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9385 SW GREENBURG ROAD-4 l .•i I •l, ..IL ••••� .., . .. ..., ..M.�i�••��i�►�'..sees w.'•�'i.I r•wy�.Y1�►•nrr ...♦ •. .: w.-.�. r•:y.Y..r.. ___ _�. _-- _ -...+� -.-:•.-r.�•..�.+'T:�.�.•.a+••au• r .-n-r.•+.. ter-•www•+ - .. � • � - - , 1� .. - .-...�.-�.. �..-. .. - .. - _ ♦ w.y.r�7.....'•wwR'. T'^"-".-sees•.�..��•'..•r..� - ....� ..w•h•-. • .+•.� .. +..�r•r....-. 1.••�n:w- r•S:� ' �- +wr•�-..w_.r+-+• 'T.-.,.FAR..n�-+w.�+Y�ww-+.+•.M.... _ ..•-r�r—w.wr ....wrrM►�.-�..-w.�y......�ll'�.«rr-+-........yn•+n.�• v� ... • r ...-. .�.-.. ..- -�...--_.�.. r��..�..-.� I SPECIAL IhN: PEC I IGR E-:-Q IIRF State of V Imn LTL-4c: fir. • 1'- 101 • 2 3 T.L. 200 """`"'"" -----• — "f iiN,Nl TURF WORLD" RETAIL STORE _ _ � __ .._ _ _ w .._.___ _ ._ . ___ .._......_.._....� _...,,...,_.._- ._ .. .� — _ . _.. _. _ \�G 9285 S.W GREENBURG RD. SINGLE STORY WOOD FRAME BUILDING PROJECT NAME: WASHINGTON SQUARE RETAIL A7PS 1Z APLE 3 I l� SITE ADDRESS. 9835 SW GEENBURG ROAD 'O '"• � -��~ -- G _ CURRENT ZONING: COMP.PLAN - C-G WPM ARCHITECTURE N 3"M�PLE� a 140- --- -��_�. _ �.. . �, — ,o .. T ?� ZONING CG SO NW urn MVV" 300 ------ ----_ ------------ ?`'� �'� " I ( MAP & TAX LOTS: WCTM, 1S1 360C to $03 IV oPOIRnAM 6 TAX LOTS 300. 402 PAX M •n 06" - � �.r . •• 8'i/ALE & A PORTION OF 500 ' Q AYEL •� 4? ; ?0 10 20 40 $ w �, APPLICANT/CONTRACT ( FEET ) PURCHASER: LES SCHWAB TIRE CENTERS �� I INCH . 20 FT PACIFIC 0406 !f/1QIf W AM.9 N T.L. 300 a �- i PARCEL 21. �•� LE t AREA = 41,752 SQUARE FEET i T °D OF �"� OR 0.96 ACRES F � l ,,3"�1 0 I QOM d� — — — — _ _ _ _ _ S 88#05'00` E 287`71 " _ .,._.. _ _ _ _ i 1 I ft S MAPLE I T• `. C 11,,x` I ( ' �,pp• H D I er N m PER SN 3?7v i I c m , i c I /�. T.L. 500 1 3 PARCEL 1 ; ; I "138/Z AREA 61,994 SQUARE FEET' i ' LES St�9 All �f� �1TERS OR 1.42 ACRES N� / I 1 al 1 ( • 42' WASHINGTON N SQUARE N LES SCHWAB D r SILT FENCE S 12.08'42" 79 : TIRE 50.8 ( BASIS OF BEARINCS. _ C � � w � a -- 4 — --'� M �'04 BEARINGS ARE BAFED ON WASHINGTON SQUARE SURVEY CONTROL � - CATCH ASIN ♦ I \ I - --- ---- RIM/F1OKIN 2 A 10' TIGARD OR �� —......."� r r 26"P IE 12" 6E) - 36.1' • T EL E VA TION DA TUM: 00 w f I (0' 3 ?-f07"R I I },� '0 ELEVATFIONS ARE BASED ON U.S.C. do G.S. DATUM AS PER 12" MOM 201PINES �-- � i10•0P \,, 4-1276-1001—?.0 HORIZONTAL AND VER77CAL CONTROL DRAWING rrea,a�Na o4.teo2.000� 1 R - GRAM I 0000'�P DATED 1-21-74 RM LWSOECO2 EN1RY 90'�7R 6�1R I� 7' I 766 aw•� KDB/ORL 0-M I I �/ �/ 236 • 13'1�INE 3 / A"F7R N IE 10'PVC-234.41 I ( 1 /%''' �!� I �. DOC. NQ 7P-23T68 00 PER a �� • C�1 TCH BASIN ' i 'FI ;�''� ti �' I rr000 � ' r=- ow"21 r wra �E• s IM - 234. - I --�..., �� 2? At13'P NE � r 237 «v ww. E 23� 235-� 6" DIAMETER POREN RISER .—r.. ' --.—._. _ ten•—_ _—ter. _ +"'� • A I ..... • —• �17 �!� Bradley ci•rJ �— �• I N n/ ' Corner xT RISE — l Pow N •',. ,� — -- '�'r 0) JECTftwwo ITE 4 �7 ® F W. I TIGARD w « Pop. 89.996 lletyer too sF EPON EXISTING� CONDITION PLAN • lAlttf N�.: VICINITY MAP , C001 SCALE. N.T.S.. aee tw a.«d>w�red. aUPM140M !d n M11»Ia.r,wtlwnYlll ...r.w.v...Vw>:W.n 'ra . y .•.yy� �.. - -.. )1_ - - .. v � moi+R '�!9''!ti•1 {d' Nh ,e' ,..�T0.FITM.T"'t . - . ._... _ i� s . MM wG.M.I.iWMIIO+M".^U'RMD.9F4iR"l..-al:•n!. nM.rry'.w. ., - .. - 1 e • '/- - -- ',gip - • .,ryxW .. .,r•e � r� e, Ib 12 14 16 k I Ili �i 114111111111�i Illllll�lilllii illy 1.111111 11111111111111) llillllltil IIIIIII�11� 'r a.,. Ilillll�l111111 IIIIIIIIIIIIIII ,,.. 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CONSTRUCTION NOTES, •' CONSTRUCT 6' WIDE CONCRETE SIDEWALK ALONG GREENBURG AND — T_ SW GREENBERG ROAD (COUNTY ROAD N0. 2474 — 05' S1DEWAI.K ALONG ACCESS RD. 4 PER 10/C200 CONSTRUCT ACCESS RAMP PER 7/C200 3 EXISTING STREET LIGHT TO REMAIN. MEANDER SIDEWALK TO AVOID LIGHT WPM ARCHITECTURE � 1 ONE FOOT NON-ACGESS RESERVE STRIP EASEMENT ''�� O POLE, MIN. RADIUS-4 FT. i O MEANDER SIDEWALK TO PROTECT EXISTING TREES. MIN. RADIUS-4 FT. 60 NW LITH AV042 200 PORTLAND ORIGON 97209 • . . ,� : ,. ..' ` . ..• . .. : •��, �� . •.. .: ',. "., •, x„ O SAWCUT & REMOVE EXISTING CUR"AVEMENT. TIL 503 $27 0503 PAX 603 $27 0606 ROW INSTALL COMMERCIAL DRIVEWAY PER 9/C200 NEW ROW '- �` _ I 13 ~ ' � ' '•` ' O NOT USI:D Fa. PACIFIC INSTALL STANDARD CURB UNLESS OTHERWISE NOTED PER a/C200 • I 5• si ACCESS RAMP PER 12/C200 6rOd �� A1+a� I 26 5 . O �r ° >tiio 8 (Typ) I I % 10 4' WIDE NON-REFLECTIVE TRAFFIC PAINTED STRIPE (TYP.) Typ.) "10 000.arm 1f MONUMENT SIGN REFER TO ARCHITECT DRAWINGS I t U 2 R-5' n'• 16 9 16 12 NOT USED r S -4' I R-49. I I 1 R-4' 3 13 REMOVE DRIVEWAY AND INSTALL NEW CURB AND SIDEWALK PER NOTE 1. R-25 I I M5, I -25' f f4 CURB ENDING DETAIL PER 1/C200 5 . 24# 13 RELOCATE SIGN TO BACK OF NEW SIDEWALK • 24' --Joe 18.50' 1 fa PAVE PER 2/ 200 PRE-FAB 24 g' CAR/�M 17 ACCESSIBLE PARKING SIGN PER 86/A801 a 18.50 las' " 9 STOP AwSTA► WELLS (4 TREES) fa NOT USED a�, pRIOR GRADING ACR 'TIES I 6' EXPOSURE 71 R-3' 8.50, I � ST AND CITY19 NOT USED 18 CURB 1Q � N NTNG CORREC I 26' 6 I 1RE'F TYPE AND © NOT USED Tb PL T. 21 TREE PROTECTION FENCING PER ARBORIST RECOMMENDATION. FENCING TO BE SIGNED »TREE PROTECTION AREA - DO NOT DISTURB". (PROJECT ARBORIST: • I 9' 9' �! 30 BILL OVEN, PHONE 503-222-7007). 011 EXPOSURE 6' EXPOSURE I CURB 18.5' CURB rte`` Q PAINTED TRAFFIC FLOW ARROWS PER 411- . �► P I R-100' 0 0l I Q STOP SIGN PER 6/C200 (WITH RIGHT TURN ONLY SIGN FOR EAST ACCESS • �• 7 / I ON ACCESS ROAD NO. 4) C 34.57 ' :, \ 1b, �:. ,• \ , ;��. • '' . . :• ' Q NOT USED ;•• ♦. . .• t 5 •'• ' 30.J3' ' Q DISABLED ACCESS RAMP PER 7/C200 .;. •M.': ••• 14 I Q ACCESSIBLE PAVEMENT MARKINGS PER AS/A801 5 17 R-35' . © :RO SWALK STRIPING PER 5/C200 a 6 Q DISABLED ACCESS RAMP PER 85/AS01 LES SCHWAB TRE CMMS 16 ( 10.29 90.77' 4WF{r WIDE PAI ® ZERO EXPOSURE CURB PER C2/AB01 (77z (PAINY E 2�) �0 EXISTING TREES TO BE REMOVED W ' LIMITS OF SITE WK DESIGN R-14.50' i 2 WASHINGTON t SEE ARCHITECTURAL DRAWINGS 18.50' �- 1141 FOR DESIGN INFORMATION 21 14 • ' ( 14 �1 n � SQUARE TRASH PROPOSED B I LDI NG I i 3 LES SCHWAB D CLOSURE FF ELEV.•24 00 ��: I� 30 Z W Q F4A8o P I ® � � TIRE CENTER TRANSFORMER 9 cc PAD 24' Z I • z uj Cj i TPAVe OR r . , o ;� :• 11.25' l w .r •f...• � 1.. 1, • . . `• •: 1 . +,. f' • `.. •. ► •� ': r, ..•,' . .. �: I N ��Z— C. \ pmxwr mw 04.1802.0005 \ \ \ SCALE `� MO LWSOSP01.DWC \ ` 20 0 10 20 40 O DAPE/BRL �r� Q\a FLOP. 05/11/00 1 I 1 INCH FEET D) FT OflE rp0 aRzvwa« a1� EXISTING PARKING LOT ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED ,POTENTIAL UNDERGROUND E / / BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE FACILITY OWNERS RULES ARE SET FORTH IN DAR 952-001-0010 THROUGH DAR 952-•001-0090, YOU MAY OBTAIN COPIES OF THE ""ONE CALL" RULE(NOTES THE TELEPHONE NUMQER FOR THE' OREGON BY CALLING THE CENTER. UTILITY UTILITY NOTIFICATION CENTER NOTIFICATION CENTER IS (503)232-1987). 246-6699 NERAL NOTES LEGEND: I THE CONTRACTOR SHALL COORDINATE START-UP AND ALL WORK WITH 7 ' DURING THE COURSE OF THE WORK THE CONTRACTOR SHALL 14 DURING THE COURSE OF CONSTRUCTION, CONTRACTOR SHALL KEEP ALL DEBRIS PROPOSED THE OWNER. COORDINATE AND ACCOMMODATE OTHER CONTRACTORS, OPERATIONS CREATED BY HIS CONSTRUCTION EFFORTS OFF CITY AND COUNTY STREETS. EXISTING OF THE OWNER AND LOCAL GOVERNMENT AGENCIES. 2 THE CONTRACTOR SHALL PROVIDE ALL WORK ILLUSTRATED N THE 15 CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF NEW WIRE UTILITIES --- S SANITARY SEWER DRAWINGS AND ALL INCIDENTAL WORK CONSIDERED NECESSARY TO 8 THE CONTPACTOR IS RESPONSIBLE TO REFERENCE ALL ARCHITECTURAL, AND ANY ABANDONMENT OF EXISTING FACILITIES WITH THE INDIVIDUAL UTILITY �,� PRQFf�, COMPLETE THE PROJECT IN A MANNER ACCEPTABLE TO THE OWNER. LANDSCAPE: ARCHITECTURAL, MECHANICAL PLANS FOR ADDITIONAL COMPANIES PRIOR TO CONSTRUCTION. G GAS INFORMATION AND COCROINATION REQUIREMENTS OF THESE DOCUMENTS. .919 3 THE CONTRACTOR SHALL. COORDINATE CLOSELY WITH THE BUILDING — r TELEPHONE K�I� CONTRACTOR AND REVIEW ARCHITECTURAL PLANS AND MAKE 9 ALL PUBLIC STREET IMPROVEMENTS SHALL BE CONSTRUCTED IN 0 N ADJUSTMENTS TO ASSURE ALL UTILITY SERVICE LOCATIONS ARE ACCORDANCE WITH THE CITY OF 77GARD STANDARD CONSTRUCTION p POWER _ r?s ,¢P COMPATIBLE AND DO NOT CONFLICT WITH STRUCTURAL MEMBERS, SPECIFICATIONS, LATEST REVISION. 4b0 INCLUDING FOUNDATIONS AND THEIR ASSOCIATED LOADS. 10 ALL PRIVATE IMPROVEMENTS SHALL BE CONSTRUCTED IN CONFORMANCE WITH x WATER LINE Y L. 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMIT'S, FEES THE LATEST EDITION OF THE UNIFORM BUILDING, PLUMBING AND FIRE CODES DMIRM 12/31/01 AND CHARGES, TO CONSTRUCT AND INSTALL ALL IMPROVEMENTS EFFECTIVE AT TIME OF SUBMISSION OF THESE DOCUMENTS TO THE CITY OF WCUTAND REMOVE J.XA ISIINCG, PAVEMENT. E� ILLUSTRATED N THESE DRAWINGS. EXCEPT SITE DEVELOPMENT PERMIT TIGARD. PT�ALE �AVEMpNT,ROR , WHICH WILL BE THE OWNERS RESPONSIBILITY T E �'� F 11 ALL UTILITY TRENCH BACKFILL IN 'PAVED AREAS AND ADJACENT TO BUILOINGS LANDSCAPING AS SHOWN SITE PLAN 5 THE CONTRACTOR SHALL EXPOSE, AND VERIFY HORIZONTAL & VERTICAL SHALL BE GRANULAR, UNLESS OTHERWISE APPROVED BY THE SOIL ENGINEER STANDARD CURB LOCATION, CONNECT AND/OR MATCH EXISTING UTILITIES AND AND JURISDICTION. CONCRETE WALKWAY -:a• ' IMPROVEMENTS, IN CONFORMANCE WITH THE INTENT OF THESE PLANS AND SPECIFICATIONS, T^ ^ROWDE COMPLETE' AND OPERATIONAL 12 ALL UTILITY STUBS TO HAVE 2"X4'X4' WOOD MARKER IDENTIFIED WITH BLACK BOUNDARY OR R/W SYSTEMS. PERMANEKT MARKER. — -- — — — — EASEMENT 6 THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAU71NS TO 13 THE CONTRACTOR SHALL BE RESPNS9LE FOR THE CONTROL OF DUST AND GRAVEL PROTECT EXISTING UTILITIES AND IMPROVEMENTS. ANY DAMAGE DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUC77N AND SHALL _ C100 TO EXISTING FACIUTIES OR IMPROVEMENTS RESULTING FROM THE SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. ACCESSILE PAVEMENT MARKINGS ��e3wo►NnburpRe. CL*4TRACTORS OPERA77N (OR SUB-CONTRACTORS) SHALL BE THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING Sl1Pf11 fft REPAIRED OR REPLACED AT THE GENERAL CONTRACTORS EXPENSE TO ENVIRONMENTAL PROTEC77N AND OBTAIN ALL REOUIRED PERMIT'S. ACCESSILE CURB RAMP � 301 38 • ,, rte" y •. II. 11111111110, I I II I I I I �II�' I II�l111 111!111 IIIIlI� Iil�i11 II�I�� iiiii tl.liiili� "''' n 11�1lN rh�lm �i 1� fi IrTitlydl >�6 f6 I lRlr I 1�'I i1W 11II ,� .• j . ; Inlrin I mu nul rl nu) r rvrLlfilnuln do r uul�n111r�rnllr Irt r r r dr r uuh r nnb r nnit�luu6 r ndn t ndT�i unb. nd�un111;iluulr r nnlw 1 r ur6 r nuhlTilrruh uu6 n _ 1 , �.A e '... ...w+rsf•r--•wwn-....ew.-:.rt*+•.rrtrn.rwwww..:-iw.wr.w• R-« ' •1" '• . . .• . ' '•' -. .. _.... • +1M. ,.+..+. .^o►•. � ..�.wlrw---r+.ri•,rvr.ui•..:..-..r.s�.rwa.neiw^w.wv..-..env.e..-..�-ai!M!R,•wwi✓�•Maatn`�N. ��M.-+.,r•uri.ara_,a...... ..ww..... .. ..wro !ONK�w.n.nuMll.si+w,,...we.uw•.•..n..rrrM»e•.w....�. i -,,.r-,_.w..�.,,.. .+.�.w.....+.r+s.r...:,...r....+..•...nr....,mw.,...•.,....,, .+..a.rr•...r•rrs:.r.n.�.r...4.n+r.wr..-----•-_.�-+eww....: ..N,..,nw,4 ��w- .e:.,. .•..rKwy... r........... .,,.,.NAfHMYtli1K+�'WR.e.:Me.+11Y1�'. .:.. , ......rpyr e.+.N-...•.a,Lifh,.�ll»M1��V'. _ .....* ... +..... _. -. -•ww..•a+.ry,uw•1n.rWw•ai.'O..r•YeYzvr,..-w.»�+. ..... ...�.. .w,.•.�.y .�..., ..,»syr....w..�., -.....+w,.-w.v-....+.w w+- w-1.+•.w+•.•r�r.n+..•..e•.sr..•,.<-w...•.rws+�....a•.•ra•wpm._w....rr..•,.....u..•ar......r ..a .r-..:•..- .. r}z of "AA; !, c9 ,x 1 2 3 4 1l CONSTRUCTION NO ES: (f NOT USED CONSTRUCT STOR44WATER DETENTION POND. Q PUKE 910FILTER BAGS IN SWALE PER 4•/201 WN ARCHITECTURE ,. r • �'.. #13 NW 13TH AVM2 300 • "1�` [d] 4O SILT FtVCE PER 2IC202 TYPICAL TLAND MOON 97M • i , � -_-�.-T—�-r _ _ r �'• • ' �.� ".` '""'_�'--� O INLET PROTECTION PER 1/C201 TYPICAL /AX 503 4V 0606 TEL 50,1 $27 0606 i re GRAVEL COINS TRUC 7ION ENTRANCE PER 3/C201 �� 7O TREE PROTECTION FENCING SEE NOTE 21 ON SHEET C100 • . . PACIFIC "0d OF MOM "`' SW REENBERG ROAD (COUNTY ROAD NO. 2474) • � O EXISTING TREES TO 8E REMOVED ��"��-VJ-�SD SS _� —._ SS vr..y� - O 730 I FGEND,- lu .. . X40. . , •.r, .,�. •, 'e .'- --- `" ap '_*' 'Q��a q, E10SVNG PROPOSED ,.- FIELD INLET I L INLET PROTECTION \ ® CATCH BASIN O1 _ I- 4 ��na 5t+► � CLEANOUT • t n 7 SPOT GRADE ELEVATION ♦ 239.68 `~ CONCRETE04 - - + 7 STANDARD CURB C4 C4r N h 239 CONTOUR 240 10 I o ! SIL T FENCE — ar c ; ! N NYST S (4 TREES) PRIOR OR ACTT ON& SULT w7m 101 1 CURB M W DE NO TREE AND WN 6' EXPOSURE AWN OR M y N CURB 3 TO C,3VIENT. LES SCHWAS TRE CENTERS 0" EXPOSURE i CURB • M WASHINGTON AMOM VAN � N J R10CE ► •. '. �. i. i ►' • a • . a s. �•� , , %,, ♦� h cc SQUARE 1• 7 0' EXPOSURE m CURB N Q I LES S(.".HWAB N 04 � . �t • .'• � . . ..� , . •. . � o w � TIRE CENTER co �. • '• � � TK3ARD, OR p ... _ 8 ' N N �. N rwarcrr mar 0-k 1802.0005 I ntt LWS0-;P01.DWVG - �� •. aM�+: OAPt:/BRL :• f TOP OF POND nor, 05/11/90 PROPOSED BUILDING --- - MIN. El v�23 �,� 5117wov XCEPT)AT Ncy OVER W R r FF ELEV. =240. 00 r •� ' N N tr11'! Cj ♦ LF l E - d .•i. 00 C4 ce N N \ \ ` N 4 � r `J + EXISTING PARKING LOT ,��•p Pk 5Off�� 2s ON \� L. UPIRES 12/31/01 SCALE WADING\ 20 0 10 20 40 EROSION CONTROL M ' ( FEET ) 1 INCH 20 FT • �r Ho.: ci07 6666 111 Orwbut6 Rd. OUPO-00266 401 16 a . - Mo% � , ?'. - r ..._::,��'._:.. . '°°..�+_�'w'-`-..iri• t.. yam.... ,...w.' � �4. �."R°° -' �,,yO,�,N1,r,� n•tcuS, �u,� ' alll— t rC w? 1 4 6 ' IIi I�III�IIiliil it I I .. IIII �IIIIIII IIIII��IIII I1 11111{Illllllll l�lllllfllllll 11 Illi I Illllll Illl�lllilllllllilllllllllllllll I l I �m i IIIIIIIIIIIII Illllilllllllll IIIIIIIIIIIIIII Illllllilllllll Iilllllllilllll IIIIIIIIIIIIIII !IIIIIIIII � � xm nu) n indi 1 c+iL�u!1N1�t A ')�.i�untll�llnnM�►nd�i�,�x��ndi�lnfr . ,' u��W�ut�utJ��Ioidi�ImdR�s'ii�h��md�Ixxhl�Itmh�ilxi�liiitlxxh�i��I�Imdlir�un!��i�nxludlt�il'In•drl�Irmhl�Imriu�ImrhiS _ a .,...-..-. -.....a•.-,,,...r..._...-,..—_..,,.....,.......,._.,....•••a...•....or..-..rw•.:....... ... ..... .....r.-...•,ar..,.w:«w»...w...••ar. .r> s.......r...er:-. ,.-. _......— ,.. � ' y ,. _ . .,,.. W^' .. .... 'i,5 . .'•rlr••. �W..v+4M .r, .. ....e.v-ry, .h.v.. .rd..--. K `mow^ ' J r+ 1 2 3 4 A _ _ _ __ WPM ARCHITECTUREAp .. • • . '^"T ip NW 13TH AV&4A 300 M _ M �-••--`,.,``t_ -•�_,��F 1 PORTLAND OREGON 11770 TR S03 $27 0S05 0 M M -- `�- 1� _ MIX 603 $2 0606 ® SW GREENBERG ROAD --- -- ss s: ----- ----ss -- ss -ss --- --ss- .: - PACIFIC OW EV MDAM AVV= ..-_ M _._-�---- - .�M _________ _-__-___-_ M - _..__M _ -�"�.- 1•d••q• ,• 1 • { B d NO --- d -*-*,- -- - - -- -- -- - -- - d HO ----�--� �d NO_ T_ __`'-` Fltbt�• - S0 '+ ��1�` J �~ 48 48 NO i 2 . \ I I • • r ) I + I )I I � � ' 1 r I r , �EXTG R c IPER t �¢ •� E TLD ': 20 a c UTILITY NOTES: • I er 2 I ` K INSTALL 20OW H.P.S. COBRA WITH MAST G / E 236. 7 f ; I M-t ,12 24 ,1 PRE-FAB f V LUMINAIRE ON EXISTING POLE. I 1 239.35 I ' STOp ( I O � UNCOVER BURIED 12 CSP FROM CATCH BASIN ► �: I a OUTFALL EXTEND PIPE IF NECESSARY AND ` �� oz INSTALL 5 CY OF CLASS 100 RIP RA?, I --_�--- ----- -------�--- -_-`-- I _ I -- -_ --_--_i`'3 _--__._ 11 V IE-1236.0 t 7 �yrw� 51 REMOVE EXISTING LIGHT POLE h NOTE: AI.L RAIN DRAIN (RD) , I • AND FOUNDATION DRAIN (FD,1 12' i I � � 5 REMOVE EXISTING CULVERT I ® 10 x8 x6 LATERA.S SHALL BE 4• L�.�. fE-?36.12 i5"x8ir10'i „°r I ,11 DECOMMISSION EXISTING DRYWELL WYC• WITH A MIN. SLOPE OF 1.OG1� WYE, IE I V =236.36 -236.0 © INSTALL 5 CY CLASS 100 RIP RAP LES SCHWAS TIRE CENTERS ! 2 70 LF 6 PVC 10- PVC 1E�2 27 67 LF 12• PVC w - 1 I 6 •S0 O 5-0.14011 1? P S� EXISTING CULVERT TO REMAIN UNDISTURBED. ► !se E- O co 94 �' a w .148611' �� N ► 48 p� ® INSTALL ACCESSIBLE BACKWATER VALVE AT FOUNDATION DRAIN CONNECTION. I I `6 59 RD RD RD FQ.w ,a • .; • • ' 1 LF 4o 10 s LF 10• pvc 59 •";. :b'.• . ' 1 WASHINGTON GENERAL MOTES. Q O S-0.14SOX M 6 s• '�A::�• �:�: , � � SQUARE 1, ALL STUBS FROM ROOF DRAINS WILL. BEGIN 6" SHORT TEE WITH 5' FROM THE OUTER WALL OF THE STRUCTURE SCREW IN CLEANOUT RUNNING A MINIMUM SLOPE OF 0.02 _ LES SCHWAB _ •'--' 6' PVC TO FLAT TOP MH IE PE's: PLAN ?. WATER PIPE UPSTREAM OF METER AND DOUBLE DETECTOR CHECK W VALVE TO TUALATIN VALLEY WATFR DISTRICT STANDARDS. I � w • '• 58 18• 3• CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION4a WIDE TIRE CENTER 1 .99 C9 1 WN/1E STRIP/ OF ALL EXISTING UTILI77ES AND CONNECTION POINTS, PROPOSED B ILDIN4 s' 'a M" R-235- 1 � .• ••. CHOR 4• ALL SAt.ITARY AND STORM PIPES 10 BE CONNECTED WITH A 'WYE' FITTING. � +� RIM-23 .43 IE-235.43 'i ', 18 II , 235.86 FF ELEV.=24 • OD �r 'S" IE 1 '235.27 4 -- ---_--- I �� I 5• NEW ELECTRICAL Wt�RY. SHOWN FOR CooROINATION PURPOSES ONLY CB :•' 15" It T-235. 1� : SEE ELECTRICAL PLANS FGR SITE LIGHTING. TIGARD, C* RIM- 9.00 ro•' 4 IE T-235.5 M 54 IE-235-91 I I TYPICAL DITCH INLET ' 15" E W/4" OUTLET PIPING FOR LEGEND: R IVES /i IP AP, jDENTI�, 0 ' . ^• IE-2 5.91 1: SCALE: 1 -1 C PROPOSED ISTIN s%%*;►mo_, 04,1802.0003 6.43 LF JO" PVC- R - .P TOP OF POND O S-0.1486X , MIN, ELEV-23 .4 FIELD INLET ■ 1W50UP01.DWG TRANSFORM ti, , O - ,1 .7X EXCEPT A T E R ENCY OVERFL W PAD I I - DWAM DAPE/BRL 36 L 4" PVC DI TCH IN ET AREA DRAT TYPE II GA tCH BASIN �@ RIM 05/09/00 I - BO GRATE (N) EV-235.03 30.66 LF 4" PVC ' p SUMP EL V-232.93 • CLEANOUT awm, 1 �� O S-2.90X .F 9 6 IE �W)-235.93 FIRE- HYDRANT DAM STORMFIL TE d , $b I`\ ,. IZ91 6 PVC O S .37X � RIM-238.37 ' �°i - I ► 59 '.' ' •i ' s. " IE IDI-.'�35. ti p� ♦ / f Q j _,_ _ •'. ;nt' ;'•'•. " 1r OUT-1 EMERGENCY 0 RFLOW LUMINAIRE N �' :�-..--- -�,; -� .:r: ---.1- ,-'_ .IP 0 .: .'•! r ELEV-237.1 SIDEWALK ELE I iT • �'1 .• -L= ,-' '" i 1-+. w-a.1�! r *;Y ' l_. 1.3x4.0'x0. L 50 RIPRAP WATER EASEMENT Or►� 101� _ �" --� WA TER W -- v STORM SEWER SD 0! INLET AREA DRAIN TYPE II ' REMOVE EX G FIELD INLET & BO OF GRATE (N) ELEV-233.03 INS FALL FL T TOP MH SANITARY SEWER $ \ SUM ELEV-230.03 RIM ELEV- 7.60 \ . 1 T (V1)-233.03 CONNECT EXTG 1!" STORM GAS -C I EXTG '2w ! OUT (3)-2-33-03 6w IE IN� .60 6 PVC O S-0.AOX 6• IE IN E )W 4.40 ~ORIFICE-234.85 TELEPHONE EXISTING 6" IE IN N) W/4.42" ORIFICE-?34.85 POWER S TING PA RKIN Q LOT DITCH INLET AREA DRAIN TYPE It DwE F' BOTTOM SUMP ELEOF GRATE (N) ELEV-236.33 j: / 6. 115 8 LF 6�WP 30 S 9.69X pI Nf`�i M 25 SCALE 11 ��Or.� �.�e�` 20 0 110 20 .10 EXPIRES 121311W � opo a ( FEET ) �, 1 INCH - 20 FT FOA �0� STORM ATTENTION: PLAN OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED POTENTIAL UNDERGROUND BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULCS ARE SET FORTH IN OAR 952-001-310 THROUGH FACILITY OWNERS �Mo_- OAR 952--001-0090, YOU MAY OBTAIN COPIES OF THE "ONE CALL" RULES(NOTE THE BY TELEPHONE THE CENTER. UTILITY NOTIFICATION CENTER C102 NOTIFICATION 'TER S (5 3)232-1987) 04EGOIY UTILITY 246-6699 6166 SWW+••nbwBRa sunrr� M 6d � •.ar.�.rwa.w..,.,�, _._ ,. ..., , �J.� •�ty Jy.,�'' >~n,`F t r ..e•,.:y •y , -•,F.. ,• r.. MOR ... _ V ? f) • 10 IFI b , w j i t � I • k • �� I,I Illilllllll!III IIIIIIIIIIilIII.IIIIIIIILIIIIII UJIIII�IIIIIII till ( + I I , ',` IIIIIIIIII Illlllllllil(1 ' � Illlillllllllll�!lIIIIIIIIIIIII �I ( I I ` ,. llllli.11!lIIII Ilillllllllllll llltlllllllllll�Illlllillllllll IIIIIIIIIIIIIII IIIIIIIIIIIIIII IHIIIIIII ;. tR l 1 '� �ulan II r nr6 a nu � t � �� ' � � •, ,� I r umI uul n nrd �� In r61,�uu111�nnll r mrin nnli��unllr r null I � �1 � ` ` ? .., r�rLoellfinrrlr �nahl�r+uuhi��rnthi��nnllNrlurdrlrudtlnlr+ol6tlimdrliilnnhr'Rrr�ndA��onhlwdrr7r�uullls M ^ ., -.._........ .....�._.. ... .•.... ........_,_..... _ :�w a .,�- �`_ ,: '",• - _ ... _ '�•��1+ �' . ... _ ..e1.•'MYIMiYYi.lw•Arsa.Ylappvw,Y'�'nYMM_ � !+^.�,�+Iw'.®+r'rlw+•^�+�. r..._-...,,, .. .... ... -..wr-.m..•...•n-•...,«» ,c- _r .... ,.... ,. ..,. .. _,aw., ,,,r„ , .. +..- _ .rwr n �IIM•il+•�..� - .r+uew.rJsnrew.nw.••rw+•,.... , i�, «y> i 4 5 • 6 =72 DIP WATER - v LENGTH AND 1'i_EVAT7ON OF SANITARY SEWER LATERAL 10 RE INVESTIGATED BY CONTRACTOR. CONNECT TO L915T ANITARP SEWER UNE A IN GREENBERG ROAD AND INSTALL 6" ,SANITARY UNE TO A POINT 11' FROM THE BUILDING WITH A of IN 41"MUM SLOPE' OF 0.0100 AND A MAX. IE AT 11' FROM THE BUILDING OF 233.20 ------------ !� ' •'-.-• �`-_ -- - in Jt APPRCX 100 LF 6" PVC O S-0.0100 MIN. 0 •, , : . :. :.' `''�-- a APPROX 80 LF 6" P',C O Si0.0100 MJN. � ARCHITECTURE • r ~• Al �•�`� 1-1,/2' DCVA PER T►MD DE' OF102 SIJ NW 13TH AVIMM 30 O (INSTALLED BY CONTRACT rORTLAM OREGON 97209 SW F�EEIVBERG ROAD ` �+ � � '• �^�'~T� • �' - J� 1-112" WATER METER PER TVWO DET 702 n 603 427 0505 INSTALLED BY TV WATERDISTRICT) PAX 503 427 0506 DCDA W/O FDC PER TVWp DET OF200 -"`-'-� --------55 SS - _-__.____�' (INSTALLED BY CONTRACTOR) 0 J - —SS _` 23 LF / FIRE WA TER WI TM MEGALUG _ RES AwiNG JOINTS r �Ic 30) S5 SEE MECHANICAL FOR CONTINUATICN. P, VI1 0400 dT Na" IVSM M -�'� M _ M _ I 4/ FDR CON NUS 170N. WATER. SEE MECHAIIICAL muyxk . OR rpm-Viso 3 ix• --�- ` �� 1,, + .. . tJ, �• " ,; �� . '' -' • . ( .___M 1 d x6 xd" TEE MrbcflC, WW.l Ae9WCVH 0 �-.d d .i0 - '- —_ . • • �� 1<' ' f l.� HYDRANT ASSEMBLY PER TVDW I 01 d HO ---_.� - .- -------d 110 - —d ►IU ,r. 'i 0 �3 4 TAPPING SLEE►TAP G,8'�".V,WATERLINE AND T ,;IV CL INCLUDING ; r r,UST BLOCK 4. HOT A 2" TAP T6� 0lP�WATER 34 49 •M d HYDRANT ASSEMBLY PER TVDW DETAIL /101 I 36 (3) 1 DECOMMISSION EXISTING WATER VALVE O METER. •' 26 COORDINATE WITH S TU DAVIS, AT TUALA T7N f • �•- �` LEY WATER DISTRICTr PHONE 503-642-1511. 51 REMOVE EXISTING LIGHT POLE 2 J1 M ® INSTALL STALL 60 SF CLASS 100 RIP RAP AROUND T ENDS OF S t ORM PIPE 3@ 90' BEND & THRUST BLOCK 3� 151 LF 4" DIP WA TER ISS CO I T 39 4" 90' BEND W I � O /THRUST BLOCK 20 BEN 67 ! �" 61 96 LF)DIP WATER C S9 i 46 --- ` ® 6 266 LF " DIP WATEk 0 24 ._ I Q Q 97 LFrDIP WATER I 64 r " 1 WATER I 156 Q QE AND THRUST BLOCK. • I � d x�. 7 (f 65�- -•-TEE AND THRUST BLOCK, /o'X6•/ lI!?6� \ 42 62 + i ` I Z � 121 6 FIRE DEPARTMENT CONNEC)ION (FDC) PER 1/C102A. f 32 p. 6 h=71-4- FDC TO SLOG FDC CONNECTION SEE' MECHANICAL FOR CONT, � CO ' -r YAK _ - ._ 4"X2 I/2"X2 112" I V POL I SHED CHROME /� ' • °: �.+,' �� ' ti ,� r •` r• j .. '•• '• , ,.• �e,,� ;�1�`�• .j~� i•44 .- nos ' a{:'�.1'� A 2' '� %• DOABLE CLAPPER SIAMESC ° LES SCHWAB TIRECENTERS • r r ! . �• •. WASHINGTON - + I ALL I I NSTA AT I ON I I 1 I 12'x22" BROOKS METER BOX WITH RISER TO PROVIDE FULL SQUARE p 68 r' + .'• •• . 1 COORD I NATE W/ ARC - ACCESS TO BALL DRIP VALVE 59 ! '- ti'I OR STYLE/COLOR i4ND 4" WAFER CHECK VALVE r I GN l NO OF FDC WITH X" BALL DRIP ON t LES SCHWAB • 41 ;.'...,. SIDE OF CHECK VALVE, I t I ! . ACCESS I BLE FROM SURFACE + I 12 I f 51 •�•' •� •'' ALL SIDES 40 PROP0 FF I , i 6" MIN. TIRE CENTER 6o PROPOSED BUILDING I '• �� FINISHED GRADE I (FLUSH IF IN PAVEMENT) I I - ----- PACK INSUI-ATION Tl�ARt) \ I I AROW7 VALV- FOR I OR I FREEZE PRO 4C) - a TRANSFORM 46 • ! - _ _ CONCRETE I ( I I PAD • :• L •\ � '.�. I , -�L - 3000 RPS CONCRETE i 24"M l N - 36" MAX. ��.: 04,1802.0005 r •. -- - - _• (FIELD INSTALLATIONS) i i I ^ LWSQUPIA.OWG I DAPE/BRL d ,• 19 4" STEEL PIPE FLG X NPT I ( I I \\ \\� Q � ``!�� •. I j I I FLANGE rtort 03/09/00 '�` s. . , �•.�...•. * , •,c 1'K.�';. �. •.�� I I I COWL ING art E .. 1 �• ,.;« ► i ',x r�... ;•.. ' ADAPTER 0naan► afn 4 pi_O�-V/ AMP*W4 GJilt'i \ ` 4" FLG SLOPE \ \ IPE 90' ELBOW TO DRAIN TO 'd \ \ ` DOUBLE CHECK VAULT \ \ \ \ OR PROVIDE ALT. I INSTALLATION. EXISTING PARKING LOT > C.Y. 3" DRAIN ROCK FIRE DEPARTMENT CONNECTION 1 •.i• SCALE. I'm NTS .102 PR�F� NG NE / 4 ORF. N F�/A,! NOT S. u }�� . F LEGEND; ?o o SCALE PR�QSER 20 40 VALVE.1• WATER PIPE UPSTREAM OF METER AND DOUBLE DElECTt�P, CHECK �� _ _ _ �' � EXPIRES t2/fit/pEr VALVE' TO TUALA77N VALLEY WATER 01SMICT STANDARDS. Esau= �� Ii► FIELD INLET q WATER W ( FEET ) !� 0� Smw : _ __ ? INCH 20 FT 0 WATER AND 2- CON i'RACTOR TO FIELD VERIFY HORIZONTAL AND VE"R77CAL LOCA T7ON � CATCH BASIN �>m - - � ------ SThAM SEWER SD- Of' A,IL EXISTING U7IL111ES AND CONNECTION POINTS. _.._ SAN CLEANOUT "— SANITARY SEWER c--- ATTENTION: SANITARY PLAN J ALL SANITARY AND STORM PIPES TO BE CONNECTED WITH A 'WYE' FITT7NG. OREGON LAW REQUIRES YC)U TO FOLLOW RULES ADOPTED POTENTIAL UNDERGROUND F1iYE HYDRANT GAS J` BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE LUMINAIRE � ! RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH FACILITY OWNERS /fes TELEPHONE r— OAR 952-001-0090, YOU MAY OBTAIN COPIES OF THE "ONE CALL" ��• RULES By C.",CLING THE CENTER. UTILITY NOTIFICATION CENTER • POWER p (NOTE: THE TrLEPH(MiE NUMBER FOR THE OREGON UTILITY C102A NOTIFICATION CENTER IS (503)23271987). 