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12000 SW 66TH AVENUE-2 r-0 C)3 C Iv o -MIM o cn N ' Ub£ SGC. LVAD 04, DGE• WAD R XIt Ap . T . 1{i 00 VY map � ©Etfv. son CIO �co !o0 13 I a) CEN. SEC, • CUSTOMER LOUNGE 1 � SALES gLO2!g S(2% I N \ CLOSMG Is SALEST 1 - 7A/t SAI ES WORK ROOM _ wZCV �'/ RHEA AL c 113 r- W V. e L.J 1 " •' . '• Y CH. I Rg. RATED lowipolz I 'A PPLO �. co , ' f� I �� I X73 f � ! " I - IC9 } -�$ ! 1 cc SALES T TAR c 1 8 v FX I Z f ca LI t I 6.F , L V ' � 1 tMN.t Mt411 Ct�y.�. ' ( "m MINIM so*c poop""Or seem Mmysc?"G0~ MID Am oaf to Im I ' MFOZZ It VrwR�a•w�R sn um ac prm 1 I 3, 2 b e* 6.F I 1tA�i a'� o- MCL � Ior~or Cho""Ift Jo e& a<re "A"sop sum em. �7 ( bn.l f111• 101 j Wy R I il PLO* ■ Dof IF THIS NOTICE; APPEARS CLEARER THAN THE � Di lOI.ClI UlIMllEiNITTHE DOCUMENT IS OF ,`vfARGINAL QUfALITY. I 1OCT T fg I1998l � Ti11111111111MICROFILM, �EiID! III � IIIII � 1' 111llIII1111f1fr1I l i � IlI � II � lIl � lI � III 1MAE i 111111III � lIi � t � , III � III �� IIf � tII � lI �` illl{Illllllil�lll IIII��IIIIIIIIIIH�I�IIIIL1111111111!!I!llllllil! 11i1�lIlI lili�l= ,�� .- . f il. I �IIfII Itlilif N llllllsi� IIfl1(�� illifl�ll itil��i�i s►►,�iinliinl�:��i�l��i��ii��s�� f i A. r 1 4 1 2 3 4S. 1 b c AFto S. W-OOKSI PORTIL". OR A LANDMA K FO 'Ho" OOD SHOWROOM R MOD L r • fTIGARD,12000 SW 66TH AVE OREGON 2_ I JIM CORLISSLANDMARK FORD OWNER 503-639-1131 r f•I FAX ""503-598-8363 g M SIENNA ARCHITECTURE COMPANY ARCHITECT 503-227-56'16 �a FAx 503-227-3590 I � �► J� u o ` e KPFF CONSULTING ENGINEERS CIVIL 503-227-3251 4 �►, B FAx 503-227-7980 KPFF CONSULTING ENGINEERS STRUCTURAL 503-227-32.51 FAX 503-227-7980 0 N rr 00 PAE CONSULTING ENGINEERS INC. MECHANICAL/El.ECTRICAL 503-226-2921 LL o FAX 503-226-2930 i :�e M - •� ac W BAUGH CONSTRUTION OREGON INC. CONTRACTOR 503-641-2500 < � FAX 503--643-0646 00 _ Z -- -� DRAWING LIST � ABBREVIATIONS CODE SUMMARY / BUILDI G DATA _ _ 3:: A E L R BUILDING CODE SUMMARY ARCHITECTURAL _ M t < Angle E East L Length R Rod-us ca O At EA Each LAM Laminate RD Raaf Dain .I g g 4 U.B. C. W/ OREGON AMENDMENTS & And EJ Expansion Joint LAV Lavatory REF Reference / AB Anchor Bolt EL Elevation LB Log Solt REFR Refrigerator l A0.I TITLE SHEET ACT Acoustical Ceiling Tile ELEC Electrical LI Landscope Island REINF Reinforced »> A0.1 DEMOLITION PLAN ADD Addendum E 0 S Edge of Slob LIR Locker REO'0 Required AF F Above Fn,sh Floor ENGR [cgineer LL Live Load REV Revise or Revision A1.1 SITE PLAN / ROOF PLAN V ALS Area Light Standard EP Electrical Panel LS Landscaping RM Room. EXISTING BODY NOP & OETAILNG @�G. ANOO Anodized EO Equal LVR Louver R.O. Rough Opening TOTAL AREA 16,303 SF A2 SITE DETAILS / Fi00F DETAILS EOUIP Equipment RCP Reflected Ceiling Plan A2 FLOOR PLANS 8 - ES Each Way M $ FIRST FLGOR (REPAIR) 15,078 SF A2.2 REFLECTED CEILING PLANS BC Bottom of Curb EW T Existing EZZANINE (OFFICE) 1,225 SF (LESS THAN 107. OF BUILDING AREA) A2.3 ROOM FINISH SCHEDULE 9 MAT'L Material ScSC So6i' Core 80 Board Ex? Expansion MAX Maximum SCD Scot Cover Dispenser OCCUPANCY CLASS: H-4 BLDG Building EXT Exterior MECH Mechanical SO Soap Dispenser BLKG Blacking F MED Medium SECT Section (B AT MEZZANINE - 1 HOUR OCCUPANCY SEPARATION EXISTING) A3.1 DOOR SCHEDULE / DOOR DETAILS B.M. Bench Mort MEMS Membrane SGE Semi-gloss Enamel A3.2 WINDOW TYPES j DETAILS BM Beam MEZZ Mezzanine SHTG Sheathing CONSTRUCTION TYPE V-IJ A4.1 EXTERIOR BUILDING ELEVATIONS FA Fire Alarm MFR Manufacturer OPENIN MALLS LES, THAN 20 FEET BOT Bottom FAST Fastener SHwR Shower OPENINGS NOT PERMITTED LESS THAN S FEET A5.1 WALL SECT!ON� BTWN Between MH ManholeSHT FBO Furnished by Others MIN Minimum SM Smear PROTECTED Lr'SS THAN 10 FEET i FD Floor Drain MIR Mirror SJ Seismic Joint A5.2 WALL SECTIONS FDN Foundation MIsC Miscellaneous SM Sheet Metal ALLOWABLE AREA FE Fire Extinguisher MO MasonryOpening TABLE 5-B BASIC ALLOWABLE AREA w 5.100 SF A5.3 WALL SECTIONS D 9 SND Sanitary Napkin Dispenser SEPARATION 3 SIDES < 60' 100% INCREASE= 10.200 SF � A6.1 INTERIOR ELEVATIONS C FEC Fire Exc,nguishe Cabinet MTG Mounted (1) STORY BUILDING FULLY SPRINKLERED= X2 MISCELLANEOUS FF Finish loor SPEC Specifrca0on MTL Metal so Square A7.1 MISCELLANEOUS DETAILS [ OR C Channel FIN Finish S Stainless Steel TOTAL ALLOWABLE ARCA- 20,400 SF MULL Mullion t- FL Floor CEM Catch Basin FLASH Flashing N Sex Stock TOTAL ALLOWABLE HEIGHT 45'-0- (1 STORIES) ` FO Foce of CFI Contractor Furnished FOC Foce of Concrete STL Stld and Installed N North STOR Storagr EXIST BUILL'NG HEIGHT t9'-0 (t STORIES) \/) e V I S 1 O P1 8 CG Corner Guard FOF Face of Finish NA Not Apphcolie STRIJCT Structural FOM Face of Masonry NAT Natural sUSP Suspended LANDSCAPING Cl Contractor In ii Only f0$ Face of Stud NOTE EXISTING BODY SHOP & DETAIL BUILDING ARE FL':LY SPRINKLED CLC• Ceding PUTS Face of Tube Section NIC Not in Contract CLOS Ceilin FRT Fire R f Tube Treated NOM Nominal T L1 LANDSCAPE FLAN r CLR Clear FTG Footing NS Nelsen Stud 1 �'�� CJ Contraction Joint PURR Furnng Nis Not to Scale TB Towel Bcr F CITY OF TN3ARD C JT Control Joint NIS Not in Shell Issue TC Top of Curb SH QDM R�M00 1 '4VMved............................................................ CMU Concrete Masonry Unit Ci TEL Telephone COL Column - T k G Ton ue and Groove TOTAL AREA 9,950 SF CONC Concrete GA � THK Thick CIVIL QCN1dltbn A Gauge OA Overall TJ 1c,ol Joint FIRST FLOOR (RETAIL): 6,692 SF Ptkn I •.....,••., - -F4c cath th w �k^ , .Yxibed in: PERMIT N f�py3/ - C 0 Concrete Opening GAIV Galvanized TP ioF of Pove Pent SECOND FLOOR (OFFICE). 3,238 SF f^.'!�rlw.......... .. ..M.l�..l.G. CONN Connection GB Grob Bar OC On Center TPD Todet Paper Dispenser CONT r�ntinuous GC General Contractor OC Outside Diameter TPU(S) Surface Mounted OCCUPANCY CLASS: M O FIST FLOOR C2.1 CIVIL NOTES AND DETAILS r CONTR Contractor GI Galvanized Iron OF Owner Furnished. Toilet Paper Dispenser B O SECOND FLOOR C2.2 CIVIL SITE PLAN elettErtO AtluCh................................................� CORR Corridor GL Gins O F.0 I Owner Furnished. TS Tute Section (NO SEPERATION IS REQUIRE!' BETWEEN B & M/OCCUPANCY) Job Add-�t ' •u CR Contractor Rough-in GL Glu Lor" Co)troctor Installed TTP Tylrical (IHR SEPERATION REOUIREi_r 6ETWEEN S h M „r EXIST H-4) �'-'"- CS J Construction Joint GNO Ground CSMT Casement GP Golvonired Pipe OH Over Head U L / CT Cerom:c Toe GYP G sur•, Ve Wer PIa•t.r CONSTRLIC11ON TYPE. V-N BY: p=� YD OPNG Opening 1-HOUR WALLS LESS THAN 20 FLET CTR Center DPP Opposite LINFIN Unfinished OPENINGS' NOT PERMITTET LESS THAN 5 FEET D Centerline O. Outside OF .oJ p H OFI Owner Furnished V -_ PROTECTED LESS THAN 10 FEET STRUCTURAL _ - & Installed nr'2� I HB Hose Bibb VS Vapor Borrior ALLOWABLE AREA - f'nV 1)PIANS MUG I t3t 'l JVL y:1 i DBL Doutie HC Handicap Parking Stoll VERT Vertical TABLE 5-B: BASIC ALLOWABLE AREA w 8,000 SF DET Detail HDWR Hordwara P VEST Vestibule 5EPAP.ATION 3 SIDES 100% INCREASE= 16,000 SF t SO.1 GENERAL STRUCTURAL NOTES OF Drinking Fountain HM Hollow Metal - VFY Verify DIA Diameter (1) STORY BUILDING FULLY $PRINKLERED- X2 i HR Hour MULTISTORY BUILDING- X2 AN DIAD Diagonal HW Hot Water TOTAL ALLOWABLE AREA- 64,000 SF PIP Poured in Place W S2.1 FOUNDATION & MEZZANINE FRAMING L DIM Dimension PJ Panel Joint i PL Property line w/ with S2.2 ROOF FRAMING PLAN ON Dispenser WC water Closet TOTAL ALLOWABLE HEIGHT 45'-0- (2 STORIES) S5.1 FOUNDATION DETAILS ON Down I- PLAS Plaster DO Door Opening PLYWO Plywood WD Wood INSUI Insulation WF Wide Flange BUILDING HEIGHT 31'-0' (2 STORIES) J6.1 FRAMING DETAILS OP Domproohng INT Interior P T Pressure Treated 9 OR Door PTD Paper Towel Dispenser WG Wiregloss S6.2 FRAMING DETAILS OS Downspout PTDP Combination Paper Towel WH Water Heater UT Drum Tile aspenser & Receptorle W/0 without NOTE: SHOWROOM REMODEL TO BE FULLY SPRINKLED DWG Growing JAN Janitor PTR Paper Towel Receptacle WP Waterproofing T Joint .VMT Pavement WT Weight JST Joist INTERSTATE 1-5 MECHANICAL _ MO.0 MECHANICAL. / PLUMBING SCHEDULE & LEGENDS M2.1 SHOWROOM PLUMBING PLAN M2.2 MEZZANINE PLUMBING PLAN M3.1 SHOWROOM HVAC PLAN • +ooe .1.nn. .rehlt.ee Mr. OOTpeny M3.2 MEZZANINE HVAC PLAN THESE DRAW1441 ARE THE PNOVENTY OF SIENNA S.W. WITH AVt NUE ANCHITECTUNE COMPANY AND ANE Nt1T TO SE _�----- - N MWJCED M MT MANNEN,EXCEPT WITH INE Il"M WRITTEN PENINSEtoe OF SWM AIILTeTECT%W CONPANT ELECTRICAL _ i I � IW;L R613 -- E0.0 ELECTRICAL LEGENDS, SYMBOLS, AND SCHEDULES - Or.wn 6Y Ch.eY.d y 1A E1.1 ELECTRICAL SITE PAN E2.1 SHOWROOM LIGHTING PLAN 96062 7.01.96 E2.2 SHOWROOM POWER AND SIGNAL PLAN i Job No. Dots I E E2.3 MEZZANINE ELECTRICAL PANS - - - -- - r S.W. 68TH AVENUE - E3.1 ELECTRICAL_ DETAILS N• (A :{ E4.1 ELECTRICAL ONE-LINE DIAGRAM a E4.2 ELECTRICAL_ PANEL SCHEDULES mtE S�iEET p Shoot Title - C j � � I -- - S.W. 69TH AVENUE - -- - - .Shoe, NO. l A080 E4 VICINITY MAP ! of X 12000 SW 661h Avenue MEC 96-0245 PUP 96-0431 2 of 38 N.T.S. _- PLM 98-0218 _ - ------ --- ---------- 4 2 f IF THIS NOTICE.APPEARS CLEARER THAN THE OCT 8 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMIED I'III Itl�l�i�«�i�l�l I�I�1�l�t�l�l P�t�l;t�l�l�l 1�1=101�ni�ltl P�T�1�1��ii Ijl�fj��l!f�i l�f�f�Yll�l�i ` 111�lfjtl{�ti 1�'�I; TTT u urinrrinrrllm rrllar 1r�rhm morn nrlr►n nnllal rrI11uII 11� �,` �+ n r I ii Vie, � .-.^„-...�.,,.�• .. . -. 1 ' • .d I:p+ _. r.- yr. ^•,c t. Y. 1r::► `f, y- •t ,r.: -'�:' � �- PJy.,. 'i. v . ,ry. .�,.r,. - ._ _ ,fir 'r 1i ,' � 'K.7� _6p. ,�• •-,7, �� •, .. n ]' i , j' r � 'te .I •, Y - .. ! , `! - ! :+t✓ _b"; t0-;'>I,r,•lr+�. ,,��Q��L\/. �� '� 2 . ' — _—_— ____ _ _— _.__.----- --_._.______.._ _---_____._----�=—= __ ------- --------------- — r. r .,: . y . . , , t +; s ••}�'�K S. BROOKS S.W. 66TH AVENUE E'-'.ST. FIRE n NOO'01'04"E 56.69 RINK R VAULT /^ r M(RSA '1�'i'�! 'T� '� � / P YLON I / / / / / / ; LANDMARK PYLON SIGNII - REMAIN / / / Q T TO REMAIN U \—LIGHT [TITI iwmi: _ _ a;iw, POLE (T'I'C) III TO REMAIN - III- A _ -- - -- r /—LIGHT VIII XI TING j POLE TOLIGHT _ C R BE REMOVED • I N; POLE TO Q 1 8E REMOVED II _ SA ES P ( _EXIST. ELECT. Q` o I ' RELOCATE — TO CJL � PANEL — I 1 ' EXISTING 1 I I ( I f TRAN FORMER . _MOl ISHEJ I I � s I'� Z? •, EXIST. SNOWR00'v1 TO BE DEMOLISHED / RAMS c'�10 , I 1 (;AS 1 1 METER 1 1 EXISTING BODY SHOPfes. 1 1 AND DETAILING BUILDING 47 ( �I (NIC) --PROJECT , 1 1 LIMITS cp I _. ._. __ . u•.:,r - (f _ .-_ �I ` j �! do f'1 LI(.HT �1 •V r I L, T c LE , 1 l { f •Pi_l iiP , 1 CLOS `--:=- ;.6 __• _� 10 REMAI'. I � TS • -- -. - t _. r �� Li_ z , �` • • \ ELECTRIC 41 C..r• �\ ` t� _ -_,— • = TRANSFORMER \ ,�• ►_ _ _ _ I • Cn TO BL- RELOCATED � �ar-1 PROJECT--- IN '_ _ - II _ 1. .�_ ^•_fir^,rl I LIMITS -- � ` 1 • 1 1 � I LLJ ,,,—y _ j� �--(. ;�i 1. ITT► 1TI 1�-TT�T�1 I .: 1 ( crw . .gra. LL _ \\ S00'01 26 E �356.80' ' • • \\ Vii- 1• / I EXIST. BUILDING cr TO REMAIN I p p a p p I ti► `, I I F 71- JL Fri g., S.W. 68TH AVENUE C1 SITE DEMOLITION PLAN C3 FLOOR DEMOLITION PLAN c' RevIaFor-ha LEGEND GENERAL NOTES !. REMOVE EXISTING FOOTINGS AND SLAB ASSOCIATED W/ _ — = EXISTING CURBS,FENCES, do GATES TO BE DEMOLISHED EXISTING SHOWROOM STRUCTURE TO BE DEMOLISHED. 2. REMOVE LAOSTING UTILITIES WITHIN EXIST. SHOWROOM EXISTING BUILDING TO BE DEMOLISHED STRUCTURE. CAP do STUB UTILITY LINES FOR FUTURE . . CONNECTIONS. I m EXISTING AREA LIGHT STANDARD TO REMAIN _ a 1 -i •f e tDOR N�r,n. •ro�tk•otvr• e•wlll•Ibr • THERE DRAtr1N01 ARE TME F4049TY g/I MM e C APCHtTECTUNI COMPANY AN'J AIM 1'.0Y TO Of ?' "[PACCA'CID M ANY 4AMMER,EXCEPT wItH i1i PRMfit p wR1*TEM 1•.GYltlaw rX SEIg1A ARCwTECTI�C;MfrAM�° r•w� v C11N .A ► `r i� Job No w ...w • • I1 : - �.� TIIN• • Er�ewt Na , ' 17000 SW 6Rth Avenue MEC 98-0245 r RUP 96;.0431 3 of 38 PLM 9H-0718 4 Ilk .w -. - ._.__ • a+. >�. ' F y '`; ,` ,Atm ! _ _. ,. - !,t' i. '•7 _ .aM •Srhr} _ l • �� r.J. �{.�, V', 1.x;1. �0'' �'7!.H'• .!'. ',' 'Y �' 'r,L I `.y.'., '�•Mt' 'T:;RA' , .Ytt•t'Irl.�i•'�.'-MSi� 'Jy� F •• ,a..• ., 1 }x a '. ,N x t 1 ,:h a.•wr" IF THIS NOTICE.APPEARS('LF.ARER THAN THE OCT 8 1998 DOCUMENT,THE t)OCUMENT IS OF MAR(;INA1,QUALITY. MICROFILMED III�I�I�I�III I�I�I�I�I�I�I I I�I�I�i�l�l�i I I�I�I�iil�i�l 111Tp.1111(1(I I I�i�►�I�I�I�( i I�I�(�I`I�1�1 1111�r�i�l�ljl I I�I�I�I�I�i�1�1 1 1�1�1�1�1� �IIIt'�II � mm Mae M IMMN Ittlntt nnlnit nuhntlntllnnrunittn unhnt nnhm unlnn tnlllltt unlnn nninnhmhn�uhul unhnllunhm mllnn nnhm nllluntunl+In nllhm Ilnllm anh+n ulthn ntthm+Illhn nnhnl llthnlmnlnn nnhul nnh�I!I 1 r e • - w , .tle+ n_.-. e.,_ .erne• .fit _, c_..-..,_ i .' +. i,1- , .. .. 1 ... xe- k vM4..._: r I ... P ' I A, I' • Z n , .-. l I -"•' -rte .r.. _... ,v ..,_ ...., , Wc + i'l-m /ANS PLM LEGM hr 3 4• 3P'^�. 94'-r --- -- 32^3 1/2" 11%i %�2. - - r-----n CCpNI:`IETE ' TEXIORLD WRETE. _a H rw•�•r�.*sr.�..�.".'- "' - - SEI DETAIL ,m S W 66TH AVENUE EWSTIG AREA LIGHT SIANDARO t y ---ORNAMEMTAL MANUAL -- -' SLIDING GATE SEE DTL. EI iv SEE OFF SITE Crnl DINGS F� ♦ NEW AREA LIGHT STANDARD TO I",•• ._ AI.2 CURB DETAILS k LOCATIONS 111111 -._------_ _- _-... __- _.-_ — _-_-- -- ----- MATCH (,XISTWIC a re•Idaei�li� #4rdrn • L EXISTING FIRE SPRINKLER ORNAMENTAL MTL. C3 " ��s. c h� FENCING SEE DTL. TRN ARROW, SfE DETAILID NOO"01'04'E 356.69' AL'' ALS ALS --_- __ .._ ..- v• 7 A(� Ifl TRAN:XORMER PAD \ n FEATURE CAR DISPLAY `---CONC. TRACK FOR H R4 EXISTING GUIDE ;0HEEL !!' � _ - -- -- _ _ BOLLARD. SEE DETAIL �, t _ —EXISTING O �i "'• / I FORD ----BUILDING FOOTPRINT T.O.P. ELh V. ---- LANDMARK + V y PYLON PYLON i SIGN � r. I - A F�-- SIGN - - --- + u U HANDICAP SIGN. SEE Dt-AIL . \� III /Jr 3X-- ROOF LINE I I - ---�E EXIST. CHAIN-LINK FENCE r- + ALS ---4'* 4 tNMIIE� I2 -- -- '- - -- -If IPE 1 ROOF VENT 9'-0" _1111— ORNAMENTAL MTL. FENCING. ?' EXIST. ALS to FIN. FL. ELEV " -I SEE DETAIL ep REMOVED � 316.0rJOE ( ❑ U L7 I I b AD ER r 1 HVAC UNIT. FOR SIZE k LOCATION COST ER PARKING AI I-- -T REFER TO MECH. CONSULTANT DhAGS. - ! 2lGl:_ j 7.0 .SLF-J 16' R D. BI A1.2 - A1.2 �, o 100111HINE I I I I .-_.- AL2 -- - - ----- , w , ❑ o Ads ---- -- AL -- --_ - I r.. 21.Or_ k� � r� I ❑ ROOF VENT SEE DETAIL cwchEl As - EI DI REQUIR1D ♦ t _+_ - US10MER �- I LJ U�1 RIBON STYLE BIKE RACK PROVIDE FOR 3 SPACES PARKING, A1.2 u.2 \ I ❑ u ❑ lluliluJ I �p _ _ CORE DRILL LOCK SET IN CONCRETE N& CAR — _,�!� SHOWROOM ADD ON I t o ON. FL._ ELEV �` I —� --- ----- GENERAL INFORMAT90N 1a .� ALS T.0 P. CLEV. 1,}.9L'_ X32 ❑ U 133'-3_g ____.Si-- -35'-9" 9'-0" _ _ 9'-0' 4_2 2 - 18 SPACES • 9'�— SITE AREA —~ - - 2fL •�---•� -__2.�LS' R.D. _ _ / - - I •Ee 3' o.s. � -I F � �' D s RELOCATE EXISTIN„ FENCE °C _ldlsl Al.2 L- f O.P. EXIST A 04 --�--- - ---4t--- -- -- ,v SHOWROOM/AUTO BODY SITE CRICKET AS ,� 1 REQUIRED I r I - �, SITE AREA 128,408 S.F. I -- ---- -- 7.0 P. ELEV. - Be 1361- i pC? ;. /11 01 - `�OpE AL2 T O.P. ELEV_ 5� O --- /"„�t AI2 1 \ 4 �— `r°) - _ ENTIRE L 1N"wAARK FORD COMPLEX ,/ -EXIST DECOMMISSIONED • 3uu FUEL TANK _ SITE AREA 458,776 SF. s y METER I I C xIST. ROOF ACCESS--------N- �+ --1 PROPOSED HATCH E2 BUILDING AREA TRANSFOR�ICR %0 `"s LOCATION EXISTING BODY S OP / AL2 •1 �( _ 1ST FLOOR ADDITION 6,692 S.F. AND DETAILING BUILDING 1 � I I �'` T •P (NIC) L _ .1 1- - J 2ND FLOOR ADDITION 3,248 S.F. -- cj AIITOM.ATI(,�SWING ARM - FIN. FL. ELEV A,pJ GA7E CODINATE 327.0'--- , -- — °1 EXISTING FACII;TY 70 REMP.I'I 18,610 S.F. CONC FAD k ELEC. i A o l / PEO. W/ GATE MNF (� S�� ----PROJECT NEW C.M.U. TRASH ENCLOS E. - 1 ^ i' I LIMITS PRIVIDE 6'-0" HIGH CHAIN LINK n ;n GATES WITH VINYL SLATES I PARKINS REQUIRED I I I PARKING REQUIRED= 44 SPACES - I 9,940 S.F. SALES O 1:1000= 10 SPACES AI- M I - - -REMOVE EYISTING BODY SHOP I ( 16,610 S.F. REPAIR O 1:500- 34 SPACES (-A,7 a I � N I - TRASH FNCLOSJRE STORAGE LOT ...._- w�• {•.",, I t ...alr+;illr. n \AI2 .- - - L _. J PARKING PROVIDED= 44 SPACES ,•. ;. I Fn _ :ri o 7'_E' Z r I ' -=----- HANDICAPPED REQIiIRED= 2 SPACES HANDICAPPED PROVIDED= 2 SPACES �� -- BICYCLE PARKING REQUIRED- 3 SPACES ,r i'• "�� -6 12'-0' -6 BICYCLE PARKING PROVIDED= 3 SPACES C L V) I M.O. " Q 3r-o' 14'-0' W 1' LANDSCAPING zs'-o' -o' Z cam,) > z _1 __ 2r.'i="� T _ 63'-0' - T-01, -- - 54'-0" _21'-6" __2T'-0' 9'-0' FOR SHOWROOM/AUTO BOGY SITE I s ' �mW SEVEN SPACES O 9'-0" 6 SPACES O 9'-0" __--i SPACES a 4'-0' LANDSCAPE AREA PROVIDED 17,805 S.F. ---- -- - LANDSCAPE RATIO 13.9% ,R,J 0 Ri I --^ N W A RS -- I FOR ENTIRE LANDMARK FOR FACILITY SITE � NEW STRIPPING � I 3 ADDITIONAL A / ,, - I ' LANDSC/.PE AREA PROVIDED 64,428 S.F. 1 C. sr I I Q, AI o STORAGE LOT LANDSCAPE RATIO - 14.010 - {Y+. •� f At AI2 Q, Al2 m NOTE: THE TOTAL LANDSCAPE RATIO DOES NOT INCLUDE ._ gs: --- � \� LANDSCAPING PROVIDED BY AN EXISTING O.D.O.T. PROJECT- I l _, - - • I LANDSCAPiAG AGREEMENT. ` �� " LIMITS r -=mak- = rz4 _T. - • \ Rev, f M 83 GENERAL NOTES Al2 \ -PLANTERS - ` 1. SEE CIVIL PLANS FOR STORM DRAIN AGE,CRADING AND SANITARY SEWER. s 4 i S LANDSCAPE PLANS FOR THE LOCATION OF �•� 2. EE Y ALS. -- (•I � -T-- AREAS TO BE LANDSCAPED 3. CONTRACTOR TO FIELD VERIFY ALL EXIST. DIMENSIONS r F. i I VEHICLE INVENTORY PRIOR TO CONTSTRUCTIONS. x. USED VE L 4. CONTRACTOR TO REMOVE do RELOCATE I LANDMARK FOR SIGN. COORDINATE' W/ OWNER. ----- 5. CONTRACTOR TO VERIFY LOCATION OF EXIST. . D ( I �" DECOMMISSIONED FUEL TANK & REPORT CONDITION TO e I J. I EXISTING STEPS - -- — J '� ARCHITECT k OWNER PRIOR TO CONTRVCTION. EXISTING TREE TO REMAI;4 -- --- - - SITE PIAN ( ROOF PLkN (-..:NERAL NMS ,. EXISTING LOT LINE � . 1 ALL CURB RADIUS TO BF 2'-0" UNLESS NOTED •"4 / - - S00.01'26"E 356.80' >' _ - LOT LINE _ — OTHERWISE (U.N.O.) - I -- - 2 SEE FLOOR OLAN E1/A2.1 FOR TYP. SIDEWALK ,___ Q• \ LAYOUT BELOW CANOPIES - *. 3. CRICKET ROOF AS REQUIRED FOR POSITIVE DRAINAGE AROUND ROOF ACCESS HATCH, - --- - - � SKYLIGHTS, MECHANICAL UNITS, ETC. � I EXISTNO BUd_DHG(N EC.) 4. FOR TYPICAL ROOF PENETRATION DETAILS - SEE � 1 --- -- - -_---- - ALL OTHER ROOF PENETRATIOMS, INSTALL PER a roue se�nn� nrAm 8*0004 S1 1 - - - ---- SPECIFICATION AND PER MANUFACTURERS rrrt>1[ae,Arnlp;6,,�tMe/111o1l111t OF wNiYi�"' f _ I ( - — RECOMMENDATIONS ARCNIneruRe wne�RRr Tei wry 40?to 11111'1 (___�_ 1e nowaw,a Nr+ tw"wTR vet I� 3 - 5 PROVIDE A MINIMU64 OF 4'-0" CLEAR BEYOND reerw,ofellelueXocelllNwlWlr•1111Ecnmtiawr. FACE OF MECH. EQUIPMENT. .._.. tail .' l 4' 6. PA;.4T ALL ROOF TOP UNITS TO MATCH ROOFING _ I 1 PAINT ALL. EXPOSED FLASHING TO MATCH ADJACENT • w WALL SURFACE �2 .7,1>xKt 7 FOR ROOF DRAIN, OVERFLOW, AND SCUPPER ,.s FI-Ax _ E •' `��___� _ -- - BOX DETAILS - SEE �� -- 8. FOR H.V.A.C. WALL PENETRATION L. - i---•-------""- N,,,o, � ' OI RFpt II N. E4 SITE DEVELOPMENT S.W. � ----_ N 'JG 2 7 199 � S38TIA AVENUE 1 = 20'-0" A`I T Alm. F _ 12000 SW 66th f-n- PAFC 9 i 074', BLIP 96-0431 a.,r In PLM IN-0218 ��1 2 -- -— - 3 ,, aYll4'411�tif , theC'•F :I� .,. 1.aSM1i. .. . .� r,S'� �h+ " .- _. ..__ ..r•rel _ .. _. �+ e'er ''7' rt�lli�l�dh-� '. 'y {�.I'%X-,F'•,` ;,,r1i.�' IF THIS I IOTICE APPEARS CLEARER THAN"HE OCT 8 1998 I DO CUMENT,VIEDOCUMENTISOFMARGINALQUALITV- MICROFILMFI) il1lililillli i�i1il1;u1 ililill�ilili i illlii,�!lil11 111111111 11 i ilrirllllhli I Ilill�l,llill ► ilillllllllli I IIIII;IIllijl iIIIIIIiIlilllil> II►;i�tjlli(I il�lllt�l1l�l�� 1 �.� '1111111 Iilllllll I►III!II�III�II- I�IIIIIIIIIIII!Ilitn lUlllltl►!I!I!Illllit!hl!;►!nllni,ulllltl;lRIIIII!!IIi!hul Itllllu!hulhln Illllm'I;11111111 I►111!�nntl-ttll!n!tu!11t1!!nlllil!I nlll!In I!!Il1t!1►Ililtll!111111111 iluiutl!ullllll tttuliti.!It!Itn!hmll!il�,lTn T J ..... s..c".•^.tvk we - - ... _. PAINTED ARROW ti �(►l f. ON ASPHALT PAV:N`_• TYP. RICHARD S. BROOKS -- (PAINT WHITE) ----- -- -- ---- LANDSCAPING PGR _ PRE-MANUFACTURED LEAD COUNTER FLASHING WITH '� F 0 8" 2Jou' SOLDERED SEAMS." 'r�, VENT CGOF VER r PRE-MANUFACTURED LEAD 1/2"R AD. WI - -- ROOF JACK FLASHING TH -ALUM BUG SCREEN TYP. 1' 6" I' SOLDERED SEAMS. -- ------ ---- � '��'�� - _ r�--ROOF SENT BASE k CURB _ CONCRETE CURB-LIGHT " "- - -BASE FLASHING A a _ •_ •° _ -- BROOM FINISH N o ` _ - 2"o WEEP HOLE O �i I a -__ /� -MASTIC BEAD -' -- 25' OC MAX. �+I BASE FLASHING �~ BUILT-UP ROOFING MEMBRANE �. ,L I /-BUILT-UP ROOFING MEMBRAIN - EPDXY GROUT ` PAVING ASPHALTIC CONCRETE PAINTED EMBLEM ON ASPHALT 1'-3" 6" o" 1'-3" - PAVING TYP AT ALL HANDICAP -PLANTERS `� ROOF DECK 1--- -- 3/4" PLYWOOD RUUF DECK Y w OA N.T.S. PARKING SPACES Q "- ' / I I - p PAINT BLUE C,/ 1 /1 -1 �� ~ % - T 't- VENT PIPE �—CANT STRIP L 8 E s FAN. fLO�R g3ot.5' -+ A4 ROOF PENETRATION A5 ROOF VENT Al EXTRUDED CURB A2 HANDICAP EMBLEM ; '-�--r_�--'-t-- I- � _ ! 1 I/2" = 1'-0" 1 1/2" = 1'-0" �y ' = N 'W-3TRAFFIC ARROW PLAN OC MECHANICAL EQUIPMENT ON it VIBRATION PAD (BY UNIT - - - I — -4- CONC. CURB W/LIGHT BROOM I SUPPLIER) SET W MASTIC B`D NOTE. FOR SPLASH BLOCK FINISH o _ _ _ -..} .- . .... o I , DTL I 1 GALV. SHT. MTL. FLASHING SSECT ONE EW/A5 TOOL JOINT _ I" 6" SIDEWALK/PAVING - - �..._ o• 1 -� C4 FOR TYP NOTES SEE DR. LANDSCAPE (WHERE OCCURS) 4" SIDEWALK -- .-1 •. - I �� -- DUTCHMAN W/ SELANT O 2" O.L;. o 1 /1"R r j - - ��` " / % TOOL JOINT - -•-v- --1 - �--- �-�• t 1/2" R \� N. tL ° • - I LANDSCAPE (WHERE OCCURS) 1t I ROOFING SEALANT -_ I OVERLAP INTO LEADER BOX o r p - - A.C. PAVING , '� n ► �-�---•1- � -- ---------, ice` _ � v • „ op � t ° -° o, �4'+M � - - --r• I / m \ � BASE FLASH;NG � ---------EXTERIOR - - v M4 BAR CONT TOP & BOTTOM { -{ �+ �o + - —'-�-Y--WHERE NOTED Of °o „ ` o - I �� PUILT-UP ROOFING MEMBRAIN __ � � GRAVEL FILL �— -- ---EXTERIOR FRAME WALL ASSEMBLY f. 20 GA. GALV. MTL LEADER BC�X _ _ s ' .f/ T T' \ - - - PAINTED. WELD ALL JOINTS 8 _ �EXIST ROOF DECK STD. WIRE BASKETS 2'x2' CONC. SCORING DEBRIS SCREENS 0I ALL O PATTERN (CENTED ON CIRCLE) LIGHTING FIXIURE SEE -2x P.T. LEVELING CURB. BOLT TO - 4"x4" 20 GA. GALV. MTL. DOWN SPOUT ELEC. DWGS DECK (RIP TO QOOF SLOPE) - 1 _ ; PAINT TO MATCH WALL Tr-, t B3 STEPPED CAR DISPLAY B4 MECHANI "'AL UNIT CURB B5 SCUPPER ,-SND DOWNSPOUT 5w 5w � 81 HEAVY DUTY E� ! t� JDED CURB B2 CONCRETE SIDEWALK • '_'� -- air !1,— 1 1/2" = 1'-0" 1/g,._1'-0 3'-0" - / - - -_ 5 /\ �` EXTERIOR FRAME WALL ASSEMBLY ® •` ' NOTE. INSTALL I DIRT ,.---C.M.U. SOLID CAP -- BUILT-UP ROOFING MEMBRANE SIGN ® ALL H C. -- COUNTER FLASHING LOCATIONS. I I ZUMAR INDUSTRIES --� l+ CST' 1"- _ - DOUBLE PITCH SKYLIGHT. FRAME & PLASTIC OR MTL. SIGN TO \ \\\ 1/2" PLYWOOD SHEATHING FLASHING BY SKYLIGHT IWSTALLER , ' i_ •: --' STATE REQ'MTS �� . / / / / S.S. SCUPPER FLASHING HATH LEAD FLAPS / t�- 40 f4 O 2'-8" O.C. 6" HIGH X 16" WADE SCUPPERSTFEL - SEALANT FU._L HALL DEPTH - ALUMINUM OR STAINLESS FLASHING ' ' � \,;,1`• `` SKYLIGHT EAVE APRON FLASHING -7 6"0 PAINTED STEEL PIPE, ` 30• - SHEET ROCK FILL W/GONG. & ROUND AT -VAN ACCESSIBLE SIGN ! TOP, SEE PLANS FOR LOC. -8" CMU BLOCK WALL ,0 BUILT-UP ROOFING MEMBRANE -_ C WHERE OCCURES {{ I I GROUT CMU CELLS VERT ;/2" PLYWOOD SHEATHING f ) ,I STEEL ONLY LEAD FLASHING PAN v+ ` �-3" DIA GALV. POST I a" CONC. SLAB CRASHED ROCK SL-U 3/4" PLYWOOD ROOF DECK REMOVABLE SHEET MTL COUNTER t FASTEN SIGN TO II W/ 2'-0" X 2'-0" .- FLASHING I I I too MEMBRANL BASE FLASHING POST PER MFR. GRID FROM CENTER 1'x2' /4 O 2'--8" O C n RECOMMENDATION !' OF DISPLAY 2 -0" I \ f - CONC. FTG. A C PAVING OR LANDSCAPING N 111 V 1" FLANGE- 1--6"0 BUILT-UP ROOFING MEMBRANE 1 -u 0 x 4 0 CO C '� �--CONCRETE 1 o o (WHERE ilCCU'4E5 SEE PLAN) ROOF SIDEWALK " I• SLEEVE FOOTINGS AT BUILDING 4• 0 . I DRAIN ! -- 1/4" PLYWOOD f WHERE REQUIRED. o - - - / I pow Oo o O _II �i\ i _ �1• / I \ \ /�/ I �- �,--� 2 4 LEDGER CONT. ISO ETRIC 4 CONT. CANT STRIP r, /4 O 4'-0" 0.0 ! -� - - -- - --- A OUND OPENING I i --5 1/2" X P T WOOD BLOCKING + �I ON' /4 CONT. C NTINUOUS WELD S.S.CORE DRILL TILL W/ I j,-6» I S uPP.R ONTO LEAD FLASHING GROUT - - -_ _ A FOOTING REINI'. ID BOLLARD C3 PLANTER SECTION PER STRUCTURAL C4 ROOF DRAIN W/ SCUP . C5 SKYL GHT CURB Cl H AN DI ,�A• SI GN ELEVATION C2 z 4•, _ l'—O" 3/8" _ 1'-0" 3/4„ = I :- Or, 1 112" = 1'-0" 1 1/2„ _ 1,—Dir cqp Revialon0. FLEXIBLE CONDUIT, CONNECTOR & JOINT SEALANT - SEE ELECT. TOOL JOINT , A -- RADIUS IS 1/8"(TYP) EXCE'•'; O CURBS WM:RE T.J. �1/8"R RADIL S IS 1/2" B+ CONSTRUCT!ON JOIN - COUNTER FLASHING & SOLDERED \ 6'-0" 6'-0" 6'-0" —EXPANDED MESH DIAMOND ,B 1;'.. � CONNECTION - SEE LtECT. END FLASHINGBUTT CONST. JOINT ItPATTEPN 1N CONCRETE W/ 1/8" RADIUS (TYP.) , _ TYPICAL N'JTE'i: FOR TACTILE WARNING C.S J. �1/8'R. �� ., --F'LASHI'NG - SEE ELECT. _ SHOP WEID A'L CORNERS r OF pp j AND MITER. TYP. D �r.• 6" VERTCALLESEC'nON OFNT.FLASOHIMG f fl HOT 4" .;„ ;� -- -- ---1" SOLID GROUT CAP r - ---- � �' CONT BEAD OF MASTIC --T -- NEOPRENE FLASHING o w' 0 '�_`.