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Plans (51) is-c„7,017 .002 fSs 5w 7KT' miainat 456'-6• # I / . . _ _ t z%a , GENERAL NOTEXE a .. PRE IXISTING NEW 4EVELOPLNENT 1 �' y IRT-CONfAmon N- - - � CONTRACTOR SHALL VERIFY AND ' Y i Y IO-RERAN ON S F , EXISTING CONDITIONS SHOWN OR IMPLIED ON _._—.__i _ _ �-.. i DRAWINGS PRIOR TO START OF CONSTRUCTION.(� Com$ T — ,- _ � t�r'... NOTIFY A/E OF ANY DISCREPANCIES. il .. - .,. _.-' SUING SECONDARY fi 1 EXISTING CONDDN7NS RASED ON SURVEY 1 ! SITE ACCESS GATE I 1 ANDY PARISH AND ASSOCIATES INC.. NEW CHA96JNK FENCE-1hi Ma'R-0-11`'�d GATED 6/19/75 MCLUDED AS SHEET r�' Ix WITH PRIVACY SLATS n SEE A0.2 FOR ENLARGED SITE PLAC4 I 04 AILS - �,--_--:� SEESCS1 FOR PARKING COUM' t#t•q.■ ' �4'p , l�l1Jl/l L \ STORAGE YARD { `\\ / . d 6E PERCENTAGES, ESR FD G CC N EXISTING RAGE NON-CONFORMING ,'#I _ •+-. ,>, }� TO , SEE CML AND LANDSCAPE ORAWMG PACKAGE n REM R s,,r I _I PDR ADDITIONAL SITE DENTS AND I \USES PERMITTED TO REMAIN 1 \ f '"' INFORMATION " o 1 ON ALL LAND PREVIOUSLY Q 'O g l U DEVELOPED 5 E# - j t A+l NG'OFF` UNDP IVG;g ,qr t,. ! RIGHT i AREA OF-, :'OCCUPIED AND USED r �. N,ylc -8' 24' ' i8'-6 RIGHT -VW( / I CONSTRUCTION; UPON 1.1 � ` a lYP ! pEwCA N LEGEND k RENON EXSRING BUI 1 , BE DEMOLISHED,yp ; , . a ✓ I ,-.::::::',*.=.:',":'...'.:'....,: EX G FENCE 64NK OF FANNO CREEK , , y OENOIIS11 D E • . ®! �':• •� (_ 0 __ TOB=REMOVED V1 �, VEGETATED CORRIDOR BOUNDARY / • �E)REMO ON RELOCATE j !#. _ • a A.C.PAVING / "�X� -, . / j '� '� WHEEL STB•: �� 5' E BUFFER [� o e '' YARD o SEE 4/A02 j 7 \''X ® 0 + ''IXISTiNG CONFORIIN,G' JInk nT' , 1 LANDSCAPE u°1 L3 at \....,--5,:-_ ----".. ' RETAINMG WALL' ## +� USES PER. TO ( I - {,r'� X�.-�' - (EXISTING oBsieN BY O7HERs) .^ Ise ALL U VEL°FE° i ( '• I• �' _ .v ., •r m e �� — — SITE WALL) 00 WASTE TRANSFER I"�,. '� �' � I C{ FIRE HYDRANT M1' ,' / r .. ). �/ -- "e STATION L t' -,/ ` .L't ACCESSIBLE ROUTE -PROPOSED s `j .� _ LOCATION r 4 y �.r// OF LP GAS 7919 q 'r,:•:4....,. / / f - _ �. �. T � CLFAR ti751oREA 1 SITE DEMOLITION /� ,Y II / \ EXISTING NON-CONFORMING .<. ,.�- -' . . q �� �� n,l ma r-mo // - r EXIS iNG TO RFAWN 1 �; - / 4 UOSES�PERI>LL pEpOUSLYN T. \ DEVELOPED '� . _ s,- 6' •:AND 6' �" - -'- • 4__ / �� CLEAR VISION AREA I,vr ��II �° -...i � m9 Ar _-. 46-6' TE _ _ 18' •AVER `•NI 1 ♦.— -- - — — -.-- \ `— ', �: _._. FIRE APPARATUS RACE -a 1/AO-2/'F. }F' �`.RIGNII-OF-WAY FROM 4•1‘ . / / / -_- FOR -+DETAIL 1,.. S zad- - n \ \ 1.1 ACCESS NMROUND '�OF ROAR TO CURD N, / � IS'-I NO - _ _ SPACE PARKING T T i ` / \ ACCESSIBLE - / NEW WOOD SP RAIL � _ / _ ,. _.._ _ ,•- 1 1 I C i ACCE�SI01.E ROUTE T 1 Q GRADE LEVEL OVERREAD DOOR (/ '." LII I / .. { , AR.VINYLWERANRARD BOLA RETAINING L "l ( IS ;k.k ., ; g4 T w ,. 