246--6699 IM IW „�ieinMd. OW"40t!M / �. / ......stiW'tX;VG..u..:w-.. :l•wM..-.... .sA J wNIM _ • a"fig r ... � ,.•�,• �'rllll�� IY 'I^! l�.V }( ..i. •. 10 - i 4 6 • �� • � alb i11!#1) Illllll�li�illl 111111 �lllllll l,allll�lllllll iilliilll ++ '" � r' ! I • II Illlilllll�l�..l � ,, Ifll�ll�l,ilill Illlillllllllli II j �, � (IIIIIIIIIIII IIIIIIIIIIIIiII IIIIIIIIIIIIIII Illllllilllllll II�IIIIII�I�I�� IIIA►�II��►III f��1�� . Its � ul II,�IunIH ��i r � • w�,•.,..•--. ...__�."._...,,,,,..........__....M.,..... " � 1•: � '�� ..�• .. _._ .,,,,,,,-, tlfilim6fiunld nlllhlmililli�u nallftltn �1 I nahlftlntihtltr�Itlf+lnuhlfilm�tiTilnuhr�� , . - < r. .. .A ..,.. ....-u.�.w•rv..A.w•M1rM•wOr ...wrrr...•on.te/w'+•...n+. t•Awi/••:.n.nM..r'wl,i• ;a - y } 2 3 4 5 • 1 > < 2 3 45 ? 8 206'-D' 22'-A' 20'-4` 29'-4" 200-4' 37'-4" 24'-0' _ _ 30'-0" - -- • .. --. __ 12-0 -'- 1 Z 1 - - 1 Z 1�-0�-1 1 Z-0 - 1 Z-0 1 -4 12-0 1V-4," -- --- 12-0 -4 - _ - '-4 i A -- --- . DS 03 05 DS I - r A ARCHITECTURE ,. 3��==-==1010== _ _=====101C -- _=====101D -_-__ __=====1G1[====_ -_=====t01►=-== ----===1010==-= _-=====i01H "- __=====101J =___ ____=====101K=== 0FLOOR SAFE CLR Sim me 1° MN I� • ►11 ORT"TMD t� 97� �-SU�1P PR � � � �i II a PAX fin 0!7 060rf I SHOWROOM RACKING LESS II IlioI THAN 12'-D' wawn—n II 1s I - nil n__n OPEN BAY • • MI • • • Ulj • • II - r I - - --- --- .,....... •.... . ........................... ........................ _METAL RAIUNOS AND S6RVIU DAY 1° I ® II ��1Jt1ARORAIIb BY OWNER � LZ El II I awlodt1 e II • I,„., .........................................„.......................,..I 7MSt una � L.J Le111Jo111 "�' 1V I I B —- - K- a _ w � DS II os, Fi to6L A00NE IOILET II •� �3'-10” 4'-2 43'-6' 4'-Z' 31'-2 1/2' ® curfow LOWA II • t EZ= ILOOKER am I— 1310 II 1 � 11e ► HALLWAYHALWAY b ® WAREHOUSE p I � i MEZZANINE ABOVE 1030 II CT-"T "T �H�N,7w A® p MANAGER We � -- ® ' 1 • 4'-Z” 105K AGSM I 43'-4' 4'-Z" 30'-RY 16'-1' I! °Fm SpR*m.ER MEN ------------------- C LES SCHWAS TIRE CENTERS 1 ��• STOP WALL YELOW OWNERS. 104J ABOHM •� M» II b LJ • A�31JM STUD ® II CELM D OLORgJIIE 1O KEEP 41'-0' .� o TIDE l�i►T RN 1aE uooM. �� WASHINGTON INSULATION H� FUTURE UTTLITIES DS II 3'-0 ,DAA II SQUARE ® II t I PROVIDE HEADER AND ROOKOUT TO I! rt •t II ;� ACCEPT A RCau DOOR. # HDOOR °� FOR 917EE ,� I! LES SCHWAB AND &%ZM REQUIREMM.. 1r a WAREHOUSE TENiMdT Mo 104CTIRE CENTER 1 I wo b m II SEE F1/A301 IIair p FOR DOOR II TIGARD, OREGON ELEVATIONS 1041 AOM II p wn 4w mam na: 00113 p - - es nut N113S01 0= DAM N 09 13 II 6@-444'-0 Al'-4' '-4 18'-4' 22'-a' -4'� 9'-4" 9'-4" 206'-0" 2'-0" 2'-B 3 4 5 > < 6 > < 7 8 E1 FLow PLAN E 1 � 1 -0• - h t ROOF ACCESS HATCH 21'-1 1/2- ABOVE LADDER B 201A low N � "i►�I' : 2', •- DWNER 1O VERIFY STEPS q F=LOG PLAN NATES ARry FROM FLOOR TO MEZZANINE. fr1QLWINE .- MAX 6" RISFRS PER IJBC' .� 6 1003.3.3, EXCEPTION 01. 1. DIM SIGNS ARE TO FACE OF FRAMING AND MASONRY OR TO IAS ALT CER �tUNE OF COLUMNS AND OPENINGS UNLESS NOTED 13 VERIFY FINAL. FLOOR ELEVATION WITH 1�� 2. FRAMED OTHERWISE.WALLS ARE ASSEMBLY TYPE 911C U.N.O.THE EGON ' AND NUMBER OF RISERSPSED ON �TO�MEZZANINE T� FLOOR MASONRY WALLS ARE ASSEMBLY TYPE 4019 U.N.O. 9 S) AND ASSEMBLY 3. PRQ.JIDE BACKING FOR ALL WALL MOUNTED ACCESSORIES OF. Ow FURNISHINGS AND EQUIPMENT. VERIFY WEIGHTS AND LOTIONS. F 4. S13E STRUCTURAL FOR CONTROL JOINT LOCATIONS. sn[tt mu: 5. COOR LOCATIiON MEETING :'CUPANT EXITING REQUIREMENTS FLOW PSM 10 BE VERIFIED PRIOR TO TENANT LAYOUT. N Nw 6, I'INISH FLOOR (0'--0' 240.0' M N A201 F1 Mom PLMnoI Ae I Co- MM�M�'+!T'YAii"tOc`.f.r . i: ..ix Md. T,._,,.. yj>;+yi�Y'�k}�! [•. 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B _ ONI M IN SLOPE r I t-Ij F � Not ROOF PAD iiUiTElt OOMNNlPt>I� =R I ELEVATpN Felt t•OC�11ON1s � r TYP a --CONTINUOUS OunER LES SCHWAB TRE CENTERS WASHINGTON RAIN LEADER, r.F SQUARE � � LES SCHWAB CANOPYTIRE CENTER TIGARD, OREGON PRO=w, "113 ns, "113202 a lift 0= TI? SM. " Of 13 Armum um D - - - . /c; D II b TYP AT -- PROJECTION COURSE E , I 12'—d" 23'-4' i 22'-6' 22'-4' 20'-4' 20'•-4' 37'-4' 24'-0' 2081—D' 2 3 4 5 d 7 8 El r�.looA nm 1 • t win E) .......... '� �1 FA00F mm NOTES Y �� •yi p 1. DIMENSIONS ARE TO FACE OF FRAMING AND MASONRY OR TO CION CENTERLINE OF COLUMNS AND OPENINGS U.N.O. 041 2. ROOF MQU_-"TED MECHANICAL EWPMENT SHOWN FOR INFORMA ONLY. VERIFY SIZE LOCATION AND QUANTITY oREti�l1 OF ALL EQUIPMENT WITH MECHANICAL LAYOUT. 3. ROOF TRAFFIC PADS PER ROOFING MANUFACTURER'SQ�WE EMENTSVERIFY LOCATION WITH FINAL MECHANICAL. F 4. CURBS AND FLASHING FOR ROOF MOUNTED MECHANICAL SWV ME: REQUIPMENT CONMM E DAATTO TIOS� "VS7ALLED PER MANUFACTURER'S W)0F PLM 8. VERIFY SUPPORT OF ALL ROOF MOUNTED MECHAWCAL EQUIPMENT WITH STRUCTURAL 6. REFER DI/AI102 FOR TYP. VENT PENETRATION FLASHING. Y. ROOF ELEVATIONS ARE TO TOP OF DECKING U.N.O. sur►No.: A202 .�..won ,ne. L ......�--mwiftffia-w ,r r 4 T', :2 14 :6 j v :r i fl' � ��, to '/` .1 r ...-t a • }. 1 • { � 1i#��X11 � i � f ,�� .� 1 ,. _y . � �Illlllllillllllllllllllllll!111111 I II ' I �� ,. I II II IIIIIIIIIIII lIIIIIIIIIIIIiI IIIIIIIIIIIIIII IIIIIIIIIIIIIII illllllllllllll IIIIIIIIII °� A '� • i 1��mh�InnMiltrnll�� ih�Tibndllnndfinlr�idpwli hnb�i�dA�ilm�hllo�►Iuuh ..w,.....,. Niwr.a..-..,-.-.._.....v--....'..�....,.�•�..w++�.........,....,..i.r•-».+w+.....-.•..--... .�.ur.r. .. mw„a• �A�t�erkMl�.u,f.,�.,6•`dY..WYw�IWxt�. .....: ,.nwwwlrw.•,�WtC+'..iM,_ .... � � p •� -71:+ ��+M .. ... . ... - 4.�.�. .._. ._. _ �^ �x s •=w +v..n.rn.• ..+._..•..�.,.sr.....w.....-r._..aa�ww ..s,. ,a...:-m .«v. .. ,.... r ..• ,,,.. »...,.,,.. , .: .. .•...�.-w....... ..w»�Yry...ncAMi+MMw'M11e;.r-..- - ,.... -,..,- .. ,.ate,,.... .._ .:4' .. ..._.. ...,.., .,u. .. o...�.,r•r. .. .. ....,r,+w.e,..w.�.-w.r�..�.r�..«..,,.w......-. ...+w,».wr-.•w.r.,,.. �.r+..--w a»tr.»wnwMl.�+�,�w� t i 4= , is 2 3 4 a 1 2 < 3 < 4 > 6 < d < 7 8 20'-40 200-4' 29'-4• 37'-4• 24'-0• �— — 36'—O" -- A , I Imoli I I I 7T" ARCHITECTURE .. e Nil' NW OTM AV*" 300 8NXT1AM 00110011116MoffM Te m W om ---- A ._..,.__ _ 4 - 4 -_-------- - A �Ax Ni00 1127 aloe -------- ---_ l-------- -----� -- ------------ --------------- �_ -----------� _---------- ----j --------------- ---------- -- ----------� DAY Rou S DA TRW a AOM DOORS (RACK UONTINO j rl — 1 11 1 r SSEE NI EV I ICI Z............................................................................ TRUSSES ADM Ll 'QOM ' ER Lal o • ' aEm HALLWAY OPEN TO WAREHOUSE . STRUCTURE .. IF .: • r' ® �'ADM MEZZ LES SCHWAB TIRE CENTERS TELECOM C=O== OPEN WASHINGTON � STRUCTURE AM WALL. SQUARE LES SCHWAB I CENTER ON TIRE CENTER WINDOWS, TYP• I 1 ® TDIW D TIGARD, OREGON FUTURE WAREHCOSE m*Aa Na: 90113 rl,t 90113301 aouRe Kos DAM N 09 13 ax+l�no�e p - - - - - p • EQ EQ r r r EQ. EQ. TYP. TYP. I 200'—O• E < 4 5 6 7 9 a E1 cry PLm CE.L m PLAN L WEND FILM N01W 1. COORDINATE CEILING HEIGHTS WITH ALL MECHANICAL EQUIPMENT ALTON CELL M.EO CAL AND ELECTRICAL SYSTEMS. NOTIFY ARCHITECT OF CONFLICTS Q WITH CEILING HEIGHTS OR ALIGNMENTS AS SHOWN ON PLANS. RECESSED FLUORESCENT LIGHT FIXTURE GYPSUM BOARD 2. ELECTRICAL AND MECHANICAL DEVICES LOCATED IN /y D.OREGON mn /�,�SURFACE MOUNTED FLUOR. FIXTURE a llgnCOAFI HEL OPEN TO STRUCTURE D NTS LS TO BE POSITIONED AT MID OR QUARTER RECESSED LIGHT FIXTURE 3. DIMENSIONS TO FACE OF FRAMING OR CENTERLINE OF COLUMN OF SURFACE MOUNTED FIXTURE U.N.O. I F MP-01, GALVANIZED PERFORATED o PENDANT FIXTURE 4, REFER TO A1/A911 FOR CEILING LATERAL. BRACING sHM ma: CORRUGATED METAL SOFFIT PANELS WAV, MOUNTED FIXTURE S. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. ��RE�LECTED t ® CEILING HEIGHT An"VE FINISH FLODR 8• REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION CE4UIWI FILM FINISH DESIGNATION AND CEILING DIFFUSER LOCATIONS. 7. CEILING HEIGHTS IN AUDITORIUMS ARE INDICATED AS ABOVE 13 RETURN OR EXHAUST AIR GRILLE MAIN LEVEL FLOOR ELEVATION. a^ FgS sHm No.: r N3. SEE ROOM FINISH SCHEDULE FOR ADDITIONAL FINISHES. r � SUPPLY AIR DIFFUSER A �Om eu�eo�e SW=WM Rd. it 1•W A s s 10 12 I' E. 16 I • r �11111N Illllllill1111 ' 1!11 111111 111111111111111 IIII 1111111 !111111 �� Ilillti �� I 1 • �. iii ,� � � � ��.� 111r � ��►� �� .,�� ►�� . ., fill) , ...................nd I mA I 111"T ohm n Md� � � ,.•... t i d�lmd, ,00h i nnhRi nuli i ndn i mdRfi ooh nd�a mdiifi nnh i Hobo ,Irdl I oohlfil�ml��nnh n ,, ..+v...-....:-.w+••.+r,r...wse.-el..w.s+.�...row-e,....rwwr ,.�.�.wrr,aa..orw..-v-..w •.r.• � .. ,... _. .A,_--.• . _ H .. w. rw ..—,.. .•..... rw..n.�...-..._s,.,..�e,r....r,........+�••r,w—..w.r...._ r.a..+..a..�ti.- .>,..•r. „�..,.•Ir....we Tiyiw .. .c,r ►« - - 'r • 4 1 r1, I 1 3 4 i o NOTE: ALL TRAFFIC MARKINGS TO BE SOLID WHITE REFLECTIVE TRAFFIC PAINT AS PER D 1 MENS I ONS BELOW 3' OF CLASS 'C' ASPHAL17C CONCRETE A 1, -66 - Y 8' OF 3/4'-0w CRUSHED AGGREGATE MATCH ELEVATION AT VIW ARCHITECTURE EDGE OF BACK Y :A 0 4 ?��P SN NW UTH AVb#A 300 •.. �• ..:'� CON;REE DAIVEMAY rOftTtANn 9 M 303 X17 030e ►. — ? VAX 11;03 927 4b0� COMPACTED SUBGRADE 4,13' CONCRETE CURB OR FILL To 951 WRY DENSITY PACIFIC 1403�&W 18.1OW AIVIUX �.MNPA lcalt - -�IDid`8��'flff� • ewu CURB ENING DETAIL 1 PAVEMENT SECTION Z NOT USED 3 TRAFFIC FLOW ARROW 4 SCALE: N.T.S. C2OO SCALE: N.T.S. IN�OO SCALE: N.T.S. C200 SCALE: N.T.S. 0200 0 A NOTES:- 1. OTES:1. THE TOP EDGE TO BE ROUNDED OFF WITH A 1' RADIUS ON THE PAVEMENT SIDE AND 1/4- RADIUS ON DIE LANDSCAPED SIDE. 1 2. PROVIDE EXPANSION JOINTS AT CURVES, TANGENTS,, AND S a, CORNERS. SPACING PER SPEC. I BASE CF CURB TO REST ON COMPACTED FILL. A KD' soR 4. CANCRETE COMPRESSIVE STRENGTH SHALL BE PER SPECS. �I( SIDEWALK RAMP DETAIL FACI< OF CURB 1/8- SLOPE TO FRONT 6' GENERAL NOTES : 1' RADIUS 1%Y RADIUS 1. RAMP TEXTURE IS TO BE DONE IMTN AN EXPANDED METAL GRATE PLACED AND CURB VARIX- ?4 x 24 REMOVED FROM MEET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. THE LONG _ AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE CURB. GROOVES VO ----Q' WHITE STRIPES SMALL BE 1/8- DEEP AND 1/4- WIDE. 5. T` cy so 1.4%. 3' GAL V b C DETECTABLE 4' WHITE STRIFES STEEL POLE —� PAVEMENT 0 CURB AND WARNING STRIPS CURB CUT S OEWALK BEYOND (SEE NOTE) .0 t MRrXANDS DGt� � 4' MIN. LIPPER 4" b. q iQ- /D FINISH GRADE NOTE : BEVEL CURB CUT FROM GUTTER TO THE BAC! OF CURB AT 2X o b '• ' c SECTION A-A q ALL PEDESTRIAN CROSSWALKS SHALL CONFORM .: :•` N b TO ALL THE REQUIREMENTS W ",PTER 11 OF . CONCRETE , 1/2w NOM. THE STATE OF OREGON 1998 EDITION OF THE BASE COURSE tANG CODE. 1/4r NOM. a 00 �0a a LES SCHWAB TRE CENTERS � 000 O 0 0O,Ot 00 00 00 GO d 00 RAMP TEXTURE OEM + WASHINGTON CURB NON—MOUNTABLE TYPICAL CROSSWALK STRIPING 5 STOP RIGHT TURN ONLY SIGN 6 ACCESSIBLE CURB RAMP FOR USE ON MEDIANS 8 SI U A R E SCALE: N.T.S. C200 SCALE: N.T.S. 0200 SCALE: N.T.S. WASH. CO. CS-306 0200 SCALE: N.T.S. WASH. CO. CS-301 0200 IES SCHWAB 0 ACCESSIBLE TIRE CENTER 40-O- MAX., 18-0- MIN. RAMP TEXTURE (SEE TABLES) (~I 13 CURB EXISTING DRIVEWAY (SEE � TABLES) YADTH VARIES MATCH GRADE ROW TIGARD►, CSR VARIES 5' MIN. B" CURB ENDING —4 R/W MATCH WIDTH _ CONCRETE WALK- .r� A LINE-- 2- 3/4--0- CRUSHED ROCK -1 1 EXPANSION !!- ): d- ROAD SEE NOTE 5 ---2X SI.ORE TOS EE rNa�r No.: 04.1a�2.0005 'Aw JOINTS 10 GA. MESH ` ' •.r: t raa LWS0DT02.DW0 r s, awoft KDB/IBRL or CONTRACTION SIDEWALK ww STE'tiLIZE AND COMPACT SUBGRADE JOINTS MIN) 05/09/00 CURB JOIN CURB BMWALK_AWAY FRO CURB ale xt►oaie art A-IJ FACE OF CURB ROW 9'-0' MIN. 9'-0' MIN. _5' MIN. 20'-0" MAX. 2C'-0" MAX. 5'-0" r CONCRETE WALK E P-Lm 2' J/4--0- CRUSHED ROCK OR EIOW�TVG EXPANSiCN JOINT CURB JOINT 2X• SLOPE TO STR ET JOINT. I"AND PLACE COLD 1' EXPOSURE RpAp •�• • ACCESSIBLE CURB RAMP rl -- _ SCALE: N.T.S. C200 SEE NOTE 5 STERILIZE AND COMPACT SUBGRADE ELEVATION B-B 1 o c M sH �-,f` A OVE BASE WALK _ D^ JACE. TO CURB 1 1/2- • �w STREET • - NOTES: 1-1/4- • w • . „: .� 1 CONCRETE SHALL BE A COMMERCIAL MIX. TOA�� 1/4 2. PANELS TO BE 5 FEET LONG. - �• - 2" OF COMPACTED AGGREGATE 3• EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, ��ODO PROFF�, UTILITY VAULTS. WHEELCHAIR RAMPS AND AT SPACING NOT TO �S �GINEf � $ECTION A-A EXCEED 45 FEET. 0^O 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS ✓ NO THE CURB THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A • NOMINAL DIMENSIONS MINIMUM 1/2- RADIUS. o ON 1. CONCRETE SHALL BE COMMERCIAL MIX. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 5 INCHES IF MOUNTA9LE Yty 1alP CURB IS USED, OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. Nomj:. �4DY L 2 .CURB ,.JOINT SHALL BE A TROWELED JOINT 10TH A MINIMUM 1/2" RADIUS OTHERWISE SIDEWALK SHALL HAVE A MINlig-PA THICKNESS OF 4 INCHES. ALONG BACK OF CURB. 6. DRAIN SLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 1. RAMP TEXTURE IS TO BE DONE IN WET CONCRETE ExP�RES 12/3t/pd 3 DIA. PLASTIC PIPE AT 2>r SLOPE. CONSTRUCTION JOINT TO BE PLACED 3. EXPANSION J^INTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED OVER PIPE. TO L AVF AXIS DIAMOND PATTERN AS DIAMOND PATTERN SHALL MATER;AL OR EQUAL, EXTENDING FROM SUBGRADE TO FINISHED GRADE. BE PERPCNDICULAR TO THE CURB. GROOVES Qaxcr mu< F SHALL BE 1/8- DEEP AND 1/4" WIDE 8E DE7AILS 4. TRANSITION FROM THROAT WI0714 TO EXISTING AT 3:1 WITH 4SPHALT CONCRETE. COMMERCIAL DRIVEWAY 9 CONCRETE SIDEWALK 10 NOT 11SED 11 ACCESSIBLE RAMP TEXTURE 13 N.T.S. WASH. CO. DW-201 8 C20 SCALE: N.T.S. WASH. 0200 SCALE: � CO. CS-305 C200 SCALE: N.T.S. C200 SCALE: N.T.S. (.200 ��a nw o�ad•�o Fed. SUPI04M 7 Of MI i t yn w r 10 12 14 II 1� IIIIIIIiIIUII ILII JIIIiII .lil��flll ll t 1l,I�Il,llll IUIIII `�.. . ��IItIIIIIII,II�IIIIIIIIIIIlIII !li„�,��,�„�� „��, II,IIIIIIIIIIII !1111„'�,�,��„ IIIIIII�lllill! illll11111111Hill IIIlillI . . In! e .. ll AL a Imehi mSllfihneh �nule�li�nld1iliifi�Iudiiillwdaeirdi�m�htnld'u�i�u�ib1S ..' rsru.tfw•...NMu"`rM.�..• •r.r y .. - - ., R ;F - _ ....... .,..............,.,...nT......+-�a..l,.- .w..•........nww,n..e.►_...u....:..._.......a,-......,..,.r..._..... _•. ,w .,. . . .., .,..,r .... ........,..... .. .. ..—wM.w.-w. ._ �.�..R.•ra.•rr..i+�w.Y�—.rtr►+rr•rawwra•Of•.s,.�e.In.w....rq.w+ ISM'. ...".:'✓+ID i' LV ~ . �la. ., a. ++.�+•.w-nww...T-YCT'••.-�•was•+.rr+.7wwrnwr.w.r..rw......T••••.:.�rr• - -.+a�..ww....i/t w.wRwl .u.M w--'wlw+t+Y++wYOw�iu./+M,..11/,N•^. ..•M•MM Mw•...Mrsr.,s.�.M�^.MwYN...�'.'•' 1 w .+rM1•” '1MW ,w.c.. ,b.. ..v,.w'+^•,+. I,.w�r-•.w.., .r:_•.wr<...-w'•Ml+avw++.•",. •..1+» ,Y riliHi�i,Mi7ifiMl�li1` _�•1. ,.,� � ...�� r., '. 4: ,1 Y� 4 5 6 __ _ _� -•r...w..war�-.._...•- _.,......-.�.r....-•-•-.-- -+•-----t..�..�._.�.,,,.�� _ ..rte.... ._,..- •�....... .. __ _ _._... _ _ ••---•�........�. - -_ ____._._.. �..__. _ •- .. ___..__ __ ._.__.__.r- - � - -- A EROSION CONTROL PLAN_ (ECP) NOTESNAY BE USED SHORT TERM -- W/ UTILITY WORK AND W1 T PHASING OF DEVELOPMENT 1. IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS TO ENSURE THAT �YVIP� ARCHITECTURE ,. SEDIMENT LADEN WATER DOES NOT LEAVE THE WORK SITE. THE CONTRACTOR SHAD USE ALL AVAILABLE MEANS TO ACHIEVE' THIS RESULT. �1 i 2. THE IMPLEMENTATION OF THESE ECP PLANS AND THE CONSTRUCTION. WI111�1 SO NW 13TH AYRNtR 300 MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ECP FACILI AFS IS THE 1�1.�1! PMnAND 01MO JN 972" RESPOIVS OILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND TIL 003 027 6003 PROVED, AND VEGEIAIION/LANOSCAPINC IS ESTABLISHED. FAX 003 $27 0006 I THE ECP FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION W TH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOE'S NOT ENTER THE DRAINAGE SYSTEM OR KOLA TE APPLICABLE WATER S rANDARDS CATCH BASIN AREA DRAIN � �� 5 • 4, THE ECP FACIUI7ES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS NIS NTS PACIFIC�yq P�O� I • ' ' . . FOR ANTICIPATED SITE CONDITIONS DURING THE CONSTRUCTION PERM, THESE ECP SW XD" AVZWX FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ' ' . so ENSURE THAT SEDIMENT-LADEN WATER DOES NOT LEAVE THE SITE. • SMO' S THE ECP FACIUTIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND • • y�•r MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. ' SOW A A RAO23' MIN 6. THE ECP FACILITIES ON IN, r,TTVE SITES SHALL BE INSPECTED AND MAINTAINED . .C) I � � A MININIMUM OF ONCE A MONTH OR IMTHIN 48 HOURS FOLLOWING A STORM EVENT. DITCH BOTTOM FLOW CLEAN PIT RUN OR y 0 7. ALL STORM INLETS SHALL BE PROTECTED TO PREVENT SEDIMENT FROM a •+---- 2 MINUS GRAVEL �l�d LEAVING THE PROJECT SITE. AT NO TIME SHALL MORE THAN ONE-FOOT OF SEDIMENT � L SUBGRADE REINFORCEMENT So MIN, �f10s5 BSE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS �' ~ ' GEOTEXTILE. AS REQUIRED AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING, THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT UDEN WATER INTO THE DOWNSTREAM SECTION A-A SYSTEM. PLAN S. ALL AREAS DISTURBED BY CONSTRUCTION OF THIS PROJECT, NOT RECEIVING A DITCH INLET HARD. DURABLE SURFACE SHALL BE GRASSED AND/OR LANDSCAPED AT EARLIEST - PRACTICABLE TIME a W XNERA.:, CONSTRUC17ON SHALL PROGRESS FROM DOWNSTREAM ry INLET PROTECTION 1 GRAVEL CONST. ENTRANCE 3 UPSMEArM. THE CONTRACTOR SHALL CONSTRUCT ECP FACIU71ES IN CONJUNCTION SCALE. N.TSS C201 MIN ALL CLEARrNC, GRADING AND OTHER LAND AL TERA TIOIN AC TI VITIES. SCALE: N.T.S. C20 f fa STABILIZED CONSMUCTION ENTRANCES ARE REQUIRED AND SHALL BE INSTALLED MD L;AINTAINED FOR THE DURATION OF' THE PROJECT THE LOC,ITTON OF THESE EwRANCES SHALL BE COORDINATED INTN THE CITY PRIOR TO CONSTRiICTTDN OR RELOCATION. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL EXISTING PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PRCJECC NOTE: 11. TEMPORARY EROSION CONTROL MEASURES SHALL REMAIN FUNCTIONAL AND IN STAKING OF BAGS MAY BE REQUIRED USING (2)1'x 2` PLACE UN7IL THEIR REMOVAL IS DIRECTED BY THE ENGINEM THE CONTRACTOR W000 STAKES oR APPROVED SMALL COMPLETELY RESTORE ALL AREAS DISTURBED BY REMOVAL OF TEMPORARY EQUAL PER BAG EROSION CONTROL MEASURES, r.EMOVEO MATERIALS SHALL BECOME PROPERTY OF FILTER USE STITCHED LOOPS DIE CONTRACTOR TO BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE LAWS AND nom FABRIC MATERIAL FABRIC OVER 2'x 2' POSTS JURISDICTIONS C .46' WIDE ROLLS MATERIAL � 7y b • I I O O �Vi it • jp b / � b •I � .. 6 MAXIMUM SPACINA � LES SCHWAB TIRE CENTERS EROSION CONTROL TABLE FRONT VIEW SIDE VIEW _— PLAN VIEW REFERENCE: EROSION CONTROL PLAN TECHNICAL GUIDANCE HANDBOOK NIS N NIS 91E SLOPE(1) STOCKPILE FANGLE BOTH ENDS or ENCE TO ASSURE SOILFlIS MAPPED AI S H I N G T O N BASE MEASURES dX t10� <13X dOJr <= <S0x >'S0R' 1. GRAVEL CONSTRUCTION X X X X :L K X - PT.A. 6NOMS. ' OVERLAP f. BURY BOTTOM OF FILTER FABRIC 6' TYPICAL ENTRANCE (SEC 13.1) VERTICALLY BELOW FINISHED GRADE. _ PT.1B, SQUARE SEDIMENT FENCE OR X X X X X X `��' 2. lir 2' FIR, PINE OR STEEL 2. BARRIER O TOE OF DISTURBED INTERLOCKED FENCE POS TS. STITCHED LOOPS 10 B£ INSTALLED AREA (SEC. 3.3.2 & 3.3.,3) NOTE: LES SCHWAB ? x 2' POSTS DOWNHILL SIDE OF SLOPE. PT. 'A' MUST BE 5' O DISTURBED 0 BUFFER O TOE A(2.) AND ATTACH 4. COMPACT ALL AREAS OF FILTER FABRIC MIN. HIGHER THAN � OF DISTURBED AREA (SEC. 3 3.5) TOP EW TRENCH. PT. 'B' 4. SEDIMENT FENCE INSTALLED X X X X X X SECTION A--A TIRE CENTER N CONTOURS T (SPACING) (3007 (150) (1007 (307 (25') (25') SILT FENCE DETAIL 2 Nm BIOFl L TER BAG DITCHES dr SWALES 4 SCALE: N.T.S. C201 SCALE: N.T.S. C201 S )EMP INTERCEPTOR ROUNC77 DIKES/ / / / / / / / TIGARD� OR SWALES AROUNL ACTIVE WORK I AREAS (SEC. 3.3.11) 6. CHECK DAMS (SEC. 3.3.13 & 3.3.3) X 7. STORM DRAIN INLET x PROTECTION BARRIER (SEC 3.3.1?) �►tat 04.1802.0005 AM L.WSOECOI.DWO NET WEATHER MEASURES bum KD8/8RL a ESTABLISH GRASS • • • • • KIM 05/09/00 (SEC 3.3'6) STANDARD NOTES FOR SEDIMENT FENCES a>r uv>rror• wm 9. 2'-MIN STRAW MULCH 0 0 0 0 0 0 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CIIT TO THE COVER (SEC. ,3.3.7) LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECES.',ARY, 10. EROSION BLANKETS W/ 0 0 C 0 0 0 FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A E ANCHOP.S (SEC. 3.3.8) MINIMIIM 6-INCH OVERLAP, AND BOTH ENDS SF.CUPELY FASTENS TO THE POST, OR OVER►.AP 2'X2' POSTS AND ATTACH AS SHOWN ON DETAIL 2 11. 6-MIL PLASTIC SHEET 0 0 0 0 0 • • 2 THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLL THE CONTOURS COVER (SEC. 3.3.9) WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED .A MAXIMUM OF 6 FEET APART' 12. SEDIMENT TRAP OR POND 0 0 0 0 O AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES. (SEC. J.3.10) 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 INCHES. POST CONSTRUCTION ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION, SHALL BE BACKFILLED AND COMPACTED, ALMVG THE ENTIRE DISTURBED AREA. CO ESTABLISH GROUND X X X X X X X X CO4. STANDARD OF HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED VER OR LANDSCAPE PRIOR 1'0 REMOVING EROSION LLSTICHED LOOPS FOR 2"X2' POST INSTAATION. S77CHED LOOPS SHALL BE INSTALLED MEASURES (SEC 3.3.6) ON THE UP HILL SIDE OF THE LOOPED AREA. S. FILTER FABRIC FENCE SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR KEY* X - BASE MEASURE (REQUIRED AT ALL TIMES) USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMENENTLY �� FIRQ�F�,f, A e ALTERNATE TO BASE MEASURE INDICATED IN PARENTHESIS PROTECTED AND STABILIZED. INf R / OPTIONAL BASE MEASURE, CAN USE AS APPLICABLE a FILTER FABRIC FENCES SHALL BE IN.,PECTED BY APPLICANT CONTRACTca �� ! SUPPLEMENTAL WET WEATHER MEASURE (NOVEMBER i - APRIL 30) / 0 - ALTERNA17W WET WEATHER MEASURE TO • IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. OV&ON (1) NOTE: IF DIFFERENT AREAS OF THE SITE HAVE CONSIDERABLY DIFFERENT SLOPES, THE SITE MAY BE DIVIDED UP AND EROSION O►- MEASURES SELECTED FOR EACH ARE FROM THE APPROPRIATE COLUMN IN THE MATRIX Y � EXPIRES 12/31/SIQ' a TELT fIT1f: ' EROSION CONTROL DETAILS ow ra-, C201 k , 14 . ..,-. ..+t'..m.,+..:Ir..•.r•...MM`.r•N-"'A1MrlwlwA .. -14Ii. `. .... .. r. . .. r " 'e.€1 �r 4:L'-YM'f-XJ.:'.��1.1 H�S! �'•G' •iyl� DWi� n R E . �"" :._"�`'""',•.. 2"1..:.,'�'.:_� ..:.: . ..,,.. :.. :. `- _ -�'�� .N+W°:tffx �: .... , ...r d��.�'x`�+�.'�$ _ Ml^M'n'Aat�nK8f9M11iMedEM�:w!.•.. ..„,wt,e•,+e„erillrtJl�A'M"P '.. -""p"""'.. i 8 { i0 • - i� � I�►aralllili ►�� 11J1{�� ,��.�i�ii�►��i��i�� ti�ii�� . �f;. r�iii►�iii�iif �� i lnlr(11 • MMN .................. . ! �'� • , �II�llilonll r WWII nullRi nulii� ndu nnl�i uuh ndlfl ud�unlr I unhn i I u d1 r nuhTfilunl�Inuh n 4 r.: +... w..�,u.-.O�u.+.aa....wwr.. .... ► ' Y ,+.wr.1r, _ .��r1YMlM�.,11. ._•r..:, wyMFe .... .,a„pe,n• . rrar�4sMiF� •n -tea•c+nrr. . -,..,. .....� .!._..—•..... ,. ,...-.c.._ .....�+."s.w.rwe....aw.o..........,..a'm..+.-.>w-+an w- .rr..w+M,r.._.. - ,...:....nn..... ... ,.....-.n.s.er.�r.•w..+Mu.......+s,+.va.•:-.... •. ......rur-.... ...r rursrr++. w..r w.r...q.•.,a,n.+rwN+.,.w.ewM�l�w.w•w.�..+n.w.�Yir ', 'F �r r', Q i. ALL PRECAST SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF A.STAL C-47e H-?0 LOADING 2'-4 J/4' ,MIHIN SMUTOUTSIDE SMUT RICHT-OF-;MAY ALL. LL APOURED IN PLACE CONCRETE SHANAME. A 2'-3 3/6r --- ?'-i` -- AS APPROVED BY OTY ENGWEER ,.x COMPRESSIVE STRE�iG1H PER SPECS ASPHALT OR MOTC.H Elf 5TTNIZ�. ��S .C. • 2• ADJACENT PROPERTY TO NEST SHALL NOT BE DHSIURBED "WG MISTALLATION. NFYCHEVFR IS GREATER, COMPACTED TO o1R A A .-,� A OF MAX DENSITY (RICE FRAYS AND COVER r /�IINH N)�AL1[ TJOST- PEX USA OW 120-ST L 2 1/7 x IA • • RESURFACING SOL EDGE FLAT 2 1/2' x 1/4' SOL EDGE ,1 •t• "ewu_ ++ T NAAFAW 2 >n z-d 112 hA A FLA ��r)YP. aeArF a Cm WPM I ` WPM ARCHITECTURE r wAirgAl ?Y FRoy , OROIUT .•,i'. .' , MP OF CA$IMIQ N 1 • • V 9 'k] i °• \ CLASS A SU NW �3TH AVENUE 300 PeLvalm ° 4 KARTLAI�D OREGON "209 iICMAi 0AWt J_x 2 1/7' x 4' L • •° ° COMPACTED TO ML!OADW ; 4/' YNIL lYP p.l1SS a •• o / � OF MAIC TB 303 127 Od03 AIAw+OIC + S AWAND !A R COMPACTED TO �y ♦A • \ DENSITY AS PER VAX 303 327 0306 PER USA ORl7 ItO-tT �E QRZ _ f1.370ENSi CTV AS / ° v ° Y AASNTn T-Osi) AASH1n Me v ° 2 1/20 x 3/6' 3' CENTER TO CEN YEN \ 4$ 4% • PLAN SO• EDGE FLAT BAR a v 41 • :•, • . � :� } ,1 � o e•o r • PIPE' L- -.� BEWLW Pot PACIFIC _ r `•' •` < "'' '� D/ • MATERIAL WL NO N00 A� I01aA AVE= :. ..•. .•• . . •' V'• • • 4 4 SHARP ii(TRUSIONS MII C7011t 6• .L..