----04 CON T. _: _ I I CEMENT, TYP. 7 ^- �, 3/4" PLYWOOD ROOF DECK ��g+ \ - BUTYL WASHER AND S.S. k40 < -8" U.C. FASTENER NOTE FOR CURB LAYOUT, TYPE, AND CONDUIT, COUPLING & PADIIIS INFORMATION, SEE SITE PLAN. CONNECTORS - SEE ELECT. ALL FI_ASH;NG TO BE GALV. CORNER FLASHING _ - - 8" C.M.U. SOLID GROUTED. - r :S. D2 CONSTRUCTION JOINTS D4 ROOF PENETRATION FLASHING D5 FLASHING DETAIL D1 HANDICAP RAMP ..__ _ NTS 1 1/2' — 1'-0" NIS 30-_0- o - 8'-O" OPENING , I 2 x 6 P.T. W/ O.C. TYP. WIDTH ra c 1905 •I+nn• architecture company �+ 1 2" X 8" A.B. - POST T THESE ORAW11+08 ARF THE PROPERTY OF 6tE1r1� HEAVI' RAKE FINISH / ® 48' O.C, ! SINGLE SLOPE SKYLIGHT FRAME 4.7" STASILIZING PERP. TO DIRECTION OF _ BY MFR. ® 8'-0" O.C. & FLASHING BY SKYLIGHT INSTAI LER ARCHITECTURE COMPANY AND AR!NOT 10 ee PEDESTRIAN TRAVEL DELETE AT SIM STANDARD STLEL FENCE CONIC WALKWAY W/ BROOM FIN I_ANCSCAPING OR PAVING POST BY MFR. 4 8'-0" n C. 01",TFUCED SANYFS&EMARINER. AACw CTI tlCFa'h1011 �� INSIDE OUTSIDE ALUMINUM OR STAINLESS STEEL wtarrFk Ptarcaro4 a S[MNA MChrt CTtx1E car �CONC SLAB W/ 6X6XW4XW4 WWF. - /� PROVIDE '' X 8" OPENING O (N4 REBAR • 18" O.C. EA. WAY O SIM.) / GRADE FOR DRAINAGE ( INSIDE OUTSIDE WELDED WIRE MESH SKYLIGHT nPRON FLASHING _ BASE PANEL. BY MFR I `• -- � - SHEET ROCK BASE PER SOILS REPORT / STRUCTURAL FILL OR UNDISTURBED WEEP HOLES WELDED WIRE MECH PANEL ! _ ---�- SOIL PER SOILS REPORT - -"` 1/2 PLYWOOD SHEATHING LA FM 6" t2^'-1'MAX e'-n" 12'-t'MAx BY MFR. o —T.S. FR 4ME x / Drawn er --- chocked w-- - — ----- AC PAVING I i1 I GUIDE WHEEL & TRACK REMOvABLE SHEET ML. COUNTER /2" T fPR / DEPTH VARIES SLOPE SEE SITE PLAN A.C. PAVING FLASHING I 9"2 70W _ __ / a, "o EXTRUDED CUPB SEE Al/A?.? - ROLLER WHEEL a: MEMBRANE BASE FLASHING Joe No. ONS 1 I o � / ca•�� A.C. PAVING - K= �� -BUILT-UF ROOFING MEMBRANE �� E �-- a r �� 4,'+,+,, I I I I I P1 t I \\ o., GRADE - - - - - -...----- • M �,. CONIC. TRACK vLR'fY j 3/4" PLYWOOD ) t ' _ �._ k �{ 11 / I I I I I I SIZE W/ MFR. RLXF DETA" �/ (2) �4 CONT. I �i�� F� i� o I 1 I I 1 I ry I I 4" CONT. CANT STRIP --CONC. FOOTING. VERIFY -�.•.1 -III , 1I I-17 j1j T �-� --III-III- • <. I I I I I , , I I I CONC. FOOTING. VERIFY SIZE I I W I �— —�- SIZE W/ MI-R. `-1'x2' #4 O 2'-8" O.0 W/ MFR. L L y � LuJ I IJ ,_ I I L� f� 5 1/2" X P.T. WOOD BLOCKING f � NO. �1-# ELEVATION SECTION I 1, ELEVATION SECTION Alv2 -- K E2 WALL SECT. @ GARB . ENCLOS. E3 ORNAMENTAL- MTL. FENCE E4 MANUAL SLiDIN (_7 GATE E5 SKYL GHT CURB E1 �,JNCRETE WALK ni x l 12000 SW 88th Ave WUE Iver C 96-0245 T/ " I O BUP98-0431 50138 i Q - 1'-0' /8, 1'_(1"PLM 96-0218 -__—_---------�� --�— — - -- ------- ----- 5 1 3 IF THIS NOTI('F APPEARF('LEARER THAN THE QC j g 1998 DO('UMFNT,THE DO(AIMENT IS OF MARGINAL QUALITY. MICROFII•M L'D I�!{!�!�lII�ll I!{��I{�� I t{!{!{!�!{!{! I !{!{;•','ll{I{ i{!{!i!�!{!{! � air{rCl�1;�f�'� ►ill!{►�il�{I llfl!I1�1{!{! 1{Ill{I�I{1�� 1 I{!{I{!��{ri{i{ I{I{I�!{I{t;l I{t{I{tlll!i!1� 11111111 Illiltlil IIII{IIIIlllltllllllllllli�lt Llllhn-I tt�t nn�n!I Illllicl nllhtll IUIIIIuINnhlt)In!li{II Inl!ncltllllll�rl IIIIInntlullnlltlnlllllltlltl�fll+(Hnlnll n't!11IIIIm!trii tlnbltl nt{Iltit Itulln) nthln lntlllll nldnll(illlltli nIII�iNI i ... $' _ - -'-+�'avv.�.�•a+..,.--.�-.tarsi =tom..s '. ��a ,f,.",,.....�Wr»...u,:...r"ra N�,.��I�,1�"iY- _.a".."i",......�u..:..... ---.•--.=_ul.i46o..-i_;a � .,...n..- ...:.�:: ...uyim� ..f�. K 1, { 1 I I ' 1 Q 1311 AA A A 7 8 d.5 t1 C 0� E E.3 ) f F.1 �iOc _ 14a'-0" _ 9'-2" C a � k ' 6'-6- ^_11'-6" --__ 25,_01 - - _- 26'-0" - 25'-0" - - -- 24'-0" __--- __ _ 26'-0"--�. - Y - SCCIPE Of • WORK UNEX 7'-9" J'-9" 12'-6" 8-4" 8'-8" t 8'-8" i 8'-8" 6'-3" 10'-5" 8'-4" -8'-1" 15 -11 �---- P 2'-4 E1 2'-•4" A5 zF1 PI F.A sTu • ' o I I I ( I FASaA OVE ' A5 KEY PLAN ( � -- -� I I N.T.S. - I- GENERAL NOTES WALL TYPES i I I f. 51 1'RONT F MINC 5'_ ., -SAW CUT CMU BLOCK TO 2 -- - --- - --- - -- \y/ ooT1N 5 5 _0• ALIGN w/ GI F,1 - - TOP OF CONCRETE _ _ _ \ I 1. F.F. (FINISH FLOOR) IS k SHEAR WALL 1: 2 {F R) TRI L ' . o 1 1 2 E.I.F.S. ON 8 G.M.U. BLOCK WALL SAW CUT CII BLOCK T j� _ _- _ --CORNER OF MASONRY >z _ N1 2 T o y / GRI A 5, 0" 4' �\ T _ - 2. UNLESS OTHERWISE NOTED, DIMENSIONS W/ 1 1/2" MTL. 2 CHANNELS AND RIGID 4 �. 46 i CQRNER OF MAS _ _ 2I CORNER. OF MASONRY - _ -_-I F.O.M. ARE TO CENTERLINE OF INTERIOR STUD TON UNDER 5/8" GYP. WALL. BD, O y _ INSULA . 0/ y - -- WALLS, AND TO FACE OF MISONRY OR 2. INTERIOR CONDITION. _ - tOA� 1' S�; rj �j FACE OF STUDS /1T EXTERIOR WALLS. " a E9 CORNER OF M RY a i// o ' _ gyp. -_ iv "v 2 EXTERIOR BEARING H AFt WALL \ U �� N �� 3. VERIFY ALL DIMENSIONS PRIOR TO � 1 1/2" F.I.F.S ON 1/2' PLYWOOD SHEATHING OVER �$ CONS(RUCTION 2x6 WOOD STUDS AT 16" O.C. W/ R19 100 - _ t BATT INSULATION do '/8" GYP. WALL 60. ,/ 0 4. SIDEWALK JOINT LAYOUT TO BE CA=NTERED O INTERIOR CONnInON. t FIN. FLR._ELEV. 1 j ON COLUMNS OR ALIGNED WITH CORNERS, EX RIOR BEARING WAi_L 2 / 16.0 00 AND EQUALLY SPACED AS SHOWN ON 3 a- T -- --.-. - _ 1 1/2" E.i.F.S ON 1/2" PLYWOOD SHEA.THINC OVLR a ,n ��- 1 DRAWNG UNLESS OTHERMSE NOTED. ,. d 2xG WOOD STUDS AT 16" O.C. W/ R19 BATT INSULATION & 5/8" GYP. WALL B _ I tX 3X t D. CN } E4 N 5. FOR FLOOR FINISHES SEE ROOM FINISH OVER 2 1/2" NTL. STUDS O 24" O.C. HORIZONIAL D SIDE L •'•. t A5.1 AK SCHEDULE .,,LEFT A2.3 O INTERIOR CONDITION TO ALIN FINISHES. B 2% SLOPE " t 14'-3" 6'-I 3'4" 12' 3 1 2" 8'_2 �4" 8'-1" B' 2 /4" 10'-2 1/2" 4' 3" 9'-3 1�- 9'-7 1 2- B'-11 1 FSI 6. UNLESS OTHERWISE NOTED, EXTEND • INTERIOR N1EL YERSSE R PL 0 2 4 ,,, -- -- - --- _ -- --__-- _-- - _ 8 OI SHEATH NG VER x As - 'A u �- - --�• _ T 1 GYP. B0. TO 6" ABOVE A.C.T. I 0 J6 -- -- uP To 1- cs N WOOD STUDS AT '16" O.C. W/ 1/8" GYP. BD. ---•-w., N A7.1 AT.IAll MEZZ. /t� i � "' Arl •- FINISH E.4. SIDE. EXTEND WALL. TO UNDERSIDE •' - -- - 6 6 -- -' `�-- - - - 6 6 - 7. ALIGN FINISHES WHERE SHEAR WALLS do " _ L1 OF FLOOR DECK ABOV 4 IT 103A / " -- " L , NON SHEAR WALLS COME TOGETHER. '90I t �M. I .1 �' s ✓/ d e u1 6 ut 6 A� C_UST')MER L NG ( THE I s s -- o INTERIOR PARTITION 1: N - - - GEN. SEC. - N 0 I R - - - t 1 - F.U.M. 8. VERIFY ROUGH 'N SHOWER DIM. PRIOR � 5/8" \:YPSUM WALL BOARD EACH (4�6 An SALES MGR, SALES CLOSING CLOSING mE \ j CLOSING CLOSING 4'-0' 20'-0" C4.5) TO CONSIRUCTiON & INSTALLATION. SIDE OF 3 1/2" X 25 GA. METAL STUDS AT U co _ _ �- I 103 104 103 tOb N ttl .--_�---_-`_- s /1 16" ON CENTER, EXTEND WALL. TO UNDERSIDE OF J�Oj1, 5 SALES MGMT. °t t1 { �) o I 1 °i ' ' s ;o --{�/) DECK ABOVE FOR DEFLECTION HEAD �j 101 " _ �' n I 1 In DETAIL SEE E5/A2.2 11 � --- -_ � d 'IrJ2 16''-5 1 4' 8 1' 8'-1" MAIL - B in 1,.8� 1 N 00 • • 1 e STAIR - - _-- _ �•- gp 6 INTERIOR FARING WALL: 1 - -- - E3 5 8 GYPSUM WALL. BOAR A.H SIDE OF- v ° � o z �� Q. , B �� 1 • 2x4 WOOD STUDS AT 16" O.C. EXTEND WALL TOcc t � JJ l A5.3 S3 F.0 M. / F.0. SH TG, _ - 'Lr - SALES WORK ROOM C I KIDS ` . FE%H JAN.f LEASE "� N F. BOTTOM OF STRUCTURE ABOVE. FOR C'a _ 102 M I - - - -- _ _ - - _ 5.4 DEFLECTION HEAD DETAIL SEF E5/A2.2 ■ AREA MA STORAGERENEWAL I -- 4 8' 0' MANN --- _01 o -0 s - IDA '- 2 tt3 O O ,, I Q, \ a �,9•. COF EE a a 1 o t ---- - - - _I _ `I. , CfJ e s -- vEN e e s - - - - - - - r p -- S5 1 51RTRED IG GYPSUM WALL BOARD EACH > _ v v r ► TERIOR PARTITION: WIENDIN MACH "� /�\ 7 ---r�- 55 ' -'!� - _ o '.t 8'-6" �8'-6" A'--6" 6'-0" T-1 1/2" 13'-6 1/2" 6'-3 t 2" - tt�:,� - t ----{5./) SIDE OF 3 1/2" X 25 GA. METAL STUDS AT I I i -- - - - I I _! 16" ON CENTER. EXTEND WALL TO UNDCRSIDE - d - --/ - ---- �F i 1/4' s s �� s s Y �3'-2 3/4 s 1 2'7 A5.3 N C ETCN - a a v a�, 1 9 8' c ELEV. OF FLOOR DECK ABOVE. FOR DEFLECTION HEAD I DETAIL SEE E5/A2.2 E3 11.- _ .2 1 �+ , �► vL ,) MECH.AA L i rROOM s I ' ' A1-HOUR RATC LEVATOR SHAFT WALL: 2x .2v ,o� EMPLOYE to I 1 iv 2 ' 5/8" TYPE X GYPSUM WALL BOARD EACH L / A�2 BREAK s b of 9 a F a 114 - - t d SIDE OF 5 1/2" >: 18 GA. METAL STUDS AT t ; • F & I F & I F & I '1_'OOM 2 M N MEN a yr�i' t s 16" ON CENTER. FIRE STOP ALL. PENETRATIONS 1 A,1 , 124 123 122 120 ° ° TNROUGH SHAFT WALL. EXTENJ WAIL TO UNOERSIUE ' 9'-0 '. 2" 9' U tLl" 9' 0 1/2" 6 9 1 j7" 8' DETAIL SEE ES/A2.2 4 3/4" -4 3 9'-0 3 4" l _ tom. 16 6 OF FLOOR DECK ABOVE. FOR DEFLECTION HEAD ti • • r = - --- ---- I F.O.S./ Z C ° ' 9 _ - 3/ rS' 1 �_ DS ,f1 /�' Y 1 5' w -1 \ I e {' -----------•-- -- -._--_ - __. ._____-- EXISTING TILT. WALL: a6 3 4" 1 '• 4X F.O. EXISTING v - - - - - - - - - -- ------ . ._ _ - _ - - : � -��- I` / 7 I . I o to 1e 1 a 2'-8" , - - 7y I ' J o 9 EXISTING CONC. TtlT WALL. FUP.R w 5 8'rCi1 . WALL �.l : 'o �� ° v I ° STORO,GE/ s O N WALL BD. OVER 3/4" MTL. FURRING CHANNEL _ -- All COAT ROOM v ! O 16" O.C. TO 6" ABOVE NEW CEILING. `-- - SALES DESK �, 1 121 I 1 I I 52 > > STAIR5 8 PGYP BD EACH 510E ON 2x4 S TUGS O 16 STAIR 126 I I to �- - l_ _ _ _.. _�. O.C. TCP OF WALL TO BE 42" ABOVE STAIR V_ __ li I I o m NOSING. SEE B3/A7.1 1�1 EXTERIOR SHEAR WALL 2: iv UP All _ - _--_� ��- I \ J 1 1/2" E.I,F.S ON 1/2" GYPSUM SHEATHING O T l 6 3'-6 EXTERIOR CONDIT;ON OR 5/8" GYP. WALL 80. ON 1 F.O.S. T--_ _ - L 1 N 3 1/2" MTL. STUDS O 16" O.C. O INTERIOR CONDITIO`. •vs ( OVER 8" C.M,U. BLOCK SHEAR WALL W/ 1 1/2" rLANTER o 0 E F G Z CHANNELS & RIGID UNSULATION & 5/8" GYP. BD. ` -- -- --I 1_. ON INTERIOR SIDE. AI 5' r-0 1 Z" o NOTES THIS SHEET o -2 112" I o u A.2 B 6 B.1 B.8 C U E QF F.I. (3 R e V ,.�., 9'-1" 14 3" LI 6' -0" 4'-9" � Oi ELEVATOR - VERIFY ALL DIMENSIONS WITH 't LIZ ---- -- - vi vi E, ELEVATOR MANUFACTURER PRIOR TO CONSTRUCTING 2 B -- - 6 B.B o �uzi o� O SHAFT & ELEVATOR PIT. PROVIDE LADDER & Q �C� �- oo A5.1 1` t' LIGHT SWITCH PER MFR. REQUIREMENTS. s 23'--4" 1<Ia _ - A 3. - T - __4 _ -- --- T - - , -- ------ -I--- --- - - -- -- O2 ALIGN FACE OF FINISH W/ FACE OFF FINISH k I! PLANTER ----- -1--- 9,--1" 14,-3 5 9" 4' 9" 26-0- 2:,'-0" 19'-6" 4'-6' 4, _ --__ - --- - - -- -- --- - - - -- --- - - < VERIFY SHAFT SIZE AND LOCATION 1 12 ( --' - �l4'-10 3/4" MECHANICAL CONTRACTOR GAs� S LINE OF FASCIA ABOVE 4 6 F.O.S.' METER /� 42" HIGH DECORATIVE STEEL GLIARORML - - -- -- -- - -- ---- - - -- = It --- 2 2A �'/ s - 4� ' O SEE B4/A7.1 & BS;A7.1 d DN. O 1/4" I-AM. GLASS PARTITION W/ ALUMINUM GLAZING M Q _ e CHANNELS. SEE INTERIOR ELEV. A6-1 01 -- --- -- "_. OFFICE FLEET SALES 1 7 7 0 42" HIGH PARTITION NTH 3" X 3" T.S. SUPPORTS AT 2T2 �l - 200 '2 4'-0" ON CENTER - SEE B2/A7.1 r - JOL FIN. FLR. ELEV. II STAIR ' Oe WOOD STAIR WITH 1 1/2"0 PAINTED STEEL HANDRAIL 327.0 `, sl AT.1 E3 SET HANDRAIL AT 34 A6(;VE STAIR NOSING. 1/2' TILE BACKER BOARD IN LIEU OF GYP. BD. FOR TILE FINISH s / TITLE OFFICE 3 1 WOOD POST - SEE STRUCTURAL DWGS FOR SIZE & 2128 10T1/4" LOCATION. i I - - `---- - --O t/4" /'-1 1 4" 8'-10 3 4" a5'-W4"1 2" �, 12'-7 3 4' _ N s� 2 _ e 7 _ It PROVIDE `2) LAYERS OF 5/8" GYP, RD. EACH i1DE . -__� ' GM C OF WALL ALIGN FINISHES. 1,11.11 VUKL It SID.WAO 213 L0s a s t9 e • v c 7--= E' I2 P-LAM SHELF & HANGER ROD -- 2. GR D ( 13 o r, C 1 N1 �N. A5.3 W `1-) --- --_--- s `� 1J�Y e N A s^ �� REPLACE. OVERHEAD DOORS W/ ALUMINUM EI 2x sL E A5.2 3 t. 11• . 2'-° v ro M N STOREFRONT SYST. TO MATCH NEW SHOWROOM I 3 2' `--9" 1' _ u RELOCATE EXISTING AIR COMPRESSORS TO EXIST. - -------- SHO SHED BEYOND BODY SHOP. o 199a .Unna a �llsetwta een1P q `� T 1 e 204 R REMOVE EXISTING A/C UNIT & REROl1T EXIST. *rlr�01 Awwm AN[TNR rlmr11At11 Ili 3' 8" 4'-7" 1' ° T ��I, N• , 0 203 ° SAFE ° DUCT WORK TO NEW ROOF TOP UNI T ATKwltc Tune I.orANr A110/111R teat m ' G ,} 1 207 to � 1111w1micRa M wr sAAld►RIIlIBrI tarNTN!• 6 F.0 S./ _ I - 1 � F.O. EXIST. - - - rtuNweIt� --- - ,z 1 1 1 4 .� -1__I t6 EXISTING, ELEC. PANEL TO REMAIN. PAINT '""" �""�°�^a 0 WA .L 1 2 ( �' �� - FLOOR PLAN LEGEND TO MATCH BLDG. - a / t TEL 1 -1 1 4" e N pa 1 t FURR EXISTING STIJD WALLS W/ 5/8' GYP. WALL MCI. T/ 7 Il COMPUTER 7'- 4 3 4" ---A DOOR - SEE A3.1 BD. TO 2" ABOVE NEW CEILING r .e ,__ ->• I 20'- 4 4" ROOM - r 1 1 _ - -- SAW CUT EXISTING TILT WALL PANEL FOR NEW _. _. O WINDOW / STOREFRONT TYPE - SEE A3.1 to WM2 71.0t" _VVIR I 1 V DOOR & WINDOW OPENINGS. -- - � -�.►Me 9x1• E -- "I' V SEE NOTES THIS SHEET <8> PLUMBING WALL - 6" MTL. STUDS O 16" O.C. W/ FIBERGLASS BATT SOUND INSULATION. ° SEE WALL TYPES LEGEND ® PLUMBING WALL - 8" MTL. STUDS O 16" 0.C. W/ 7 - -- --- - FIBERGLASS BATT SOUND INSULATION. ._-_. FLOORPLAM_, I pilo' EXISTING OFD FLOOR DRAIN /© SLOT WALL FINISH UP TO 8' A.F.F. MEZZANINE ODS ROOF DRAIN / DOWNSPOUT - TIE INTO STORM S"STEM `fY PROVIDE FIBERGLASS BATT INSULATION IN PARTITION FOR SOUND ATTENUATION, Sheet No. (N.I.C.� R STEEL BOLLARD SEE DTL. C2/A1.2 j RELOCATE EXIST. SAFE TO RFCnRD STORAGE ROOM. A 2 E2 SHOWROOM E�_ 00 PLAN E3 SHOWROOM MEZZANINE PLAiJ _ ; ;, F PROVIDE: 6' x 2'S MTI. STUDS 1016" OC. _ - nJ _- -- __ I'lll 3x RE.ESSE. WALK0 MAT SEE DTL. E3�A3.1 MVV IN PLACE OF 3 1/2" iU Y Y 01 X N WATER i /,a" �'_- (�" 1/8 _ 1'--0 � HEALER © REPLACE EXISTING DOOR,SIDELITE, & F'RAMf W/ NEW 12000 SW 66th Avenue MEC 48-02A5 BUP 96-0131 A/C IS -- 50 MIN, RATED DOOR & FRAM FURR f)l1T OPENING PLM 96-0218 6or3e -�- aPEc FIRE EXTINGUISHER CABINET W/ 1 HR. RATED WALL .iSSEMLY. '° I,pyll�Pr'/{1i)!}��'!r:Me�y4�.'iL :r.• -, <;,, -.;IF'i`IIJIIMt!c�+r,VilMil+,ryl�Il S aY�:.�", IF THIS NOTICE APPEARS CLEO MER THAN THE ocl 8 1998 F/OCIIMENT,THE FIOCIJMENTISOFMARGINAL QUALITY. MICROFILMED 1{I1III1I1III IMI1III1I1I I I{111111111{I I I{1�1��1�1{I I{I�I{I{1�I{I [ r{r{r(!�!�l�l I I{I{Ijt�l{I{I 1 WDLL mm Rt c"m _ I III{1111 nnlnll nnlll{IhIIIIIInInHhHI(IIIII ,IIIII Illflnil Inl�!(Il,ln!IIn1 IIIIlIIIIh11�1111 ill!htil Inlhllll�llllhlll IIIIIII II Inll!Fl►n!IInl11!!IIIlnlrlltdllll IIF}hal InFhnF IFulmi nFlnfl IIIIhIN nIInFF 111111111 IIIlhlll 111�h{u Iql • 1 • ... ... - a : Rpm ( AA AIll f! 6.5 C ! n G T • .,t Pt•�4N C�N�R L NO .�. QfJAILS & NOTES ON LATERAL BRACING 1 1( aF raUSP, CLG: SYSTEMS REFER TO DTL. EVA7.1 ASI I I _ I I I I I I I 2. FOR JOINTS IN GYP. BO CEILING SEE E3/0.1 A - 2" CONTINUOUS I / ' 1'XLILING GRIDS 10 BE CENTERED ON ROOM SOFFIT VENT UNLESS OTHERWISE NOTED. 4. LIGHTING FIXTURES ARE FOR REFERANCE ONLY, SEE ELECT. DWGS. FOR LOCATION & SPECIFICATIONS t• 4 y ~__� ' S. FOR SKYLIGHT FRAMING DIMENSIONS EFER R 3 [l� TO ,, • ;. Tti STRUCTURAL FRAMING PLANS M I c . -�2 I COI ! 1 ��-�-. — — -z NER OF a MASQN _ _ --- — — ----- — — 2.3 SYF'mBOL I_EDEm I, RN•P OF` K4AZUqKT D2.6 IMP, �•� CEILING HEIG4T, ABOVE FINISH FLOOR IIAT C RAT T A 'FIC DF \J -- - I TT V,aYP. BD. REVEAL , a_ --PAINTED SHT. MTI. PAN 0 }---} 2'x2' +COAST. CEILING TILE W 9/16* 7-BAR GRID COLUMN HEAD. ELIPTICAL SHAPE I 1 / / ti B' AS SHOWN 2'x4' ACOUST. CEILING TILE W/ 9/16- T-BAR GRID<9 35 y x .` SKY IGHT - - -- �; IGHT SK ICH SK IT � ,, .. - -- - - E� - ..IIS •,. .. . � ,y; �j S.1 - - -- t GYPSUM WALL BOARD CEILING. PAINT, CEILING ACCESS HATCH E-0 �b M F.O.M. ..� � II FLOOR-CEILING / ATTIC DRAFTSTOP. - S/B" GYP. BD. (1) SIDE ON 3 1/2" MTI. STUDS • S - - - -- - - - - - --� II d 16' O.C. FROM UNDERSIDE OF ROOF DECK. TO I - - .•', TOP OF CEILING. BRACE 0 13'-0" O.C. TO ROOF • Si - - ------ -" - - - -- - - ABOVEOPE N TO ROOF STRUCTURE ABOVE. 2,' SJ -- F. .M F.O. SHTG. DRIP LINE SEE nT . cc ; 0 / - _ — — F.O.M. -� - - - - LO R- III.NG - — •��. I ILL � STRUCTURAL OR �- SYgYid IT - - - RAT 1 - _ _ - -- - - - -- SEE NOTE >T5- ROOF DECK - _- 0 # S 5 2" CONTINUOUS - - - - -- -__-r • ^' '-''T - 5.9 SOFFIT VENT - - _ -- _ -- - _- _ _ _ / - RE R G D. INI H EI' I - TO 1. EIIIN _ �JJ DRIP LIN_ SFc _ _ - WALL NC RING MAIN - -- - - —2" CONTINUOI S UN R TO ROOF PL CE AF�CHORS f. E3 - E1 - - _ SOFFIT VENT BEFORE PLA EN p A5.2 (r`_ - - - - �.4• E ppEN Q T1fP: D T Of SFIR E PR Y-NG J ,SK T - -- -- 5.2 ..�+ CEILING '' __ _ - - T �_� '-2 8' z c -- - - ��. �. LATERA RAC_ - - -4_ 1G E IN lClSEE 0 /1 or SEE NOTE / r� r• ;_rte -.—� --_ 4 FURR AROUNDI r PROVIDE 2 LAYERS OF TMP. X IN. A HT. PROVIDE 2 LAYERS OF TYP. X -6 DUCT WORK � V1 AIN qq��NppBL)" 8" 6'-0" 4'-O" O.C. MA :'•.: . GYP. BD. ON THIS CEIUt-C CLEA ANCE GYP. BD. ON THIS CEILING MAX. MAX. (p12 WIRE) _ES� NOT ABOVE E --- - " I�! 1 I 1). ADDITI AL HANGING HARE WITHIN PERIMETER. 2). STABILIZER BAR BETWEEN ALL MEMBERS * PERIMETER. 3). LATERAL BRACING 0 12'-•0" O.C. EA. WAY, MAIN RUNNER TO STRUCTURE. BEGIN BRACING WITHIN 4'-0' OF PERIMETER & 2'-0" FROM CROSS MEMBERS. 4�. TRAPEZE CONNECTION TWORDE\ACTO HAVE LARGE OBSTRUCTIONS, COUNTER SLOPE. D E OF G C5 LATERAL_ BRACING DTL. II �� I 3/4" = l'-O., IA.2 8 8.6 B.7 8.8 C 0 C f.t ) R e. v I. 0 N F •E, HANO K WSPENSION MRf.S TO PX A{NFA1111A OF j17-GW GE.GALWMIED,LOFT AMHEALED MLD S1Et1 MIRE AT HANDERS A•O.C. EACH WAY. HAMGM TO K ATTACHED TO StrSPENSION IIEI1BCiE1 ANb TO 111[SUPPORT ASOgt WITH A IAINIRM,M Of TNR[[ TURN& HAP:LERS SNAIL NOT ATTACH TO OR MID ARIAM OTHER YATMAL i� O O OR(011PKNT AND SHAD NOT RLE HONE THAN 1 N 6 OUT d FIU.0 wR10VT KING COUNTER SWAYED. ti o z a A 2 6 8.8 CC ! 00 Ll A5.1 21 ALL CO WEcncw OEVICtS SHALL K OF AN AvrRovcD TYPE CAPA&E of SL4'POorm ToWs NIO m a I L SECURED TO TM BUILD"STK1C1U11E. i I i I I 1 I 3)A TRAf•EII OR EGUVALENT SHAL,K USCG WHERE DNsvRLNCnoHS PRC,CLUOE DIRECT ATIACIIENT TO THE STWUC"AV- TRAPEZE S19£N%OH9 SMALL K A MMWW O'SACK TO LACK 1-1/4-COLD WILLED 01ANNRS WHEM SPANS ExaED iA•. 1 --ALIGN WALL FINISH W SKYLIGHT HANCE" {)RLL WJNWRS SHALL K INDEPENDENTLY R"ORTCD VATN NO. 12 GADO[ it VIRE AT TPE11 KWR RITNN C / ,rOf THE HALL OR CEILING.gSOrriTHNAAN. THE WAl1 NII[ OR QOSlRE STEM SHALL NOT KAN10Mf0 Y..,. FASCIA FINISH j LATERAL NON THIS PURPOSE. I SRACMG D)YETNN a'Or THE WALLS ANO AT IY O.C.IN EACIH OWCROM, 4-F2 OMNI[ MACS SHALL ME CpR{CX9 t WITHIN T'OF AN W Ir INNNSECTIOM Or A MAIN MRU IN A H7K15S NNER AND SPLAYED W txMUS — — .— — .. _.. •• .. — •-------� + ) FROM LACH OTHERAT AN NOT[%DICING NS O[OIFROM TIME NK PLAOF THE CEAlR A SWIUt r � ,'. ,),. .. .., n.•'.• �J FASTLICD TO THE MAIN RUM"fI!f+LAURC. [7tIENOED TO AND A!A IASTi1K" TO TK fTRLK1SMA1 ER1ORS •.•' • ' ': RESIST THE VERTICAL . .. .. {•' lIANPdf11N0 THE WOO►OR FLOOR ASOK. 71K S11EUT SMALL K A7000AR TO RC •'; COMPONENT MUCED VY THE BRACING URE, LATERAL FdICE NRACRIO MMERS SHALL K SPACED A . •> !,,• \'•: '� . .:1• ' '. CD•" MINIMUM OF•WCHES FROM ALL HORIZONTAL PVWC OR OUCT YORK THAT IS IMT PROVIDED WITH ICLACIM • L,•' •L 'L„• . . .. �'. .,j' ACMAMTS FOR HOIT17OHTAL IOII M BRACING MKS SHALL K AITAOOI TO WK MO Alb TO INE • •' r '.” SWN %ff IN SUCH A MANNER ER THAT THEY CAN SUPPORT A • ,... I •• ..', ,1. ,• OESK.N LOAD OF N01 LESS THAN 700►OLRbS .t• .�j: OR 1K ACTUAL 01S10N LOAD.YRiCH[vElt Ifi GREATER. 1.4 ,��;;�� v•,•� V �. �' ATTAO•EMT a WMKRS PERPEW*CLKAR TO T11E WALL SHALL RE ALD tOOETHEA(STAMU0 TO PFe-4T THEIR YPWAmQ �.Y D •, • . �' ,,, tiLI'" ' Z•. _ _ Z ` TTR )muAlm THINS SHALL SE tiOE ISEOIAR>lY ADAMT AND PARALLEL 10 TLE MIW. TIME TYAL I ^ONK Awl LI T LI T SHALL NOT K OW FOL*a PU04 k.ALWOM 10 FA(71TTAR MSTAILA10%Nut rMY K ATrACIICO a TO THE O.OSUWE AK AE AT TWO AbAMT WALLS MIN 01MANCES SE1M TW WALL AND rAt MWKI[R ,..� KING MAINTAINED At TRK'OMR TWO WALLS. •,c --- ,! I, •• .' 4 ,, 7)ALL UGIT nXTM[S SHALL K POSINMELY ATTACHED TO THE S APOIL01 SYSY[:A THE AITAC••NC.NT r7EMCE _X SHALL NAME A CAPACITY OF 1007{Or TH[nxnjK MEIONT IN ANY DWCCTIM. nxnMREs t)OIILY WT[Rv[OAR-q/Tr Nb SKAW-ouTY SusraNSIOII SYSTEMS SNNl K uSED TO SMWORI HIGIT nxTME& INTERMEDIATE-DUTY 9vSPEN"SYSTEMS ARE p!w WE GWb WDO ERS STALL NA% SL"UWNTAL SUPPORT WITHIN Y OF EACH 901414" IAL FI 14"OF TXTK WITH A fra CMYWK HNNKR, MER[WAVY-&J" SUSPENSION SYSTEMS NIC USM,7LR'PL[MEN*AL SUPPORT q NWT 01141MIED. TANDEMnxTUW[S MAY UTILIZE ti _ — Comm WIRES. -FROPI-4016 .. -- •) WINES M TH IN ADDITION TNOUt W T0 IME AWK.o VNE SS1MXRM1E ADM OR 10 fRO HANDER Y•R MESE W M MAY K RAOL --- - now OR OMR itotMPllOIT NEIowNO M[Tris OFN/SMALL K RIOEPDKNTLY Sw"ATEo WITH SN E AT EACH CORNER TO M STRUCTURE MOM[. KNOAAII NMNG 1"nonES SMALL K mcoulmO[NAY EANPPG-RID i 111TH A MNWM OF ONE/hut ON. ...` - - D5 LATERAL BRACING NOTES �o E3 -- -- - - - - •'.: _ A5.3 3/4" = iI-0" , Y y,. El --- AS. s KWc al•nn• aroM • Lw• �_��_L �{�r t v �RP•4T �' ,. — -- -- -- -- — --- ..�.. . '-- ---------z• -7-----�—. THEN dMM/MLO!ARE Yf11 MMWMIT OF son LL •: CONC. TOPPING O FLOOR DECK ONLY : �'. • • 4 "�� AW0"TECTTMK COWARY ANb AWE YLIT TO I 7jj I _ 6 a ' ° ROOF DECK CTR FLOOR DECK ommomm r Am NARka j0*1 JOIN To MM 1L 11"a P OO"OF 11/IEE NIMEftrtUlE'cn"I OPEN - -- - -- - - - - - - --- - -- -- -- MCL. TOP CH s CEILING--� ---� OPEN- -6 �--EXIST W PIPE I' -'-- REWIRED.A AC N� kIIING N ECTION AS ---""~- ~- CEILING - TO STUDS (FIRESAFFNG INSUL. + IN DEFL. CHANNEL AT 1-HOUR _-' •w r _f OPEN I - -�.- - ---- ---- — I TOP OF STUD FRAMING _ .. . aT. Vc4 RATED WALLS CEILING 9"2 T" '—EXTEND FINISH TO 2" BFLOW ROOF ;•� AL1 � � AT 1-HOAR RATED WALLS ! TOP OF FINIS►IES (WHERE OCCURS) r,} VERIFY STUD SIZE ._ '•, c c Av EXITING wlrH FLOOD PLANS Oh•�l M' -SHAFT WALT. STUDS O SIM. MEZZANINE -- _----CONTINUE " ACOUST, fNSUL TO 'Y DECK WhERE SHOWN (M PLANS Wet NII, ` -�'-----•- (N.I.L.r.) (2) LAYERS 5/8` G't'P. EJC). LACH SW E1 SHOWROOM ' . C. P . N B4 SHOWROOM MEZZ . R . C. P . - - - -- - - WHERE SHOWN ON PLANS A2v2 NE5 DEFLECTION CONNECTION CICESS HATCH "�"" 31'12000 SW 86th Avenue MFC 96 0245 1-- -- — -- - ��-- — ----� BUP 96-0431 1 of 38 — -- - PLM 98-0218 1 2 A IF THIS NOTICE APPEARS('LEARFR THAN THE OCT 8 1908x IX)('UMFNT, "HE DOCUMENT IS OF MARGINAL QUALITY. N11C�� 1� n��yD 14"A ImKin�Itmom � �i i�,iili�iliii i rlllili��Iilii �I�IIIIjI�i�l � IIrI��IjIIIII � tI;II��II�II � (I�IiI��II�I� � ��illi��{��4 �Iilti��illlil � II��I�II�IIj� �I�I�I�IIji)(�1' !illiul Ilnlu!!unhlllllrll�lnllunlullinnlnu Inlllln ullllnl Inl!m1lllnllm nnlnnlnulnn nnhnl Ilnlnulllnlnn nulnlllnuhm HI��nII Iluk►ntlnlhlu mllnn inflfm ffnlnl!Iffrin� b,IfT+fnh1111u11!nl nnlnll Ind1l�Lnnhwl 1111 ti : v .. - - �!•v�t�tisiaL-4hsi'�.v Yfiel� -".— ".��r:YWYefY!'=>... - ..,��NA.��— _. r,�... ' 1 1 u, a.;�r, .:stiTuuniwuoai��a aa<tiaa�ae,;�F+t:r,+ a n-, +:-.� . ..• . - - __-----_. 3 S Ake ROOM FINISH S%.on__EIDULE FINISHES �GHARD 5 MONS .- -.---.....• PORTLAND. OR FLOOR RASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING REMARKS F"QOJQ 9 _ �. RM. - __-� r:- MATERIAL MAT. NO. Fl 12"x12" SHOWROOM FLOOR TILE ®F ` r' NO. ROOM NAME ' OATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MAT..RIAL FINISH f E FINISH FIN13H A. TYPE 1 MATT (ROC ARGENT) FIELD - -' - A TYPE 1 - POLISHED (CHAR90N) ACCEN' 100 SHOWROOM F1 - 83 W3,W4 -- W3,W4 - W3,W4 -- W1,W5 ASA C1,C2 ASA - 100 tOt SALES MGM T.OFFICE F4 ------R3 W3,W4 -- W1,W5 ASA W4 -- W3,W4 -- C2 - (� SHEET VINYL 101 _ ___Bl ----.__ _ -_____ ---- - -- --- TARKET , __ T X12459 BLACK A 102 SALES WORK-�tf�OM - F4 - f B1 --Wi - - ASA W1- ASA W1 T _ -ASA - wi ASA C3 BUILT IN CASE-WORK IN S. WALL 102 -- ------'-- - -` __ W4 C2 103 F3 SEALED CONCRE IE I 103 GEN. SALTS MGR. F4 - 81 W4 -- Wi,W5 ASA W4 _ _ _. -- •- - ---------___. 104 1U4 SALES SEC. _ P F4 - 83 W1 w ASA -- -- W1,W5 ASA W4 - --- C2 - 105 F4 CARPET 105 CLOSING F4 - B3 _ WI,W5 ASA -- -- W1,W5 ASA W4 -- C2 106 CLOSING ^� _ F4 -- -- 83 W1,w5 ASA -- -- wl ASA W4 -- C2 -- - 106 - - - - 1 F5 NOT USED 1 _C1J�T00V1i'S1 W - F1 -- -- 83 - _ Wl ASA -- - -- _ _ - -- W4 -- - Ci -- BUILT IN CASE WORK IN W. WALL 108 VCT _ _ _ _ _ F6 _ a rr 108 KIDS AREA F4 - B1 Wt BSG W1 BSG Wt BSG W1 A. TYFE 1 - 51940 (STERLING) FIEL1� � • ^ 109 COFFEE / VENDING _ F2` -Bi,B3 -- Wl - - ASA Wl -- I ASA ` w1 ----ASG ---~ - - ('1 BSA - 109 ( r n o 110 CLOSING F4 - 83 W4 -- Wl,W5 ASA W4 -- W4 -- C2 -- - ^ -- - 110 A. TYPE 1 - 51915 (CHARCOAL) ACCENT 111 CLOSING F4' - B3 W4 -•- w1,W5 h'3A W4 -- W4 C2 -- - 111 _ __ _ _ _ 1 t` F7 2"x2" RE STRCOM FLOOR TILE --f12 JAN j ST�GG-- F3 -- - - 81 Wl - ASG W1 ASG w1 ASG -Wt ASG C3� - - JANITOR MOP SINK 113 LEASE RENEW;t 1 F4 - 81 Wi ASA- -�- wi ASA w1 ASA --_ WI T ASA 113 - - BABE 114 - 114 OFFICE - F4 B1 Wl ASA Wl ASA w1 ASA Wl ASA _ C3 -- - B1 4" VINYL BASE 115 HALL F6 - _ 81 w1 ASA Wl ASA Wt ASA wl ASA C1 ASA - 115 115 LE F3 MECF��O�M- F3 81 W1 T ASA Wt� ASA- -TWt -- -- ASA- - Wt- ASA C4 -- - _ _ _ _ _ _ _ 116 >`# 1i7 R7GLL- __ F6 - -61,83 Wt ASA W1T ASA Wt ASA wi - ASA • C2 - - -� 82 CERAMIC TILE COVE BASE -^- - -`- - ('1 ASG SLK. MTL. TOILET PARTITIONS :i18 WOMEN F7 - 82 W2,W2A -- W2,W2A -- W2,W2A -- W2,W2A - -- --_ - 11883 4' ALUMINUM BASE 119 yMEN-` F7----,--- 7 - - - B2 W2,W2A - W2,W2A -- W2,W2A -- W2,W2A -- W1,W2A ASG BLK. MTL. TOILET PARTITOINS 119 120 EMPLOYEE BREAK ROOM F2 - B1 W1 ASA _ W1 ASAI W1 ASA_ W1 CSA C3 �_^_ - - 120 B4 6" I�INYL BASE 121 STORAGE / COAT ROOM F2 - B1 W6 ASA �W6 ASA W6 ASA W6 _ BSG - C3 --- _ P-LAM COUNTER k CABINETS 212 ��1 " - - 122 0 122 F do I F4 - Bl W1 _ ASA W1 ASA wi AS w1 BSA - C3 -- - 'S 123 F be I F4 - Al W1 ASA W1 ASA Wi ASA W1 BSG - 83 123 Q GYPSUM WALLBOARD PAINTED o _ t 124 F dt: I � F4 . - - 81 Wt - ASA W1 ASA W1 ---- ASA W1 BSA -- C3 -- _ 124 12 HALL F6 B3 W1,W3 - ASA -- -- Wl ASA Wl ASA C2 -- --_ 125 © 2"x2" CERAMIC WALL TILE 126 SALES DESK F6 - B3 W1 ASA W1 ASA W1 ASA wi BSA C1 ASA - 126 2A 2"x2" CERAMIC WALL TiLE I. i - ----- - - -- -- ,-.