH CANOPY FINISH QTY. FTEV NO PEV1S'CIN ITL',CP1PT10N IlnTI APPROVALS DESIGN CRITERIA
— - --- - --
1 All NAIERIAI AND EQUIPMCNT TO BE NEW ANO UNO.RIMtI11Jt5 AP"'/!iV1D Q _ �� VALVE ` --
T - PosTINDCATOR SSf QLLIABLF MpDCL fl/FR 155 1/c' CHRCIMC - CHR(1MC 4tl 01 BUILD OUT 0/-16-200 1. CITY OF TIGARD OCCUPANCY: LIGHT HAZARD ANNO CREEK PLACE
2 PIPING DIMEMSIONS ARE CENTER TO CENTER EXCEDT 0001 IONS SHOWN Ti'dSLv _ _- -___ -_ - - -
(1-E) MUCH ARE END TO END O - DRY PIPE VALVE Uo SSU RLLIAP'_E MODCL r1/FR 155 1/2• BRASS 2. OWN R ARCHITECT _ DENStTY: •1p (BULDtNl7
T - VIDN-RISING STEN GATT '- - - I O 7 - ------
J EARIHUUAKE BRACNG SHALL DE PROVIDED M ACCORDANCE MTH NEPA [� HSW RELIABLE MODEL F30R 155 1/2' CHROME - - CHRFIHC 01 3. _ l REMOTE AREA: _ 1500
PAMr"fT NO 13 - FLOW SMTG' Q. - E11E HYDRANT W/PUMPEIt , - - --
.'`� - WATER MOTOR ;ANG - r1RE DEPT. Cc oact1oN - - - - 4. INSIDE HOSE: 100 --- -
1 PIPE HANGERS AND METHOD Or HANGING •0 BE N ACCORDANf,E YMTH NEPA .._.
PAMPHLET NO 13 --� - ----- ----------
- ET.ECTI� 1 1 - -- OUTSIDE HOSE: 0 16037 SUV Upper Bonnes Ferry Road
S PIPING SHAM 9E IN ACCORDANCE MTI+ NFT'A PAMPHLET NO 13 ►► - DOUBLE a+ECK VALVE ASSEMBLY -
_ _ --- - TIGARD, OREGON
- — WATER SUPPLY I 0 I FIRE ,
IN ■
_ DRAnH vavi UESION BASEU ON:K JOINING Of PIPE ANO FIITMI(',5, THREADED AND WE'LJED SHALL BE N ACCORDANCE - CHEOX VALVE �- - - -` T - -y-
Mn+ NEPA PAMPHLET NO 13 r�pyEp�pU,G STATIC: 106 TITLE LEVEL 02 PIPING PLAN_ - NEW uNDEIrDRoI>,ID _ N_F.PA. ,# 13 2002 10Z -..
OWNER m PROVIDE AOEouA1T: HEAT Tri PREVENT WA'•:Ti N APES FTCq rREE>7NC _ RESIDUAL: .—_. DATE 07-16-2007 SCALE 1/8"-1'-0" SHEET 3 OF s FIRE PROTECTION CONTRACTORS
IN AREAS PROTECTED BY A WET PIPE SPRIMIQLR S'/STEN �-� - EARIHOUAIQ BRACE - lClfst UNOERpIdSND -- _ - - - -� �- ---�-- - FLOW: 1807 � CaDIT, 06-3534 DItWN. M.S. SYSTEM INET 1471153.W.72nd. PORTLAND,OR 9722'4 (503)620.40120
G STRUCTURAL ADEQUACY OF THE BUILDING TO SUE'i'ORT THE•.�rIINK1ER PIPING IS - HYDRAULIC KrIERENCE PONT
THE RESPONSB31LITY OF THE OW►HEP. ANO/OR MS STRUCTURAL REPRESENTATIVE O - - P~ WA"LItE ` --_ --- -- - - - -- -
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1�1Ln DELTA FIRE, INC.
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LEVEL 03 PIPING PLANSCALE: __
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HANGER DETAILS SWAY BRACE DETAILS
-- ENS DETAIL "C" SCALE: 1,4"•,'-0" -�
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Hanger No. 01 N�. _
Sammy Xpress MULATKM 4"—
I'D-7 N►f
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+ SWAY BRACE LOCATIONS W W
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on Plan. . b
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EMP•to be nor/
swivel ftv swivel ftv_ pipe Wart Isli O
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+ - LATERAL LONGITUDINAL
-- -+IN
Nota on Plan:Hanger Numb•rand"A'DUrwtalm SLEEVE DETIAL _ TYPICAL PENDENT DETAIL SCALE:NTS 0 r
Standard Et? Brace Detail
ROUGH-IN FINISH
Hanger No. 6 (
L /
Top Beam Clamp 1- BCH. 40 PIPE O � i�
Btio Cwt PIPE CLAMP i ROUND INION 00 I HEAD BOX
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:�x
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a --- !I PLAN VIEW I L v
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— Plp• Plp•loba r101ad on ��- \ \` �/ ,.