� 1 ., •� .': :• t 4 0 . .rAcr wTH 7 :-K it LAm covACT►o 1/2r r a` ear 2 1 Mr BEDDING ,�` - °°Q, • wrtrlotc quTslar otA.,w e'A � ,• �L� ` °RAS ('V4•'0) SECTION R IS I•-so (m) SECTION A-A S NOTES I. ALL CUT EDGES SHALL OE SAW SEALED w nt CRS-1 OR CRS-2 ELUSTF IED ASPHALT OR EQUAL. t TWS TRENCH BACKFILL REiOI0iD1ENT APPLIES TO ALL UTILITIES• S ALL NONWTALIC NATER, STORM DRAIN AND SANITARY SENDER PIPING SHALL HAW AN ELECTRICALLY CONDUCTIVE TRACER VIRE (11-GAUGE. INSULATED COPPER, OR HEAVER, sLL� IN COLOR FOR WAT R AND WM FOR STORM 0111M TARY SEVER, OR OTHER APPROVED MATERIALS) INSTALLED W 1W TRENCH FOR LOCATM PIPE THE FUTURE. FLAT TO MANHOLE t FRAME AND GRATE DETAIL 2 TRENCH DETAIL GREENBERG ROAD r.3 SCALE: N.T.S. C202 SCALE: I .T.S. C202 SCALE: N.T.S. C202 IN PAYED AREA IN LANDSCAPE AREA B� � DIA. AS NOW ON PLM' STANLIIRD CAST IRON UNPAVED PAWED FLEXaE DIA. AS NOTED �t RING t COWER 4` MIN, CONC. FORM AREAS AREAS ON HAN FINISH GRADE AC EDGE SQUARE OR ROUND PLUG SEE DRAVANG NO. 280-ST C FOR FRAME AND GRATE G9 SN TED A A NiATERTOGHT PIPE PLUQ 71 4" MIN. CONC. � T CA1e' MIN. 7-M �'/ 0 DITCH -� RISER NOT TO EXCEED SELECTSE.�• �� 0 � 0�[D �°",rc • ?7 3/4 S01MRE GRATE o d INSIDE DIAMETER BACKFILL . 0 o / - 2 �� D�0w-314--O&DOR = INdLFSS OIHERM7SE \\\ Norco 0 0 0 CRUSHED ROCK "�C >n 04L AS NOTED ON PLAN (O.I. PIPE IF Len ° PROVIDE J/4 -0 CRUSHED 0,, LCANOUT r T44N 1e' COVER ntOM FINNSN allot TO ROCK FDR A MINIMUM TCIP of pov • v OF e' AROUND CLEANOUT 0 0 12' MiNIMUM 0 !6 OW oa PLAN (r`ao) ' 3 P oAc�ED - - LES SCHWAII TIRE CENTERS 0 ° CRU14 SHED 0000r-- x '-COUPLM AS° ROCK o4' MINIMUM f0 < < • . o PLAN � - � P' ► III' WASHINGTON p p p , 0 + 12" ...� • SELECT NATIVE MAT>rRNL ON LANDSCAPE � • At Aso�t FOR SQUARE AX .\ AREAS t4R TELE., ELEC. AND GAS, TEIlA/A> AL C.D. p� M1�1 10 < V N ' CO0ECTION + LES SCHWAB D i,'v DITCH . CONCRETE ENCASED WYE ' BOTTOM .' a ; CLEANOUT C.O. 5 UTILITY TRENCH 6 CATCH BASIN _ M00. 7 TIRE CENTER MAX. :° 21 rj SCALE: N.T.S. C202 SCALE: N.T.S. 0202 SCALE: N.T.S. kZO2 MAX, 00/ q ,•' x d : a (HORIZONTAL) TIGARD, OR aD � vlot.uYE of TriRusr BLOOr� BEARING AREA OF THRUST BLOCKS IN S4. FT. IN CLI. ms. (Y£RTiCAL) i T71N 45' 22 1/2• 11 1/4• FITTING BEND ANGLE . TEE SO' BEND • %.q. .A ��'4 • ' a.q b •a SIZE ____ BEND BEND BEND SIZE 45' 22.5. 11.25• GENERAL NOTES: The rrom I , I • � •_., '• . • .: • '�-" ,9taml7/Mr PRaIE�er Na: 04.1802.000'3 4 1.3 1.8 1.0 1.0 1.0 4 1,1 0.4 0.2 1.) STORMFILTER BY STORMWATER MANAGEMENT, PORTLAND, OREGON (503-240-3393). LIa, ?A1>elft Mw emmm, 2.) ALL STORMFILTERS REOUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE MANUAL FOR No. GANNO r. AMS 0't� OJ. pm LWSODMI.DWO g' 2.'0" 6••� g., 2'-3 3 a" 6 6 2_e 4.0 2.2 t.t 1.0 6 2.7 1.0 0.4 � i1�OM rAtTI7R10 rtMaiO �� " DETAILS. d 3.0 7.1 3.8 2.D 1.0 d 4.0 1.5 0.6 3.) PRECAST CONCRETE VAULT CONSTRUCTED nr ACCORDANCE WITH ASTM CM. oAwrr KDB/8RL 12 11.3 16.0 d.7 4.4 2.2 12 d.s 3.? 1.3 4.) EXTERNAL PPNG AND COUPLINGS PROVIDED BY OTHERS. r'tOT 05/00/00 16 20.1 2d.4 i5.4 -7,8 3.9 16 14.8 3.6 2.3 0.) FLEXIBLE COUPLINGS IV BE SET IS' OUTSIDE FACE OF WALL FERNCO OR ENCINEER APPROVED. n�nr SECTION A--A SECTION B--[3 20 Ji.1 _ 44.4 24.0 12.3 6.2 6•) � PREF FILTER DATA SHEET FOR VAULT DIMENSIONS, ELEVATTONS AND NUMBER OF CARTRIDGES. 7.) ANTI-FI.QATATION BALLAST TO BE SET ALONG 17NTIRE LENGTH OF BOTH SIDES OF FILTER AS SHOWN. 24 45.2 64,0 34.6 17.7 L_8.9 SEE PRECAST FILTER DATA BLACK FOR BALLAST WIDTH AND HEIGHT DIMENSIONS. NOTES: L�ILIIES MASCO ON 200 PW WA TER E FRt39J E AND 2000 PSF SO& WARM C4PAa11 ANTI-FLOATATION BALLAST DITCH INLET CONSTRUCTION IN ACCORDANCE NTH ASTM C-478 ALTERNATE PIPE IF FIVE OR LESS CARTRIDGES 8" OF 3/4" COMPACTED BASE MATERIAL �_� 9 ALTERNATE CONCRETE VAULT " +; , .:4.,. .; (, FNERGY DISSIPATER DITCH INLET STRUCTURES FOR PIPE SIZES 24" OR LARGER TO BE PRIOR APPROVED •' �: " • •:. . 2 - 3'K3' DIAMOND PLATE args (rm) TRAFFIC BEARING u0 (WP) 1. PRECAST = MINIMUM WALL THICKNESS TO BE 5" 1. "° j OUYTLET I •, �►--- REINFORCEMENT TO BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED BAar WIRE MEETING ASTM A497 ^� �•�' JOINT• .� " OVERFLOW SEALANT BEND TEE ,' x r SUMP FLOW SPREADER .. ROUTES LADDER (TYP) VERTICAL BEND FiT77NO ROD INLET PIPE RADIALOGE (TYP) �- �-• Ep PRS SIZE SIZE _ -- + 3:' 4"-12" 16 JO • F�RESTRICTOR � Tj� GINE +�� OLR'LEr PIPE • LADDE ) T NOTE: LE. IN - LE. OUT 2.3' YIN. 1' 'Q DITCH INLET FLEXIBLE calPUNc --m . . \ 4-- ` AREA DRAIN TYPE 11 r4 **N 1] NOTES: ENERGY DISSIPATER (TYP) 0 N • xY SCALE: N.T.S.-U.S.A. STD. �' l i 1 coNa+ETf BLOCKING To HE PovRED ,GAIn�r 4 • s5 O. 250 C202 Y ` DWG. N •-$T )UhMTUR.;ED EARTH �aMANIFOLD (1YP) �O L' •, • . 2) Au WNCRf tE' >d ctAss 3000 , 1.' ; '4 �lTEil'IQR_) EXPIRES 12/31 Au (1YF' 3) A>YSTAU i2 AIN. TOTAL TNICICAIESS MYETHENE SHEET PIPE MM11FOlD (EYP) RADIAL F101M , tr of F STRADDLE BLOCK AROI F►rn11a a,�CURE s►N T taros rn PREVENr CWRIOGE (NP) 6x8 PRECAST STORMFiLTER - SECTION A-A A-A SEE DETAIL No. 200 MWIRAiiON OF ONT Kr"EEN 94UT AND MPE SCALE: N.T.S (USE a FILTERS) Z0 UTILITY DETAILS FTTTMw POOR Tiff PLVRLWG 10"r SLOCKNc 6'x8' PRECAST STORMFILTER'r- PLAN VIEW 9 4) nm Co MrNI T V00YtY FORAMS AND 20 MTS KALE. N.T.S (USE 4 FILTERS) P0L1'EiH W Vit MM SEE NOTE Ne 3 THRUST BLOCK 8 N�In: SCALE: N.T.S. C202 0202 ' NIlN 9YY OnAnE•.rM R0. llN1PN•OJlM LI d A WMA 1-011 ME wu.l .... .,... Y. J , ....<; .. Nil p y ' 10 14 6 16 R„ rr '� ' IIHI� 11111 1.1111�� 11i1i • II I I -' , I � 1 Il�zlll111.1 i�!l111 I� y llil�illilllll! IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII if I I � I `• II IIIIIIfIIIIifIIIiIIIIIIIiIIIIiIIII(IIIIIIIIIIIIIIIiiIIII�II(IIIIII, ;. _ ,. (1 nn � dlitRl�lt3� 1�It liN I �II INC I �,,;,�.._..,...,-. ,�:_. _ �_ ,,,� �* I i d�Il h I n nul�Imdl I ndn nNll�i null nll� Ili nnh I uulul I mdIR1lnuhTTilunbEiluuhi� t IIT"t .rw,.,....•,-�.,e.�r.rorw."Yw.m.•+rw.•.�.[v ww.....r�+w..r••..wrrn-...w.aw...-�...-..-.. • • � � 1� '- y�..-y..r..vwJ:»..W.v- ...�►+ ak;wi,lypY4�u»+ ._.. ..,. v- wr1YiW+YIAw.e1rW+,r+Jis ^.w.... L• • .,...,, ., w. ... - ,+.s. ..avr�•_.r�aw. ... ,. .w �.> ..•.. .. .. .... .. r +••en+x.e,...✓•rJ.o.w+wn.•ewu,.-,y...,,.. «.•...- ./.!••.•.+e+sv....ash-".-u�•wMraw..r.M-w•y:....:+w+wse....a./'JIIRnn_w• +..I.�I�rw.wnrl.l•w•�.w.c -•..wv..n ..L.x. •ra•a44n.-n ..,.+My....+«. .. 1?di • r:N' S'Y 2 3 4 5 6 1 d !iNip.` VON ARCHITECTURE " � ••• � . . .. _ 97209 . TIL 503 027 0505 Ak FAX 60.1 627 0506 PACIFIC rmF" ommm-ffu SW GREENBURG ROAD- COUNTY ROAD No. 2472 • R. k , 10 87H 1 PC \ 52 MA 22 MAO 7 TP O G 1 � 4 AC COIN O 30 0/C (TYP) 0 � CI ( 47 PLO 18 PLO to s ftma w omw*%xm m8 AP -------� 63 SAL R • • 9 R%1 REMAW. (TYPICAExjsnNo TREES L) -� bizocm TP DQ s•r pr r lTAIQt< - COIN O 30" 0/C (TYP) R H • ra STA"=ff li7 004u ft � 17 ESC •' '� R iRa —>aRe ses r Y tar r OFF OUL MAP�nA0w 3 ESC it IM ANOtM OAK a►�Tll� AAU t/T W 1W FNl SIVAWk 'Q R ' ALAW A100T BALL Ar RM OF MJf01 • L LAWL Miles O ME Tot sAstr r^%vm ' O oertM s. oK Irrw1 viom afar 1c.l. 12 9TH s M MAW AUM 68 PLO H SM rsr MdOrl As sr,tOM I C WAWr MWJ AMD rV MOTIM Wftm7I 6 PC 1 ESC 2 RT 2 TP &M at a ROUGH SEED ►, /�■ 12 PC cc -- 34 RTW :r 12 BTHit v . R ••' 1t T 10 SPD REE PLANTING DETAIL i ® 30" O/C (TYP) 1 PC co No 15 9 T --- s RT W 1 PC LES SCI'WAS TRE CENTERS I 12 RT ----- •• 0 r. r 33 MAO b I VAN 19 HOD AJAIx H G I • WASHINGTON • !. r 21 PLO S. • ' r y ///---�-- ttc - N..crt a'to a •• • ti PA pra CTR•MAlV*L06 POW or • . • •' • ,• Y�• ' O / r_J„� ,"„oe�mur \ PLANT MATERIALS LIST I SQUARE OTY SYM. BOTANICAL NAME COMMON NAME SIZE REMARKS 3 TP Q AMW suaAr AMD TWC Ater I + TCP 1/J OF•AL1. AnV srAlO A - oALLTIM A9%W � LES SCHWAS a" OT& 1p rA ,1RtT/�A erAar Moor Awu A';tsr aF MLMf7l 4 AC ACER CIRCINATUM VINE MAPLE 8�-10' BdCB 3 STEM '.� • LOW 8 AP ACER PLA TANOIDES 'F-INERALD QUEEN' EMERALD QUEEN MAPLE 22' CAL. B&B ' Mtar OWU wANN WOR.- r ArrM 22 PC PYRUS CALLERYANA 'CHAN7ICLEER' CHANTICLEER PEAR 2' CAL. B&B D ,..rL 0 i�M� - AM W M I �'"- 21 TP THUJA PLICA TA 'HOGAN' HOGAN RED CEDAR 8'-7' BdcB j REMOVE EXISTING Mc ES TIRE CENTER sot Tor aoA u A/weer= AS REQUIRED 1N PLANTING NOWWr FMUSAMD 00"M OF AREA TO CONSTRUCT NEW pLmnm A& 47 BTH BERBERIS THUNBERGII 'ATROPURPUREA' PURPLE LEAF BARBERRY 5 GAL CAN + ' +. DRIVEWAY THIS LOCATION. R x t x it POKOMe WA=moos — 45 RTW CORNUS STOLONIFFRA REDTWG DOGNbOD 5 GAL CAN `• AT.M ON 18VAL 58 F.SC ESCALLONIA 'APPLE. BLOSSOM' APPLE BLOSSOM ESCALLONIA 5 GAL CAN .•. . _ BO SAL CAULTHERIA SHALLON SALAL 1 GAL CAN ,, 24 HOD HOLODISCUS DISCOLOR OCEAN SPRA Y 2 GAL CAN _ 11 RTW- s 7 SAL .. TIGARD, pR 121 MAO MAHONIA AQUIFOLIUM 'COMPACTA' OREGON GRAPE 5 GAL CAN 225 PLO PRUNUS LAUROCERASUS 'OTTO LUYKEN' OTTO LUYKEN LAUREL 5 GAL CAN S IRI T O 24" t' CONIFER T SEE PLANTING DETAIL \ , --_-w" 0 R R 0/C (TYP) T 55 RT RHODODENDRON 'TAURUS' RHODODENDRON 18`-21• B&B 18 SPD SPIRAEA DOUGLASII WESTERN SPIRAEA 2 GAL CAN COIN O 3U" 11 �� 7 RT GROUNDCOVt=tt O/C (TYP) R r mAcr w-. 04.1802,0005 As Reed COTN COTONEASTER DAMMI=RI 'CORAL BEAUTY CORAL BEAUTY COTONEASTER 1 GAL. PLANT 30` `^ TYPH O 24" 0/C (TYP) rtr! LWSQLP0I.DWG nes arenlrrt MPS 14 MAO U _=r IRIT O ?4 0/C (TYP)s�} As Reed IRIT IRIS TFNAX OREGON IRIS 1 CAL. PLANT 24w OC _ _ �: 5/ 0 As Rsgd JUNC JUNCUS EFFUSUS COMMON RUSH 1 GAL. PLANT 24' OC - 0 •r; - JUNCO 24" 0/C (TYP) °"� ,-` 4 TP As Rsgd TYPH TYPHI LAT7FOUA CA T TAIL 1 GAL. PLANT 24' OC 8 SPD _z_ ��_� anl`GH SFFO MIX5 HOD v vt' RCN/GH SEED SHALL BE "BIOFILTER" BLEND AS SUPPLIED FROM SUNMARK SEEDS O (503-241- 7333) •. 2 TP PIC E q&k 41dl I Z_ COTN�0 30' EXISTING TREES TO 71 PLO I O/C TYP) REMAIN - VERIFY I- LOCATION. ; ' SCAL 20 10 20 40 NOTE: _ IRRIGATION IS TO BE A DESIGN BUILD SYSTEM PROWD€D BY THE LANDSCAPE CONTRACTOR '.` FEET AND SHALL CONFORM TO THE 'DESIGN BUILD' SPECtnCAIJONS SEC77ON 02810. ~y 1 INCH 20 FT S T � � • .,1` t- MAT r ON U OREGON S ~ COPE A1$&& • !I[ET TT►ItL• F LANDSCAPE PI—AN stow M: L101 sun�+•ooaw OI.«rrbrr»erg Ra. 10 or 38 .. 1 4 • ��►� II►�� I ��I��I I►�I�IIII�I��II IIIIII111�III�I IIIIIIIII�IIIII IIIIIIII�IIIIII II�IIIIIlI��►.I II�II�III�IIIII �II�I�II��I I�� I��►��I�� +rrrlln i 11,111► and of of It r�nrbiii�mdn ilufilnnh �nnht tndr ind uidrllihnd AA-- '' � �y d�luuh�ilnnh�tF4t911onI1�i11u1h1�ItloltT�mdlittlludr�tod�lludiifri:+diflllrrobm t�Irlh1�i111d1h1�" rrlr4ilunlriS ' katfmft%�Ilk • i f I .,_,...r•,,,..,.,s...,,,,,,.w........ww,n..., - ,..« .,.. .._. ......,...b,..r..,•.-„w,..n-....«,.,....,,,.,r+........ ...,r....+...,,..-.......,....._-.....n....,»m.•....m-.wr.-.......,.. ,w,,,.»r.-.,•r....,..:«.w'.-»Awa•.a....-,�,.�.....,.,..�,..�.r.....«._,.�.rr.r+. ..»,•.,..... ..•..,n...•.».+.re..w+w.e..,Mi.x„-sa.y.v m•„•i.M+..a'c,..e+.:,. inti.�'s .+• .,,w+rw.c.,�Yt,ad•.n+",^"M-4:r. .r•M ter...waw..v,.,a.+M�wrw,rwvrw,as-+..+.•�•MMlt..rw. ,. .w.yy1M'�. '+ YI.�NMM•'•,Y,+w.ii:.,..m•aw... . r, ,•..,�•..v.-.._,...,...,.. ., ,..Te ..-.....,.... .n., .... . .v..•. 1 iM 1- 1, 1 a 4 a @ SCHEDULED FLOOR FIN 8" CONCRETE SLAB, SEE STRUCT FOR REINF VAPOR BARRIER UNDER SLAB 6* COMPACTED CRUSHED ROCK 1 = • • 7 • . � --- --------- ----- --: t CONCRETE MASONRY UNIT. SOLID GROUT % ;i-,rt .�: r ,�• I, .r•• FILLED. SEE STRUCT - --- FOR REINFORCEMENT. A y'... _ aaanasaasssa�.aa:•s �� - I _ MW ARCHITECTURE r af-'Asa.aaa"f-'tcccasr�ssatart�sssssta/'�ssssss�ssssas A ,'. • e - N! emu m NW Im Avm no x. 88 MM R- 4-HOUR F� � MGM Y , HOUR oOCUALL i F301 ooR A�'3�LY 401 wm.L ASSEIu�LY ITEM NUMBER 6-11 SS OCCUPANCY 'YSEPARATiDN WALL I 1 1 - 1' -0' 1 I • Oo� "'-�---- • � r, SPRAYED ROOF SYSTEM ETAHNE i.. .................................................................# i I "�". W � 1 SEE 04/MOI M OOCUPANLY 1 CONCRETE MASONRY MEZZANINEj S1 OCCUPANCY WITH m I FOR i 1 U ,,r� �' FILLED. SEE STRUCT ARTICLE SIA HIGH HAZARD, HIGH PILED FOR RE ORCE EIEC 1 STORAGE. TENANT IMPROVEMENT WILL 1 W WALT �� I . --- R-19 SATT INSULATION USE OPTION i FROM ARTICLE 819 - St Ux;cuaMNCY WITH 66 I • , g 1 ARTICLE 61A HIGH HAZARD, HIGH FILED 1 16 1 HSTORAGE IGH-PILED WALL %/' FRE RETARDANT 1.6 STORAGE. TENANT IMPRMMENT WILL - .� 1 HOUR HIGH-PILED . . ......................,.........................................; VAPOR BARRIER USF OPTION 1 FROM ANiT1CLE 819 1 1 PL','WOOD DECK r • STORAG'E SEPARATION WALL •.r•5: INSUUTIOCK PNiNED o _ _ __ p •- 2X SUB PURUN • TSE WAFEHOMP I FE WAFEH�'' UM I I � �� STEEL JOIST S1 OCCUPANCY WITH ! S1 oOCuPANCY WITH 1 B - B" CMU ARTICLE 81A HIGH HAZARD. HIGH PILED 1 ARTICLE 81A HIGH HAZARD, HIGH PILED USE OPTION i FROM STOMM TENANT IN ART,CL E 61A. USE OP71ON 1 FROM PROVEMENT WILL STORAGE. TENANT INPARTICLE A 1 A.ROVEMENT WILL HOUR OCCUPANCYFVnFE 7ENW 404 Y� .• WALL FUTURE W OR B OCCUPANCY. UBC TABLEH77---B UNOCCUPIED AND UNFINISHED. I WALL. A Y NUMBER 6-1.1 Ou8601 Y 1 HOUR HIGH-PILED I �• - 1•_p• - 1'.p• 1.6 �� STORAGE SEPARATION WALL 1 1 I MOIR LFE SAFE N NOTES AND LE S AR TION h� I J 1. ALL WALLS GO TO THE STRUCTURE ABOVE EXCEPT AS EXEMPTED ON METAL ROOFING CANOPY F�Sp. SEE STRUCTURAL - THE REFLECTED CEILING PLANS. p 2. SEE THE FIRESTOP'PING SPECIFICATION SCHEDULE FOR PROTECTED OPENING AND PENETRATION LOCATIONS AND RATINGS. HAT CHANNEL ®1 HOUR FLOOR SEE STRUCTURAL. ' - i HOUR WALL AT EXTERIOR OR OCCUPANCY SEPARATION I: t e • <3> 4q> • 7 t OR HIGH-PILED STORAGE SEPARATION WALLS STEEL CANOPY FRAME •� ROOM NAM LES SCHWAB TIRE CENTERS L METAL J TRIG AT PERIMETER 45 LOAD AND EfRESS DIRECTION • • 9 b0 REQUIRED EXft WIDTH (INCHES) —MP-01 50FFTfWASHI C1 EXffM P' -M 8701 wo" AM 0701 cANopy Somm Aw AABL.YSQUARE MXXEM 1 - 1 -•'0 1 - 1 —fl DATA VVOQO JOIST 3/4' T8:0 PLYWOOD LES SCHWAB WWW AREA MD HLTJOHT cm REOURED FROM INDNIDUAL SPACER LES SCHWAB TIRE STORE 15.410 SF RETAIL SHOWROOM - 2 EXITS TIRE CENTER FUTURE LES SCHWAB 5.000SFSERVICESERVICE BAYS - 1 EXIT nj URE TENANT SPACE kgQ SF TIRE WAREHOUSE . 1 EXNi' TONAL 24,980 SF 0 1 STORY FUTURE LES SCHWAB - 1 EXIT 00"AW LOAD -- MTL STUD AT 16" OC EM PROIIIOED D 00CUPANCY AREAS SUBTOTALS -5/6" GYPSUM BD TIGARD►, OREGON RETAIL SHOWROOM (30 SF/PERSON) 136 TOTAL EXIf^S PROVIDED - 5 EXITS R-19 INSULATION SERVICE BAYS (300 SF/PERSON) 16 R-19 BATT INSULATION TIRE WAit_EM_OUSE (300 ERSON)_ 16 BUM.DMrO 000E SUMMARY NO?S3 AT 902D TAG DESIGNATION TOTAL OCCUPANT. LOAD 160 1. OPENING PROIECTION REQUIRES A 3/4 HOUR ASSEMBLY. 2. EXCEPT AS EXEMPTED IN TAIAE 5A 2 ll.ERs t/2" TYPE X B - 3"1 f 2" STUD � BD R- 1-HOUR mr�mL, 90113 NER 200 mo N078001 NAIL m CODES MID REOULATKM UIIC REFERENCE No D - 6" STUD k R10 INSUL ASSEMBLY E-2 awn• S71012 WALL AND ceuNao ASSE�L.Y F601 CANINE R.X= ASSEWLY mm N Of 13 1007 UNIFORM BUILDING CODE AS AMENDED B'r TNI_ STATE OF OREGON. ' - " ' - STRUCTURAL SPECIALTY CODE, 1998 EDITION. ACC►:.SIBILITY REQUIREMENTS 11'-O11'-O PER THE FEDERAL ADA. CABO/ANSI A117.1 - 1992, AND AS AMENDED BY STATE OR LOCAL REGULATIONS. r OCCUPANCY AND SPECIAL REQUIREMI M'S M RETAIL STORES 309.1 / S3 - REPAIR GARAGE ,1 WNNSC0;/ 4'PLYWOOD O OOD ON FLOO FINISH INISH F, 5/6- TYPE X GYPSUM B S1 - MODERATE HAZARD STORAGE 311.1 FROM FTIRE WAREHOUSE '10,0E. SACH SIDE UFC ARTICLE 81 - HIGH PLIED STORAGE OVER 12 FEET UFC 8101.4.1.6 PAINT TO MATCH ROOM. ` BUILDING FULLY SPRINKLERED UFC TABLE 61-A OPTION 1 rq WTIH AN AUTOMATIC SYSTEM w OCCUPANCY SEPARATIONS MTL STUD AT 18" OC WOOD STUD AT 16" OC M AND S1 OR S3 - 1-HOUR E S1 AND S3 - 1--HOUR (1 LAYER TYPE X 5 8 GYPSUM BD EACH SID Z ALLOWAIaLE FLOOR ARIEM / MAXIMUM STONM AND WOHT NOTE: USE 20 GAGE, 6" STUDS W 16" OC AT THE TIRE WAREHOUSE FULL HEIGHT MAXIMUM SINGLE STORY AREA TABLE 5; DEMISING WALLS, EACH WALL RECIEVE AN BASIC ALLOWABLE PREA BODO SF 505.1 SEPEXPANSION HERO. / ONE STTIONORY ON .3 SIDELER I R1 ASS 505.3 ' G - 6STUD C - 6" $TUB ONE STORY SPRINKLER INCREASE X3DOX B •• 3.1/2" STUD B 3 1 2" STLID ONE STORY TOTAL 46,800 SF MAXIMUM ANY SINGLE STORY MAXIMUM HEIGHT IS 2 STORIES AT 40' / ACTUALL HEIGHT IS 24'-4" 903 WALL ASBEIu�.Y 911 WALLAS�L.Y GA FILE No WP 1072 now. CONSTRUCTION TYPE AND EXCf.PT10NS 1 - 1 -0 1 - , -•o' TYPE V NON--RAYED 604.1 PC EXTERIOR NONBEARING WALL RATING REDUCTIONS 604.5 1 HOUR LESS THAN 20 FEET 303.2.2 NR ELSEWHERE TABLE 5A — SIM: 1/2" A/C PLYWOOD v Al OPENINGS IN EXTERIOR WALLS NOTE 1 WAINS OTE UP 4-O" NOT (PERMITTED LESS THAN 5 FEET TIRE WAREHOUSE SLO FLOOR N PROTECTED LESS THAN 10 FEET PAINT TO MATCH ROOM. Er.0 � FM RES rANCE 1U 0 HOUR EXTERIOR BEARING WALLS NOTE 2 OF 010 0 HOUR INTERIOR BEARING WALLS -- - — WOOD STUD AT 16 OC _ • sRr►mtt HOU EXTERIOR NONBEARING WALLS F 0 HOUR STRUCTURAL FRAME EACH GYPSUM e0 rRO�JECT DATA 0 HOUR PARTITIONS PERMANENT EACH SIDE 1 HOUR SWIFT ENCLOSURES �� - 0 HOUR FLOORS AND FLOOR-CEILINGS BATT INSULATION 0 HOUR ROOFS AND ROOF-CEILINGS : 606.3 EXTERIOR DOORS AND WINDOWS 606.4 STAIRWAY CONSTRUCTION B - 31/2" STUD ow as 6" STUDAM R - 1-HOUR A � � � W� ��.Y QA FILE No WP 1072 ��a,.,,a„•Md. -. 1.-0• .ung ar. 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C .. � v C .,C_- •• . I THIS C C ' ROW , C 2I1'-0' C 14 6 6 R CKUP AISLE MAD'TH C C C 1 C > TYp c F71 � tHI C b RQC ( n C .__._ 2d'-0" REViBED STREET C �►+ J C ADCWlyp 1` PACT C •-�•� go-09191-041 go—on C TII M O C AVON CONTROL. BIKE RACK FORJOINTS WfTHn • C SERE BAY PLAS'TM TYP 3 b BIKES. TYP SERVICE DOORS ;. vw v C C In f7W LLES SCHWAB TIRE CENTERS C WASHINGTON C � : C a SQUARE C C C* LES SCHWA B Ir • TYP b C �` � TIRE CENTER \ 24-0 BACKUP WIDTHA TRASH TIGARD, OREGON -*-- `- � iol WITH--.. g 4 COMPACT PILASTERS, TYP `.. ' . . • • . EQ 170 n Nw "113 "1113101 ram.. ► + R.. • . x/ PAD100913 nt�'�oie WL vAu_Www BIK FOR 5 BI SITS PLAN NOTM 1. SITE INFORMATION IS FOR REFERENCE ONLY. VERIFY OWING, CURBS, WALKS, PARKING, AND UTILITIES WITH CML DRAWINGS. t 2. SEE CML AND ELECTRICAL DRAWINGS FOR UTILITY INFORMATION. 3. ARCHITECTURAL C ATUM 100'-0" - 240.00' 4. SEE PROJECT MANUAL FOR SOILS REPORT. . t Rrms ........... SITE INFORMATION PROJECT AREA: 2.38 ACRES - 103 909 SF DO R. ALTO �i BUILDING AREAL 24,960 SF (20,000 SF FOR LES SCHWAB) TiG11RD PARKING RATIO: 2.0 PE'R 1,000 SF MOTOP VEHICLE REPAIR D.OREGON 3.7 PER 1,000 SF SALES ORIENTED t 3.9 PER 1,000 SF OFFICEOF OREGM4 REQUIRED 5 SPACES FOR 101 TO 150 STALLS ACCESSIBLE PARKING: WITH I SPACE BEING VAN ACCESSIBLE wlIr tma F TIpARD REQUIRED 72 STALLS TOTAL AS FhLOWS: SM PISA PARKING: 24.5 STALLS MOTCIR VEHICLE / 9.3 OFFICE 38.2 STALLS SALES ORIENTED PARKING PROVIDED: 119 STALLS (INCLUDING 89 STANDARD, 45 COMPACT AND 5 ACCESSIBLE) or�r Hou M El � PLAN LANDSCAPE AREA: 0.44 ACRES - 19 195 SF A141SW LANDSCAPE RATIO: 18.4% PROVIDED _ - 157 REQUIRED aN �Rd. 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STRINGERS • I PREPARE PLYWOOD / ,, tir,,. '!t Sys.-t�-', -.*'i:++ +,�+f '":• i DECK ACCORDING 10 ��y� ,�...•i`."`•� _ '_•i�'*�.:•'W+" ! TO ROOF MAUNF S 0 PAINT PT-.i3 (RUST) .., `,, �, �..,:• " ti.: SPECIFICATIONS 3/4" DIA. STL .............................................................................I 1/11pII E><TIIIOII 1lfMI IIrE INTERIOR' c / R NG9i ,. / • • / STEEL STRAP O 46" DQ STL PLATE B ' WELD TO STRING _CMU FT-0PAINT 3 (S DE UUS'1� 10• MAJNTNN MIN. COVER OF BOLT TO FLOOR HUB AND SPIGOT STEEL PIPING -q " - b n -DO NOT D(POSE CELL CMU WALL REINFORCING STEEL GROUTED soup 3/6 •- OL yr� �li RAKE JOINT TO 3/4' DEEP ®. ELEVATION Q SEC TM FA DC�WNBPOII� ID m. PARAPET WTAL B4 CMI! WALL PROIJECTm B5 CMU aw a P B6 � AOCEEB LADDER r_ 1 1 •1 0070032'/ _ 1 oYo11= 3 � 1 00011321 MALE !'.0 DN11= 3/0" - 1'-W 00772401 W-40 MO 7'-4' MO 96-4" MO 91-4" MO E4 EO E4 EQIs EQ � ,, EQ EQ �,�1�� EL19 E02 Ef�2 E01 �� CJOINT � i a /80 SWJ1N1'SEALANT EACH SIDF OF YPH SEF FLASHING IN MASONRY , eENING BLOCK JOINT '- LOCK FLASHING I C OVER SHEMETAL ET LES SCHWAB TIRE CENTERS bTEMP TEMP TEMP `[€MP nEl�'' MP TEMP 1 11I 170 FMII ED DO EO DO 3'-0` DO (DOOR OPENINGS iA 3`-0• 3'-0' WASHINGTON DOOR OPENING C5 ?j1 E MATIOM _ . SQUARE 1/4 , ID0011324 _>__ CCH%. SCS H�_ KE kwmH ;___MECHAiNICA,. UNIT/ROOF HATCH ' -�- LES SCHWAB DRAWBAND � SHEET METAL RELIEVER ; GASKETED FASTENER O WATER TIGHT.COLLAR 12. OC TIRE CENTER METAL RAIN COLLAR -----—-—------------ A. OL ROOF COATING . METAL ROOFING H -ROOF COATING If�T 2X 'SPRAY-ON H SCHED. $DHEA, SPRAY-ON CURB INSULATION SEE STRUCTURAL - '- ' A2• X 12' --'r'-'�'- TIGARD, OREGON INSULATION \ FOR CANOPY / FRAMING bi Q ROOF 'n DECK-*-,,, ----.-•--- ------ ------- - D• mT mw 09 113 3 F4 34 14 am 0007!!002 D1 PETE r-w— I E MATION D2 MEoHAt�Ic- OR HATCH c me D5 DOOR Ano FRAME rfms f�° P RED f:IJ�SS UAM N 09 13 Ir • 1 DROI 1327 •1 !90011326 1/Bo _ 1'-0" 00011323 ""°'0"� gnaw=* �— r �� —.....--__—_---••—.�—.�---••----.. — _..—...... —.�----.._.. r1 SEE �• '•, •. SSEEEE •••.,• ... OPY DOWNSPOUT SHOWN IN 'DOTTED LINE PLAN PCiJI EXTMU� " / `� PR DE SLOPE WITHIN CANOPY FROM 6 -Ti�OM + / /, J --------------------------------- -r .- -- } --- - - -- - --- --- - O MASONRY �t (3.) MASONRY SPRAYED INSVIATION f / '. HORS EACH ! CHORS EACH 1"MIN THICKNESS JAMB / JAMB 3 ESIPE USE LINTEL 4• / ' CAN BLOCK T0- 1/ " S CORRUGATED TRIM PIECE TO 10 1L/4" CONT. 1[[4��" CONT. 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SET SCUPPER 1/2 �" • . 1�2 JOINT '9 6 DOWN SPOUT SHOWN. FlLN.ER / \ ��F pQt�o FLANGE IN MASTIC �D 1�Y KEEP S" D$ nGhT TO WAIL THRESHOLD .' ' � " � � ro R PREPARE ROOF DECK SEE BI/A802 FDR ATTACHMENT N :�r;:',, y'S."r,,i u ,+ `i• ACCORDING TO ROOF , tj.r.:.7y,r^ ,�' �• . .iay a o 4 F MANUF'S SPEdPiCATIONS / i/ // SILL FLASHING i� r k�`''-'t`,' * '`r!t• i a o o a - - stierr tmm I / �SIZ !N CON'. • ,��'�Y' ; r".•��""" c�•.' CMU PN 'ER SHIM AS SEALANT d • e� • . ` �7QY' y o 0 0 0 0 0 0 o a o J REQUIRED EXMRIOR DETALS �/ f / / / •• � • � e •. • .� • + 0 0 o e o o �l /E1L7Mc A. o 0 4 �MMs 1 . . • •. 0 0 0 0 0 rc, o f PLACE SEALANT AND / clru BACKER ROD BEHIND RASH G BY MANF SET IN EXPANSION MATERIAL & III I o 0 CONT ,BED OF MASTIC - TBSP SEALANT JOINT SNAP CA �E�: _ii - EIii-III= F1 mw wwmDowwoms Am oomyjcTm HEAD F3 in EILL R snfEsHow AT EX I EFM al / i f A802 9M$W aqoov bwg Rd. %Alcno?"I F6 JMM + HEAD 0 �t DN1132l9 3 1'-0" 00011303 3• � 1''-Q" 00071001 3 � 1'-0" f?. 7.K � 3` _ 1'-0" DM79M not � sup�.at�e i ... * .. _ .. 'M'4MAerl�'M.k."•fgc,.�.'r,,_h 1.'bP•••'hnr°r.r yr",yr;+Kt. . � 4. _ �G .. ,. ., ' .- . . . ,.. � .. .«... . nanr\-..nr.w.r..r.•iv:. ._.. . .. ..,.... _..,w +.+•w....u,_«.wa+.rM!�L•a�..raw �7""y ",.... ` , 10 12 14 16 I � 11111111111111 I1111 lll : 1f11111IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIII 1111111111 1III III111111111111111111111111111 1111111 1111111IIIIIIIIIfi nII I n ►�f l Il�nl�di fin , tTl �I ,� s i �s �nl�l1 nn t n Ind nd�ifilnldll )yIlll(fR111111NfRI iib Imb i imhiillnd�i� INI�I� do u�t �unb I I nub I Huhn t u�h i uohTT'ilnnh nub u ,X�,:; ...•w•w...w+.«...,.w.....i<..>w-..-..�,<^.rv..... -nw+...-ati.+.....•a..vm-..a\.•..rs.s.>.. ..w.. _ ' ' � " + 4• -.. •. —+...+«-.•�•-.._..w.r...�«++.....vQ.....+..+....w..�.:+a.•ro .....wae>-.vs.>::co.wwr+.,..+rann+•.e......, .,..,.�.. ..,. _ ..._ . , .a.rw rr... _.r-,-.,.ru-,...r.....ws,•.•......r +wri..rr....ra�w....r.r•...+.rer...•.i+rr....+....n.....+....,.i�.•wsr-.�..wr.►..a.•.w+....wl.•..:aR�••a•.d ,.., ., ._..,::.. •..... .. - _ .....� __ L: a Jr, •4 1 2 3 4 d til.-01 IotA 24" WIDE WER TOP AND BEVEL i3�0E SH DRAW /SAID/SAFE' LAM. >h CONDUIT HOLE arm CAWO M000M FOR NOTEi, AVER DD ENSITY PARTICLE -"- --- - PommNS,OW"DRAW®R "m 1�, DIMDMM & DETAILS IN CCxAm (VERIBOARF TO +T-3 1/4` otlwoatw�l SEE WTEINOR CABINET ELEVATION. i r F/IMUCATION) r NNAVY DUTY METAL W>1MLAR tN/ta r r DRAWER PJMP ANAM, _ 111PARX PLYWOOD OAM4AY - COMPUMMOVAI IAM ---- ----- 1. S. NIDE FACE C~A S DOM AND DRAWERS W PLASTID LJIM.; _ AD.LLJSTASLE70. 1 _ 1 t O}IA�PAi01�COLOR; BH�VEi WI 111,, EXPOSED FACE FOO fal; \ • STDs !atEPORTRI _-_ ___ ' I WON BANDED 0(TREY PLASM LAA. + �. ' � � �-- p S ( `� COUNTER TOP 42" A.F.F. OOOIii M1TD.ON lLNiOPBAM STYLE a _ SEE DETAIL B2/Ao01 OONOLALBO MO m ckcaM•OR EQ.X ;r Mid.MI�.VY OTTOKART1CLi A ��PINOEI PULLS. 1 2x4"PONY WALL WITH f SO�AND OVERLAY•KAR'TROM i i l Iii h h �, a OR APPROVED EQUAL, -___: --- , , , i 5/8- GYP. B.D EA. SIDE Bt EAfEy11E ra 1 I I t F=____-__= 4 �xaE 1�oltaawlt t CHAMoA S DOLOR. � � t I � - - VERT. 2114 • EVEN SPV.INO. 0 Vwy I I .► .