-- ___-- -- __,-- . __- _-___ -_.- -- ------ ---- ---- W3 STOREFRONT WINDOW SYSTEM 200 FLEET SALES - F4 - 81 83 W1 ASA Wl ASA -W1 ASA W1 ASA BSA ___C1 C3 ASA _ __- 20U W4 VINYl WALL COVERING �� pp - - - ---- --- - ---- -- - - - it W 201 TITLE OFFICE F4 - - 81 wl ASA wi ASA w1 ASA W1 ASA Cl•C3 ASA 201 _ -� __ -- -- - ---- - - -------- - -- — 202 RECORD STORAGE _ -F4 - - B1 --Wl ASA Wl ASA Ni ASA -_ Wl _ ASA C3 Y^--_ ---- 202 0 CLEAR GLASS WALLS W/ ALUMINUM RAILS O 20'S HALL �- �- F4 _-- B1 Wi - - AS� wi ASA Wl ASA �W1 ASAv C3 -`--_ _ --_- 203 LLO 204 HALL F4 --- B1 Wl ASA Wt ASA W1 ASA W1 ASA C3 -- - 204 ® EXIST. C.M.U. BLOCK. WALL je 205 COMPUTER ROOM - F6 = _ Bl - W1 _ ASA W1 _ ASA _-_ wi _ _ASA -,. Wl _-_ ASA _ C3 -- - 205 CEL �. 206 TEL. / DATA F6 - 81 W1 ASA W1 ASA r W1 Y ASA w1 ASA C3 -- -�--- - - _� 206 Q " 207 SHOWER F2 - 84- - w1 BSG W1 - BSG —wi BSG Wl - BSG Ci ASG VINYL SHOWER PART11i0N _ 207 0 GYPSUM WALLBOARD PAINTED Mm ` 208 WOMEN -F2 B4 Wl BSG wl _- _BSG _ w1 BSG _ W BSG - C1 -ASG P-LAM CABINET 208 f 209 MEN - -- - F2 - 84 W1 -BSG W1 BSG W1 BSG w1 BSG Ct ASG P-LAM CABINET 209 210 HALL F4 - B1_ W1 rAA W1 ASA w1 ASA W1 ASA C3 -- _ -- 210C2 2'x2' ACOUSTICAL TILE IN SUSP. GRID211 HALL F3 - B1 Wl A Wl ASA W1 ASA Wi ASA C4 - 11 C3 'x4' ACOUSTICAL TILE IN SUSP. GRID 212 OFFICE F4 - 81Wl A wi ASA w1 ASA W4 -- C321221 5 GM F4 - 81 WI A W4 -- - _- W1 ASA W1 ASA C3 - 213 . - -- -,- _ _ _ _ _ _-_ _ _- alEXPOSED TO STRUCTURE O PANT - - --- -- -- ----- --- -__- �•-__ -_- .-- �__.-- - --_ - -------------- PAiP:' COLOR S1 STAIR F4,F5 - B3 W1 BSG W1 BSG w1 BSG w1 BSG C1 ASA PAINTED MTL. STAIRS Sl 4::�_ C -- - - - ------- _L - - - -- -- - - -- S2 STAIR F3 - B1 W1 ASA w1 ASA w1 ASA w1 ASA Ca WOOD STAIR SYSTEM S2PAINT FINISH PAINT COLOR t A BENJIMAIN MOORE N 1465 GENERAL NOTES 8 BENJAMIN MOORE �! 1467 Y �4 C BENJAMIN MOORE H 1468 1. ALL WOOD DOORS do FRAMES TO BE PAINTED CSG UNLESS NOTED OTHERWISE. PAINT FINISH w SA SATIN/EGGSHE'_L- SG SEM'-GLOSS Revisions If � T ,c ,I. D a tAP6 �lonno Awehuootur• oerAOeny ;- THESE^.AWIMOS ARE THE PKPtMlf OV ARCHITECTURE COVINARV AND ARE NUI TO ft PEPIIOOUCED M HIT MANILA,ETCEPI WITH P4E MN ' MITTEN PERMISSION ON SIEMIA AACNTECTUAE MCL t�. i • Drown By 1 gem 7.Ot" ROOM FNWSH SCHEDULE E 61nvt T1tto Sheet No. A2w3 of X 12000 SW 66th Avenue MEC 980245 BUP 96-0431 8 of 38 PLM 96-0218 1 3 4 t 5 �y IF THIS NOTICE APPEARS CLEARER THAN THE OCT b 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. 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GLAZING MAIL FINISH HEAD JAMB SILL NOWR FIRE RATE REMARKS SIGNAGE NO.U --Auw r A\YL rA.NR- I'F1% B 0'-9' 7'-0' NLN. Bll( AN00. 1/4' LAM. ,.t NLH. Q.x. NIDD. DS/All 03/A3.1 E3/Alt 1 ------- --- Iz 1/r WI. in!! ' � • ,/,• u- -- - - V4 LWL III LMl - IAr,w. rB r-r 70' N.W. AK. ANDD. --- --- 1 r LW. G. Num. BIK. ANOD. D3/A3.1 03/A3.1 EJ All 1 __-_ AVW wmAmA 2% MIN4FUL RINAAAL NIt11,4JA+ � N N W \ OM� Y:4♦-0' e'-0' -- NIH. INK. MOD __- ___ 1/0 LMA 0. NUN. 9K. MOD. DJ All DJ/A3.1 E3 All 2 ______ �- J% - - s---- _ A•WF - "A J'-0' Y-0' ___ NW. NT. ANDD __ ___ 11' LAY. DL NLN. OLK. ANDD. 02/Al./ D2/Al1 [3/All ] _ ____ 4WTpaFQ 4% ,tr �fnI�6% _-____ Nr,m AAWRw Wlol4wi 5% J'Y n / 'r A \ NCIIpxMVM \ / mw )AAKrRW[n nD J'-0' Y-0' 1-J 4 N.M. GAIV. PANT ___ -__ ______ H.Y. GNV. PNMT DI 43.1 01/43.1 EI/A.1 5 % '" I €A S-Ir 7'-0' -- ALUS. BIT. ANDD. ___ _-_ r LAN. 0L N.W. Mg M40D. D2/All 02/All E2/A3.1 4 ______ 11 6% ^ _ ^ __ .__..__7Y A 3-D• Y-0' -'- /SLUM. BIT. N10D. --- -- 4' LML GL ALUM. BUT. 02/Aa1 02/A11 E2/A3.1 3 ------ -- '% sWN01110 ORIS) SINGE AUTO SHOWIOOM DDDR &FOD AUTO 5 OIMt0(w DOOR FLU91 DOOR s ruA91 DOOR w/ MWTE / OOEUIETYPE 'A" TWE "B" TYPE "C' TYPE '0' "' TYK "E' I ' w r. . - - FF Yc �• If _ I \ ,/.• LAM. aA45 -1/4',Aw aAss aA[un IOTA G ]' 7-0' 1-3/4' WOOD PAINT --- --- ------ NN. PANT /A11SIM 04/A11 11 6 ------ -- IOIA IO%A _F Y-0' Y-0' 1-3/4' S. PANT --- --- ----- HA. PAINT 5/A11SN E5/A].1 E4/A3.1 7 ---- - - tO2A -- - I/°,I.M. CL41 , P 1070 D Y-0' 7-0' 1-3/4' SG PAINT --- _-_ ------ N.M. PANT 4/A3.1 SAI D4/Alf E4/A3.1 7 ------ -- 1028 3'-0' 7'-0' 1-3/4- S.C. PANT --- -- ------ N.M. PANT 5/A3.ISW E5/All E5/Alt 6 ------ 103A - 111AillC - _ F�t1.tLN. ••'t •f IIIA C 3'-0' 7-0' f-3/4- SC. PAINT --- --- ------ N N PAINT 4/A119N D4/A&11 EA/A3,11 0 ------ IM ROW 10BA - � RUSH DOOR W/ GAZING y Xl HOT USED J'-0' Y-0' 1-] r SC. PANT ___ ___ 1 4' lN1 OL N.N. PANT 4/AJ.iSIN DI/Alt E4/Alt 0 ____- LOS AOW 1088 fLU91 D(.JR w/ SxJEu1E 1, J 110A D 3'-0' Y-0' 1-31e SC FAINT --- --- ----- KM. PANT 4/A3.1 SIM D4/All E4/Alt 0 -__--- IIIA TYPE 'G" TWE 'H" TYPE 'I" IIIA 0 3'-0' Y-0' 1-3/4- SC. PANT -- --- ----- H.M. PANT 4/A3.ISN D4/Alt E4/A11 0 ------ IIIA R . AkL JZ N-O" 7'-(' 1-3/4- SC PNNT --- --- ------ N.N. PANT 4/AIISN 04/43.1 E4/A3.1 9 - ----- --- 1124 -:- :•!� ] 113A 0 J'-0' 7-0' 1-3/4' SC. PAINT _-_ ___ ----- N.N. PANT 4/41511 0443.1 E4/Alt 6 ______ 1134 •',r•• -.-1., i.. .- ,.... ., l;i '.../ ,: :[ ' :+p TINA'-'_ S-0• 7'-0' 1-34' SC PAINT _-_ __- -__-_ KN. PANT 4/A315N 04/Alt E4/A3.1 0 .. _ _ 1144 1 - 1' SC. P T 20 MN. 1154 �}•. 4 ,. • 1150 __ ___ ___ ___ ____ PAWT ___ ___ ______ -__ PANT ___-_ _____ _____ __ 90 NN. EXIST. Z,,, vaW 4 nW i; - -. S 4/ E e0 YM. AwMa .rArr.7 w Aw 11x _ - IIIA 0 3'-0• Y-0• 1-3/4' $G PANT --- --- ------ NY. PAINT 4/A3.1SN D410,11 E4/All 9 20 MN. , B I1SA D J-0• 7'-0• 1-3/4' SC. PAINT --- --- ------ X.Y. PAINT 4/A3.ISIN D4/All EI/All 11 ___ roup IISA �. 119A D 3-0' 7-0' 1-3/4' S.C. PAINT --- --- ----- KN. PAINT 4//3.19M D4/A3,1 E4/A3.1 It ------ MIN - life _ + 120A f Y-0• 7-0' 1-3/4' S.C. PANT --- --- ----- HM. PANT AIISIM D4/A3.1 E4/Al1 B ------ AN. IT. 120A --- 1214 _____ _____ ____ __ ___-_- 'IN WIE -- 1214 NOT USED - a mom 122A E Y 7-tr 1-3/4" S.D. PAINT --- --- ----- N.M. PAINT /Al1SM D4/A3.1 E4/A3.1 6 ------ _ 12^.A 123A E Y 7-0" 1-3/4' SC. PAINT --- ---- N.N. PAINT 4^IMV D4/Alt E4/All 6 ------ 123A C) W 124A E Y T-0' i-3/4' S.C. PANT --- --- ----- H.M. PAINT 4/A3.1SM D4/All E4/A31 6 ------ -- 124A 1x ' y« 126A D 3'-0' 7-0' 1-3/4' SC. PAINT --- --- ------ H.M. PANT 4/A3,1SN D4/A3.1 E4/A3.120 12 ._-_-- 202A D J'-U' 7'-0- 1-3/4' S.C. FAINT --- ---. ------ X.M. PANT .i/Al1SM D4/A3.1 E4/,U.1 9 - - -_ 204A D 3'-0' 7-0' 1-3/r S.C. PAINT --- --- ------ N.Y PANT 4/Al1SIM 04/ASl E4/A3.1 -13 60 MN. 44 MW N1s A4aaY 204A - X 207A D Y-0' 7-0' 1-3/4- SC. 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UP z THRESHOLD SEE HOWR SCHEDULE i ENTRANCE MAT, WHERE OCCURS -- J 1/2' UNLESS NOTED 3/16' TO DOOR �+ TO ADJACENT g / REFER TO PUN - W TO DOOR - AUTOMATIC DOOR BOTTOM 1_ 1/2' OTHERWISE ON PLANS WHERE OCCURS SEE HOWR. SCHED. a SLOPE lx S TTINC BED BY MAT INSTALLER gem r 0 ry SEE FINISH SCHEDULE $ SAX' INT FINISH FLOW COVERING /� SEE FINISH SCHEDULE FOR . 1I - HN. FRAME 7j 0 r / fL00R FlNISH L N..., WE 2% OPf. 22 SEI FINISH SCHEDULE L E MA%:- - FIN FIR. I1 I IRI Wu a Lull IO Ifml i �I A%. TIN iLR. -� 0 -DOOR r n r 4• THRESHOLD SEE HDWR SCHEDULE p ° y ♦ l i - - INTERSECTING WAIL WHERE OCCURB t� !�` �• �, ~ DOOR BOTTOM PROTECTION ♦ 1" �+"''• "t 1.t ♦ �, ( - --_ - GLAZING AND 5701' WHERE • I. A• SEE HDWR SCHEDULE r I Y Bei - OCCURS, REFER TO PIAN ONC. SLAB .I °. ♦ y` I VfY. WIDTH w/ CONCRETE SIDEWALK ♦ // �2\I USE STANDARD DR. Shatil No. I WHERE OCCURS SEE PLAN --- EXIST. CONIC. SLAB "-CONIC. SLAB 3/4" FRAME DIMENSION . nII .1 PROOF �- RECF EO FOR ENTRANCE A3 , 1 ;' ifn C.q W-W . I~ E1 EXTERIOR SILL E2 EXTERIOR SiLl_ E3 EXTERIOR SILL E4 INTERIOR SILL E5 JAMB & (HEAL) SIM . ) "•, 2000SWAMIIA4AVr MEC 960745 - PUP9J-04J1 9HJr Idb..r_' '. . . PITA M-0214 IF THIS N07 ICE APPEARS C].EARTH THAN TNF. OCT (11998 SDMX'IIMRNT,TIIF.DOCIIMENTI50FMARGINAL UUALI��-- N11CRO�II,MISD -�1�I�II ox ��ap�I�I�I�I�I�I�f�111111111�1�1�1�1�1111111111 1I 1 11fiIIIIIIII I I�I�I�I�QI�I Ippli�ill�l I IIIIIIi�l�lll Ilil,lll�lp�!II IIIII�QI�IIIII�IIQi�l�l�ll I. 11, 11 �l 9�1 �111uhnlDndnn nBa am Inn nulun mlluB o1r i by u 4 ell 3 4 , HEAD__ ( RI BRC)OKS PORTIMID. OR T O. O MULLION -HE AD w e I �`� HEAD HE AD B 0. - t AM. SASS LAN. GLASS li 0 �j _-- l-- — I HEAD H _ -__ �n MULLIr.II MULLION �- ' \ �� DOOR LAM. GLASS DOOR N T I 1 r) I IAN. GLASS OPENING 10. - T-O-- - =-J---#- T 0. OPEN114 1.0 - f� _ �' - �_. - \ MULUUN 'AULLION --_ MULIIGN MUU_'UN MU,I_n_)rl �AULLION SILL I / o CL M M LAM. GLASS F. � LAM. GLASS F.F. IAM. GLASS LAM. GLASS _ F.F - I - LAAI. GLASS F.f. '� LAN. GLASS LAN. CLASS / \, F F. "� - I r LAN. ASS F.F. _ Ic M i �.' ; F.F..._.-. l - M ��INSUL. EFRONT WINDOW STOREFRONT WINDOW STOREFRONT WINDOW STOREFRONT WINDOW E STOREFRONT WINDOW F CURTAIN WALL SYSTEM STOREFRONT WINDOW GLASS B INSUL. GLASS C INSUL. GLASS D INSUL. GLASS INSUL. CLASS INSUL. GLASS INSUL. GLASS 1 -_ --9_t�- --- 6'-8"_ E b'-6" _ x HE AD IH_EAD n 1 IL MULLION — tiluLLorA 10, —----._--_12'-C'•_ . __------ \ \\ \� \\ \\ \ \ LAM. GLASS \ a -- �-U - -- -�- -- t I� B.O.I LMA. GLASS LAM. GLASS LAN. —ll `t c LAM. GLASS p 4 —.� H_ n MULLION - _� i.0,- n r1EAD I _ HEAD ^ GLASS L — n ( / MULIION -- --_ --- �, MULLION / B' 4 LAM. o / ` -- o GLASS (BOOR LAI. GLASS v v LAM. GLASS L'A'M 0 OPENING T 0. L-- DOOR GLASS _ _ --- OPENING - -- MULLION - MULLION SILL SILL -JI 'L. 'G \ M LAM�ASS LAM,�A7 Cr LAM. GLASS LAM.'GLASS LAM. GLASS \ CSS LAN. GLASS LAN�GLASS 4W. adASS LAM. GLASS LAI. GLASS F.F - — — F F F F.- F,r. sNOTE: SEE FLOUR PLAN FOR VERTICAL MULLION & JAMB LOCATIONS CURVED CURTAIN WALL SYSTEM CURTAIN WALL SYSTEM FIXED ALUM. WINDOW FIXED ALUM. WINDOW' J INSUL. GLASS K INSUL, GLASS CL INSUL. GLASS W INSUL. GLASS CC F Q } - - \\\ 0 M I. M 4'-0" (� 4'-0 I HEAD HEAD I "�,MEAD HEAD- ri _ I SILL C o �\ y SILL_ . co 0 I I ! v ME v MFZZ. F Fr'I ME7Z. F•F– <� F c ME'c. F.F., F.F. FIXED ALUM. WINDOW N OPERABLE ALUM. WINDOW Q OPERABLE ALUM. WINDOW & INTERIOR H.M. WINDOW Q INTERIOR H.M. WINDOW M INSUL GLASS INSUL. GLASS INSUL GLASS 1/4GLASS 1/4" GLASS i R *,Yfsions Ia. 4 Z J ` _�_----- 5/8" GYP. BOARD EACH SIDE a �--- MTL. OR WOOD STUD WALL SEE FLOOR PLAN ___ _-- - ----- l? `� EXIST. CONC. 'TILT WALL CORNER BEAD •J ,�� 1/2" CHAMFER �-- ALUM. GLAZING CHANNEL D 3 1/2" MTL. STUD KICKER �- ALUM. STORE FRONT 2'-0" 0.C, r� WINDOW I yr 1/4" LAM. GLASS <0c DRIP FLASHING 0 - 3 1/2" MTL. STUDS 2 18' 0 C. TO STRUCT. ABOVE EO E0. f - 5/8" GYP BOARD ,r \I ACOUSTICAL CEILING w/ D2 HEAD JAMB C GLASS PARTITION D3 HEAD / JAMB CSC O N C. TILT WALL 9/16 T BAR GRD / - 1/4' CLEAR GLASS _ -- - '� - -- - EXIST. CONC. TII-T ! WALL BEYOND -- ALUM. GLAZING � _ — ALUM. STORE FRONT a 1006 sienna architecture .iompAn �,' --- CHANNEL CORNER BEAD WINDOW THESE GRAWINCI AAE THE PPW"TY 0 ME ' I — FACKER ROD h SEALANT AACHITECTUAE COMPANv AMU AqQ Mat To I SHIM gEPAOpIICED N ANY 4Ax1E11.ExCFFt MI1iN TI! WPM TEN PExw/MON OF SIENNA ARCMTIMIK tW _ . - --- 3 1/2" MTL. STUDS GALV. SHEET MTL.. 'k __ - / FLASHING � 16" 0.C. '�� M `� 1 4'' LAM. GLASS � - . -- - ALUM. GLAZING CHANNEL -- r 5/8" GYP. BOARD EACH SIDE i ,`!r ter' �/ c / Urawl 96M2 c7� p. bl -T v 3 1 2' MTL STUDS O 18" O.C. — — ;', I - '�'� 5/9" G P. E3CARD EACH SIDE M S 3" X 3" T.S 4'-0' 0 C. r J" X 3" T. ® 4'-0" O C. t?) - 2 X 4 WOOD STUDS Job No. oar - ym SCHEJ. EASE WRAF UP dt ---- EIFS FINISH ___ — ! BASE PER SCHEDULE M- 6 Wm3w1 E �_,, J!� OVER TOP OF GYP. BOARD SILL FLASHIN,; _�� ,-- FLOOR FINISH PER SCHEDULE SCHEU. FLUOR FINISH / EXIST. CONC. SLhq 1��W �T�• A n Q n n CONC SLAB D CONC. FLOOR SLAB >:3F1l1A1 No A ■ 2 Fl DETAIL_ C PONY WALL & GLAZING E2 TYP . GLASS PAF; TITON S! L L E3 E. U.S. PON ' WALL. I� �f '2000 SV1'BFMh AvenueMEC 1r R ,. 61JP as n•,71 10 of 1 s:• •fir. nrr... t_. i 'a_ M 9fi 02• - --IF THIS NOTICE APPEARS CLEAREF,THAN THF. OCT 81998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. N11CROFILMED 111111 I!tllllJlllll !111111 11111 1III`111111 1111!1! 111111! 11111 i l'j!1T[II!1111 I l�11111 !�(�! f1!111111�11' 111t11111111j1 11111111!1i11� J!— Z., 141 lnllnt nnhtu unlun►nnhnt nnlittt uuhnt nttlu�nnitnt Dolan nsnun nrlunh►ttlts�iilllntllrtttlnnlnnlut;ttnlntl II'thtn st�shsnhnslrrtt Inlhnt mdnu nnhut tntlut athm nthn nulnn nthnt ttnlun:;nhn►nTtiu±�I►It �. IOWA" .a,......TSi.. e -_•..a.-., .. _ .. �. ° iwF-,arrx _...ue........ u�.ts.a,.-rcm'Lrrs . ......amu.-..: _ ... .. ',' .. , tx�oxaihtiP�t • �! 'tAA9?"•.A�R""�'F*1 ., .. P-..s.r...-...._...-,x.-,. _... ..,...... r....•...--,• :..,..-..... n--=.+ ..r-+..-._..,,,- ., c i r Y • 5 5.1 5.1 5.J S.S ' d 7 TA4 A A.7 8 �fljS� 8.7 �� ^0 6'-(r" 6'-O" 6' 0" S R200'- 4'--6" 4'-0" Or 'r r T.O.P. T.,. "' :. I•� N 5 TYP. T P. -*' --_ _ ___ �..+• :..�.^ .`_.:.; ,;• �.•`,•�„" MEZZ. WALL YJNU I 1 3.2"b SL F TYP 1 t / P. o ---� W > LA D4ARK At R K E '' i '-- ,r/.,•.... ,� .T,.._-:.:p,� mar;ry. i. _'4 .'.--t r- _. - ,/,��` EXISTING BUILDING . J-6 - - 9 i o& ♦ t ,•1 •♦Sv: �..,f j''1•' ;r ;^ < ��^';.(J -I Yr �J.'�7�1• '1` r.,? ;�i '• —`./ N.LC �-� 2 • S p , e • i -"""'� I 1 TY Et±1- 's o O , 9 r V A ._ , 0 O � ) A am �..�. 7X/� GRADE F.F. LINE G{c:Df r F,F. UIdE — — / L NEW ALUM. STOREFRONT Il TO REPLACE EXISTING ° FOOTING / ROLL-UP DOORS A5 SALES DELI ` E-RY -- WEST } A2 SHOWROOM NORTH ELEVATION _ - _ 1 /8', — —0" A2 A.7 6 m D F E D E1 SEE PLAN FOR C 6.8 8.7 86 8.5 6 A.7 A.2 A AA - t A5.1 WALL SECTIONS �" o BEYOND 1 0" 4' C 7' 0" 7'-U" 7'-0" 4' C" T 0" 7_ U" f'-0" -_ _g•. I - -- Q . .i TYP. TYP. FO 13 TYP, I -- 5 3 4 4 0" W I ;'•''_Yt.:,•. +,T ' .:;, 10 3 2 2 ;IOP / TYP C. TYP ^ :. . In <v / _- NDMARI� L� .:.. .. . . ... ANDI�'� AR / �+ - ---- �_ s TYP. z ...... . ... i � , I 1 --- _ `--O _ 0 v' F.F. LINE LINE A MEZZ. _ EXISTING BUILDING- N. UILDING -__-__-- ------- i �; o OO G cy, sX FF. LINE ] F.F. L1NL GRADE / GI{ D� •�• � T - L-_L7_ _ - + -_ - ._ _ � z1_-L� -- - - -- - - - -- - - - --- I - - - - - - - - - - - - -__ - _ -- -%- - - - - - - -- -- -- -- _ _ _ - _ _ - - - -- - --, - - - -- - -- - _ _ __ _ - - - - -- .__ . _ C FOOTING 2 -5*HOWROO�V� EAST ELEVATION C5 EXIST STAIR - WEST 3 2.5 2 B A l , A.2 ) 6 5.5 5.2 5.1 5 dl Q \\\ 1 Et 3 Revisions " _ _ I a'• 0 -4" R'-10" T-0 5' 0" 5'-10" - 3' 0" 1'_a" 4�0" 4'-0" s'-0' 4'-O" �'-0" 3 -a" _ 1 _t,___.— 200'-0" TYP. I "I � .p•. . ti. ,t•'r _ .r... . Q / I I I 1 TYP. i. _ �T.O.f'-- ---- --- _ _ _ ---- - ---- --- ------ -- -- - -- -- -------- ._ - _- - - -- - - - - - - - - 1 p _* Nin Q i I ---- I , n -- - EXISIING BUIL I� ---�� -- - - - - ---- ----- 9 2• A.r r f,• :�.` r ;'' `.: 9 I i_ - __— _ a F.F, •__-_ ----- - I I �• MEZZ. �.- T YF. — -- ---- MEZ II :,�•�..:.' � o � F.F. LINE 9 - - - - - - - --- --__.. —--- ---•- r�•••a 'J.1. yLru �•A' � —_---___ ! I Z. I » - - --- - --- I - - --- - -- -- — • s ". t � \ / F.F, E GRADE — FOOTING D2 SHOWROOM SOUTH ELEVATION D5 SALES DELIVERY -- EAST 0 1905 41•nn• rrchlt•ctws oomP•nV . END EXTERIOR ELEVAT*N COLO' KE r EXTERKM ELEVATION SYMBOLS LEGEND T11EK DRAWINO$ANT THE PROPMv 0►S*WA { EXTERIOR ELEVATION NOTES LEG ARCr11TFCTURE COMPANY AMU ARE wIT TO Al•" 0 AMCWTCEDIANY YAAN EXCfOT,NlIi,t4R �,..� MIS1ri!I�(Adss10A a NNU ARCWWWA(Lore Ot GALV. SHEET MIL. COPING - (PAINT TO MATCH O ROOF DRAIN PIPE - SEE ROOF PLAN FOR SIZE -- -.---T PAINT COLOR '3' BCXXX DOOR NUMBER. SEE SHEET A3.1 ADJ. WALL SURFACE) CIVIL TO CONNECT TO STORM DRAINAGE SYSTEM r,",INT COLOR SHLRMAN WILLIAMS SW 2117 (PAINT TO MATCH ADJ. WALL OR COLUMN) T/M RODDA 883-P1 (TOUCH STONE) - �" ROOFING YOND - TYPICAL MICA SEMI-GLOB FINISH ON O WINDOW ;YPE, SEE SHEET 43.2 2 LINE OF ROOF G JE Drawn J '•:: (MICA), � SEMI-GLOSS FINI'i4 ON O9 LIMF OF MEZZ, FIN FLOCIP BEYOND E.LF.S (STOE SAND FINISH) F.L.F,S (STOE SAND FINISH) gem OVERFLOW SCUPPER BOy AND DOWNSPOUT - SLS a2 1/2" E.I.F.S. EXPANSION JOINT W/ BACKER ROD (PAINT TO MATCH ADJ. WALL) � - 24" LL INTERNALLY ILLUMINATED CAN CFALANT. o Me. D� LETT S BY OTHERS FAINT COLOR '2' - —_ �: ,;.a;n ."'\.'= PAINT COLOR '4' ,•...1.,n, y�. ' EXTERIOR C(11.UMNi O SCUPPER SEE DETAIL C+ r p .?�• Irl•'+, MILLER 8802W ------ A1.1 THRESHOLD GRAY) SPIRE, A 'NTL DTLs. BENJAMIN MOORE t� INTERNALLY ILLUMINATED FORD LOGO BY OTHERS "�!`�" *.:".':�'^`''�: % (WHITE), WHITE GLOSS =1NISH „•yla•�" +.;.. _,EMI-GLOSS FINISH ON OS 4" DIA, METAL SPIRE PAINT (GLOSS WHITE). r -'" 1 DOUBLE PICHEU SKYLIGHT E.LF.S (STOE SAND FINISH) EXE'EF�Fi �A h SEE DTL E1 , t— I, A7.1 tO 1 1/2% I/4" V-GROOVE REVEAL 6 T.S. ACCENT FIN (PAINT GLOSS WHITE). ELEVATION GENERAL NOTES = � l!ll�"i No. 0 SEE DTL E, t0 E.I.F.- (VER EXIST. CONC. TILT PANEL �'" ' '—�'"'' " 1. CONTRACT TO FIELO VERIFY ALL DIMENSIONS PRIOR TO CONSTUCI,ONA4ml I 0% 6" DIA. PIPE COLUMNS (PAINT GLOSS WHITE). SEE - WALL SECTION E, 2, VERIFY ADDTIONAL E.I.F.S JOINTS IF REQUIRED WITH ARCHITECT IM AS 1 12000 SW 661h Avenue MEC 96.0245 `— — OUP 96 0431 1 11 of 38 3 �5_ PLM 96-0219 „ yk'A IF THIS NOTIC_'C APPEm RS CLEARFR THAN THF. • OCT g 1y9t' DOCTIME.NT,THE DOCUMENT ISOFMARGINALQUALITY. 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M-I'"-,.w1.Wa ---•�""'- -w ..---- -' r..- '!e-`��.�A;�!-�!AF --, __. .... _._ ........._... ._,r;.q�.r.,r-„.....-............. _ ..�.-a..a.. •...•,_. ,:1�..:..K, .. ..,,r. o'.. -'t f3'�it`;°�'- .- - -. ^ .. -- ----- . - -----____ .._ - - ANN Nom Stt EI A5 1 rOR , TYPICAL NOTES, T.O.PAiIAPf T 5/0” PLYwO(X) 5+WAMING 31'-0" A.F.F. LINE OF PARAPET 7 ! BEYOND �� •'i} EIFS FINISH 2,N'+ Fk OC1ttN0 ,`1 •' �) RV d NAILS 1/7 WYWUOD' - _ 1 id SHEATHING BACKER ROD k Sf A ANT ~' TJI JOIST ----- ALL SIDES • _ ^� "` '-" "`�''- ---- �- GLU LAM BEAM --� _P�SIMP ON LU24 - _ ' (2 16d S y STANDING SEAM S.M. COPING -. HANGER PREFINISHEO AND I'ELD PAINTED P.T. NAILER, CUT TO SLOPE I - 6 X 12 HEADER n FASTEN FLASKING iG WALL O 'L4" 0 C. ALUM. WINDOW �--- GYP. BOARD Q ti SYSTEM i- DU(YL OR NEOPRENE WASHER GYP. 60AR0 - -- .� FLASHING MEMBRANE CONTINUE OVER TOP OF WALL FLASHING MEM BF:ANE TY O 4" O.C. 4" CANT CEILING TYP• � CONS INC _ 4" CAN �— - � T.C.PlIf:APcT / BMT UP ROOFING MEMBRANE FIBERGLASS BATT INSULATION W/-- '' P BACKING r.• " +11f, t VARIES S.M. CONT. CLIP (2) Ip10 SCREWS EA. TJI v, BUILT UP ROUTING gLro. ' FASTEN TO WALL 3/4' PLYWOOD SHEATHING MEMBRANE tS 2 X 6 WCOD STUDS O 2'-0' O:C. THRU MEMBRANE / ►' v + O 24" O.C. F FINISH -----� '- '-^' - - _-- 2 X 4 CONT. BLOCKING y EIS - FOR NAILING / 1/2" PLYWOOD -- - -- - t } _� ----^„�•j�-' 3/4" PLYWOOD l.'UT 70 SHAPE ----- - # —_ _ - O 2'-0" O.C. 2x4 dJIAG AL h •'� ,1,,,�. BRACE O 4'-0" 0. _ - - - -------.—_ - --- - 2 X 4 WOOD STUDS O 2'-G" O.C. --- I W/ (2) d _ - - - _- _� ___-- - - • 1 NAILS e • bEA. ENO B G.L. BEAM. SEE STRUCTURAL 14 GA. GALV. 6' 18GA. TRACK TYP. TJI JOIST 3 X 3 RADIE SED STEEL LE CONTINUOUS (TYP.) / / ` W/ (2) IO SORE FIBERGLASS BATT INSULATION - 2 X 6 WOOD STUD EA. S1U� 8c TJI W/ PERE. FOIL BACKING } GLU LAM SIAM 4'I ! / PER STRUCTURAL INSULATION 6" IBCA CLU LAM BEAM PER S112iJCT. STUDS 16" O.0 F - � 'oy 6" 18GA. MTL, STUD I DIAGONAL BRAC OD 1/2" PLYWOOD 0U. 0 ` ` ' FRAMING O 24" O.C. I 4'-0" 0. W/ ( ) 010 SHEATHING -- GYP. BOARD L.1.. 0 SCRFWS A. EN 5/8" GYP. i �� BOARD GYP BOAR 4" DIA. PIPE -- 6 X 12 BLOCKING •� ^•; ■ x l (PAINT GLOSS WHITE) FIBERGLASS BATT INSULATION _ i BETWEEN COLUMNS '� .� R . i I / :K s — ACOUSTICAL CEILING 6" M.S DIAGONAL BRACE AT 4'-0" O.0 ,{ W/ (3) X110 SCREWS EA. END _ti fG ,•n-x,� _ft YWJ (2) #10 SCREWS TYP. ACOUSTICAL CEILING ACOUSTICAL CEILING WALL BEYOND• r- - -- ,» 5/8" GYP. BOARD I 1' CONT. DRIP -- ELLIPTICAL. SHT. MTL. PAN O - - ^ (PAINTED) 2-� TOP OF COLUMN. PAINT 'N r I I � r r LINE TO MATCH COL. �` 3/16 SHIM SPACF TYP. 3/8" PLATE -� 3/16 I �� , I r •f.! C+ (PAINT GLOS WHIT CLR. ANODIZED ! I I " ALUM PERFORATED - 6" IBCA. MTL. STUD JOISTS. o DOUBLE 2 1/2'x21/2" PERFORATED 16" O.C. MAX. W/ 6" 18CA i8GA. CONT, RADIUSED STAMPED METAL 1 SOFFIT STRIP W/ VERT HANGER MTL. STUD ANGI'S W (1) M10 SCREW SHEET + INSECT SCREENO.C. TO EA. STGD / I ( 1 1/1" CONC. 12'-0" I � PAIN OL FOR UNDERSIDE OF FASCIA I I I TJI BLOCKING F.F. LINE MEZZ I 1 I TJI JOIST F.F. LINE MEZ - T. MULLION" 1 4" 11'-0" A.F.f. tt'-0" A F.F. _ 14 CA. GALV. i - { -- 3 X 6 ANGLE CONT. I 4- 1 " i f 3/4" PLYWOOD SHEATHING f I ! I4 Revor� s 14 M 1 F:» r, II GLU LAM BEAM 0 2 X 6 METAL FRAMING I� " 4• ----"- 6" CIA PIPE COLUMN ` (PAINT GLOSS WHITE) --�/ u 1/2" GYP. DOUBLE ,s BOARD WRAP PLAIT" ACOUSTICAL CEILING — `. —_•--- I 8. MULLION 5/8" GYP. BD. EA. SIDE •�r 0 gj 2 2 X 4 STUDS O 16" O.C. 117 U b� " } F�- TO MULLION V ' '• TYP /I / SHEATHING 3/16� WALL BEYOND " \ I ANCHOR-BOLT ;z �`^ a SiO� e!•nr,• •r aA11 w!vt� aa��:, �.r1 3/9 PLATE -- - -`�` .o ! (PAINT GLOSS WHITE) ! � - ALUMINUM CURTAIN PLATE E rester oa•wsa>f� *►1(MMw!xRr pM�IQIYIIY A'� `` _ -- WAIL SYSTEM AP:M'16CHMRc 1.010 �AIM AN N't TO A� 4" CONC. SLAB SEALAN`I AND BACKER ROD � � ttvaodFlcEvelt+nrA�t[a.iFiar1+K1Nt11e1 SHEET METAL FLASHING //�-- J -- - - -- // -- 4" UONC. SLAB `�.\•` w!!Itttr�CNr laFofrr�+walactld!q 4 3 2% SLOPE. (NOT SHO / CN GF'ADE _ // F.F. LINE I . LA FIBS < �0 316 0 • v • • • • A •' a i• • ' f.F. LINE --_- e- • . a a • e, �.,... ti •.., •Y" `.c �' , ;1 A d r M 01 70 -_. _. -_.-a �- -._ - -- '.\/ ;. .�\ 1 1/2" RIGID •-� - W/1(,�.,wE INSULATION 1 l \ 1 112- RIGID rNSULATION j, I � �,,/ -_- 2` SAND LEVELING COIIRSF_ /7 /� .�. 2" SAND LEVELING COARSE W,/ VAPOR BARRIER . \ ( I W/ VAPOR BARRIER EARTH --------- FOOTING BEYOND. SEE STRUCT. FOR SIZE & REINFORCING L ------ -• - -- --- ---J 9heOt F4 SECTION C' SALE,-) MEZZANINE E1 ECTION C '-HOWROOM ENTRANCE - --- 3/4" 1'-0" i 3/4" __ _ __ 12000 SW 661h Avenue MEG 960245 2 12 of 36 ' 1 .. + „ • x�q�iet.i�lt3cro TiN!sitil±tt > k1e 13384}k HJP96043 w9� /� t ,f f;�4s/ . ._.?. 1q,1Si, ; .•p JMiiRlli:rcalil�iF �s''rvA�lM3.N�J:�S.WwIR�+q _._ PI M 9r,0218 +,r f' IF THIS NOTICE APPEARS C LEARER THAN THE OCT 8 1998 IN)Cl1MFNT,THF.DOCUMENT IS OF MAR(;INAL QUALITY. MICROFILMED rlriTP111111 i �i�f►i�{�i'I� �fiflfil1111i i iiii�l TVi� IMCII MAtI[M dltNll ' s nnlun nn!lul nnfnllhl�il nu unhm uniml Indnn unhm unhnl nllhnl,Iln m nllluu uulnmm�bn,IIII{IInlnu{nll nn!nnllln4lntII�11I{1111 u1h11I nllll,tulnll►In Imi�Inllnlllne nlhlll Imhm mlblll uuinll nllintl►t1I { a .. ,.. ... .'. ..,,.-. -. - ..s .,i i i. -..::.....: ....,... .. - .. ... _: _. ... .:...I, ..ZF t .Fal y} •"'�.L a. a .. 'I I 7 .- ___ tI .. - -..I. . f Y "Y _ :-i-a-._i • —ae. .e.-s1—.—.-...--.. =a.— �"' � Y ------- — WAL —_- -- a — - 1 TOP C PARAPET --� B6 bJ , A STANDING SEAM SM COPING - • �Y- i PREEINISHED AND FIELD PANTED' + ' P.T. NAILER, CUT TO SLOPE NOTE SEE EVA5.2 FOR TYP. NOTES C 1. FASTEN FLASHING TO WALL 0 24. O.C. 1 T.0 PARAPET y UUTYL OR NEOPRENE WASHER I VARIES — FLASHING MEMBRANE CONTINUE OVER -"' 'I TOP OF WALL HIES FINISH T 1/2' PLYWOOO Yf 5/8" PLYW INC SHEATHING BUILT UP ROOFING MEMBRANE nn( T.O. PARAPET 3/4" PLYWOOD 25'-0• A.f.F. SHEATHING EIFS iIN15M J.. OPE lox _ E 2 % 6 W.11) STUDS 0 16' O.C. '• SCUPPER BOX FIN WALL BEYOND w r 1/2" PLYWOOD GLU LAM BEAM PI R STRUCT. o TA JOIST 2 X 6 WOOD STUDS 0 16' O.C. - Q FIBERGLASS BATT TS COLUMN BEYOND AT GLU LAN INSULATION W/ BEAM. SEE STRUCT. '1WG'S. PERF. FOIL SAMNC f BFF F18ERiLA55 BATT INSULATION p <' GLU LAN BEAM PER STRUCT. :: % PLATE ANCHOP BOLT 4' %.4' CALV. KETAL D.S. x - SEE A1.2/85 FJR SCUPPER/ D.S. DETAIL FLASHING MEMBRANE ILi4. 4' CANT CONC. SPLASH BLOCK Y ul fCOUSTICAI CEILING BACKER ROD $ SEALANT ALL SIDES � ACOUSTICAL CEUNG ••�c ALUNRN. WINDOW SYSTEM 6 X 12 WINDOW HEADER 1/2• PLYWOOD - 5/8' GYP, BOARD z tF ' SHEATHING V 7. FLASHING MEMBRANE {. i 4' CANT 5/e` GYP. BD ON — � BUILT UP ROOFING gam; 1/2- METAL FURRING At CHANNELS \ 6' 11(GA MTL. STUDS T EXIST. CONC. TILT WALL 016 O.C. ,tl. 3 SHEATH. 1 Ae O-fi PARAPET _ NOTE: FOR SKYLIGHT DETAIL V4' SEE A1.2/ E4 a 2R SLOPE (NOT SHOWN) j+kms Td BLOCKING R 1 1/2' CONC. SLAB -.n^ 1 1/2" CONIC. SLABu, • TJI JOIST S7RUCT. DOUBLE BLOCKING 1 3/4" PL fWOOO SHEATHING / a _—GLU LAM E M PER STRUCT. J 4- PLYWOOD TJJOIST PER STRUCT. d SHEATHING ; F.F. LINE MEZZ. F.F. LINE MEZZ. .i•a.a 11'-0' A.E.F. EXIST. MEZZ. FIR FLOOR 1'4 GA 3 % 3 ANGLE CONT. TOP k BOT. Rev — W/ (2) 110 SCREWS EA. SND 0 (1) 110 SCREW 0 16` O.C, TO G.L. MEAM x 16 1D.C. 4R. STUD 0 16' O.C. 5 _ (2) 110 SCREWS EA. END TTP. u � �+r? ' -- ERS. SOFFIT STRIP / TA JOIST PER STRUCT. n / 1-19 1 2' PLYWOOD SHEATHING r,. 1 CONT. DRIP LINE ACOUSTICAL CEILING ACOUSTICAL CEILING 1 1/2` X 3/4' V-GROOVE REVEAL (TYP,) D C.L. BE E STRUCT. 