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12300 SW 68TH PARKWAY-2 MM f NRR_- INDEX TO DRAWING'S D 7t �31 NQ SHEET TITLE 0 PROJECT INFORMATION LJ 1 KEY SITE PUN D . . . ARri. [2 SITE PUN jo " ORD 31 STECDETAILSN 4 MAIN FLOOR KEY PUN 5 UPPER FLOOR KEY PUN -, a ROOF DECK KEY PUN , .� 7KEY EXTERIOR ELEVATIONS -- 8 KEY BUILDING SECTIONS C a SECTOR A MAIN FLOOR PUN —L--- 10 SECTOR 0 MAIN FLOOR PUN �t .p __ 11 SECTOR A UPPER FLOOR PUN 12 SECTOR B UPPER FLOOR PUN - r 13 SECTOR A ROOF DECK PUN [� •C 14 SECTOR B ROOF DECK PUN 15 STAIR PUNS s SECTIONS 12000 S.W. 66TH AVENUE 10 - 1 15.1 STAIR PLANS A SECTIONS TIGARD, OREGON 97223 u w U 15.2 STAIR PNS s SECTIONS 15.3 STAIR PUNS a SECTIONS L. 9)Ic C n 0 16 ROOM FINISH SCHEDULE ,"11 e 17 DOOR SCHEDULE m a 18 EXTERIOR ELEVATIONS 19 EXTERIOR ELEVATIONS J 20 BUILDING SECTIONS 21 BUILDING SECTIONS 22 BUILDING SECTIONS ERVICE 23 DOOR 6 WINDOW DETAILS ARTS 24 WALL SECTIONS 25 WALL SECTIONS 2t1 WALL SECTIONS UILDING 26 WALL SECTIONS 27 WALL SECTIONS 28 WALL SECTIONS PROJECT DESCRIPTION PROJECT NO. 9035 29 SECTOR A MAIN FLOOR REFLECTED CEILING PUN ! . 30 SECTOR B MAIN FLOOR REFLECTED CEILING PUN 31 SECTOR 8 UPPER FL REFLECTED CEILINGPLARN DATE. MAY 31, 1991 ' 32 ROOF DETAILS New Service/Parts Building placed on approximately 121 , 000 s .f. , a .�• . +•• 33 INTERIOR ELEVATIONS two. story building of approximately 60,984 s. f . with exterior canopy of approximately 9 s . f . and a parking deck at roof level of approximately 34 INTERIOR ELEVATIONS 28,731 .. s. f . building to be load bearing exterior masonry and steel tube .':.1 INTERIOR ELEVATIONS c6lumns with interior concrete/steel columns supporting a concrete or 35 INTERIOR ELEVATIONS steel pan/concrete roof structure at parking deck and wood truss and glu- 35.1 INTERIOR ELEVATIONS A DETAILS lam beam roof structure at office canopy areas . All exterior walla to bs-or 38 INTERIOR DETAILS a WALLTYPES lire resistive construction. 37 PAVING PUN 38 STORAGE BUILDING PUNS, -- ELEVATIONS a DETAILS 9 1 I S1 FOUNDATION PUN S2 ROOF FRAMING PUN TUALATIN VALLEY FIRE MARSHAL OFFICC _ S3 UPPER LEVEL FRAMING PUN APPROVED . . . . . . . . . . . . . . . . . . . 0 S4 RETAINING WALL PUN a DETAILS S5 FOUNDATION DETAILS CONDITIONALLY APPROVED. . . . . . . !w rt SO DETAILS APPROV OF PIANS IS NOT AN APPROVAL OF 67 DETAILS PROJECT INFORMATION �I OVELETTE3. E D LETTER. . . . . . . . . . ❑ Sa DETAILS Z / 69 DETAILS NSE S70 DETAILS ER OA is 611 DETAILS S12 DETAILS Building Permit Dept . : City of Tigard h= P7 PLUMBING EQUIPMENT SCHEDULE Building Code: 1988 U.B.C. & Oregon Structural Specialty Code a SPECIFICATIONS Zone: C-G P2 PLUMBING DETAILS P3 NOT USED Occupancy : Parking Deck Bl P4 MAIN FLOOR WASTE PIPING Service Dept . H4 PS MAIN FLOOR PUN Offices 82 - P6 MAIN FLOOR WASTE PIPING P7 MAINFLOOR PLUMBING Type of Construction : Type 111N ' Pa UPPER FLOOR PLUMBING P9 ROOF GAS PIPING Automatic Sprinkler System : Yes EOUIPMENTLISTaDETAILS Separation: Two sides at H4 Occupancy M7 M2 EQUIPM D Three sides at B1 & B2 OccupanciesNOT *� NO FIRST FLOOR HVAC Area separation wall between H4 & B2 Occupancies M4 UPPER FLOOR HVAC m _ .. -' ' ' ' : : Floor Area : Parkin Deck 28 , 731 S . F. M5 SERVICE AREA HVAC '�1 F . , •ue° rr g E1 ELECTRICAL SITE PLAN 1• � • a Service Canopy 9 ,496 S.F. E2 ROOF DECK POWER a LIGHTING E3 MAIN FLOOR LIGHTING PLAN (LEFT) � Service Dept . 