__ T" ARCHITECTURE ps +!FALLawim Rcora (N ALL�OSIEDEDGES I I t , I TOP TO BE SAL+ILE HEIGM' Vary oownr tctla TO K®OE SANDED. ; , �, ,- ------ _ �� DISPLAY. iS BATIER1r' IocAelnw•satxona SO CAM OWAM PORMW I AVINA 300 POR Fb� ORSOON "20LOWN OOIaIN�1 Mrl rKM1��Y atM1lR b � b m LiOi an o/Oi AV- a&w cmmT A%-30 CAM CftWW&AM CANWT Bev � - --_- _-- --- FAX "3 $V 3/r Ml 1314 3/4' l'-0` 53/1 17 T.S. COLUMN. SET FLOOR PIAN FOR SAES ANO NOTE. PLASTIC LAMINATE PL-03 � LOCATION � ENLARGED PLAN FOR PLASTIC LAMINATE TOP W/ BEVELED EDGE_ WINO WALL • BATTERY DISPLAY � Tb COLUMN. SEE FOUNDATEON LAIME1tE0 Comm TOP COUNTER TOP ON 3/4' 4 INDUSTRIAL CAPRI. FINISH &4M'Z AS I I PLAN * DETAIL C4/A801 2x VERT. Fk�k�NNC FOR PARTICLE BOARD SUPPORT. CABS�kT. TYP BOTH ENDS. SITE 1 I "' ..........................................•...................... ......... PL-Dl P CLE BOARD. 1�-a• DETAIL 04/401. ' COLUMN SUMOUND. FINISH r I r • (TYP r E1/tC1( ! ENDS 3/4' PARTICLE � � � —C4S AS I,IIBSiT. O[TAIL 1 4 PARTICLE SAME IIS BOARD OVERLAY GREY MDL OR PLASTIC LAMINATE APPRCvED EOUIIL. W/ GREY 'T"-� PL-Q2 EDGING ON ENDS sr SHELVES. 1 1/Z• � %Tn.'RY OftlPLAY CABSIET :'4:::t,.::v:::.�t:X•:.:.t,..»,... ».• PLASTIC LAMINATE 6cUN. SEE DET, B2/A901 PLAASTlC LAMINATE 1 PL-03 PL-01~ SHELVES- 1' PLYWOOD DISPLAY BATTERY DISPLAY I...... ................................................................. W/ PLASTIC LAMINATE (PL-Q1) � "-" } h PLASTIC LAMINATE SURFACE & EDGING TO MATCH BEY04D , i R �' PL 02 �( AI SDs, VERT OC T7 , 7 • 24. OC MAX. DADO SHELVES INTO BACK AND ENDS/ NOTE. J. RUBBER BASE (RB-01) RUBBER M5E_ (RB--01 i'-- COLORS PRIOR TOMFIJ LAMINATE NOT E ,~ AT TOE KICK EACH CONDITION SIM. AT OPPOSITE END OF COUNTER WITHOUT ', M 1• 8 IATM STEEL COL UM.1. FORMICA SURROUND$ To WATCH. B I am, m— B2 mnmy DISPLAY BELT wmwATION B4 mag.., C cum • BAnm DISPLAY 3/4vn 1w 08811310 317 • F-7— MI 1311 1-1/20 - 1'°-0' 08811313 NI pND DRAWER PULL$ —PL-01 PLASTIC LAMINATE OVER PARIICI.E ® PLP02 BOARD TOP WITH BEVELED EDGES BER IRaQoIR PLAN POIR LOWERLD OOLNIITlR r .. 1+1•KM1f RIOL401IMI'a LOCATION. OMIT DRAWERS AT LOWERED PORTION. --- ---- -------- --------- ------- FRAIiE OR CMU WALL. BEE FLOOR PLAN FOR O Ito IWALL TYPIE, \ LL OC AYIONBAT COUNTER r AWUST • f3 P40t SHELVES ; PARTICLEBOARD LAM. --------=a c=--- --- - BAGCBPLA - mp,--=� _-------- _-__-___-- -___-_ LES SCHWAB TRE CENTERS �I �_ LE BOARD TOP WITH � 1 i I I I , 1 FEAAVY DUTY METAL BEVEL Em. DRAWER GUIDES PL-M PLASM IAM. I 70P W/BEVEL � �• 40 DSEMI-RC'SSEO DRAWER PW.. WASHINGTON BTlROR-SW PARTICLE TOESPACE SP (RUBBER BA�m�/� BOARD.OVERLAY a+REY MIDI• ` CA��- N 1 ERM EMAMM WITH T EDGING ON EPOS AWSHELVES � �� ll` 1 1/ 3/4 - 1 -0 mfl3f# SQUARE PIA)2 � \ � I T., STO-mm LES SCHWAB KV.fm 0 KY.RISS iv u t j r °� - NN TIRE CENTER NAM BASE 0 _ CABINET DOORS TIGARD OREGON TOESPACE SPAM(RUBBER UK mom Na: 98113 oats: M75001 OO aaae«t.� I(OB H CABIN El MATH AM SECTION D>: NOB 13 4 '" 1 08811318 COMPUTER STATION SEE F1/A901 ., 1'-10` �� or TYP. SEE DETAIL AIIAIMP VIEW GLASSMR DIMIDNION9 NO'T28 IN COMMONS M n 3 1/ " /� 3 1/2' 2^ � 1C( FIRE SENAW MA UAL, TY?. E OFCOUNM O 0 TRACK LEO _ K ALLOW 1/2` DEFL. I DO NOT ATTACH GYP TO DEFL. VIEW GLASS 12"TYPI TRACK COMPUTER STATION FILL DRAWERS LOWER COUNTED ! PAONITOR SEE Fl/A901- AREA KEYNOARD w�wwar•rA 1'-10' � � '11.03 8!' �'E o w �"" E6 wA�. ID �'VAN RM90 1 0 �; `-'—' w w 111 , t -1 08811332 Z THIS PORTION OF of b - UWAW CABINET MUST BE REMOVOalt Q° BLD J INSTALMARoNE s CIA ALTO`Nd' A � TO HOI,r FOR O • CONDUITS -- B C+ I D,OREGON • w n ` �PAR�rrION 0 c AOCE�@F 010 tam alas —_ w F AT FRONTIJ tP7AN07W] spow TRE: mamm 1YTERICR DETAILS JL INSTALL APPROPRIATE ACCESSISL E SIGNS A �: WHERE REQUIRED BY U.B.C.AND A.DA. STKIDARDS. Ise. F1 caol�PUT M CABINET DETTALS F3Typ. AccEswLE LIQ imm F4 cAsEwm EL.EVATIONB A901 t 4 • 1'-0" / L)88/1320 1/2" - 1'-0 08 ' D11388 >r DBp1131a 3 4 1'-0 ofL .. _._ _ -_........�.,T.r�e�+!'9!�a}r?4� • rt;Mrr ., ti;7, a ,.M: • n, K , ,.. .. i • "Ifillkliw, �. I I rt'� 12 14 �6 I I , r- �• ,1 • I.. ; � � �� .. ~ '��.,I��I �� .�AI I�I�I I�, I�f � {{ I 1 : .f - 7F I�II�Imdlfiti III��IMII�ilI1MIEOlInIdiD111ud111Mln11f11Noull�lnd��IUMIIflIMdlNllnnlnl Ilnvh�nllll'I�i onl��nuhi�i 1 •..,....-..•.......w...r....•+•.vr-..-.rT.a.e•. ....-w_.e.�..s..wo..•.ns.....e.�........v.w.+ww.,.-.,..._.....+..m...._..,-+,...,....._......-....w.-�..�•«+.re..�w•.r...w.:c•wa+w:+ws ..„,. �.�-._.._ ._.�c.•.+.n..a r....----• rw.w."wE-J..aa.hM.�,»r 5 +�1�}dA,., _ a4�1YNY".n>1WMNY.c.1� 4M ' ' [' '�M • ,t..., ".nh �F-.-,. ,...«-.., ,. ,.:,.... ,♦ih,.dy.;a,lmr,,..,..• ..... nhy,-y,,. ....YII,J..M�. 1ti: .. ++. .f'ab{M+UVFM1eocMtri+�M•�.r.�.._-. w. �...., ..-.. ...e... �w,, ,. M y 'll+ w .....«,►'.n/�I,Y"w►�r-..,.s+. - .. -r ...x -.-ww.--._v..w.+i... _. ... ,,. .....-., ._ 's r .q 5100iI rAAul� STRUC1LIfiAL NOTES i, All tumb•r pa:i" and tprrades to be as fd:o+rs (unless otherwise noted): a. Joists, beans and sWngere Douyos Fir f7 6 Inch nominal and greater beams Douglas Fir f1 and stringers 1. These not.., set minimum standords for construction. The Drawings govern b. Bucks, blocking, bridging Ac mise. Doug. Flu or Hem Fir f3 over the general notes to the extent shown, a. 2 X 4 studs Doug. Fir `stud." 2. Contractor shall v.4fy dl dimen4kine and conditions an Drawings and in d. 2 X 6 studs k larger Douglas Fir f2 Holt. Coordinate lacotions of openings through floor, roe'., and wows e. SING, ledgers, plot", etc. embedded Pressure treated Hem Flo /2 wi',h architectural, moc*ontcol and electrical drawings. Notify V-MK In or In contact with concrete Consulting Engineers (WMK) of any diacreponaes or if actual co•ditions f. Poets Douglas FY fi differ from those shown or nuteri. 2. Roof, four and wall sheathing io be APA Rated Sheathing, Exposure 1, 3 Contractor shat; provide cU necessary temporary support prior to conforming to APA performance standar" PS 1-83 and to IC80 NER-108. See completion of vertical orrd Ia1•ral load sybtem L VLMK has not been Drawings for required thickness of sheathing and/or span rating. retained to provide any eervioes rel*teJ to Job site safety Iri+itall roof and hr" sneathing with long dimensloc perp•ndlw r to piecoutlonv, or to review the moons, methods, techniques, sequences, or supports and stagger enr+ )olnts (unless otherwise noted In Drawings), procedures for the contractor to reform work. Unless we ore Use spacer tool toW do 1 8 inch end and s P / wits pints, Including specifically ,etoIned and cornpanwtad to do otherwise, our work Is tongue and groove . Install 2 x 4 ar thlc er blacking of Ihnibd to tin• despn o} work d•ar-ibsd on our Drowinge for :his unsupported pints il sheathing. Blocf; race or floor sheathing project• where mated an Drawings. 4. Mire reference is mode to ASTM, ArSC, Ad or otner standards the Otest .l. Frdminq anchors, Joist hanger, port caps, etc. ter v 'Simper' or M issue shall apply, approved equal. ARCHITECTURE t3. inspection at /or Job Supervision is not provided by VLMK ♦. AN bait Imads and nuts bearing on wood to be provided with a washer. 6. NI work Mall be in Strict compliance with Cis latest ed'don of the b. AN nailing to be per Table 23-I-Q of the West edition of the Uniform 84 Nor IM ASR �O Uniform Building Code (UBC) as orhsnded by the State 3f Oregon and oil Building Code, Nails coiled for on the Drawings ore to be common nolls. other state and local building requirements that appist 6. Cutting and notching of joints not o3ored, 1 Inch diometer hale may be 7. Design criterio: drilled in the center 1/3 of the member depth. Nother hot"othalt�TlA� »" to be 1R IV 0�/ o. Rosie roof live we load 25 P5F arpprod by Engineer. so I' 0*6 0. Wind 6U MPH Exposure B 7. Studa may be notched h the lower 1/8 of the height of stud for electric PAX A3 C. Seismic Zone 3 and plumbing pipes, but no part of the notch is to be deeper than 258 ofOM 6 Mectionlccl equipment, mora:nnical and sprinkler piping larger than 2 width of stud. Hol•S of diameters up to 1/3 of width of stud may be inch" in diameter or cry olhar item• producing a hanger or support load drilled in stud of over 50 pounds shall be hung by o system opprojed by VWK. Any 8. AN laminoted bourns to be Douglas Fir with Fb - 2400 pal per NTC 117 honker or support producing a load over 200 pounds ah dl haus additional Specification. Combination 2,W-V4 for simple span beams, oil others fromins installed to transfer these loads to the main structural beams 24F-VB. Appearance grade to be industrial, unless otherwr" noted on or wd! unless otherwise approved Omwin rs. NTC or A,P.A•-E,W,S. Certificate required. Use waterproof 9. These Drawings have been prepared solely for use in the eonstructlori of glue, the Mbsh4igton Square Los Schwab Tire Center project located In Tigard, Oregon. Po►%esslon of these Drawings does not grant a ken" to STitUCTURAL h iASrr 1 Au aic_STt fi conatruci .v fabricate the whole. of per'. of this project In other 1. DetaNhg, fabrication and erection shall conform to the steel locations. oonstrurtlon mariuol of NSC. STE WORK 2. NI at" 8-secllons to be Ab7Z Or. 50 typical unless otherwise noted. J. AN steel plots, onglw, chonr%Ws, to to A38 typical unless otherwlss I. all organic moterlol and topsoil from a•eas under the bukding or noted under pawed *reds. 4. NI structural tubing to be ASTM A500 Grade 8, Fy - 4a reel. All stsN 1`11111B VLMK Consulting Engineers 2 material to consist of o granular material or conditioned site pipe to be ASTM A501 (Fy - 36 kel) or ASTM A53, Type E or S. Grade (Fy material. Place fill In lifts not to exceed 8 Inches and compact to 95R - 35 ksi), J93� S w. KELLY.AVENNUE . stondord ASTM D-1857 under footings, under pawed areas and under floor 6 AN welds to be mode by Certified welder to AWS standards with E70XX PORTLAND, OREGON 97201 slabs. e alec�adw, (503) 222-4453 FAX 248-9283 J. Bass material inimiedbtsiy under slab to be 6 Inch" Inger of composted 8. Unless Hated otherwise, bolts 10 b• AJ25N far Steel to steel cmnocllarhs Crushed rook with Ises thon 5R possinQ the number 200 clove. and A307 for anchor bolt* and connections with wood. Provide standard 4. Soo specifications fa oddll!oral Information. p'-'e washers under dl bolt hoods and nuts In contact r0th wood. 7. Ali light ria uge stool 16 Qk age and heovier shall be formed from sten+ cf FOUNDATIONS ASTM A663 Grade D with Fy - 60 ksl. Light gouge steel 18 gouge and 1. De119n soil pressure 2000 pof LL plus Dl. per Gootectinlcal Investigation lighter shall bei farmed from ASTM 653 Grade .A with Fy - 33 ksl. Detoll prepared by AGRA Eorth 4i Environmental doted Septermber, 1997 and i:brieote I,ght gouge steel NSI SI standards, 2. NI footings to bear on firm, undisturbed soil or approved compacted 6. Do nut oversize N.tiled ar punched holes with burning torch. fell minimum 18 Inch" *Now final grade. Nr,iify VLMK before proceeding If any unuoud conditions cre encountered h ih* footing excavations. 9, drilled expansion onshore lnartoNod h oonorwte to De uie of the 3. Do not ereovate closer than 2:1 slope belaw footing excavations. following:. 'Red Hood Trubolt Wedge Anchor' by ITW/Rameat (I C.B.O. 4. psora dl footing excavations of loose material b hard. /1372); Power Stud` by Powers Root (I.C.8.0. J5223); or 'Kwik Bolt II` by H110, Inc. (I.C.B.O. /4627 Other drill*., •xp anelon anchors are 6. Erdovot!on• may be made under continuous footings for pipes. Backfill )• to los approved by Oeoteohnlca Engineer, anchors a only with tura written Cocos. l of Engineer.mini Instal ON FFOUNDATIONIS DE REQUIRED SPECIAL iNSPE:CTION AND MATERIALS TESTING (PROGRAM S:OINSPECT.DWG anchors per menu/acme+ctrl frietruetirxi•. Provide minimum embedment and �PECIy INSPECTION PROGRAM NOTF"S• spacing unlea otherwise noted on Drawings. Speeid Inspection w cagxx requited of al! expansion anchor Installation+ unless epeclfk.olly notad AND SMI OOAM1110M DIURA"110N NlsECTlCtii AL NCY otherwise on Drawings. I. DURATION REFERS TiME .NO FREQUENCY OF INSPECTION FOR INE PORTIONS OF WORK INDICATED ABOVE. 1. Zilrrm9th: Average 28 day concrete strength determined by Job cost lob tO.NI drilled epc.y archon Installed In concrete to D• one o! tYe Orodhq and Subpode CompaCtlon ReL Pro oared cyikider to be as Indkrotod below plus Increase dcpendina an theJeri Spedfloatfa'ts P Oeoteohnlr,al C - CONTiNUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES OBSERVING THE plant's standard deMatla, a s specified In Ad 318. Provide ml. J420following: Epson xy Tie 6 Epoxy Mahar' by SvongrTi et I.o 14 -- -- WORK REQUIRING SPECIAL INSPECTION, «Melgns to Engineer for all concrete to be used. Clearlyfatal a; mix 4263) or `ET-Epoxy Tie Adheslvs by Simpson Strong Tie (1�0 /4p4b) Footing Excavation and Compaction Geotechnical P P - PERIODIC INSPECTION IN WhICH THE SPECIAL INSPECTOR TI ON SITE AT TIME INTERVALS NECESSARY Wilt. Other it of epoxy anchors are acceptable only with Prior TO WINGSCONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION !S IN OONFORMANCE WITH APPROVED PERMIT Ohslaha for proposed area of use. Y Pr Footing Form work and Rohforcemen: --- P Terthq LaD/Engheer DRAWINGS AND SPECIf1CA710NS. 2. MInYnuT mix regain merle: urltten cpprovM of EnQlnesr. Install oil anchors per nhaxaufactur•r'• q •• Instructions. Provide embedment and akpocing noted on Drawings. Special 2, THE INSPECTION AGENCIES ARE AS FOLLOWS: Leaatlon Compressive Slump (o) Minimum Admixture• Inspection Is required of all drilled spotty anchor InstafloCone EHE N SP ION GENCIESENGINEEKS Strength corfhent 11.NI ala•Nled expansion nnohore Installed In contrate masonry to be 'rtwNr -'- GEOTECHNICAL ENGINEER: AORA EARTH AND ENVIRONMENTAL content t Bolt 11' by HNti, Inc. (I C.B.O. f4027). Cost anchor bolts or other Placement of Reinforcing Steel for Slob-un-Orad• P Test" Lob/'Enghser TEST11+0 LAB: TO BE DETERMINED (pal) (hahss) (Ibe.) drlNed expansion ortohas may be set atltutod only with prior written - - oppro%al of Engineer. Expansion baits installed In masonry to be Placing of Concrete for Rehfore" Slab-on-Orad• C Testing Lob TESTING LAB SHALL PERFORM INSPECTIONS CIF ALL PORTIONS OF WORK DESIGNATED IN THE ABOVE PROGRAM. Footings 30000-5 470 none lnstallad In full-, ^routed cels, In on area which leaves a minimum 3 - -' - THE SELECTED INSPECTION AGENCY SHALL BE AN ACCREDITED, APPROVED SPECIAL INSPECTION AGENCY EMPLOYED BY Inch distance to any *do* of the masonry unit C:ua a minimum deorance of Prior to and During Concrete Placement for 'THE OWNER OR OWNER'S AGENT, NOT THE CONTRACTOR OR SUBCONTRACTOR, PER U.B.C. SECTION 1 AGENCY E 1-1/2 inches to the Cerner of the crow web. Install all *ichors per Cott Anchor Batts and Embedment Plates C Teethes Lob THE SPECIAL INSPECTORS DUTIES REGARDING THE PORTIONS OF WORK ARE DESCRIBED IN U.B.C. SECTIONS 1701.3 AND 1701,6, Slobs on 3500 2-4 517 tMtA (b) Drawings. hl Inspection Provide embedment and rpackiq noted on THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO S74ALL DEMONSTRATE COMPEiV4CE. To THE Grade C.C. (d) anchor e. 1 Drilled ti Adhesive A•,ehars, ?,,de oral Dowels Shall per IC80 Evaluation Report SATISFACTION OF THE BUILDING OFTICIAI, FOR INSPF,CTION OF THE PARTICULAR TYPE OF CONSTRUCTION (interior) 9 Special Inpectlan IS roqulrM of oil Grilled expansion po continuously hel•avatod d anchor InetaNat{aerie unless specifically noted otherwise on Drawings. Y during Installation eP C Testhq Lob OR OPERATION REOUIRtNG SIsECIN, INSPECTION. Slobs on 3500 2-4 517 MRA t2.N1 drilled epoxy anchors Ineto;lsd h concrete masonry to be 'HNtI - (c) MY-150 Adhesive Anchor" by Hnti, Inc. (I.C.8,J. /3193). Other drilled Drilled-hi Expansion/'Wedge Anchors In Conmot• per ICSO Evaluation Report C Testing Lob 3. PRIOR TO Ti4E BEGINNING OF CONSTRUCTION, THE ARCHITECT (OR ENGINEER) SHALL CUL A PRE-CONSTRUCTION LES SCHWAB TIRE CENTERS Orode, wale ox archon are l anchors table art! with U.O.N. Noted ori Drawings 9 MEETING WITH ARCHITECT, ENGINEER, BUILDING OFFICIAL, CONTRACTOR AND SPECIAL INSPECTnRS TO REVIEW THE (exterlor) epoxy ep y prior written approval of ( ) Engineer. Install all spacing not par manufacturer's turer's ci l Inspectns.ion Provide 61RUCTUIIN. �1D1110 AND HIGH-8711i"I 1 IMTM SPECIAL INSPECTION REQUIREMENTS. THE STRUCTURAL OBSERVATION rEOUNREMENTS SHALL ALSO BE DISCUSSED Miscellaneous 3000 0-S 470 v.RA embedment arta taches noted on Drawings. Special inspection Ie required of oil DURING THIS MEETING drilled epoxy anchor Inatollotlucs. Single Pass Filet Wilde 5/16" and smdlor P Testing Lob 4, O U71ES OF THE SPECIAL INSPECTOR TO INCLUDE, BUT ARE NOT LIMITED TO: - 0. Slump exceeding *pecified '!mile Shill not be Aacorporoted in the AM JOIST 1"Not Welds larger Ghon 5/18" TA) ACKNOWLEDGE THE SPEUAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING AGREEMENNT, WASHINGTON ' Project *•.:kept by written ap,royal from Enginaer. 1, Stool Joists shall be desC Tooting Lob ignod, fabrlcatod and erected per SJI Standard - PROVIDED BY THE LOCAL. JURISDICTION. b. WRA - water reducing agent Specification. Ultrasonic Testing Fuel-Penetr*tlan Welds M Provide Nondestruetive B) THE SPECIAL INSPECTOR SHAH OBSERVE THE WORK FOR CONFORMANCE MATH THE APPROVED PERMIT DRAWINGS a AE - air Antrainment 2. Camber all Joists with standard comber per 000w Standard Specification Moment-Frnms and Braced-Frome Connections, Testing per U.B.C. 170,) C Tooting Lob AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF' THE d. Up to 1--y.02% calcium chloride C.C.) allowed during cold weather. units" noted on the drawings. and Field Field Welded Applications In Seismic Yana 3 alt 4 CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER AND TO THE 9U!LDING OFFICIAL e. Pozzotw (PT20) fequired for ail concrete placed below 40 3. Provide bridging as Culled for by above opeclficotione. Do not us* C) THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDINO deynes Fdrecreng clotted shop r baited and COctt later unless approved by Engineer. Meld Deck dialing and Welded Stud Installation P Teethes Lab OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR AND (OTHER DESIGNATED PARTIES), IN A TIMELY MANNER, AS SQUARE J. Requirements and :vengUu for slob a grade (interior) ter be 4. Provide chop drawings and calculation• that Indicate Joist sires, - ESTABLISHED AT THE PRE-CONSTRUCTION MEETING. loading, member sizes, punN point locot'As, cambers, brld in and an Weld of _L ucturd ht Gouge Metal Stud Framing verifieC with tenant Improvement. 9 ¢ Y � � 9 4. Use Type 1 cement, per ASTM L-150 i,nless otherwise opFroC T Other Information that may be pertinent to the Job. Shap Jrowings and D) THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REWIRING SPECIAL vsd. esthq lab calculations shall be stomped by an engineer (the product engineer) Welding of Reinforcing Steal per U.B.C, 1701.5,5.3 C Too/hes Lab INSPECTION WAS INSPECTED, AND WHETHER THE WORK IS IN GENERAL CONFORMANCE WiTH THE APPROVED PERMIT b. Aggregate to be per ASTM C33. ei*, to be 1-1/2 Inch minus for o, slobs roostered h the State of Oregon. - - DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE W1)RKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE. on grade. All other concrete may use 3/4 inch mrix. oggreQc'.e olio, Do 8• thatProvide Inspection repel prepared by the product engineer n certifying Welding err t Reinforcing Stool for Embed Plates that the let 5 DUTIES OF THE CONTRACTOR INfxll not use 3/4 Inch minus o grsgotr� in Nobe axe prod♦. joints been fabricated oc:acing to tin• design assumptions 8a Larger than �5 C T•Sthq Lob DE. BUT ARE NOT LIMITED T0: 6. Water reducing agent (WRA •hall is Potytieed R-1 r 9urocen SS applied and requirements. report ire to occompony the Joists on delivery to the -- ---- A) NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AS LEASi 24 HOURS BEFORE SUCH at C oz. per 100 gourds cement. Comply with I J- ufoca project. Welding A706 Reinforcing St" for Embed Plot" INSPECTION. LES SCHWAB Ali6. Joist erector shoal •from b extrema care during proo or of joists to Bar i5 rxhd Smaller P Testhq Lob B) ALL WORK REQUIRING SPECIAL INTPECTION SAALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN OBSERVED 7. re entrainment shad comply with ASTM C-260 and be Sfi +/-- 1S where prevent the Joists from buckling laterally. Use spreader ban for AND INDICATED TO BE IM CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. required. lifting joists and provide idtercl bracing os necessary. Remove any High Strength ,t3255C and A490SC Bolt Installation 6. Accelerators: Pozzotec 20 non-chloride for ;:ore damaged Joists from mere )ob colts. Du not attempt to reinforce damaged (Torque Ver1f{c<1lor) P Testing Lab C) PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB SITE CENTER p. etc.) exposed to weather bate, D) MAINTAIN AT THE JOB SITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. h the eor:piat•d etru�tun (walls, extortor poiAnq, etc.), calcium High Strength n325N and A49ON Balt Installation Verify all BdtS Installed to chlMdo in Inlefier Mobs on grade. Quantic (doeog•) to be de'ermined STEEL RDQ - Clt 'Snug Tight' Condition P Tooling Lob by Contractor ori,! approval obtained from Engineer prior to the use of 1. Steel roof deck to be Verso or prior approved deck manufacturer with S_TRLIGT'L��SL 09SERV.gTION NOTES: aceandaccelerators. IC80 approval with minimum three span la SAL MASONRY. I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOT,Fi1NG THE ENGINEER OF RECCnZO A MINIMUM OF 24 HJURS IN 9. Place and cure c'. concrete par Ad codwe and standards. Drawings. Depth, yup unless otherwise noted o. 10, Provide control joints In all Interior slabs on grade of 25'-O` on 9 P gage and o ce welt Brit to be oe chowri rxi Drawings. Prism Pr ADVANCE OF REQUIRED OBSERVATION(S) APPROVAL BY THE MUNICIPAL INSPECTOR DOES NOT PRECLUDE 2. NI welding to be In conformance wltn AWS-D1.3. Preparation my Test Spechm•ns RECORD TIGARD OREGON center •oaih way maximum ,rises otherwise shown on ester. Provlda heavy Plttoe,Yierht of Masonry Units C Tooting Lob OASERVATION BY THE ENGINEER OF ORO AND APPROVAL BY THE ENGINEER OF RECORD DOES NOT PRECLUDE (3/4 Inch tooled _ THE INSPECTION PROCESS BY THE MUNICIPAL INSPECTOR AND ANY OTHER CODE REQUIREMENTS FOR INSPECTION. }tic rs at 5'-0" on center In rill exterior wol'ce anises SHOP DRAMAMf:� otherwise noted. Provide shop drawings for oil structural products delivered to the project, Plocertierit of R•hfaehq Stool �- C Testing Lab 2. UPON COMPLETION OF WORK THE STRUCTURAL OBSERVER SHALL SUBMIT A REPORT TO OWNER AND BUILDING OFFICIAL 11, Sloaves, pipe•, ar vi.W,a of aluminum shall not u• embedded to Shop drooings of bidder designed items are to be prepared by, and boor the AWITH NY WET STAMP AND SIGNATURE ATTESTING TO ENE VISUAL OBSERVATIONS MADE. THE REPORT SHAH IDENTIFY �r structural concrete unless offortlwely coated, stamp of ati Oregon licensed engineer (product tnQinew). Such drawings Grouting Process and Grout Spans prig to/and during ANY REPORTED DEFICIENCIES WHICH HAVE NOT BEEN RESOLVED. BF]Nf'OMM eholl certify that the drawings have not deviated kam the VLMK design in Grouting Operations C T",Ing Lal) 1-All reinforcing stool to be ASTM A815 Grade 60 unless othei wibe noted. or'Y way, or Shall call to the attention of VLMK that the product enpineer Installation and Grout Placement for root rfiarcr r•0.: 04333 2.0 reinforcing steel which is to be welded to be ASTM A706 unleee has d*Aoted from the VLMK design drawings. Such deviotlai may be cause inchor• Batts and Embedment Plots• C Tooting Lab otherwiso noted. for rejecting the shop drawings. Engineer wM mark up a maximum of three LWYERRED 5E1RUCTURAL SUBMITTAL (N)DER DESAN} Itld 3.11"abricate and Install reinforcing steel according to the 'Manua of Sete of shop drawings, If more than three sets we required, wbmK an* Drilled-In Adhesive Anchors, ;.ode and Ooweis ;nal Standard Practice for Detailing Reinforced Concrete Structures' AC' set of reproducible* (splay), Fox submittals will not be accepted without be continuous) Inspected during Installation per ICBG Evaluation Report C Testing Lab Orssinnr _ Y P y Q Open - Web Stool Joists and Girders Standard 313. prior approval. NI wbmlttolS shall be nvlewSJ ex►d Stomped by contractor f>tttt• DO 02 18 4,Pr,)vide 2'-0" x 2'-0" comer bore to match hoi izontal reinforcing in prior to submittal to Engineer. Drilled-h E onslon Storefront and Curtain Wall Systems ppourou-in-place wells and footings at all comers and intersections. xP /Wedge Anchors in Masonry per ICBG Evaluation Report Y C Testing Lal, _ b.Splices In well reinforcing shall be topped 40 diameters (2'-0" min6num) APPROVED FAMtlCATdlS: Fire Protection System �� Rill and shot; be staggered at least 4' of a temot• bars. 6,NI openings smaller thou 30 Inches x to inches that disrupt refnforcing - Mochonleal / Electrical / Plumbing Systems shall hove an amount of reinftvring oqual to the amount disrupted placed Cortlflcat• of Compliance must be Submitted to the both sides of opening and extending 2-0' each aide ofArchitect or Engineer of Record, for dl Off site Fabrication P T"thq Lob 7.Prrvide the following roinforrinq around wall openings larges thlan 30 much as Structural Steal. Open Web Stool Joists and Girders esu-lams, and Pro-cast Concrete, Etcetoras Inch" x 30 Inches anises otherwise noted in Drawings: NOTE, � `\ penLig a.