1/2 PLYWWOD SHEATHING SEALANT AND BACKER ROD ' 5/8' GYP. BOARD � y ALUMINUM FRAME c WINDOW SYSTEM 5/e' GYP. BD. ON I } ' 1/2- METAL fURRINC� ,) CHANNELS T.O.MULLION , 11441 x«m Mwla«.w�ouII�NR(: fllY Twp.llp M Ilgd»V NlMfli II A41iMnRL NSM�AIA m[194[ I ti Aw4Wo>•A»Wv1iA 1[ol�1n1111II FAOF 4.F y, SLIT. MTL. FLASHING —1 M11�OIw.mo Yr MbWFrrtM CWI1R DOUBLE PLATE 4' CONIC. SLAB —� 2E SLOPE (NOT SHOWN) _mo ----- /.— EXIST. CONIC. SLAB 4' CONIC SLAB i F.F. LINE I ' F.F. LINE 9"2 0 316.0' T 1 • e JI6.O• • .�• > _" . - / ' .. . . ..-�—. . . 5 E , S •. wAlu 4 T SAND LEVELING COURSE EXIST. FOOTING \ I.;c W/ VAPOR BARRIER 1 ,I \ 1 1/2' RIGID INSULATION e EARTH J ` 2• SAND LEVELING COURSE she �(� I W/ VAPOR BARRIER E1 SECTION ® MEZZANINE/ EXIST. BLDG. E3 SECTiON @ ROOF FANEL STRUCTURE A 5 • 2 `' 3/4., - �,_�,. 3/4" = 1,_0n �-0245 130 SUP BVP M OQ1 �� yj PLM AtIq]Id �,.ryc�x�I+._iii�M.xi�%, :':Y IFI'HISNOIR F AVI'F.ARS("LFARFN IHANl'NF ��( 81998 INIP'IIMFNT', FIIFjily I N'F 1511E MARlilNALGIIALI111 D'T((.RO('O:P1(',1) ox S ® n1111111111iI I1IjIlII�I�I IIli I1I1IIli lI�IiIJill 1l1l1I�I�I1I1i1l1!1IlllfJ(JfjlIl1)1Illll1lllflllIli llillIII lIlIiIlIlIlllIlIII 11I1til�lIlIlIlIlIlIlI �IIlIjIJIJIjj �l� LaF xrA W auI JI YI ITEC ASI Y�I ndnn nldlln nnlnn LI161n11uduu Imhm nulnn nninu uulm n nlhm uu6w nulnuuulp n mlLu unIRI m ndnu nnLu 1 h. 'ntae?a�!t�eglg5,lllfv�w ASF . �,. , I 1 I l 1 i 1 - 4_ -- 5 ARD 5. 8RrC 5 A Y PO --le PORnAND, OR ----- — P.T. NAILER, CUT TO SLOPE OF -- r'STEN FLASHING TO WALL O 24" O C. F — BUTYL OR NEOPRENE WASHER F FLASHING MEMBPANE CONTINUE OVER / TOP OF WALL A STANDING SEAM SM. COPING - ---r-� / /! ---- 4" CANT PREFINISHED AND FIELD PAINTED f / / 1/2" GYP. BOARD -- TJI JOIST PER STRLICT. I 0 PARAPET VARIEVARIES PET BUILT UP ROOFING MEMBRANE 1 VARIES r S --_ .__ __------ --------- -- ---_.— _ - / i' E;FS FINISH - -- ----- — —— 3/4" PLYWOOD SHEATHING - NOTE: SEE E1 IA5.3 FOR FIBERGLASS BATT INSULATION W/ TYPICAL NOTES. 1/2' PLYWOOD PERF. FOIL BACKING 'A EIFS FINISH I Q ---- ----- --- -- al 2 X 6 STUD ----- -_� 8" CMU F o II S C, o I c cF. 'c v FLASHING MEMBRANE —_ r B 4" CANT - -�_` �� SEE EI/A5.3 FOR ADD'L. " INFORMATION BUILT UP ROOFING --- MEMBRANE32X SLOPE 3 27 SLOPE�----� 3/4" PLYWOOD SHEATHING pLL 0 C� L: TJI JOIST PER STRLICT. .Q c ACOUSTICAL CEILING ACOUSTICAL CEILING Op TJI BLOCKING z O GYP. BOARD U 1 1/2" METAL Z-CHANNELS do X — — FIBERGLASS BATT INSULATION RIGID FIBERGLASS INSULATION _ I GYP. BD. C T.O.PARAPET 5/8" ' �'-- 2 X G METAL STUD FRAMING � 2 X METAL STUD FRAMING 5/8" GYP. BOARD ! .,/8" GYP. BOARD j -- 1 1/2" CONC. SLA9 1 1/2" CONC. SLAB ? --- DOUBLE TOP PLATE 3/4" PLYWOOD SHEATHING 3/4" PLYWOOD SHEATHIN;; TJI JOIST PER STRLICT. TJI JOIST PER STRUCT. F.F LINE MEZZ F.F. LINE MEZZ. 11'-0" A F F. ------ �. -- - --- h11'-0" A.F.F. - Rev' � aic� ne I 1 1/2" X 3/4" V-GROOVE REVEAL 'In `- ACOUSTICAL. CEILING ACOUSTICAL CEILING -,T „• 6 X 12 WINDOW HEADER SEALANT AND BACKER ROD ALL SIDES ALUMINUM FRAME - WINDOW SYSTEM o 0 1 i a 1906 .I•nn• Irohltlotur• •or a•ny TICU DNAWIN01 All TILE MO"PITY OF 04"A 2 X 6 STUDS O 16" O.C. A1ICNITECTURECOwMI,ANr AND ARE MA1 TO No SHEET METAL FLASHING — M1100 MID■ANT rAR [ICE"WIN TW WIIN SHEET MIL FLASHING -----� � . 4" CONC. SLAB VNITT&•Kovno"OF SOW WHITUTIN COIFANT 2% SLOPE (NOT SHOWN) LA MB 2% SLOPE (NOT SHOWN) F.F. LINE . F.F. LINE — — 90z 7.O 6 OOL� A • Job 4•. au O 316.0' a a •° • •w • O 3160' r •E --- • •' A. �• el..•I rnu „�. ✓%\/j%\�/.�/ �— 1 1/2" RIGID INSULATION i •, . 1 1/2' RIGID INSULATION a 2" SAND LEVELING COURSE f 4 d 0 2" SAND LEVELING COURSE �' • W/ VAPOR BARRIER S1Mk Na W/ VAPOR BARRIER .._ A f E1 SECTION @ SOUTH EXTERIOR, WALL E3 SECTION @ SOUTH EXTERIOR WALL A 5 340*� 3/4 V-0" 3/4» 1r-0" 12000 SW Bf11h A a Iue MEC 96-0245 1 — 14 of 39 ' 1 fit it,96-0431 �„•��{�„ PIM Wii-0219 ,. _-------... IF THIS NOTICE.APPEARS CLEARER THAN THE OCT 81998 DOCII IMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED !11l1�1l 1!1 1! M;am� � 1�1l1l1�1l111 1 f11llJill 1111 111111111111 1111101III11 IIIIIIII,llil 1 1l11111��11l1 1111111�1illll 111111i111�1 111i11�I��l�.II' . 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F2 ET TAPKETT, # 4-459 BLACK 1, 0 F3 SEALED C0,1CRE7E 0 - \ / 4> C� CARPET O O OPLN 10 O o OPEN 10 OPEN TO OPEN TO I r / _ a R OPEN TO -- _ �\ BEYOND BEYOND BEYOND jp D2 BE'rONO AS // U., F5 NOT USED c S 5 0 02 111 A / 110A RFYOND — (1088) A32+ I A7 / } a m AJ. /// 02 I A 22 .�O2 I - �Ti \_!/ `\ - / / \\ / //� = S / I / \ / i' VCT A. TYPE 1 - 51940 (STERLING) FIELD n o 0 ._ -. / _ _ / .. i - 93-- / \� \• -- _- ---_ �� -- --- -.. __. \ _-- __L.. __ __' - ..__.___. _-_._,.__.-___-__ 1 - � A. TYPE 1 - 51915 (CHARCOAL) ACCENT E2 6 E2 6» E2 E2-� F7 2"x2" RESTROOM FLUOR TILE " TS COLLMtV IS COLUMN- A},2 (;12 n A3.2 a BASE Al SHOWROOM W ME7._Z. -- 100 200 B, 4" VINYL BASE B2 CERAMIC TILE COVE BASE 1/4" = 1 --0 B3 4" ALUMINUM BASE Y c B4 6" VINYL BASE � E 0 u 3'—s° 4 _o- WALL 18" r- - �� ' BSG �� '-' N Wl GYPSUM WALLBOARD P�tINTEO T.V. 4 W, -1 -� © • - / w [� tG '' L ._ J / r � 2"x2" CERAMIC wALL. TILE � / --T 0 G (C�L,c�FF IASA \\ O / 119 ' �i `p - - -- C� I W2A 2"x2" CERAMIC WALL TILE Wt 109 / eD I (� iv n - I .----- - , ��, / I \ I J I I ^ . _._ T . gin' `a II 40 T I \ J 1 °D L1 I '� W3 STOREFRONT WINDOW SYSTEM B1 W41 VINYL WALL COVERING B: E. 4 1 �3: EAST I.3: EA` C: SOU TH D: WEST 55 CLEAR GLASS WALLS W/ ALUMINUM RAILS LL O 1 W6 l EXIST. C.M.U. BLOCK WALL W B1 COFFEE — VENDING — 109 D2 KIDS AREA — 108 B3 MEN -- 119 Qoc -,' ��" _ -o' 1:/4" - 1'-o' CEILING 4 - -0" Cl GYPSUM WALLBOARD PAINTED 08 Q z G2 2'x2' ACOUSTICAL TILE IN SUSP. GRID a "E '3 2'x4' ACOUSTICAL TILE IN SUSP. GRID 0 2'-10" 3'-6" r•. C4 EXPOSED TO STP.UCIURE /�/ ASA PAINT - - • I `- PAINT COLOR 17 C 0 ASA _• _ _ _ - _ - - - PAINT FINISH 6 1 \ �'7I � f ,18A a� _ r PAINT COLOR • I L�I ' art C - `n �" u� - - ut � a• .n I / I � � � � Bt - - - I � I � � B2 / r�—) 1 `moi A BENJIMAIN MOORE �/ 1465 _ I I- -` -- -- -- - - -- - - B BENJAMIN MOORE 1467 C BENJAMIN MOORE # 146$ A: i �OF?TH B: EAS1 D: WEST B: EAST C: SOUTH l PAINT FINISH i — C3 SALES WORK ROOM — 102 SA SATIN/EGGSHELL C1 WOMEN 118 SG SEMI-GLOSS - Revisions Y-3- 18" 1'-0" 18 6WG BSG - - -i RWI Byj� 4 WIGI BW1 \ NOTES THIS SHEET 1> 2 � z ----- - - ISO OD z U8 I ° SEMI-RECESSED PAPER TOWEL DISPENSER/TRASH COMBINATION \ 09 i • Q ACCESSIBLE TOILET STALL GRAB BARS N v Ln 00 i a Q MIRROR (60' X 48.) c I ( - -- \ B4 n N I / �_L_� .Q MIRROR (54» X 60') .11 � PARTITION-MOUNTED TOILET PAPER/SEAT COVER DISPENSER/ 64 . SANITARY NA!" ;IN DISPOSAL COMBINATION �: E A,�� L: SOUTH D: WES1 A: NORTF+ E3: F A5 T D: WEST '° SURFACE-MOUNTED TOILET PAPER/SEAT COVER DISPENSER/ SANITARY NAPKIN DISPOSAL COMBINATION Q SURFACE-MOUNTED TOILET PAPER/SEAT COVER DISPENSER COMBINATION D1 MEN — 209 D 3 W O M E_N — 208 � TOILET STALL PARTITION NUM ZING 1/4" = 1�-10 1 v u ' 0' 1/4" GLASS W/ ALUMINUM 1GLAZINGACHANNES NNES E1 © 3/8" GLASS BUT JOINT W/ SILICON c 19ii6 Glenne eroMteotme eolnpllhl� "RE THE 3'-� 3,-0» - -- 9'D» -- A3.2 ® ARCHITECTURE THESCOMPANY AND ARE YOr NOT m", Qf --- P--LAM COUNTER TOP REPRODUCED*ANY VANNEP.FxcEot WITH THE PN IW,, 1 E0. E0. 1> P-LAM TV/-ISH TANK CABINET � /' wnittEw PEwrIstiIow to slEtlw ARcwtFctWE Cotlh PAINTED MTL. LOCKERS - ,s BSG I 8 do 3Q FELT, POUR CONC. UP TO UNIT TO CREATE _ FIBERGLASS SHOWER UNIT. SET UNIT ON PLYWOOD DECK LA R� 11 0 rDrawn Or Cheowed Y 1a O / 1/2 'THRESHOLD S'EP. CURTAIN ROD 96062 7.0L96 • - control -- / � Jnp No. Oil• Brea o ASA ASA I I I I m / _--- // /'/ NTEUR E-LEVAiI NS I W6 we - EI -- ----- I _ I -. o o O AS 1 O / \ - �� I I I w�l Nh ---- M W - - -- ---- �� SMet Title E1 1 N 2 Sh"I NO. C: SOU TFI D: WEST C: SOUTH D: 0 S r NOH1 I I A681 E1 STORAGE COAT ROOM — 109 `�3 SHOWER -- 207 E4 CLOSING — 106 of I 1 4„ = 1 --U' 1/4' — V-0. 1/4" — 1'-0" 96 0241, --- -- ---------------- ----- _--- �.. .__�_�—.-._ - -_.. ----- -�- ..-._ —_ I '! C 12000 SW 681h Avenue 2 '• , 120 9&W 6 15 MEGG 96 1 —- f'1 M S1Fi-0218 'r ... .. • .. r r+. • IF THIS NOTICE APPEARS CLEARER THIN THE OCT g 1998 D(Y`UMENT,THE DOCUMENT IS OF MARGINAL QUALITY. 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STUD WALL 1 4" LAMA CLEAR GLASS -' r �-' p - 7 CONT BACKER ROD & I / TJI JOIST - - - / - -- -i`--J/ ALUM. GLAZING CHANNEL H M. FRAME & WOOD DOOR -------"- o SEALANT ALL SIDE ---- --- ,1_--- 5/8" GYP. BOARD IY ! I I -- TJI BLOCKING / CONT SEALAN I I I HVAC DUCT SEE ( / ) ----- . .. in I I \ ALUM GLAZING CHANNEL. A MECH. DWG'S. FOR IZE (2) - LAYERS /8" GYP. BOARD ----- 6" X 6" T.S. COLUMN -- _ 2 X 4 WOOD STUD WALL- - -- __ J� H.M. FRAME. SEE DOOR SCHED. -` CORNER BEADS .� i 5/8" GYP BOARD (EACH SIDE) A 4 TYP . TS COLUMN FURRING z 2 x BLOCKING 2 c I 1/2" PLYWOOD SHEATHING r� 000 o 1 1 /` _ (� 1 t 2" Z - CHANNELS V Q f... 3 1/2" MTL. STUDS O 16" O.C. l - -_ 8' CMU BLOCK I • o o s I — j A5 TYP . 7S COLUMN FURRING Al HVAC WALL PENETRATION A2 1 HR . CEILING/ WALL DTE. A3 TYP . TS COLUMN FURRING _— 1 1/2" 1 i-(Y„ f - ;ORNER BEADS ' ` - --- -o ---`- - 3/8 PLATE VERT >R � � 1 I �'�" UTA PIPE. S � Z POST O 5'-0" O.C. --- - --- 5/B" GYP. BOARD PAINT FLAT BLACH: WA 1 1/2" X 1 1/2 PAINTED CONT. 1 1/2" O.D. �� X IBCA EACH SIDE TOP OF WALLS - HANDRAIL _ I FLAT BLACK. WELD 3/4" FURRING CHANNELS r t r.� \\� GRIND SMOOTH 3/8" PLATE - -- - / ANCHOR STUD TO LS !'� /1/4" DIA `J 2 X 4 STUDS O 16' O.C. - -- EXIST. CONIC. PILASTER r - M B TOP AND BOTTOM, TYP G _ a 1/2" DIA. PIPE a ET,+ PERF'. METAL _-_ -_-_. —._ PAINT FLAT o (PAINT TO MATCH WALL) z ___ BLACK. WELD TO �_ MTL. STUDS AT 16" O.C. p 1/4" S.S. WASHER & • POST - ------- __ I z N z LOCK NUT O 6" O.C. -- - (2) 2x4 + �, <I I 16" GA. PERF- MTL. 1/4" DIA. M.B. TOP, MID. BOT z _---- L 3" X 3" IBCA i ,i COUNTERSINK - TYP. G d 3 'IN - T.S. gA3x 3/16 I a '! F F.MEZZ. e ,-CENTERS PAINT DIA. c 1 - .,• �HOLES 1/2" STA a B v I 3 '/2" MTL. STUDS AT 16" O.C. a RUBBER BASE - TRE, DS _- -- I I '�� ` I 'GLOSS WRITE) o SECTION 'INISH PER ROOM FIN. EdVS AND RISERS / 1" PLYWOOD GLUED TO 4 \ 1 1 2" CONIC. TOP 11 L' S.S.W T.S. 3x:llill x3 16 POST AT 6'-0" U.C. / 1/a" S. . WASHER \r BOLTITI )0 FLOOR ST TO 3 x 6x1/4" 7-47- - UT STRINGERS L 4" X 8" GA. T CONT. PAINT 3/4" PLYWOOD DECK j BASE-SEE ROOM FIN. ELEVS. II ~__ PROVIDE CONT. BLOCKING 0 TJI JOIST I CONT. L a" X 6 t/a' M II- --- --- I STRINGER PANT FLAT BLACK �.L. =1N. FLR. ELEV. q �1 GLU LAM BEAM c r - 6V— T.O.CONC. ® Q u� a I W. BOARD L 1 INT. PILASTER FURRING B2 PARJTIAL HGT. WALE 2 X 14 STRINGERS - B5 RAIL ELEVATION BB3 STAIR SECTION B4 RAIL SECTION _ - - 3. _ 1._��„ _ ALU 1 - 1 -0" 4'-2" 4'-2" L 3" X 3" 18 GA. WELD O BASE OF POST. PAINT FLAT BLACK r f 1/2" 1/2" A7 I 1/4- S S. WASHER & LOCK _ II z 0 \ �_ -_ - --_.___ \\ NUT O 6" O.C. __--- FASCIA ABOVE --- CONTINUE TO SKYLIGHT -_ ____ { 16 GA. PERFORATED MTL. SHT. W/ LINE OF MEZZANINE STRLICT. ABOVE CONTINUE TO SKYLIGHT 3/8" DIA. HOLES 1/2' STAG. 6" X 2" T.S FIN MI ER CAP CENTRES. PAINT GLOSS WHITE �� ENDS, CORNERS WEL & GRIND __ SMOOTH. PAINT (GL OS WHITE) 3 1/2" MTL STUDS O 16" O.0 3 -8" EIFS FINISh 6" MTL STUDS O 16" 0 C. - - 5/8" GYP BD (PAINT COL.OF. ASA) - L + I O O \ 5/8" GYP BD (PAINT COLOR ASA) SEE FINISH SCHEDULE I 3/8" PLATE 1�ERiTCAL POST r,ll ^ I II _._�, W SEE FINISH SCHEDULE - - -1 I --- -- - -- - -- - - '- �, • 3 1 2" MTL STUDS KICKER O S' 0" O.C. O O .I & Ci / , -- -- -- ._ ._ -- _ -- _ - EACH L 1 1 E. X 1 1/2" X 18 GA. f a OS \ O 4'-O" O.C. BRACE STRl1CT ABOVE - 6" MTL STUDS KICKER O 4'-0" � - _ EACH SiDE. WELD & GRIND SMOOTH. 1"!711 r O.C. BRACE STRLICT. ABOVE \ PAINT FLAT BI-ACK Q STRINGER & GUARD RAIL ACOUSTICAL CEILING WHERE o - EXTERIUR GY?. BD. CEILING, REFER /^ OCCURS, REFER TO PLAN / TO CEILING PLAN ,�, 6" X 6" T.S. COLUM 1 1/2" DIA. MTL. HANDRAIL t10 STAIRS ONLY 2 X 4 WOOD STUDS O 16" 0 - ri. ! t °r . STAIR v LINE OF LANDING SUPPORT --- - - cv 1/2" PLYWOOD SHEATHING s1 �5 1/2" NG ANt-->4- IGLIE ATTACHMENT DE CONT. OCK FOR O THESEAWAL S 6" DIA PIPE X 7" - - 3"x3" T.S. STAIR SUPPORTS IN WALL �\ PLATE PI" X( 2- X 1/4" WELD TO C,1 SPIRE BASE SC OF PACED C2 EXTERIOR SKYLIGHT WELL C3 INTERIOR SKYLIGHT WELL C4 GUARD RAIL. PLAN DTL. C5 STAIR PLAN S1 �/4,. 1 . 0,. - 1 /2,. - 1,-0" 1 jam" = 1'- U" 3i, _ 1'-0" 1/4" = 1'-0" Revisions ' 1 1/2" DIA. PIPE _LINE PAINT FLAT BLACK STAIR RAIL BEYOND 3/8" PLATE 4" DIA. X 28'-0' MTL. PIPE CAP TOP WELD & GRIND r I 1/4" BENT PLATE - I 16 GA. PERF. MTL. SHT. ',V SMOOTH. FACTORY PAINT 44" 3"x3/8" PLATE STAIR RAIL _ ( I CLOSURE. 3/8"m HOLES 1/2" STAG. - / (GLOSS WFACT I � COMPOSIT' MTL DECK & CONIC. CENTERS PAINT (GLOSS W ITE) VERTICAL PAINT FLAT BLAI',K SH. METAL FLASHING 12" CHANNEL STRINGERS I LANDING, BLACK INT EXPOSED MTL. a -- __ _.__. - PAINT FDLAT BLACK iA. PIPE ANDRAI 24 PAINT FLAT BLACK 1 I SH METAL COPING PAINT TO --�-_-- 'F. / - \ _ _ ;o- --- . -. :o. � - - _- •�- RETURN RAIL AT ENG MATCH EIFS of SITE POURED CONCRETE T'R�:ADS & r CHANNEL STRINGER PAINT FLAT BLh;-_ -� l' OF RUN 'Zqp i LANDINGS W/ TILE FINISH 'f0 St PPORT CHANNEL PAINT FLAT BLACK MATCH SHOWROOM FLOOR FOLD 6" DIA. X 2' COLLAR WELD TILE 1/L S.S. WASHER TO 4" DIA. PIPE a ---- FLOOR TILE SEE FINISH SCHEDULE I & LOCK NUT O 6" O.C. D -- LACK CAST NOSING I I I I i 2"x6" T.S. MITER CORNERS, CAP ENDS .___�'�'' • '. I � 1--�- 3j8" TiLE FLOOR I I w/ 3"x3"x14" ANGLE WELDED TO 1S. BOLT O 16 O.C. TO BLOCKING \ METAL PAN TREADS & PERFORATED -} / WELD & GRIND SMOOTH. FACTORY RISERS W/ 3`8"0 HOLES 1/2" v I STAIR TREAD PAN 6 PERFORATED 1 _ PAINT (GLOSS WHITE) STAG. CENTERS PAINT FLAT BLACK 1» I RISER PAINT FLAT LACK ?" CHANNEL STRINGER 4'-0" _ 5 -6' 3'-11" \ i» 1 1 PAINT FLAT BLACK -- 6" DIA X 7' MTL. PIPE I - - ^ STEEL ANGLES AT EACH L12" CHANNEL BEYOND - '�`� - � I - CONCREiE FILLED STAIR W/ (6) 2 X 2 X 1/4" PLATE STAIR TREAD PAINT FLAT BLACK PAINT FLAT BLACK WELDED O EG SPACING PROVIDE BLOCK O WALLS TREADS %SLOPE BOLT TO CONT. 2 x 4 _I - STEEL ANGLE SUPPORT c BLOCKING D 3 STAIR TR E D S E CTIO N D 4 S-TA I R L A N D N G C O N N E C TI O N c EACH STAIR TREAD. D5 SECTION STAIR RAIL r ' I ---- PROVIDE BLOCK FOR FIN ATTACHEMENT I ! -- ----- •--� r— -- - ""'1 '� 0 iP96 .4nnr eroAlt•etur• o•rfIGMV V I I I THE SF DRAWINGS ARE THE P001 qTY OF WNN.A -_ -- 1 ARti;HTECTOFIF COMPANY AND ARE NOT TO 61. I I SECOND I j FINISH LR. RLpRODUf[U M All'uANNER,FT,cEvt WITH THE vnwR C I • _. _ -� f .F - -_ ANGLE UPPORT wanTF�l rnwssmra sIFNNAARCNrurreFcoN"AW ATTACI TO —�I- - ip -GLUT- AM BEAM �-----EIFS FINISH I _ �� ,, —LA/MCI. FM - ---- ___. Drown BY Checte t --� - — 2 X 4 STUDS O 16" O.C. _ ��, 96C�o2 7.01.9e o 1'�2" PLYWOOD SHEATHING ��1 ,oh Na ua. VV - DETA LE,' _ .,,--SHEET MTL FLASh;NG r 1\ �i 00 6" CGNC. PLYNTH & FOOTING `-PROVIDE BLOCKING 1'OR \� -� • • i� I LANDING SUPPORTS �\ Sheet Title ° » ^ CONIC. SIDEWALK I D3 i1 ^ ° R A (. . St'leeit P10. ^ r r -- - T E2 SEC'TI JN OF STAIR S1 AT1 E1 S'PITE & FIN DLL. _ °` X 120(,0 SW 661h AVenLe MFC 96 0245 2 5 SUP 98-0431 16 o/3R PLM 96-0218 IF THIS N0TICE APPEARS CLEARER THAN THE OCT 8 1998 DOCIIMF.NT,'1'IIFDUCUMF,Nf IS OF'MARGINAL.QUALITY. NilCI<OFIi,NiI'.D I�I�I�I�I�IjIIl�l�l�l�l�l�l '�I�If l�i�l�l I f�I�l�lll�i�l� t�l�l�f�l�l�l i I�I��JI�I�l�! I III IyjIIlI 1 IIIIIIiJill11 i•1111111111li1 t (i1l1l1(Ij11 111111111)111111111111!!1111 _ .. UI{Itit it31�1'.II II.+SII{ttltitltttthtiibin iinliiil nrilini IIII�lIII�IIIIINiI niilini illi�inllilnlltli nuhni nnhlilinnllln Iinliui nnhlii 11111lItIit111aiRh111�1141 nElltui IN+�1U1 ititlnl 1111!11 111t�tN1 11111p1 nihll�Illti lII1�11111111II+Z�1114 r .,..,. 11641iri.�O,rl.n...s..Trla°rr_..r.•te. - R � . dll:��ov/elir ` .:- ' AMY ln i3AU,.:�. Ado L • .:_. -.;11lR'TH°•'Er'1T1R74JP977R,I . _ :.! 7P'=. ..+ . .xro.+.n. 3.a.+Pwr*+r,nr�aw=eo•e.•.�rs:....r.c�;p•rt..rrra'a ....r:a•.•.. i - ... .... • POOR .. 77 �7111 ,. .. _ ,... Ate. - 4 4, • 2 3 _______—4__— _-- -----—— 5 ' k C: x . NEW DECORATIVE 4 RA- 4 RA 4 RA 4 FIA - 14 PSA —— - - _- ROLLING GATE 4 RA \ i�\ 4 NEW FE CIDG ORATIVE - EXIbTING L�.MG5CAP TO REMAIN 00'01'04"E Sb.69',� A – AL S A}5 4 FIA ROOF LINE EXISTING — \ EXISTING LAADMAF / • FORD BUILDING FOOTPRINT SIGN \vi �\ �V , / ✓ �.� <� ,/ PYLON � U SIGN ; �5- .T` U -- • \ + FEATURE CAR DISPLAY , i -4 PIA L SALES -- - PARKING - rI I l -- I AD TIONA CUST ERP 4KING • U b- I I I _" a4 1N I _ _ I v ALS - NEW CAR • 1''1 A TION NEW C.M.'1. TRASH ENCLOSURE. PROVIDE , II '; SNOWROO DD CHAIN LINT: GATE HATH VINYL SLATES 0 x .1 F,,[, --- CONFIRM SIDE WITH OWNER � II 4 �, ' RELOCATE EXISTING FENCE- EXISTING t IDV 1 •�y�sr•. .•• «...,,,......o....•.;.. ..:w....,.......r J LAND5CAFE \ / TO REMAIN c 1 > I I �' pJ .r�rr METER - •:..... ....,.•.«.. ...+k..�- ,w +w.. .ar:...,. .wP.. .•..4 �,. , i I W '^�` Jfr , FRI POSED I-_". ..r .,I �'. ' 1 ! ► Q W / TR�NSFt1RMER ILA IDL LL#�A TION CCW J REMOVE EXISTING :'� !{ z 0 ' - I TRASH ENCL SURE BODY SHOP I j - ;TORAGE LOT = r .. '` 1 - C � _Z�Ivoosh ♦ � rrrrr L J O �. r SYMBCL COMMON NAME 51ZE/GOND. SF'�CING � , RA BOTANICAL NAME 1' f a TREE; PROJECT R�• RdyWOOd Ash Cd I. d 3 shown f LIMIT LINE /� y S:aRUBS Fraxinus cxycarpa 'RaywoJd' _ STOBODRAGES OT ,• ,- _ C✓ 17avi,� Viburnum 3 ��a1. 3' o.c rr� a I Viburnum davidli � / � /• N n N II 'R'-''4' 3.5' o.c. .1 Japa ese o y - 1 I I_ _ .� Ilex Crenata Canvaxa' I ' . ._ ._. I PSA Purple Splendor Azalea 3 gal. 3' c.c rs I -s. -*--: •- .�.--'_"-' _ "': �.' :_"• ,-s. .:�- Aza le j 'Purple Splendor' ? � � • � 'j �• •� ,� � / ' �� GROUNDCOVER ` //%�% / r`... .,�,M.�)' ...... ,........ .,... ..•.....i EXISTING LANL�S�:APE ( ,' TO REMAIN Coral Eeaut Cotoneaster I ' al. 3' oc. si / EXISTING LANDSCAPE ! :I Cotonea5ter damerii 'Coral Beauty' r TO REMAIN 1 Revisions " • '.• -. ._. ..._._ __ _-.-<aar,_-:-i-- :-fir» - -a-,,, �. _r... .. wrr. .:cls,ys=_ ., _-_ -..e.>tea_.r--rr _aa;.- _. ..r x ••r_-,r -. -mac.-• .- _: '.�'/ English Ivy (to match existing ivy) 4 pot 1B O.C. 1 .i.z,.z, c_s i=c.. z L _ .. _ i g. �'• '!` zT" ,( ( / / r`' !-ledere helix ( I ` _____ _ COmmon PeriwinklE4 4" POT 18' o.0 1 I I I i I I i %, '✓ %i vinca minor 'Bowles' r 5 Dv Floweret ✓ ,'%; NOTES: � � FLOWERS IN PLANTERS USED VEHICLE INVENTORY 1. Irrigation will be provided by a fully automatic underground system. To be Installed de5ign/build by Landscape Contractor. 2. Existing soil to be reused for landscape work, e, �J EXISTING TREE TO REMAIN EXISTING LOT LINE S00'01'26"E 356 80' . —mow • • • \ • �0� • • � • • • • •j ... Y � -� • _ _ •_.. _ ._......._ ...._. _ -._ .... .._ ._._.... - '�, - ! � I ! � i1 } . III � � � , , it i (•• ; ; j ►I �. j , � � I _ _ i _.._ ... .._. -_. I 1 I _ ' I _ j I � I 1..__. _i i.-..! j ' C.. -• � `� `.' � � I � � ; i ► ' � i I 1 � � t=_,:IST�rra pL1. ::1NrJ :. � i I � � I j ' � + I , � j � L C 1995 sienna archIfeetur• oemp"y ' THESE DRAWINGS ARE THE PROPr•117T Or SIENNA . ... l (/ ARCHITECTURE COMPANY' ANO ARE NDl TU YE I ! REPRODU[D r ANY MAMMA.MIEPT V" THE POOR • ' I \ ,�' i' '� •�•\ �• ,' - ,.f •\' W"N PERIRS"Or 7sENNi ARC:17[CTUR[WIPNfT FM -r♦1 � <,\� ` '� '`' \,,: \ `�` •_ - - - J• � Dawn SY Ch•eM�. 96062 7.01.96 L �It-1/ /'. _ •` Job No. III -- I � d 'sC, 6_ �� — ----'—— -- --- — -—- -- __-- -----_ __ _ � LANC�AP PLAN Stiss1 TNN ' 5`.�A i...E 111 = 201 - 011 rn l — /n 11 Z ./ 8thlaei No. CHRISTOPHER FRESHLEY LANDSCAPE ARCHITECT [090 9 M• TAVAM SOBS ,99 • MMT ANK O�f0011 —7- 041/999-"1 • (1� 1109/1M-70N 0t M11A1 121X10 SVV 80th Avenue MEC 96 02111 BUM 9E 0131 1701,38 1 FILM Yt)•N1! f IF THIS NOTI('E APPEARS('LRARER THAN 7'HF OCT $ 1999 F10CUMENT• THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED IIIII1i111i11 i1(I�II�IIIjt IIIIII,IIIIII I II�III{li11�111 IIillliiil(Ii I �1�l�Ci�In1l I 111111111�►II i 11(IIIII�It;i I II111111a1i11 I II�IIII�I�tIi1 i1111�Ijijljl Ijijljl�ljl>li l IM011 �I W 4 IN 111 WA _ 11111111 nnlm1111Ill llilIll tinhm tnlll�u nrinn 111111111 I'nhln 11ninn nnl111�i11�il1n1111111111111nhnl 'h1lt 111111!lilt 11h111 1(111111liltItI 1101111111 11111111111111111 Inti m m11n1r 1111"•1 m11nn tInlnn 111111111 unh111 II1111)LI nllj ,, 1" •rM_ �T. R t : r .«_—� �, sem_ ----' .., ..:._._,_ __._ r_� . ,. ..rf ._ _ � __.._ - _ .,.:.,. . v. e:...t.ur..L••.:.. ,.,.aL1.1 ►. ,rZir�iidhr: .-:.,...� - -... .. :..�Y .._, .. -- _. .. .- .. ... .. ,. .. 111R*F'e?""'"� ... . .. �:n!wpminwr•�y, .. �„nw.": _ _ - .... _ .._ FOR— V 1 a 3 a PAON��.A FSI 1. MITRAL NOES vow/r -7.' r ABN. ABANDON NIC NOT IN CONTRACT 1. LXCAVATORS MUST COMPLY WITH ALL PROVISIONS .F ORS 757.541 TO 757 571, INCLUDING AC ASPHALT CONCRETE NO. NUMBER NOTIFICATION OF ALL OWNERS OF UNDERGROUND FAC'JTIES AT LEAST 48 BUSINESS DAY HOURS, AVRV AIR VACUUM RELEASE VALVE N.T.S. NOT 'TO SCALE BUT MORE THAN 10 BUSINESS DAYS BEFORE COMMENCING AN EXCAVATION. A.R.V. AIR RELIEF VALVE 0_ ON CENTER A ARCH. ARCHITECT O D. OUTSIDE DIAMETER 2. ALL WORK IS TO BE CON:STPUCTED IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE BLDG. BUILDING OE OVERHEAD ELECTRIC STATE OF OREGON r!_UMB NG '-PEC!ALTY CODE. BOW BOTTOM OF WALL ORIG. ORIGINAL ` BV BUTTERFLY VALVE OT OVERHEAD TELEPHONE BW BACK OF WALK P= 3. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE CE' CATCH BASIN PC POINT OF CURVATURE MET. THE MORE STRINGENT REQUIREMENT SHALL TAKE PRECEDENCE. CF` CONCRETE CULVERT PIPE PCR POINT OF CURB RETURN _ CENTERLINEPERIM PERIMETER 4. 'TOPOGRAPHIC INFORMATION PROVIDED BY BAUGH CONSTRUCTION AND SIENNA. ELEVATIONS CL CLASS ►PI POINT OF INTERSECTION (STREET) ARE BASED ON A FINISH FLOOR ELEVATION OF 316.00 FOR THE EXISTING SHOWROOM. EXISTING CLR CLEAR PIV VALVE W/ POST INDICATOR UTILITY INFORMATION PROVIDED BY THE OWNER. CdrG CURB do GUTTER PA PROPERTY LINE t CO CLEAN OUT PS PRESSURE SEWER NCH 5. THE CONTRACTOR SHALL VERIFY ELEVATIONS OF ALL UNDERGROUND UTILITIES PRIOR TQ CONS. CONCRETE PSI POUNDS PER SQUARE o COMMENCING WITH CONSTRUCTION AND SHALL PROVIDE KPFF CONSULTING ENGINEERS 72 HOURS CONST. CONSTRUCTION/CONSTRUCT PSI POUNDS PER SQUARE INCH CONT. CONTINUOUS PT POINT OF TANGENCY NOTICE OF ANY DISCREPANCIES WITH THE PLANS. CONTRACTOR SHALL VERIFY PIPE SIZE AND TYPE COTG CLEAN OUT TO GRADE PVI POINT OF VERTICAL TANGENCY OF MA,TRIAL AT EACH EXISTING UTILITY CONNECTION PRIOR TO COMMENCING WITH CS COMBINED SEWER PV, POVC POINT ON VERTICAL CURVE CONSTRUCTION. CSP CONCRETE SEWER PIPE PVC POLYVINYL CHLORIDE CULV CULVERT PVM'T PAVEMENT 6. THE CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENT CONTROL MEASURES IN THE DET. DETAIL R RADIUS 136- CLASS "C" AC PROJECT AREA. THESE MEASURES SHALL COMPLY WITH THOSE STANDARDS SET FORTH !N THE DIA., m DIAMETER RR RAILROAD 1 CLASS "B" AC "EROSION PREVENTION AND SEDIMENT GUIDANCE HANDBOOK" PREPARED BY THE UNIFIED DIM DIMENSION REQ'D REINFORCING SEWERAGE AGENCY OF WASHINGTON COUNTY, DATED FEBRUARY 1994. ��W' DRIVEWAY NT RT. REQUIRED _ 3'* )V-0 CRUSHED ROCK RT. RIGHT , 6" 1�"-0 CRUSHED ROCK DIP DUCTILE IRON PIPE R/W RIGHT OF WAY COMPACTED SUB ED R 7. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH THE CITY OF TIGARD PUBLIC DWG. DRAWING S SANITARY SEWER IMPROVEMENT DESIGN STANDARDS. E. EAST S= SLOPE e EXTERNAL ON CURVE SCHED, SCHEDULE EA. EACH TYPICAL PAVEMENT $ECT1011 EG EXISTING GROUND SD STORM DRAIN NTS ELL EASEMENT LINE SDMH STORM DRAIN MANHOLE SH T. SHEETELE3 ELEC ELEVATION SMH SANITARY MANHOLE O ETC. ETCETERA S.O.G. SLAB ON GRADE SPEC. SPECIFICATION QEQUAL EVC E:NDVERTICAL CURVE STA STATION EXIST. EXISTING sm. STANDARD CONIBTR!JCYION AND MATERIAL NOTE FH FIRE H(DRANT S/W SIDEWALK >� FF. FINISH FLOOR S L STEEL B FG FINISH GRADE T TELEPHONE FT. FTC TOP OF CURB P1�1+SEAS UNPAAD AREAS FTG. FOOTING PAVEMENT TP TOP OF PAVEMENT PROJECT CONDITIONS G GAS TV TELEb1SION G= GUTTER ELEVATION TYP. TYPICAL PAVEMENT SLO, GALV. GALVANIZED UE UNDERGROUND ELECTRICAL 1. EXISTING UTILITIES GV GATE VALVE UP UTILITY POLE HORIZ. HORIZONTAL UT UNDERGROUND TELEPHONE A. LOCE.TF EXISTING UNDERGROUND UTILITIES IN THE AREA OF WORK. IF UTILITIES ARE TO REMAIN IE INVERT ELEVATION U.N.O. UNLESS OTHERWISE NOTED r p IN PLACE, PROVIDE ADEQUATE MEANS OF PROTECTION DURING EXCAVATION OPERATIONS. ID INSIDE DIAMETER UTV UNDERGROUND TELEVISION w IN. INCH VERT. VERTICAL 0 0 -----� - "-0 B. SHOT,'L.D UNCHARTED OR INCORRECTLY CHAR7D PIPING OR OTHER UTILITIES BE ENCOUNTERED LF LINEAL FEET VPC VERTICAL POINT OF CURVATURE GRANULARLOC. LOCATION V.G. VALLEY GUTTER UL 0 DURING (•:X.AVAl10N, CONSULT UTILITY OWNER IMMEDIATELY FOR DIRECTIONS. COOPERATE WITH BACKFILL THE OWNER AND PUBLIC AND PRIVATE UTILITY COMPANIES IN KEEPING THEIR RESPECTIVE SERVICES LP LOW POINT VPI VERTICAL POINT OF INTERSECTION ■� ANI FACILITIES IN OPERATION. REPAIR DAMAGED UTILITIES TO THE SATISFACTION OF THE 11T1LITY L/S LANDSCAPE VPT VERTICAL POINT OF TANGENCY z Oly"IER. � NATIVE LT. LEFT W P VITRIFIED SEWER PIPE I BACKFILL z MAX. MAXIMUM W/ WITH DETECTABLE WARNING w C. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED P,Y THE OWNER I�ECH. MECHANICAL a OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING t3Y THE OWNER, AND THEN ONLY AFTLR MFG. MANUFACTURER W/0 WITHOUT TAPE FOR NON- MH MANHOLE WV WATER VALVE a DETECTABLE PIPE a ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PR0'v1DED. WWF WELDED WIRE FABRIC - MIN. MINIMUM WATER TIGHT D. DEMOLISH AND COMPLETELY REMOVE FROM THE SITE EXISTING UNDERGROUND UTILITIES misc. MISCELLANEOUS � a 'Q a INDIC/.TED TO BE REMOVED. COORDINATE WITH LOCAL UTILITY COMPANIES FOR SHUT-OFF SERVICE N.E. NORTHEAST V USE MH WHEN ONLY A STORM OR z 8 N � o IF LINES ARE ACTIVE. ONLY A SEWER PROJECT 04 a f� E. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS. AND OTHER FACILITIES IMMEDIATELY D ) ADJACENTUNDERMINING, EXCAVATIONS, FROM DAMAGES OTHER HAZARDS.CAUSED BY SETTLEMENT, LATERAL MOVEMENT, WASHOUT I 0 mj —' F PROTECTION OF SUBGRADE; DO NOT ALLOW EQUIPMENT TO PUMP OR RUT SUBGRADE, STRIPPED v AREAS, FOOTING EXCAVATIONS, OR OTHER AREAS PREPARED FOR PROJECT. PIPE BASE 2, PAVING AND EARTHWORK C ALL MATERIALS SHALL BE SUBMITTED THROUGH THE ARCHITECT FOR THE STANDARD SHOP t PIPE BEDDING & BACKFILL DRAWING/PRODUCT RENEW PROCESS. LEGEND 1 NTS A. ASPHALTIC CONCRETE: ASPHA: TIC CONCRETE MATERIALS AND CONSTRUCTION METHODS SHALL MEET THE I' THICKNESS OQU3IREMTFIIE BITS OF ODOT SECTION 403, CLASS "C" MIX TUMINOUS MIXTURE SHALL. BE COMPACTED DTHOROUGHLY HAVE A OMAND UNIFORMLY PROPOSED Ek NTNG TO AT LEAST NINETY VNO PERCENT 92% OF THE DRY DENSITY AS DETERMINED BY THE MARSHALL _ CURB & GUTTER PROCEDURE. FINISH 1RFACE TO DRAIN PROPERLY AND BE FREE OF DEPRESSIONS. B. AGGREGATE BASE: AGGREGATE BASE MATERIALS SHALL MEET THE REQUIREMENTS OF ODOT STD CURB SUBSECTION 703.07. THE LOWER COURSE SHALL HAVE A COMPACTED THICKNESS OF 6" OF 1-1/2" EDGE OF PAVEMENT MINUS EVENLY GRADED, SOUND CRUSHED ROCK. THE UPPER LEVELING COURSE SHALL HAVE A COMPACTED THICKNESS OF 3" OF 3/4" MINUS EVENLY GRADED, SOUND CRUSHED ROCK. THE BASE PROPERTY LINE(PL, LANDSCAPE AREAS A.C. OR S/W AREAS COURSE SHALL BE COMPACTED TO AT LEAST 95% OF Ti4F MAXIMUM DRY DENSITY AS DETERMINED OR RIGHT OF WAY(R/W) BY AASHTO T130. DENSITY TESTS SHALL BE PERFORMED ACCORDING TO ASTM D698. SAWCUT WATER TIGHT PLUG - - - EASEMENT LINE (EL) FRAME & COVER C. SUBGRADE: SUBGRADE BACKFILL FOR PARKING AREAS SHALL BE COMPACTED TO AT LEAST 95: OF THE MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T180. DENSITY TESTS SHALL BE S CENTER LINE (Gc) GROUT FRAME Ravisiotns I PERFORMED ACCORDING TO ASTM D698. SANITARY SEWER - 5 IN PLACE 3- D. NATIVE BACKFILL: SOIL MATERIALS FREE OF CLAY, ROCK OR GRAVEL LARGER THAN 2-INCHES SD STORM DRAIN SD---- '" I, IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER DELETERIOUS W WATER - W ASPHALT OR MATERIALS. T TELEPHONE PCC THICKNESS E. CONCRETE: CONCRETE SHALL BE READY-MIX TYPE CONFORMING TO ASTM C-94. THE 24" SQUARE 3000 PSI PER LANDSCAPE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR MIX DESIGN AND PRODUCT PERFORMANCE. THE E ELECTRICITY — E - CONCRETE SLAB DRAWINGS MINIMUM COMPRESSIVE DESIGN STRENGTH FOR TWENTY-EIGHT (28) DAYS SHALL BE 3,000 POUNDS WITH 4-!6-0 X 6" ANCHOR PIPE O.D. + 1" PER SQUARE INCH. CONCRETE SHALL BE PLACED IN COMPLIANCE WITH PRACTICES AND G GAS — G PROJECT 13OLTS 3" ABOVE SLAB 6" -X"-O CURSHED ROCK RECOMMENDATIONS OF THE AMERICAN CONCRETE INSTITUTE. ��• DRAINAGE SWALE (D/S) FOR ADJUSTMENTS. 45' BEND F. STANDARD CONCRETE CURB: CONSTRUCT STANDARD CURB PER CITY OF TIGARD STANDARD CURB. PROVIDE 1/2" THICK FULL EXPANSION JOINT FILLER MATERIAL AND ELASTOMERIC SEALANT. OVERHEAD LINE OR EACH PROVIDE TRAVERSE EXPANSION JOINTS AT EACH POINT OF TANGENCY OF THE CURB AND AT OTHER UTILITY I.E. OHE FOR OVERHEAD ELECTRICITY WYE BRANCH 4" OR 6" SERVICE LOCATIONS AS REQUIRED BY MAXIMUM 20' SPACING. COORDINATE WITH ARCHITECT FOR THE REMO'•E EXISTING UTILITY LINE D CONNECTION IF LOCATION OF CONTROL JOINTS, FINISH AND SCORING PATTERNS PRIOR TO CONSTRUCTION. X j�• REQUIRED. REMOVE STRUCTUR: f -- G. SAWCUT: SAWCUT STRAIGHT LINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING PAVEMENT � FENCE AND NEW PAVEMENT. —O--O--O— X 24" X 6" -PLUG WITII GASKET 3, STORM SEWER SYSTEM 3'-6 3000 PSI IF ENi OF LINE CONCRETE PAD MATERIALS, TRENCH EXCAVATION, PIPE LAYING AND BACKFILL. EXCAVATIONS SHALL MEET THE REQUIREMENTS OF ODOT. PIPE SHALL BE LAID IN TRUE ALIGNMENT WITH BELL ENDS LAID UPGRADE FRAME & COYER IN A TRENCH WITH AN ADEQUATE SUPPORTING VALUE AND "BEDDED" AS SHOWN ON THE PLANS. ALL PIPE DIA, INLAND FOUNDRY OR EO AL BACKFILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO r„ftp y 4” No. 200 T180. DENS4TY TESTS SHALL BE PERFORMED ACCORDING TO ASTM D698. � 707 S.W. WmIHNnpton sr. 6" No. 202 8" No. 203 THE CONTRACTOP SHALL PROVIDE ALL tAATERIALS AND LABOR TO COMPLETE THE WORK FOR suite a00 j 10" No. 206 STORM SEWS? F oSTEM AT THE LOCATIONS, SIZES AND TYPES AS SHOWN ON THE PLANS. Portland, -227-3 o7Zl>Il 12" No. 209 _ 603-2p7-Jaa 1 A. P.V.C. PIPE AND FITTINGS: POLYVINYL CHLOPIDE P.V.C.) PIPE .'ND FITTINGS SHAI1. MEET THE FAX sOJ-2?7-tOat9 15" OR LARGER r,o, X09 WITH 12" RISER ( REQUIREMENTS OF ASTM D-3034 SDR 35. THE JOINTS SHALL BE FLEXIBLE WITH ELAS.DMERIC SEALS STANDAEYD CLEANOUT TRANSITION COUPLINGS COMPATIBLE WITH NEW AND EXISTING STORM PIPING AS R170UIRED•CONFORMING TO ASTM D-3212 AND ASTM F-477. CONTRACTOR SHALL PROVIDE FITTINGS AND a loves elenne pChIReORw• oemp•ny _. TOM DRAtl1/eM ME TW 000POM OF&%W i NTS B. CATCH BASINS: CATCH BASIN SHALL CONFORM TO THE STATE OF OREGON UNIFORM PLUMBING ~I!cT,M oanpANnr AM Al1E MDT TO q, ' CODE REQUIREMENTS FOR INTERCEPTING STORM RUNOFF FROM PARKING AREAS. CATCH BASINS III myW""' l1w,mm� SHALL BE CONSTRUCTED TO THE LINE, GRADE AND DETAIL AS SHOWN ON THE PLANS. ALL will, 10111111111111"OF CONNECTIONS AND JOINTS THAT ARE MADE AT CATCH BASINS SHALL BE WATERTIGHT AND FLEXIBLE. ----- - CATCH BASINS, FRAME AND GRATES SHALL BE MANUFACTURED BY LYNCH COMPANY OR APPROVED Tjw mow. EQUAL. Droen s� ! C. CLEANOUTS: CLEANOUTS AND EXTENSIONS FROM THE SEWER TO CLEANOUT SHALL BE INSTALLED AT GRADE IN THE LOCATIONS AS SHOWN ON THE PLANS. CONTRACTOR SHALL SET _ gem 7 CLEANOUT FPAME AND COVER IN 18"X18"X12" DEEP CONCRETE, EXCEPT WHERE LOCATION IS IN J6bNo• CONCRETE PAVING. SET TOP TO 1" ABOVE SURROUNDING EARTH GRADE OR FLUSH WITH GRADE E WHERE INSTALLING IN PAVING, — D. CLEANING AND FLUSHING;. PRIOR TO FINAL INSPECTION OF THE STORM SEWER SYSTEM, THE O.NO:M AND MAU CONTRACTOR SHALI CLEAN AND FLUSH ALL PARTS OF THE SYSTEM. ALL ACCUMULATED MATERIALS - SHALL BE REMOVED FROM THE CLOSEST DOWNSTREAM MANHOLE. VELOCITY IN THE PIPE DURING 1. FLUSHING SHALL BE AT LEAST 2.5 FPS. I! . AAL NEW STOf� SEWER PIPES AND MANHOLES MUST BE PRESSURE TESTED AS REQUIRED BY �Ijp. THE TTY. ALL TESTS MUST BE WITNESSED AND APPROVED BY AN INSPECTOR PRIOR TO PLACING INTO OPERATION. C2.1 ........... ........... 12000 SW oath Avenue '`4E'=96 0245 13UP 96-0431 18 n139 PLM 96-0218 2 3 4 1i IF THIS NOTICE,APPEAR 4 CLEARER THAN THE OCT 8 1998 IN)CUMENT,THE DWAIMENTISOFMARGINAL QUALITY. MICROFILMED jlIl�l�� Itdlll�mnlnl►tullutl Inlifutl?I�IItlt1 uninll�Inllltu nnhnl n!1111�I1�nitm tullntt a;llnn nuluu rollnn I�irlltm n+IInI►ullhm I,uil�liilminn nnhur nnin�l i,uklu lntint gulps tnllm tul!tttr nthtu unlnn lnlnn mllntl In+ I f r4 M----- —fr�.L6�1"- i'.s • a...!'C'. Y ..... .. ..._ • : a,r. .. q.-•-. .. w.. • Id 1 .�' (vt •rtrS �9 4 . M - . ._. . X12 off go J. _. -.. Elf/QfiS �= ` , A 12"w - -- --- -12"w • ---- _ -- - --- - --- -- S.W. 66TH /AVENUE --FOR S.W. 88TH IMPROVEMENTS - ----- SEE PUBLIC WORKS DRAW `}I - -- - - �\ // CSP ;1--- i = \`\ I R/W SID- EXIST. PP TP318.60 F N00.01'04"E 356.69' __ • r • ' -- - • ASS -- MATCH EXIST. � --- --- - - .S n / - 18.E 7.2 t T = ,r U MA CH EXIST. MA CH EXI5T. I 1 A Sf. J': / f -jrTP 315.41 TP=317.72 = "TP=317. I'. $ ! Rm LSE q ALS • FF=316.00 'TP=315.16 %s 1 u SALES r I ' PARKING TP-316.11 L 5=0.0200 MIN. IE=313.00 I 1 C.T.G. I I I I t m 316. SEE M cCH. DVGS. FUR' � I I At S •ALS CONT TP: I r� Y I I I I I I Q 1 I N l_1 11 I B I �- I _ J ' • TP-315.18 TP=315.39 o I � C.0T.G. I NEW CAR 3HOMMM I I < IE=311.80 i ALS I I (1 I r DEW- I •\ � Lo 43�.F.-6" PVC SD- _ TP=314.42 -'\ -- -- ---- \ �n 6-11 TP=314.7 U. 0 W I � � IFS=0.0200 V \' \ c. I ��' t \ I I \\`\ S=0.0200 MIN. \ M _ 1 LL ( I � WI iH 3 L. -•4 DIP IE=312.00 \ \ I 1vi.. - W-`- w SEE MECH. DWGS. FOR SEE MECH. DWGS. FOR \ s� �? WATER METER CONT. CONT. ;\ \ GAS A I METER \ \ \ 3 PROPOSE - \ A _ - I IT-MER 08 TRANSFOR \\ \ \---_ 6" CSP S 11I LOCATION 308 I ,d �-TP=313.64 O TP=301.90 i \ \ \ co 0\ G I r C � TP=313.64 i "�\\\\ I TP=313.64 \ \ TP=309.90 I \_- \ \\ I- - - ---- w ----- ---- -- \ \ A \ EXTENT OF NEW PAVEMENT TO \ BE DETERMINED BY THE CONTRACTOR \ 3ofl I GREASE TRAP \\ \ 12"W \ \\ 306 Reviaions I I ( 1 I ! I ( lCONNECT TO EXIST. ('B \ \ I I I I I I I IE=305.00 I STE 5 P _ 304 I -- I I • - ___-_._.... 910 t ..._. ._.- _ - __- • s.4 • momp 60--PVC S - __.+ - 300 298 1 ALS I I + I 1 I I • � � � I I I �i , � I . I 1 � ! i �� 1 � .r I 1 l i ,. � � � � 296 �. USED VEHICLE INVENTORY \ �- \ 8" PVC S � kp f. f . \\ EXISTING LOT UNE 707�S.W. weSt. •,� 500.01'26'E 356.80' � � �,,,,� Suite 600 Portland, Oregon 97206 ao,-z�7.aZQ1 .I --�• ��h^...,,, ..-,,.,,...« ;�r.nw.rr.•. :' FAX 503-227-7980 Xi • f / , c tpp6 I•nn. uohlt•otu • ooAnp•nv :ra i TIGN DRAW AN TW PII"TV 0 SOW G I AKWTUTtMNI COMPANY IUD AN NOT TO 8E TJw 9Q Drown Or v a 111111111M 7,1" 9YMAN JN Ne. D•t• E , CVL In PLAN W%st TRIO GRAPHIC SCALE p 0 10 00 a fa am*No. ( IN PERT ) C2.21 trach £0 ft. of I 12000 SW Seth Awn* MEC 96-0248 BUP ge-0131 19 of 36 Y_- PLM 98-0216 t Ir THIS NOTICE APPEARS CLEARER THAN-4F OCT 8 1998 DOCIIIN:F:NT,THE DOCUMENT IS OF MARGINAL QUALITY. MICRO-ILMED I�II11111111I IIIIIIiII! 1 IIIIII1111111 I fllllli�llll' 1111111�1�111 I t1n�(l�lf�ll 11111111(II�I Ililtll111111 t I�Ilill�lli�i 1111111111111 Illll�ill�lll I�1�1�1�1�1) Inlnn mlhln nnlnn Inllnu,unllnl mlhn�Ihul nnllummlfln nnlnn nnlnllhnllnn Iluhul nulnntnnlnn nnhrn nnlnll Iudnu Intln,I In1hn+m1hnl nliblll nnlm ml'al�mthn nniun nlhm mhllnnuhm mlhtu .F:.•f:: _. �.,k.,tt,.. . _:,e=. -- =""t.-- tyCt••.:.., 1 .... s.s �x:sj4:t'.r^tom,;.. k&:aaw:w = - :... - - -.n.,::• - .1 ws.bww. ..a,.i« ,.1.. ,� •,:. 11 �. IM , Y Y •4 r 1 r, DRAWING INDEX GENERAL STRUCTURAL NOTES S 0 . 1 GENERAL NOTES OM-REQUIREMENTS: CONFORM TO THE UNIFORM BUILDING CODE, 1994 EDITION, AS SLAB BARS SHALL BE HOOKED INTO WALLS, OR HOOKEL DOWELS SHAH BE PROVIDED TO AMENDED BY THE STATE OF OREGON. MATCH SLAB REINFORCING. PROVIDE TWO #4, 4'-0" LONG DIAGONALLY AT EACH RE—ENTRANT , CORNER IN SLABS. PROVIDE HOOKED DOWELS FROM FOOTINGS TO MATCH VERTICAL WALL IL TEMPORARY CONDI TIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL REINFORCING. STABILITY DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY LINDER THE FINAL CONFIGURATION ONLY. CONCRETE ACCESSORIES: HEADED SHEAR STUDS SHALL BE NELSON HEADED ANCHORS WITH S 2 . 1 FOUNDATION 1& MEZZANINE FLUXED E14DS OR APPROVED. DEFORMED -AR ANCHORS (DBA) SHALL BE NELSON, TYPE D1L, EXISTING CONDITIONS: ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS `_=HALL BE CR APPROVED. STUDS AND DBA SHALL BE AUTOMATICALLY END--WELDED WITH THE FRAMING PLANS FIELD VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY SIGNIFICANT MANUFACTURER'S STANDARD EQUIPMENT IN ACCORDANCE WITH THEIR RECOMMENDATIONS. a DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS. e EXPANSION BOLTS SHALL BE HILTI KOK BOLT-11 OR APPROVED WITH EQUIVALENT ICBO DESIGN CRITERIA: DESIGN Wt..3 BASED ON THE STRENGTH AND DEFLECTION CR'TEFRIA OF THE ALLOWABLE TENSION AND SHEAR VALUES, d $ E 1994 UNIFORM BUILDING CODE. IN ADDITION TO THE LEAD LOADS, ;.,E FOLLOWING LOADS AND ALLOWABLES WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER UBC: PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE HOT—DIPPED, GALVANIZEDAFTER , UNLESS g OR S2 ROOF FRAMING PLAN ROOF 25 PSF L.L. (SNOW DRIFT AS SHOWN ON PLANS) EMBEDDED PLATESNOR ANGLESO FOR A MINIMUM OF LOADSNOTED.THERWISE 07 DAYSAFTER CADST IMHGALL BE PLACED ON :. FLOORS: Y MEZZANINE 50 PSF L.L. (PLUS 20 PSF PARTITIONS) EPDXYDADA KESIVE: EPDXY ADHESIVE SHALL CONFORM TO ASTM C881 AND SHALL PA TWO— t CORRIDORS, STAIRS 100 PSF L.L. COMLIQUID EPDXY WITH NON—SAC CONSISTENCY AND A LONG POT LIFE, AhD SHALL BE -- , , ANENT, STORAGE 125 PSF L.L. SUITABLE FOR USE ON DRY OR DAMP SURFACES. MINIMUM SLANT SHEAR STRENGTH SHALL BE ! ALLOWABLE SOIL BEARING PRESSURE 2,000 PSF 5,000 PSI, AND MINIMUM TENSILE STRENGTH SHALL BE 4,000 PSI. HOLES FOR GROUTED PODS x RETAINING WALLS 35 PCF (EQUIVALENT FLUID PRESSURE) AND REBAR SHALL BE 1/4" LARGER THAN THE BAR DIAMETER. INSTAI LATIOI I SHALL BE IN S5 . 1 FOUNDATION DETAILS o NAND 80 MPH — EXPOSURE B STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. EARTHQUAKE DESIGN WAS BASEL) UPON THE FOLLOWING. Z = 0.30, 1 = 1.0, C - 2.75, Rw 8 CONCRETE MASONRY: CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C90, TYPE I. AS:iEMBLIES SH1,LL HAVE A MINIMUM COMPRESSIVE STRENGTH OF fm - 1,500 PSI AS VERIFIED , B DESIGN AND DETAILING WAS BASED ON CRITERIA FOR SEISMIC ZONE 3 BY PRISM TESTS DURING CONSTRUCTION. CONCRETE MASONRY WALLS SHALL BE REINFORCED, AS SHOWN ON THE PLANS AND DETAILS, AND IF NOT SHOWN, SHALL BE AS NOTED UNDER SUBMITTALS: SHOP DRAWINGS SHALL BE SUBMITTED TO -fHE ARCHITECT PRIOR TO "MASONRY REINFORCING STEEL". o S6 . FRAMING DETAILS FABRICATION AND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: MORTAR: MORTAR SHALL BE TYPE S, WITH A MINIMUM .OMPRESSIVE STRENGTH AT 28 DAYS OF 1,800 PSI, AND SHALL CONFORM Tr UBC SECTION 2103. CONCRETE MIX DESIGNS, CONCRETE AND MASONRY REINFORCEMENT, EMBEDDED STEEL ITEMS, STRUCTURAL STEEL, GLUED—LAMINATED MEMBERS AND PREMANUFACTURED WOOD JOISTS. MASONRY GROUT: GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 b DAYS AND SHALL CONFORM TO UBC SECTION 2103. GROUT SHALL CONSIST OF A MIXTURE OF R CEMENTITIOUS MATERIALS AND AGGREGATE TO WHICH SUFFICIENT WATER HAS BEEN ADDED IF THE SHOP DRAWINGS DIFFER FROM, OR ADD TO THE DESIGN OF THE STRUCTURAL TO CAUSE THE MIXTURE TO FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS. ALL CELLS YI S 6 . 2 FRAMING DETAILS DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER CONTAINING VERTICAL BARS AND ALL BOND BEAMS SHALL BE FILLED WITH GROUT. REGISTERED IN THE STATE OF OREGON. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ARE SUBJECT TO REVIEW AND ACCEPTANCE OF THE MASONRY REINFORCING STEEL: REINFORCING SHALL CONFORM TO UBC SECTION 2402(b)10. ENGINEER. DEFORMED BARS SHALL BE GRADE 60, AND SHALL BE SECURELY PLACED IN ACCORDANCL WITH UBC SECTION 2104.5. UNLESS OTHERWISE NOTED ON THE PLANS, THE MINIMUM WALL DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION REINFORrEMENT SHALL BE AS FOLLOWS: �� 11 '' OF ITEMS THAT ARE DESIGNED BY OTHERS, INCLUDING: PREFAERICATED WOOD JOISTS, Cr W A SKYLIGHTS, AND WINDOW WALL SHALL BEAR THE SEA! AND SIGNATURE OF A STRUCTURAL HORIZONTAL BARS (IN BOND BEAMS) 210 ENGINEER REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMITTED TO THE WALL THICKNESS VERTICAL BARS RUNNING BOND STACK BOND ARCHITECT PRIOR TO FABRICATION. CALCULATIONS SHALL BE INCLUDED FOR ALL O CONNECTIONS TO THE STRUCTURE, CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL 8 #6 O 32" 0.C• (2) #4 O 48" O.C. (2) #5 O 48" O.C. ELEMENTS INDUCED BY THE CONNECTION LOADS. DESIGN SHALL BE BASED ON THE a , REQUIREMENTS OF THE 1994 UBC WITH THE FOLLOWING: BOND BEAMS WITH TWO #5 BARS HORIZONTALLY SHALL BE PROVDED AT ALL FLOOR AND ROOF � w LINES AND AT THE TOP OF WALLS. PROVIDE A BOND BEAM WITH TWO X15 BARS HORIZONTALLY 1.i_ EARTHQUAKE ZONE 3 ABOVE AND BELOW ALL OPENINGS, AND EXTEND THESE BARS 2'-0" PAST THE OPENING Af EACH WIND ZONE 80 MPH, EXPOSURE B SIDE. PROVIDE ONE BAR, MATCHING VERTICAL BAR SIZE, FOR THE FULL HEIGHT OF THE WALL AT EACH SIDE OF OPENINGS, WALL ENDS, AND INTERSECTIONS. DOWELS TO MASONRY WALLS THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF MECHANICAL, PLUMBING, AND SHALL BE EMBEDDED A MINIMUM OF 1'-6" OR HOOKED INTO THE SUPPORTING STRUCTURE AND Q ELECTRICAL EQUIPMENT, MACHINERY, AND ASSOCIATED PIPING WITH THE STRUCTURE. ANY BE OF THE SAME SIZE AND SPACING AS WALL REINFORCING. PROVIDE CORNER BARS TO V CONNECTIONS TO STRUCTURE NOT CONFORMING TO SHEET METAL AND AIR CONDITIONING MATCH THE HORIZONTAL WALL REINFORCING AT WALL INTERSECTIONS. LAP ALL BARS AT CONTRACTORS NATIONAL ASSOCIATION (SMACNA), OR SPECIFICALLY DETAILED ON THE SPLICES 48 DIAMETERS, WITH A MINIMUM LAP OF 18", EXCEPT AS NOTED. Z 0 MECHANICAL ENGINEER'S DRAWINGS, SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN Q MM THE STATE OF OREGON, AND SHALL BE SUBMITTED TO THE ARCHITECT PR:)R TO FABRICATION. • STRUCTURAL STEEL SHALL BE ASTM A36. TUBES SHALL BE ASTM A500, GRADE 1.1� B Fy - 46 KSI • PIPES SHALL BE ASTM A501 OR ASTM A53, GRADE B. DESIGN, FABRICATION, AND FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR ',HAT DIFFER FROM, OR ADD TO ERECTION SHALL BE IN ACCORDANCE WITH THE "AISC SPECIFICATION FOR THE DESIGN, THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A tTRUCTURAL FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". BOLTS SHALL CONFORM ENGINEER REGISTERED IN THE STATE OF OREGON AND SHALL BE SUBMITTED TO THE TO THE ASTM SPECIFICATiON FOR A307 BOLTS. WELDING SHALL CONFORM TO THE AWS CODE`, ARCHITECT PRIOR TO CONSTRUCTION. FOR ARC AND GAS WELDING IN BUILDING CONSTW.IcTION. WELDS SHALL BE MADE UCING E70XX ELECTRODES AND SHALL BE 3/16" MINIMUM UNLESS -THERWISE NOTED. WELDING SHALL BE BY r/1 1SPECTION: SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR SHALL BE AWS CERTIFIED WELDERS. PREQUALIFIED WELDING PROCEDURES ARE TO BE USED, UNLESS V� PERFORMED FOR SOILS COMPACTION, CONCRETE AND REINFORCING PLACEMENT, STEEL AWS QUALIFICATION IS SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION. FABRICATION AND ERECTION, EMBEDDED BOLT PLACEMENT, EXPANSION AND EPDXY ANCHOR PLACEMENT, WELDING, AND STRUCTURAL MASONNY PLACEMENT. ALL SOIL—BEARING SURFACES ALL STRUCTURAL STEEL TO BE BLAST CLEANED AND SHOP PRIMED. SHALL BE INSPECTED BY THE SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. SAWN LUMBERL SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU ALL WELDS SHALL BE VISUALLY INSPECTED. ALL COMPLETE PENETRATION WELDS SHALL BE OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. LUMBER SHALL. BE THE TESTED ULTRASONICALLY OR USING ANOTHER APPROVED METHOD. SPECIES AND GRADE NOTED BELOW: Fb(PSI) CONCRETE: CONCRETE WORK SHALL CONFORM TO CHAPTER 19 OF THE UNIrORM BUILDING USE GRADE (BASE VALUE) CODE. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28—DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS: 4" THICK AND WIDER DOUGLAS FIR—LARCH NO. 2 875 ABSOLUTE WATER—CEMENT RATIO BY WEIGHT JQISTS. PLANKING &—,3LQCKING ' 2 TO 4 THICK CK AND WIDER DOUGLAS FIR—LARCH NO. 2 875 ('c (PSI) NQN AIR—ENTRAINED AIR—ENTRAINED QSF M(ALL PLATES & NAIL ER„S 4 3,000 .58 .46 ALL USES UNLESS OTHERWISE NOTED 2 TO 4 THICK AND WIDER DOUGLAS FIR—LARCH NO. 2 875 ESTABLISH PER ACI 318-89, CHAPTER 5 BEAMSZSTRl1YSEB•S. DOUGLAS FIR—LARCH NO. 1 1300 POSTS DOUGLAS FIR—LARCH NO. 1 1200 HIGHER WATER/CEMENT RATIOS THAN SHOWN ABOVE MAY BE USED IF SUBSTANTIATED IN ACCORDANCE WITH ACI 318-89, CHAPTER 5. MINIMUM CEMENT CONTENT PER CUBIC YARD ALL LUMBER IN CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE TREATED UNLESS AN R e v I e i o n 8 SHALL BE AS FOLLOWS: APPROVED BARRIER IS PROVIDED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON COMPANY (OR APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. HANGERS NOT SHO',vN SHALL BE SIMPSON HU OF SIZE VC (PSI) MINIMUM CEMENT PER CUBIC YARD RECOMMENDED FOR MEMBER. ALL FRAMING NAILS SHALL bE COMMON NAILS AND ShALL BE OF - THE SIZE AND NUMBER INDICATED ON THE DRAWINGS. NAILING NOT SHOWN SHALL BE AS 3,000 470 LBS. INDICATED ON UBC TABLE 23—I—Q. CUTTING AND NOTCHING OF JOISTS AND STUDS SHALL CONFORM TO UBC 2326.8 and 2326.11.2, 9 AND 10. FLYASH CONFORMING TO ASTM C618 (INCLUDING TABLE 2A), TYPE F OR TYPE C, MAY BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS PLYWQ4I4 PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF "U.S. PRODUCT SUBSTANTIATED BY TEST DATA. STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" OR APA FRP-108 PERFORMANCE STANDARDS. UNLESS NOTED, PANELS SHALL BE APA RATED SHEATHING, THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS, ALONG WITH TEST DATA AS EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DR,AWING3. REQUIRED, A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW A WATER—REDUCING ADMIXTURE CONFORMING TO ASTM C494, USED IN STRICT ACCORDANCE 1/8" SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED B; THE PANEL WITH THE MANUFACTURERS' RECOMMENDATIONS, SHALL BE INCORFORATED IN CONCRETE MANUFACTURER. DESIGN MIXES. A HIGH—RANGE WATER--REDUCING (HRWR) ADMIXTURE CONFORMING TO ASTM C494, TYPE F OR G, MAY BE USED IN CONCRETE MIXES, PROVIDING THAT THE SLUMP DOES NOT ALL ROOF SHEATHING AND SUB—FLOORING SHALL BE IN"'ALLED WITH FACE GRAIN EXCEED 10". AN AIR—ENTRAINING AGENT CONFORMING TO ASTM C260 SHALL BE USED IN PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHING CONCRETE MIXES FOk EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER. THE SHALL EITHER BE BLOCKED, TONGUE—AND—GROOVE, OR HAVE EDGES SUPPORTED BY PLYCLIPS. AMOUNT OF ENTRAINED AIR SHALL BE 5% +/— 1% BY VOLUME. SUB—FLOORING SHEATHING 'SI1ALL BE UNBLOCKED, EXCEPT AS INDICATED ON DRAWINGS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2X FRAMING AT ALL PANEL EDGES. NAZI ING SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE NOT SHOWN SHALL BE AS INDICATED ON UBC TABLE 23-1-0. ALL NAILS SHALL BE COMMON STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE NAILS; HOWEVER, USE RING SHANK FOR ROOF SHEATHING. POURING. CONDUITS EMBEDDED IN SLASS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE GLUED LAMINATED MEMBERS: GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN DIAMETERS ON CENTER. PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES UNLESS CONFORMANCE WITH U.S. PRODUCT STANDARD PS 56, "STRUCTURAL GLUED LAMINATED k, p f f NOTED OTHERWISE. TIMBER" AND AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, AITC 117. EACH MEMBER SHALL BEAR AN AITC OR APA—EWS IDENTIFICATION MARK AND BE ACC(`IPANIED BY A CERTIFICATE OF Coneuft E rgkwwv REINFORCING STEEL: REINFORCING STEEL SHALL CONFORM TO ASTM A615, INCLUDING S1, CONFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING GRADE 60, FOR DEFORMED BARS AND ASTM A185 FOR SMOOTH WELDED WIRE FABRIC (WWF), IN EITHER SHOP OR FIELD. BEAMS SHALL BE VISUALLY GRADED WESTERN SPECIES INDUSTRIAL UNLESS OTHERIMSE NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM GRADE, AND OF THE STRENGTH INDICATED BELOW 207&W fig'= skes am A70S. COLUMN SPIRALS SHALL BE PLAIN OR DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH X116 �`NNEALED IRON COMBINATION avow 97X5 WIRE. SMBOL SPECIES lL�E I ;10.3-�7-,'�► BARS SLABS SHALL BE SUPPORTED ON WELL—CURED CONCRETE BLOCKS OR APPROVED METAL 24F — V4 DF/DF SIMPLE SPAN) CHAIRS, AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1. REINFORCING 24F — V8 DF/DF CONTINUOUS OR CANTILEVER) a +""s Nan"e .roNtreetwe company STEEL SHPLL BE DETAILED IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE TICK MA"'NO{not TM MWMTn or I NNA FOR DETAILING REINFORCED CONCRETE STRUCTURES," ACI 315. LAP ALL REINFORCING BARS GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON HGLT. 0010Mcnnt COWMV AM AM NOT TO 1N AT SPLICES 36 DIAMETERS, WITH A MINIMUM LAP OF 18", EXCEPT AS NOTED. ADHESIVE SHALL BE WET—USE EXTERIOR WATERPROOF GLUE. "1MA0010®"ANY WAW Ow""'""o'A10A REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: "am n"'M°'OF IMA Mawlsy "off/ PREMANUFACTURED WOOD JO,z;5_ PREMANUFACTURED WOOD JOISTS SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS, MANUFACTURED BY THE TRUS—JOIST CORPORATION, OR ! QTR BE AN APPROVED EQUAL. PROVIDE L'RIDGING IN CONFORMANCE WITH THE MANUFACTURER'Syxs a.A RECOMMENDATIONS. JOISTS AND BRIDGING SHALL BE CAPABLE OF RESISTING A NET WIND Memo er on..I.