7a r• 1 1 ��� I J'_C it _F x NDT OVER 4 H1GM 1 t.. $� A ,Y'� d vc";.v"?Y �� �,IIAI�1,''�• I.��: .4 : L , :SOWSPORTLAND,SW aORE L StitT>R2O OF ROAD cml AND LANDSCAPE \ ', e�� �yI I ,,, VI. 4.„,,:4F C .-•..r 77.'/11' C [ � TEL: SO3.228,12e5 /rJ\ W \ ` / . 1 + .�.� , r— �.�1 FAS: 503.RR8.18>O V v SWALE.L.O0YR. A,. I I r ,=:- - ., 1'- I V I. ::'' 6. 5'WID TEA°F rr,,cioA1Rc.cou ,, ABOVE 700 YR. �y\ r=- F" `f�I 1 ..i RIGHT F-WAY 7 -i x ROOD RAIN-SEE ' , z r I'1 1 " I T :.. ! OED _ 1 CML:AND LANDSCAPE _ _ ... a IX STORA(>E ravel �W`w�� s .7 5. 1 j..,,,::,.:,.,,•:.:::.:1 H..i • ' • ,' TING NON-CONFORMING '' . �. -iez' - 'Laye y ' 'USES PERMITTED TO REMAIN :, ''` gL; I I 1 I '. v� DEVEL ED PREVIOUSLY �t '-0' 18 6 1 - DSC BU i I 5 FFER -A I Iv,yEAR -1 \� I I'--- v.:•I:•.• \ �y_�' ` � \ - � � ' • T ,r ,'r�A ��` y �3�� - �FIRE HYDRANT! � � I 9 / • ROOD PLAIN 7RAN>ZF�R ST� V1az-:,,,T.,.14.-7t-4Y1.,--,'d � r' T ..w -a :. ! ( 1 4'- ' \ - ,„+++))REL4 3 ',. / �� ., Gg. #.` �" §P • ��., s . .,BEE A0.2 ®I TRAMP I RMEII �tOCA7I0 a 1 I 1°1 / • o�+aJ :+,,,,4,10011,14144,', % ( I E TO 3E / �> 1 / sroRAGEs SHED '• , a � ,' 3 YP. ! �.-. �� ix / / , ` - \! -- , D a•1 N A _ „44,,,,,,,,,,,,,41„,.„.,,,,,,,o, ,,l ,,` 4 \,. ,.� !_.. CLEC VISION"AREA. a 71 / 272'-s e t is 0 \\ Cf P id- / �.. 1 5 N.\ - �` AINMC WALL D .:. ��'41- ~ T T - , \\-. I A ' I Vj } J pp ix in 0 , ,0„ '*; ,c •.. ACCESSIBLE ROUTE T V t' . q 1 ° ilmas t0 Q I _ —_� — —' nig 0 oN — — — — CC ` `';*� i PRE-EXISTING NEw DEVELOPMENT' {, " "O, T ' NOT-CONFORMING .ad R-lo-w-=-�� LLI ' TO REMAIN Md h 489'-7• 1,, CT CAN ";VAULT - 1; i' 1 iJ, NORM I S 'G P`� SITE DEVELOPMENT PLAN 1• 20• A0.1 JOB NO.130184.01 ®AIS 4A PAPA NL MIS Mee Ali A 8 C 0 9 P PLAN LE(IEHD OILY-NOT FOR I27-0• ' / ROOM NUMBER CONSTRUCTION / 25•-0• / �r,_0• / yy_0' 2S1'-0' / 3Y-0' / 101-A D00R NUMBER / / / / / / 7-8" 12'-0"R.O. 5'-6"/ 7'-8 / / /" 12'-0"R.O. 5'-8' 7'-6" 1O'-0"R.O.. 5'-8`/5'-0'/ 11'-0'R.O. 0'/4'-10` R"-.04.- 6'-8' 12'-6'R.O. 4'-8" 9-101A RELRE NUMBER =01212191191 3-HR RATED FIRE PARTITKXI(WALL TYPE G) r— — — ` 1® I-HR RATED FIRE PARTITION(WALL TYPE H) TB E V 0 0 PJ 0 V o PJ PJ I PJ ' ' 't-- \ \ O CONCRETE TILT PANEL WAl1. R R PJ 106-E 106-F 106-G 8 - _ __ '. ^_I PJ I o STUD WALL - •Nv '5 N 0 y F 1.,1 p GRADE LEVEL OVERHEAD DOOR '� © 1 :1:2, ® sr a ,,,,:17:1-1"1::::." I -- 7.--4 1/2• = _ -¢ PJ PANEL JOINT /1.1 I � i .... '�" i ..x = INTERIOR T.I.