(2) f5 over oop*nln x upper n ww d plus 2'-0" each ado. SUBMITTAL DW;UMEN'S FOR DEFERRED Sl1BMl'TAL 11E]IS SHALL 6f 9UBMITIED TO THE ARCHITECT OR ENGINEER OF RECORD, b(2) f5 undaK opening x opening width ¢lee 2'-0' each side. c,(2 f5 each •vale of atoning x full story height. AFTER REVV, AND L411JECT 70 BEING IN GENERAL CONFORMANCE MATH THE CONTRACT DOCUMENT'S THE ENOWM WILL RETURN \ � 1,Provlde 90 degree hook for bore at openings If required extension past THE Si-mMITfAL TO THE CONTRACTOR. THE CONTRACTOR SHALL THEN FORWARD THE SU'dMITTAL TO THE BULDNIG DEPARTMENT. opening cannot be obtained. 2.Provlde (2) f4 continuous bon of top axial botRc,n and at discontinuous TW OEFEWAED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEM DESIGN AND SUIIMITTAI DOCUMENTS HAVE BEEN APPROVED 8' THE dUN.OMG OFFICIAL. of oil wells, entree paid otherwise In Drawings. OTHER INSPECTION RE IREiVIENTS 3-All wall iehforcfng to be placed In center of wallll unions shown otherwise on the O . VR 7WAL AND HORIZONTAL SHEAR INAPHRAQMISt 4.f'rovtde dowels from footinfootingr to match all verllcol veal, pilaster, axial edumn reinforcing ! Placement of Sheathing ono Noll Spacingfor (pourad-in eolurmn% rind wells), 6.ProAde 2 x Vertical Wood and Metal 'Stud Shear Woll _ P Testing Lab/Engheer O f5 atoning dim•naiaxi plus 2'-D" each Side around all odgvra _ _ .` of openings larger thon 15 Inches x 1:5 Inches In structure; %lobe ind Plaxernerit of Roof 5hsothhQ and Nall Stoning __ _ Piece (1) f4 x 4'-0" ni 45 dogress to each corner. P Testing Lob/Engineer ,�LQCK 6TRUCfl1RAt O!lRVATIAN F 1. D1gn�F1500 psi. FOOTING REINFORCEMENT \, 2. All CMU units to be Grade N. Type 1, lightweight units per ASTM C90 dry P Engineer to intermediate humidity condition per Table No. 1. SUBIITANTIAL COMPLE",OIJ Af STRUCTURi,L S7EZ ERECTION P En ineer J. Mortar to be Type S using the Property method per ASTM C27C. Minimum AT COMPLETION OF ROOF DIAPHHA014 NAILING (INCLUDING strength of mortes to be 1500 psi. �. 4. Compliance with F'm shall uthlz', either the Unit Strength Method or WALL ANCHORAGE CONNECTIONS) P Engineer the masonry prism testing method from the latest edition of the Untfrxm AT Building Code. COMPLEliON OF THE LATERAL FORCE RESISTING SYSTEM p Engineer \ 5. Grout to hove a minimum 28 day strength of 1,25 times the compressive strength of the ccocrete masonry unitq. NI grout mix design• to utilize a lluldifier admixture, Inirue!on Aid by Specrete-IP or approveo equal, Dootge to be ormanufacturers -sco nimendation. 6. Contractor to prepara arid test f3) grouted moeonry prisms per every 5000 square feet of wall, during construction In accordance with UBC Sta,idard 21-17. A`'� 7. Contractor to prepare and test three (3) grout prisms per every 9000 a1 He 8482 + yquore feet of wail area during construction In acccrdonee with UBC Standard 21-18. S. All work shall conform to Section 2102 through Section 2111 of the 41 ai lotesi edition of the Uniform Building Code. V e 9. Reinforcing for masonry to be ASTM A615 (hods 60 placed in centers of ✓ 4 J� cells as ffAlowe unfsss )therw;oe noted In Drawings): O 22 fres a.Verticel: (1� f5 at 2.4 Inches on center plus (2) s fun height �3 E. KN each Bide of openings, unless otherwise noted on Drawings.b • b.Horizontal: (2) +J4'S of 46 Inches on center for rue„•ling bird, (2) #4's at 24 inches a.c. for stock bond plus (2) #4's at top of wall and at each Intermediate floor level. Locate first bond boom at ground floor t owl. c.LIntels: SN12T TttIL. 1-�Oss than 4'-0" wide (2) f4'% In bottom of 8 Inch deep lintel. 2.4'rs .d nters wide (2) �45 in bottom of 16 Inch deep 4 •i. STRUCTURAL N4TE8 AND I a.Carners at,d Intersections: 1 � corner bar x 24 inches x 24 Inches at each bond boom for 8 Inch walls. (2) f4 comer bore x 24 inches x 24 Inches at each bond beam for 10 Inch walls �CI/f,I IwNSPEC b.Spllces in vertical wall reinforcing and horizontal bond beams 7F G ML. 1!!7r N�� shall be lopped .52 diameters. 10,Electrical boxes, conduit and plumbing *hall not be placed in any telt that contains reinforcing, 91111112T MO.: 11.See Drawings for additional rdnfn•cinq. 12.A11 moearry to be special Irspectlon. n99 T10:46 0 ARM $90.1 it lli SW tzr.eriburg Rd. 99333901 /99 15:44.6 AB eup".00"s 22 of 3• , ♦ '"� v 6 J . � iii ` � �I•LI1�1�11 IIIII�I IIiIIii�ililllllfll!!I•I�IIIIIII lUllllllllllll�f'�illll`IIIII i •��' �• ' "'� ^ Il , � Ili IIIIII�IiIII. , . Ilil�llll.11lll Illi �Inrit� � Ilrllllllllllllllllillllllllilllllllllllllllllllllllllillllllll�IIIIIIIIIIIIIII111I11III1I1i1I �J st �.�j � �'t 111111 111111111! 11111r71tIlNIC111n1 c11 I nIh0111111In +IIg1111111f1111NIN11g11ntihN111111I1NN �. - .., ,•,,,N, t IIIIIIfIlflNlhl� IiNfIhlflRl! linlflflllllhllNIIIII IiIIIIIIIIIIIIIIIII 111! 1 1 11 a r 1 ut1 1 lie 11 a 11 aai Ind ae) f1n I n,ufll , �.b+eeora. ,ora...«..-wra.i,o•ww..rrMw.re.u«.rresr.r••...,rel...,.••.•..... .., 1. i s 11 P 1 2 9 4 s a > < 8 20 ._Or 22'-8" _ 29'-4' 29'-4• 20'-4" -- - - — 37'-4" 24'-0" '_p• -4. Y-4 54'-0`12'-0' -0l 12*-0' '-8' 1Y-0` 12,-0' '-6` 12,-0' 12'-0' -6' 1Y-C' 9'-4' 13'-4' y'-1' •-6" 7'-4• •_6• A'_4• A._4. gE CIVIL FOR4� 1`4 1-4 1'-4` 1-4 1' 4�'-- 1-4 1-4 2'- 6'_0• 10'-8` '-0 1'-4' 11-84 CONNECTION e LOCATION AM DUALS._.__ I ARCHITECTURE I" ,. SU CIVIL FOR CONNECTION LOCATION AND ip NW >M ANIl1 M 800 A -I -�- - -- - '�• � -- - --------- - ----- -� ._ _ � � � - _ w .�_ ...� � �_�_�--- - •-�---------� __ �------------- -�LS .._ L � DETAILS ._ � � .� _ 0.F1�. 10!'RAIOi OIlt00N 071 063 IV om -------- - ------ - ----------- - ------- ---------- ---- ------------ ------------ ----------- -- -- - --- ---- -- - -- - -------- -- ---- - --- -- - - - - - PAI. av8 iu/ oA�08 — ----------- --------- -- -r-..-I--- --------------------------..•.r-•- • - ----------•.. --•-........•.--•. �r....------ ....r......-••.r.-•.- .�.�--�.-..•.-- ----------------------------- -._._--- ------------•..-rr -. -------------------------- - �-��-• ' MASONRY "-� 7 .iOMITS ABOVEAT ' 1 I` 1 , 1 'i IF- TvP. SPANDRELL SEE - i 66 DETAL 1 .Z AND I r '-6 AROHITECMAL 4 TYP. GRID 1 + I O EVA110NS 1 v a 1MNDOWS rot _. ."..� ARLw111ECTURAL 1 ' �-6 ; 3m c3WIL FOR 1 1 1 CONNECTION s- \kip 1 b ; ; TMP LOCATION AND VLMK Consulting Engineers _4 I DETAILS 3933 S.W.PORTLAND,x OREGON 07201 6 CONCRlTE SIJU�YWTIi /4 AT 15' O.C, U.O.N. EACH WAY OVER 6 COMPACTED CRUSHED ROC( I n ' �' (503) 222-4453 FAX 248—OM 1 METAL STAIR 1 II -7 1 PER ARCH II ' (3>-PLACES 1_-4` 1 21'-4` 4'-0`a 4'-0' 1 4'-0• 15'-4" 32,-B• -4- ----- ---------- - ---------- __ ------ ----------- ------•---- --- -------------- ------8 ---- -- - -----------------------� O +t-- . � 1 lV 7 + 1 1 ti 1 , 1 + W�MY N1TN TMP• ' + ' 1 c� 1ENAMT WROVIDAW i; ; '� 6' COI4ww am Wl m W2.9x49 NE DO NNIS FAIRC l 6' CONCRETE SLAB IMTH /4 AT 116" O.C.. U.O.N. Lo! i'' ' ♦ OVER 4 CIS ACTED CRUSHED ROCK EACH WAY OVER 6• COMPACTED CRUSHED ROCK ' U.O... I � 1 N 1' ! 1 1 ' ' 'I LES SCHWAB TIRE CENTERS 1 , arI '-01 1a'-T• ;M 7 C ---- --------------------------------------------------------------- — _ 1 , 1 ...........-.....r.-.rrr..r..r... ... -- ----..-.--.......... ............. ...--...• ..---- -----...--.►....-.--r.... -------------------------------------------------- --..---- ----.-.--- ..-------------1 1 �, 4 WASHINGTON 1 ' 1 ' w® ' 1 1 , 1 1 , 1 CJ. SQUARE , 2)-f4x4'-0 AT 1 1 , s ' I"I"TINUOUS CONTROL JOINT INTERSECTION 1 LES SCHWAB e 4'-0'x41'-0` BI.00KOUT ' 1 r 4! CONCRETE SLAB. VERIFY ' SIZE AND LOCATION WITH 1' ARCH. USE DOWELED CONTROL ' JOINT ALONG PERIMETER WITH SLAB fill; TIRE CENTER 1 1 ;10 1 , , .4: 1 1 , 1 +1 Y TIGARD, OREGON 1 h 1 1 1 '• ; � a • , 1 r 1 1 , ' 6' CONCRETE SLAB WITH 04 AT 10" O.C. U.O.N. EACH WAY OVER 6` COMPACTED ROI"K ' r SIM. + + 1 1 , 1 ..� 1` �� i i i � � wwKlCt IW.L• 09333 CIMFORT CONNEC LION owe" 1 I -- •� - - ----- -------- ��;;�� LOCATION AND L--------------------------C. J. -- - - - �• , tJ � 4 DETAILS afi OO Ox le _- - - - -- --- _ - -- --- --- ----- Q J----- ------ ---- ---- - ---- �. J--- -------------------------- ---------- C. J_--- - ---- ---------- C J. --- _ -J ------------------------------' RtNsola ODOIIMnOw WAU. REINFORCING AL%G GI41DO TO SL"s /6 AT 32" O.C. WITH (2)-/4 HMONTAL ARS IN BONG SEAM, ' O.C. '-4' 4' 10°-S' '-4' 36'-0' 3'-4' 11'-4' 12'-6' 1'-4' A'-4' _. 208'-0' 1 ' 2 a 4 5 8 ' 8 :1 �)i FOUNDA110N ROAN FOUNDATION NO FOUNDATIOj� LEGEND COLUMNAND FOOTING SCH DUI.E COLUMN/MASONRY FOOTINGS REINFORCING NOTES��- 1.) CONTRACTOR TO VERIFY ALL DIMENSIONS AND DEPTH FI TOP CR i DOTING BELOW FINISH FL:�OR TS 6e16x1/4 'W-O" x 5'-0" x 16' BEEP (5) /5 BARS EACH WAY BOTTLM CONDIItONS ",ITf9 ARCHITECTURAL DRAWINGS. _ _ NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES / INDICATES TOP OF SLAB/ FINISH FLOOR 2 CMU WALL - �'-•n'WIIOE x 12' DEQ x CONT, (2) SIS x CONT. BOTTOM RELATIVE ELEVATION 2.) CONTRACTOR TO VERIFY ALL FOOTING ELEVATIONS O3 CMU PIERS 3'-0' WIDE. x 18` DEEP x CONT. (3) /5 x OONT, BOTTOM + I N Rt TO THE FOLLOWING CRITERIA - TOP OF FOOTING TO G COLUMN AND FOOTING TYPE. BE A MINIMUM OF 6" BELOW FINISH FLOOR, BOTTOM SEE SCHEDULE THIS SHEET. Q CMU PIERS 2'-S' WIDE x 20' DEEP CONT, (3) /5 TOP BARS x CONT. SOUTH WALL OF FOOTING TO BE 18• MINIMUM BELOW FINISH GRADE. GRADE BEAM (3) /6 BOTTOM BARS x CONT. '�Z INDICATES 8• CMU WALL --ALL MASONRY TO BE 3.) COORDINATE LOCATION OF ALL MASONRY CONTROL SOLID GROUTED AND RECEIVE SPECIAL INSPECTION. S CMU WALL 2'-6"WIDE x 12" DEEP It CONT. (3) /5 x CONT BOTTOM Mtr JOISTS WITH ARCHITECTURAL DRAWINGS. LOCATE TYPICAL WALL REINFORCING TO BE (1) S VERTIl:A1 ., +/- 30'-0". NO EMBED SUPPORTING ROOF JOIST BAR AT 24" OX. WITH (2) f4 HORIZONTAL BARS IN DESIGN SOIL- PRESSURE: 2000 PSF LII.+LL .y�8 n•K pORj OIRDEI'.S SHALL BE LOCATED CLOSER THAN 1'--0` BOND BEAM AT 48" 0C. ADDITIONAL REINFORCING SOLS INVESTIGATION BY AORA EARi}I AND QINRONMENTAL, DATED SEPTEMBER /AIR? K E. TO BE AS INDICATED. � � , -� 4.) SEE ARCHITECIIJRAL DRAWINGS F�gtt LOCATI OF MASONRY JOINTS• SEE DETAIL.; � fie- INDICATES 2x6 SHEARWALL, 16` O.C. MAX.. DFP2 MIN. l 1. SEE SHEET S1.3 FOR MORE INFORMATION l►Rf► +rnt S) FOR ALL (WU OPENINGS WIDER THAN 24". SEE XTAL • INDICATES SIMPSON "HD'3A" HOLDOWN 10/51,2. U.O.N. n. UNDA 111 N C. J. INDICATES CONTROL JOINT -SEE 6•) SEE CIVIL DRAWL M FOR CONTINUATION OF EXIERIOJt pI w A' Q� FOOTING DRAINS TO STORM SYSTEM. ALSO £SEE CIVIL S=:aS INDICATES FOl STEP- SEE DETAIL f-" V FOR ADDITIONAL GRAM! 11'�ORMATION. — INDICATES FOOTING DRAMs- SEE DETAN� YLMK PLOT DRIES: !r!L►�,: ..- 11 9/99 6:13.35 ARM 12'/49 10:8.42 ARM 12/14/AA 16:4.26 AS 12 13 9A 11:39.17 AS 1 14 000 1044.30 34AAft RM S1.1 2/ �OW 9 55.4A ARM Ol SW c1n«,eu+o Rd. 96333SIl 4/1 2000 14:41..25 ARM 23osf oo:Ws _-,,,. -. .. ski+t+lEa+,•.,....,'�.'�C«r.a,rre•trH.ln•�!w9rl • � r--.-•r-%-• ......:.-+.ry""'.�;�_;. -- =»-x�, -, w-t rl► .�c. _ ...- -;,,ye• � � !iN'6ef. �fe��k"'�PC a. ., , .a .P. , s` i 4 • � Iii ` �•iMll��ilt�l�l�lll (111111111!1111 111111 � 111111 11JlIIIIIIIIUI til (( � �. .� illllllllll IIIIIlI�I� : � IIII�IIIIIIIIII 1111111 I! 1 I � ==' -�•��•• �t:µ, � `�y '' " , IIIlII IIlflII�.,IIN! 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"'-F�• ........•1...._ w..t�._...+...-•...•.rsm.++.•,r.....,.re,..r...r•wew"+n.+...n.+w•,^sr..ew•..nuwYrso-..,,ww.rw,.•....... it�` ti!- ,104"'ER ROD. PLA^.E R,KMATELY AFTER SAW CUT (SAME DAY) SAWN JOINT. 115 SLAB DEPTH. SAWING TO AS EARLY !ti^•~' CMU WALL AND REINF. AS POUSLE WITHOUT SPALUNG DOWEL TO MATCHPER PLAN CONCRETE. DO NOT WAIT UN71L THE .1 1:'. ;. o FOLLOWING DAY. P 2'-G' '- ' MIN. -_ OW WALL •► T ARCH. ONX 0'••-B' �AT 36' O.C. SEE ARC*L BEYOND SEE E SIDE OF MULL ONLY - MON 2 PER PIER _�T,� -•' r ;••' .. ` tiµ :• .. r: �'_4• • - FILTH FA/RIC e>,• 9. Ir • • p,y 1 4 BEARING PLATE :'/4' TWOI( MATH (4) 3/4' DIA. OftI b ANCHOR BOL IS -EMBED 6' MIN. _ •d`r 7 SSICOP REIMFCIRCINO 0'-3' � SEE SPECS A O, o • • � CUE AR OF JOINT �'^ �'� i ^' At TS COLUMN - SEE PLAN au= YET SAM CONIHOL UNTDRAIN ROCK RADIUS BEE SPECT �' I 6Y PROTECT WRAPPING MI1lR CONCRETE SPLATTERS TYPICAL WAIN REINFORCNG PER WOCCURS If•'L' AT 1B` O C EXTEND HORIZONTAL X11 AR...4TECTURE M r1v EX1EN0 18` AND BEAD ( I PAPER. TRIM FLUSH WITH SLAB. REMFORCMNG THRU _ INTO SLAT TYPICAL HftZONTAL WALL REINFORCING + PILASTER TO ACHIEVE o STOP REINFORCING 0'-3` /� f: s.;.. ..:. .. TOR • CLEAR OF JOINT - MbTN GUIDE OR SAW CtJ15 TIES�Q i 2 II KOOK OUT AFTER COLUMN B POR CO COLUMN. FILL .' a SEE WIN U M AVEC 300 p SaaE NOIR ,,,.�.. ,. POBILMO Ot�ON E►ll0► AT 11 24 ' D.C. - -- ' .r' ADDI C*00 SOW i0B B21' Od06 • ''.�II�II r a4 ! (3) 05 DONT. TOP '. IWFOIIMATION ,I�i • 'r E10B BZT 08" ` 1J r ' Q' t:� ---- COMPACTED SAND ORIV A ~ 06 DONT. BOTTOM _' 1C ' � � GRAVEL BACKFMl 00 $ , TO OCCUR DEPTH. SAWING • •• r `' 9'�O * NOT FILL WITH CONCRETE. �. JOINT DEPTH AT 1/6 01' SLAB E'� •' Iy S06N AS QONC1lETE CAN BE r % BI =.` «,.' AT TI d. /3 IN PAIRS SAWN MIT'NW T SPALI,IAK; . . .� "' •', i •r �r • . ✓. • VEli INCITE YYET CONTROL JOINT (C.J.) _ �.. .. •• , . •�•.• ,.., • � � ( � �' FOOTING SIZE AND SPACING LF � • . : ...., ( /S BARE4 00 RIDWORCING AT • i' .. 3 4 1/16 MAx SL.dPE TOP AND BOTTOM SEE GRAIN PE1R OETA�© .. • • •� • ..' .,�• • ••• .. . . y :• ^;;•..:� A�SPUCES11N11MU11 C�J .'• FOl1NDA710N PIAw �--� apTE IF j• �' - • WOOD FORM IS USED FOR I PLACEMENT OF REINFORCING IN EXTREMELY CRITICAL AND OI TO 8E • • KEY, KEEP WK100 WET BEFORE 4' OM PERFORATED GRAIN PNCE - SLOPE 1>< MIN. 0'-3' CLEAR I INSPEC70 PRIOR TO EACH ISS L POUR TO VERIFY COMPLIANCE. BW U TE PMW TO PREVENT AND DISCHARGE INTO S70IM1 SYSTEM AT CATCH BASIN l OR MAArNOLE. DO NOT CONNECT 70 RAIN DRAINS. SEE . . � VLMK COTISUltlT1 n '► CIVIL DRAW" FOR A00rMkAL 0WORMATION. • • ' 9 � 9f 1/8' RADIUS roq ED EDGE 3933 S W. 1(ELL Y.AVEtiI� . . LOC oTE KEY AT MID • • PORTLAND, OREGON IiT201 \�- �"�' DEPTH 2 GRADE BEAM AT GRID e 3 GRADE BEAM AT STOREFRONT DORS �3z22-44� FAx - �j r • � . _ 4 INTERIOR COLUMN FTG. 5 TYPICAL WALL REINF. ClJ•EARENCE 6 PILASTER DETAIL { 2b ��+ HOLD m:0ro cm 3' CUR. OF JOINT T^ � KEYED CONTPOL JOINT C.J. I ��+ WALL BOND BEAM REINFORCING Tt?MCAI WALL roNa IBEAAN CMJ WIALL BEYOND TO RUN CONTINUOUS THROUGH REINFORCING W 1/r RADIUS TOOLED 1/2• x 1'-G' SMOOTH GREASED OPENING CMIJ WALL LAND DOOM. AT 2'-04 ON C?NTTEft. a � � ' �' PER PIAN !EE ARCH. AT ML WALL H DOWEL x 0'- I' (',': MASONRY JOINT PER AT SIM. CONDITION, (2)-/6 CONCRETE SLAB- OI THICKER N'BEAM RENFORrJ NG OVETt BOND MAIFN FOLJAbA1K>1NCO COORDINATE LULL HEIGHT . EA+:fI CND1 SEE PLM! AND ARCHITECTURAL i1R /S FULL HEIGHT EACH CELL ' ELEVATIONS ST 2 CELLS AT OPENINC • _ SEE ARCH. CONCRETE SI-AL PER PLAN (_" CLEAR EACH FACE) 8014 � / CHORD REINFORCING TYPICAL HORIZONTAL WALL + AT ROOF ELEVATION TO BE DOWELED JOINT RN3IRUCSAM CONTINUOUS THRU MASONRY JOINT REINFORCING 1 -DOWR'.1.5 ARE TO BE stiAwN OR r si•IEURN� OIIINo � )a RADIUS ENDS � �� VEORTIGAL WALL REINFORCING 7 �!`_ ''°r 'N� :or SIE PLAN 2 -CNtEFIJLLY PE11lJON BARB Jyr�R p DOWEL TO MATCH VERT. ,1 - H INSLJIIE BARN PEl1R CALLyr1R TO JOINT •: WALL REINFORCING. �' _ SPDC[ BOTTOM AND WIGGLE BARS HORIZONTALLY AAE) VERTK:ALLY ALTERNATE BEND WITHIN MASONRY M SP E BA p3^-NKKAx ONE fCt�^4 OF BAR \--COMPACTED BACKFILL EACH SIDE WITHIN THE LINTEL SPAN COLD (DOKIELED • ( SPLICE TOP BAR AT CONTROL. JOINT OF WALL USE CRUSHED ROCK INSIDE) MID SPAN , NOTES:- ALL CONSTRUCTION (POUR) JOINTS TO BE COLD CONTROL JOINTS !3'D'.' �+ DOWEL TO MATCH - SEE PLANS FOR LOCATIONS OF JOINTS Y D :a 6:� -•« `. , ' i!�' d:� . . vERnCI1L • ' . . 'E' ALL REINF. SPACING ( ONLY ONE . ':, -- CONTRACTTOR POURING SCHEME WILL DETERMINE WMICH JOINTS ARE d ur r • .' DOW L REGUNRM PER CELL) COLD C•J.'S AND WHICH ARE NET C.J."S. � V h � :+� ALTERNATE BEND -- CONTRACTOR HAS TINES TIONAND OF UR O ELS ZIP STRIP OR LINTEL BLOCK IS TO CONTINUE MASONRY PIER PER PLAN - LES SCHWAB TIRE CENTERS SAWCXJT Fp! WET JOINTS AND EITHER DOWELS OR KEY AT COLD JOINTS • THROUGH PIER TO ALLOW FOR REINFORCING NOT SHOWN 6 AT ALL ONOMMOS ' - CONTINUOUS GROUT. LINTEL FOR CLARITY T w, ,/�� 3• GRAIN PER DETAIL SEE SCHIMULE FOR FOOIINQ MALL BE GROUTED IN 1 POUR f10NAl RE1NF'�RC1N0 1 , TYPICAL CONTROL JOINTS DRAIN PER DETAIL SIZE AND REINFORCING PRIOR TO PLACEMENT OF UNITS --�E JOINT AND SEAL PER 14/S1.2 REGUR M TACH SIDE SPACING PER saNEDULE ABOVE THIS PONT. HQj CONTINUE RUBBER INSERT of a'EMMG WASHINGTON ,- INTO LINTEL OLM 7 FDN. DETAIL AT STOREFRONT DOOR 8 FOUNDATION DETAIL 9 MASONRY JOINT 1 . - - - NT AT LINTEL 10 WALL SQUARE 1 • - - - 1 _, A� - _ REINFORCING AT OPENING - CBAU MALL PEER KAHN• LES �--WALL BOND BEAM REINFORawo TYPICAL WALL BOND BEAM TO RUIN CONTINUOUS THROUor' REJNFORt�1N0 TO OCCUR AT CMU WALL BEYOND _ OPENING �'AR 2'-0' SEE PLAN FOR REINFORCING REQUIRED PRS UECT DQWEL, FIELD BEND INTO TIRE -/4 DOWEL x 0'-8'rSLAB AND LAP MINIMUM 2'-0' WATH ON 36' O.C. TO UPPER SLAB SLAB REINFORCING C ONLY— HOOK OVER BONA CONTROL JOINT BEAM REINFORCING FOR INFORMATION CONCRETE ,--CONCRETE SLAB ON GRADE SLAB PER PLAN CONCRETE SLAB PER PIAN STOP HORIZ. REINFORCING SEE DETAIL ' PER PLAN NOT AT SIM. HEIGHT VARIES EACH SIDE OF JOINT EXCEPT `CJS PREMOLDED RUBBER BOND BEAM AT ROOF TO BE TIUiARD, OREGON IN&A T CONT. THRU JOINT TYPICAL HORIZ. AND VERTICAL MALL REINFORCING PER PLAN, I 4� � �: a:� TYPICAL NORM AND VERTICAL CONCRETE SLAB 2 RADIUS � PROVIDE 10' NOOK ON VERT. BARS --- COMPACTED BACKFILL EACH SIDE ' WALL REINFORCNG PER PLAN. PER PLAN Q �* AT BOTTOM OF LINTEL OF WALL (USE CRUSHED ROCK INSIDE) /-`— DOWEL TO MATCH VERT. WALL REINFORCING. IMo�eict►+a 99333 ALTERNATE BE-- �b DOWEL TO MATCH VERTICAL Nee 2)-/4 GARS FULL LENGTH WALL REINF. SPACING ( ONLY ONE -- D 46' PAST OPENING DOWEL REQUIRED PER CELL) -(2)-/S' BARS FULL LENGTH CSCHEDULE OIR OR FRONDS STANDARD HOOK � ' ALTERNATr BEND EXTEND 48' PAST OPENING � • OR PROVIDE STANDARD HOOK REINFORCING am 00 02 18 TING SIZE AND WHERE EXTENSION IS NOT !"�' WHERE EXTENSION IS NOT f;. POSSIBLE SEE SCHEDULE FOR FOOTING POSSIBLE. '•-�, ° I�wmft O.r1110rr SIZE AND REII�ORCiNG ' ' '�'•• y, FIRE RESISTANT PROVIDE (2 BARS (MATCH 3' �. SEALANT EACH SIDE V�" ORC AT EXTERIOR WEST WALL TRK T. REINF NG) 3 CTR AND INTERIOR 1-HOUR WALLS VERTICAL FULL HEIGHT EACH 11 STOREFRONT LINTEL SECTION 12 ONTERIOR CMU WALL FOOTING WE OF JOINT (2 CLEAR EACH FACE) - - - ;3 LINTEL SECTION -Mdn � 14 TYPICAL MASONRY JOINT 15 INTERIOR FOOTING AT OPEN i . _ 1 _ _ UNG 1 - . - - -WALL BOND BEAM REINFORCING CMU WALL BEYOND TO RUN CONTINUOUS THROUGH OPENING RETAINING WALL- Y-0' IAP PER T8/S2.2 SEE ARCH. CONCRETE SLAB_ ME PLAN EXTEND HORIZONTAL SEE REINFORCEMENT INTO 4. PILASTER. AT LINTEL, '� - r • 1' EXTEND HORIZONATAL I . . �. ; REINF. THROUGH 48' 2 RADIUS —-_ • (4j'- JS, FULL HEIGHT LAP 4'-O' MMM LIM `o DOWEL TO MATCH VERT. • AT SPLICES I ;;$ WAIL REIN AT ALTERNATE BEND INtN' �p t�p '� UNDISTURLIEO WALL MA'iN LINTEL 'r'� '� d1d2 i 1 . r' •• EARTH (ABOVE) E i I ` MATCH FOOTING -I--�� J- MN•R REINFOR'21- DRAIN ING REINFORCING I'-8• MIN. '2 B E. DRAM PER DETAIL FOOTING CLR SEE SCHEDULE FOR FOOTING Sin AND REINFORCING sir m 16 PDN. DETAIL AT STOREFRNT DOOR 17 FnOTING STEP DETAIL 18 PILASTER DETAIL FOUNDATION 1, aro - t'-O" —T--. DETAILS 1. 1 -1 w0 I� _ 1-b .rteT No.: �p PLOT DALES: 11/B 9 10- N MM to IT:gs.3s AN 811.2 .>,.N.rII4r.., I�. >p333S12 414/22000 14:2.1 Q /ill rUPM oOlN� «,.•nrA•�Yk .. ,•4++,ra..u-:..p'.,!^FA`M4...s.w.Y1.T,1�+no.71nW.•.YMMW..Y.M. t: .4 ..� � Wl•^Ilbl..i.... • '� S' a .... :,----` -••.wr•'-T• ::.t-�..�..r.+�..tt�a�TlwT!'•. _ ,,. �` 'T S'�. .,�, �!' 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LAr4x3/4kVMT. W./ 3/4-' ORA. EDGE NAILING w/ 3 4' DLA - - - DIAPINRA EANON ANCHOR PER PIAN 24 O.C. MAX., b• oIP 310N A am r-WALL ABOVE @GE NAILING EMBEDMENT. ALIGN 4x4 LEDGER 24. O.0 MAX. G SEE ARCH BLOCKING PEIt �� W/ FLOOR JUST E1BEDOORNT. ALIGN PER JOUST DIAPHRAGM EDGE 40 LEDGER •L w/ FLOOR JOIST FLOOR ANEATNIN -- JOIST Mme • NAILING PER PLAN S. 24. 0.G r� PER PIAN PER PLAN SIMIPSONC FLOOR RHIN0 I AILING GM w[D ;�� ` FLOOR PER PLAN ATH *T�' � AS RK•,YD. EACH PER PLAN ---HORQ, BOND BEAM PER PLAN SIL i QEWFORGNO ----- -- -- ----------- - .... .... BEAM HORIZ: BOND !TEAR WALL SHEATHING RENFORCNG SINEATHING ! 1 �• CMU WALL AND $HE�N�WALL 2m FLAT � P� PER PLAN -1- 2. WALT 2 FLAT 10 PAN 0 �Fr.AN � 02 2 1 sR" W� P.T. 2PER Px PLAN PLATE V" ARCHITECTURE ;s PER NOTE 2 6 12 /!' TOP PLATE - ------------ - -- ----------- - AS REO'D PER PLAN W PANORA. SION RiMIS 1QC ANCHOR ME OIw1ILL LBN4 AS BAR WALL W/ HEAVY WASHER. B1i ir1A/ IM Ah it l! i00 CEILING PER _ 32 FLOOR JOIST_ - :NSCESSAIIY SHEATNING ARCHINCTLRIAL CLQ LROW SLAB • DC. MAXFMTLAND 0111219 PER PLAN PSR PLAN 2x $7UO SHEMWALL GBL, 2x DBL 2xSTU0 FLOOR JOIST DBL. 2x TOP PLATE �QST PER PLAN EMBEDMENT 4' MN. � BR'6 ON �� PER PLAN TOP PLATE PER ptJ►N VAX BOi 821 Otlit'? CIEEINO PER--- UNDER INEADlR, 2m STUD ARIMALL WITH HANGER 1/2 ORA x2 1 LAG �«��AL L HEADER &TEAR WALL PER PLAN P JOIST PRIE DOS C. • ' ' '... . PE1t PLAN EDGE NAILING Aft.IIAI. FLOOR NECESSARY SHEAR WALL JOIST ONE UX SHEATHING - ONLY PER PLAN 1 MEZZANINE DETAIL 2 MEZZANINE GF TAIL 3 MEZZANINE DETAIL ' 4 MEZZANINE DETAIL 5 MEZZANINE DETAIL 6 MEZZANINE DETAIL i • VLMK Consulting Engineers .3933 S.W. KUY.AVENLIE . . PORTLAND, OPLGON 97201 (503) 222-443,1 FAX 248-0263 1B'-8• VERIFY w/ ARCM. 18'-8` VEIFY w/ MCN. Rs'-10' 6'—RR• s'—G' b'-10• SEE ARCH. CM PWtAL AM PLOW. SEE ARCH. '-CMU WALL AND RIDW. _ FINISH FLOOR PORP FOM FLOOR B6 AT 12' O.C. AVON STEEL ° / FOOIINO ROW. PEDESTAL 1%7 12' 0 G---� EXTEND 3i6' INTO '�._• ._ (BY O1HdK) • • Al..• '- � , CAW WALL e' 24 `"'� AT (2) • •� 8' WATER STOP A roP 24' .f. J • AT 12• C, : .. .. AT TOP e '� � • ' � ' • 8• r' _f WATER STOP �1'•,+� �' '�• 7EE 3• INTO• ND 3• INTOGRAN m HOR IZONTAL SLAB. DRAW PLR KTAL CED • bJ 4 AT I OG TYPICAL DETAIL A F J°�± ' ' b J, OPE CONCRETE B REBIFORCNO AT 1 • '� 2V 20' AS SHOINIi. O(1>EN FOR iOUN!IATION PLAN • • AT /2' 0.G Jt4V -------------------------- --------------------- 40' AT [A PERE NOTE • ftIIED A..• •: CENTERS@ ABOUT ' WATERT STOPS MAY BE OMITTED IF SFE 7/51.3 FOR 4• •� PEDESTAL ODITER � StCES AND BOTTOM ARE PLACES • • ».• FURTHER INFORMATION • •...%!b• A. i roNouTH�ALLY KIM, AL LOCATION TO BE LES SCHWAS TIRE CENTERS PER EQUIPMEHT SUPPLIER/ TENANT r 7 SECTION AT PIT S SECTION AT PEDESTALS , • �� WASHINGTON ' SQUARE J-21 PEN PIRE ILAN SLAB N.�UNC PER LES A PEN PLAN 6-r 2,- I i _ B � . Vii , FLOOR SHEATHING , �3 CMU WALL AND RENF. FINISH FLOOR (2)-2x TOP PLATES PER PLAN SIM. PER PLAN —^—� TIRE CENTER. i J 20- #4 #4 AT 16 O.C. SHEARWALL— - JOIST , 20' EDGE NAILING SLOCIONG /6 AT tY O.G. ALIGN 1 PER PLAN , w/ FOOTING RENFr 10 EfC 2x STUD 38 'x ' °• TIIGARD, OREGON CMU WALL / � L 2x2x1/4 CONT SHEARWALL � �.• { . 1/ I � • EDGE ANO'_E PER PLAN a• r1 • • 2x6 HEADER FLOOR JOIST • •..• • • �• �,; 18'x16`x14' SUMP • SUPPORT PER PLAN ..� 1 � { W/ (3)-/4 EA. WAY l •. !�•' SMEAR WALL r 01lAN Pout FOOTING 312E AND " • 20 20 • f+ •, ► SHEATHING- 2x STUD SKEARWALL t Pmxw Nor 99333 DETAS. a STOP AT 2x PER PLAN REINFORCING AT • HEADER SUPPORT i FOUNDATION PLAN ' 'p b/B` Dl1.x4- .' IyCIEt. •'s i •4y ""ON STUD AT : '. �' OPCNING � a►w.• SEE 7/S1.3 FOR 6 • 24' O.C. • ' ►1 PLAN PEP -:I i wee 00 02 18 FUI'THER INFORMATION S i' •r J ..L+ 0 `� I 6 WATER STOP � W/ TENANT LOCATION i Ft SUMP REQUIREMENTS FOR CURBS I COORDINATE W/ s SECTION AT PIT AND SUMP _ "`�'" AL 10 CURB DETAIL 11 HEADER DETAIL - - - C A STORAGE MEZZANINE PLAN 1. 