«OW SLAB BARS 1" UPLIFT OF 10 PSF. THE JOIST MANUFACTURER SHALL VISIT JOF, jiTE AS REQUIRED AND VERIFY WALL BARS: INTERIOR FACES 3/4" THE PROPER INSTALLATION OF JOISTS IN WRITING TO THE ARCHITECT. PREMANUFACTURED 952M 711 EXPOSED TO EARTH OR WEATHER 1-1/2" (#5 AND ILLER) WOOD JOIST ALTERNATES WILL BE CONSIDERED, PROVIDED THE o•LTERNATE IS COMPATIBLE job ft, _�1 Def FOOTING BARS 3" WITH THE LQAD CAPACITY, DIMENSIONAL, AND FIRE RATING REQU;REMENiS OF THE PROJECT, _SAL. NOTES t CONCRETE WAU :EINFORCING (UNLESS OTHERWISE NOIEP): AND IS ICBO APPROVr D. WALL THICKNESS HORIZONTAL BARS VERTICAL BARS LOLAU 1 MA,VM NDU IF 6" X14 O 16" O.C. #4 O 16" O.C. O CL OF WALL shost nift 8" #4 O 12" O.C. #4 IRA 16" O.C. O CL OF WALL 10" #4 ® 18" O.C. #4 Ch 18" O.C. O EACH F ArE 12" X14 O 16" O.C. #4 O 16" O.C. O EACH FACE Ih VOA SOM1 of 12000 SW 06th Avenue ME"96 0245 BLIP 960431 20 of 38 pi 96-0218 a . r I; THIS NOTICE APPEARS CLEARER THAN THE ()CT 8 1999 IXh_IIME.NT,THE DOCUMFNTISOFMARGINAL QUALITV. MICROFILMED `� �ac" 1�1{1{I1I{111 11'l11111111111 I{IIll Ill!1{1 I gq� ljII111 I Ill IIll 1111{I 1Ill Ijljill{I 11{IJill IIli Inhnt tulltilt tniluu mdnnllnduRt unlnn aahtn RnI!Im nnhul nnlnll a1l�unhnllnn n11hnR unlnu II,R�I:II nnhnitnulnll n+Ilnnm:iam mluRltnnlna ItlRhta Titha nnlmt natnT aulRin alba a�Ilnn Mann nwh:u nN - yy r s;I.,: .e .s.:.,.c. .,...,....:..'._::.,,.r.S,S.Fin.a4.3.fri6�i7 � 4� i14J�1Jf1....1.:i...- ... _..::�:.;., .tY••�._-._ ,...I...� y .`:.. _ `�9cv,. _ _ _ _ 11 1 t W�ii ty.rt,- -y a,.f:•:{t>x:.rraarrxas ,:lr.�lllr,, Y :.... '.�as�.�sl: .:�;r,>rElta3ut'�.al�`era�tS,�4rai:�3iii>(M� 'n -'�'-. ,. _ - 2 PRO E E.3 OF 1 J , 2 _ I -4 Q a!Q I tx Q t I W - - -- 1 0 _I « 8 oe (314.00) I (314.00) 5 (314. 0) 1314.00) - -- - - - -- � 2 J' 201 2 I (314.00) _ I - , --, _ } J - - - - - -- /;f0 - - - -- - - - ---- �•5 I04 - 04 ® 3 i (314.00) I 4" S.OG. w/ (314.00) -TYP. S.O:G. a01 3 I I AT OF SLAB CONTROL JOINTS TYP. — TY0. s5. I REF. 1/55.1 U TYP. y P +� / 41 NATES: c C - h a � ` --1 EL. 316.00 -- - �Q 1. _ ' I ' / J - --- 1. l'XxX.XX'J INDICATES BOTTOM OF FOOTING: ELEVATION. _ �- ---_— - - - - - ---1 -- - U � � � LJ I I I J D (31400) D l � 1 i � _ _� _ " 2. C INDICATES FOOTING TYPE. REF- 4/55.1 FOR I D l J FOM. SCHEDULE. i11 ,q I 85• 14 ) P P� P P 1314.00) 5. �� iv �I-- ,� (314.00) .yP vj � ti til � TYP. l3 33 3- INDICATES EXISTING STRUCTURE. 5 __ 1314.00) } - - -- -- - - - - -- -_- -- i -- - - - - ----- -- -- - -- -- - -- - -- - _ - - -- - : I �� i i � � 5 � � �- - — _ _--- _.-_ - 00 _-r - , O� — 4_ (9 EL. XX.XX' INDICATES TOP OF SLAB ELEVATION. F- � - I � _. _ — .--- -- - �� 85. ---- (314.00) ® - -- - � �.. B 8 I - {_ - - --- -- -- - .� 5. FIELD VERIFY EXISTING DIMENSIONS AND ELE ./ATIONS. 5.4 6• INDICATES STEP IN ELEVATION. - ----- --- - ---- - - I 518. ---- -- - - 1,T/Tmcc 5.3 F.OM. _ 1 I i B 2' 0" x 2' ra" _ F.O.M. �� THIGtCENENEG I �Q t l - -- ---- I - Q _ TYP. SLAB A l �. REF. SHEET 55.1 FOR TYPICAL CONCRETE DETAILS. 4 � -- --- - ------ sae 5.508 8. REF. ARCH. DRAWI, IGS FOR WALL LOCATIONS ANIS Z -- I© DIMENSIONS NOT SHC'WN. � � 3 s5. 1Q�} , - - -lc34 3r, § Ali �I 2'-0" x 2'-0" x I'-0" - - 0� I i 9• _ -- - INDICATES BEARING OR SI yEARWALL w/ 2x4 ��R 2x6 THICKENENED SLAB _, U Im - I STUD£'1 0 16 O.C. w/ !2 OR % PLYWOOD ONE SIDE. O trl �I� EL. 3)2.00' - -- s5 I NAIL w/ 8d NAILS a 6" o.c. AT PANEL EDGES AND T p,+ 1 I �r I 8d *s 12"o.c. AT INT. SUPPORTS UNLESS NOTED OTHERW15E - (31433) p;+ B 4 I A 8t_5 1, 11 O , � J k4 A i - -� - I � i (p ON SHEARWALL SCHEDULE. REF. ARCH DRAWINGS FOR U�7 O 0 WALL TYPES. S T G `� - -- - ----- --- — ®ro Im EXIST. 6" CONC. Q)TY I I 10. - INDICATES g" CMU WALL SOLID GROUTED. REF. GENERAL s5 TILT-UP WALL iaTRUCTURAL NOTES FOR REINFORCING. P. I I 11. X INDICATES SHc1ARWALL TYPE. REF. 13/°6.1 FOR <� aHEARWALL SCHEDULE. -1 - - - - - - - -- -- -- - -- - --- -- -- 1:. S -1,4" T t G PLYWOOD(48/24) w/ I 12" CONCRETE L_I - --_ _ -- ---------- - --� -- - � -- - - _ --- - _ -__ � INDICATE - - — . --- - --�- r - - - - -- t I I I TOPPING. NAIL w/ 10d NAILS 0 4" o.c. AT PANEL EDGES 1 1 t 106 *a 12" o.c. AT INTERIOR SUPPORTS. PROVIDE 1 (� E F BLOCKING AT ALL PANEL EDGES. 0 FOUNDATION PLAN 13. ALL HEADERS TO BE 4x10 UNO. W-1" 14'-3" 6'-m" 4'-9" B P.� .S C D F F.I Revisions r 14'-3" „! 5'-9" 4'-9" 26'-011 i 25 -0" 24'-0" -i--- - - -- -- - ---- - - - L31111 II 2-'\ S6. \ 9 I 3 O GL 63i xl8 Cs 6 x18AI1 - - - - -- C + �TYP. 2x6 16"o c. �.. --•� 111b" TJI/35G 16"o.c.� L ,ex 11lb" TJI/35C TYP. - _ - - - _ = GL 5,t%x12 12_ GL 31%x12 56. BELOW IIS" TJI/35C 16"o.c. I TYP. —� - TYP. E TJI/35C TYP. TYP. 111,6" TJI '35C 16"o-C,., g axl2 1 l '` '' °' Ca�sult#g Enpneer�r GL 51%x12 I GL 31i�x12 GL 51%x12 mea Aft Stitiplonal HEADER BELOW EL. 321.00' Ib HEADER ftnunc!aroma+ o� BELOW 114&" TJI/35G *� I6"o.c• P. BELOW 11 " TJ I/35C n e 1e�e efeene eloWfeetW e,Mnpeutr GL 31/&x12 BELOW oa rnae Mt Tie rlarettr a nMM ' 111b" TJi/35C A"TeoTM OOWA tl MD Me NOTTO N b 1l.o0uoLD el ONr I * 1g,11 O C. IrtMTr,v 1411MIOD1 Q llU�M fM110fYC OSIAM (� F.O. EXIST 1 WALL ! I o"• 2x6 * 11£�"o.c- Im I1 1MC8aw JI.w of 1 1, TYP. r - REF. ARCH FOR I' STAIRS t MEZZ. " MAMW 610 t i Oh"No. MEZZANINE FRAMING PLANS2wl O, I 12000 SW 66th Avenue MEC 96-0245 BUP 96-0431 21 of 36 PLM 96-0216 IF THIS NOTICE APPEARS CLEARER THAN THE OCT S 1998 IN)CUMFN7,.HE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED I�Ili�lll;i{ I�III{l�III{� IIIIIII�IIIII I I{illli+lliji IIIIIIF(I;��i i�1j�i,lji�l Illjlll�lllll 1 IIIIiII�illji i Illlijllljl�l illli{i�ilili) 1�lji�l{ilii Ijijl�i�lil�l� IMON M�Ot N CNiNA ' Ittllm Inlltin nlllunhnlhul tnllun tntlnn nnl!m nllhnr�tlilllln nnhn�nuhrn nnlrnl nninu nnlnn lullnn nnlun nnhm nnlnn luilnn nnlnll null tbttt mthn nlmt rnllnn nlnfly ntln xnlnl�utdnn Indae IIk r t w . - ,. •• s.-! .- ... -_.:.. _ r..:_. q: 1_ fr4t`s - -._.—.-. . :.'. .: '.-'1.a' "a•5:._ :.dilii - -'a•]u-r.::' m 3., - ,.�.,_...s.a.:..,c�.aa,5.•.mr.IrS,t613Yi� "•.� -`avle •.-' - - - -- :..-... *- ,.: - _ _-- -- -- - - -..._... - f r r g J►�� s I 4G IPAOFEsfi rr-- AA A B B.5 �. 1 C D E ) E.3 6_b . __� 8_ •9a 12 -6 2 - Im -b-- - -- 26-® - - ---- 25'-e - --- 8-�1--- 113 -II J 4 - LL ac Q F ' � iT I GL 694X18 63/ 8 s I � I TY �''� 694xlg s F-- A z I11b" fJl / 35C 11�" TJI / 35G 111 TJI / 35G � ' 6 r- 24"o.c. • 24"o.c• A 24"a.c. r ® y ;n r_ 11,1D2 ISrJl / 35G - - -- 1XIC0 24"o . �� - 11' " TJI / 35 _� 2 1 a.G. -- ,I► s, I sb. TYP, 3 I j -. 24 .0. 2.3 T / 5G GL 6 4x19/2 GL 6 �4x19i2 t� 6 /4x12 9b. -- - - - - - -- - - - Z r _ Ssl�h_'4x15— - - - - - L 634x1 - - I - ' /V E - 44 -� 3 L!.� 3� - ? r X I X T X u _\�v � . U u � \r' � U e1\'f U \� \^ U T`� tom,+ \' / \~ V x ' ! 111 411 411 tl► � \� x x m x \ X m m x x m m x �: W r ro x Y o 0 0 D 0 0 J --0 41`I o 0 -1 0 Mq M>S 0 IYl ll c 0i ��-� � 0 � ~• ~ • ��'3 � ~� ~� � � � ~� ~• � � � ~a = � Q ~ cam'• 9 o4'-S", k II I � C.M. _ -- FAM. r r t , I I i I I -- 'GL (t93/4 1 �2 GL (03� xl9'� (LOUT) T GL 6 xl�'� ILOW) GL I& xl9% lL ) - TYP. _� 0 cb 4LL 0 2 GL 3� xl5 GL 3i X15_ - F.OM. 4.5 t I 4c1 I 3 GL 694x13' lL WI -- --- ,� - - - - --- `�' - - - iv .'L i4 x l5 3 _ -- - -- - - _ _ -- - --- - _ r> — 0 X- - W GL 31/ext3�� { 5 ) o � �� , - X ! -,;a � - I� A �° � 16 TJ1�35C �J /5.1 -� 11 TJI �5C -1N 4 J m m I 1 Q TYP. I� �'� I, SGL 3%x13/2 _ I GL 3 xl5 - �� o d V9 •— 5.3 F.CM. 1. - I 1 G�5„ y r – _-- _ F.01`1. 5.� �\✓ _ " R ca 61I _ - Id `1' cv 4 -to �� m V U \v 8 � tan ro, , 111 ptr 0 0 y 0 0 "` _ J U m ►- v Q � � -I -m � N _ � ';'� � ________ ------ 5.5 y`•G x \0 - x X 0 o (1 p R _ �1 l°� 1114'' TJI / 35C `" x Z -4 F- --1 m m `� m GL 3'/ x131/ GL 31/sKI2 - 11 J - �I `r _ i6" TJI/35G _M ^I I = iex TYP• v '� I GL 3'x13 i2 11.11x" TJI / 35C s- ' c 15" _ , i d _----••----- -.. .. _ , 11 (02 I 3 ' —TS 5x5 BELOW � 5 O TYP. I Ii*TYP. I� TYP. BELOW EQ. EQ. OE F � I RevialOna 90-11, I 14'-311 6' 41-4b" A.2 � I. REF. ARCH. DRAWINGS FOR ROOF ELEVATi01 4.13. ROOF FRAMING PLAN 2. °=? INDICATES 1/2" PLYWOOD(24 w/ to 1/8 1M-OMw/ 8d NAILS tv 4" oz. AT PANEL EDGE5 t 8d a 12 o.c- AT INTERIOR .:JPPORT5 PROVIDE \ BLOCKING AT ALL PANEL EDGES. con"hg ��prmaera 3. GL HANGERS TO BE 51MP50N HGLT(U.N.O.). 707 a 8t stao 600 4. ALL HEADERS TO DE 4xl0 UN.D. /3xt�Mnd Beam o7" 5. REF. ARCH. DRAWINGS FOR EDGE OF ROOF DIMENSIONS. VERIFY SKYLIGHT OPENING DIMENSIONS. ° tees slip^^• 1womm•w's e.Tosfr THAM/DRAWKS AR TW PIU/WT OP SO M AROWICTI�OMPARY AND Alt!101 TO BE NMMOOM m■AMT MAMEA E7(X"i wn"V prm �ITaN t�fMMf OF t�AMl1M Y'AW OMPMC 1. w Maw"f!y glu•YM SY 9��p4 .lo!"0 i>•1 F —_.—_�—__ OMAN Ti" el we No. S282 of 11000 SW 861h Avenue MFC 98-0:45 1 RUP 98-0431 22 of 3t1 PLN 98-0218 - — IF THIS NO1 K E APPEARS CLEARER THAN THF, OCT 81998 Ixx'UMF.NT,THF.DMUMENT IS OF MARGIN'I•QUALIT MICROFILM VD Il.jlll�ljl� 11I!1I1I(ijill Ililtll`illll I flllill�lllll 11111(lillil'tl i'�il�ji�ljljl I Ij11tj�Ii�i)i �jij111I11111 I Ijlli�lll�ijl t I�IIIIiIljl�ll�i111�1�1�tltllli'Illfill111011�- D Atoll Imam" �, �1 Imlllltl!nlhnliunlntl unhm m11nn nnhrn nnlnu nllllnl nnlnllUnllnn nlliun nllinllhmbnl nnlnll nulnn uulnulmtl++tl+Inilnl minl ttltl+m nl�ln tttimt tntltnt dt4nn tltlp tailom nIR11In nnlnu me If 1 d ..,. ..w.,t•LswdaL1Ye AW.(.J�� "IAW�iW1iYr.ra�.��a.�5�"A4A& -fiWYiill. ,:3:atuw.:...r:.:..,.'u.un...aaa,...... ... . ...... _._-__,..rrn,....,.. = rwrY-_ __,ii.rrw_.., - • yw —wa..a-.....r3..iw;, '. . –.. -....,,.. ._.. ,.. ...... ..._ .-, . ._,_ 'J, -- - ''..'-.r _'_""' "i:o�� ..... - _ _ _ _– – _ __ _ –_ -- __ __ _ _ _ ,.,;,°R -.�: ter•••=•-.,,. , .... .-. ..,. r KEYED JOINT a PAOF� (3/4 MIN.) �o ES (� SLAB MID-DEPTH) II v�S� I N si FAINT w/ CURING COMPG'!ND A5 BOND BREAK BEFORE f p NQ_71 ._ ADJACENT SLAB �.r CONTROL JOINTS 1 0411 — •° . D'.O a O-�-o p'a.° •� 15 PLACED - `.c•0: 0�a°0. TO BE 20'-m" oz. cp v�S REF. FG'7TING SCHEDULE 4/55.1 °•° ° .e• •°°a. •0.°•0. •a.° a� MAX. CMU WALL ;,1��i I > r„1 ,i11 Fivrir�- � SOLID GROUTED - S.O.G -- --• ? � TRANS. REINF. I, , 5AW CUT��--�� CONSTRUCTION JOINT cp (SAW SAME DAY`S i— /s' PREMOLDED — , w AS POUR) FILL STRIP FLUSH w/ DOWELS t0 - .— w/ JOINT SEALER I/e„ I/iSURFACE MATCH CMU VERT. REINF. ALT. ,'DIRECTION O• F HOOKS OOKS -� ; - , glL �J n O°•o°..°ao.°A•°a°•.°•Ja•O•0o o•oo� .I�O°a• .O°•o°° °o. _•o•0, 0 ')NT, 0•0°0. a ° (4) ' 5 Cc Ffi SANC Y GRAVEL OR 4 CRUSHED ROCK _ a^ Yg • n a r, UNDISTURBED 501L 2" SANG. • VAPOR BARRIER I �'---BASF IE 34"x12"x1'-0" AU1 :UT JOINT FOF21"1�QJ��INT TYP ._ CMU WALL F00_TIN_G WBOLTS/4 1/ ON- ,� TYP SLAB ON GRADE DETAILS SHRINK GROUT. B a O I C 11 1 l o --- 11 —TS OR PIPE I Tv ---2 x STUD WALL g51 , C OLUM N REF o 1/55.1 FOR UNDERSLAB WALL SHEATHING `��3,4" o A3®1 ANC:�tOR FILL w/ T/2 5TEF m" TO 4" REQUIREMENTS 3 MIN. - BOLT * 48" o.c. CONC. ..I , _ TYP. — 4 (U.N.O. IN SHEARWALL I Cy SCHEO. REF. 13/56.1 o°° 5 CONT. o °° o °° o° * O -j SLAB THICKNESS l3- _ -L __ • t t • 5TEF 4t t TO 1t—a w 7=7 NOTEC� REF. 1/55.1 FOR 77•( -UNDISTURBED SOIL I Yu. °°° ° V .ENDS UNDER SLAB l3) + 3 © � ° o ° o ° °o °°o ° REF. PLAN) ° ° °° ' °° °°0 REQUIREMENTS. 00 . 0 08 A - BARS TO MATCH Jy _ I L—� SLAB REINF. 3 TYP. 0 51EF 1'-011 TO 4'-0" � TYP . THICKENED cn SLAB AT INTERIOR WAIL FOOTING DETAIL AT STEEL COL. x T'YP ° STEP IN S - 0 G. DETAILS 5 ., x THICKENED EDGE EXT. GRADE 2x6 STUDS~----_� { OR SIDEWALK ' - ►/�" SHEATHING 2x6 P.T. IE A301 ANCHOR BOLTS 32" O.C.. a° • °e° • ` - , r R e v I a i o n 9 5 CONT. - REF. 1/55.1 I FOR UNDERSLAB FrI THICKE11vED SLABFOU IREMENTS EDGE REF. 3/55.1 J ►/z" ISOLATION JOINT w/ PREMOLDED JOINT FILLER SLAB ON GRADE,. CONTROL JOINT DETAIL AT EXTERIOR STUD WALL ISOLATION JOINT AT COLUMN x THICKENED _EDGE DETAIL x 'TYP.' Blow r•„_ 1 1111 Consultlr►g Engr►urers ° . °°0 707 8 W. 16ti�It1>D m 8t. ,eo o'° 0 9M 600 ° a _ • �•• --- • 4 � 12"o.G.—- ' • ° FOOTING 1 I NSI !/�V��M F.,� I•C�firtl� G....�.wr 97"E A. WAY SW-227-3 TYP. 1+ MARK SIZE , T , REINFORCING o w•• °IM• °rer oM,w•rure oopony _ "A" x "B" rHgc av,wrat►AN n+e P1,C/Iwrr OF simom AWH"CtUft OOWAlY AM At!NOT TO R '° • ° °° ® 31-01' x 31-011 12" (3) " 5 EACH WAY a"r'r'"t.""'°wT'"'"no"'°" o • , wry"PON"=OF am wi lmmy ° I e•op °o . �.� — 4 12" O.G. ° ° EA- WAY nn °o ® 4'-0" x 4'-m" 12" (4) " 5 EACH WAY e 1 e° • °e° • ° L � &A °e° • O o° ?r °° • o TYP. •,°C ^ blown by Obalithed oma° o /' V 4'-��" x 4'-6" 12" l4) M 5 EACH WAY °^ 96244 7/t/16 51-611 — i ' it M /., Y, .!•Y IfO. Dlix 5 6 15 l5) 6 EASoH WA I i Q `_ "•a rnw of " to. SECTION AT ELEV. SUMP PIT 04 — FOOTING SCHEDULEt,000SWt=Rth Avenue MEC 96-0245 • •r HUP%043' 23 of 38 PLM 96-0218 IF fHIS NOTICE APP'r.ARS CIAARER THAN THF, OCT 8 1998 noCtIMF.NT,THF.DOCUMENT IS OF MAnGINAI.QUA1,17 r MICROFILMIED 1111111 IIIll IIIIll{I ;i�i{i� 1{i{ilir{i{i{iII{*mti{i i{I{i;1�11i1! r{�11(��IP{� i Illli{I�►I�i�1 'I►l1i�11�1i1 i cii�l{i��{Its t{I(I��(IIs{11 ►Ili��l{►!�{� i{�li{1�1l►11��{ lnllnt lulinitt�lnhm nuhutlnr�ipn Iitllnn unhi�►mrhnt��11i�m mllun nnl+rni+tnhm m►Inu nlrhiuhuil�t►r mrinn mrhm►►nlrint�i►nlnt'nrnhm 1r,rl.ru n;rNni rrrtlm 111k, nehnr fill nihn i�ulen lrrrluir mrhru� I, t , o�.«.'°r.t^-- '�i'�~ Y � _ '. .;....._ -et ,. ,: a, - ., "'"7�tiilJii;� .�Illlt ' -- •--;. ..,......_. ., „ k EDGE NAIL '4 EDGE NAIL SMEAR WALL SHEATHING / NAILING SCWEC)ULE ��r_ - TO CONCRETE ROOF SHEATHING TJI BLOCKING / TOPPING 1i% CONCRETE ---, ._- 34 PLYWOOD `� c � L NAILING WAIL SHEATHING SILL ANC+aoR BOLTING CAPACITY T /� `-- 34 PLYWOOD � 5y' ',150L REF PLAN EDCaE INTERMEDIATE NAILING SUPPORTS / v !a ONE SIDE 8d • 6'' 04. 8d • 12" oc. I6d • 8" OZ. 11/4'•• • 48'' OZ. 260 PLF WALL � �_ l V CANE SIDE 8d Al 3" o.c. 8d • 12" OZ. Ibd • 4" OZ. 1,4"• • 24" oc. 4W FLF L C-1 BOTH SIDES 80 • 3" OZ. 8d • 12" OZ. I6d • 3" GG. D4"• • 16" OZ. 980 PLF TJ I � — —— — — BOND DEAM _.l P.T. 4x10 w/ 3/4''0 TJI, w,wEB ANCHOR BOLTS T �� - I6d NAILS 6"o.c. < < 2 a o �- TJI BLOCKING STIFFENERS A5 : N t a o 0 24" o.c. RUN TJI CONT. - REQ'D BY TJI OVER WALL OR MANUFACTURER OFFSET ENDS GL '--------2x4�- `__-Y_2x4 OR 2x& STUDS I6d NAILS 61,0.c. 16 o.c. (GL BM o SIM.) SHEATHING CMU WALL TJI TO WALL AT MEZZ . TJI OVER GL BEAM SHEAR WALL SHEATHING NAILING SCHEDULE _ - _ 9 FLOOR CONN . AT __ _ - 5 1 1 1'-0� ® \\ A.T.S. ROOF SHEATHING ��r- -- T (FLOOR SHEATHING iT rF i T- iT T 1 ---� 4 -m x 8' _ PANEL W/ FACE / TJI ABOVE #/ GONG. TOPPING - GRAIN PERPEND. 1'i2" CONCRETE - - - TO FRAMING TOPPIr:�; DETAIL FOR M_ZZ. 3/4" PLYWOOD 2 2x STUDS TYf-.` ( I I I I I I I I I I I 1 +� PANEL END EDGE NAILING EXIST. 6 UN.0. I I I I I I I - GONG. L1 SOLID BLOCKITILT-UP BLOCKING a: u,J I I I I I I I l i 0 PANEL EDGE WALL c-= - Ua BOUNDARY �------\\ I 1 - __ _ _ _- U NAILING - C TO MATCH I I I I I I I I I I I I i I-. •4 (3) I6dGL BEA!� t1,J NAILS L PANEL EDGE + + + _ ' I 1 t I ` NAIL;NG SEE I I I I I I I I I _i I I + < 2x STUDS TJI w/ WEB STIFF. ��_GL BEAM TJI w/ WEB ANV HANGER BY I I I+I I+I I+I I I LT MANUF. STIFF. AND HANGER JOQ 2x STUDS - 4x POST BY JOIST MANUF_ 0 O I I I i \� 3 Z 0 iD 1- - - - P.T. 4x10 w/ /4 ,q ANCHOR BOLTS _.I NOTE: Q HOI_DGt11N- REF. -- L �- � SILL CONN. +� 24" o.c. c� PL.�N t 16/86.1 FOR REF. SCHED. FOR TJI BOTI-J 51DES SIZE t SPACING PER PLAN. O BCLT SIZE t EMBED. FE;R SIMPSON cc EXIST. TILT- UP WALL GL BEAM CONN .-AT WALL �, TYP . TJI TO GLULAM BEAM _ x TYPICAL SHEAR WALL ELEVATION _ 1 TJI AT E_ 06 --- SHEATHING REF. PLAN FOR pIAPHR4M —GL BEAM BOUNDARY EDGE NAIL —� NAILING v - — APHRAM NAILING-------,, � TCRETE �\ PLYWOOD ROOF SHEATHING POST ROOF SHEATHING---� � , NG (REF. PLANT DOUBLE 3,f SIMPSON HOLDOU� TOP fE l (REF. PLAN FOR D TYPE) COMMON NAIL I \ c ILL P �'\ Re �� iaiona 1, " SHEATHING TJI 16d COMMON NAIL y (F) 6" CONG.-� 2 2x6 STUDS--` _ — � 2x4 STUDS o 16" o.c. 1 ITL-BJP WALL fe I/2x51/2x0 -II w/ +� 16 o.c. ~FLOOR SHEATHING - SIMPSON (2) 3/4" m EXPANSION %"' WALL ----'f , GGO COL. CAP ^ TS COL. OR PIP BOLTS (5" MIN 1/2" SHEATHING--____�___� MEZZANINE SHEATHING V' - EMBED). FLOOR THREArPED ROD �-GL SEAM DIAPHRAM NAILING- -� - NOTE- PROVIDE ECCO COL. GAP ' AT ONE-SIDED CONS!. INSTALL WASHERS , �—' TJI w/ WEB STIFF, t JHANGER BY JOIST MANUF. TYP. 4 SHEARWALL TJI PARALLEL TO SHEAR WALLY _ GL BEAM TO TS COLUMN x S COL. AT ( E ) CONC . WALL IIOLDO�VN AT GL BEAM GRID C� _115 C11 .. „ E C7� (2) 2>: STUDS '- i�; -_ SIMPSON EDGE NAIL' k pf f WALL SHEATHING Con"intg En rineel"s GLULAM BEAM +'� <EA. SIDE �.5 TYP. U.N.O. ' ' HOLDOWN OCCURS LOCATIONS)\ �' (SEE PLAN / xn5tw. wa«-+�ptvn 81 4 FOR TYPE) _L_� TJI I,2 ROOF —� �'°0D REF. PLAN. r�rn.6 -22Y-n oaras SHEATHING �- �-za�aM COUNTERS INK -- _ — 2x6 STUDS �--- I1/4" TIME3ERSTRAN 3 SIDES (HEAD HT+1/4) MAX. = TJI BLOCKING '"�'` LSL RIMBOARD 3�6 11WHEN NECESSARY 16 o,c. ' o IY�e •h�M •IOMt.OfYf• p41MMy OF MM 4 AT END OF WALL TS 5x5 w/ — �- AM � nOM Mran. O .O a i "m THREADED AnaaECrwe COVtAl1Y AMU AM Mor ro.t ONLY. _-- STUDS 0 24" O.C. —SEDGE NAILING "°11p010�"""""'•" E/fA9Rmy nWOW TIP a. __---- FACE OF CMU OR _ �P1111111111111"OF W111111111M --ro ANCHOR _t _ WICK JL.A � ------- 2x6 � EXIST. GONG. WALL O O _ �--" fE 1; x WIDTH TO -- ``�• 7 O O A' MATCH GLULAM A(CWOR �� WALL. SHEATHINCs �- 2x4 STUDS o,..,sr .+T_ SIMPSON --- 16" O.C. 95284 7L WIDTH + 11/2' TJI • -�. - `� BENTU w/ (4) H(�LDOWN A3m� A.B. GUNNEBO NIL I HVA 3, _ _ w �» _ C500 EPDXY _ F�AI�K�MAU -left m x qe (MIN.) m x 9c IMIN.) HAS Ax is P3TI _,_.._,2x& WALL _'f6 STUDS HD2A % 0x9 �e 0 .10 ie' 0x10 1 SHEATHING ---_ - 3,2 114, A30� BOLT_c _4_1 � 16 o.c. Pe.., ,,,,, F 2 x STUDS-----. 3� 3�."0X11" 34 '�xl !" 2x6 w/ 81,'IPSON - �� 0 TS COL-- V NDSA 4 mill ' _- P.T. 2x4 SJR �x6 w/ CONT. 1 � __'-'. --------- --- i,2��m EXP. ANCHOR ----- LUS26 HANGER -- = GL 3'�ix12 16 o.c. atww NO. 24" O.G. NOTE: INSTALL ALL HOLD DOWNS PER TI N M4NUFACTURER5 INS T r�UG O S TY P . STUD WAIT TO Sbal 1T�r N OR WALL SECTION AT STAIR LANDING _ TJI AT EXTERIOR STUD ' A.LL i N _ i 1 PICAL HOL�J(JWN TS COL�UM TYP . GLULAM H E A M (, O N __-- �r ------ 8 _ 4 _ x �__ --- (16) 1"=1'-0" 12000;W 661h Avenue MEC 96-02.15 RUP 96-0131 24038 PI.N 96 021F 3 1F THIS NOTICE.APPEARS CLEARER THAN THE OCT 8 1998 !NK-1 MENT,TNF.Ixx,UMFNT IS OF MARGINAL QUALITY. MICROFILMED 111��II��l�ll��l�� l t�l�t�llll!�l I l�t�l�lll�l�l I l�l�l�lll�lil 1 nf�t(lll�i�t i t�tl►it�t�tll � �+t�l�tll�tlt I t�t�l�i;i�l;t illiilt�til�t1 I�t�tll�tit) ' „uln1�tmhln unhndnuhnituliRlntn�ilml ur�hu�lnnlutt nhlfttt ntlllla tfnlfn+ tfthfn udtat Indiulnudli��I�nh Iql `' 11111th unite►ltlthm nnl!nl tuthnt nninn mthrn nuht+t tlnlnn nnluii unlmtpnilnsl rnlhm�1!tle��!f f / k. IPROFfsJrz GLULAM BEAM-- ,%-(E) GONG. PILASTER ROOF 5HIEATHING REF. PLAN FOR s4A� I p'A�5 EDGE NAILING 2x4 DOUBLE —�R 11/2xl2xl'-e" _- /6) TOP IE. —EDGE NAIL 31,"41 EXP. ANCHORS _ (8" EMBED) • 9" ==mE7CjSPACING 1y" SHEATHING -IE % BENT LJ w/ (2) 2x6 5TUD5 • 16"0.c. o EXPANSION 3.;^o A301 BOLTS. BOLTS (4" EMBED (3) e SIpE&�—�-� • 32"oc. 'Y► V 2x6 PRE55URE- - . . . . . TREATED BOTTOM E T5 (E) 6" CONCRETE CONT. WALL. e s R a GLULAM BEAM AT ( E ) PILASTER SHEAR WALL AT ( E ) CONIC . WALL E EDGE NAIL 2x 31-OCKIN63, ' -��2x6 STUDS TJI w/ WEB STIFF. � wl T�AN�ER BY cc DOUBLE TJI BLOCKING �O O1 O 2x1( LEDGER `` W6 w/ l2) 114"0 LAG ROOF SHEATHING Y G SCREWS EA. W f STUD Q EL 16d • 6" o.c. ' 8ii �TJI OR GL BEAM J G� 2x6 STUDS EDGE NA.'L O 'ry' WALL SHEATHING (JJ WALL SECTION AT ROOF SIMPSON LTT20 w/ 1/,"0 ANCHOR BOLTS • 48" o.c. EDGE NAIL 6° GI'1U SHEATHING WALL D BOND RF3vielona BEAM TJI w/ WEB STIFF. AND HANGER BY JOIST MANUR -P.T. 4x12 w/ 34"0 ANCHOR BOLTS • 24" oz. TYP . TJI AT CMU WALL ra SvhmmP.T. 4x8 PLATE EDGE NAIL w/ 3j4"• COUNTER SUNK ANCHOR ROOF SHEATHING BOLTS . 32" o.c I.iPlm I I AI ri IOf.Ai M IIO ml _NICE M711 95254 4, TJI w/ WEB STIFF. AND HANGER BY JOIST MANUF. -- NOTE •••, T. TJI BOTH SIDES OF WALL PER PLAN. 9" No. ° .STJI AT TOP OF CMU_ WALL 56 . 2 "I M'iG O�Iq IFTNIS NOTICE APPEARS CLEARER THAN TN!, OCT 81999 HOCUMF.Ni,THF.IIOCUMF.NTISOP MARGINAL QUALITY. 61I(.ItOFILr1 F.D IS D ox �UIIIIIIINI+I a I��,�a�l«I ggnl�gql i r�gl�ggql gl�ggqql gr�r�I�Ip�I gglll�lu�l in�glp�ln I gl�gl�gll In►lupn�n �n�lp�ln� lnnrynll�. Illdunmdl dnnnn nnmdmm nmdnnmhm mlxl .Idnnln�In f - ^n�w�.fa9,N1A•'r�RA'"'TtR^r°^nr'.r�f".In` .. ._. .. .. .. +n:�•qF,� — _ :. .. Tt. t . MIRA - - - _- __ -2- - -- 4 - NDARD MECHANICAL ABBREVIATIONS DUCT LEGEND � EQUIPMENT SCHEDULE PLUMBING PIPING 14736 AF AIRVOIL !D INSIDE(DIAMETER/DIMENSION) FLOW DIRECTION ITEM DESCRIPTION ELECTRICAL W WASTE (ABOVE GRADE OR FLOOR) AFF &JOVE FINISHED FLOOR IE INVERT ELEVATION (NONE SHOWN - — - .v... -. - - - W WASTE (BELOW GRODE OR FLOOR) !QIP A`PARATUS HOUSING PLENUM IN IICH(ES) IF 4-WAY) FlIL-1 ROOFTOP PACK A�GEQ aR C Di ING UNIT 61 MCA _ _ _ _ _ ► 290MBH TOTAL ' 217MBH SENSIBLE COOLING CAPACITY 460V/3 PH v VENT ' '� ALI ALTERNATIVE INSUL It SOLATION FACE SIZE (SIDEWAl1 FLOOR GRIUE) OOOCFM 0 1.2�IIN ESP CW COLD WATER AL ALUMINUM ISOL ISOIAT(OR)(ION) SIZE & NUMBER OF SLOTS (SLOT DIFFUSER) 80/67F EAT, 9�F AMBIENT, 10, S HEAT, — - — � Itvl� APD AIR PRESSURE DROP KW KILOWATT ITEM IYPE 250MBH INPUT / 203MBH OUTPUT NATURAL GA EA , ------- HW HOT WATER APPROX APPROXIMATELY KWH KILOWATT HOUR SPECIFICATION REFERENCE _ ECONOMIZER, POWER EXHAUST, 1250CFM MIN OSA. I ARCH ARCHITECT(URAL) L LENGTH � BASED OIN TRANE YCH 3.00 G --- NATURAL GAS LOW PRESSURE H 6" BELOW CEILING __ - - - - - PW PW PUMPED WASTE , AUTO AUTOMATIC LAT LEAVING AIR TEMP L 6" ABOVE Fl�10R UNIT WEIGH'.' RTT,i-2 ROOFTOP PACKAGED NR CONDITIQ ING UNIT 34 MCA _ -— ' A BDD BACKDRAFT DAMPER LB POUND RETURN/EXH.AUST SU, PPLY AIR QUANTITY 125MBH TO•fAL / 90MBH SENSIBLE COOLING CAPACITY 46OV/3 PH _ BI BACKWARD INCLINED LDB LEAVING DRY BULB SEE SPECS FOR S = FLOOR OORDIFFUSER 80/67F EAT 95F AMBIENT, 4,000CFM 0 1.00IN ESP, PLUMBING SYMBOLS �. BLDG BUILDING LF LINEAR FEET SEE SCHEDUIJ :OR SIZE 150MBH INPUT / 122MBH OUTPUT NATURAL GAS HEAT, _ BSMT BASEMENT LFT LEAVING FLUID TEMPERATURE ECONOMIZER, POWER EXHAUST, 1,000CFM MIN OSA 1 co CLEANOUT CEILING DIFF�IS�R$ BTU BRITISH THERMAL UNIT LVG LEAVING BASED ON: TRANE YCH 120 _ _ -41 wco WALL CLEANOUT BTUH BRITISH THERMAL UNITS PER HOUR LWB LEAVING WEI BULB do GRILLES SIDEWALL. SLOTS & FLOOR GRILLES �. CFH CUBIC FEET PER HOUR LWT LEAVING WATER TEMPERATURE - - --- - --- - --- - "----`-�^ -T-- - ROOF MOUNTED EXHAUST FAN '� HP - - - -Fa FCO FLOOR CLFA1,OUT CFM CUBIC FEET PER MINUTE MAX MAXIMUM BOX TYPE BOX D2E SPECIFICATION REFERENCE W�1 1425CFM 0 .751N ESP 120V/1PH _ -p CIG CLEANOUT TO GRADE ` CFS CUBIC FEET PER SECOND MSH THOUSAND BTU PER HOUR & NUMBER DQ-DUAL DUCT M-CONSTANT VOL REHEAT TEMPERATURE BASED ON: GREENHECK GB-130 I f _ --- _ __. __-__ _ _ __ . _ - _ _ - -® FD FLOOR DRAIN o CLC CEILING OR COOLING MECH MECHANICAL VV-i gyp(-VARIABLE VOLUME f&-FAN POWERED CONSTANT f,17 G s 17 TEMPERATURE F.I EC DUCT, HEAlE2 5 KN -- _- -p RD ROOF DRAIN CONC CONCRETE MFR MANUFACTURER VVR VAR. VOL. REHEAT �/-FAN POWERED VARIABLE WAl1 22"W x 8'H DUCT,, 5KW HEAT 460V/3PH _ CONN CONNECTION MIN MINIMUM MAXIMUM CFM 2-CONSTANT VOLUME -FAN POWERED DUI' t,.k:T HUMIDITY BASED ON: INDEE 0 CONT CONTiNUE(ED�(UATION) MISC MISCELLANEOUS I ,� CL CENTERLINE MTD MOUNTED TERMINAL UNITS 1ZOOM SENSORS FIRE PROTECTION SYMBOLS DDC DIRECT DIGITAL CONTROL NC NORMALLY CLOSED FSD FD SD PLUMBING EQUIPMENT SCHEDULE DEFL DEFLECTION NIC NOT IN CONTRACT -----F FIRE PROTECTION - uiN DOWN NO NORMALLY OPEN [A ® ® 0 ITEM DESCRIPTION ELECTRICAL ---SPR FIRE SPRINKIER DP DEW P DINT OAD OUTSIDE AIR DAMPER SUPPLY RETURN OR OUTSIDE -1 SUMP PUMP 'h HP DP— DRY PIPE SPRINKLER a DWD DOUBLE WIDTH DOUFLE INLET OC ON CENTER DISTANCE R COMBINATION FIRE SMOKE VOLUME AUTOMATIC 120V 1 PH a DWG DRAWING OSA OUTSIDE AIR AIR EXHAUST AIR Nt, FIRE/SMOKE 10GPM 0 24FEET HEAD / PA PRE-ACTION SYSTEM DUCT SECTI01� �I��lP_EB� _-__ _ BASED ON: PACO PIP 701A __ -. . .- ___ ____ -- 0 UPRIGHT SPRINKLER HEAD EA EXHAUST AIR PH PHASE _ - - LAD EXHAUST AIR DAMPER PP POLYPROPYLENE LOW PRESSURE DUCTWORK 01-1 OIL INTERCEPTOR 34 MCA -0 PENDANT SPRINKLER HEAD EAT ENTERING AIR TEMPERATURE FSI POUNDS PER SQUARE INCH 15GPM FLC VRATE 460 V/3 PH SIDIDNALL SPRINKLER HEAD EDB ENTERING DRY BULB PVC POLYVINYL CHLORIDE �p R=2D FOR FLEX �p R=11/2D FOR ROUND BASED ON: SMITH 8515 - - - - - - _-__ _- -_- _ __. - _ - - FLOW SWITCH EFF EFFICIENCY PVS PVC COATED STEEL - - -- GPRV-1 GAS PRESSURE REDO IN_Q VA�l1 EFT ENTERING FLUID TEMPERATURE R (RAO) RADIUS MIVV1� C12� (RTU-1) 250 CPN, 2 PSI IN, 0.40 PSI OUT - S SUPERVISED SHUT-OFF VALVE ELEC ELECTRIC(k) ISA RETURN AIR �x x• x- BASED ON: EQUIMETER DpV , t ELEV ELEVATION RAD RETURN AIR DAMPER ---------__ --- _ - __ _ DRY PIPE VALVE ASSEMB.