-SEPARATE PERMIT ,I +HB HOSE BIB -7MEM 111111 ' 4 el• n 0 I__ L_ _J ;L— J J' •• • ,I \ FLOOR PLAN t RAL NOTES i r s r°, " 0_• �� f - d I. CONTRACTOR SWLLL VERIY AND CONFIRM ALL CONDITIONS M O DIMENSIONS o" Y i^ AND NOTIFY ARCHITECT AND/OR ENGINEER OF ANY OLSCREPANCItS PRIOR TO 1 I fi .. .- SORT OF WORK. r ..4, N 2. FIRE EXTINGUISHERS SHALL BE LOCATED AS REQUIRED BY SECTION 906,IFC. 01-' t ,+} {�- i _ %�� SEE FLS PLAN FOR APPROXIMATE LOCATIONS. COORDINATE FINAL LOCATION E WITH ARE MARSHALL ..r- , W _. / Vii, '\ 3. BID CQ PJ { ` j,".- �" _ "ti I Pd REQUIREMENTS IN SECTION 9,IBCFORSMOKE DENSRY AND FLAME SPREAD. �_.a_-_____—__—__ __._____—_ ___ __ _ • _ _ I NI_ i___ __—___ •mac----�- 4. STATING 5008 SHALL REMAIN UNLOCKED WHILE OCCUPIES ■ ,._ _ ' _ 'I PER PROVIDECTION 1008.1.8.3.IBC ON ALL LOCKING EXTERIOR I +■ c.-+q- e-,, - -o ' �-S - D00RS--COORDINATE WITH DOOR SCHEDULE. b# ..�' ♦-_.- .. 19 j 5. PROVIDE EXIT ILLUMINATION AND SIGNAGE PER SECTION 1006&SIGNAGE PER ,if ce SECTION 1 011 OF THE IBC. I ' .. Y m 6. APPLICABLE CODES:ALL WORK SHALL BE IN CONFORMANCE WITH ALL �� r� tAf \ ' FEDERAL,STATE.ANS LOCAL CODES. SPECIFICATIONS AND STANDARDS SHALL _ n MEAN,AND ARE INTENDED TO BE THE LATEST RE41510N OF REFERENCE STANDARD EFFECTTIAS OF THE DATE OF WAREHOUSE ( © .. . ON AMENDMENT OR ___ 'i.=. \ THE CONTRACT DOCUMENTS. lei 10 f I ,� I tYP. I ..._. " irk O r I NO STORAGE I t 0 004-A ... HALL d- � ' ® o 10f ) °° �� I L = PARTITION SCHEDULE L__l I L —J ABOVE 12" IL—J I i y um aR: ,I_PF I I ": 51 & _ .__. __.__I OFFICE NOTE-PROVIDE WATER RESISTANT GYP.BD.AT WET LOCATI NS P-ILrlt, E r F I % �'S , _ - _ _(, 1 fat I P L I N E L... ✓1 FXIFRITIR CONIRFTE WA)I• I .1 (1)\,/,'-, - - � A CONCRETE TILT PANEL PER STRUCTURAL WITH 1 5/8°25 GA METAL FURRING r+ it `." STUDS AT 24'D.C.WITH 5/B"GYP.86.TO 6"ABOVE SUSPENDED CEILING. IN ill -- CONTINUOUS XPS INSULATION PER ENERGY CODE SUMMARY.FULL HEIGHT 15293 3W 72N9 AVE SUITE 205 m , --, "4 TEL: NO. OAE99N 1Taa♦ 73'—N 1/2' m , 21'-5' " 31'-8" ;I m __ TEL: 602.228.1 1a6 Pd/ _—_____ _—_____—_ _ I PJ ">-__-I__ ` CONCRETE TILT PANEL PER STRUCTURAL FAX: 503.224 av5 i I I I I 1 •: '~ -". _ CONCRETE WALL ROARO FORM • ( d C CONCRETE 11LT PANEL PER STRUCTURAL W/TEXTURAL BOARD FORM ON LOBBY Lli �-----�- .--1 8 ,-1-_,,_.,,q ,,r SIDE Of WALL 431 0 I I I ..- SME I. A _ _ _ E It;. rt 3-HDUR FIRE wa1 14 r' Q a 6005162-43 18 GA.GALV.STEEL STUDS 0 24'0.C.WITH NOMINAL 5'THICK ' O ' y I __.