20 ,624 S.F. z N MAIN FLOOR POWER PUN (LEFn _ _ 5 _•1. _ I ' " _ O ES MAIN FLOOR LIGHTING PUN - I Y.'KL• Offices/Parts Dept . 30,864 S.F. (RIGHT) 1 t f ''TI ` p W E7 MAIN FLOOR ORLIGH NGPPLAN PLAN , ' t1 TOTAL BUILDING AREA: 60 984 S .F. a _ f re UPPER FLOOR LIGHTING PUN i 1 •••��„•,� -..:` /�� Ea NOT USED 1 1 • ♦ I t ” ti I =YL;,r�, ! , E9 NOT USED `•1 ' w •� flf,i" w„, E10 PANEL a FIXTURE SCHEDULES � , i ”' - °' rl '•y�+ \•> __ _. _ .�� ____s•w . _ _. Ir _ , F ! CITY OF i4^,ARD tlrcA� a r• ; T F�• PROJECTS Approved_... 12 s it I( fi1.1' o -- - cr Job Ad(,, (.' j LL N -� CONSULTANTS BV' — — Date: 6 ?/ F U f T rs �G T �. --•...�_,y . gam . �A W 0 W M - --"_Z _- - - STRUCTURAL ENGINEER : W .G . BERRY STRUCTURAL ENGINEERS n o n LOO Scats: t Inch = 'h Mile MECHANICAL ENGINEER : PARACLETE ENGINEERS INC. ' Ill„ iii 1 ' ��" ELECTRICAL ENGINEER : JAMES D. GRAHAM & ASSOCIATES , INC . Vicinity m a p CIVIL ENGINEER : DAVID J. NEWTON ASSOCIATES , INC . SHEET NO. SOILS ENGINEER : GEOTECHNICAL RESOURCES , INC. - y — 12300 SW 68TH PARKWAY 1 OF 8' i • 'V IF THIS DOCUMENT IS LESS `1rt1111111I111 1111111 Illil I VIII�I I�IIIIy.! �1IflI 111111 I�III�I flI>T II1�1 I�IIII}I, 1111111 VIII III�III�I VIII I IIII�I IIIIiI I}I� I�Illjl I�IjI�I 1111111 III IhI APRIL 23 1994 Ii LEGIBLE THAN THIS NOTATION, I� .j1 I +VI I IT IS DUE TO THE QUALITY OF Will 6-=&qtF' � T THE ORIGINAL DOCUMENT. -� B S a S S B S IEL I 9[ Lt t I [ t t tt [ 6 6 9 g 1t 6 S Twu • uu mduu mi6umilm uuluu mlhai iu11m1 uullui mduu milml uuhu�i uml�uul; .lei m11m1 uuluu imhm mita uuluu union uuluf Iw 1�uu m� ' lu u�liu 1111iNI 1"E HIM. GENERAL NOTES (.'7�, ,f;tL ur•n•n •rr ,� r s T r s uc c� r r � `II ✓"`" �`7 T..f .: 1 . .ON., SHOWN ON .H!' 111-ANS ARI: BAS}'.► C� T.... E{i'.,. .N1 ()K!"A'T,(►� ya}I�UVE�2 WA. AVAI LABLF. BUT ARF SUBJECT TO VFR I F I CAT 1 ON CONTKAC TOR SHALL. VER!F1' ' S.Z..S . . OCAT I ONS AND ELEVATIONS SHOh',� O., }fC ..ANS . �'AK I A, 10..5 FROM � � THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF 1HI ARCHITECT !!!MEIIIAI_!.1'. yr Q►� A! !. WC)RK 70 BE' !IPNE, IN ACC0RDAN%F WITH LOCAL GCV�'.NING CODES. D(, Nn7 SCALE DRAWINGS ('C):�TRACTOR TO COORDINATE ALL ASI'!:^TS OF ELECTRICAL. TELEPHONE. . . h.)TE'.R AND SFh'F.R SERVICE REQt`IREI'. INiT.H SERVING l'TIL?Tl' COMPANY. LINE BEARING _ DISTANCE *! L1 S 89'57'160 IN 10.00 i L2 N 0'01 '04' E 53.31 �!J PROVIDF SIGN CFNTFREI) A7 Lf:AS'f 4 ' -0 AR01'E L3 5 0'0033` M _ 53.E GRADE, MARKED WITH I!�TFRNATIONAI. SYMBOL OF L3 N SB'00'06' M _- _ 63.23 ACCESS AN[) THE: FOLLOWING IkORD� ( IN AT ! EAST L5 N 15'03'21 M 63.63 I-INCH HIGH LETTERS ) "PAPKIN6 WITH DKV DISABLED PFRMIT ONLY V►:I.ATORS SUBJECT TO � Tn%ING UNDER ORDS 467 .935 AND A FINE UP TO $25(1.00 IJNDER OHS 478.930" . RFQIJIRFD AT HANDICAP STALLS. 400 2 ) SFI C1VII DRAWINGS ERY OTHFRSI FOR SITE (;FAIIING. DRAINAGE AND UTILITY PLANS . right of way SEE LANDSCAPE PLAN O SFF LANDSCAPE PIANS (BY OTHLRS f FOR P! ANTI NG A ---- SERVICE IRRIGATION PLAN. UILI PARTS r I PYLON SIGN AND DIRECTIONAL SIGN H)' OWNER. PROVIDF FLFCTRICAI SERVICE TO SIGN LOCATION . BUILDING W r 1; . f\ . 66TH AV�-_`�'� I J. �✓ �- 1 \ S SEF '•'LECTRICAL SITE PLAN FOR 1.07 1,1611T!NC. • t 0 0 4 E 2 .98t - N 0 01 04 E 100.33• I ( / / ( BICYCLE PACK - "RIPPLE RACK' (5- BENT) UNITf - . 