-Y ENGR ENGINEER REV REVISION SECTIQ Pl l SECTION am C -1 GAS PRESSURL REDUCING VALVE - 8 EQ EQUAL RH RELATIVE HUMIDITY FLEX UCT ROUND DUCT (RTU-2) 150 CFH, 2 PSI IN, 0.40 PSI OUT EQUIP EQUIPMENT RPM REVOLUTIONS PER MINUTE BASED ON: EQUIMETER N ESP EXTERNAL STATIC PRESSURE SA SUPPLY AIR RETURN OR EXH. GRILLE CONNECTI N__ __ i, SYMBOLS CWB ENTERING WET BULB SCFM STANDARD CUBIC FEET PER MINUTE t-p R=20 FOR FLEX p R=1 M FOR ROUND CONTROL DAMPER SCHEDULE OE EXISTING TO REMAIN LWT ENTERING WATER TEMPERATURE SD SMOKE DAMPER EX EXTRACTOR SECT SECTION - �""""� ___ COOLING © CONN"CT TO EXISTING C) J EXH EXHAUST SENS SENSIBLE woo x REMARKS EXIST EXISTING SIM SIMILAR � � TERMINAL UNIT NO MAX MIN _ � NOTE EXP EXPANSION SP STAi�IC PRESSURE VV-1-1 2000 670 SECTION PLAN - --_- - _-- -- _. _ _- _-_ -� F DEGREES FAHRENHEIT SPEC, SPECIFICATION � - - TIQN p.1.Ad VV-1-2 2000 670 20 FC FORWARD CURVED SQ SQUARE VV-1-3 - -- - -- 2000 670 - -- - - --- FIG FIGURE SF SQUARE FOOT(FEET) FLEX DUCT ROUND DUCT w_1-4 - -- - - -- - _1360 410 -- __ PLUMBING FIXTURE SCHEDULE Na FILT FILTER SQ IN SQUARE INCH(Es) SUPPLY DIFFUSER CONNECTION -� VV-1-5 725 320 FLEX FLEXIBLE SS STAINLESS STEEL _ - - --- _ - - ---- - - -- ------ .._ V_ - - - - - - - ROUGH-IN SIZE-INCHES FPD FLUID PRESSURE DROP STL STEEL VV-1-6 _ - `765- 230__- - _ SYMBOL DESCRIPTION REMARKS FPM FEET PER MINUTE STRUCT STRUCTUR(E)(AL) LINED PLENUM VV-1-7 _- -------- -- 815_- - 4� -_-__--- ---- --- CW RW W V ^ FPS FEET PFR SECOND SWP SINGLE WALL PLENUM SPIN-IN - VV-2-1 700 210 Ilya-1-1 WATER CLOSET 1/2 - 4 2 FLOOR MOUNTED, TANK TYPE !J FT FEET/FOOT SWSI SINGLE WIDTH SINGLE INLET FITTING --_-- - - --- __ _--_-_-_ _ --- _--- --_ _ - _. - - --- --- ---- � `Y FLEX DUCT�#7L VV-2-2 1165 350 WCC WATER CLOSET A 4 2 FLOOR MOUNTED, TANK TYPE, ADA FU FIXTURE UNIT TEMP TEMPERATURE - -- -- "" -- FV2 11/4 WALL HUNG T FACERE TSP TOTAL VELOCITY TYP TYPICAL SECTIO PRESSURE vv SECTION PIAN �E�D.4N � VV-2-4 - - -- - - -_ -- 9_30` 220-�60 290 - =` � -- -URINAL 1A 1/2 -'�� _ 2 11h WALL HUNG, FLUSH VALVE, ADA GA GAGE GAUGE V VOLTS RECTANGULAR DUCT SQUARE NECK -- - - �- - — - - -- '11h - - I / VV-2-5 425 130 S-1 SINK ��z �/� 2 COUNTERTOP I CAL y GALLON VD VOLUME DAMPER O CAL GALVANIZED VEL VELOCITY RETURN OR EXHAUST GRILLE SUPPLY DIFFUSER SIDE FLEX CONN 110 vv�2_s - 1150 345_— _ Ms-t MOP SINK �/� �� 3 1�� FLOOR, CORNER = GLY GLYCOL VERT VERTICAL _ __ BD-1 2500 0 1600 BY-PASS DAMPER ca GPH GALLONS PER HOUR VTR VENT THROUGH ROOF _ BD-2 _ _ 2500 _ 0__ 16.0 BY_-PASS DAMPER GPM GALLONS PER MINUTE W WIDTH ,.�• EX BD-3 -- 2000 0 14"0 BY-PASS DAMPER H HEIGHT WG WATER GAUGE HP HORIZONTAL WP" WATER PRESSURE DROP SECTION �N SECTION ELM CEILING SUPPLY DIFFUSERS (C- 1 ) HF HORSEPOWER W/ WITH � HTG HEATING W/O WITHOUT - SUPPLY DIFFUSER HARD CONNECTION SIDE WALL SUPPLY GRILLE CONNECTI N ROUND NECK SIZE NOWNAL MEDIUM PRESSURE DUCTWORK CFM RANGE (BASED ON: TI-;.US PCS) FACE SIZE oil > _ -0-115 - - 60 24x24 116-210 8b 24x24 _ _211-3_25 - - _10"0_ 2+x14 j CONICAL TEE 10._W LOSS LATERAL TEE �(►NI 1j RSA � 326-390 ---- ---- - 12"0-- ------- ------- ------- 24x24 --- - - - _ _- -- -BRANCH FITTING FITTINGS 391-535 - -- -- 140 24x24 R=11/2D RD2D L=D1 -� CEILING SUPPLY DIFFUSERS (C- 2) R e v i • t A In • r R —i CFM RANGE ROUND NECK SIZE D� V (BASED ON: TITUS PCS) ELBOW _ RANGIi 6EL gEQ�I 0-115_ : 116-210 - 8X0 I; DUCT DETAILS LOVA VELOCITY 211-325 10"0 — 326-390 12`0 2X6 391-535 14'0 W � 12X6 NOTE: C-3 FACE SIZE EQUALS NECK SIZE PLUS 7-INCHES. t .. R=1 1hW TURNING VANES IN ALL � ELLS AND 1T:fS �� SKIOWN � CLEAR FL XT AIR PASSAGE RETURN AIR GRILLES & REGISTERS (C-3) RADIUS ELBOW MITER ELBOWS & TEES CONNEC ION ACOUSTICAL LINERNECK SIZE NOMINAL CFM RANGE (BASED ON: TITUS PAR) FACE BIZ -R=I'Aw N 0-195 6"0 24x24 196-280 8"0 24x24 ■ 281-380 10"0 24x2.4 R. 381-580 140 24x24 EfSS THAN 15 15' TO r GREATER TW X DUCT OFFSETS I RETURN AIR GRILLES & REGISTERS(C-4) NECK SIZE NOMINAL FACE fr CFM RANGE (BASED ON: THUS PAR) SIZE _ 0-195 60 12x12 a Tool ■iorms .ranit.awr. 06"anr RECTANGULAR TO ROUND 196-280 80 16x16 1HESE DAMNA AAE THE PROPERTY OF 51ENNA TRANSITIONS - - - ------ ------ -- ---- --- ZS I-JW 1�0 2OX2O ARCMTEC tUI�l COMPANY ANO ARE NOT TO OF _ _ -.--___. REPAMOX0 Al MV MANNER,EXCEPT 0"N THE PROM 381-580- 14"0 -- 24x24 *RIITIN PERMISSION:1a 5KMNA AACMTF.CTINE CO AM 4 45 -- +" MINOR RETURN AIR GRILLES & REGISTERS(C--5 ) CAD IW4 11 MAX ---1 1/4w OR NECK SIZE NOMINAL FACE CFM RANGE (BASED ON- TITUS PAR) SIZE 9 Job No '� Job No Det. 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CPWANY AND AW NOT TO OF RFPRODUrAD NI ANI MAWR,FACFPT'NITM THE PRIOR ' wPI"FA PFAIP9l %Of wAAA AACI".ECTURF COWAnr am MEF Drew By Ch.obd _ 96062 7.1.96 Jab No Dots E� 4 MEZZANINE FLOOR_ PLAN -- HVAC MEZZANINE FLOOR FL#X SCkI f: IAN She TI Street No. M3u2 121100 809 4.11. Irdnd O"ga: F'orU.od, Or"�on 87204-24p" SW 8611 Avenue MEC 98-0245 f3UP gfi-0431 30 of 38 PAL ConnulUng Engin ore Inc. 60M1/EEe-e021 PLM 9fi-0218 '6 F c;�U.` •rE�; i[0')06r 191;n6f 791 06CV 2 ' 4 IF THIS NOTICE APPEARS CLEARER THAN THE QL'T g 1998 IN)CUMF,NT,THE DOCUMENT IS OF M ARGINAL QU%LITY. MICROFILMED IlIII�IIIIII IIIIIII�II�II 111111+��i1 �11111111111 �I;IIllillill + r�t�r(+��n�+ ilrl�ln��L�I 1�1111��11�1� I �IIII�I�I�II/ 11�1i1+�+1+i+i II+II�II�I�I 1111111111111 111011 M�fN QIIIM ' ' luiillhin I I I I i!!II!nlllndlllf m!hn!mllnn!!Ilnu nnlnn nnhm mllnl!Inuli�n nuhm!!nhm unlnninnl�utinnlH!l unhnt ur!I►In nt!In!I nllh+u n!;NnYml!ni p!!ti!1!n11r1!1 littl!It !nrltm nHlnn!minn nn111 ! f _ I .- ' ]7A UNA f w � e ELECTRICAL 1 ABBREVIATIONS LIGHTING POWER SIGNAL EQUIPMENT A AFF ABOVE FINISHED FLOOR KVA KILOVOLT AMP 0 CEILING LUMINAIRE: SURFACE, RECESSED (b WALL RECEPTACLE: SINGLE, DUPLEX. MOUNT 18" AFF. © ® SPRINKLER SYSTEM SWITCH: FLOW, TAMPER, PRESSURE ELECTRICAL EQUIPMLNT A AMPERE (AMP) ►�Viu KILOVOLT AMPS REACTIVE FO Fa WALL LUMINAIRE: SURFACE, RECESSED 6 It- WALL RECEPTACLE: EMERGENCY, 4-PLEX. MOUNT 18" AFF. MANUAL FIRE ALARM STATION. MOUNT 42" AFF. rGr PANELBOARD: SURFACE, RECESSED @ At. ALUMINUM LA LIGHTNING ARRESTOR fl" ®"' WALL WASHER: SURFACE, RECESSEG � CEILING RECEP?ACLF• DUPLEX d Q � DETECTOR: IONIZATION, HEAT, PHOTOELECTRIC o c5 CABINET: SURFACE, RECESSED-06-s INCANDESCENT STRIP LIGHTS �- TRANSFORMER N ARCH ARCHITECT / ARCHIYECTUnAL LTG LIGHTING @r» DENOTES RECEPTACLE ABOVE COUNTER ( _= DUCT DETECTOR TYPE AS NOTED • ■ GROUND ROU, IN TEST WELL TRACK WITH HEADS LOCATED = n ATS AUTOMATIC TRANSFER SWITC!I LV LOW VOLTAGE ® 11) SPECIAL PURPOSE OUTLET AS NOTED, EMERGENCY. MOUGROUND PAD NT 180 AFF. -C} FIRE ALARM: VISUAL. MOUNT 80" AFF. u S S �R CB CIRCUIT BREAKER MAN MASTER ANTENNA TELEVISION ® � FLUORESCENT LUMINAIRE: SURFACE, RECESSED ; o CT?7 FLUORESCENT LUMINAIRE: WALL. MOUNTED �© CLOCK HANGER RECEPTACLE " �-� 1 EQUIPMENT WITH DERIVED GROUND a C CONDUIT MCA MINIMUM CIRCUIT AMPS S - FIRE ALARM: CHIME; CHIME W/VISUAL. MOUNT 80 AFF. p ca VOLTMETER, AMMETER CCN CLOSED CIRCUIT TELEVISION MCB MAIN CIRCUIT BREAKER �"� FLUORESGENf LUMINAIRE: BARE LAMP � � � FLUSH IN-FLOOR OUTLET: DUPLEX COMBINATION SIGNAL � O•-O POLE LIGHT: LUMINAIRES AS SHOWN 4 F FIREMANS PHONE JACK. MOUNT 42" AFF. ® ! SELECTOR SWITCH: VOLTMETER, AMMETER CKT CIRCUIT MCC MOTOR CONTROL CENTER =004 PEDESTAL OUTLET: POWER, SIGNAL, COMBINATION cw+ ED METER: KILOWATT HOUR, POWER FACTOR CLG CEILING MDP MAIN DISTRIBUTION PANEL ti DIRECT BURIAL. LUMINAIRE I® (D SPEAKER: WALL, CEILING CT CURRENT TRANSFORMER MECH MECHANICAL ® _, 0�-� DESIGNATES LIGHT ON EMERGENCY CIRCUIT 0- SURFACE OUTLET STRIP: DIMENSION AS SHOWN POTENTIAL TRANSFORMER °� 0C MAGNETIC DOOR HOLDER, CLOSER IELEPOWER POLE, POWER, COMBINATION � CU COPPER MH METAL HALIDE m 4 EXIT LIGHT: CEILING, WALL (ARROWS AS SHOWN) N � of r ELECTRIC DOOR LOCK, CONTACT � CURRENT TRANSFORMER BOLLARD OO JUNCTION BOX 01\1 ' HEAT TRACE CONNECTION DN DOWN MLO MAIN LUGS ONL! H0 OQ FIRE ALARM SPEAKER: WALL, CEILING ',: EMERG EMERGENCY MV MERCURY '.POR 4:46 EMERGENCY BATTERY LIGHT: HEADS AS SHOWN P EP DISCONNECT SWITCH: FUSED, N94-FUSED " r EMT ELECTRIC METALLIC TUBING MTS MANUAL TRANSFER SWITCH $ $z WALL SWITCH: 1 POLI. 2 POLE. MOUNT 48" AFF. ;a® Oj MOTOR STARTER: MANUAL, MAGNETIC, COMBINATION 4 d WALL OUTLET: TELEPHONE, DATA. MOUNT 18 AFI". $3 $4 WALL SWITCH: 3 WAY, 4 WAYMOUNT 48" AFF. .4 WALL OUTLET: C048INATION TELEPHONE/DATA. MOUNT 18' AFF. EP EXPLOSION PROOF NIC NOT IN CONTRACT 4 MOTOR CONNECTION. EPO EMERGENCY POWER OFF PA PUBLIC ADDRESS $A $P WALT- SWITCH: AUTOMATIC, PILOT. MOUNT 48" AFF. Q a Q 1 q A WALL OUTLET: MICROPHONE, INTERCOM, AUDIO JACK. MOUNT 18" AFF. o $o MANUAL DIMMER. MOJNT 48" AFF. © ® CO CONTACTOR, RELAY, SOLENOID EWC ELECTRIC WATCR COOLER PE PHOTO ELECTRIC CELL O WALL OUTLET: VOLUME CONTROL. MOUNT 42" AFF. FA FIRE ALARM PF POWER FACTOR $T WALL SWITCH: TIMER. MOUNT 48" AFF, ® TIMECLOCK r_--m CCTV CAMERA FIA FULL LOAD AMPS PNL PANELBOARD PHOTOELECTRIC CELL [] ® PUSH BUTTON STATION FLUOR FLUORESCENT PVC POLYVINYLCHLORIDE CONDUIT ® $M MOTION SENSOR: CEILING, WALL --+}} WIRING CONCEALED ,N CEILING OR WALL K9 (9 SYSTEM CLOCK: WALL, CEILING A DESIGNATES LUMINAIRE TYPE (SEE LUMINAIRE SCHEDULE) MASTER ANTENNA TV OUTLET B FCIC FURNISHED BY CONTRACTOR PWR POWER WRING CONCEALED IN FLOOR OR UNDERGROUND NL DESIGNATES NICHT LIGHT CIRCUIT __�_ ® THERMOSTAT INSTALLED BY CONTRACTOR SDP SUB-DISTRIBiJT!OM PANEL INDICATES INSULATED GREEN GROUND WIRE MANUAL ' FDIC FURNISHED BY OWNER STIR STARTER `E EXISTING TO REM�JN - --4 E!I! HOME HOME RUN DESTINATION SHOWN � MERGENCY SECURITY STATION INSTALLED BY CONTRACTOR SV SOLENOID VALVE QQ CARD KEY READER STATION F010 FURNISHED BY OWNER Sw SWITCH Q NEW CONDUIT ELL: UP, DN. EQUIPMENT DESIGNATOR SEE SCHEDULE. 0 SECURITY ELECTRONIC SENSOR INSTALLED BY OWNER TD TIME DELAY ® EXISTING TO BE RELOCATED a: w GFP GROUND FAULT PROTECTION TP TAMPERPROOF O EXISTING TO BE REMOVED GFI GROUND FAUL' INTERRUPTER TTB TELEPHONE TERMINAL BOARD 28 1 GFCI GROUND FAULT CIRCUIT INTERRUPTER TIC TELEPHONE TERMINAL CABINET 01 ELECTRICAL EQUIPMENT NOTE LABEL DESIGNATOR GRC GALVANIZED RIGID CONDUIT TV TELR1SION y GRD GROUND TYP TYPICAL cc W HP HORSEPOWER UG UNDERGROUND HPS HIGH PRESSURE SODIUM LION UNLESS OTHERWISE NOTED Y NOTES HV HIGH VOLTAGE UPS UNINTERRUP.ABLE POWER SUPPLY HZ HERTZ V VOLTAGE Z IG HERTZ GROUND VA VOLT AMPERES THIS IS A STANDARD LEGEND SHEET, THEREFORE, SOME SYMBOLS MAY INC INCANDESCENT VP VAPOR PROOF APPEAR ON THIS SHEET THAT DO NOT APPEAR ON THE DRAWINGS. JB JUNCTION BOX W WATTS KW KILOWATT WP WEATHER PROOF �9 KWH KILOWATT HOUR XFMR TRANSFORMER KV KILOVOLT XFSW TRANSFER SWITCH Cal LUMINAIRE SCHEDULE Al FLUORESCENT RECESSED, PARABOLIC C1 FLUORESCENT FLUSH COVE H2 BUSWAY MOUNTED SPOTLIGHT N1 FLUORESCENT SURFACE SE6 FLUORESCENT FLUSH STEP, WALL 1. SIZE: 24 IN. BY 48 IN. 1. SIZE: CONT114000S 8 IN.- 9 IN. COVE. 1. SIZE: 5.E25 IN. DIA. BY 9.125 IN. LENGTH. 1. SIZE: 12.5 IN. BY 7.25 IN. 1. SIZE: 13 IN. BY 5.5 IN. BY 5.5 IN. DEEP. 2. LAMP: FLUORESCENT, THREE F32 T8 RS. 2. LAMP: FLUORESCENT, F32 T8 RS. 2. LAMP: INCANDESCENT, 10OW PAR38/HIR/10 DEGREE BEAM. 2. LAMP. FLUORESCENT, ONE 13W TT. 2. LAMP: FLUORESCENT, TWO 13W TT. 3 BALLAST: 277 VAC, ELECTRONIC. 3. BALLAST: 277 VAC, ELECTRONIC. 3. VOLTAGE: 120 VAC. 3. BALLAST: 12G0C, HPF. 3. BALLAST: 120VAC, HPF, CWA i 4. MOUNTING: RECESSED GRID. 4. LOUVER: PARABOLIC BLADE LOUVER, SEMI-SPECULAR CLEAR FINISH. 4. MOUNTING: BUSWAY MOUNTED WITH SELF-LOCKINC YOKE. 4. MOUNTING: SURFACE WALL, 4. MOUNTING: RECESSED. 5. LOUVER: SEMI-SPECULAR PARAB(,LIC, 18 CELL, 3 IN. DEEP. 5. HOUSING: COLD ROLLED STEEL FIXTUPE HOUSING, SNAP-IN FLUORESCENT 5. ACCESSORIES: INTERNAL FILTER ACCESSORY RETAINING CLIPS, BLACK LOUVER. 5. LENS: GLASS JAR WITH GUARD. 5. LENS: CLEAR SAFETY GLASS BEHIND DIE-CAST ALUMINUM LOUVERS. 6. MANUFACTURER: LITHONIA PARAM.4 2PM3 SERIES, METALUX, WILLIAMS, FIXTURES 'WITH ADJUSTABLE/OVERLAP LAMP. 6. FINISH: WHITE. 6. HOUSING: GRAY, GLASS REINFORCED THERMOPLASTIC. 6. FINISH: DARK BRON7E. COLUMBIA OR APPROVED. 6. SPECIAL: PARABOLIC BLADE LOUVER TO BE FULLY SUPPORTED FOR ENTIRE 7. SPECIAL: INTEGRAL FUSEHOL_DER IN BUSWAY MOUNT. 7. MANUFACTURER: CANLET GFW SERIES OR APPROVED. 7 MANUFACTURER: MCPHILBEN 942 SERIES, BEGA OR APPROVED, LENGTH OF BOTH SIDES OF LOUVER. 8. MANUFACTURER: LITELAB L-140 SERIES CR APPROVED. Al E SAME AS TYPE_ Al, EXCEPT WITH CENTER LAMP EMERGENCY BALLAST, 7. MANUFACTURERS: LITHONIA RP SERIES, COLU%IBIA, LINEAR OR APPROVED. SU HID FLUSH GROUND SE7 HID SURFACE WALL I TYPE NOT USED. 1. SIZE: 12 IN. DIA. BY 18 IN. LEEP . 1. SIZE: 18 IN. BY 17 IN, NOMINAL. 41E2 SAME AS TYPE Al E, EXCEPT WITH 120VAC BALLASTS. D1 FLUORESCENT SURFACE 2. LAMP: METAL HALIDE, ONE 100 WATT PAR38 VWFL. 2. LAMP: METAL HALIDE, ONE 250 WATT BT-28 MEDIUM BASE. 1. FIZE: 9 IN. BY 48 IN. NOMINAL. J1 FLUORESCENT ASYMMETRIC WALL WASHER 3. VOLTAGE: 277 VAC, HPF, CWA. 3. BALLAST: 120VAC, HPF, CWA. R O it ! O f1 s A2 FLUORESCENT RECESSED, PARABOLIC 2. LAMP: FLUORESCENT, TWO F32 T8 RS. 1. SIZE: 3 IN. HIGH BY 4.25 IN. BY 51.25 IN. 4. MOUNTING: FLUSH GROUND LIGHT. 4. MOUNTING: SURFACE WALL. 1. SIZE: 24 IN. BY 24 IN. 3. BALLAST: 277 VAC, ELECTRONIC. 2, LAMP: FLUORESCENT, ONE F32 T8 RS. 5. LENS: FLAT, TEMPERED GLASS. 5. LENS: CLEAR TEMPERED GLASS. 2. LAMP: FLUORESCENT, TWO F408X RS. 4. MOUNTING: SURFACE CEILING. 3. BALLAST: 277VAC, REMOTE ELECTRONIC. 6. FINISH: CAST BRONZE. 6. REFLECTOR: SPECULAR ALZAK, SEGMENTED, TYPE II DISTRIBUTION 3. BALLAST: 277 VAC, ELECTRONIC. 5. LENS: Pi\!SMATIC ACRYLIC DIFFUSER. 4. MOUNTING: 18 IN. CANTILEVER ARM. 7. MANUFACTURER: HYDREL 9100 SERIES OR APPROVED. 7. FINISH: DARK BRONZE. 4, MOUNTING: RECESSED GRID. 6. FINISH: WHITE. 5. REFLECTOR: EXTRUDED SPECULAR ALUMINUM. 8. MANUFACTURER: KIM WD18 SERIES OR APPROVED. 5. LOUVER: SEMI-SPECULAR PARABOLIC, 9 CELL, 3 IN. DEEP. 7. MANUFACTURER: PRUDENTIAL P-1600 SERIES, COLUMBIA OR APPROVED. 6. FINISH: SMOOTH, WHITE BAKED SEEM-GLOSS ENAMEL. SE2 HID FLUSH GROUND WALT. WASHER 6. MANUFACTURER: LITHONIA PARAMAX 2PM3 SERIES, METALUX, WILLIAMS, 7. MANUFACTURER: ELLIPTIPAR F102 SERIES OR APPROVED. 1. SIZE: 12 IN. DIA. BY 18 IN. DEEP. X1 UNIVERSAL SING FACE, EMERGENCY EXIT COLUMBIA OR APPROVED. E1 FLUORESCENT SURFACE STRIP 2. LAMP: METAL HALIDE, ONE 70 WATT E-17 MEDIUM BASE. 1. SIZE: 8 IN. BY 12 IN. BY 2 IN. NOMINAL. 1. SIZE: 48 IN. STRIP. K1 UNDERCABINET FLUORESCENT 3. VOLLIGE: 120 VAC, HPF, CWA. 2. LAMP: GREEN LED. A3 SAME AS TYPE Al, EXCEPT TWO LAMP, 2. LAMP: FLUORESCENT, TWO F32 T9 RS. 1. SIZE: 48 IN. LENGTH BY 1-1/2 IN. DEPTH. 4. MOUNTNIG: FLUSH GROUND LIGHT. 3. BALLAST: 277VAC, HPF. 3. BALLAST: 277 VAC, ELECTRONIC, 2. LAMP: FLUORESCENT, ONE F3.2 T8 RS. 5. LENS: SPREAD, FLAT, TEMPERED GLASS. 4. HOUSING: DIE CAST ALUMINUM. A4 FLUORESCENT SURFACE PARABOLIC 4. MOUNTING: SURFACE. 3. BALLAST: 120VAC, ELECTRONIC 6. FINISH: CAST BRONZE. 5. MOUNTING: UNIVERSAL (SEE DRAWINGS FOR APPLICATION). 1. SIZE: 24 IN. BY 48 IN. BY 6 IN. 5. MANUFACTURER: LITHONIA C SERIES, METALUX, COLUMBIA OR APPROVED. 4. MOUNTING: SURFACE, UNDERCABINET. 7. REFLECTOR: WALL WASH 10:1 UNIFORMITY RATF,, 6. LENS: DIFFUSE, GREEN, 3/4 IN. STROKE LETTERS. 2.. LAMP: FLUORESCENT, THREE F32 T8 RS. 5. LENS: PRISMATIC ACRYLIC, OPAQUE FRONT. F. ACCESSORIES: WALL WASH LOUVER. 7. FINISH: BLACK WITH BRUSHED ALUMINUM FACE. 3. BALLAST: 277 VAC, ELECTRONIC. F1 FLUORESCENT FIECESSED 6. ACCESCORIES: INTEGRAL ROCKER SWITCH. 9. MANUFACTURER: HYDREL 9100 SERIES OR APPROVED. 8. ACCESSORIES: DIRECTIONAL ARROWS, BATTERY EMERGENCY MODE. 4. MOUNTING: SURFACE. SIZE: 24 IN. 8Y 48 IN. 7, MANUFACTURER: ALKCO 'SUPER INCH' SERIES OR APPROVED. 9. MANUFACTURER: LITHONIA SIGNATURE SERIES, SURELIGHTS OR APPROVED. 5, LOUVER- SEMI-SPECULAR PARABOLIC, 18 CELL, 3 IN. DEEP. 2. LF,MP: FLUORESCENT, 'HREE F32 T8 RS. SE3 VID RECESSED DOWNLI&!T 6. MANUFACTURER: LITHO`iA PARAMAX 2PM3X SERIES, METALUX, WILLIAMS. 3. BALLAST: 277 VAC, ELECTRONIC. 1. SIZE: 7 IN. NOMINAL APERTURE. X2 SAME AS TYPE X1, EXCEPT DOUBLE FACE. COLUMBIA OR APPROVED 4. MOUNTING: RECESSED, GRID. L1 FLUORESCENT DIRECT/INDIRECT PENDANT 2. LAMP: METAL HALIDE, ONE 100 WATT PAR38 FL. ' 5. LENS/DOOR: MITERED, FLUSH ALUMINUM SPRING LATCH. 1. SIZE: 3.25 IN. BY 11 IN BY 48 IN. 3. BALLAST: 277 VAC, HPF, CWA. I A5 SAME AS TYPE A2, EXCEPT THREE LAMP. 6. LENS: PRISMATIC ACRYLIC. 2. LAMP, /IMP. FLUORESCENT, THREF F32 T8 RS. 4. MOUNTING: RECESSED. 7. MANUFACTURER: LITHONIA 2SP SERIES, METkUX 2GSXF, COLUMBIA OR 3. 9ALIAST: 277VAC, ELECTRON!C. 5. REFLECTOR CLEAR ALZAK CONE. A5E SAME AS TYPE A5, EXCEPT WITH CENTER LAMP EMERGENCY BALLAST. APPROVED. 4. MOUNTING: PENDANT 24 IN. WHITE STEM. 6, MANUFACTURER: LITHONIA GOTHAM RH SERIES, EDISON PRICE, KURT VERSEN, 5, LENS: PERFORATED METAL REFLECTOR POIEL. KRAMER, INDY, OR APPROVED. B1 FLUORESCENT RECESSED DOWNLIGHT F2 SAME AS TYPE F1, EXCEPT 120VAC BALLAST. 6. FINISH: MEDIUM GLOSS BAKE WHITE ENAMEL. 1, SIZE: 6 IN. NOMINAL APERTURE. 7. MANUFACTURER: LITE CONTROL P15500 SERIES, NEORAY OR APPROVED. SE4 HID RECESSED ADJUSTABLE DOWNLIGHT 2. LAMP: FLUORESCENT, ONE VERTICAL 32W TRIPLE TUBE. G1 FLUORESCENT SURFACE WALL 1. SIZE: 7 IN. NOMINAL APERTURE. 3. BALLAST: 277 VAC, HPF. 1. SIZE, 3 IN. BY 7-5/8 IN. BY 48 IN.. L2 FLUORESCENT DIRECT/INDIRECT WALL 2. LAMP: METAL HALIDE, ONE 100 WATT PAR38 FL. 4. MOUNTING: RECESSED. 2. LAMP: FLUORESCENT, TWO F32 T8 FSS. 1. SIZE: 3.25 IN, BY 11 IN. BY 48 IN. 3. BALLAST: 277VAC, HPF, CWA _ 5 REFLECTOR- CLEAR ALZAK CONE, 1.4 - 1.6 S/MH RATIO. 3. BALLAST: 277VAC, ELECTRONIC, 2. LAMP: FLUORESCENT, TWO F32 T8 RS, 4. MOUNTING: RECESSED. 6. "MANUFACTURER LITHONIA GOTHAM AFV SERIES, EDISON PRICE, KURT VERSEN, 4. MOUNTING: SURFACE, WALL. 3. BALLAST: 277VAC, ELECTRONIC. 5. REFLECTOR: CLEAR ALZAK CONE. a lova el INOS e�eHE PROP . c«npe�r STAFF, KRAMER, INDY, HALO, OR APPROVED. 5. LENS: CLEAR PRISMATIC ACRYLIC. 4. MOUNTING: WALL MOUNT. 6. ACCESSORIES: ADJUSTABLE LAMP SOCKET. TNESF DRAW F ANP RY ANDPENrr O, T_SNA ARCYIITFCTUNF COYPAKY AND ARF NO' i0 BE 6. FINISH: WHITE. 5. LENS: PERFORATED 'VETAL REFLECTOR PANEL. 7. MANUFACTURER: LITHONIA GOTHAM DH SERIES, KURT VERSEN, EDISON PRICE; REPROMUD W MY NANIM EXCEPT WITN Th wnDR B 1 F SAME AS TYPE B1, EXCEPT WITH L._MERGENCY BALLAST. 7. ACCESSORIES: UP AND DOWN LIGHT 6, FINISH: MEDIUM GLOSS BAKE WHITE ENAMEL. KRAMER, INDY, OR APPROVED. NWnTEII PEAWSSIOl Of MEW ARCMtECTUM C010MI 8. MANUFACTURER: BENJAMIN AZTEC SERIES, Pk�IDENTIAI , OR APPROVED. 7. MANUFACTURER: LITE CONTROL P15500 SERIES, NEORAY OR APPROVED. `;E5 HID OUTDOOR FLOODB2 FLUORESCENT RECESSED DOWNUGHT 1. SIZE: 7 IN. NOMINAL APERTURE, G1E SAME AS TYPE G1, EXCEPT WITH EMERGENCY BALLAST, M1 HID INDOOR FLOOD 1, SIZE. 9 IN. DIA BY 14 IN. _ DRQ AOR 2. LAMP: FLUORESCENT, TWO HORIZONTAL 26 WATT DP. 1. SIZE: 6.5 IN. DIA. BY 10.5 IN. 2. LAMP: METAL HALIDE, ONE 70 WATT E-17 MEDIUM BASE. D"•" Y c "``"d , 3. BALLAST: 277 VAC, HPF H1 RECESSED LIGHTING BUSWAY SYSTEM 2. LAMP: METAL HALIDE, ONE 70 WATT HQI DOUBL F-ENDED LAMP. 3. BALLAST: 120VAC, HPF, CWA. 9W62 71W 4. MOUNTING: RECESSED. 1. SIZE: ONE CIRCUIT LENGTH AS INDICATED. 3. BALLAST: 277 VAC, HPF, CWA. 4, MOUNTING: GROUND YOKE MOUNT, HEAVY DUTY SWIVEL. Job No D.t" 5. REFLECTOR: CLEAR ALZAK CONE, 1.4 - 1.6 S/MH RATIO. 2. MOUNTING- RECESSED MOUNT. 4. MOUNTING: SURFACE, WALL. 5. LENS: CLEAR TEMPERED GLASS. LECIENM E 6. ACCESSORIES: FIROSTED GLASS DECORATIVE GLASS TRIM. 3. FINISH: WHITE. 5. LENS: CLEAR TEMPERED GLASS. 6. REFLECTOR: ALZAK AFL2 HORIZONTAL FLOOD. � �- 7, Mk11jFACTURFR: STAFF WITH 77200 TRIM, EDISON PRICE, ZUMTOBEL, OR 4. SPECIAL: 60 AMP RATED. UL LISTED AND LABELED AS A BUSWAY 'SYSTEM. 6. REFLECTOR,: SEGMENTED AI_ZAK. 7, rINI.;N: DARK BRONZE ,&PPROVED. 5. MANUFACTURER: LITELAB OR APPROVED. 7, FINISH: BLACK, PERFORATED STEEL CYLINDER. 8. MANUFACTURER: KIM AFl2 SERIES, GARDCO, OR APPROVED. _MOOLA AM DULES 8. MA'tIUFACTURER: SPI ECHO SERIES OR APPROVED. sh.., Title No. E060 12000 SW 66th Avenue MEG 960245 UP 9f-0431 31 0138 O 13 !1011 S.A. :ted Avenue t•,r11enA, '"Ron 96-0218 0>t04-e120 PAR Coneulliog RnRineere Inc. 5(,. 0-e0Y1 169bOb& by. DRG s IF THIS NOTICE APPEARS CLFARF.R THAN THE OCT 8 1998 DOCIIMF.NT,THE WCUMENT IS OF MARGINAL,QUALITY. 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L S 2 p J jl N _ UN ,� c ,k I E SIGNti ` �� r.. ..,� ; I Z®#1Q a r I -- - i j ; ► a =s _3.1 011/4*C I � � `:nil'r: ^AFI' 1"C FOR SIGNAL CONTROL + $ I -� ti. x I I CABLE. PROVIDE NEW COAX CABLE TO MATCH EXISTING YEXTERIA J-BOX R .._._ ... - j o j X 2"C TO f �% �� „ P .. I ;! y' r I F ,,(�`►!j ► PNL 5 j� I X I X 4 E ' i E I tC I 1 I '4 \ I e ! I + 1 � N iNEW CARI S 2lei 0 I I I I I + fI I I , 1 • 1 A ITK 02 110 f ; '�11/4"C I + { I B � f 2 � 3. 1 � '� ice/ 4 � C I t I - _--- - �_ 1 SEE 22.2 - ---- (2)1'CO`_- 1 �_ TO PNL VIA 0(1)4"CO. I �/ EXISTING CONTROL VE UTILITY XFMR TO I `XII�TM 00 - Y SHOF { BE RELOCATED j i� 102224. 110 AND DE�ah!NG BUILDING --__— _. _ I f • I M W i N 3 SETS 1 t 1 I1;!r , i' I LLaf BY PGE 4- 500 22. s i1 ; ._..._..._.. Q #2/OG Z 1� 20. 31/2"C t X10 , I�E I �—J ; ' QN 6' X 6' CONCRETE ___ __ :i.. .__._._.. + ' , z CD XFMR PAD, COORDINATE WITH PGE REQUIREMENTS SLZTT z2, *57 TYP. 3 T G ! •. � •¢Sa, v`•�y.r .. .w+a=a MF7I►yLr.-•A•�;a.l!'-e.. LM.l�lie'/.�.rrM/fiw„�M�ri,Nwy4.naN•.,w.w-.-,.y.Ain.cs.•w�:.lw0[4, r.,. �' •i ' -}_._-.. _... : __.. .._. - 1 � � — r ._ I ! GENERAL NOTES I FINISHED GRAQE 1. ALL EXISTING ELECTRICAL WORK TO REMAIN LION. a) 2. PGE CONTACT: BRIAN MOORE• T C PHONE) 590-1,351 { I FAX) 590-1240 i / 3. PROTECT EXISTING SIGN CONTROL CABLE. COORDINATE 110 NEW CABLE INSTALLATION WITH OWNER. r I NOTES THIS S► i E REMOVE EXISTING UTILITY XFMR AND PAD. ABANDON ,� ! 1 �•--j I---, �- , PRIMARY CONDUITS. INTERCEPT EXISTING SECONDARY i J I I FEEDER AND PROVIDE 48 IN. X 48 IN. FLUSH GRADE ( �'.� 1. ( � f 1 I � N-• � I I I I i ' 1 I 1 } � � . � � !1 �.ww:. .•n:ev• .< '.v:<.•n..�.aL v w: PULL-BOX. COORDINATE FINAL LOCATION WITH ! i � I ► �` ARCHI-ECT PRIOR TO BEGINNING WORK. D CONDUCTOR QUANTITY BASED ON RECORD DRAWINGS. ' I 1 � PROVIDE CONDUCTORS AS REQUIRED. R e v 19 I O n • i Q REMOVE EXISTING CIRCUITS TO PANEL L REMOVED WITH DEMOLITION OF EXISTING SHOW ROOM. ABANDON 24. CONDUIT IN PLACE. . - •. — �:z•:_ac••:ss.s ra�z:zxau:..s.- .nrs.: ..+s:.. �.. _rwa.s. r-i. ....�.r...n_.ap... I .-; ; I .+ 110 , I t �� I �' t I 1 �. I t I + I i I ; I 0 INTERCEPT EXISTING CONDUIT AND SET NEW HAND 10 I HOLE WITH TRAFFIC RATED COVER. RECONNECT �►10 � 4 CIRCUITS TO NEW PNL L OR EXISTING PANEL ADJACENT TO MDP-208V. TO ACCOMPLISH CONTRI:l �10 + I OF LIGHTING AS PREVIOUSLY EXISTED. PROVIDE NEW LUMINAIRE POLE TO MATCH EXISTING. ,_•y-�� f io �_ -__._...__...__._._... ..____..__, POLE TO BE 30 FT. (APPROXIMATE) 6 IN. DIA ROU�'0 10�` i STRAIGHT STEEL. (�) 1 3 I . ...r_-.. .._. .-.._ ...,. ...... `, L__.._! i. i. _ r•--_' f•^_� .. � �.._...i •I � '_._..` �._...,1 �� ..� .IMM.aIr. �. ...1 ___� �.....•.` i.__.I � r• ± � -.f i I r _.,« ,,�_.._ ». T,�"__._�.,._... ....._ _ .. . J ,•\ I ' I I I ( 1 I I � ( ^*>Inf.+w:Q+rawsrr[Y4Rr'alrler7•rw rs: i 1 � � I I I I ' I I b � ,� !� r •f/ • I i I I ; I I E>'•I� M IN*XAKc WC) ! ► I' I— I ; —� Y i I r_. _i. _.�_,..__.�.__�. ......r.._.. i__ H WInn efAN ee ARMA a IODiI 1 It cure eeeyenr •- -••--•---•----• - - - - T t SE DAA NQS RE E PROPERTYOF A N I I AnCH,-ECTURF COMPIM AND ARE NOT TO BE I �� ' I I I __-. _„ rG?w:M• '•R r .rw�s••'^rta weiRrl ... �J' R[PgJ,IICEC A AN'r YANFTL FXOWT W1TN THE PA46 wmrTEN PrRWSIION O, *"A MCNTECTIMIF COW-0 : 1 D,ewn By Chocked By 1 96M 71ge JAM No. o WE PLAN -- - SM"t flit• 4 Sheet No. . ELECTRICAL SITE PLAN _ �� E181 12000 SW 661h Avenue MEC 9E-0245 {f V. ��f 1 V ',t E 1.1 SCALE: 1" 20'-0" BUP 96-0431 32 Of 38 [�1, PLM 96-C?18 ROe 5.11. 3rd Atrnnr O♦' \• Porllaod, Orweao e7flM-2�2e c r r ll: _------ Y---- --— PAP: ConeulUne Engineers Inc. '303.,gee-2021 IF THIS NOTICE.APPEARS CLEARER THAN THF. OCT 81998 IXCAIMFNT,THE DOCUMF.NTISOFMARGINAL QUALITY. MICRIOrILMED IIIII�t111i1111I�I�11N��1111 I1IIII11111I1 I fllllll�lllll llilllljlllll 1 t11�Y('I�i(111 tllllllp1lllll 1 1111Ill 111111 IIIIIIIIIIIj1 Iililll�l>)Iil) ini'1111111 IIIIIII)1111i1 aline Inline mllnnmlllnn mIIINI unlnn nnhm nli;ln In1hm nnhm unhnihnlhn+a+Ilan uuhi�an nnlnn uulnu nnhm mitnnlmif�u uilnn nnNm nitlas mltN ndlnl nd'n NilaN IIIIIN a111r mlel t i ..._.' AY.:.... .. -..n.. -...t., ,... ..,•:i .. .....:.....:.:.:. �.-...., _. .� s _Ai.Y�9LYL--'�10�1•IeL _ 11.. - 5 157 • 1 I J. r I I 1 A17 N. F010 I 9. f' i t I 1Ak 9. I - _� - --__ • ` 4 ;. 2A ml m eI �r 9. ' 5f-4 2A fill i 11 J H1 a �f 8 A5 8. 8. H � 8• J J Liz & J �8. A5 8. tl� __ 10 "rm SE1 8. J h�I. �� r J 31g U SE41 9. 35d 356 31 I I TS m 4 ►ill , ill B2 3 f. Idr1 8 lldl; _ 9. 11. + g 9. ' F J J II 8. ` J J 8. 8 I ! 9 _ _ ,+ -'SIGN, FOTO - _.__ 8. 3 ) _ 356 33f I 31 g i It ® 7. ! I �- 2 �'!>< r + J I !r+1 1 �1 J J 31 3,33,35. I _ SIGN, F010 I Y 1-9. r I X11 9 11. H2 H2 112 -Y 8, 8. 8. 8. 8. 8. 8. 8. 8. ! Al 10. Al! I iJe� - SE4 _4 - I A1_ 10. 10. 1 911 ��- ,�- 46, - IM 10. 10. r _._ ILL 10c J J A _ 1001 )�� _JSl" G - 11, 9. 10. !3 Al 1 c1 0. ' t ! �€3 SEE `Il2 { lot J 1 Al 10. Jgl A A -. . 1 t .-_ - -� -- A-L _ I 10. J X, -N�yOTES: s , ---•-- J - - hie I I s, Al �._. __!L.____ _-. _ _..... _ 1__�%.- ...._ _. .. _ 1. REFER TO RELAY SCHEDULE FOR LIGHTING CONTROLLED BY 1.1J Al to. At ,o. - 91 J71 r �_.... _ z_._ 1 �_ _ ' I / RELAY PANEL. (� , 4 10. ! H ,� F1 9. 