- _ n STUDS de FLOOR C LINMINERAL WOOG RUNNERS.INSULATION2 ALAYERSS)"GOYNP.BD.WFIT�/E25 GA FURRING CHANNEL hP. M ,2aW0-1 _H I APPLIED ONE SIDE AND 3 LAYERS r GYP.BO.OTHER SIDU.GYP.B0.TO BE ^I ' —• I— I 1--- © ,I CONFERENCE I ''•'� '- --7- _ F I • INSTALLED WRH 1-1/4'LONG TYPE SSELF-ORIWNG,SELF TAPPING STEEL y T •i SCREWS SPACED 8'O.C.ALONG THEPERIMETER AND 12"O.C.W THE FMD. o —J — L_ " �-E,->e>E+ �„ _� 3 I :7 F'T- 33 SCREWS ALONDSIDE JR OR OFFSET TS HEADS C WIVER1 WITH � ' i .0 i # ` - . Aet -t* I - OINT COMPOUND AND PAPER OR MESH TAPE. SCREW HEADS COVERED JOlTT COMPOUNO.(UL-U455) { n La GT CAN x-11 o PANELS I �", L T,3', . ( NOBBYink =Ej .l I9'd.u.aSK I-HOUR FIRE WALL ANGLES RIGHT TO EACH SIDE OC I I 1 N MINNNM 1 ;y ]5/8" A CA METALMST1165 AT 16BOARD OO.C.WITH 1-1/4^PARALLEL ME W ORMYNL wars Q NI TER SCICKFX—tel I ,I 21111 � �� o IIry- dry '" �� �I�� I ® "'jY 11"o.C.(SIMPER JOINTS ONE STUD BAY EACH SIOl7-(UL-0419) 2 rr I TVP. r f STAIR \ d' EiQt d 06-0 toe C 106-8 o '1 ,�t i p a KEYNOTESi W 3 Z �� HB c Q o 0A E Q o PJ Q IPJ o! IPJ 0 1 i I 0 ,�- \ 06`CONCRETE BOLLARDS-SEE DUNI 3/A0.2 (/) ' 1a \ o @ ELECTRICAL PANELS ; Tr T-8` 12'-0'R.O. S-6" 7-8' 12'-0'R,• 5'-6' T-6' 12'-0'R.O. 5'-8' S'-U" 11'-0•R.O. '-0' 1,-4' 16'-0'R.O. 44-8' 3 4x8 SKYLIGHT ABOVE z 0 LA / 25•_0• 25•_0- / 25'-0" / 20'-0' 32'-0' -J / {O W.W.MOUNTED BIKE RACK-SEE DETAIL 2/A0.2 I me- ilk Mr 0 0 • *fill FIRST FLOOR PLAN 1/a'- 1'-0" FIRST FLOOR PLAN All JOB NO.130184.01 tEl 915 m.A.CA9.NL ran memo 08/26/16 - PRELIMINARY BID SET . O d o • I 1 a I PReuIY PUN i ��r�� OILY-NOT FCR / , I 12T-0° / LEGEND / 25'-0" / 25'-0• �. 25'-0' / 20'-0• / 32'-0' / 14"-10• 17-0 /4?-a-/ ® ROOM NUMBER I I I I — — — — 101-A DOOR NUMBER riR1 um 8-101A RELINE NUMBER 4 I a I PJ I PJ I pJ� I03-HR RATED FIRE PARTITION(WALL TYPE G) 4 \ __ \ \ , I , W./262208 1-HR RATED FIRE PARTMON(WALL TYPE H) o PJ I .1-A PJ 1O CONCRETE TILT PANEL WALL Ni ,� CI I i /7-4 I/2' I 21'-5 10'-4' 20'-4• ~\ 222a CM0 WALL a III = STUD WALL 1 < :1 n mi Y •i p GRADE LEVEL OVERHEAD DOOR li I ® PJ PANEL JOINT f-- I 1 1— — I f I I • I , - INTERK7R TA.-SEPARATE PEftILR r 1�t. t I .\ ai 0 _ L— _ J .L_- -.I i 45T______iisTioN i iLMi I "'. 'm.•!'`' • FLOOR PLAN GENERAL NOTES N! 1 1. CONTRACTOR SHALL VERIFY AND CONFIRM ALL CONDITIONS MID DIMENSIONS • I r MI AND NOTIFY ARCHITECTOIID/OR ENGINEER OF ANY DISCREPANCIES PRIOR TO o aT 5 LIi START Of WK. a 2. FIRE EXTINGUISHERS SHALT.BE LOCATED AS REQUIRED BY SECTION 906.IFC. Clii SEE FLS PLAN FOR APPROXIMATE LOCATIONS. COORDINATE FINAL LOCATION •I OPEN To ABOVE ._ �\ waN FIRE l4JC'FMALL. 1= PJ I PJ 'i 3. ALL INSULATION INDICATED ON PLANS SHALL COMPLY WITH OR EXCEED THE ____ __—_:—__ _—..