1 I� \ II TYPICA!. OF TWO t'NITS. AS MANI'FAGTI`RF.I) 81' \ , I 1 LIFE ENTERPRISES Cn •Z� I III � � Ifi�`�� / / r,J i" - m ti T to at J J`'J 111 \ 1 -- .m to 3,.... 1 11111 J 1 1,1 1 11 = M - cn I I J � — x B I N G11 C; Z o / /" IIIII I 1 IIII IIII H rt v iV t° � a, • / / / �� IIII 1 1 I i! III 1 ,V J -- "I� J M , / , ' / II ! 1 �� I II Ill 1111 I I I Z . r � IIII .\z, LLLid a ilD ro. �� .. l /� ` // 01 .01 _711 1 0 11 1 I _ / I I ERVhICEIPA� S a / 60,984 hi Ll1.1-J 0 0• t� / III 'USED GAR '' BUILDING -- F. lot. 2550 / I S 4.05.08• w _LL�_t_1_1 / >,� _ • 6 0000000' M 304. 17' --- - - NOTE: - --- ------ S . W . 66TWAVE./ 1 -- lawn and low growing shrubs I as per state o1 Oregon highways permit I i� SEE LANDSCAPE PLAN I ..---- -- ----- - ._. ----- - - -- -- - SITE DATA : ' Z � J TOTAL SITE ( AFPROX 10.5AC. 1 457,380 S.F. CL 1— LANDSCAPE ON SITE 55,465 S.F. O) LANDSCAPE OFF SITE 40,488 S.F. � � .. co r t ma!ntained by landmark ford ) = w In � Y LANDSCAPE % ON SITE 112.1 % LANDSCAPE % ENCLUDING OFF SITE 20.95 % l maintained by landmark ford ) KEY 4 north SITE PLAN �N M ��0'-- ID' 1.: i 0 EDW 68TH P()RKWFIY OF 83 i IF THIS DOCUMENT TS LESS IIf III �III III III III Ili III III ill III 111 r11. T�F J rjr 111 III III 111 III 111 1lili III 111 III III III III III 411 III III III IIIitII ; IIIIIII III III 1111111 III III IIIII I ' �� . , . I I I I I I f I 1 6-1 1 1 I I I 1 1 to i 11 1 1� APRIL 23 1994 uEGIBLE 'THAN 'PHIS N01AI'ION, I I 2 I 31 L� 5 -- 71__--�_--_--- ----�__� No.39 IT IS DUE TO THE QUALITY OF _ THE ORIGINAL DOCUMENT'. - - -1- - — - --- - -- - j?C' -- LIITI[ld E211[�I T-�EZM1Z LZ 8Z Z 6Z EZ Z iZ OZ 1�81 �8 [ ILi 9i I91 E �11�' ll IIllllllll WI III ,I{{I 11 {I,1{ 1111111 ,11111IIlllll 1 II I 1 (Ilil�ll►111111�11111111 11111 I 111111111111111111111111111111111111 11 �► I� II �Illllllli�_I►Illlll1�11111 ►1 � 11111111 ► i .'O --J" ."?'-0" (VERIFY) ___ }" RADIUS GENERAL NOTES: -- - -- -- --_ -.- I 1 "RADIUS AT LANDSCAPING 1 SLE KEY SITE PLAN (SHEET 1 ) FOR LOCATION OR -CORE; LINE AT OF RIGHT OF VAY LANDS RETAINING WALL - LANDSCAPING. - E;��• 7-.— CONC. SIDF.,wALK SES!; STRUCTURAL / `2 , SEE LANDSCAPE: PLANS FOR PLANT MATERIALTN RADE OR 'TYPESLINE OF CONC. �3VERIFY WITH Ok'NF:R FOR PYLON SIGN AND )!^n 1. IAI�: W SIDEWALK - - DIRECTIONAL SIGN LOCATIJNS PROVIDE + !' SEE SHEET 1 KEY PUN. ' ELECTRICAL. AS REQUIRED. l l / FOP OFF SITE LANDSCAPING Vnr. 0 .w .� STORAGE TANK FARM _ ; - — CAST-IN-PLACE t--------.------ - -� �4 SEE CIVIL DRAWINGS FOP, CURB-CUT CONCRETE CURB I DESIGN FF nF �•�,v BUILDING - SEE MECHANICAL I I I A.C— [ V � � PAVING ' . �' � ! � II r 5) NEW CYCLONE. FENCE T'0 MATCH EXISTING ---- I ; I I VERIFY WITH OWNER FOR EXACT VACATIONS ----- ;iEE. SHa-? 38 CONC. CURB • / !' S , w�. 66TH AVE . I 1 ! AND FENCE TO BE RELOCATD. PARKING STALL PAINTED LINES VERIFY I -- J CHAIN LTNjY --- /- / WITH OWNER FOR EXACT LOCATION (PAINTED -- FEAIN tCI . / FENCE i/ 1 t LINES WHEN NOTED) '-" 61-01, PAIR OF 61-61, - ENCE 1 - C.M.U. WALL � '�-��' � - ,•_+ FOR WCHAIN LINK 1_ - `� . SEE SHEET 4 KEY PLAN FOR GUARD POST I o G/.TES WITH I, -/ I p# i+t � '�.�� £, ia.$8 f tt .? :•:.: LOCATIONS Nr CAP SEE - :< . ::' 3 - f_F.DWOOD SLATS \' n I / 6'-0" H'". , / �: o o I Ir - � � �i r '�� / `8� ALL EXISTING TREES TO REMAIN IN ~ � -- STORAGE B1.D G./ I •t; �� •31 IN T Y a� I I I J CONSTRUC f ION AREA TO BE FEtrCED AT A / ri SLIDING \ HT1 I I I _,X '< . �t .. : t , . : / DISTANCE DIRECTED BY LANDSCAPE LINE BEARING DISTANCE 1�"=11-011 -7 GATE(3[�, \ I 2 TANK t-ARM SIT _ PL.A�I_ I 1 11 „ _ �i ,� ARCHITECT. L� S 89�57' t9• N i .00 -- /, ; t 20 -4C) 25 --0 \ 9 -4 O.C. I j+ / S 0'00'33' w 50.00 A ss=101-011 \ i t 1 - -I - ----,!