Swtvl Ring • Swlvel Ring Plan. - ..T.__..,— 1 :. nlwwetn>wwv r •
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ELEVATION VIEW FINISH VWN OGUFLM
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Note on Plan:Hanger Number and'A'OknertaWn �—���
WxhRerinlrwnkw -_ NICE? Q�^CA , co
NICET LEVEL IV
gym.,"� dtlD. AUTOMATIC SPRINKLER SYSTEM '' sAr"�"A'"`
ac we 11/4'DRAIN LEVEL 01
GENERAL NOTES 1 STANDARD SYMBOLS.OH STANDARD SYMBOLS.UG 3YM. TYPE MFGJMODEL TEMP. SIZE FINISH CAN
FINISH QTY. NII ^E VISION DL >LRII 1 fUN DATE APPROVALS DESIGN CRITERIA
1 ALL MATERIAL AND EQUIPMENT TO BE ►EW AND UNDERWRITERS APPROVED
t - POST INDICATOR SSP RELIABLE MODEL F1/FR 155 112' CHRI3ML CHROMI 540 PLACE 2 PIPING DIMENSIONS ARE CENTER l0 CENTER [%rXPT dMEN5KJN5 SlrovRl iHUStY __TS
__ _,_.._ I 131111 U fll1T 07-16-200 CITY OF TIGARD OCCUPANCY: L GHT HAZARD ��NN
(1-6) WHICH ARE END TO END - DRY PIPE VALVE I (o� SSU RELIABLE MODEL r1/rR 155 1/2' DRASS - �— 107 I' --- CREEK
NON-RISING STEM GATE. - - . . -_- --- - — -- _. .__. _._ - -
-- - _- - 2. OWNER / ARCHITLCI _- DENSITY: 1 c' _ ----- /p �1 r, n�tt�
3 EARTHQUAKE BRACING SHALL BE vRONDED IN ACCtXtOANCE WITH NFP►. 11 - ROw sI1TClI HSW RELIABLE MODEL F30R 155 112' CI1ROME CHROME 01 ULnIN
PAMPHLET NO 13 {.•-) - FIRE HYDRANT W1vwPETt - - --___-- _-- -- - -- - ----- -- 3. _ REMO"i E AREA: 1500 _
4 P MAENGER lJ D METHOD OF HANGING 10 BE IN ACCORDANCE WITH NFPA
- WATER MOTOR GONG " - ETRE DEPT. CONNECTION -- - - __.. _—__ _----_ --------..._-- 4. _ INSIDE HOSE: 100
c1
T - ELECTRIC KLL N � -_—_ OUTSIDE HOSE: 0 16037 SW Upper Bonnes Ferry Road
J - tTOUBLE CHECK VALVE ASSEYAIXY -- -- _ -. _.- ------_- —
S PIPING SHALL BE IN ACCORDANCE EA NEPA PAELDED IJ 13 WATER SUPPLY TIGARD OREGON
--- - -- ------ ---
6 JOII/ING OF PIPE AND NO 15S THREADED AND MELDED SMALL BE N ACCORDANCE ' - N VALVE �_- _ VALVE _ -- -—_-_— - — __-- DESIt3N BASED ON: —�_ FIRE ,WN1H NEPA PAMPNIET NO 13 _._.— _ _-_� .____-- _ -- -- ----..- � TU6 Ij
_ � totlPLMG NEW UNDERGROUND STATIC: TITLE LEVEL 03 PIPING PLAN , OIq
�N.F.P.A. 13 2002 I OWNER TO PRONOE AOEQUAIE HEAT TO PREVENT WATER M PINES FROM FREE2INC --- - 102 INC.