__— _—__—___ -_��_ REQUIREMENTS IN SECTION 719,INC FOR SMOKE DENSITY AND FLAME SPREAD. I — 4. PROVIDE SIGN STATING'DOOR SHALL REMAIN UNLOCKED WHILE OCCUPIED' I PER SECTION 1008.1.8.3,INCON ALL LOCKING EXTERIOR 1 I DOORS--COORDINATE WITH DOOR SCHEDULE. Im 5. PROVIDE EXT ILLUMI NATKAND D SIGNAGE PER SECTION 1008&SIGNAGE PER I SECTION 1011 OF THE INC. 1.1 8. APPUCABLE CODES:ALL WORK SHALL BE IN CONFORMANCE WITH ALL i 1 `- FEDERAL,STATE.AND LOCAL CODES. SPECIFICATIONS AND STANDARDS SHALL K. OPEN MEATI,AND OLE INTENDED TO BE,THE LAILSI EDITION,AMENDMENT OR REVISION CF SUCH REFERENCE STANDARD IN EFFECT AS OF THE DATE OF I I • �'• } I`, xm \ • THE CONTRACT DOCUMENTS. © � — r —I ;I__—I 1 o Anki NV L_—_J I L———I II——-J I i R E NV lung III I WAREHOUSE I � { PARTITION SCHEDULE 1103 j , A--'. 7° I I NOTE-PROVIDE WATER RESISTANT GYP.BD.AT WET LOCATIONS n i E F� OPEN TO BELOW jj a I.-L >� •\ WZ ,Ona SW 11No AVE SUITE 200 3'-11",-.� • L( A .- CONCRETE TILT PANEL PER STRUCTURAL WITH 1 5/8'25 GA.METAL FURRING 73"-11 1/2" , i1 1T-8' 31-8' m ::..,;......,:','Z' POSTLANO. OR EC ON avxz4 PJ ! © STUDS AT 24'O.C.WITH 5 GYP.BD.TO 6"ABOVE SUSPENDED CEILING. TEL: a o a.z x s,1:e a PJ— _—__—__—_ _..�.._—__—__—__—__� _ _—__— _—_ N. CONTINUOUS XPS INSULATION PER ENERGY COOS SUMMARY.FULL HEIGHT,___—__—__—__ _ __ _-7 ____�- EP,: so a.z xe.l eTa k .Y..CIOAINC.CON I I I I B CONCRETE�I• PANEL PER STRUCTURAL W - I CONCRETE WALT W/BOARD FORM. OPEN TO ABOVE v ( C J CONCRETE TILT PANEL PER STRUCTURAL WI TEXTURAL BOARD FORM ON LOBBY 1 0 t..1\ SNE OF WALL I r ---I a I ' I 0 ��; 0 cr.5tlttran, ENTTrr wal: I I i 1_ N A t e )� . 8•20HT GA.METAL STUD WALL WITH Y C GYPSUM INTERIOREI SIDE FULL — 1 \ HEIGHT.BATT INSULATION PER ENERGY CODE SUMMARY.FULL HEIGHT 1 I 1�8Y L_ —.J I L_—__I I L_——I ,m I 3 HOLXt F1RF mi. I ' I OPEN TO BELOW E It1 P 7P. 6005162-43 18 GA C.V.Y.STEEL STUDS Ir 24'O.C.wall NOMINAL 5'THICK RI .' MINERAL WOOL INSULATION BATTS.FRICTION FT BETWEEN STUDS& I FLOOR/CEILING RUNNERS.2 LAYERS]'GYP.8D.WI 25 GA FURRING CHANNEL La APPUm ONE SIDE AND 3 LAYERS 1L'GYP.BD.OTHER SIDE.GYP.OD.TO BE Vr ® INSTALLED WITH 1-1/4'LONG TYPE S SELF-DRLLLIO.SELF TAPPING STEEL C Q SCREWS SPACED 8.O.C.ALONG THE PERIMETER AND 12'O.C.IN THE FIELD. 4 STAIR , ° SCREWS ALONG SIDE JOINTS OFFSET 4'. JOINTS COVERED WITH JOINT 2 0 !. Ice ' \ COMPOUND MND PAPER OR MESH TAPE. SCREW HEADS COVERED WITH JOINT C �. I I Al-:I ' o COMPOUND.(UL-U455) .* - PJ �� PJ I - 5/8".TLE' Wm i. W Q — --�I- F "Ma.'"Y. 5/8'TYPE'0'GYPSUM BOARD APNJED PARALLEL OR AT RIGHT ANDES TO EACH SIDE I E I P4 I PJ I PJ© I PJ Li 1 i u 1 3 5/8'16 GA METAL STUDS AT 16'O.C.WITH 1-1/4'TYPE W ORAOLL SCREWS i. I ' 12'O.0(STAGGER JOINTS ONE STUD BAY EACH SIDE)-(UL-U419) 2 4 (p') 11 Et in 0 25'-0' 25'-0• 25'-0' 20'-0' / 11'-4' / 6'-0' / / 2 CO CO d N 0 / 32-0 / r KEYNOTES ® 0 GUARD RAIL till D SKYLIGHT ABOVE NORTH SECOND FLOOR PLAN fpr.