1/4 .71-r LEGEN D: 7� INDICATES CMU WALL PER SHEET SIA f INDICATES 2x(1 SHEARWALL PER SHEET S1.1 �� • �� INDICATES HEADER PER PLAN pp _ INDICATES TJ JOIST PER PLAN --------- INDICATES LEDGER PER PLAN I j� OR© r 64622 MEZZANAINE NOTES_ 1.) SHEARWAL. SHEATHING: USE APA RATIZU SHEATHING MATH A MIMMUM OF 15/32' THICMi FSS ALL EDGES BLOCKED. NAIL WALL WITH 10d AT 6- EDGES, 10d AT 12` �l•/ fi,�, O.C. FIELD SHEAT MHC REQUIRED ONE SIDE ONLY. // 2NW MLE: 2) SPANtDIAPHRAGM RATING. USE 2xEFLATNBLOCKINGTO 13E 3FIRST (3) OUTSIDE BAY4" T SHEATHING.S PARALLEL TO /24 ��r �p 1��, TO JOIST AND FIRST 48' PERPENDICULAR TO JOIST SUPPORT (S). CONNECT BLOCXING MEZZANINE f RAI 111W.1 PPAN�EMS. WITH SIMPqpN,Od A 2 D.C.'Z2- AXX.. FIELD PS AIL W/ 10d AT 6' O.C. MAX. AT SUPPORTED PLAN AN DETAILS 3.) CONTRACTOR TO VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. prT AIL�7 NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. f � f/R[f NGT: WW PLOT DATES: 1 �0/2000 335.bY ARM S1.3 I xwo �roRe. 1//,24000 3:1•.28 ARM 09333513 128 2000 0:40.8 MM eUPN-0G2M 2001 ]! MONO- 77�mmm NM9!'if"04 ;�.""' r-,;�:a_ _ __.......__ rc�noia... -..�_ _.._....;eve.. . - --...... .. .•... _ _.. 2 6 iC i2 i4 16 1110111111111,111111111111 'III wim!II ( I ,�, . • 11111 If. I1�11,� Ili ( Ill I�Il,llillll IllTllllllllil Illllllllilllll IIIIIIIIIIIIIII Illllllllllllii IIIIIIIIIIIIIII IIIIIIIIIIII II IIIIIIIIIIIIIII Illllllllllllil IIIIIIIIII .... NII! 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SEE DETAIL 9/S2.2 sAMICIR soN 4 SIMPSON "LSTA30" _ TM ARCHITECTURE.. AT 48' O.C. MAX. SIMPSON "HM6' KTAL ACROYS. SEE SS i1RST (2) JOIST USE 2x8 SUBPURUN ANCHOR 48" at �p MW CTM AVM X00 BADETAIL 9/S2.2 FIRST (e) MEMBERS MAX. SEE DETAIL D.S. <0> 0.3 FA - 20.5 PSF FROM ORIDOU.N.O,. D.S. D 8/52.2 m*nAM GRIN* Essar to ear tts 0aaa -- -- _ A PAX 03 IV W" —�- - OF 0 Ft PIER 1 1 ta' °a 1 TYPICAL SPACING At d____ a MuucPPG WMK Consulting Engineers ►< N AT DCV*GPC TS. OFrS[T 3933 S.W. 1(ELLY.AVENUE100, ;10 . . y�o 1y° -- CANOPY FRAMwo PORRAD, OREGON 97201 VLY 10 M rC PIER (503) 222-4453 FAX 248-9263 01 I 1 10 ley AT COWMN B W18 X —11 1 X 82 SPY' AVM I-Tmo mAL D.s. I I fpR IAi�u* 00, Ldce►-two+ —.-.-. ODD 2x8 T. SPACING ROOFING HVAC / MAX.-1800/ oe 4x8 W/ SIMPS011,oe I I VW LAGM ET dna R O.C. 00 20 20' I � K 410 2� AS 10' _.p o A�HJ N p P- 20.8 PSF 2 N 2x8 SUB-PURLIN / - 20. PSF AT 24' O,C, TYPI EXCEPT WHERE 1 OTHERWASE NO LES SCHWAB TIRE (CENTERS 00, - - C _ ---- ----- -------------- -- -- - --- - - -- - - - -- ------ - --------------------------- ------------------------------__---_-- C WASHINGTON zz I OFFSET CANOPY SQUARE I SHEATH ROOF P FRAME AT DOWWWOUTS NOTE TYPICAL 4�I LAYOUT - I D.S SIM. I00, a SIM. LES SCHWAB O . C. \ 1 dC• ly \�. V At , TIRE CENTER �, . Lr 410 230 / � g �6� •c + 138 • L I 1 / e ° 1 Ab TIGARD OREGON ' •SIM. ' I i ram=►+a, 99333 01 1 rm 010 11 OFFSET THE 3' LEG OF SPIE END CANOPY FRAME oma /71 AWAY FROM THE VERTICAL HMm 00 02 18 MASONRY OPENING, TYPICAL D II[1Ra1101�tr OL11C71�IIQIi D.S. , - D 208'-0' 1 2 4 5 < < 1 ROOF FRAMING PLAN ROOF FRAMING LEGEND , 2• ter— —mss 1.) ROOF SHEATHING TO BE APA RATED, EXPOSURE 1, SHEATHINU, WITH A MINIMUM PANEL THICKNESS OF 18/32` ANO A MINIMUM SPAN RATING OF 32/18. USE B'x1O' SHEETS WIN THE STRONG AXIS ORIEN1En PERPENDICULAR TO SUPPORT; (SUB--PURLINS) - AL. PANE, EDGES TO BE SUPPORTED. NAIL SHEATHING tQ pts JOIST LOADING DIAGRAMS VAIH 10d AT 6" O.C. ALL SUPPORTED PANEL EDGES AND V�O rn INt� ell2ffS: 10d AT 12` O.C. FIELD, EXCEPT WHERE OTHERMASE INDICATED. 8482 ♦ . MARK W MFR AXIAL LOAD 1 ) CONCENTRATED LOADS TDP AND BOTTOM CHORD ARE FOR S� NAT AIL WITH IAT 2 1GM AREAS O.C. ALL®BOUDARIES, 4' (PLF) I NO. .JOISTS (TOP CORD) MEGE'eN1GeL1r?Sp;, SPRINKLER BRANCH LOADS ARE IN THE UNIF L ALL. OTHER EDGES ANO 10d AT ALL O.C. FIELD.BOon W(TL/LL) 2.) INDICATES TOP OF DECK ELEVATIONS ABOVE F.F. PER ARCHITECTURAL DRAWINGS 2.) JOIST:P TO BE DES'�IEO FOR TWO ADDITIONAL. CONCENTRATED LOADS OO H �- S.OK OF 500 POUNDS LOCATED AT ANY POIN1 ON TOF CHORD. e U. 48.OK 3. JOIST*,' TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD 3.) ♦-- - INDICATES TOP OF WALL ELEVATIONS ABOVE F.F. PER ARCHITECTURAL DRAIMINGSr NOirii....L SPAN + 49'-4' AT SMA ) nF 300 POUVDS LOCATED AT ANY PANEL POINT OF BOTTOM CHORD. ` _ 4.) ALL CMU PILASTERS TO STOP SHORT AT THE UNDERSIDE 4•) JOIST BRACING IS AT DISCRETION OF MANUFACTURER. OF THE ROOF SHEATHING std►nym ��tt00 W(n/LL) ----+� 8.) ALL JOIST SEARING DEPTHS TO BE 3 3/4" UNLESS NOTED OTHERWISE. a.) © INDICATES MASONRY LINTEL SEE DETAIL SHEET S1.2. 2°K B.OK 6.) AXIAL LOADS SHOWN ARE TO BE TRANSFERRED THROUGH BEARING SEATS. USE LINTEL TYPE U.N.O. FRAMING NOMINAL SPAN - 34'-B` UNLESS NOTED OTHERWISE. 6.) PROVIDE (2)-/8 HORIZONTAL BARS IN BOND BEAM AT ROOF ELEVATION HOOF 7•) NO NET UPLIFT ON JOIST, FOR CHORD REINFOCING CONTINUOUS ALONG GRIDS<''ANDQ PLAN W(nA•) B-) AXIAL LOADS SHOWN ARE FOR ALLOWABLE STRESS DESIGN 7) —PA VLMK PLOT DRIES: I 9.) DRIFTED SNOW PER PLAN HAS NOT BEEN CONSIDERED FOR JOISTS. PA- ADDITIONAL SNOW LOAD DUE TO DRIFT, FSF. 11 9 9 8:14.17 ARM smw NO'` 2 28K &OK JOIST MANUFACTURER TO INCLUDE PER KAN Wd + LENGTH OF DRIFT, FEET 12/'3/99 i�t 2 3 A M NOMINAL SPAN - J8'-0' — ----# t111t 9 923.34 AB 2/1% 200°000 9: 4 .s8� 8•) D.S, INDICATES DOWNSPOUT - SEE ARCH. F� UR R INFORMATION S21 99333S21 2/4 2000 11:3.38 ARM 9>NISW OeMeburl Rd. NlPI9.Ot12" 1!•d 1• • • 1►' _'_ —" -�--•Y�'._.� •__.._,,�. ,,, ...., , .P.,:. Vii•+^;•.:._ `4 y .AILS.._..... _-_ __--+-'- --��r•*-*MIIAar-- _� ,� —--4_„�•- �—+--�,^+y ,� , .�,. , . • Hy 2 Y 17 10 t4 B i r 5 . . Ili � �) III�IIIIIl1!III illllll�illill� Illllilll.lillll U.II111�IIIIIJ1 IIIIIIIIIII IIIIIII�II►� � ��° � (III-TIIlIII►III illllllllllll � � ,, �.� . . , ,,,�. 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P.T. 4x PER 15/52.2 ----ROOF SrtEATHWG PER PLAN L4x4x3/exO'•-8' W/ ROOF SHEATHING 1/4' STIFFENER PLATE PER PLAN AT CENTER NAILER - SEE 1 e 3 TYPICAL HORIZONTAL AT 'K" JOIST SUB-PURL � BOND BEAM 3 6 USE 1/8`x3° SUR PURUN FILLET p. 0. PER PLAN 1/4' CAP PLATE _ P.T, 2x6 LEDGER BEAM PER PPLATE LAN 7 -w-\ CMU WALL AND (BE)TWEfEN JOISTS W/ 33/4 RENiF. PER ►LAN ANCHOR`°BALTSDEACH VERIFY iN MR -- USE ( )/3y/4" D(A.1 A-325 ERECTION BOLTS AT CA\ s SSPACE.IE�vT1DE a DIIA.�A-325 BOLTTSDAT W,31`• X11 ARCHITECTURE ,. EMBED IYPIE 'A' PER CONTRACTORS \ DETAIL 1/522 OPTION / 'r C8xf1.3 x 1'-4" -NAILER PER 1 r' 0 ' rr � � r /4 x 4'-0" IN ANCHOR BOLTS 0 i I: i4 NiIV 1ZTi1 AVlM� SOV CROOK OF BENT A708 BARS t 4 , �v O ` , O pORTLAI� ORlO�I 1hf0/ OEAM PER PLAN O ' " O -BEAM PER PLAN TIL 80B IV 03" (:� x 2'- T / I ' PAX eon en o1w� Vora Ar—� , \ A ' 4 e' O.C. CENTERED ` , , , - IN CMU CELLS � '/2, NOTCH PLATE AS REQ'9. • � 1'-0' 1'-0' EQ EQ EQ I 1'-0' t'-0'__1 1 4 ! 10'-0" VE IFY ��' 1 1/2 ' NOTCH COU;MN AND 5' JOIST PER PLAN I I M. PROJECT PLATE THRU + ++ i 7 TYPE 'A' EMBED � SEEkVFOR 1 TS COLUMN PER PLAN LEDOER BETINEOd A JISTS PER PLAN JOISTS N.'T.S. VLMK Consulting E. gineer. 1 EMBEDS 3933 S.W. XELLY.AWJK . . 2 ROOF FRAMING DETAIL 3 ROOF FRAMING DETAIL 4 JOIST AT WIDE FLANGE GIRDER 5 WIDE FIANGE TO COLUMN CONNECTION PORE, OREGON 97201 2, 4 - 1— 2, _ 1 ' 1— 2. — .awq - 1—a, 2, -4.Owq 1 . 1-7 2. — wq - 1 — (503) 222-4453 FAX 248-9283 DOUBLE ROW OF DIAPHRAGM SIMS: 'LSTA30" ACROSS JOISTS, BOJWDARY SEE PLAN FOR LOCATION. INSTALL NALINO q.JOIST 1/e° CAP SHEATHING NAILING (SHOWN DASHED AND EDGE SHEATHING PER PLAN 14P PILASTER BEFORE STRAP TIE. AVON STRAP WI P.T. 2x6 LEDGER P.T. 4x6 NAILER f111M MAID d%ST (IE RbMTASTRMTED IN AT TSNI.AILe DITiONS)• f•�R 3/S2.2 SHEATHING 5/6' DIA. x 6' EMBEDML'.NT CMU WALL AND put PLANA COUNTER SUNK BOLT, 24. O.C. JOW PER PLAN r—ROOF SHEATHING PER PLAN REINF. PER PIAN ROOF SHEATHING - SEE PLAN FOR NAILING �•� 0* A706 L4x4x3/8x6 W/1 4" 82A►IS AT•6' O G 91MPSON 'H fT16' TENSION S11FF1 , CEN TIE AT 4e' O.C. TO 3x8 SUB-PURUN 1 34' LSL TIMBERSTRANO NAILER. WIDTH TO Z)-�5 CONY. 1 2x6 SUB-PURUN MA'CH JOIST WIDTH. ATTACH TO JOIST WITH TYPICAL BOND GRADE 5, /14 WOOD SCREWS x t 3/4" AT 24" SPLICE SPLICES 1 4 BEAM REINF. _ SPACING BELOW (STAOGFRED). Z4' S>�UGE ' /3 TICS PER SIA-PURUN - SEE PLAN 1 / " • PLATE 1 Z'x12'xe' NATN ((Z 3 4•xe- 8 SIMPSON 'HF26y' SEP HANGER AT 3x8 ''r tVELSOid STUDS, ��IPSON 'LD28' HANGERS 114x1'-O' IN CROOK 3x SUB-PURUN SUB-PURUNS. F36N AT 3x6 SUB-PURLkS. O.C. MC8x21.4x6 OF BENT A706 BARS PER PLAN •La2e• AT 2x8 SUB-PURLINS (3}-/3 TIES a AT T OF w, SIMPSON 'F36N' JOIST OPEN WEB STEEL JOISTS PER PLAN PILASTER 41 REINFORCING PER HANGER - TYPICAL AT 3x N. CUT TOP COURSE 8/521 MEMBERS CMU PILASTER OF CMU TO MATCH PER PLAN ROOF SL.OPf CMU piV,S7ER 4 X 6 P.T. LEDGER �-�---�• SEE DETAIL CMU WALL AND TYPICAL BOND PER PLAN VAIN ' DIA. J-BOLTS j j FOR REINF. Al4''O.C. 1NIH REINFORCEMENT f' BEAM REINFORCEMENT FSEEOR DETAIL T • • :TYPICAL U.O.N. PER PLAN TOP COURSE. AS NEW FOR REINF. HOOKED OVER BONDT OOt �sABMEOIN, OVERLAP ENT s� /�c2,_8• A706 BAIL BEAM REINFORCING }- °--� ,J LES SCN�NAB TIRE CENTERS BOND FOR 10'-0'. ---� CENTERED ON MCS 1 1 : ' JUST PER PLAN • • :GRID O •,,'. . SUB—PURLINS .. WASHINGTON 6 AT CMU WALL 7 JOIST AT PILASTER 8 SUB—PURUN AT CMU WALL 9 UB—PURLtN AT JOIST 10 JOIST AT PILASTER 1'-D' 2. L ' ' 1-0 2" 82-84" 1 - ICY 2. - .ewq 7 11-0 2. S22-10.Q 1 - 1- SQUARE JOIST PER PLATE "t" x 4 1/2' K 7' ?LAN SHEATHING C12x20 7x2'- /FIELD WELD 16 6 PER PLAN (TOP FLANGE NOT 1 4 ALTERNATE 11 LES S ROOF SHEATHING PER PLAN SHOWN FOR CLARITY) - - DOUBLE ROW OF DIAPHRAGM A BOUNDARY NAILING h ROOF SHEATHING PER PLAN P.T. 4x6 BLOCKING BETWEEN JOISTS AT 'K" JOIST, TIRE CENTER /USE 1/6"x3" 6 FILLET L1/4_717�TYP. SEE B L6x6x3/6'x10• ' SEE 6/52.2 FOR FURTHER INFORMATION WITH 1/4' r SUB-SUB (2 /5 x 2'-G' BENT / PLATE PER 12/$2.2 ••---•—PLATE 1/2'x7•x4o � STIFPFUNER .;.,: .•.��••;;' TOGARD, OREGON CENTER ON JOIST SEAT. sn WITH (3)- 3/4" DIA. K 8" PER PLAN AOA BARS AT 18' Q.C. TYPICAL HOR1Z ; ;' t4' TYPICAL v y NELSON STUDS AT 6' O.C. I; 70ED IN CMU CELLS BOIND /►M I LOCATE PER 11/S2.2 \ 1/4" SIDE PLATES x 20' - fig' _ ,• :'•, • WITH 3)- 3/44"ATDIA. EACH TYPICAL WALL REINF. VARS A 4 O O.C. A706 1 4 r' 3 END OF BLOCKING BETWEEN FwANOT SHOWN FOR CLARITY CMU WALL AND JOISTS, 1"t OFF SET FROM ?ua: X333 REINF. PER PLAN JOIST. A 03 TIES AT CMU WALL PER TOP OF PILASTER DUG 00 02 18 SCHEDULE AT 1 CKJ PILASTER PER 1--AtJOIST PER PLAN FOUNDATION PLAN ' FOR REINF. DE'AIL a 14 BEAM AT CMU WALL amour nar. L, 522-14 1 � 1 •-•0 JOIST PER PLAN 11 JOISTS AT CMU WALL _ 12 SUB—DIAPHRAGM BLOCKING BETWEEN JOIST 13 SUB—PURLIN AT PILASTER PER�I WALL STAKING REAM METAL DECK, 2" 'dwg 1 1 2, U.dwq ---I 1� -1 1 • 1-0 SAN �; MIN PR PER11E5: 22 GAGE, 1-0.151n4/ FT. 2. S-0.11n Fy-40 KSI. VERIFY DECK TYPE WITH ARCH. (2)-#10 TEK SCREWS \ PER SHEET, ADJACENT TO SEAM, 16' O.C. MAX. r v HAT CHANNEL. S-10" O.C. MAX. ` MIN. PROPERTIES-14 GAGE f•1.01n4. r S_O.601n3. Fy5OKSI 4x LEDGER PER 6/S2.2 LSHEATHING LOCKING(2)- /8 x 2'-10' 16/S2.2 A706 BARS AT 4" G.C. �'CENTER INTO WADSPT 4x NAILER PER 6/52.2 PER PLAN C1 Rx33 qx1'-6• 4x PER 12/S2.2 3/4' R EXP. PT 4x PER ---� EMBEOR, T ((2))-#12 TEX SCREWS 16/522 " EMBEDMENT MIN. INTO EACH L3x3 BEAM PER--,,,.,, + L4x4x3/6 x4 W VERT. - �. LONG SLOT HOLE W/ (1)-3/4- 3 1 PUN -DOUBLE ROW OF DIAPHRAGM 1/2' t ANCHOR,A°L�EMS BOUNDARY NAILMIG f0 1 . '�.. � .., (2 x 2'-0" P.T. 4x6 BLOCKING BETWEEN JOTS 5 3/4' DIA EXP• A706 BARS AT , r* 8 �f 3 T MIN.12" O.C. 4t PLATE 1/2"x12"0" * _ I WITH (2)-3/4"x6• Mt•en O.CN STUDS, - --------------------- --- N r:• : • ,r• . SIDE PLATES PER 12/S2.2 --CMU WALL -"��''• ' •'�' BEYOND PER PLAN r 3 1 &S ry (3)-/3 TIES --- 6'-10 MAX. Ir'' rt "• ' AT TOP OF A ' PILASTER 4• VERIFY WITH ARCH. rr: BEAM PER PLAN PER PPL NSTER 46" D.C. MAX. FRAME. E 5� SEE DETAIL PLAN FOR SPACING ROOF MAMING L s- L PLATE 3/8' x 4' x 1'-0" W/ (4)-3/4" DIA. A•-325 BOLTS FOR REINF. DIET Q �'� �RIFLER INFORMATION L!G 1 AIL•7 125 CHITECTURAL WIDE FLANGE AT PILASTER T°r,� 2 BEAM SUB—DIAPHRAM S22wq — 17 BEAM AT PILASTER 18 CANOPY DETAIL — 2. 1 � - 2. q 1 �--I'-r mar w.: 12�K PLOT DATES: 2/g9 10:16.5 ARM 1`�6/titl 13:29.43 ARM S2.2 CIN rill Growl"Ra. 99333922 114/2000 16:27,24 ARM sU110"It" J,141.ux. 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MOIInFF IIAX SS11NBq TWIG Clad 06 NP -2 REM0L 1u 0010111111111 room • SINGLE� .INE DOUBLE UNE FITTING �SINGLE UN DOUBLE UNE FITTING3 T I N/AC•S,r•E•N•G,• I N E E R I N G 0.2 4o W 1t••••rrr• -1 LOC(ER RsrnoM G 7 UL TROOCENG 8 0.250 40 120 1,500CARM SP-8 3.4 1 voLJwE DAM" DUCT RIR -3 ACSTROOM _ QgIJNC 7b 0.250 40 W 120 1,500 CARNES SP-4 3.4 1 bm"a k*FAM -1 VICE BAITS ROOT b50 0.230 1 4 120 970 CARNES -140 T.9 2 FSaT FD FROWwr 6 n. 1. ROOF CAP, g A ROOF CURB, BACKORAFT DAMPER_ I FTSE DAMPER DUCT RISER FIIIE/SMOKE DAMPER - RECTANGULAR MD MO FSQ j X DUCT DROP • — DIFFUSER, REGISTER AND GRILLE SCHEDULE D �_..,? x ROUND BMISIQL TtA"t3 iSS01C S� !AAAI! LUAISrrI T�f�l� M�MDQ Rl11AIMt1 DUCT DROP CO-1 CEILING DIFFUSE.^, 12x12 SURFACE NO viof TAUS PCS EL W W17NGUrM CRG-1 C LMQ RE'S RN 12x12 SURFACE _ NO _ MMITE TITUS PAR ELBOW YN1H RECTANGULAR� RG-11 91DEWALL RETURN `lhx38 SURFACE NO V"w_ 71TUS 300 t--A TURNING VANn ST LIDS 1 DOUBLE OEfLECT10N 1^x10 SURFACE NO WHITE TITUS 30ORL SR-1 DOUBLE DEFLECTION SEE PLAN I SURFAM YES _ WHITE IF TITUS 300RL ITHAN 15' R-W- RADIUS ELBOW RECTANGULAR OFFSET MORE THAN 15' RA©IANT AND UNIT HEATER SCHEDULE W wMa FITTING FAO MSM LINO" WAR AND SLID ITTINSPIN-IN RECTANGULAR ROUND MIT r" 411A Mom VON AMP I�ROB RECTANUULAR FG DUCT WYE NTH 1 1 2 - C 2-1 J 1 1 1 MAIN ROUND BRANCH RANCH 132 PEN61 FE-29120 1.9 2 so 13 ZNOR - 1 3--" BOORM0� �L1IMOUTH UH-4 1 -- 13F� - T.—Maffgy OWNER MA ACOA UNTHERMOSTAT, WITH OAS CONTROLS AND THERMOSTAT, MAX. SET POINT OF 451:. -� MMI WITH� .._ RECTANGULAR .ROUND DUCT NCH i� BRA ROUND MAI! c ELECTRIC DUCT HEATER SCHEDULE MAX. SID WITH LES B(MAB T IE CENTEM CONCENTRIC SQUARE TO ROUND CONICAL ROUND SFd 1lRANCH Strum MlF MSF WON RAQft FANAPM 1 b' MAX. -1 8 1 120 i 1 ECCENTRIC WASHINGTON EDH- 1 120 �- (RECTANGULAR =5E �NCENTRIC 1. UP-IN TYPE IN ANU ML A OR ROUND) MON Z WALL MOUNTED THERMOSTAT _ t 5' MAX. ACOUV'o 4LLY ---- LINEr) DUCT -------------- I•:.ES SHOWN: SOUARE 30' TRANSITION ARE NET INSIDE) ---- NON SYMMETRICAL FLEXIBLE OUTSICE AIR VENTILATION SCHEDULE ,ON �� FS10um T+OGL DSII► ,, LES 129111 O JOOwAFFF Oifltt!All FIOtAS D TOTAL OM FIKXM TURNING VANES Q� HWAB tJM OODWAW► Lr014D IOP11RS1.OM CR CUI=M "BoLaw am TR,ANR �—� DETECTOR UFR ROOM OR SOF! o 4M!!pa LOIAD PAiC^,ORFW(1ttSlD 6WM FM SO,rT� a" o" RWMFq AC- _ 38 8 Be SYMMETRICAL Mh1E AC-1 1 140 1 TIRt"m i� L NtIE 1 - AC- I TE] COM TOILETS i 480 100 2 30 0 100 100 DOUBLE FORMED ED AC-1 LOCK ROOM 220 3 0 -- —0 0. 110 110 TURNING VANE) AC-1 I. 7 50 0 so SO D -1VICE BAYS1 1 IIwrM, LNJE ,M I. TO SENVICE BA" is PROVIIDED NATURALLY PER 1203.2.1 OF tMON WENDMENTS TO THE UBC. ISCHANICAL YENTILAnON is ALSO PROVIDED. mwx;r Nou 99113 na 09113101 Sam ANM BIRDSCREEN------- Mp 00 (12 18 1/4'X1/4' MESH --EXHAUST FAN COUNTERFLASHING CURB NOTE: LAG BOLTS=-l,,, COORDINATE SIZE AND LOCATION OF ROOF 1 ON En!14 SIDE PENETRAMN WITH GENERAL CONTRACTOR. COORDINATE ALL ROOFING AND CURB I INSTALLATION WITH GENESIAL CONTRACTOR. SUPPOPT (3iANNEL - INTEGRAL NOTE: SEE ARCHITECTURAL j r TO AC UNIT. FOR CURB DETAILS _ HVAC UNIT— PRCVIDE Ir WIDE X 8' LONG jDUCT SIZE AS NOTED ON PLANS. 18 GAUGE BENT SHEET METAL j TRANSITION TO EXHAUST FAN STRAP. SECURELY FASTEN TO AGA APPROVED ROOF DECK j AS REQUIRED. CURB AND AC UNIT. PROVIDE VENT 7� j TERMINALE DUCT WITH BIRD SCREEN ONE STRAP PER SIDE FOR UNITS � � E SEAL WATERTIGHT I , 5000 LA'S. AND "WC RUBBER GASKET UP TO SYRAPS PER 9DE FOR UNITS OVE1 5000 LBS. STORM COLLAR BACKDRAFT DAMPER PRC-FAB CURB BYFASTEN STRAP SECURELY TO AC-UNIT CONE ROOF FLASHING LINED DUCT MANUFACTURER. CHANNEL AND TO NAILER STRIP. ' NAILER STRIP NOTE: 1 ROOFING SEE ARCHITECTURAL FOR ROOF DETAILS ( I NOTE: _s COORVINATE .XACT DETAIL WITH HVAC UNIT MANUFACTURER NUS. SEE ARCHITECTURAL PROFS SECURELf FASTf'1 CURB FOR ROOF DETAILS alNf s TO ROOF DEC( AS j I ti� s REQUIRED PER MANUFACTURER'S = � � w� INSTALLATION RECOMMENDATIONS. j _ '7.430 ROOF DECK 1111 ---- --------- ---- ------ ----- -------------------------� O.q 24ci ROOF FRAMING `�--TYPE B FLUE "CNS W F� COORDINATT WITH STRUCTURAL r—EXPIRES1 - 1 BEFORE ROtJrM-IN) a Fam _ 1 AC UNIT CURB DETAIL 2 GAS VENT BUILT—SUP ROOF PENETRATION 3 ROOF EXHAUST FAN uO°VM -r NO SCALE NO � — NO SCALE I'1 ACs akwMb moot 9M BW Grow*"Md. FILE: 78,KM001 EDIT: 04-12-00 • 22:12 BY JASONS PLOT:04-12-00 • 2212•w"Nampo .. ..amw.:r*.nr-.wrr.l.w,.•-.ro •.,,rsen.,o.»s w.oRP^•,,y„�pre r..x.- - I '• r' Ia 12 14 i� , �� ,:1� �1 IIII�11�11�i11 � 11141 VIII lllll(I�I�II.L � 11. Hill ( � . � „� �I111�1111111 illllll�lllllll IIIIill�llillil IIIIIII�IIIIIII IIII:II�IIIIIII Illllli�lllllll Illllll�jllllll IIIIIII�IIIIIII IIIIIII�II Aji ;: , r �,. .. ,,.. .,- , ,: .,,� ,�„��- ,. r rN�rmhRrhnAr�i�NnNl�i�uldll�i�Iralr�inni�i�rudr�nnlfii�mdfif�rirrlr�mdrrtAt�t�i rrrhlTi�nnhl�m+l�onhlS � _ i r r i .,� JrM� .i y ..•ornrd ' -{MwJ 4.R YXbNL� II- �I MrMIW....'.MMf..tllY-.1M.M'^t'Ml:�.. .. L L . •--•--�.•-NI_r�s.n-uo-.+.+�•�—..«..rq/...M.RYf..�r..Yi......w..w...N^U.U.....n... .cr. Wwn:rars9e�Mr v. »h.ae+..a.. •.....w.re..M/IM.O�n.Ir l�YlrwA/.•.—AIFY40'+.+b+wAYMMJ.MbM r r .........--....:+.+.ss.i.,s+..a..-.rw.,r...._-..+..o.-..-�..<-....w,..w.a...:.:ers..+r.-r:...r.i.:w •.+...w..-_......e......,w'...._ i1w--srr.--^--•.l+.sa -......r....u,w....++..s+eM1nYce+u+i...r.,-.s.+YrYrn-+r► .�r.lYr..w_.Y-rNw4.-t..WY:•w.� ,.w..{rr� �.'^ wW.:• ,: nariw.unm.�llMygy,y1.-:..uR: ...yy ... y�.r,. :. •. •-P F: I.Y h i 2 3 4 3 6 NOTES THIS SHEET O1 ROUTE LINED SPIRAL DUCTWORK AS HIGH AS POSSIBLE. PAINT TO MATCH COLOR SELECTED BY ARCHITECT. �2 00 DEGRtE ELBOW UP. TERMINATE WITH WARE MESH SCREEN. �3 TRANSITION FROM UNIT OPENTING TO DUCT SIZE SHOWN. O RELIEF HOOD ON ROOF. 3606 THROAT. GREA-HOOO OR APPROVED EQUAL WITH BI ECK RRDSCREEN. ROOF CURB AND N AF10fMICTUM 2-POSI7ION MOTORIZED DAMPER. © MOUNT GRR.LE 14 FT. A.F.F. ' ft W IM AVS SIX 6� MOUNT ORI U AS HIGH AS POSSIBLE. pa"Uw aNKM ML MWOM RAX M WI 08W INT6RFAC■ EN4INEERING ow u ids k Cr��k Alw R+MIi f>7!i --- -_—._ _� huh �p 1••R.wl n v — -- VZA4 -- -- --- i LdA --- -- o FL OttaaamL 4*0 TYPE 'B" FLUE 4"0 TYPE "B" FLUE 470 14 UP O TO TO ACA UP TO TO AGA 12'- APPROVED ROOF CAP. APPROVED ROOF CAP ._ SEE 2/MO01. SEE 2/M001. �-- —♦ ❑ OWROOAIRACCHG LESS II 1n___n n==n IR-1 Rim • II 7771 WROOM II TURN DUCT UP AND 100e TERMINAii: WITH BIRD SCREEN. SEE 3/MO01. 16x1!! UP �— —� - ' II ON ROOF eR OF. uie loxio , 22T �1 u ►ts - T� — x ^ 24 0 T � _ II pp C 09ET 24'0 UP 26 BULLHEAD TEE CUSTOMER LOUNGE _ II LES SCMAs I CENMM LOCKER 1 1 2 Ll 1 _ II Sx9 24 r ".� �—�� - 2!1"I UP �+N WASHINGTON AC-1 LWA), 12x1 1 0 5 - Y CEF-2 II WAREHOUSE EDH-1 IIE4 IPA all CEF-3 SOUARE F1—0 � it MANA T 6'•• U TO OM UH-1 i[_T�21c10 gt� _— LE 0 __S SCHWAB UH-2 � 5 TYPE "B" FLUE � �-• C- UP TO M ACA II 6x6 APPROVED ROOF CAP. 1 - UH--3 SEE 2/MO01. TYP. 4 EDM-7 CENTEF,6x6 TIRE„� T -T--1 ZZ7 4zyzdI axeC - px8=44 3606 6 __ 0 UP (I 0 0 UH-4 BLOCK OUT FOR II FUTURE UTILITIES mwmr wA 99113 I) NA99113101 I cw�w� ANM 0” 00 02 18 rJ WAREHOUSE FUTURE TENANT II E • I p — - p EO PROF 1 > < 2 > < 3 > < 4 5 > < 8 > < 7 8 "' OR It Gt F � W P EXPIRES 12-31-0'i FRW R-COR PLM _' r�Ian nno HVAC 1 FINN FLOOR PLAN - HVAC 1, 1 -0" !�•N0.r M201 nof 38 I FII Fr 7117KUMI FnIT? A4-11—M1 • 2&1101 AY .IASt1NS t'I AT:AL-11—fX1 • '1A 1N ...•,;• _... .,.,,.�»...-.,-..,,,.«+.+....r..r,ea _ c�.�i� '`. ,.W., l+,lY,`. �r�,,, a�� .t,,. •:n�, r.d2''�'s.�'ri�"x'+;t 10 12 14 i6 Y 1!i a � 11. 1111Iff 1 I ' • � ' , � � I Ill ' 1��111 X111 II Wlll��llllial. I�ill�lllllll ilNili�lif ' ... tIN� I nlh �IIIT11nn11mh tlh�' �q�I NMIIIq ndil�i1uuhl� (STI n I Ih I nu.. nnh I noliiri�InllnTi�nd{�i�unh I t n�A►.�iifi�Iudltll�nn�Iliill�Iidnnbni � �...........t....A ..e._,. .,.. -..•..'..-�._ .. .� rr,afY... .. .:... ... . .. ... • M'JnfIIVR+..�n/+n«... y.�wy.waw. 1 2 3 . 4 5 L3 SIZE TANK HOT MOW FLOOR JNQ OF STRAPS LOCALOCATION3!4" - - _ GAL Cit lElS 12 OR LESS 1 - BEIWNEFN TOP 1/3 AND U" (rti A-) GENERAL NOTES ABBREVIATIONS OOLU WATER A CONDITIONS SHOW ON THE PLANS RELATIVE TO THE WORK TO BE PERFORMED ARE BASED ON THE BEST INFORMATION 1 2 OF TANK AVAILABLE BUT ARE SUB.ACT TO VE'RIFICATM. VERIFY LOCATIONS AND ELEVATIONS OF UTILITIES TO BE CROSSED OR AFF ABOVE FINISHED FLOOR TEMlERATURE AND HOT WATER CONNECTED. CORRECT DEFICIENCIES CAUSED BY FAILURE TO PERFORM SUCH VERIFICATIONS AT NO EXPENSE TO OWNER. aFP BELOW FINISH® FLOOR NOTE: MANTAN CLEARANCES TO COMBUSTIBLES AS REWRED BY MANUFACTURER. PRESISURE RELIEF VIMMEDIATELY NOTIFY ARCHITECT AND ENGNEER OF CONDITION IN CONFLICT WITH THE DETAILS/PLANS. UUM NON COMBUSTIBLE MATERIAL AS SPACER. B PROVIDE PIPING, EQUIPMENT, AND MATERIALS IN ACCORDANCE MATH APPLICABLE PLUMBING CODE REGULATIONS AND BF0 BELOW FINISHED GRADE MINIMUM DIP-1-1 STANDARDS, AUTHOP 71ES HAVING JURISDICTKIN. AND AS OTHERWISE RECOMMENDED OR DIRECTEL BY MANUFACTURERS. LLM.DG BUILDING MANUFACTURER �-JIVE A CLEARANCE DISCHARGE FD >311X PLUMBING C PROVIDE GAS SHUTOFF VALVES, PRESSURE REGULA'rORS AND UNION (OR CODE APPROVED APPUANCE CONNECTOR5) AT El�GI FIXTURE SCHEDULE CONNECTIONS TO ALAI. GAS-FIRED EQUIPMENT. PROBED REGULATOR RELIEF VENT PIPING TO ATMOSPHERE WHERE D CONDENSATE DRAIN r LWALL �M �m REQUIRED BY CODE, SEE DETAILS 6/P001. AT WATER HEATER AND STORAGE 04-Z CIM CUBIC FOOT PER HOUR IO WALL CHANNEL TANKS PROVIDE "SPACE MAKER' DISOHARGE FULL D COORDINATE INSTALLA".' OF PIPING BELOW AND ABOVE GRADE NTH STRUCTURAL COMPONENTS AND OTHER SYSTEM CIN COLD WATER � I,EC�T TO WALL S BRAND SEISMIC RESTRAMIT SYSTEM SIZE TO TIRE INSTALLATION. UW AS REQUOM. QOR APPROVED EQUAL). SYSTEM WASH STATION f---HOSE BIBB DRAIN (TYPICAL) •L MEET REQUIREMENT'S FOR E ALL PENETRATIONS THRU FLOORS AND WALLS BELOW GRADE TO BE SEALED AT SLEEVES WITH MECHANICAL SEALING Glow GALLONr PER MtINUTE11111HL J �� No ZONE 3 SEISMIC INSTALLATIONS. DRAIN PAN SYSTEM. 'LINK SEAL" OR APPROVED. HamiP WORSE POWER 0'� 3/4" R-10 INSULATED EASE F COORDINATE ALL FIXTURES, EQUIPMENT, PIPE ROUGH-IN/CONNECTION LOCATION AND DRAIN LOCATIONS WITHNL anw om ARCHITECTURAL DRAWINGS. NW HOT WATER ftx mw owe G ALL PIPING ROUTED THROUGH ROOF TO BE INSTALLED PER ARCHTECTURAL REQUIREMENTS. (SIMILAR TO 3/P001) IE INVERT ELEVATION IN INCHES H INSTALL CONDENSATE DRAIN TRAPS ON HVAC UNITS PER DETAIL 2/P001. PRV PRESSURE REDUONG VALVE • �� 5 ELECTRIC WATER HEATER I OTM�MI� HOSE &BBS TO BE MOUNTED AT 24 INCITES ABOVE FINISH GRADE (UNLESS SPECIFICALLY NOTED PSI POUNDS PER SQUARE INCH R 10 INSULATED BASE INTERPAOIt E"WHEE RING -- NO SCALE J LM47E ALL VALVES FOR SERVICE ACCESSIBILITY. OF SQUAW. FEET lot e•...rli.f sot,s.,., NuaLao K K INSTALL ALL OVERHEAD PIPING AS CLOSE 1W3 STRUCTURE AS POSSIBLE IN AREAS WITH EXPOSED ROOF STRUCTURE.- TML TOTAL DE AXOPE'D LENGTH o.Maa MiNeMI :;:M nloo q1W AKE BRACEING (WATER L VERIFY EXACT LOCATION OF ALL calr:�Cn .f�oNs TO PIPING INS BY SITE CONTRACTOR. V VENT PI am wimu 11 VTR VEN r THRU HEcuc�F HEATERS AND STORAGE TANKS) --- - W WASTE 9 NO SALE COORDINATE ALL ROOF PENEYRA71ONS AND FLASHING NTH ROOF MANUFACTURER AND INC WATER �XOSET INSTALLER. SEE ROOFING SPECIFICATIONS AND ARCHITECTURAL DETAILS. T PRESSURE MST/2-X /4.1WSHING ) PLUMBING FIXTURE SCHEDULE Q E• BRANCH WITH 1 2X1 4 1/4 PIPE PLUG (TIP. 2 UNION PIPING LEGEND _ M_ I. TRAP' PIPING TO BE SAME SIZE AS AIR HANDLER UNIT DRAIN. SYMBOL FIXURE _ MINIMUM BRANCH SIZE MANUFACTURER REMARKS 1, DRAW ER.PIPING TO BE COPPBMUTOPF VALVE WASTE VENT COLD i is MODEL NO. COLD WATER EWC-1 WATER COOLER 1-1/2 1-1/2- 1/2- - EL.KAY EHF-8 WALL MTD.. REFRIG. WATER FOUNTAIN HOT WATER TO EQUN 1/5 HP, 120 V., 4.8 AMPS. 7.4 GAL. CAPACITY SANITARY, BELOW GRADE AIR HANDLER UNIT PRESSURE REGULATOR EWC-2 WATER COOLER 1-1/2' 1-1/2- 1/2- - WALL MTD., REFRIG. WATER FOUNTAIN OR FINISH FLOOR IN CEILING SPACE (I,w ELKAY EHF-8 1/5 HP, 120 V., 4.8 AMPS, 7.4 GAL CAPACITY LEAD OWW OIL/WATER WASTE 5 T�RERED THCRADED COUPLINGCOORDINATE ADA HI WITM ARCHITECTURAL ..