�-- -TYPICAL Qr- - rl • ' " / (� SEE CIVIL DRAWINGS FOR RETAINING � / l2 / t 1 I \ 1 - I I - / / WALL LOCATIONS AND ASPHALT PAVING r1 1 1 I Iv r m t l I \ III! --- - - - "1/ / 0 �0) ADJUST CURB-CUT LOCATIONS OR EXTRUDED 1 / E 111 I I j I I I 1� /% ' / CURBING TO CLEAR EXISTING TREES. VERIFY / 1 1 ! — I 1 , I j I II ,a 77 / WITH ARCHITECT. IMA :j ( I I -- _ ^+ J _ I (11) SEE SHE.�"T NO. 37 FOR PAVING PLAN / � ::(1 7 f I� � I ►I III 3 ti U S 1 CES - >�'�' �' � / AT SERVICE;/PARTS B(JILD:(NG. SERVICE / `3.1 L t, \ i o I I 1 r `` `x / Cj1 EXISTING FENCE TO BE RELU,ATED OR NEW FMCS P�RTS / .tl i� / L -J PROVIDED TO MATCH EXISTING AT CONTRACTORS OPTION. �I ►� I ,> BUILDING 8'--0' ?.5'-0" ,_ ,1 „ - .1 > .. �!• : „nil I 1 _-._.; - __ 9 0 O.C.(81 -0 )t 3 , /I 24 0 � -0 ,11r I w � � lr 1 - � � _ ___.CHAIN LILdK —w---- it-- �c I O / o '\ t I I / FENCE I3r.� f I VE T RY 1 . t oro�VENT0RYN EXISTING Lir - o k I 1 .�1 t Q�, a >ro CHAIN LINK 111 :I v_ `� t .1 1 f 1 .. :I m FENCE TO 1I 1 1 r., - i ?. ' . / 1 / ' REMAIL 11 I = ` i I ; :f; f'1 �. �' I -PAINTED / V / 13.1 t 1 LINES- I V. I ] f t: l> - ,� I / EXISTING / ' iat f � � ` I Imo_ I � f � I IrI � _ � II / - '1R� / ftp' _ , I I L f �' �I �, I• y LANDMARK FORD / 0 1 � t 11 a:: 1 11f ; i - I fJ 1 I I_ ` 1 1:; ; i 1 l 7- SEE7 CI IL OR _ I ! r �.1 ! � i � I t:� I I -- SITE8 - 1. IN NG 'AL o, I i l .� 4 1 t 1 rte; _ �,r s �C GRADING I ! ! a �..; f.• ` L 1TI NAD 1 f 1 t t 1 L E1>l t LIMITS �- ..__ �, ✓ .. rSFF.I $ U( TRAM{' I 1 1,( } :� j/ It r / FUR i E TO { t . 1 / 25'-0-- 40 N. 35 -Of? / . CHAIN LIN1�C/' a - iKR�I h DE�X• I I 1 f/ f� l/ - - _-- y . / \ �. CHA LINKr 1t y% � � FENCE\ I ! 1 FENCE�`J LINE OF -'--'-r , „ , - --'! EXISTIN'C/ w CONCRETE PAVING�� I `.-' / _ - ASPHALT U SEE SHEET P2 , - -- �' � �I �CAST, -PLACE � a 201101, /FUR TANK £'ARM , z %/1/ / // 1 \ --,1 p, CO CURB /o c�. �' / --s--- 2// / 11 1 F '� ,y- �.� / -A RON I CN, i Y,CRE TE _ / , ,,. 1 % t H -PLAN ...., 14'R ism ��i% ��NISH� ?9p! of f // ,/ uy CYCLONE GATE, ,1, ,� ' , / I I n < : 1 ` - / . 1 ppi L CN / / { / -1 / \ / I / O 3 2 / / o. � 1 f• 1 !R / - — / t J \ \ --- _- I , / KIN 14- w I �? - _ ,F J E/ I 1 \\O \ \ 324' `1 /' ' /� 300 t1 70'-0 r r I 01 r ' = I t l - -- / -� r l i \ Nom VICEIPA4T� ! / /' v 1 #' / I �, IN E,, _,TI 1 t l� I / J .. / , ti i I OF r{IL ` I 1 �. / / SEE CIVIL 1�A hG: BUILDIN�� -� ! / / / _ Z \ ` I , _ 20'-0" FOR UNDERSI-*D RAIvAGE �+ - o� // _ aD �// / A(—N LTr'ES CONC. ! /! // SYSTEM. _- 6 0,98��' �7. I I !! / / C'41 ISTING CYCLONE FENCE /I , _J APRON $ROOM r' �'ARKING FOR t74 f CAS ; J ► - r ^l T'0 BE R.40VED r---- ' I / / ' g I 1I i �'Trn « '`—� ON-ROOF DECK ! 1 , - ! .► 'szM �\ �' I I Z TFI N I I I II H _ -- _ 28'-0" I I I i -��- .. / 1 ! -- - ,-- -�).�_.._- - - / }l^ _ .. �-. - / n. ( -C � .'_'•-1„ r - -l mow. /w . _ \ ! //- / '� +�,, -I ` �1 r T, (1� .. . �.k // I III �.- �,.•,. . .. .- 9 - ( sL1.LI11� �,. - LI _ �; 1 C.�. 1 t r I 1 CSL: , I DISP A`. �� ., ENC - 1E 2 /� _ - \ y 1' //. . �: ` / / +� _''` / I { 1' / ! I I lJ.. _ I (171 , �c�9 _ :�� •. . � / ��•�`, - ^ ' CAR 3 �. ,� 3 I O / / '� ;ty`�� /• / SII 1 r �� '7 \ '� \ / .