-1'-0" SECOND FLOOR PLAN A1.2 JOB NO.130184.01 01e.Oaamime a. 11 me 08/26/16 - PRELIMINARY BID SET GENERAL NOTES ONIIMMEI 1. VERTICAL PLANE BETWEEN UPPER AMO LOWER TO BE FIRE-RATED. SEE SECTIONS. PRELMNARY PLAN 2. SEE SECTIONS FOR CONC.TILT PANEL HEIGHTS,FRAMING HEIGHTS AND PARAPET QTLY-NOT FOR cl,"-) T Q Q T F HEIGHTS. CONSTRUCTION I I 3. OPENINGS IN ROOF ARE NOT NIOWED WITHIN 4'MOE FIRE-RATED ZONE. 127-0" i 25'-0" .1" 25'-0' j 25'-0• 32.-0" I LEGEND I i SCUPPER AND I a DOWNSPOUT VP SCUPPER AND ► n T.O.LOW PARAPET: ' 20'-0" ODWNSPCl1T T.O.HIGH PARAPET: T.O.HIGH PARPAPET: 0'-0" I 11 SEE SECTIONS T.O.S ' 25'-0" .., ' SEE SECTIONS SEE SECTIONS____ ` , f T.O.P. TOP OF PARAPET T.O.P PJ r: PJ f W PJ 4 —• PJ O O . TOP OF SHEATHING PJ ` J \ Nt T.O.S. NZ 1\1/ t `L/- `\V. I CRICKET,AP.: muma 3-HR RATED FIRE PARTITION BELOW ROOF TAPERED OPS:SLOPE 7-PRE-FINISHED SHEET KETAL A y 1/2"PER FOOT MN. / PARAPET COPING,TYP. // II T.O.P G CA y i TILT rc -7;1SHEARCONCRETE AND FlRE WALL o _ n Q "' , .- N CRICKET; I SLOPE ACHIEVED BY , S/OPINEST . i SINGLE PLY TPR 1/4"PER FOOT 00T MYINN. ROOFING MEMBRANE; SELF-ADHERED I OF 250" RAHAT CH PJ T.O.P PJ I\ : I HVAC I . I S I (180) RINtlE PLY TPO � 5' SELF-NOIERFD ROOFING AJENEIRANE;-/' ah' $� 2 -1/2" Ik 1 ala I T.O.SSH1P5 LOWER Q � 25'-8" I SLOPE FO7 T.O.S I I 1/4"PER OT C-'TECf�PE AM Q i 7,,,,,TrP.to',1: ;;.j I 1:; j I 1:;: _. I � MVAC I ?EC 0 CV 0 wo I I SOUGHT,TP. I 1 MO) r 'sum ax aero AVE SUITE 20O L.---_I-- P01271,410. ONEO�x 97224 25'-0'///� CRICKET.TIP. ' Ei. �' FA,TEL, ,ca,,,e.,e,o TOP ' ' TAPERED APS L I I SLOPE "PER FOOT. I I, • xxr.cio4ic.cox Pu ___________I__________ ___I_ _____________I____ _ PJ _______ S.Y.GUTTER AND DOWNSPOUT WITH SPLASH PAN ON LOWER ROOF,Tm. OF 2 I I I 0 T.O.P I I I 1:::;:i I 1::;:j !1=;:i I 0 � W IA te ce `W ^ o 22.-4- I I T.O.HIGH PARAPET: ■ T.O.LOW PARAPET: i T.0.5 a SECTIONS SEE SECTIONS < N SEE SECTIONS PJ I � I I PJ __ Cr __—__—__ O -+x- ■ tC d l I I I I) p i PJ I Pd ( PJ PJ I III I I I�. I l l 1 1I if I�I - - 2 CO o in © T.OP l I F I I ti I I 1 11_ I II l I ElORY C1NO van HINGLES S.Y.GUTTER AND Mk DOWNSPOUT CV 0 0 . NORM *091 7 ROM PLAN 1/8"4 1,-O" ROOF PLAN A1.3 JOB NO 130184.01 ®lx!MX PFAi1 ILL AY61oW 08/26/16 - PRELIMINARY 810 SET L -u MEMO . . . ■111111lin MLR �� ,,,,,,,i, OPLY-NOT FOR lir im „ "■1111111 ; -, 111111 I -�M BIM I—!N1 �\��MIMI� IUI _— ein !. ;; = 9 ii1111 i ! ctT.n I ' �� ■ �I _� MI 1111111 i _ =l © Nom �I i09 I IN �OP ICE,, �! �. I —.I d � _ -BLIT:. I ■ ■—■ 5 — — N —� mil 2 ■�� III■i : ■11-111 il ,, _... 