- EXP-1 EXPANSION - - 3/4- - WELDED STEEL CONSTRUCTTe;IN, DIAPHRAGM TYPE ----•---0------ CONDENSATE TANK AMTROL ST-5 SEPERATE WAS RESEVOIR. PRE-PRESSURIZED, MINIMUM 4' OVERLAP LEAD FLASHING IAMPO CERTIFIED. ----�--------- VENT HOT MOP FLASHING TO ROOF REMARKS: INSTALL PER MANUFACTURERS TRAP SEAL. TO RECOMMENDATIONS. INDICATES PIPE BELOW BE 2X TOTAL _ _ GRADE OR FINISH FLOOR STATIC ROOFTNC'• ROOF FD-1 FLOOR DRAIN 4" 2- 3/6" - JAY R SMITH INTEGRAL. TRAP & CLEANOUT FLOOR DRAIN ---- NATURAL GAS PRESSURE (IN MEZZANINE) 2515-P W/ TRAP PRIMER CONN. W/ 3580 FUNNEL G COMPRESSED AIR �2l l ESS 1 4 TURN OPERATION'01X ALL METAL A HB-1 WALL HYDRANT •- - 3/4" - JAY R. SMITH W INLET ELBOWM, REMOVABLE KEY O EXTERIOR - "" VALVE. GENERAL 45".-QT-SAP �AT10NSTYPICAL , '-HANDLE o INTERIOR LOCATIONS _ CHECK v�� LES S.MAB ITE /oILNMG �� L-1 LAVATORY Z" 1-'1 "2" 1 2- 1 Z- 1•x 17 ENAMELED C.I. SURFACE 1.1C SCMn 1 Rlt` CENMG GE1�7 - / / / ELDER 032-0184 ryl -PELTA 2807 HDF SLOW-CLOSING COORDINATE ADA HEIGHT WITH ARCHITECTURAL THERMOMETER 2 CONDENSATE TRAP 6 GAS PIPE ROOF PENETRATION OWS-1 011,,//WWATER SFE SEE - - UTILITY 'VAULT PRECAST CONCRETF, 550 GALLON OIL,/WATER NO SCALE - HOSE BIBS NO SCALE - SEPERAT'OR DW GS. DWGS. 660-SA SEPERAT'OR WASHINGTON . - �...._ STRAINER S-1 SINK 2" 1-1/2- 1/2- 1/2- FIAT MODEI, FL-1 FLOOR MOUNTED W/ FIAT /A-1 FAUCET _ �- uwoN WH-1 WATER NEATER - - 3/4" 3/4" STATE PX-17-IM31-E RFMVERY O1ar F 2000 . RISE 208 V., tI, 7 GPH CLEAN OUT ----8L1)G. STi0.1CTURE _ � SOUARE OSS BRACING WH-2 WATER HFATER - - 3/4- 3,/4- STATE PV--6-1D-6 6 GAL., ISM WATT. 120 VOLT, SINGLE PHASE. �� WALL CLEAN OUT MS-K PROVIDE SPACEMAKER" MOUNTING SHELF AND OUT TAP TO GRADE SEISMIC BRACING. LOCATE HEATER 72- A.F.F. CLEAN ABOVE S-1 LES SCHWAB lO� " ELONGATED BOWL-18- HIGH, TANK TYPE,FLASHFLOOR DRAIN COORDINATE ALL WC-1 WATER CLOSET 4" 2 1/? - ELGER OLU1-1675 VITREOUS CHINA. W/ CHURCH-5330.083 SEAT EXPANSION TANK ROOF PENETRATIONS _ � �� INSIDE VENT PIPE AND FLASHINGSTIRE CENTER WITH ROOFr'NOTE: MANUFACTURERS AND MODELS OTHER THAN THOSE SHOWN IN THE ABOVE SCHEDULE MAY EIE SUBSTITUTED 4• /1 MANUFACTURER AIN AIR LINE ON AN -EQUAL OR BETTER' BASIS FROM THE FOLLOWING USTI. CATALOG CUTS . SUB.TMJTEED PRODUCTS AND INSTALLER. MUST BE SUBMITTED TO THE OWNER ALONG WITH .AAPS BIDS. ALL OTHER PRODUCTS Nffr LISTED MUST BE ® CONNECT TO EXISTING -� APPROVED IN WRITNO BY THE OWNER PRIOR TO BIDDING. D 3/4-I BLACK STEEL FLASHING PER ARCH. DETAILS AIR PNE DROP TO COUPLER A. XOHLER S. RHEEM C. BRADFORD WHITE D. MUSTEE E. AMERICAN STMIDARD F. WATTS G. WOODFORD TEE ' t 2 BELOW CEILING � TEE WITH RISER -TO O +8- A.F.F.BRAIDED HOSE � IEE W41N DROP +8-0 A "'- (HOSE A COUPLER BY OWNER) SEE ARCH. OUM FOR ALL PLUMBING FIXTURE CALCULATIONS --TMAINT �05S PUSHING REQUIREMENTS A AIN ROOFING WARRANTY - 0-- RISEN UP FROM TEE MOW Hou 99113 � 13101 VENT PIPE ITEM OTY SAN. F.U• SAN. TOTAL HW F.U. HW TOTAL CW F.U. CW TOTIJ_ FULL H2O H2O VERTICAL CFFSET mm Y8NI1 COIL TYPE AIR HOSE PUBLIC LOAD TOTAL mm WATER CLOSET - TANK TYPE 3 8.00 18.00 - 5.00 15.00 5.00 45.00 -'d RISER UP FROM ELD�OW ago 00 02 14 W-00W-00 ---LAVATORY 1 3.01 1.50 4.80 1.80 4.50 2.00 _6.00 co DROP FROM ELBOW 3 PLUMBING VENT FLASHING ELEC. WATER COOLER .00 4. -- 2.00 4.00 2.00 4.00 NO SCALE SINK 1 3.00 3.00 3.00 3.00 3.00 3.00 4.00 4.00 ® PLUMBING EQUIPMENT AB7VE -- s---FINISH FLOOR FLOOR DRAIN 1 2.00 2.00 A. SUBTOTAL 1030 00 7.50 i 20.80 60.00 BLDG. TOTAL GPM as BLDG- STRUCTURE _ T -T T TYPICAL CEILING AIR DROP E NO SCALE MAIN AJR UNE 3/4"0 kULACK STEEL AIR UNE DROP (SECURE TO WALL)---__" 1/2.0 CLOSE NIPPLE O +12- ABOVE FLOOR �aEp PROp�,S W QUICK-DISCONNECT SUPPLIED BY OWNER) 17, DIRT LEG W 3/4.1 GATE VAL. N v FINISH FLOOR '�,�2tt.��\II F L. EMPIRES 12-31-01 auuur 1111110 CXNM ' Er 4 TYPICAL AIR DROP PLOAMM NO SCALE Il�r�x Pom . 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T .. +ar..w1Y 1 V T^ 1 i 2 3 4 5 6 NOTES THIS SHEET V SEE CIVIL ENGINEERS SITE UTILITY DRAWINGS FOR CONTINUATION. U ROUTE COLD WATER DOWN TO HOSE BIBS AT +24` ABo& FIKoSHED Q WN 1/2` AIR DOBELOW FLOOR SLAB TO HOIST CONTROL. PROVIDE GRh.'�E. PROVIDE SHUT-OFF VALVE, BALL VALVE IN VERTICAL RISER. 10 CONNECT 3/4` CONDENSATE PIPING TO HVAC UNIT. ROUTE PIPING AS SMOW�' THEN TURNDOWN OVER RECEPTOR FAIR DISCHARGE.O3 PROVIDE INDtVIWAL S1/2` AIR BELOW SLAB TO HOIST CONTROLS.HUTOFF VANE AT EACH HOIST. 11 3/4' AIR DOWN BELOW FLOOR SLAB TO ALIGN PIT. PROVIDE BALL VALVE IN VERTICAL RISER. O4 NEW GAS METER AND SERVU3. STANDARD OEUVNRY PRESSURE. METER ONE - 565 MBH AND (200MOH FUTURE) - 32C T.D.L. 12 ROUTE GAS PIPING DOWN TO GAS FIRED EQUIPMENT. A METER TWO (TEMPORARY HEATING) - e0 MBH - 100 T.D.L. METER THREE DOWN PROVIDE ALL AL.VE, REGULATORS EMPORARY AND 1APPU00 FTENANCES FOR 13 WUNGOSPAM COFFSET AOLD S SHOWN.FROM ABOVE TO FIRST FLOOR �j1 ��(�T ' COMPLETE AND OPERATING SERVICC. WM ^M "�' ■' ' `� • `� E CONTRACTOR TO COORDINATE WITH OW4ER, SERVING UTILITY, 14 CAP AND NIPPLE COLD WATER PIPING FOR FUTURE CONINE'TION. FUTURE GAS DEMAND AND INDIVIDUAL TF4ANT METER PROVIDE SHUT--OFF VALVE. CONSIDERATIONS. PROVIDE MINIMUM 3 LIFTER A..,NIFOLD. =W W1 AVEM 8W 15) CAP ANU NIPPLE: GAS PIPING FOR FUTURE CONNECTION. PROW lE CRAW OPOWN Q08 PROVIDE (2) 3/4` BALL VALVES SPEEDAIRE f5 X 7111, ale BRONZE SHUT-OFF VALVE. "L an w am BODY, S/S BALL WITH VACUUM BREAKER AND HOSE END OOF AND 1e ROUTE GAS PIPING UP THROUGH RD CONNECT TO 'SAX =W=0 CONNECTION. MOUNT AT +1e` AT TWO LOCATION. (TYPICAL AT O MECHANICAL. UNIT, SEE DETAIL G/K*I. TIRE WASH STATION.) Od Q 1-112r AIR DOWN TO AIR CM.-PRESSOR. PROVIDE BALL VALVE IN 3/4` AIR DOWN TN FLEX HOSE. SEE DETAIL 7/POCl1. VERTICAL. RISER. V 1/2` QUICK DISCONNECT AIR FITTINGS, SEE DETAIL 4/POO1. STORM DRAIN RISER 1'0 ROOF DRAINAGE SYSTEM. PROVIDE (TYPICAL EACH LOCATION.) CLEANOUT AT BASE OF STACK. d O 1 2` COLD WATER DOMM TO COFFEE MAKER. PROVIDE SHUT-OFF C N T■r o/A 18018sers EN G i M L C R I H l:V�A.VE AND ACCESS. COORUINATE MATH EQUIPMENT. 1f 2` COIR WATER Ur TO CODE APPROVED BACKFLOW PREVENIER. � a,a am cab* GodNft OItiMAM1 wR ►nlwh RaV 114.IM.ION a. B 1 2 3 4 5 S 7 8 0 40 cl 01 1e 18 . 18 1�� . . 1 C1 — — --- 3/4• — — 3/4r- -�- ;w-- -- 4r- _-3/4+.- - / — — _�/4�- --��+ I— — / / 3/4` !J FLOOR SAFE w -- a — —„ 03. 3/4-AIR DN. 1-1/2`l 4` 1` 1` Lai 3/4. < O O v — d ® C� ® THAN ROOM RACKING LESS (I 1 MBH 1` 'w c C c < c C 3 c C ! I S SCHWAB TFE CENTERS !E 3 1 3 3 i 1$= i H 1' 1. < = 11t1 < < 1-1/2` < L t_' SHOWROOM it U � 060 —1/4 � cR� r'wert I tla r, —� 0 WASHINGTON 2 ©� 1/2 1-1/2` V 1 C'1 r 0 0 --G 4wFCQ o---•-----OWW--- ---�4 I d �. Ede "�"_OYIrN . ' t:O 'f. e 1-1/2- 9e� SOUARE . 0 1e 1e 2 � 1" 7 a 17 7 LES SCHWAB /2` 5 Z1f� 7 T 3/;• FD T -TRAP AND VENT INLET tt • WIS MER LOUI— v TRAP AND 7 LOCKERto -- _ -- VENT INLET 114 - 1� TIRE CENTER o L-1 2260 BH WC-1 ON ROOF HALLWAY HALLWAY II TKIIAW, O D I 11 116 WAREHOUSE K _ __ II TYP.2 Ht�-1 ® MANAGE "" M _ TYP.2 I110u®f Nu 99113 25 MBH 2` 117 - 1I RIs 99113101 FIRE RISER � i PROVIDE TELECOM - I anwt MIM MAIN �°�/ 4w� ACCESS 111 - 4 MEN Bare 00 02 18 14fln E �-/-F 2• 3/4w 4. 0 S-17i ---- �4 _---S-17i 2` lob -04`= olo>atas 2` CW _ G - - C - 2-'1/2` 19 1-1/2` 2` 14 1` 14 IN 4`FC0 14 11 1w t5 II 0 G 0 O 1-1/4` UH-3 40 M3 H4 �, © - G 0 w 1w �� UT FOR .0 12 100 MOH BLOCK OTURE OUTILITIES is O .�3/4` II E I II I I1 FUTURE TENANT II WAREHOUSE I Ca 7 II II �atD PRop IN fF� Si '0 7,4 REG W. F EXPIRES 12-31-01 F T FLOW FILM - PLtJVO 1 FIR FLOOR PLAN •- PL MBING 1/d` - '-o` Ra, 1 2 3 4 < 5 > < 6 > < 9 > P201 113/6 SW OrNnbuiq Rd. sup"40»e a1 of M qr� 2fIt1Q Y. 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W. •._ � c... w � •- .. , a .. . � SSSS ._ • , .. .. .._. .. _ F _ .. •.., ..,SSSS.-SSSS .-... .._... .. � _ � .: ,�� ,,,_ ... ... - .. .• -. ....e .. -�-. 4Y�I • � •s.++YYa.wt7 ywrnbi.- .ye+.rn.......,....•+....c_ ...w.-.. '1 �r. 4 1 2 3 4 5 8 Sal G R E E N B U R G N T Y R 0 � ... .......................... 0. EXISTWG GTE MONUMENT SIGN PEDESTAL 5275COORDINATE EXACT VERIFY EXACT REQUIREMENTS NTH A REC UIREMENT'S SUPPLIER PRIOR TO NEW PRIMARY SPLICE—, KITH GTE ROUGH-IN O VAULT E'°s`TwG IOM ACHI'TECTIJi�iE - ----- - - a 1 r OrIUWIMAVE" 8W r" der IV om • I , OF J z 2C- 7. IN*LWMACIII ENGINEERING C..p.111./ f.fU.�ro `% Ow k OMnli CIIIIIIIwWMMA �'ftmI 1'1 m , fryMh BASNOTES THIS SHEET ; ; O Q 10 (EC- n RICAL SYMBOL LIST CONT. 1 r Typ. I � ND, IT/WIRING STUBBED OUT VATH END CAI. OR INSULATEDB ) 4' PVC CONDUIT WITH 36 INCH RADIUS STF_EL BENDS AND -3. � 0 ASTIC BUSHLNO ORIS FOR TELEPHONE SERVICE. INSTALL MINIMU�.M 200 POUND ------ TENSIL STRENOHT PULL CORES IN CONTINUOUS EMPTY COND;IIT --- ---------- ------ SYSTEM. TERMINATE EACH END AS DIRECTED BY TELEPHONE NDUIT/1MRING CONTINUATION COMPANY. ko REFER TO PGE ELECTRIC SERVICE REQUIREMENTS. FOR PRIMARY I E' ` J OUND R00 AND SECONDARY TRENCHNG MD UNDERGROUND CONDUIT INSTALLATION 14EQUIREMENTS. PROVIDE TRENCH AND BACKFILL AS 5 WATER PIPE (MOUND CONNECTION REQUIRED.PROVIDE 6'X6' CONCRETE: PAD FOR UTII.IIY TRANSFORMER. OR u JTRANSIENT VOLTAGE SURGE SUPPRESSOR UTILITY VAULT /7272-1242--TRANSPAD-PGE. VERIFY PAD i j J •- t GROUNDING POINT REQUIREMENTS AND INST�L ATION REQUIREMENTS PATH PGE. O PRIMARY SPLICE VAULT UTIU1rY VAULT JGOOPGE. COORDINATE j • SA CURRENT TRANSFORMER INSTAUA710N AND REQUIP'c]AENT'S HATH PGE. A, FUSED DISCONNECT SWITCH OR SWTCH/FUSE IN SWITCHBOARD ® ROUTE (1)2`c. FOR CATV SERVICE. COORDINATE REQUIREMENTS WITH CABLE COMPANY. I ; I i -i'\,r- FUSE s' ROUTE CIRCUIT VIA EXTERIOR LIGHTING CONTROL DIAGRAM, SEE I v*N y�_ SWATCH DETAIL 2/E201. I J CIRCUIT BREAKER TERMINATE CATV CONDUIT ON POLE AS DIRECTED BY CAN I i ��-• COMPANY _ 4 D /10 ® SURFACE MOUNT EQUIPMENT ENCLOSURE AS NOTED 1� (1&4' PVC CONDUIT WITH 36 INCH RIGID STEEL CONDUIT ELBOWS I j FLUSH MOUNT EQUIPMENT ENCLOSURE AS NOTEO fF PRIMARY SERVICE. COORDINATE INSTALLATION AND 1 I TERMINATE EACH ENC) OF CONDUIT AS DIRECTED BY PGE. I t1G BRANCH PANEL C O =2) S' PVC CONDUITS PER POWER COMPANY REQUIREMENTS FOR j j t<iMr FLUSH WALL MOUNTED BRANCH PANEL LEER �M� 7M �� SSEECONDARY SERiACE. i PSA. MAIN DISTRIBUTION PANEL / SUB DISTRIBUTION PANEL EBER INSTALL FOLASS POLE PER FIBERGLASS MANUFACTURER I REQUIREMENT. I 1 0%^ � FLEXIBLE CONDUIT I 1 1 --•fes- UNDERGROUND PRIMARY SERVICE WASHINGTON CO.16 1I 1 I --S- UNDERGROUND SECONDARY SERVICE CABLE TELEVISION --T-- UNDERGROUND TELEPHONE SERVICES 0" U CABINET 3' C. R E CENTER STUB UP 2' C. FOR FUTURE TENANT CABLE TV SERVICE. �f b -'o-- UNDERGROUND CABLE TELEVISION SERVICE A CONDUIT CONCEALED 'N WALL OR COLING SPACE LES SCHWAB i I - --- - - CONDUIT ROUTED BELOW FLOOR / GRADE 1 GAS METERS Me UP 2' C. FOR FUTURE i ® SUBGRADE VAULT POWER U11UTY TRANSFORMER I COORDINATE EXACT I f TENANT 'TELEPHONE SERVICE. � COORDINATE E HATH I 1 MAIN TELEPHONE In SUBGRADE VAULT TELEPHONE REQUI1 RASH . TERMINAL CABINET \ UT1JTY f 7NCLOSU 120•-0' I ; In SUBGRADE VAULT CATV TIRE CENTER PIP 1 2 9 ,SAOO POWER UTILITY POLE TPY 13 2C-2 , O TELEPHONE UTILITY POLE MAW, OPE<M O REFERENCE NOTE 1 — I 1 AC AIR CONDITIONER E--- 2c-1. AFF ABO'vt FINISHED FLOOR . e _ AIC AVAILABLE INTERRUPTING CAPACITY mwAwmu 09113 C CONDUIT 11n IJVNIMt CIL CIRCUIT BREAKER bm 00 02 18 CAN CABLE TELEVISION CLO CEIUNG C)1 SITE PLAID ELECTRICAL GT CURRENT TRANSFORMER 1' 20' CU COPPER / DF DRINKING FOUNTAIN 1 EF EXHAUST FAN EMT ELECTRICAL METALLIC TUBING FA FIRE ALARM E FRCP FIRE ALARM CONTROL PANEL OF CFI GROUND FAULT INTERRUPTER MOWOND GROUND ONTI UTILITY IO.Ec. uTxITY (—� �- GRC GALVANIZED RIGID STEEL CONDUIT "MARY CONDUIT �"'� ©� ® CO. ELECTRICAL SYMBOL LISTPMM ® ❑ SECONDARY t�NDUIT ARY CONOUCTOR3 C] --CONDAMIY CONOUCTDRI! ❑ ® '— -- p � p IG ISOLATED GROUND TRMIZ1PORMIER ❑ On C/T 31CLQSURC TRACKLIGHT WITH LUMINAIRES) OR ® JUNCTION BOX MDP MAIN DISTRIBUTION PANEL �� *� ® ❑ ® ❑ L� �R DOUBLE PALE SWITCH `tre ❑ MI Q WALL MCUNTED LUMINAIRE PRIMARY GROUNGMMG 13 ® v ® OCCUPANCY SENSOR �T TRANSFORMER .EiER i1ASE mi ❑ MIOCP MAXIMUM OVERCi1RRENT PROTECTION wOLLARDS ® ❑ !DETER ❑ ® RECESSED FLUORESCENT 2' X 4' LUMINAIRE CEILING MO'!NTED PASSIVE INFRARED OCCUPANCY SENSOR ELECTRIC RECESSED WALL MOUNTED HEATER FAN FORCED OS OCCUPANCY SENSOR - TRANECTIO S ❑ (m METER OROlM171N0 ® r] SURFACE MOUNTED FLUOPcSCENT 2' X 4' LUMINAIRE TWISTLOCK RECEPTACLE. RECEPTA(XE. COORDINATE RECEPTACLE ♦ TELEPHONE OUTLET W 10 3/4- C. AND PULLSTRING TO A07SSIBLE CEILING oON1lEcnaNS 13 RECESSED LUMINAIRE CONFIGURATION WITH EQUIPMENT BEING SUPPLIED SPACE PH PHASE PROP TWISTLOCK RECEPTACLE WITH CORD GRIPS. GRIPS. VERIFY V PNL PANEL ��G IN O SURFACE OR PENDANT MOUNTED LUMINAIRE ®� PENDANT LENGTH. LENGTH. COORDINATE RECEPTACLE CEILING SPACE 1 CONFIGURATION WITH EQUIPMENT BEING SUPPLIED SF SUPPLY FAN 1. OMTt.CT AND COORDINATE ALL REQUIMKNTS AMD RESPONSIBIUTIES WITH SERVING UTILITY C=C)= SURFACE OR PENDANT MOUNTED FLUORESCENT .JRIPLIGHT .v COMBINATION TELE/IDATA OUTLET ABOVE COUNTER WITH 3/4' C. ANO L '� COMPANIES PRIOR TO SUBMITTING Mo. DUPLEX RECEPTACLE PULLSTRING TO ACCESSIBLE CEILING SPACE SIM SIMILAR 2. ALL. SERVICE INSTALLATION WORK SHALL SE IN STRICT COMPLIANCE WITH THE REQUIREMENI8 � SURFACE OR PENDANT MOUNTED FLUORESCENT 6' X 8' LUMINAIRE COMBINATION TELE/DATA OUTLET WITH 3/40 C. AND PULLSIRINO TO ACCESSIBLE �I►TELE TELEPHONE �LLIAM Q^ DOUBLE DUPLEX RECEPTACLE TELEVISION OUTLET NTH 3/4- C. AND PULLSTRING TO ACCESSIBLE CEILING OF THE SErMwMac uTIUTeEs. Z� EMERGENCY LUMIr:;.I?E HATH BATTERY PACK SPACE EXPIRES:12 31 00 _ GFI Pam UTILITY CONj�� CE�U TTY p�,MT�� cw s 7xMcvla_gH CONT _T•• � EXIT SIGN WALL MOQb DUPLE)( RECEPTACLE WITH GROUND FAULT INTERRUPTER TTB TELEPHONE TERMINAL. BOARD - MOUNTED, ARROW(S) INDICATES DIRECTION IF SHOWN 1.-= TELEPHONE TERMINAL BOARD MILAN Mf10RE ELAINE Sfl i AT&T CABLE SERVICES �IG DUPLEX ISOLATED GROUND RECEPTACLE of TRANSIENT VOLTAGE SURGE SUPPRESSOR F U SIM SOECKMAN RD 35M SW BOND WALT 0 TSOX 23416 � EXIT SIGN CEILING MOUNTED. ARROW(S) INDICATES DIRECTION IF SHON 4 y� Mr— DUCT SMOKE DETECTOR �� 111"VIL.LE. OR 97070 PORTLAND, OR. 9720' TIGARD. OR 97281 q�► WEATHER PROOF DUPLEX RECEPTACLE TYP TYPICAL WE PLAN PNaNE: (503) 590-1310 PM•IONE: (soy) e39-7387 PHONE: (503) 605-4973 Y LIGHTING WITH BATTEATION EXIT R PACK. PACK AFERROW(SWALL MOUNTED AND �NDIt�TES DIRECCTION IFO�S�HONM �D DUPLEX RECEPTACLE ABOVE COUNTER ® FIRE ALARM FLOW SYNTC�1 CONNECTION UH UNIT HEATER �� FIRE ALARM TAMPER SWITCH CONNECiIAN UL UNDERWRITERS LABORATORIES Nf�ACE �FW tlONFACIED TFR��Sl1f Pyr NOT �M MANUAL MOTOR STARTER WITH THERMAL OVERLOAD �j MOTOR CONNECTION TEE1 NURM NO CARE 7 INIM D MVR=EtINIMys an P SWATCH WITH PILOT LIGHT M� FMR TO ND OWAOT 11! D C}' NON-FUSED DISCONNECT SWATCH ® DOOR ALARM CONTACT 1'c RARE tri►mu OWAN P4 WRING �� $ DIMMER [� FUSED DISCONNECT SWITCH CONDUIT ELL.ED UP ym WATER HEATER --♦ CONDUIT EL LED DOWN EIM "lij ted. THREE-WAYSWATCHMAGNETIC MOTOR STARTER WP WEATHERPROOF s 00M 22 of 341 FILE: 787KEIOI DATE: 04-11-00 71ME: 21:49 ., .....,..,. ....wr.u.rs.r.reww.wwrrw..,. ..,�...,n.nw,wr.raM i. F .u�"isn.. �rM•,y.:,�y�' } ._�•./�•..�-w.wr �, •., .. ,'— I ! �. "`, .yam' •�.. _ e, n,. n!rr-. 4. ? 6 11 Js 1 .ti• s y. I' I I I I I I I ' .� • �. 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IIIIIII IIIIIII IIIIIII II MITI in nIl d/ n h IlmlfmEn AAI t�d , r 111111 1 nt111t11111� nlllilluMilM t 1111N 1 IIIIIIIIt IIMIh 1111011 mdllll 111111 1 11111111 1 II'tll 1 IIIIhM1111411111111 ' . a�`' . ., .., «. � Y _._ _. , «....- ,... ......w...... ...nr..-r.-. «...ar�swy«..•,�r� a ...�N,ir r...r..w.....,----:.r.�,-r ..«-.wwn.w,ro+.--.+..«,..,.. - .. �, .w crNr.,eR ur,c+`'«+�•+.�.ira.�..«sN�wr-�rtf.. e. w+�,r.arwwaal�rm+r �.n `�. ^ ��C' .._w..u�l - .. •�.+��^"r vyr iC,; 1 2 3 4 5 8 LUMINAIRE SCHEDULE LUMINAIRE SCHEDULE GENERAL NOTES NOTES THIS SHEET OVERIFY EXACT LOCATIONS OF ALL LUMINAIRES AND CODE MANUFACTURER CATALOGMOUNTING LAMPS IWATTS NPUT FINISH REMARKS A THIS LUMINAIRE SCHEDULE IS NOT CFIXTURES AND DEVICES PRIOR TO ROUGH-IN WITH JOB COMPLETE WITHOUT A COPY OF' THE PROJECT MANUAL CONTAINING THE ELECTRICAL FOREMAN. A UTHONIA AH 70M 9ZRIES RECESSED HID 1-METAL HALUDE 70 WHITE EXTERIOR RECESSED HID SPECIFICATIONS. DOWNUGHT IN CANOPY B. VERIFY LUMINAIRE VOLTAGE WITH BRANCH CIRCUIT SUPPLYING POWER TO LUMINAIRE PRIOR TO ORDERING. O REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT 8 LOCATION FOR MOUNTING LUMINAIRES. LOCATE SNATCH LO C LITHONIAY - AFST 2061'8 SERIES PEC-PENDANT/SURFACE 2-59 WATT TO 110 WHITE ELECTRONIC BALLAST ONLY TO FLUORESCENT LAMPS TO BE 3500K WITH A MINIMUM CRI OF 75. LOWD14 WALL BRACKET 1-100 WATT METAL HALIDE 100 WHITE EXTERIOR WALL BRACKET D. FACT FLUORESCENT LAMPS TO BE 3501* WITH A MINIMUM CRI OF 82. ® ANG AT MEZZANINE D KIM ACCESS TYPE 'A' LUNIMAIRES RECESSED IN CAMOPY LUMINAIRE E. METAL HALIDE LAMPS TO BE 3900* WITH A MINIMUM CRI OF 70. J - 4O MOUNT TYPE 'C' LUMINAIRES TO BOTTOM OF P:,--F A G LITHONiA LB 432 120 ES SURFACE CEILING 4-F32 TO SPX 50 RS 124 WHITE ELECTRONIC BALLAST ONLY TRUSSES. 28_28. F UTHONIA LB 232 120 LB SURFACE CEILING 2-F32 T6 SPX 50 RS 62 WHITE ELECTRONIC BALLAST ONLY GENERAL, NOTES O ROUTE CIRCUIT THROUGH EXTERNAL LIGHTING CONTROLS. SEE 1/E401. r „ � N UTHOIJIl. THR350MPA16 HC?OK 350W i4H 400 BRONZE lEG POSITION 8 (MEDIUM) 1• "JOB FOREMAN" REFERS TO LES SCHWAS REPRESENTATIVE. Ice - H CENTER LUMINAIP.E WITH WINDOW. RIE J UGHTOl1ER 6353 6002 / 6003 TRACK GEFLE20TBXHPFRFL 24 SELECTED BY PROVIDE ALL REQUIRED ARCHITECT TRACK, HEADS. AND FITTINGS t� SWTCHES TO BE 44" AFF TO CENTER IN RESTROOMS. 54" IN SERVICE AND WAREHOUSE AREAS. 48" IN ALL L LITHONIA SPF 232 Al2 120 ES RECESSED 2-F32 IS SPX 50 RS 62 WHITE ELECTRONIC BALLAST OTHER AREAS. - FO AW OEO S7=FLUORESCENT SEE DETAIL 5/1:401 _ © MANSARD SIGN. 120V, 20A. CONNECT AS REQUIRED. n FAX we IV 0M X UTWONIA LE ELN SERIES SURFACE - INCLUDED 6.3 WHITE LED BACK-UP COMBO VERIFY SIZE AND LOCATION OF ALL SIGNS BEFCAE I I EMERGENCY LIGHT PENETRATION OF WALLS OR ROOF STRUCTURES. Oct II X1 UTHONIA LE ELN SERIES SURFACE INCLUDED 6.5 WHITE SAME AS X, EXCEPT O LEVITON MODEL #6775 SENSOR TO BE USED IN THIS u _ — DOUBLE FACE LOCATION. _ SA KIM10 _ VLA250W3 TOP MOUNTED HID HIGH PRESSURE SODIUM 250 WHITE HIGH POWER FACTOR EXIT LIGHT AND EMERGENCY LUMINAIRES LOCATIONS.BALLAST WITH JOB FOREMAN AND FLOOR PLAN I N G KIM 25'-0" POLE WHITE WITHSTAND 100 MPH GUST SCHEDULES PRIOR TO ROUGH-IN. 1 I a a a r r r a A [N T t R P A t■ ENGIN a I a a r NON TAPERED ROUND FIBERGLASS POLE MOUNT AT BOTTOM OF ROOF TRUSSES. MAINTAINING I 'C' _ 03 K a _ IN 18 CLEARANCE FROM ALL SPRINKLER PIPING. ! _ cop"* OMrf*cbb mbo INSTALLER.CDINAWITH � FOREMAN AND SPRINKLER L �. SB KIM VLA250W3 TOP MOUNTED HID HIGH PRESSURE SODIUM 250 WHILE SAME AS SA, EXCEPT C KIM 25'-0" POLE WHITE DUAL HEAD -- - SC KIM VLA250W3 TOP MOUNTED HID HIGH PRESSURE SODIUM 250 WHITE SAME AS SAO EXCEPT 12 TEMPORARY CIRCUIT LIGHTING. KIM 2'Y X POLE WHITE TYPE II LIGHT DISTRIBUTION 13OUTSIDE WALL PACKS AND POLE LIGHTS TO BE B x2 UTHONIA ELM-H SURFACE INCLUDED 6.6 ROUTED THROUGH TIME CLOCK, (TCj INTERMATIC WHITE EMERGENCY LIGHT T2005 OR EQUAL. 2 MEZZANINE FLOOR PLAN 14 TRACK LIGHTING TO BE 12" ABOVE VINDOW. 1/a" 1'-W 15 LUMINAIRE 'K' TO BE MOUNTED 10'-O" ABOVE FLOOR. 16 MOUNT AT BOTTOM OF ROOF TRUSSES AT MEZZANINE LEVEL TYP. 1 2C-15, 2C-17. 5 #10 110-35. 2 3 2 13 2 13 0 2 1 ,p, 2 13 • , ® rpr 2 13 2 13 ,p r A ro• •X FLOOR SAFE 2C-19. FDI A UNSWITCHED #10,1-C. '�'-� Lk 14 ,� 2C-•14,1 Or 16,20. 3 C ,H, n—n PH' r1 rHr ph, r H 0 ,H, THAN. 0' HIGH ,H, •H' •H• •H' •H' H , ' LES � CE 1 EM * FLfl • �u Lnj M1j a ♦ o I 28-2 0 171 UNSWITCHED UNSWITCHED 7 11 SERVICE BAY 3 WASHINGTON 0 8-22 � — rp. ❑ ❑ 0 0 0 -� �� i 2 13 r..AKE Gw R CNA R � 'W' 'H' 'H' 'H' 'H' 'H' 'H' 'H' UNSWITCHED em, OUARE C __ a UNSWTCHED 'J' [ AAL4NC[R r - R 2B-20. - =S SCHWAB LAT1K5 1'ART6 SPREADER A �� —' _ 8 e3! L En Ams V100 D[NG 7UeC 1 r ea! lltf rE9 — 0 I 28-• H 'H' I I�I i 111111 1 I 1 . ,C, 28 ILTIRE CENTER 1 U TOME GUNGE _ tat" Fj ... LOCKE . ' 1 14 2B-25. -- D ro, s I I III 'G' 10 - # r"' 'H' _ -- T AW, OREODN - - - HALLWAY TO -- —� 1"7�T HALLWAY Pip I 1 I U I Irill :1 a' ... . I r e UNS CHED - II ii 28-26. _ UNSWITCHED _ �o�r Nar p9113 X1 III I LL I i � II III OM - 99113101 11 1 A AGER 11 HA.. . A _ mom JEM o or 1 1 . OOQ 00 02 18 � HIMI I . .• TE ECOM 28-23. R+� aool�aor�r a C - O® 2C-6,27,29. -- - — C I 2 ABOVE E201 0 0 ,H, 'H' r�r� BLACK OUT FOR 2 11- E - E FUTURE UTILITIES E_ -- _- 2C-24. 'X' _ 3 " 27. .0I X I 3 16 rX. 0 1 2 13 PH. Oct TYP. Oct — 5 - W 0 SE NT •X, - 28-30. 10 ---_ UNSWITCHED UNSWITCHED _ --� aryp FRCV- (--�� t�'IN ,H, 'H' ,W. 6 'H' 'H' ,H, eH, .H. •Xt 10 #10 D .xf r r tp �cLIAMQ F 28-32 'D' 'p' rpr b, ,D, - .D, _ D EXPIRES:12 3t 00 28-34. 5 2 13 2 13 2 13 2 1 2 1 1 7 2 13 2 1 #1 p 2 2 13 ' I � 5 �IFi3T Ft..00F� [-L.rV� - I I I �NO Ott wlat 1 FIRST FLOOR PLAN - ELECTRICAL_ E201 Iltd. ��c ew o�wa 3301 FILE: 787KE201 EDIT: 04-11-00 O 21:49 BY JASONS PLOT:04-11-00 O 21:49 .,. ,...:,..,.. .•a..,w•.-.;...,w.aMW/iiMu -.. -. ., '.I .... -R K'n!F.. ^.�3u"+'!ki'r•' y.i`• -, .. .. ..... ,. ..r.•,yaM�•'e.o�aTlRnm'-` _ "moi.": j� 10 19 14 y 6 •� • a • Ilt �'IIIIIIIIIIIIIIIIII + + I I • (illlllllllilli IIIIIIIIIIII II lUllll�lllllll (��IIIIIIIIII,I 1111111 Illill I` 11111111111111 111111111111111 IIIIIIII.IIIIII 111111111111111 111111111111111 111111111111111 IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIII lift f �nntn Irn nll I nul r,noh I o1L 1 oldnl�l�lufl�unh}�Ilunh�mlhTi1n1d1Tfllmlh�rulhTldlnl iuh I w�l �I � '1�Q I 1�Ir �I I � � �� I '� {I , �I '�I • .. _..� � _ ._ 1I11h 1 uuh 1 Hour 1 1 nl�ludrl�nnh 1 udu I nnllti<i uuh nnl�oob 11a1h a uuluu I�I 1 u d1 1 ouhTfilnohi auuh�� .. .�. ....r. -.,'-_.,.... ... -_ _ .,�.,,. -•�:...•..:..r..w,.�.... res.,..-, . i gl�..rl+Mll+w .w. ,�. •' •'�* `R t •,af ,.k r 1 2 3 4 S g NOTES THIS SHEET GENERAL NOTES C ERIIER FY LOCA 0 ROIiC.TION OF LL OUTLETS ON THIS PLAN LITH ® DED CATED 1M VO MDU LEX RECEPTACLE FOR SECURITY 19 ��L� LIN'nG'ONS. CEPTACLES TYPIC kL of ALL ® RPARTS WASHER IS A COP" CONNECTED ECEPTACLE WITH MANUFACTURES CORDDC,IP MATCH � ELECTRIC DOOR MOTOR- 1/2 HP, 120V. HOOK AS \ FIRE HORN STROBE LOCATION. INSTALL 4SQ.x A. LOCATIONS OF EQUIPMENT AND CONDUIT RUNS ARE APPROXIMATE AND REQUIRED. CHECK WITH DOOR CONTRACTOR TO 2 11(8* BOX FLUSH WITH NO MUD RING AND STUB 2 INATED NTH OTHER TRADES TO AVOID C04FLJC7S IN MAIN SERVICE E'AUIPMENT, SEE RISER DIAGRAM, SHE_T 4/E401 p VERIFY DOOR ST'�1.E AND HOOK-UP. TYPICAL OF All 1/2� PVC CHASE: TO AVAILABLE DROP CEILING LIMITED SPMUST BE ACCESI. CONFLICT'S ARE 0 BE BROUGHT '0 THE ATTENTION OF O 10 AIR COMPRESSOR. 20AV, 15 HP ROTARY SCREW. 3 1. © DEDICATED 120 VOLT CIRCUIT FOR COMPUTER. IG 9 © THIS ROAM MIST COMF�LY HATH NFC ARTICLE 511. SHOWN. AREA OR ROOF TRUSS ARE i. UP 80 TO THE JOB FOREMAN AND RESOVLED PRIOR TO CONTINUING WITH THE WORK. VERIFY LOCATION. (.0 NE!,T AS REUViRLD. STARTER NOT RECEPTACLE. 20A, SEPARATE HOT, NEUTRAL, AND INSTI.!L ALL ELECTRICAL EQUIPMENT 54' ABOVE SLAS. BOTTOM OF BOX AFF. O 1.', TERMINAL METER BASE CONFOi<M WITH REQUIREMENTS REQUIRED. DISCONNECT 110 REQUIRED AT THIS LOCATION. GROUND. 1200 WATTS. USE GFCI RECEPTACLES WHERE REQUIRED IN ALL PROVIDE 1/2" CHASE FOR LOW VOLTAGE WIRES FROM B. WHEN INSTALLATION OF EQUIPMENT OR CONDUIT REQUIRES CUTTING, JF SERVING UTILITY. SERVICE AREAS.OUTLETS 18" ABOVE SLAB. DOOR OPENER TO CEILING SPACE. CHECK WITH DOOR �9 PULL STATION LOCATION. 48 AFF, 4SQ.x2 1/8" BORINQ OR EMBEDMENT, VERIFY WITH JOB FOREMAN AND STRUCTURAL OMAINTAIN CODE WORKING CLEARANCES IN FRONT OF 11 SECURITY PAD LOCATION. LAN SINGE GANG PDX 21 HOT WATER HEATER. 1.65KW, 120V, 10. VERIFY CONTRACTOR +SND JOB FOREMAN FOR PROPER BOX ATH SINGLE GANG MUD RING. STUB 1/2 PLAN" PRIOR TO MODIFYING ANY BUILDING ELEMENTS. CONDUIT AND IMRE ALL ELECTRICAL EQUIPMENT. VERIFY WITH OWNER. HOR11ONTAL AT 60" AFF. STUB 3/4 CONDUIT CHASE SaZE AND STYLE WITH PLUMBING CONTRACTOR ® PARALLEL UFT. 708V. 30A, 10. SUPPLY 10' 10/4 SO OPERATION. HOOK ALL LOW VOLTAGE CONTROLS FOR PVC CHASE TLD AVAILABLE 4ROP CEILING AREA RUNS MUST BE APPROVED BY THE JOB FOREMAN BEFORE THEY ARE INSTALLED. A TO AVAILABLE CEILING SPACE. PRIOR TO ROUGH-IN. CORD. L14-30P CORD CAP, L14-3OR RECEPTACLE. 2 DOOR. DOOR C SNER AND CONTROLS SUPPLIED BY OR ROOF TRUSS AREA. C. NO RECEPTACLES BELOW +24" AFF IN VEHICLE AREAS. HOTS, 1 NEUTRAL R'=WIRED. SUPPLY AND CONNECT DOOR CONTRACTOR. TYPICAL. OF ALL SHOWN. 0� lO N, 90" �, SINGLE GANG TELEPHONE SERVICE, 1} 4 PVC SCHEDULE 40 CONDUIT 12 HVAC UNIT ON ROOF. 208V, 3i. Ct',NNECT AS REQUIRED. RECEPTACLE FOR SPREADER. VERIFY LOCATION AND 1) GE OT518108 OV,''K/8OOST TRANSFORMER ON WALL t4" BOTION,DE'TECTOR Ln:A, D. ALL RECEPTACLES IN VEHICLE AREAS TO BE OFI. WITH PHIL WIRE AT 36 MINIMUM DEPTH UNDERGROUND. CHECK MATH MECHANICAL CONTF'.40TR FOR EXACT LOAD HEIGHT. ADJACENT 10 UFT CONTROLLER. 