- -- --- - -- --�-- -- RESIDUAL:
IN AREAS PROTECTED BY A WET PIPE SPNC TO SYSTEM - EARTHQUAKE BRACE _,_____ DATE 07-16-2007 SCALE 1/8"-1'-0" SHEET 4 of 5 FIRE PROTECTION CONTRACTORS
---- .. oasT UNDERGROUND -- _ _ 180 7
_ --- FLOW: ---- -- -- - — 147B5S.W.72nd. PORTLAND,STRUCTURAL ADEQUACY OF THE BULDNG TO SIIPPoaT THE SPTBNKLER PIPING IS - ------ ---_.-_-- �- . - --- -- -- -_ CONT. 06-3534 DRWN. M.S SYSTEM WET (so3)ez44020
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NICEr WIM, LP_IEL IV LEVEL 03 RCP AUG 3 1 2007
LEVEL 01 RCP AUTOMATIC SPRINKLER SYSTEM - —
SCALE: 3132"e1'-0"
SCALE: 3/32"w1%0" DELTA FIRE, INC.
GENERAL NOTES STANDARD SYMBOLS.OH _ - STANDARD SYMBOLS.UG - SY�M. TYPE R.ELIABFGJMODELI[I/FR TEMP. S/k2 CHROME CANOPY CFINISH HROME OTY.
I I v 1`.(1 PEVISIUN I)ESCRINTION fill IC APPROVALS DESIGNCRITERIA
1 ALL MATERIAL AND EOUIPMENT TO BE NEIN AND UNOERMRITENS APPROVED Q _ ALAR„ VALVE FANNOLACE
2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOYM THUSLY ---- -- _-.-.,_ 01 BIIILD (JUT 0%-1f,-2001 1, _CI I Y-OF -T ICARD OCCUPANCY: LIGHT HAZARD-
(�-6) wrlKrl ARE END TO END O - atr PIPE VALVE SSU RFL IABLL MpUEL F I/FR 155 1/2' BRASS --- ---- 107 --
T - NDN-roslNe sr[w GATE - ------_-- - 2. _JVJNLr3_LARCHIT-E_r1 DENSITY- .10 G e1 n
MSW RFI_IABLE MUDFI_ [AOR 155 1/2' CHROME CHROME (A (BULDIN A )
3 REMOTE AREA: 1500
PAMPH�TKNO BRACING SHALL. BE PRONGED M ACCORDANCE MT+1 NEPA - FLOW 51MTTY1 .o- _►ff HYDRANT W/hUNPER _._ ..---_.- _- ---- ---. ---- ---- -- ----- ____ -- -- - __
y� 4. INSIDE HOSE: 100 16037 SW Upper Bonnes Ferry Road
I-i - WATER MOTOR GONG — -- -----------_-- `- ,
4 PIPE HANGERS AND METHOD OF HANGING TO BE N ACCORDANCE WITH NEPA - FIRE DEPT, CONNECTION - - -
OUTSIDE HOSE: 0-
MST� Is - - ------ -_--- TIGARD, OREGON
- ELECTRIC BELL --- - ------ ----- -----_._ --.
- DweLE (NEa VALVE AssEMBLr WATER SUPPLY
S PPINC SHALL. BE IN ACCORDANCE MTIi NEPA PAMPHLET NO 13 - -- -- - —..^ - -- FIRE
- GRAIN vALVE DESIIGN BASED ON: '
6 JOINING OF PIPE AND ETT-PINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE - �� ��� -- - - �� V�� ----- - STATIC: �OG TITLE REFLECTED CEIILNG PLAN �
MIDI NEPA PAMPMIUET NO IJ
7 OMNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER!N PIPES FROM EREEDNG �� - UNDERGROUND NEW - -'-- -
------- -- ----- - - -- - N_r.P A. 13 2002 IN AREAS PROTECTED RY A WET PPE SPRINKLER SYSTEM �� - EARTHOUAKE BRACE _ _ ------ --- ------- ------- -- --- - --- �'-- - RESIDUAL: 1 02DATE 07-16-2007 SCALE 1/8"=1'-0" SHEET 5 of 5 — FIRE PROTECTION CONTRACTORS
[7051 INGp1gRGU,q ---------- -----._.- --
B STRUCTURAL ATIEOUACY OF TR[&HANG TD 51IPPO■T THE SPRINKLER PIPW IS _ HYDRAULIC REFERENCE PONT -- -- - -- FLOW: _ -.__. 1807_ COM, 06-3534 DRWN. M.S. SYSTEM WET 147NS.W.72nd. PORTLAND,OR97224 (503)020.1020
THE RESPONSIBILITY OF THE OFRIER AND/DR HIS STRUCTURAL REPRESENTATIVE - PUBLIC WATER LINE ---�-- - - - — - ---�-- - --` LOCATION: SW 72ND AVE
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