0 0, q o I-- 12. �_. _ 4 111Y 1. F 0 0 J 0 J p J J 10 t o - J �T1 3._ _ . 2. AIM ALL LUMINAIRES AT NIGHT AS DIRECTED BY OWNER. i 10. A_1 A 0. If J 12. --_ N19r f Ir _ � - - - 3 alt. ,I I ` - I_ �? NOTES THIS SHEET: 9. X11' 9' S �1 l]E �1 Q]E B1E Bl (� 8,10,12. + 9. 11• 1Q PROVIDE WITH REMOTE MOUNTED EMERGENCY BALLAST. 1 10. 10 - 45 10 12. Al �� •• ,. I i i 17 1� � �v. � I + 02 CONNECT TO RECEPTACLE CIRCUIT AT THIS LOCATION. SEE n'' L_ A J (i I SHEET E2.2. _ Al 12. , Al 12. Al - +.L CONTROL VIA DETAIL 2/a.1. , J J 1 a r 9.\67- 10• - --- - -- - 3 x,11. 11. E MOUNTING ELEVATION WITH WALL MOUNTED 04 COORDINATE -' - 21 g 12. Al 12. 91 12. 12. , ' 10. 1 90 �'" DISPLAYS C 1 I 10. 10. fSEE j ! s , STC i I 1 T - -- 10. r I , RevIaIon • I i 1 i Q •� �`� � � � DESCRIPTION. VERIFY � WITH OWNER. (TYP.) FRONT FRONT FRONT ...- I NORTH CENTER SOUTH ' I ,. ..._ , I � -�I I 42" AFF SWITCH LEG (TYP.)- ENGRAVED TYP.)ENGRAVED DESCRIPTION (DO NOT INCLUDE MULTI-GANG DEVICE PLATE. TILE WALL BOX. 1 (TYP. 3) AS PART OF LABELLING SIZE AS REQUIRED SIZE AS REQUIRED a lose .lens •reMt"turs up**" i r THESF nPAWN109 ARE fHE FROMRTY OF bEWA - 1 0 0 NORTH NORTH SOUTH SOUTH H ARCHITECTURE COMPANY AND ARE NOT TO 9k RFOWOMO M MY VANER EICF►T WITH Tw PRICK AFTER � � SHOWROOM SHOWROOM MARKETVM!I It PFAMIIhM711 OF AACWYEC,TIIM COww +�- l 2000W CAPACITY 1 DAO Iran � DIMMER. (TYP. 7) Dawn Y hooked Y 96082 7.1.96 • _.».-..�._.._......_.. ._............«..__.._..._._._ I Joe No. oft (d) (e) (f) I (9) E 0 0 0 427 AFF I _ BF�DINili00111 - - - - - - a AUTOMATIC SYTCH 3-GANG (TYP. 3) DEVICE PLATE Sheet Na SHOWROOM LIGHTING PLAN z SHOWROOM LIGI ;TING CONTROL ELEVATIONE2al E2.1 SCALE: 'A' = 1'-0" I E2.1 SCt ': NONE eoe 9.9. 3ra Avenue Ot 11JP 0 SW 31 Avenue MEC 9e-0245 \ P.rtiond, Oeyw I311P(0304313�of 38 PLM 99-0219 - -011e 16.29 01/01,`96 ► prol: 9506 k file 9506E2_. 1 '«refs TB9506X 295061`1 Z9506C1 by: CJS PA2 Conn1ting gmenep" Ino, 603/m-ml 4 b V, IF THIS NOTICE.APPEARS CLEARER THAN THE OCT 8 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED III IIIA IIIIIIIIII i I�+�I�I�III�I + i'�I�II1111111� 1;11111111MW l(i InInII nnlnn Iwlull nnhln mdn+l unlnll nninll mdun nnl+m nnhm mdnnlnlllnn nuhm nniun nulnn nulnn nulnn nninn mrMm u11nu nnhlr�nnifff unh11 nni�m mf1 n�hin aduN anlnn Ifdn mdil ' t -M .. ,._:,.. ".. ,... .._.. ; ... . -. .... .'.. ... .... ..:. ..., -,. ... .: _ .." fi • 1 f 1'iIl iX 4 I 15 1 I I Loco J• Es t}-st-ar 1 • � I 1I 1 -1,. Imo• ' I ' 1 I I - , , oico 4 11 •. •' loco 2. e•�'+� --11 - - --STT• .�--...•. orc, �4 - 6. 4. 3/1 CO. 0. - 2. + _I I ' 2.4 3. I - --- ,�-#----- H`------ --- -- H-- ----- -�a------- -�� I-- - - r••__ .-' � , I � oe 30. \. .. .�_-....: _ t« 15.GFCI 17. 17. -i 1. c;u� �+ R ;.p�N�Cy h..� 30.; (� 5. to I l . . . . I WP 3' I !.A. f„u { vCLQ( IN3q M + ibt} 8. MOUNT IN 15. CABINET -1.35• 24. V I AL A ABOVE G ::� ,5. 8. 8 - i DIN ,L it 2 28. 15. 13. 15. 13. 17. 13. 17. -� - - -13,15,17. 2- ?� . r-- • .,M�' 7-0, !20()M ._.'�. P I lr A/ �41Z I , •.'1 l0. VFCI 4- to - r ,�,.._ ___ -_-._ �_..-l.. 9• !1 11. 9. 11. 9. 11. 9. 11. t 8 14,16,18. 24. 24. ' 1 . ! I , t 2Q V,"aDV V. :a�'��., O O � �.i D _.,t �.? ` 8 � "`�i+F�-e _� .: - _ _..._ . . .. . _ _. - _... i , . , 1 11. 1X16,1$. 20 22, ! GFCI 7,9,11. _r f FIRE ALAR 24. i 19. i r 19,21,73,25. 16. GFCI 1�. ",-... ., q�p a ,�'I{ 26. 1 A f 1. 1 1 + � 3 i 26. 28. ILA r 19, 2� �8 I, `4:. F I'r 28. P WP 1 t�_ t6. 16. 16 � GFCI . T SEE E1.1 FOR ECT CABINET H- GFCI 25, 25. ;�'.. 18. 1A 8.28,30. 28. � � CONTINUATION _ - I i 9. 21. 16. 18. -� '"'t"_/PNL L ..,r C. 21 19. 2 �� 21. 3- 8 ' 19 L7 1 ABOVE- 23. EQ PNL H77_ G ,f jy \ ~ I #1OG 1,Co. E MDP-480V L7 .4 CVA h ►e LANDING k'; `_ EQ MDP-208VAl G-- �;,; { i I 1 C E - SPRINKLER 1., 23. 23. Q PNL S �� I {�PNL H 1 COMPRESSOR i z O FRCP-- -T ! ^�I, TO COMPUTER ROOM 27. y 9. _ :__. _.. FRCP r_ j ON ME-ZANINE SEE #10 A a { { E2.3 L Ili Cif Revialcna 't GENERAL NOTES: NOTES THIS SHEET: 1. REFER TO SPEC SECTION 16110 FOR SHOP DRAWING 01 PROVIDE J-80X AT 48" AFF FOR ALARM SY;TE�1• PROVIDE 3/;CO. REQUIREMENTS OF FLUSH FLOOR BOXES. TO ACCESSIBLE CEILING SPACE. Q PROVIDE DEVICE PLATE ENGRAVED *COPIEW. 03 TO ACCESSIBLE CEILINC- SPACE. Y , D e 1906 •tonne Grehltoetwe O0e00114 I"[SE DRAWINGS ARE THE PROPERTY OF SIETN1A A1CIUTECTLInf COMPANY AND ARF NOi TO FIE REPRODUCED IN ANY UAW",EXCEPT Will Of PRIOR WRI1T[4 PFRWASIOR Of WINA ARCMTFtlim COMPANY i 6/r1V1 II� .awn y Chocked y �7 7.L518 ..{ --- Joh No Dote I P0Wa AKS MGM-" " _ �Mst nrI• �t NO. SHOWROOM POWER AND SIGNAL PLAN 12000 SW 66th 4vewe MEC 98-0216 E2.2 N - - �, • 9UP 46-0491 34a118 O� PLM 96.0216 � HAT 5.11 ;7rt1 A�•h�r T'�,rUend Or.een .� R7e01-?42N PAF l'oneultinR P.nRfn•cro Inv. 509!288-£Rel r995J6K Z95C5F 1 e by: ORG IF THIS NOTICE APPFARS CLEARER THAN THF. OCT 8 19W DOCIIMSNT,THE DOCUMENT IS OF MARGMAL QUALITY. �11CJJGI;ILMLD IT I�I{I�I{I{i� !II{I{I�I{{{I I{I{I{I�I{{{� f l'{I{I{III{I{II �{{I{{{Iji{I{{ 1 II 1''►{►�li I{1{�II�I{I{III{I{I{I�I{t{i � i{I{i{I�I{Iji � �{i{l��Il�IIt1 1{I{ISI{I{I) I{I{i{1)111) , IMEON TlM r --W • �nlnninnlnu!niInlllnulnitllntlnu nuhm nulninnnliln:�,iilinl IIII{I!II Iillll!11{1111{flll IINIIIII 1111111111119{illi IIIIII111 III�IINI iill{"'Iht11Nf,1I ,nhln mihlil n+ihul imhn iullmt nl�mt ih ndux,i�iinn ai�lnn nl�l -.-. ... __L� L.o•`r-r.._�_ - _ .. _ ,-_�... ,. ,-s. '._.i.: _, .� .:_ .:. amu.. _,cs..:, rx ��. _ _ '...Aa-,... _1 _ _ ...,,.....,,L.,�:.cnr,Y[sA...dWr.;eidl� 'wYfiil�(1.,••r•rWA(u�1. LrlAsi '�11 =`-- YiIr..G,._..,. ..►'.. ..e. - .. ,i . ,... .. .,�,_,,m.__�._.....,•._.......w- .JWiWlrr'-- - -- -- "rr;`. 1 . J. r A 0 O : ': i n 4 s fi 8 9 ty s 0 E a u r 1'•. a u 2 a "c t � , ' 1 t 1 i '`� UN �� , 5' J 1"CO3 TO CEILING +- 1. � 6, L1 4. !.1 1 • SPACE BELOW ' ; SEE E2.1 2. 15. 1 i 5. �jg 4. 38,40,42. I „ -7t I -� / 1 1"CO. TO - �' 5. 1 6. 1 . CEILING 3. Al �! _ SPACE J 91 f f ,{. J 4 J 4. J 4. 1. 4. 1. d1_ `1"► `' BELOW 1. 3. Al C Al 4 J Al J J I J 4. J 4. 6 �'" 32,34,36. 1 5ZL16 A 1A 3 Al Al Al Al lel 0 3 5. J J 4. J A. A a gt Al Al :r- :. 3 . _ * 3 4 - - - ; �� erY1611��.�5 �- _TOP OF ' 135. A SHAFT Al 91E r., 1 4. �. 4. l 2. Ll� 10. _�_.1. -� N I.IGffdNG RELAY PANEL C J 4. J � ' 1 I 1 _ z� -- 4. t 9 2, 1 � �_'�' '�{ Al _y �__! __��_�I�� Am, 93 _::,1 - �.:; (ON ROOF) U.( ,FC 13 '5,17 1r1�� N PANEL'H 1 A {I /-MOUNT 9 -6� 1. c _ •;'� -2sa111 ` WP 4 1. I. a 4 r'a, +.bN 8. t 0. 3. , EL ABOVE 11WDING t a a ti 1 6 _ _ - - _ ON iR. _ _...$,10,1 _ Ql - - _ 7 ('l 7 � � 2.� N PAN i 6 r� t... 1 _. r y �` _t f� WP� 38 F- PANEL L1A l ' 3 -I` 1. �_ I' '- 1 tl}9 , +}} 'nT, t!8�I 2' .1 GFCI10. (2)tC0. '42. �! 42 , 1hH SilE Q - - _� _.-.... _.__ �� _- ' SEE E2.1 ,-: � AH n 1 0 = -lam. f --t (� I 3R, 42. ON R00� (2) CO. TO ACCESSIBLE I - CEIL G SPACE`ON FIRST MDP-480V 1 I CONNECT TO EXISTING ( FLOG (SEE ONE LINE FOR Sz CIRCUIT IN SPACE FEEDER INFORMATION) SEE E2.1 2 RevIaIon • MOUNT 9'-6° AFF I" ��"I� rr'+ ` EXISTING ?6IS r , �,,� _ MEZZANINE NA ZZr�g��l��l�. GENERAL NOTA (N.1 C) ( ' 1. REFER TO RELAY SCHEDULE FOR LIGHT NG CON i ROLLED --- t . •� - - BY RELAY PANEL ! 2. REFER TO SPEC SECTION 16110 FOR SHOP DRAWING REQUIREMENTS OF FLUSH FLOOR BOXES. .1 p NOTES THISSHEET; G PROVIDE CONNECTION TO FURNITURE SYSTEM. ALLOW FOR (10) DUPLEX RECEPTACLE CONNECTIONS IN RACEWAY FFUURNISHED WITH FURNITURE. EXISTING WORK IN THIS AREA TO REMAIN. 0 PROVIDE NEW 20A/1 P CIRCUIT BROKERS IN EXISTING SPACES IN REFERENCED PANEL. MEZZANINE LIGHTING PLAN 2 MEZZANINE 'OWER AND SIGNIAL PLANN _ E2.3 SCALE, 1/e" _ ?'-0" N E2,3 SCALi_, s/b e 1906 OWN% •:Ohlt••ttR• dMRi/1MY *HESE t1RAWN10S ARE THE PROPRWY OF SOMA ARCHITLCTURE COMPANY AND AAE Mol TO NE REP110CI D N ANY HAMMER,EXW WITH TIE MIM Wk1TTrN PEIIMIII911 Of SIENNA*DVICTINE 6011 49 { TIM -�r•wn Jy iii 91btA's2 ?.IA6 Job Ne. pt, • BX-C AL.RANG .... �••t Tlrla- bi-eeit No, 1= M2 . 3 1,00,)SW 661h Avenue MEC 96-0246 l+Dll 7.r, 3rd Avenue BIJP 98.0431 35 of 38 Portland, Oryed PLM 96.0218 naa-z•Rrt 11.47 0j'() I p i)I PSUti file 9506D_3 0 xrets: 189506% Z9506FM ?9506CM • by. DRG PAR ComultinR F4nrars Inc. soe,'aee-Hast _ M 2 3 IF THIS NOTICE APPEARS CLEA RER THAN THE OCT 8 1996 INICIIMF.NT,THE DOCIl"FNT IS 017 MARGINAL QUALITY. MICROFILMED I�IjII1jIjIj IIIIIjIIIIIII Ililil11 1111 I rllllJillJIll IIIIIIIillljill I��ITI►�I(1�1 ( Il�lll��lill !IIIIII�I!IIi I II►IIII�IIIiI �i�l�i�l�1j111 IIII��1111{I IIII!!i�l�l�l� � INN W=IN CHWA _ IIIIIitI unlnll In!Iulllnnlun Ialllnt unlnn►nrlttn nl+Inn Irlllnnlnllhm mlhmhnlllm Imlu11IhIInIt''llnhnl nnlln�i�irninl�111rirnlllml+trr►urlh►n nnhln n►rllln rmint calm ml!mt mintt nthiri r;lulr ulrlmt r.,nst 11 r { +�1AA-r4-A'Awe.Armor^,,°-*rm.:-+ ,,,.,,�rr,.w••..-9-a,,.,n....m-.,. 1 1 � r r • J. A POLE n LUMINAIRE TYPE AS-----_ 1" PIPE—SIZE TENON HANDHOLE— NOTED ON PLANS r—� STANCHION MOUNT TENON. BOLT COVER , 41h" I FURNISHED B'Y LUMINAIRE GROUT TO FILL CONCRETE TRAFFIC RATED � I I MANUFACTURER OVER, MATCH SCORING 1' v d ----LIGHT SANDBLAST PATTERN OF SIDEWALK 2" PAINT TO MATCH LUMINAIRE (� n FINISHED GRADE a EXPOSED PORTION \ \ i OF BAS. _ , 1 I I I I O .w ArJ r \ b a I 29" v d ' — ANCHOR BOLTS I I 1 1 a11 w o I ° FINISHED GRADE Ser �L i MIN. II II o II II ' B II II 3000 PSI CONCRETE >, o 2,C t.� 14 REBAR LOOPS SERVICE AND SECONDARY SERVICE AND SECONDARY r . ° 0 12• O.C. SECURE TO ANCHOR BOLTS CONDUIT AS REQUIRED CONDUIT AS REQUIRED r E:_ _ _ T co 3000 PSI CONCRETE PROVIDE 3/4" GRC DRAIN TO TWO CU. FT. ELECTRICAL CONDUIT GRAVEL DRYWEI_L 36' (TY.'. 2) BELOW GRADE. t 12" DIA. ELECTRICAL CONDUIT 1 1 (TYPICk OF 2) i CC 24" ROUND FLOODLIGHT MOUNTING BASE POLE BASE r3 SERVICE JUNCTION BOX E3. SCALE: ;ONE E3.1 SCALE: NONE E3,1 SCALE: NONE 3 i, t r s r ; RevI 's IL . e lees atom" •roMtMtwe o•orpnr THESE DRAWW3 A'AE THE PROPPRTY OF NIFJrM ANCHRECTURE C(JWAW AAO APE NAT TO RUMODU@O Nf W1 SAM Et1W*111"t WAN V NTTEN PtMMJN OF MW AAOMCTWO OONDAMI gem f� /.M J No Dove i E COTALIP SM�t Titf• Ifte No. • 1 12000 SW 881h Avenue MEC 98-0245 r S.W. t7fM N1O R' BLIP 98-0431 38 01 38 • � - � , PLM 98-0218 , _. PAR Coon)tin� E �ineen Inc. 6e / M-NM 15:3 07/'D1/146 • prof. 9506 file: 950631 RfPf: 1Pfl�U6X by: DRi 7/ IF THIS NOTICE,APPFAR9 CLEARER THAN THE OCT g 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUAI rrv. MICROFILMED I�Ilijl�lllll IIIII�IEI�I�I I�Ill�l�ljl�l I I'�l�I�I�IIIII i I�III�I�I�i)I nr�rCl�tp�i 1111�I�tf ljijl 1 I�I�I�li��l�l iji�l�l�Ijijh i�l�l�l`1�1�10 1 I�l�i�l�ljl(I iji�ijl1i�l�1j IMdI MAOI M CNA1N ulllul nnlnn In!Innlnllhnllun�In1lunlfln nnhtn n!flun In!Ifinlnnhm nllhmbn!Inn, III IT, I nninnlc�nhulhndnu fnti►m 11ilnn mhIII u�!m un11n nl) n11�n1 ulna minu luilari fullm�nnl+ A b „ .�M111N11]Y v i i 1 ----- — - 4 — -- lb r t (eiw� rf.�l�1i1 A CNW N -1 PNL P;L P19 FEEDER SCHEDULE •- COPPER ';ONDUCTORS LEO QN ® N TRIP CONDUIT MARK SETTING CONDUCTORS SIZE NO 2B F WP �N� tOQAS F WP 1A_ 30A- 3- 10 Ih' L s C V 40AF 7(4 d 3-11.0+ t 0G �h' i _ �-- - --� 4-#10 lh" 609 ON D -,4_-110+#10G--- 3/4* j PNL A PNL B PNL C PNL A 2A 40A 3�8__- - 3/4 ---- -` --- - -- ------------ -` w B_ 3 #B+IIOG 3/i 0 -C 4-�18 - - - - D - 4- 8+ 10G 3/i 68 QN -- - - - --; 3A 50/60A 3_�6 _ 3/� _ I g 1 - _ -- EXTERIOR EO C I PNl- _ ./� SIGN - D --r' -[6�tOG PNL L PNL L H-1 1" x I I - ----- _� _ 4A -70A _3�..-_._ _ 1` I PNL N I PNL H (- X O NQ E050KA IL ! f 8 _ 3- 4+ BG 11/4* XFMR C 4 11/4* _ -- -� - — ~ i T � --- - -_ F O D 44+ 8G 1 V4 i L1 OD N 5A 80A 1 3- .S 11/4' g El - B _3-13+#18G11/4 I --�--------�---•-�-_- --�__- --0 -- 15/4_ _D_ _ 4-#3+#8G _1 r/4 C TC EQ 6A 90 100A 3- 2 1l/4 EO PNL S -- r- B _ _ 3- 2+ SG__ 11/4 •,.. _ MDP - 208V1 TC ?�I -TC Q i�U�} E O C f2 1l/4"- I l - - -- L- - I D i 4- 2+ 8G �1 W I CT CABINET _ - - - MDP - 480V _�_ __ E E 0 0 �� ! T 7A 125A 3- 1 _� _11/4' O O I PNL I -. - "SIGN' _B __- 3--11+ 6G 1r/: i E 1 C- -- 4-�1 _ !rhw ; w ---- l` l-- B 3- 1/0+ 6G 1 Ihn r - �---- - C D 4-�1/0+.6G _-2` 9A 175A 3-12/0 1 rh" TO PGE POLE MOUNTED XFMR; B 3- 2 0+ 6G 2e — - � - TO PGE XFMR. SEE E1.0 - - 4X2/0 27 _ D_ _ 4- 2/0+16G 2` _ 10A 200A 3—#3/0 Zw - 3- 3/0+ 6G 2• C — - - -4-13-10 D - - 4-113 0+ 6G1 21h" C,1 - � 480V SERVICE ONE-- LINE DIAGRAM � � 208V SERVICE ONE- LINE DIAGRAM 2 E4.1 SCALE: NONE E4.1 SCALE. NONE RevIaIOha• I 4 D 0 10015 elwreN wreAlt"etllrf t1A/yNO� IOFn LMAW11I04 ARC THE'.PMOPIRW OF S*MA ARCWTECTURF C011041ANY AWD AM,0*7 10.K r NWAD"D AI ANP NAIMM F.XWI MATH Try OMOM WRIT"MERWAMDN OF t1EW MCNIFCIOAF(Aw P1�At,7m Drown BY -- clotted 9M2 T,1W Jeb he D411• C EL�1 rMy�N'\L. G CME LNE $newt Tttl• u�l No. E4 , 1 A011 5.11. 1rd Avenue 1B'JP2000 -0 31 Avenue MEC 3S pp+d I PorllwnA, Or+loe PLM 96-021 37 0/'39 •d, v: PLM 960218 PATI CommlUn/ Sniglowerw Inc. sDe/tee—ntt 3 'J 0-7/01/96 • prol: 9506 file: 9506E4_- 1 a .ref- 1D9506X • by: DRG — _ l 4 15 IF THIS NOTICE APPEARS CLF.MER THAN THE OCT 61998 DOCUMENT,THE DOCUMF,NT IS Ov MARGINAL QUALITY. MICROFILMED �i�i�i ► i1�iili��iii i r��1i�i1ilt i1i�i�i+iiiii 1 nnTlijIpII 11111111111111 1 11�111�i11�1� i iliji��j�lslr i�i�i�ij��irii Il�li�liil�li 11�111►��I�IfI hoc w awe m4n11u111n1 nlflunlll� 1111111unllnl Iu11I nnhm unlml u;1111111111111117111nhminnlnn f11111117111111-11fill nn111mlbm lmhlutun�iffimu nlhut nflbnf!tNh+t Inht�l nuhnl mhtn n��hn nnlfm afslun flf1N na r k t - - p lll.�1P'n'°• �.r.,..,.o,...r.'.�...^,A "�'+....�.:,�.�m-. -.:._...- ., .. -. r. . .,...,,.-. ,.r:,••.,.,a r ,...... _.. ..... . .,•+s'rr,r.'�lmc,..r.,nv*,gno, gq�. .a _. _.. - '�` t --rwomr"For i. ..+ '- - -_ ._.....+r•s.,.... -,y... ..r !� ...,« to ,.v - Fes'-'+rY,, +.•4. . � �.�_ " � ! T � r,�*' w�w� .1.1•!� w 1•w.. P,�I I I�/"A Pr MOUNTING BUS / MAIN / AIC PANEL MOUNTING BUS / MAN 7 AIC - PANEL MOUNTING BUS MAIN AI PANEL SURFACE. MLO 225A BUS L 14KAIC XISTI _-_ _ _ . --- � NGj.H=1. - -- � _ ._ _ -_- - _-.__MLO 1 60A BUS 1 14KAIC - _ - T -_ (NEWW� H1A� -_ - FLUSH - _ - _ - - - ML!` 225A BUS LIOKIIC: _T -- -� , �NEW�LIA -- .ti LOCATION PHASE AMPS VOLTAGE LOCATION PHASE AMPS VOLTAGE LOCATION PHASE AMPS VOLTAGE a BODY SHOP _ _ 70 480Y 277V, 3PH, 4W 2ND FL RECORD SM&E _ 41_ _ 480Y 27N, 3PH, 4W 2ND FL RECORDS STORAGE _ - _79 _ 208Y 120V 3 PH 4 WIRE C - --� -- __`-- - WATTS A P NO ABC NO A P -WATTS SERVICE a_ C �_ __-_._.____-_.--__-.-- --_.WATTS- -- _ALS.___ No ABC .NO__ ._VP - - WATTS_____ SERVICE C C -- - - -WATTS A�P - NO ABC- NO - A/P WATTS SERVICE _._-- ,-- C _L--_ . -_- 1 _ - _ - ------- _-- SMALL BOOTH 40/3 1 + 2 60/3 LAR(T BOOTH 1 L-EGRESS 152222 20/1 1 + 2 20/11 310 L-RESTROOMS, MISC. 1 2 R-SHOWROOM 900 20/1 1 + 2 20/1 720 R-SHOWROOM 2 orwtol SMALL BOOTH I I 3 + 4 LARGE BOOTH i L-SITE UPIGHTS 1710 20/1 3 + 4 20/1 3003 L-2ND FLOOR 1 2 R-SHOWROOM 900 20/1 3 + 4I 20/1 540 R-SHOWROOM 2 SMALL BOOTH I 5 + 6 LARGE B;JTH 1 SNGNAGE 1500 20/1 5 + 6 20/1 1140 L-2ND FLOOR 1 2 R SALES MGMNT 900 20/1 5 + 6 20/1 1080 R-SHOWROOM 2 r, A ROOM EXHAUST 20/3 I 7 + 8 I 20/3 SPARE 1 L-50L)GHTS 1140 20/1 7 + 8 20%1 2772 L-SHOWROOM 1 2 1 R-COPIER 1000 20/1 7 + 8 20/1 900 R-SALES RM, KIDS 2 ROOM EXHAUST I 9 + 10 SPARE 1 L-CANOPY 3800 20/1 9 + 10 20/1 3458 L-1ST FLOOR 1 2 R-SALES RM 900 20/1 9 + 10 20/1 1000 R-KIDS AREA 2 ROOM EXHAUST 11 + 12 SPARE 1 L-CANOPY 1995 20;1 11 t 12 20 /1 "36 L-IST FLOOR 1 2 R-SALES RM 1080 20/1 11 + 12 20/1 1000 R-KIDS AREA 2 CAR WASH 30/3 13 + 14 50/3 CAR WASH BLOWERS SPARE 20/1 13 + 14 15/3 1667 I)H-1 5 2 R-SALES RM, MGR 900 20/1 13 + 14 20/1 500 L-ELEVATOR 1 CAR WASH + 15 + 16 CAR WAbH BLOWERS SPARE 20/1 15 + 16 1667 L4i-1 5 2 R-SALES RM, MGR 900 20/1 15 + 16 20/1 900 R-ELEV, F&I 2 i CAR WASH I 1 17 + 18 CAR WASH BLOWERS SPARE 20/1 17 + 18 1667 DH-1 5 2 R-SALES RM 900 20/1 17 + 18 20/1 1080 R-REST RM,BREAK RM 2 ---- OUTSIDE PNL i 30/2 19 + 20 70/3* I 8010 NEW ELEVATOR 4 SPARE 20/1 19 + 20 20/1 SPARE 2 R-F&I, CORRIDOR 900 20/1 , 19 20 20/1 1000 R-VENDING 2 OUTSIDE PNL 121 + 22 1 8030 NEW ELEVATOR 4 S°ARE 20/1 21 22 20/1 SPARE 2 R-Fdd, SALES 720 20/1 121 + 22 20/1 1000 R-VENDING 2 M .. SPACE 23 + 2.4 8030 NEW ELEVATOR 4 SPARE 20/1 23 + 24 20,/1 SPARE 2 R-SALES DESK 720 20/1 23 + 24 20/1 900 R-COFFEE,JAN 2 SPACE 125 t 26 w�0/:,+ NEW PNL H1A 1 i 2 R-Fdtl 900 20/1 25 + 26 20/1 1080 R-CLOSING OFFICE 2 SPACE j 27 + 28 NEW PNL H1A 1 4 SPRNKL.R COMP, 180 20/1 127 + 28 20/1 1080 R-CLOSING OFFICE 2 SPACE 29 + 30 NEW PNL H1A 1 I SPARE 20/1 29 + 30 20/1 1080 R-CLOSING 2 SPACE 31 + 32 SPACE 1 L-SHOWRM TRACK 800 20/1 31 + 32 20/1 500 R-FLEET SALES 12 � SPACE j 33 + 34 SPACE 1 L-SHOWRM TRACK 600 10/1 33 + 34 20/1 500 R-FLEET SALES 2 SPACE 135 + 36 SPACE 1 L-SHOWRM TRACK 1000 20/1 35 + 36 ' 20/1 500 R-FLEET SALES 2 SPACE 37 + 38 i SPACE 1 L-SHOWRM TRACK 900 20/1 1 37 f' 38 20/1 500 R-FLEET SALES 2 SPARE 20/1 L39 + 40 20/1 500 R-FLEET SALES 2 SPACC 1 39 + 40 SPACE SPARE 20 '1 41 + 42 2011 Sr�U U FLEET SALES 2 j SPACE 41 + 42 SPACE _ l _ _ _- -- - -_! LOAD SUMMARY LOAD SUMMARY _ _ LOAD SUMMARY LOAD CODE - PH A PH B PH C CONNECT %DIV _LOAD_ LOAD CODE PH A_ PH 9 PH C CONNECT %LdV LOAD LOAD CODE PH A PH B PH C CONNECT %DIV LOAD e 1 ILIGHTS -- 5744 -- 11971 - -- -6371 - 24086-- - -125 -- -- - -�30108 ~ 1 LIGHTS 5744 11971 6371 24086 125 30108 1 LIGHTS 2200 600 1000 3800 125 4750 2 RECEPTACLES 0 0 0 0 NEC 0 2 RECEPTACLES 0 0 0 0 NEC 0 2 RECEPTACLES 12000 11640 11720 35360 NEC 22680 3 EQUIPMENT 0 0 0 0 100 3 EQUIPMENT 0 0 0 0 100 0 3 EQUIPMENT 0 0 0 0 100 0 4 4 MOTORS 8030 8030 8030 24090 100' 24390 4 MOTORS 0 0 0 0 100 0 4 MOTORS 280 460 280 1020 100 1020 9 5 HEATING 1667 1667 1667 r!>71 75 3751 5 HEATING 1667 1667 1667 5001 75 3751 5 . HEATING 0 0 0 0 75 0 4 6 KITCHEN 0 0 0 0 65 0 6 KITCHEN 0 0 0 0 65 0 6 KITCHEN 0 0 0 0 65 0 7 0 0 0 0 0 7 0 0 0 0 0 7 0 0 0 0 0 TOTALS 15441 21668 16068 53177 57.9.48 TOTALS 7411 13638 8038 29087 33858 TOTALS 14480 12700 13000 40180 28450 TOTAL PANEL LOAD IN KILOWATTS 53 58 TOTAL PANEL LOAD IN KILOWATTS .� 29 34 TOTAL PANEL LOAD IN KILOWATTS 40 28 4 NOTE: NOTE: NOTE: : • PROTIDE NEW CIRCUIT BREAKER IN AVAILABLE SPACE. PROVIDE SIZE AS SHOWN. FEED THRU LUGS MOUNTING BUS / MAIN / AIC PANEL MOUNTING BUS / MAIN / AIC PANFL RELAY PANEL SCHEDULE FLUSH MLO 225A BUS_j NEW1 LLB FLUSH MLO 225A BUS 10XAIC NEW L LOCATION: 2ND FL RECORDS STORAGE RELAY PANEL NAME: - -- --- -- - - - _ -• 1 --- ---1__-____- -- --- --. -------- __ t _ -- --_-__------ --- --- __ ._ __ _.. _ -_l_-_ _ 11----- - _ ___- ____ _ -_ ___. ----_____�__ LOCATION PHASE AMPS VOLTAGE LOCATION PHASE AMPS VOLTAGE MOUNTING: FLUSH _ LIGHTING RELAY_PAN,.:__ - 2ND FL RECORD STORAGE - -- - -_ - 23 - -- - - -- 208Y/120V, 3 PH , 4 WARE _ _ 1_ST FL HALL _ -_ - 6- _- - - - _-_ _208Yf 120V, 3 FH., 4 WIRE - _RELAY Sf.RVICE,i -_ LOAD �_ CRT _ CONTROL 1 C T 1 WATTS 1_ A P NO ABC NO A P WATTS SERVICE T-C C WATTS-T A P NO ABC NO 1 A P WATT'S SERVICE C a 2ND FLOOR OFFICES - --- �3 HLA-4. SENTRY SWITCH �C - 1-----1 � 1l 2 R-TITLE OFFICE 1 900 20/1 1 + 2 20/1 900 R-HG,LL,GM,OFF!CE - -2 1 RECONNECT EXIST 20/1 t + 2 1 20/1 RECONNECT EXIST 1 , SKYLIGHTS 1140 HLA-5. PHOTO ON/TIME OFF _ 1 c FLEET SALES 200 1140 H1A-6. SENTRY SWITCH 2 I R TITLE OFFICE 900 � 20/1 3 + 4 20/1 I 900 .1 GM,OFFlCC 2 1 SITE LTG 20/1 3 + 4 � 20/1 SITE LTG 2 R-TITLE OFF,STOR 900 I 20/1 5 + 6 i 20/1 900 R-GM,OFFICE 2 1 20/1 5 + 6 20/1 1 d SITE UPLIGHTS 1710 I HLA-3. PHOTO ON/TIME OFF 20 1 7 + 8 20 1 1 e CANOPY 3800 HLA-9. PHOTO ON SPARE I 20/1 7 + 8 20/. 900 R-FLEET,HAL1 2 1 / / ► /TIME OFF SPARE ! 20/1 i 9 + 10 20/1 I 900 R-FLEET,REST RM 2 1 " 20/1 9 + 10 20/1 1 f CANOPY 1995 HLA-11, PHOTO ON/TIME OFF SPARE 20/1 ( 11 + 12 I 20/1 j 180 LTG RELAY PNL 12 1 20/1 11 + 12 20/1 1 g SIGNS 3000 I HLA-7. PHOTO ON/OFF i 15 3 1 + 14 20 1 I SPARE 1 20 1 13 + 14 20 1 1 h i SHOWROOM 2772 H L A-8. SENTRY SWITCH 4 I EF-1 280 / 3 / / / 4 1 EF-1 280 15 + 16 20/1 i SPARE 1 20/1 15 + 16 I 20/1 1 i 1ST FLOOR OFFICES 3458 HLA-10. SENTRY SWITCH " 1 20 1 17 + 18 20 1 1 SHOWCOOM TRACK 900 I LLA-37. TIME ON OFF 4 ( EF-1 280 I 117 + 18 20/1 SPARE I / / 1 ON/ OFF 19 + 20 20/1 SPACE 1 20/1 19 + 20 20/1 525 L-NEW SITE LTG 1 SHOWROOM TRACK 800 LLA-31. TIME ON/OFF SPACE 21 + 22 20/1 ! I SPACE 1 " 20/1 21 + 22 1 20/1 380 -NEW SITE LTG 1 I SHOWROOM TRACK 800 LLA-33. TIME ON/OFF C SPACE I 23 + 24 20/1 SPACE i 1 ! 20/1 23 + 24 20/1 1 692 L-NEW SITE LTG 1 m SHOWROOM TRACK 1000 LLA-35. TIME ON/OFF 1 20/1 25 + 26 20/t SPARE n ( SPARE 1 20/1 27 + 28 26/', SPARE 0 i SPARE M 1 20/1 29 + 30 I 20/1 SPARE p I SPARE SFACE I 31 + 32 SPACE I q SPARE SPACE 33 + 34 SPACE r SPACE ,T ! SPACE 35 + 36 SPACE s SPACE SPACE 137 + 38 SPACE j SPACE i SPACE 39 + 40 SPACE U I SPACE SPACE 41 + 42SPACE v SPACE -_1---__ _ ------- --- - --- -._-._ - I --- -__.-_� - ___ ._ ,... .-- ----------__--�. - ---- - - --- --- - -- --------- ---____ _J.__---_-__--1-- ----------- ---_-- --- - - - - _ LOAD SUMMARY LOAD SUMMARY w SPACE A LOAD CODL PH A PH B PH C CONNECT %DIV LOAD LOAD CODE - _-PH A_ -- PH B _ _PH C - CONNECT %DIV - _---- _--LOAD_ _ - x SPACE _- - - -^ - -- - --- - _-_-- - 1 LIGHTS 0 0 0 0 125 0 1 LIGHTS 525 380 692 1597 125 1996 NOTES: R e- v I • i O'n 4 2 RECEPTACLES 2700 2700 1980 7380 100 7380 2 RECEPTACLES 0 0 0 0 NEC 0 3 EQUIPMENT 0 0 0 0 100 0 3 EQUIPMENT 0 0 0 0 100 0 ' 4 MOTORS 280 280 280 840 100 840 4 MOTORS 0 0 0 0 100 0 5 HEATING 0 0 0 0 75 0 5 HEATING 0 0 0 0 75 0 >r 6 KITCHEN 0 0 0 0 65 0 6 KITCHEN 0 0 0 0 65 0 7 0 0 0 0 0 7 0 0 0 U 0 TOTALS 2980 2980 2260 8220 8220 TOTALS 525 380 692 1597iy96- TOTAL PANEL LOAD IN KILOWATTS 8 8 TOTAL, PANEL LOAD IN KILOWATTS 2 2 NOTE: NOTE. MOUNTING MAIN / BUS / AIC PANEL MOUNTING MAIN / BUS / AIC PANEL SURFACE 400A MCB 400A BUS 22KAIC MDP-480V SURFACE 6 HANDLES I 000 BUS 22KAIC MDP-208V LOCATION VOLTAGE LOCATION VOLTAGE BODY SHOP _ 480Y 277V, 3PH, 4 WARE_ ROOF - PENTHOUSE 208YL120V, 3PH, 4W AMPS/ _SERVICE _ � PHASE CONNECTED LOAD IN KVA AMPS/ SERMCIE _ PHASE CONNECTED LOAD IN KVA s POLES -_ __-- -- -- -- AMPS _= 1- 2 3 4 5 - 6 7 POLES - _ AMPS 1 2 3 4 5 6 l 7 _IN/L COMPRESSOR ROOM GUTTER - _ -__ - _. 223 PNL_H 200 3 PNL H-1 -_ .. _ 24 0 0 24 5 20013 PNL A _-- 20 1 L-BBODY SHOP _ - -- ---- -_- _ 200/_ PNL B 20/1 L-BODY SHOP _ - 200/3 PNL S 20 1 L-BODY SHOP - `_ _-_ _ __ .___ 2NI3 _PNL L 2�11 L-BODY SHOP -- - - _._ ._._-- . _ -�- _-- -- -- _ .- 200/3 NEW PNL L1A� __- 4- 35 0 - -1 0 ---- -- -- -- - -- - - ---- ------ 20/1 L-NITE LIGHTS _ 20 1 L-DETAIL SHOP _ 01006 Tan" .rahlt4lACINs 41!I606O 20L1 L-DETAIL SHOP _ _ _ I1+Ese owAwlraa int THC vgplEprr OF WMA -f l SPACE - _ ___ __ -.. - _-. _ - -- -- _ ___ __ Aaa41?ECT nF U)WA«Y wo u0 wr 19 BE . 1 SPACE -- +__ _ - -- - - -- - - --- -- --i-2.075 - _ - - rmfl r+Callstlo. Km tonooucrn w GNr rAlren axaoi vAtn twE Itlw 10013_ AHU-1,2 ----- - - ------------ -- -___----- --- ----- _- -- --_ -_ - - ----- - � , 74.7 62.0757 _ _ _ _ � _ _ --__ ---- -- -- -----.._.. _- ------ - ._ __- __ «*' t1rcwnlerull� wr _LOAD_SUMMARY --`-- -.---_ -_ CONNECT CT KVA % DIV _, DEMAND KVA - LOAD SUMMARY - - - --rt _� CONNECT KVA % DIV DEMAND KVA- - �1 LN3HTS _ _ 24.1 -125% 30.1 1 LIGHTS _3.8 125% 4.8 _ DRO MDR -2 RECEPTACLES - f - 0.0 --- - -NEC - - 0.0 - 2 RECEPTACLES-. - --- -35.4 NEC -- 22.7 3 EQUIPMENT _--______--___�_ --- -- _ 62.1 .__ _-__ _ 100%__.__.__ 62.1 __ _3 EQUIPMENT 0.0 0.0_.--- 100%.--.--_ _ 0.0 __-- 66062_ _ 7.tw -- -- --- -- --- No 09+0 _ 4 MOTORS-- - -_- --- ---- --- --24.1_ - -- -100% -- 24.1 4 MOTORS . _-_-- -------- - 1.0 100% 1.0 roe 5 ELECTRIC HEAT - ------ -- - - 5.0 75% __--- - 3.8 5 ELECTRIC HEAT 0.0_-- - - t OSx - - ----0.0 - --- L;LECYf%C1a. EXISTING PEAK DEMAND _ _ _ 169 ` _- 125% _ 211 - EXISTING PEAK DEMAND 169 125% 211 PANEL SCHEDULES TOTAL LOAD IN KVA 284 331 i TOTAL LOAD IN KVA 209 f 239 Shoot, ,w. TOTAL LOAD IN AMPS 342 398 TOTAL LOAD IN AMPS 251 288 NOTES: NOTES: StmM No- • PROVIDE NEW CIRCUIT BREAKER IN AVAILABLE SPACE. PROVIDE SIZE AS SHOWN. E4m2 LOADS FOR PNL H-1 REFI.ECT NEW LOADS ADDED UNDER THIS PROJECT. 12000 SW 661h Avenue MEC 96-0245 NO 9.A 9r.1 A.rnu" of f1UP 960411 36 of 30 PIM 96-0216 I� Perl.lmd, lheroa r>'to4-taze 'if; s pro; r''� foe 950614_2 • •fef, 189506Y • by: DRG `^ --- - PAR conrnitlng RoRineer" Inc. sotittr-1111 Al .. • �, -�. _ I ,E _ �^� �, .. .. t , v • - 4:. .__.- _ --..»� ---_-. .... _ _-..--.. ... -. -•r:k7,. .::.LLQ. .. .- T IFTHIS NOTICE APFEAG:C CLEARER 7N4N THE Q('T 8 ;998 Ix1CUMENT,THF DOCIJMF14T IS OF MARGINAL QUALITY. Nj 1CROP'1 LN1ED 31 IIILII1 I111111 11I111111 111111 I�IIIII1IIIII I t'111111�11111 IIII111111111 1 TITITIIII(111 Ilillll�lllll 1111111111111 I Illllll�lll�t (�1111111jtllig11111111!IIiIl �liltl111l1l►l�_ w, ntal wmm w aryl ' mhnl Inlhm Iu!huI unhnl mlhnl anhnl nnlnn nlllull n!Ilun nnlnn tnI'utili+Illnn nnlnu nnlnnml�inn nnhn�nulnn nulun;iuillln l�nlnn Ilnhul Inllnu In11tn nnlan nitnt nnlnn ndnn nuh�n ullhrn Hnli� Iq1 - ;Y.t:,.i..,,._,