- '� '6 J Y.. g- AJSE® oI PL , — ! J/ V ` / / / i y I • I�, 'I� BUILDING T (- I 25 -0 r �1 1\- ' / // `:�� \\. . . 1 � . I ' 1 of .\\ SES? STIU7• 37~. . !J I I i C TC�MEb { J %"� \ ; �. j, (�1�l )�E ° t ;.;� 'FeK`yAV`ING � I ,�O S.F. `� f / \`: / I ` -� y' PLAN - "' - -MPLOYEE4 I IE ED-�- -+ I 1• \� \ \ y • 0 .. UD J . r I qqIL / 31 - y a ( \ r) - G , ERr\ N T t:le arkin 1 I to Y P 910--<f .4 1 ► J 1 b 3� cb � - \ icy e = L} 3] �I /i I i CYCLO � ., R - / \ I I 1 �,1/V+ 01 - _ , / N. .S.xB /� /� I � o PAINTED s -- ----- -- ----- _ , c `� - 6 F E SHEET 37 G17DIN I - f �' n , _ GATE / 3 , ' I - - • �" • 1 _ c .} -LINES x r` T. PAVING c �I ) / ` (� PAINTED t.I)JF.� �' it 1! P -IXISTING , - �/I / L" i � "` I1I I1 o�- ' . G�' -.' o III , I\ 1 1 r•, ; c `° 1 � �l _b --- � / ,� �-,' ISPLA CAl LI] K • , ST RV F1 AC 0 45 '� y: �. - / a V v' 'V T- r, k - 4fi ti :r 1 _ - C �' --- 54'-011 18'-0" `- p3 i SES CIVIL ------ - T--�`' / / / s ss 4 ,w x 1/ 1, .. C - --- -,r- I / 154 -0 15 -0 46 -0 C'7 -- 01-011 -�- --- --�---- -- - - __ — / --- - ---- - - --- ---�--- /I W to Ln S . W . ,1 68TH AVE . SEE USED CAR BUILDING DRAWINGS I i I SITE PLAN north •i 1 t?.�,t:►t l 5W 68TH PARV:WAY -. r1r-- I t IF TIiIs DOCUMENT IS; I,Ess ' ., rll III �III 'll ! 11111111IIII X111 III III II � ;11 IIIT� T 1� [II III 111 III 111 ', il III 1i? 't 1i 1111' 11 11j III 111 Ell III III III 1111111 11 � ; 1i1 X111111 III ll4 IIIIIIIII ( IIII illl ! II LEGIBLE THAN THIS NOTATION, I I I I I ' `L I I I 14 15 I I 6 I I._.. APRIL 3 1994 1 _� — --- IT IS DUE TO THE QUALITY OF �`• -'= THE ORIGINAL. DOCUMENT. - — �-- — - -- - - -- - - -- - --- --r— E Z T811,7111 I LZ9ZZ �Z EZ Z iZ UZ 6I 8C Li 9i I I I I �� ILIII�Llllllllllll�IIIIIII,�IlllI111�1111 IIIIIIII �IIIIIiII )ATE NRS. NOTES:_- _— ----- ---- ��;� ARC 0 SEE SHEEN NO. 2 FOR EXISTING, FENCE - TO_BE FJWVED AND/OR ,REIMATED. Am J. McK KNEY �• IP - v Wk OF_0 _CLNTIE2i GATE ON DRTVE, c�( 209.98' ic l - - --' NEW CHAIN - \_SLIDING, LINK FENrE LINE OF---�--�' GATE (31 ' ) EXISTING N ASPHALT 21 f cn Ln i I i t ___FXISTINQI q* t f FENCE TO I M EXISTING REMAIN LAND MARK FORD y I �v I - NEW CHAIN \ 2'-0" - - LINK FENCE i w LINE OF ; - 0 1 '-0" EXISTING \ -- - ASPHALT / �+ 2 3 9.76 i CHAIN LINK . -B. CHAIN. -- GATE (251) PROPERTY LINE, FENCE LINE _ SE=RVICE/ PARTS BUILDING PROPERTY------ ~ LINE JCEYfER GATE NEW CHAIN I" ON DRIVE (LINK FT ICE cri —__.�.._ .. .. _ .. ..�. ..�.�� .. I — $---M--�••—___•— —y — — �_ ---- — -----tom— N ----__ - } SLIDING dl ----- jGATE (31 ' ) -. -_ USED CARS BUILDING M x z u H -� BI-PARTING t--LINK� CHAIN — FENCE CENTER GATE-7 SLIDING ON DRIVE r , 0 GATE (46' ) EXISTING 5' r----FENCE TO----.� NEW CHAIN REMAIN LINK FENCE l C13 -J o q _... .. .. . .. .. .. c TIE INTO 0 l_. TIE NEW FENCE �- -TIE NEW FENCE -- T- EXIST. FENCE INTO EXISTING INTO EXISTING �' C 0) I CENTER GATE ON DRIVE IA W) SHIM Na FENCING PLAN north 1 3 0' 0' 2 . 1 12300 SW 6631"1-A P()P'k''W0y 4 OF R7 .-. '.., i@,Yaw+.wn......-�.,�,_..`,—,.r.rr,a.r.•'arswwrww.w�ra.Mr..�ww,ar.�.Rs..a��git1MN'I!' i.�ua?+1MTne.w�1`+�!+r1P�l!M"Mot'er+#:!rt'.IAMR',!enM'M•.�'!MMN�.►`/k41MM4�+�'R'".41•.f.r.�,.wr-. IF THIS DOCUMLN': 1'S LEMS i i l ll�i I I I I I I I I I I I i l l l l fr7 I 1 1 1 I ' I I I I I '1 f 1 P1 l l III i l l ' li I l l l l l l l l l l i l i III I ISI I l 111 i ' I I I I I I 1 1 1 1 1 1 1 I ' � I � I ISI II � I I � III � 171 � f� ISI ISI hill I I ' I I I I I I II , � I � I ► I III I � I II APRIL 23 LEGIBLE 'THAN THTS NO'T'ATION, 1 " 4 5 II � IX94I , , r [TTFT ._ -------- L -- - ----.