4-4 EII A I II 11 r - ■II-■II (i , eFE 1.'1 . '■—■ �_,jR�_ E :.. :I ,�1 1 9-6 $ OP. 110E I000011 I s 1. 111111:1"''. H 1 ® � �� " 1 m 6. L J■1-111 I O. 1 :Y " i a CO MACE s" - ISM g� I ■111■■111111! Q .�■"� TR •TR &. II .t' T'sai-) db mom BOTTOM OF STRUCTURE l;": MIA _9-6... -2 11 ilill -s ® :11.7 AIME AIRCRAFT IANtM HANGER h CRIPPLE OR p !�' if . �� 2X4 METAL STUD O 24"yfZQZ.� -- ■ II O.C.4ERT PND HORIZ. /—PRIMARY'C"CHANNEL' , -. ,v r `\ I\, II H \ WJ�mOX3'SCREWS EA /III 0. �i I \1 \ `�I ARMSTRONG AXIOM CL459C PORTLAND, OREGON 108,75 SW 72ND AVE N 9)224 ITE 200 o o — � TRIM PIECE:AX10 SER,FINISH MIs, I �1': �\ + �\ I Iill IBD �Ea: sua.zsn.�c�u YiL OBEY Mi \ F WY C O A I N C.C O N I ( �C _ l " ACT CEILING IIEIIIIIIIII SUSPENDED ACOUSTICAL CEILING ` O Ilii , VIM NNW& _ 224\ CROSS-BRACE,418N''D.C.) TILE _ —tom td— 0 !WINO.A—IMMO Mlle I=IrM. . fly l /10X3'SCREWS EA.END —i i iMEM — OpRFER��R'QOM .\\ TL,, ■ ■ .-,,., /L--11 .. ._ . . ._, ..�..,.. .... '�.., eo CORNERS.TYP SOFFIT DETAIL Q SUSPENDED CLOUD DETAIL 2 _e) FFWST FLOOR RCP SECOND FLOOR RCP 3'= t'-0' ® 16:0111 NO THINT.OR EXT.WALL ROOF OR FI.000 DECK TY NOTE SUSPENDED CEBJNGS TO BE 12 GA HANGER WIRES 0 4"-0' M. cx REFLECTEDCELNG ncwcn LEGEND INSTALLED WITH BERC2 O.C.STEP.) = O CE��IG GENERAL NOTES RCP 061 FOR SPECIFIC FIXTURES SYSTEM BY ARMSTRONG AS COMPRESSION BRACE,SEE CI:C F DUCT SHOWN.APPROVED EQUAL SCHEDULE r '� I. THIS DRAWING IS DIAGRAMMATIC AND FOR DESIGN PURPOSES ONLY. C 4 E 10 V CLO'SYSTEM OR PRESCRIPTIVE 12 GA.SPLAYED BRACE WIRES T'� Z tot ROOM NAME&NUMBER 2X4 DIREGTJINDIRECT RECESSED LEO METHOD PER GSSG 803.9.1.1 STEP.)MAXIMUM ANGLE FROM Ck • 2. JUNCTION BOXES TO BE PANTED TO MATCH ADJACENT SURFACE. LIGHT CONNECTED TO EMERGENCY POWER AND ASTM 635 k 636 �( A CROSSHORIZOEETAL IS 45 DEGREES Z11:17:). 3 SUPPLY [ITT 5<> .���° 3. VERIFY ALL BUILDING SHEIJ.CONDITIONS-REPORT ANY CONFLICTS OR NEW PAINTED GYP RD.CEILING NOTE 3 OTE 6 /X-NOTE 4 OTE 9 �) CROSS TEE U VI O RECESSED CAN LIGHT FIXTURE / Ce ADVERSE CONDITIONS TO ARCHITECT. NOTE ® EXHAUST FANJLIGHT ALL WIRE TO BE N0.12 MAN TEE �; co a IIMIIMIIIMIPA CEL t�t� GAUGE. CONNECTIONS TO RE / .. ` \\ Z O REFLECTED VGtLYR71 PLANKEYNOTES NEW 2x4 ACOUSTICAL CEILING ME OPE FIRE EXTINGUISHER OTE 1 .TE 11,1 3 TURN MINIMUM VATHIN 3 i VC N E 2 INCHES OF THE CONNECTION EGRESS PATH OF TRAVEL OTE 7 t � 2 OPEN ABOVE SKYLIGHT PERSHELLPONTDOCUMENTS EXPOSED ELEMENTS BLACK - / ACCENT PENDANT LIGHT