4000 WATTS. ® GAS INFRA-WM. CHECK MECHANICAL PLAN AND BOX WI"H 1/2 PVC STUB TO AVAILABLE DROP /LQr�HRECT7 1 STUB TO PROPERTY LINE. EXACT LOCA71ON PER TELEPHONE REQUIREMENTS AND LOCATIONS PRIOR TO ROUGH-N. SCHEDULE FOR STYLE. HOOK AS REQUIRED. VERIFY CEILING AREA OR ROOF TRUSS AREA. /'1i tiv � E 1r�/ ��J COMPANY. VERIFY ALL REQUIREMENTS WITH TELEPHONE ® RECEPTACLE FOR PATCH �'LtvCH. VERIFY LOCATION AND 31 4 POSTER UFT. 2080, 30A. 1M. 10/3 S�0 Cr` ND ALL LOCATIJNS WITH JOB FOREMAN. Cx�R CONTACT LOCATION. STUB 1 COMPANY AND JOB FORMAN. STUB INTO BUILDING UNDER 13 04STALL RECEPTACLE (IN NVAC UNIT. FU,SH AND RECENT MATCHING CORD CAPS. COED CONNECT F H ING. ® /2 PVC TO / �AV0#A TELEPHONE BOARD. COUNTER FLASH ROtjF' PENETRATION. COORINNATE FOLI.OW ALL LOCAL CODES. 400.. WA i i. � WEATHER-PROOF J-BOX AT 18" ABOVE FINISHED AVAILABLE CE'UNG SPACE DR ROOF TRUSS AREA. 01 NTH MECHANICAL CONTRACTOR. 4 CONNECT UNIT HEATER AS REQUIRED. COORDINATE Gr.ADE FOR IRRIGATION CONTROLLER. STUB 2) 4" SEE SECURITY SHEET' FOR DETAILS. COORDINATE ML anD 01 1011 © ELECTRIC WALL MOUNTED HEATER MATH INTEGRAL THERMO ® PJC ABOVE GRADE AT 9UILMNG FACE AND TO YN?H '� FORMAN. 1j'�, an me WITH MECHANICAL CONTRACTOR. PROVIDE AN ISOLATED GROUND RECEPTACLE FOR 090 STAT. 1000 WATTS, 120 VOLTS 14 COORDINATE WITH MECHANICAL CONTRACTOR FOR ALIGNMENT MACHINE THIS AREA. SUPPLY 1 HOT, 1 I ANOSCAPING AREA ACROSS DRIVE AND MAR'' END 4 STEEL WIRE GUARD. UL LISTED FOR FIRE ALARM 1elA� �� O7 SERVE RECEPTACLES SHOWN AT SALES COUNTER MOUNTING DISCONNECT DIRECTLY ON HVAC UNIT. ® PROVIDE 4`x4"x2-1/8' J-BOX WITH SINGLE GANG MUD NEUTRAL, AND 1 GROUND FROM PANEL. 600 WATTS. OF CONDUII IN THIS LOCATION. VERIFY LOCATION PJRPOSES. RING V�ATH 1" CONDUIT SLEEVE TO CEILING SPACE FOR WITH JOB FOREMAN AND SPRINKLER CONTRACTOR UNDERGROUND FROM NEAREST LOACTION AS 1S PROVIDE 1/2" CONDUIT FOR THERMOSTAT WIRING. TELEPHONE AND COMPUTER. PROVIDE SEPARATE 120V, 20A SINGLE RECEPTACLE WHEN UTCUTIES ARE INSTALLED. � 36' BY 48" BY 6' DEEP NEMA 3R, HINGED LOCKABLE REQUIRED. STUB CONDUITS 6 ABOVE SLAB. o INSTALL J-80X HORISONTALLY, UP 60". ® DOOR, CABINET 3/4 PLYWOOD BACKBOARD FOR THE VERIFY LOCATIONS WITH JOB FOREMAN. FOR BRAKE IOC T VERIFY LOCATION NTH JOB TELEPHONE TERMINAL BOARD. ®3 SHOW WINDOW REC�PTA('LES PER NEC REQUIREMENTS. FOREMAN pRlOf: TO ROUGH-IN. 1S�C` WATTS. ® FIRE-PROTECTION SPRINKLER COMPRESSOR. 2080, 16 RECEPTACLE FOR 'MATER CHILLER. VERIFY LOCATION MOUNT WITH BOX CENTERLINE AT 10" ABOVE WINDOW 30A, 16. VERIFY LOCATION. � DUPLEX RECEPTACLE AT ROOF TOP, MOUNT AT BACK O RECEPTACLES FOR COMPONENTS MUST BE MOUNTED IN AND HEIGHT. 120V. 5A. HEAD UNLESS NOTED OTHERWISE ® SPIN BALANCER. 206V, 20A, 31 RECEPTACLE. VERIFY OF PARAPET WALL. HANDY BOXES (2"x4") TO ADHERE TO SEOLN UTY AND LOCATION WITH JOB FOREMAN PRIOR TO ROUGH-IN. 41 SPLAKER LOCATION. ROUTE 3/4" CONDUIT TO TTB 11j T C R F A C 1 EOGINEERING TELEPHONE COMPANY SPECIFICATIONS COORDINATE 15 USE QFCI RECEPTACLE IN THIS LOCATION. © TV RECEPTACLE AND CABLE OUTLET BOXES VERIFY 3000 WATTS. WITH PULL WIRE. ri COILING FIRE DOOR. SNNGL.E GING BOX. STUB 1/Y c....,,i.c 14114..r. POMIM HOOK-UP TO SECURITY EQUIMIENT WITH HEIGHT AND LOCATION 1M1H JOB FOREMAN. TYPICALLY PVC TO ROOF TRUSS AREA SECURITY CONYRACIOR. 16 OfIFFEE MACHINE. VERIFY HEIGHT. 1200, 20A. ® PMTS CLEANER. 206V, © �" 64 AFF. STUB 3/4 CONDUIT � AYA11.118LE CEILING �►• 1M• fa.ffl.ofa w SEPARATE CIRCUIT. VERIFY LOCATION WITH JOB FOREMAN PI210R TO � FIRE WALL SLEEVES REQUIRED AT IRIS LOCATION 81 JRO GRANDER 1200 CORD CAP. � �� °f nm LOCATION FOR CABLE. FOR OW VOLTAGE CONTRACTORS ELECTRICAL ROUGH-IN. 9500 WATTS. CONTRACTOR TO SUPPLY AND INSTALL A +48- i;Q1 µ +48,, 49 - +48 J +40 +48 49 6 -- — — . — -1fr? FLUOR SAFE ® ULLL 4 WP Ono #10 fl0 RE 7�T8 +48 +��, 11 : C 44 rp Gfl 2A-7 . 2r-8. I'C 1-1/ WIRED 7 ® ,9 ® 2A-36,36. W�,�U W R ON R 2'-0" H GH RACKINGOM LESS 2C-10. © II 2A-34. r �'RE MAARREE 28- . TO 10 ABOVE 2A-12 2A- 3 t► t► o o ♦ t► ♦ TT1� �"--o L('ZKER ❑ ❑ ® 2A-25. I ROOM —6. C� / C-' - 1 9 Y,, __� Cfo„r..� T2A-30. 2A-32. 1-1 ?"C. 1•C �.� 41 NIUe UP W/PUL �� SHOWROOM 26 20 MDS U8 NB TM CENTM o A VERIFY LOCATION WITH (� WALL TO 1 ! 7 II ❑ L_ 1 ;0,/ A LES SCHWAB ""R �c,u3 Ng� 15•-0• { j 28-4. 7 [`-- 31 �+24" ABOVE MAIN FL00R 2A-14. 2A-19,21,?3. TO - W- Cw,,weR 2A-28. 21 TO 28-8. I 10 GTO TTB _ n,Ra �..wkCR e.LAWER TTB r 2A-2 . 2A-16. 9 26. _ -1/2"C• / / 4 I " /PULL 401 IG /f�24- AIN FL !-PANEL '2A' a tA1K C' Wl1LL C. 12 RE / 28-6. MDS 711 IISOUARE 8 . + ez+ 4 t ve 5 WIRE reg -- r - -�� AC-1 B MDS h I i I ( I I + 4'. TOI'LFT / 79.OMCA,206V,3t1 II --- — — I I I o " ULL TO t t /CU 1LO)WCZ W/PULL Wn is LES SCHWAB I f i 111 i 1X11 I RE rm / ® t / SW,,2 111 ! 11128 3.II—I'll i � If STi II 2 MEZZANINE FLOOR PLAN i I I I I I _ IN - 1'-0" 1 I. I Lll I LII 111 I _ 16 2B-14. TIRE CENTER HALLWAY C. LOCA'n 28-2 ��---�T I 1 44 —_ I W U AMIINA&S SCHWAB II +15'-�AFF rVE AT /. WIRE 4 (•^—r -� D 45 O IA11 IT I�1T1�1 f{ITE1 i I T1 LTi- 71111.111—fl, I __ _ TIQ YU, OREGM I I I�,�111 I f I I 11111 PAN - OM 4 m II IRRIGATION Y �L — t�f p I�L__L _. mft _ _ I MANAG k'�C-11 - 44 CONTROLLER11t --- �� _ _ I I MEZZ. TIM I IAL 1 ❑ 48 1 I I I I I I I I I i I IIT i I i I I T BOARO..(TTB)\ 28-1 �. 120Y,10 - METER CENTER•- 9 �i� 1't" I I I I 1 � � 1Ti�TiTf 1�T1T1 I I T I �Tj V � 2B•-1 D. � B-',. II rRaxcr aa, 99113, ® 1 I I I I I I III I I I I I LI �-��„�ri 6 ttt 16 0,1200,1• Q t*o 99113101 lull 1111111111111111 1*LllL 1 !1 O _ 3. t 43 oiwrrf JEM C., 02 16 GAS METERS-- - -- _ _`��' p (REFER TO r %2A-39. -�` - — _ PLUMBING LJ __ �' �'"� ?"C. AT 1"C. TO AI 2 H-1 r `+ .� - +15'-0" A OYMINLL TM I PLANS) UH-1 WARE 1200 I G�� r--r-1 rT -1 - 0 . AFF ® `� _ _ __ ._ .. L II TELEPHONE ------ - TEMPORARY ` 120V BLOCK OUT FOR l� FUTURE UTILITIES CABINET —�_ .- .�—---- 2C-4. WIRING `MAIN DISTRIBUTION PANEL W5S E 44 —�•-� T- ---, � �1 O a5 WAREHOUSE FUTURE TENANT II C--j--- ---j-- --�__--�� 4r Lr 50 � 2C-9. #10 II PR4,r� �� 44 IMO � v ��t3 I NE ss� •- D _ 77777= D I!, 16.4,%Cb II ��Cl1AM Q�G I I FXPIRES:12 31 00 F EMIT WIM 1140"OT FLOOR PLAN POWI i ow n0u 1 FIRST FLOOR PLAN — POWER E301 / . . 1 8 - it-on 9786 eNm Rd. 34 Of of r FILE: 787KE301 EDIT: 04-11-00 O 21:49 BY JAS014S PLOT:04-11-00 O 21:49 u1�v no. too ,,, .,.IRI"„Mq,w.'-w`n.r ..�_�a --••►•—,•y� I ,�.� ' 2 6 10 12 14AN 6 , . •. II+I � ,LI �I�IILIIIIIlllliillliil�lllllll (IIIIIIIIIIIIII 111llilll��I�1� !��IIIIII�I �i�►��i��l�h�4 � ��II�II �I� IIIIIII I I t IIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIII,III IIIIIII�IIIIIII IIIII,IIIIIIIII IIIIIIIIII Irn,h► , .. ~. 1611inu t rnr6 itul t nrldfilnuln Ilnfilwd,�InntiTtiltndilElnrdAkllnl � � � igil . ��uitfimdrilRIAN101�nnitRilwiliifi{raiinTilmdrtfilnn6udA1/Irndi7filuuhtlmdni �Imih�ilnnhlIon6i�InnhiS _. _. - .._.._........n... ....., ,.....,-..-..-�.-..... ..-..., ...�- -+.:.-+. .,...�.,.,.,...r...:....�.. .... ..,.,.. .v.:•su..«..+.r..�..��. a.r,r.wn+•ew.Wv w..,-m-., ....a..—..•....�,-.....—.,.........�r_w-n..a...�a..-...w...,�..:.. re..,.- w.. ,...:R.e. ....... ,. ..,, _ � .. y, n� W+. ie 'oil .......,. .-.�„ I All niF<•'� •t�r •'r 1 2 3 4 5 6 P•IrWi 2A PALE. SCHEDILU WOUP IE! P9757 WASHINGTON SQ. LES SCHWAS 120/208V, 3Ph, 4W. 200A Bus M.L.O. SURFACE MOUNTED 3-Apr-00 1 NOTES THIS SHEET cription Load d Load escrlp ion t. Na. Location VA T e Am Palo Phase Am Pole VA T • Location No. LIOUIDTIGHT FLEXIBLE CONDUIT 1 R- WAREHOUSE 900 R 20 1 A 20 1 100 R R_ ALIGNMENT PIT = TO EQUIPMENT O1 PROVIDE COPPER CONCRETE ENCASED GROUNDING • MIGATION CONTROLLER r_ 200 R 20 1 M 20 1 900 R R- WAREHOUSE SERVICE AY 4 ELECTRODE AS PER NEC 250-94. CONNECT TO METAL R•- WAR SE AUGNMEN PIT ow R 0 1 C 0 1 1 176 M MOT • L101fg11GF1T CONDUIT BUILDING WATER PIPE, IF AVAILABLE AND BUILDING R- FMC FT 31 0 C 30 30 CONNECTOR (USE PIP£ JOINT STEEL, IF AVAILABLE. A • 1 0 --_ _ ____ - ___..__ "- • CONFOUND FOR WA O A�.L NEW SERVICE PANELS, DISCONNECTS AND 11 R- SERVICE BAY R 20 C_ 20 1 117 M DOOR MOTOR REAL f0 COUPLING • DOOR MOTOR 1 1 6 M 20 1 A 20 1 1 G BRAKE LATHE 14 BREAKERS SHALL BE 'GE'. 'SQUARE D'. 'CUTLER RIGID COUPLING, ROOFING BOOT HAMMER'. OR APPROVED EQUAL APPRO"AL SHALL BE p� PARALLEL UFT 2,000 G 30 2 6 20 1 1,500 G 9RAKE LATHE AND SEALANT BY ROOFING IN WRITING. 9 --- 2,000 G --- - 0 20 1 1,176 M DOOR MOTOR 1r CONTRACTOR wm AI- CH UM I PARTS WASHER 3,167 G 30 3 A 20 1 1.500 G EURO CHANGER >� O ALL BRANCH CIRCUIT CIRCUIT BREAKERS HATH MINIMUM --- 3167 G --- - 2 3 C SPIN SAL ANCER 35,000 AMPS INTERRUPTING C^PABIUTY. I111N fIN AY��! 31 -- - 0 _-- - 300 G --- FORILAW Mrh r i� A 1 DOOR MOTOR 1 976 1 ---- - 0 --- MIN. 4' OVERLAP U4 AIC RA'i1NG OF HAIN SERVICE GEAR TO BE 65,000 DOOR MOTOR 1.176 M 0 1 6 0 1 500 G SPREADER PATCH BENCHE AMPS MINIMUM. CHECK WITH SERVING UTILITY FOR Td new om MOTOR 1 176 M 20 1 O 20 1 1 1 6 M DOOR MO w W;- ARCHITECTURAL DRAWINGS FINAL RATING BEFORE ORDERING MATERIAL SAX M BID OSB SPIN BALANCER 20 3 A 20 1 TIN 6 M DOOR MOT M , ROOF F04 MORE�AOnRi INFORMATION ON --- - G --- - 20 1 540 R- SERVICE BAY EEPER M ® PROVIDE TWO 3/4 CONDUIT STUBS TO ACCESSIBLE --- 300 G --- - O 30 1 500 G UFT M CEILING SPACE OR ROOF TRUSSES FOR FUTURE WIRING R- MEZZANIN R 1 A --- 1500 --- AT SUB PANEL LOCATIONS. HEA 1 1 � 176 1 O �0 1 _ _.. y„ :i"..�.,• {�^r `t; J : ,,:"•4'.y`•:}.}.•,N t © VERIFY SIZE OF EQUIPMENT EN TO BE SIJrPUED WITH LS ,�* rrr �` ,� �,+,'y ;�.4r�•••;A ` ,,f, ,t•*4w}7 CONSTRUCTION BEFORE WIRING. Total Connected Load: Ph A 16.895 VA 141 A i '',!..:' ti r; t,• ^ ; ! ^• :.r;.,... ,i•,r +j r,.•, l N Y■Ii F A C t ENGINEER 1 N G Told Connected Load: Ph 8 14.703 VA 123 A O INSTALL SQ. D J9200-9A UGHTNING ARRESTOR ON K Total Connected Load Ph C 16.122 VA 134 A MAIN SERVICE OLAR. 'Maximum' Phew Connected Load: Ph A 16.895 VA ou+.•1 Oso abbdnIob ULUL� THY Oalnmbd Led p X M adwm l 50,7 KVA 140.8 AMr• TdW Dossed Lead 47.7 KVA 32.6 AWO O 2 4` PVC SCHEDULE 40 WITH MINIMUM 36' RADIUS RI010 CONDUIT SWW CONDUIT FROM C.T. ENCLOSURE DOWN TO SUPPORT BLOCK-/ MINIMUM 36' BELOW FINISHED GRADE. PROVIDE AND RIGID COUPLING MISTALL CONDUIT AND PULL ROPE TO TRANSFORMER LOCATION AS REQUIRED BY SERVING UTILITY. E.M.'. COMPRESSION CONNECTOR UNDERGROUND SECONDARY CONDUCTORS BY SERVING B P" � PANS- SCHOULE LEI 4787 WASHIN T S W CONDUIT STRIP UTILITY UNLESS OTHERWISE NOTED. PROVIDE AND E.M.T. CONDUIT, FASTEN TO ROOF INSTALL CONDUIT AND PULL ROPE FOR PRIMARY 120/206V, 3Ph. 4W. 200A Bur M.Lb. SURFACE MOUNTED 3-Apr-00 STt%JCTURE IN SUBSTANTIAL CONDUCTORS MOM TRANSFORMER LOCATION TO POINT cod d Deecrlptlon MANNER OF PRIMARY EXTENSION IF REQUIRED BY UTILITY. Na Location VA T Am Pole Phase A Pole VA T locution No. (COORDINATE ALL 7RENCHING AND BACKFILL WITH JOB FOREMAN AND EXCAVATION CONTRACTOR.) PAD MOUNT 1�RESTROOM f•XHAU!rT FAN /1 M 20 1 A 20 1 720 R 12- SHOWROOM = TRANSFORMER LOCATIONS MUST BE COORDINATED 1MTH MACHINE COFFEE 1 . 1 2 1 7 R R- K R JOB FOREMAN AND SERVING UTILITY. COATRACTOR MACHINE 1 1 O 1 R R- BOOKKEEPER • MUST OBTAIN WRITTEN VERIFICATION PRIOR TO M_A WOWROOM R 20 1 A 20 1 1 R R- LO(,(ER RM CUSTOMER LOUNGE • INSTAUATKIN. COORDINATE AND COMPLY WITH ALL R- NK Fd�N AIN t WAaM 1 0 M 0 1 20 1 R R- MANAGER, TELECOM UTILITY '° 2 CONDUIT THROUGH ROOF REouIREMENTS OF lEIAVINO UTILITY. EXHAUST 1 M 1 A 20 1 1 L OOM LIGHTS 14 NO SCALE 600 AMP 05,000 AIC MMIIMUM 120/208 4 WIRE MDP. R- TELECOM 1 R 1 0 20 1 1 SERVICE BAY UGHTS N !D( MAIN BREAKER MAXIMUM. SERVI AY LIGHTS 1600 L 20 1 C 20 1 1 SERVICE DAY LIGHTS VI UGH M 11600 z5 i SHOWN LIGHTS so AY 0 1 1 SHOWROOM GH 20 1 O '0 _ 1 t t TS MOUNT BOX TO ROOF TRUSS. SH U 1 20 1 A 2 1 t RESTROOM, LOCKER l W LIGHTS 1 L 20 1 6 20 1 MEZZANINE ',MTS _ •r W TS 1 00 70 1 C 20 1 1 EX IOR LIG1HT$ Hb OPEN-END EVE BOLT ANCHORED TO ROOF ThJSS. w TS 1 20 1 A 20 1 700 EXi: IOR LIGHTS �! E TS 650 0 1 20 1 750 EX LIGHTS 64 _ 9 C 20 7 CORRIDOR1CHr,, 0 0 0 OU TS 1 1 SP WAREHOUSE LIGHTS 9200 L 1 6 20 1 2 L EXIT SONS STAINLESS STEEL CORD ORIP a- FIRE-RATED _ ARD W OUSE 13GH_T 1,200 1 O 20 1 SPARE CONDUIT STRAP CABLE ORDERED.VERIFY SZE WITH ACTUAL AT2 CORMERS CA VARE N 0 X. HELD TOGETHER WITH 2' Total Connected Lood: Ph A 13,265 VA 111 A JUNCTION BOX WITH LUMINIARE. WITH MIN. DRYM'ALL SCREWS ON 12' C Total Connected Load: Ph B 12.322 VA 103 A COV1Jt PLATE. TYPE 'SO' OR 'Stl CABLE LITH GROUND. OF 3 TURNS OF TASTED AROUND CENTERS. TAPE AND W.AL PROVIDE PASSAGE FIXTURE �,.,�� SCHWA® y� �� Total Connected Load: Ph C 15.659 VA 130 A ITSELF WITHIN 1 1/2 SUPPORTS AND CONOUIT.O(VEIlLAP 'Ma3dmum" Phase Conneoted Load: Ph C 15.659 VA VERIFY EXACT EOUIPMpENNT ITSELF FIXTURE 3' ALL AROUND. lIORF.S 71011010 anr 1 Llsd�X Wsisua% 47.0 KVA 130.5 AMIM Tbid L'af�snt6 Lend 49.6 KVA 134.9 AMrM � LOCAAND TION ORIENT POINTS FIXTURE AND TOP } PRIOR TO ROUGH-IN. STAINLESS STEEL CORD GRIPS. WASHIN MIN. P"20 PANEL SCHEDULE 10PRx ecm IEl 9767 WASHINGTON SQ. LES SCHWAB DANIEL WOODHEAD SERIES 3000 120/20OV. 3Ph, 4W. 200A Bus M.LO. - SURFACE MOUNTED 3-Apr-00 PENDANT TEFLON BOX. SOUARE t �+ L. Loud ton t• TWO SINGLE POLE BACK TO CEILING No. Locution _ VA T Am Pole Phone Am Pds VA T Location Na � BACK DUPLEX RECEPTACLES U 1 L 1 L ST GH MATH INDIVIDUAL SPRING Sl TS 1.104" 2 1 1 1 H ' -1 LOADED DOORS. L UMI16� M_2NjW T SIGN 1.000 L _ 0 20 1 1 H UM- • LES SCHWAB 7 MONUMENT SIGN 1.000 L 20 1 A 20 1 160 R R- ON '400F TOP • • R- ON ROOF TOP 180 R 20 1 M 20 1 160 R R- ON ROOF TOP 10 LUMINAIRE 1r SPARE 20 1 C 1 660 L FUTURE TENANT >e RECESSED MINA E f 5P'IRE - 20 1 A ZO 1 1 706 L TRACK LIGHTS U MANSE 19H 500 20 1 0 20 1 I ;� L TR^� LIGHTS 3 PENDANT MOUNT BACK TO BACK: RECEPTACLE TIRE CENTER 5 IN FIRE RATED CEILUNG MAN GRH 500 :0 1 A 0 1 7 TRACK L*HTS NO SCALF. NO SCALE M WATER HEATER 1,650 H _T 1 M 1 800 BOOKK ER LIGHTS PER U.L FIRE RESISTANCE DESIGN NO. 0242 (1 TO 0 C'OOR MOTOR 1.176 M 20 1 O 20 1 660 L FUTURE TENANT LIGHTS 04 2 HOUR FIRE RESISTACE RATING) p a YRAREHOUSE LIGHT' 1 Ci00 L 20 1 A SPACE � >M 11XRM, �WV V WAREHOUSE LIGHTS 1,600 L 20 1 M SPACE • w OUSE LIGHTS 1Rf)0 L 20 1 C SPACE •0 N WAREHOUSE LIGHTS 1,600 L 20 1 A SPACE N ARAEH JJSE LIGHTS 1 0 1 A "44 (1� 46 wAREH LIGHTS 1 zQ 1 '- SPACE » COPPE�� FEEDER SCHBC�ULE LOADSUMMARY GTON 46 SPA A SPA 80 SPACE _ 6 SPACE dO � (IES SCHWAB ONLY) m om o►mi 99113 w SPACE _ C SPACE 4S - -- Total Connected Lood: Ph A 11,292 VA 94 /� CE) 4 #2 CU THWN, 1 f4 CU GNn., IN 1 1/2' C. CONNECTED DEMAND i+ue 99113101 JEM Told Connected Load: Ph B 11,780 VA 98 A Total Connected Load Ph C 10,946 VA 91 A CH) S C GENERAL NL,`!d-CONTINUOUS 29.5 KVA 29.5 KVALOAD /.2 CU THWM, 1 �4 CU OND.. IN 1-1/4" C. L L.ICHTIMG 58.6 KVA 73.5 KVA sora 00 02 18 'Maximum Phase Connected Load: Ph B 11,7(x0 VA R RECEPTACt.ES - TO 10 KVA 10.0 KVA 10.0 KVA �Vaoft Tdd Cwrdsd Lmd 1X1 X MmOwj It 315.3 KVA 96.0 AIlM Told rAwAW Lssd 41.1 KVA 114.3 ALM 2004 4 /3/0 CU THWN, 1 #3 C U ONO., IN 2 1/2'C. OVER 10 KVA 8.4 KVA 4.2 KVA PANEL PANEL PANEL H HEATING 4.7 KVA 4.7 KVA 2A 2B 2C -- M MOTORS 41.9 KVA 41.9 KVA (H) 3 SETS OF (4 /300 KCAIiIL CU THIAIItI, 1 #3/0 CU CND. IN 3 C) LM LARGEST MOTOR 16.6 KVA 20.8 KVA 3 3 3 170.0 KVA 1 2 5 2 5 2 5 COMPRESSOR�7J�ACP-1 08V,30 184.7 KVA O 208Y/120V, 3r,4W � 513.Q AMPS r�F F ti TORK SERIES 2100 � •--- �---i_ --- •--- � -_ �• � -- • -- -- s '-.-.• w -� PHOTO ELECTRIC CELL. �PILOT DUTY ONLY. \ E (MOUNT ON ROOF A: -�. _ 1200 AMP BUS _._ I cm -IkETER BASE PER POWER COMPANYII AIMNORTH) ! REQUIREMENTS. TYP.I � I I 2004 2004 2004 1003 1003 I DIGITAL TIME CLOCK, L - - _ TERMINAL CABINET 200DA3P . NAMEPLJITE. TYP. I 24 HOIMt, 7 DAY � - --- - - RE k I 1 0 *--" SCHEDUUNG TORK 60OA SERIES DGIGO WITH , _ _ _ _ , I I �, I i RESERVE POWER SPARE MANUAL OVER-RIDE ' - - O I 200�3P I I NEUT. BU�� _ I I �J 200A 200A 200A 100A 'ODA 1ODA I SW. D.P.S.T. P&S �� -�--- 8004 3P 3P 3P 3P 3P 3P NO. 1270. `, I , I I ------ 2� i NGTH I 600 AMP BUS _� C>iROIJN� 8US CONTROL POWER A TWO 5 INCH CONDUIT I I I I -2/0 ALVERIFY VOLTAGE. NTRANSFORMER NY _ �, BARE COPPER CONTACTOR Cl METER CENTER - -- V1 - WEE FOR EXTERIOR CONCRETE C BARE 1MAIN STRIBUTION SWITCHBOARD (MDS) AVULAM FAULT DUTY ORCOMPONENTS SHOWN IN CONTACTOR C2 NICHT LIGHTS. COPPER TODE:ACTIVAT® CONTROL FOR AU IGHTS. C2 (DUSK 0 DAW1H PAD/VAULT PER TELEPHONE -- ------ 'A206Y 120 VOLT. 3 PHASE, 4 WARE IS 46,914 AMPS PER P.G.E. 7� 14.POWER STATUS, NIGHT LIGHTS. I I I T ) POWER COMPANY TERMIN - -�---- 4 5 6 7 B P '�/CLIA,2C-1. SITE LTS. 28-30. REQUIREMENTS EXT. BLDG. LTB. w I •�f--1 I�--F- EXT. BLDG. LTS. 3 C. �� EXPIRES:12/3 1 5O CONTACTORS: SQUARE D. 2C_2 51TE LT'S. 26-32 -- ------ CLASS 6903 T11F'E 1 . 2C-3. �-^�i�--J- SITE LTS. 28-34. ! I�- I EXT. BLDG. LTS. SEE SITE COLD 10'-0' BUILDING MIN1W)M OF THREE I I I PLAN WATER C4R0UN0 STEEL ?.OFT. REBAR IN F �-}- SPARE 28-33. I} ID(T. BLDG. LTS. PIPE RODS AT CONCRETE FOOTING/ �►ante -I SERVICE FOR FUTURE TENANT 20'_Q•C/C FOUNDATION E, ECTRIC,L �rA LS 28-3'3. --L•-�I F--�•- EXT. BLDG. L15. AND �� •-6 ��- - !PARE 1• EXTERIOR LIGHTING CONTROL 4 ONE LINE POWER DISTRIBUTION [DIAGRAM � mb NO SCALE BOO AMPERE, 200Y/12OV, 3 PHASE.. 4W E4a 9385 OW onenb"Rd. • surn•oem slot » FILE: 767KE401 EDIT: 04-11-00 O 21:50 BY JASONS PLOT:04-11 00 • �F.nn,•n...w,.-+ena.q'.r.rr.•+ae+lUw.+...+.vxr-w.•swr..wi-+ ''•`�1,7R",` ... ,. ... ..._._....._.._........-..-_�„�,��r _ .. .. - - ......__-. .4ow.,wa+r.:-u.cawr•r� III Pians:`1i1�1'x,-,•�v- w.r�.rs7�wll�••r-'. .-• _ `.r• 'ate-' -"}- r. - ,. - �. i , 2 � ° 10 12 I4 � t6 } t J • �.. 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TEST X" `J Z - -- .- ---- ---- - - - --- - -- -- - - --- - • c � 0-4 r r .► 1 2-11 _, - 7-7 7 2 5 7_, 7_2 21,11140 S c9 we } LZ/ 1 AU g 4 9 CL� 1010 1 J-e I L-1 1 , , ® 1W 44 'S [--W]2j 1 Oil, V♦ �� I I 1 _�, I 1 I 1 = I I I -12' 4 _ P21 ttJ K 0-e 2-11 1 7-7 7 S- 1 7-1 7-2 5 Is: c t�j ,' 4 1/z, 13 L2gi-t �� REMOTE AREA O �^ I 1 1 1 I I I I I Sti I 1 1 I 1 �~ 1 U 4 I I '� 1 1 1 I I I 1 l 4 ' JI�) 1 1 t l I I 21 CI oII ' ,j 60/2500 SQ.r 1. rI 1 1 3-e e-4 1 t r 1 1 1 1 1 1 1 4-0 6-0 1 , 1 4 I I c -, Ir —21 A9,/ 0- 'w I 1 I I 1 1 ® I ®Cn' I O 1 1 0-e 2-11 1 7-7 1 7 1 , 5-11 1 7-Q1}� 1 7-2 1 5 1 1 1 I I I I - I SERVICE BA J 1 I I ► I W L, , 41111, L1 -�� i I I I 'r I ( �� I I I _ I 01 41 �� 2 1 1 1 I I I I I I t + 1 ! 1 2} i 1 1-: ° }ILF _�L 0�9 e r I 4� 0-e 2-11 1 7-7 7 5-11 7-1} 7-2 S L2 11/z1 ' I41 L1/21 ®/ t2 7-1 101 1 3-e I 6-4- - —�^i 1 - — 1 �1 0 4--0 I e-0 1 1 t G-G 1 CrG/1M t Gni G-C/111 1 I I 1 I 1 I I I ® L 1 ® 1 ® 1 1 ® I I 2} (, cc _ I I s_. + 9 s _ 8 o-e 2-11a-1 7-7 �y 7 I S-t, 7-11,10 7-2 S 1 1 I I I 1 I 1 :} 1 I I I W ON Lit_A ® � 1 L,1�/21-9 ® 1 41 E 91; \ 1 2-6} 101-0 ti 3-e 1 5-4 ��—,d-0 I J 10-O 10-0 M 7-51 10-0 10-0 10-4 1 4-10 I 2a n V4 1 } z} q 4r, I 1 1 01-2 f 21 1 90-e 0-8 2-111 7-7 7V s-tl} 7-1} 7-2 -�-'5-'--b� -12' 2- 4 I -12 I l2/3 U/21 Ll/21 � ® W►-1 ® / t 11 I} 41s 1 11 1 ' 11 G� G-G- /SHOWROOM 9-0111 $- 1 10-0 11►-0 N 7-54 � 10-0 10-0 I� e - 10-4 t 4-10 e'' 1 1 I 21 1 / �T dI II 1 1 I I I 1 I 1 ^ 1 i— 11 STORAGE 0-e 2-11 1 7-7 7 2 a 1AR 5•-11} 7-1} � 7-2 — ,I - 2 � _ S L2/ 7 0/21-� / L1/71 �j -1 II W�+REHOU 11 t} t} , 3-9 2 1} 1} t} �- ,J G-c c-G 1w FI 4 G-G G-c/tt► I 7-6 7 6 7-6 7-e � 3-9 7-11 7-6 7-6 1 I e 3- L a^' U t 1} 1} 1 1 1 1 V 1� V I O QJ 1 1® ® I l I I 1 1 x I , 7-� 1 1 1-3 2; 4 e1 Y1 2310 190e ed d _�. _ - 4 -�'_4 �- �— p I N - 1 - 7 5-11} 7-1} �/ 7-2 4-5 - , G-0 G-G I G-G G--^ .W per h0t(rd cortwnodky, w Ll/2 0 HI H L1/211 "2/7M SEE SFR. 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P41 REVISIONS SPRINKLER SYMBOL DESCRIPTION w \ �«►rr.>reeewe, NOTE: SEE SHf FP-3 F% R DETAILS N I _ — �•• r ""•'°�/i AND GENERAL NOTES 7-r v rwerwr.rewmw is M le e1r ra es SYMB01 SO:F MODEL. WU(E FINISH SME TEMP K-FACTOR TOTAL E.G. BRACINu TYPE 1X2 Q 17/32 M VIKING BRASS SSU Zed 8.0 183 The intent of this drawing is to illustrate an automatic sprinkler system design concept AT RISERS ® 5/8 M-Et_0 VIKING BRASS UPRIGHT Zea 11.5 192 for the Les Schwab Tire Store located at Washington Square in Tigard Or. --- - u E__ —_� ,w a Final orr-gement, inch ding sprinker locations, pi roldKlq, component sekctiorls, etc., re,M / shall b� determined by the installing contractor m accordance with the appropriate lois Ids -- _ E.G. CON ECTMN IN TEFL (TYPE eu �. NFPA 9'andards, os adopted, and the local oullaity having jurisdiction.. C'nen that. the - structural design is predicated on the size and location of the main piping as LOWTv011+AL EARTI PAE 11RAU represented herein, deviation from this drawing, beyond those minor odjustmenle required FP-2 APPR"G AGENCIES �j r.raeu e.�.sc for system installation and coordination with other trades, shall have prior approval from HANGER Na 1C - _ I the owner or their representative. TOP BEAM CLAMP MAL SPIt,NK1ERS S1�UWN GN THIS SHEET LES SCHWAB TIRE CENTERS LS Construction Co. TOTAL SPMWLERS REQUIRED ON THIS CONTRACT , 384 0W Ornft"11111d. 011lre9.4o:9e 37 d 39 • f Irl a1104 .. ...,.,H, Awl, _, ? tbM 1? 146 I ' ' . 111 1�IiE1111I1U1111 III►Iflllllilil 1111111.lUIIIIIIl1111111111;Irtl�llllllllllll ill�lll I t �`` +II I M � ,� . ':,;. : , . 11111 ILII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIII ,� . . _ - _-- ,. I�dl�lmlhfimrh��nnlrthluldllTi�rmlli�inntltRrllnth�ImllTrl�ladiifdmddfi�Rldnl�ll�ud11�11mh1�lunhl�Ilwd1� } Init�1 n�.innl n and I ndIlfllminilnInnlII�INI kInlbilflludnt am <. ...,_... ....ae,.•. ,.w.......`.-+....dre,.•e..a-r. .s..,.,...._ -ems. ..._ .L,_asaA57.t1� .. ., n:�wf,M` ... ,. ... .,. « 1 .►. -,...+ ••rs.-..r-w..•.•-...e-,_. - __.. - e,. -• ... ,r... h,..—.0+LnWraVM1�YI�M/M }+NiIYIIrYbYn.UI�Mb '�^<. r<+�1+,wi M+u-+ir Ai � ri i v, I WICK UPRIGHT PS 200 x I(r 1 ATTACH POWER--STRUT TO 3 4 5 PS1100 PIPE CLAMP. RACK UPRIGHT WITH (2) OF PIPE 3/8' x 2 1/2" BOLTS _22--6' 29'-4' 29'-4" 29'- 37'-4' �_I(f AFF WITH NUTS AND WASHERS REMOTE AREA 03 _ :.LD TAB TO BOTTOM SEE_ SHT, FP--2 FOR OF POWER—STRUT OVERHEAD CALCULATIONS = B — y J 2 : t t t a 2 t a t 2p 2Aoki h10 h10 1-10 ♦ 2-1 6-3 ' h10 h10 6-10 6-10 a-•D Q-1 7-4 7-1 7-i � .� I� P� "� err ® ® ® � ® � � ® .• (7tE CitNTf R7iR LDDIFI) � g2 0 .. w' '�` M MM�'I, T w � � r R$` 1 t�ls � o� -- Z � 2 2 —PK a r-1 6-2Ila am _ — �, ; '•+I`' WAREHOUSE Wa 39 11 t 2 `. 1. '� t►-- a 6-2 1 . ;® 1 _ }• C ® -- Ir % Ing R11 1 i1. 1-0 4�n 4� 4�2� 4�X� ® 1�� 4 x �1-0 4� 41�1� mm.TMS MEA POOm m!r 3PIMSERS AT MW- SEF SHf*M-! m RACK PIPING North O z u I DD QQ � A O � � I I ` 1 1 1 I! 0 V UJ Nil � �: Qlr 00 P I o +' o � + Q RODvm tTnaT ZKI N J Y — - --�s6► 2 �C CI�N�1L DRY PIPE*LVE (w TO EXI 1'1r DEPT. 0". I rn Me` FJ MULEWAK" 11SE a Cm Ui -fiF)! YQWILVE M/ ING Ev"Mr - i) JI o ===Emu rAL, y� -�� y.,r RISER DETAIL BUILDING SECTION ALL DRY SYSTEM PIPING TO BE GALVANIZED — � is ALL GROOVED COUPLINGS ARE TO I3F OF THE RIGID TYPE 16 REVISIONS SPRINKLER SYMBOL DESCRIPTION UNLESS NOTED AS FLEX --- NOTE: DRY SYSTEM PIPING TO BE PITCHED TO DRAIN AS FOLLOWS: mm or mm � SY110o1 slim MODEL MIKE F1NI5H SME MV K-FACTOR TOTAL MAINS- 1/4" PER 10' MINIMUM The intent of this drawing is to Nk*rote an outomatic sprWer system design concept O 1/2 M VIKING BRASS SSU 155 5.5 1 LINES- 1/2" PER 10' MINIMUM for the Les Schwab Tiro Stonat bed at Washington Square In Tigard, Or. _ r 1/2 M VIKING BRASS - 155 5.5 01 Fmd mctuding sprinkler looat►one, pie roubrq, cort►porM►It selections, etc., — _ shall be� by the k*dfmg contractor in accardona with tl►. opp►oprzate QQ 1;2 M VIKING CHROME REC 155 5.5 11 xLkw-Ma�PI Mtn SchackAw 40 Schedule IOSThlnwatd wait NEPA stondards, a Ido� , and 1M bed authority harkq ction. Given that On Piping - structural design a predi dM on the site and location of On main piing as (1) 1/2 M VIKING BRASS SSU 155 5.5 11 DWI< Main Piping - Schedule 10 Thlnwalt represented Main, deviation from this drawing beyond those minor od4fter►ts re**w Riser Piping - Schedule 10 1,4nwatt for system bdaktion and coordination with other trodes, WwN hover prior opprovol from APPROVING AGENCIES the owner or their representative. FP-3 %M MAL& SPORM� rJam"�� 10 _ LES SCHWAB TIRE CENTERS LS Construction Co. 11011 lUP6.�.6116• 39 d 36 low- rr—..w, � !) �, .. .. .r �,,,•v. .N.y .'qi n:. ^It.9>>Nn r v OW 1 1 11 16 1 ! 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