�- g�--- -`� I 101- 11 ( 1� , T IS DUE IG THE QUALITY OF — �.•r»--* THE ORIGINAI. 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S�•�. -+yI• _ I if-oil 3 TREADS 1'_Ll' \ if_ „ - '�� ` ( ,,• SLOPE; TO DRAIN - - I { • • SLEEVE 11 #4 BAR V 2411 O.C. ® i o eJ / . • L� -, BOTTOM OF CONTINOUS _ o o o TRENCH DRAB— - #5 NT 30TH SIDES ♦ � W 3" CLEAR OF BOTTOM 1 �� 4" CONC. SLAB \�- H = �. 6 12" 611 1�, 3"=1 '-0" 2"x8"x16„ W//4 @ 24" O.C. x SLEEVE v 1A ; (VERIFY) CONCRETE BLOCK CAP .EACH WAY �, CONC. 160 ; S J. G EXTERIOR STAIR - L 1"� --- aIAPE TO DRAIN �„-i �� _- (2) #5'S Ir, 3 in o_3 3ROUTED CELLH"x8"x16" — 4" 0 GALV. SIL. GUARD POST, FILLED GONCRETE BLOCK -- TJ TOP W/CONC. PAINT .d1 1/4” METAL (BROKEN-FACED) TRAFFIC YELLOWPIPE RAILING '51,;:RV'fCE (VERTICALS MAX. — �• kRTS 'X X1 " CONTINO I F_---- PA STEEL, CAST IN FLACE 8 0 0.1,. ) , - 1 1/41, PIP}: BUILDING TOP OF C NCR= DOCK i RAILING -` _ -- SILPE TOP TO DRAIN r I - (2) - #5's HORIZ�� PROVIDE •` IN GROUTED BOND BEAM , Ful. GRADE • % , " „ = AT MID-HEIGHT - P oX6 o ANCHORS i #5's VERTICAL a - ® 41-011 —_ I IN GROUTED CELL a O.C. .AT 48" O.C. - i I 'Z WITH 6" PIPE INSERT I I� WITH CUP PLATE f II �y OVERSIZE HOLE , GROUT IN PIPE SOLID CONC. ' RAILING. `--t- PROJEL ,u5 DOWELS - ( PIDiSTAL 2�1IMUM 24" MATCH 4" CONCRETE I .I SLAB WITri #4'si VERTICAL REINFORCING AT 8" O.C. - d !� - 1 3 I EACH WAY (SD)PE - (=) #5's HORIZ. IN TO DRAIN) O°: BOND BEAM AT FI,00 O o 2'-0" DTA. II Ll 10111 -- J " v FINISH GRADE -TOP OF CONC. REINFORCED CONC SLAB OR BUMPER /2XX1/4" CGNTINOUS A.C. PAVING P RETAINING WALL o -T — , STEEL CAST IN PLACE E QEF 5TRUCTIIRAI, {j p i' _ - 3/4 = 1 0 - rJJARD SEE SITE PIAN "SACK" FINISH �, II 'TOP OF CONCRETE DOCK - SEE STRUCT. - / _PROVIDE -� - 4: ! 2 s -�. V °' 51_011 .� r „*XG” o o l ) #5` CONTINUOUS • ' ' ANCHORS • ® 4'-0" _ 3" MIND", CLEAR ASPHALTIC CONC. PAYING - --- 0 " . 4"THK. CONC. WALK 20-01, 13 1'=1'-0• �---- SCORE LINE � 3 MAir . 4,+ CONC. WALK SLOPE TO DRAIN SED „ RADIUS -- — %/1 O `-\ '-o• b. •- u O e.•••a•- A�RFLATE - I �� SFS' GRADING PLAN VERIFf WALL RATE AriD 3 1*- 1•-0' #4 1 s x 3 1-0" DOWELS ° I r —�Y OTHERS ANCHORAGE CONPITT0r1 @ 2'-0" o.c- JOINT :`• e O ° p v o '. .� o ASPHALTIC CONC. 14 o PAVING 3 311= 1 '-0„ CONC SPACE: — E „ „ _ SWINGING GATE w W/#4. CURB 0 p LADI1FFt 6" PROVIDE 2 x 1/4 CHAIN LINK - r, - EZAT BAR CLLP'11T WITH REDWOOD SLATS. PROVIDE BA'R'S CONT• e. FROM WALL 4'--0" o.c. - WELD { INTREGAL LACKING HARDWARE,. TOP `� �� TO SIDE RA= - MATCH TRASH ENCLOSURE HEIGHT - � REND CLIP A21D , � `,, 3 1/. - 11-01, _ • D ALL SPLICES AIM' COMOCTIONS SECURE AT WAIS 0� SHALL HAVE 2400TH TRAiSITIONS I 6" 6" AND SHAIL BE FFiE� OF BiTRRS AND SHARP EDGF_r'. - I•-�`' I _ I . '4" CONCRETE SLAB-•BROOM (FINISH-SLOPE TO DRAIN tt •--- ----� r R.4 .3/4" RUNG AT 1211 211 x 1/411 - ! - c.c. - DRILL SIDE FLAT BAR RAMS �-- q RAILS AND EnIM RUNGS o I I •. T'rRU AIM WI..�D. '-i �I `+' ? _ �.— i 2" 1 �' 1 '-0" t� BEND SIDE RAILS TO it - r" �. ANGLE AT FLOOR AND i `� SECURE WITH }" 0 ~PAINT LADDER � ,--SEE SH - - *- i � � .. LAG BDL (JEOI SES SHEET 1 LANDSCAPING W !- M _ T&,L--=.