CLUSTER p E ILLUMINATED EXIT SIGN NOTES: A 8 FASTENER SCHEDULE W 3 ROOF ACCESS ABOVE-SEE ARCHITECTURAL DRAWINGS 1. ES. WALL MOLDING. ATTACH TO PERIMETER WALLS f CONSTRUCTION TYPE FASTENER REQUIREMENTS I 2X4 DIRECT/INDIRECT RECESSED LED E DIRECTIONAL ILLUMINATED EXIT SIGN 2.2'BERG(BEAT END RETAINING CLIP)AT INTERSECTION OF EACH GRID BAR TO WALL SUPPORT. ATTACH SERC TO GRID ON 2 ADJACENT WOOD 1/4"X 3"SCREW EYES LIGHTSTEEL DECK PRE DROP WIRES,CMI OCT OR DC,2-1/e METEAL DECK WALLS. PROVIDE 1/2"CLEARANCE ON UNATTACHED SERC. / I LINEAR LED LIGHT FIXTURE 3.PERIMETER HANGER WIRES-WITHIN 8"OF ALL WALL ON ALL TERMINAL ENDS OF CROSS RUNNERS AND MAN RUNNERS. SCREW EYES 4.SUSPENSION WIRES AT 4'-0"ON CENTER. SOFT ANNEALED GALVANIZED POST TENSIONED CONCRETE PRE DROP WIRES,EMBEDS,1/4"X 3/4"METAL HIT ANCHORS 5.VERTICAL STRUT FASTENED TO MAIN RUNNER AND EXTENDED TO THE STRUCTURAL FRAME. 12'-0"0.0.EACH WAY CAST IN PLACE CONCRETE PRE DROP WIRES,EMBEDS, 1/4"X 3/4"METAL HIT ANCHORS 6.HORIZONTAL RESTRAINTS SECURED TO MAN RUNNER WITHIN 2"OF CROSS RUNNER.INSTALL 4 AT 90'ANGLE FROM EACH OTHER AND AT ANGLE LESS THAN 45'FROM THE PLANE OF THE CEILING. COMPRESSION STRUT SCHEDULE 7.HEAVY DUTY SUSPENDED CEWNG SYSTEM-MAN RUNNERS AND CROSS RUNNERS 8.ACOUSTICAL CEILING PANELS-24"X 48°X 5/8"LAY-IN.(24"X 24"WHERE INDICATED ON PLANS) MAX.LENGTH OF STRUT STRUT REQUIREMENTS 9.TRAPEZE DUCTWORK AND OTHER LARGE OBSTRUCTIONS,COUNTER SLOPE. 5-10" 112'DUN.CONDUIT(EMT) 10,CONNECTION DEVICE TO HAVE 18U#CAPACITY. 7'-8" 3/4"DIA CONDUIT(ENT) 11.LIGHT FIXTURES MUST BE ATTACHED TO SUSPENSION SYSTEM. FIXTURES WEIGHING LESS THAN 561ba MUST HAVE(2) 12-GAUGE WIRES 9•-• 1'DIA CONDUIT(EMT) AT DIAGONAL CORNERS. HEAVER FIXTURES MUST BE SUPPORTED INDEPENDANTLY FROM THE BUILDING STRUCTURE. PENDANT LIGHTS MUST 12'-0• SINGLE t-5/8"X 20 GA METAL SR10 REFLECTED CEJUNG BE SUPPORTED DIRECTLY FROM THE STRUCTURE WITH A 9-GAUGE WIRE REGARDLESS OF WEIGHT. 75'-0' BACK TO BACK t-5/8"X 20 GA METAL STUDS PLANS&DETAILS 12.MECHAMCAL DEVICES MUST BE ATTACHED TO MAN BEAMS AND CROSS TEES. DEVICES WEIGHING LESS THAN 201ba DO NOT REQUIRE SAFETY WIRES. DEVICES WEIGHING 2D-56IbN REQUIRE(2)12-GAUGE WIRES AT DIAGONAL CORNERS. HEAVIER FIXTURES MUST BE 13'-6' SINGLE 2-1/2"X 20 CA META.STUB T2E1 SUPPORTED INDEPENDANTLY FROM THE BUILDING STRUCTURE. 15'-0' BACK TO BACK 2-1/2'X 20 GA METAL STUDS eLATERAL BRACNG FOR 1 AVY-DUTY SUSPENDED CEILING �iPROVIDE HEAVY DUTY CEILING SUSPENSION SYSTEM CONFORMING TO THE REQUIREMENTS OPF OB NO. 130184.01 3/4"= 1.-0" 095123-01 CUP ASIA 0-635-00. 18 moan.Ago&,u on N9am 08/26/16 - PRELIMINARY BID SET