- - — _ 1; ENAMEI✓2C � j ! iGENERAL NOTES � `� �. / - LO CONTINOUS ' I - - -_— . (� G E — – — --- _ �_..._ - - s #4 BAR• Q . o PAITIT SOLID -- �'•�` 3 ------14'-0" 'TRAFFIC WHITE '` AS SHOWN =MEET �� Nx ' 3 12 -9 _ 1 /� /� ^ �/` . -/lam C "l , ,/�-- , -�J• _{ }11=11-V" 3/411 ' 11-011 1-0" 12300 SW 681"1"1 F Ar-'f:-'WAY 5 OF 8"' a 1.•IP1.n.MAIM n./oflM -• I " IF THIS DOCUMENT IS LESS TII 111 '111 III III !II II . Illlli � III III I�! 111 T11 1-IT 111 II'I11! ll! 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DRAWING 0 STOR 0 0 STAIRWAY r POCK a` ° 0 0 — ENCLOSURE 0 TOOLS D OCK C14 I HOUR WALL 0 I m0 0 INV & OPENINGS 0 0 0 10 0 LO ING 1 0 OFF SERVICE 0 MA �—M—T=— PAR I %J 3 WILL 0 CALL BUILDING 0�- PARTS STORAGE 132 0 : ECK PARTS 0 . --OD 00 01 H4 SERVICE 0 Li OFF • WAR o. 3 L 0 0 kIB 4 HOUR AREA 0 -- - -- - - - I T ASHI FF STAIRWAY OM I I SEPARATION WA LL 0 RETAIL PARTS i ----& 3 HR. OPE GS ENCLOSURE 00 �Lo 1 HOUR WALL C'41 3 & OPENINGS 4 .3 111116 RITE— F BOOKER OFF F 00 4- . "- : 11 ,'( CASH RENT c1q I "' - -]T7L tilt _ _ _ 13,2 CANOPY ECE A 00 WAITING CHILD OFF F ool B2 7-4 4 r R ITE-U w z D C 4( 421-011 / B lip 8 1 off 921-811 42 231-611 661-01, c 4 u 7 ' 0 17 L- 0 w o cz E >1 a) w s< x u') KEY north MAIN FLOOR PLiA 0' SHEET NO. 1.23,00 SW 68TH P"ARk WAY 6 OF 9" 4W tf. IF THIS DOCUMENT IS LESS I 11,17T7 ( ( II I ( 1 i 1 I i I jj APRIL 20 1994 LEGIBLE THAN THIS NOTATION, 3 4 5 L81 10 11 No.36 IT IS DUE TO THE QUALITY OF T T Ei -31T, TOTTL THE ORIGINAL DOCUMENT. III�IIII IIID IIli�lll4 ffl 9 I'll'i '1 711111111`11 (6 16 4 A 8 SERVICE .0 1 N IC pAHIS BUILDING I 7BLI)7ING 1 10[e 1 g` 4 (" 5 '6 g 11 1 15� 16 ► (�1'� LhCK . 1�1cICP n 324'-V" - 36'-8" �. 28'-0" 28'-0" 4z'-0" 8" 47'-8" 35'_411 26'-4" 26'-4" 26'-4" D C _ B (-!�8-'�. ► � E_ _ ► O' � A 13 _ -- — --_ J - -- ----- 01 f 4 QI \ 0 LUNCH. �� Ilk 0 �� I � I • -- _-.__- — - -- -- -- - --- - � __ —wAY � __._ ---- -- ___ _--- SERVICE STAIR - ENCLOSURE PARTS �) 1 HOUR WALL j _ , � oI BUILDING b OPENINGS -----� � ( %LOCKERS H4 T- -- - —_�, 62 A e • 0LOW __-P RTS STORAGE -- --- - ---- - - -___._ .. �.� -- - '�--- 4 HOUR 01 �� 8 AREA �) b1 j SEPARATION 0� WALL 1 � � II � - 0 /j q 01 - _ ..� 0 [iSiTAIRWAY � � ENCLOSURE H OUR WALLS 0 °° co / Ik OPENINGS -J j ! i �, �;I i � www�www� � i� 0 � i .e�wwwwwwwwwawwwwwwww UNOCCUPIED -SPACE - \ Ina -DE' �1�.E I COMP. iii1lijaST RIDOR OFFICE r\ r� ROOF BELOW -�- -__ -- - . _ -�- -_-� - - - - --•------ - --- -- - . --- - - -(F.6) I j - OFFIQE OFFICE GENERAL - ` A b _ �ONFERE NCE i I i I I � I w z _j , 33'-0" Ci '�- 28--1011 p_ .23'-6" 7 -2 h /'1`\\ L N cz 421-011 `-N' - 4 ' 351-411 sa'-o" -. I 1 t,6'_O" 0 9 (10 12 . (14 14. 17 v o u. a � .. � W. o 'n KEY M UPPER FLOOR PLAN SHEET NO. north It16•- 1'-0' _ _ L :1230(0) SW 68TH F'(•.kRKWHY r 7 nF 8.1 . . . I .. I-_.II I I II � _11 � 1 J � I � III1 .�. .IF THIS DOCUMENT I5 IES Trririiri�Ijiiiiiii � � i � � iiii � il �T riiTii � i � � '� t1r ili � iirrrrir � rrili �li � l � iiiliil�� lil �li � li � � i �lilili � Ililiil�l� � - �� 2 j 3 4 1 I g _ g 1� APRIL ��3 1994 LEGIBLE THAN 'I'Fi [S NOTP.'I'IOV� 1 --`�_ � —��__. I9 IS DUE TO THE QUALITY OF Ni J6 THE ORIGINAL DOCUMENT. -- -- - - - — -- _ £ ti, 8ZIF911 9Tr, t•Z TC11911 Z ill I OZ 8T 8T Li 9i 9i � 6i Ei ZT Ti � i I8 � �8jI �I( jII , I IIII� I i►► 11111.III ��1111III�I�II�illlllLII �IllilII�illllll�i I 1111 I� hill NRS. l � 1hCK J. t'clilllg;'1f �_ 3z4 11 p .� v04R,wk -- o 135'-4" 47'-8" 141 '-p" ► E g �, 8 8 ATE JOINT d AT EMX'IE OF N � g BUILDING LO'ATE JOINT AT CORNS v � '60 lime BRIDGE 1 L�oLArlo I _ - _ 1 _ _ � m JOINT � � ._-- - - --- - - ---- - -- -- _ ' by 32 r \ I m21 STAIRWAY L'rJnn�rr ENCLOSU E , 1 1 -8 JOINTS AT - - - L-H OUR ALL r Q ISOLATION `) JOINTS AT _ O I G+ 7 ^(p I sERvlcE i I 7 QUAL SPAC + - ---- JOINT ` 8 EQUAL SPA"Es I"`_ - it I --- f PARTS D I, _ BUILDING f iAT T AN _ - r Xj pA I N f T1 OUR O CUPAN 1 18 EPAR O (RO ) 1 -A �, ", / ✓✓ � ,,,, . = ._ ,J it i /'�/'I � ` a � I I i j I STAIRWAY ` a�- 5 JOIN' ; LONGITUDINA ,� PAINTED TRIPING ENCLOSU E _ �� _ AT 6 E AL SPACES I r 1 HOUR R LL i - - --_- — ---- -- -- - - - i �' `^ 1. I lT`_'PI� PENIN S LOCATE JOIN"r & O i i AT CORNER , I 10 Ic- I EXTRA JOINT AT SLAB - r . -- , RE-ENTRANT CORNER I I I 45" AT STAIR OPENING - --; t - - -- - --- -- - r -- _ - _ - - - — - - - - TYPICAL, AT BOTH STAIRS I ROOF BELOW I T NOTE: 1Q JOINTS LOCATED AT 20'—0" , f O.C. MAXIMUM EACH WAY. j —_ ___.--- - - -- - --. — -- 02 PER RECOMENDATION OF TREMCO, INC. USE GO BLAT V--GROOVE FOR CONTROL I W I JOINTS. J Mf lx E ► i C 3► -B, �► A ► 8 - �► 8 8 , c �,_p„ 881-011 r y 921-8t' 4 17 �c 1 4 5 . 7 14 o J 0 O r H � � W Y Q M W G LO KEY ROOF DECK PLAN SHEET NO. -�-- north - -- 0, 6 s - ;c►t:r SW v0'1 H PARI::'WA'Y 0 OF 01 rs�n ...:..,. —: .-.... ...._._.._._._ .. _..,._.«y.,,.,....,....... ...,....�. ..,.......,.�.......,.,•.N..�.,.,.._,.....,:.,.,.....�,....�r.w...�nM,�..r+..ra..r.,.a..M«».,...,�,,,,..,.ww,.....,.-...,r .. ..�,,.._..�..,� ,.� .,�.�..Y...�........,�,�...�,,..... . I-- I I I I I i T Ti f' f I I � I 1 I I ( 1 1 i I 1 I I I i f I I . .. ►�,,.,�.,... - ._�,�,... ... _ :. IF THIS DOCUMENT TS LESS -T11 I L I I III V I I I III I I III I I III 1 1IT i Ti. 1 1`I I II111 1 I , I I { IIT i'1 111 I I III 1 I ill I III I I 111 1 III { I I I III + I ' I I I I I I I I I I I I' I I I i i I I I ' I I I I II� ( II I I � I I I I I I L I I i� ,APRIL. � I 6 I �j I g 9 10 11 1111111 �' 194 LEGIBLE THAN '1'tTIS NOTA'T'ION, 1 1 2 3 4 �- -- �__--,� �_—. �' -� No 36 .- t I'1 IS DUE 'I'O THE QUALI'T'Y OF' THE ORIGINAL DOCUMENT. — -- — -----. -- -- - — ___.._ �E Z I f3Z LZ 9Z Z 61Z ElZ z�Z�IZ OIZ 6i 18i �1 '1 TI 'l 9i 6 [ Ei ZT iT i 6 I I��II{11111111�► II ILII {,111111►►111i ►�1 ►11 111 I►1►1111ii1i 111111i11iillll 11111ii111i 11fii1, I�IIII�►II�IIl►i►11111111►1 ►i►1111,1 ►1 �►1 �r 1 ) --G- --� ► D C—�poll g A ► C7� __ � ., �-- -,► �4 17 1 --- META'_, ROOFING OUTSULA T ION LACK c \, t'cl'I:;t1 ' , "DRYVIT'lr ILL10F [R 1'A. — --- -------—-- f, OF MT= T --- - - CONCRET'_•' BLOCK --- - - (BROKEN FACED)- - - --- ---- - - --- = - ------�'-WISH FLOOR -- t STOREFRONT Li I DLI I I Lp WINDOWS WEST ELEVATION r1/16 l'-1/16"=1'-0' 2 Al --� �F SERVICE N F PARTS BUILDING. BRIDGE0 --- - _. ---_ -- - -__ a 1 J.". PARTS STORAGE C i J. i' -t0 . Y OUVIR,WA. �L:Cy� PARTS STORAa OFFICE TRASH `► OF (B) L- - SECTION \ V 1/,611=11. 11PARTS STORAGE :; 1 E O } TRAINI 11 II II �Y 11 TPARTS STORA-. -.-.GE,, ,1 RETAIL PARTS �� CHILD f 1I. _— 1 I , ► - i L - • ` -1 B -� SERVICE ; 'l F G PARTS -- B SECTION 8 -- , ,611=, 1-011 ! BUILDING. � — EAD FILE GENERA PARTS STORAGE;; � � STORAGE OFFICE ' 4• .- . . ' 1 *SOLS MEN t6�H WAR UE �1 OFFIC DELI RECEPTION --- �' PA4iTS �I • A �C SECTION OH 8 1/1611=1 1_011 I r• 1� II I) • II rl II , II SERVICE II �I II li CANOPY 11 r UP - D S ECTION F> r >• 1 i ! I II SERVICE II i1 II j1 II I 'I II 11 1 M 7 E SECTION ' 14 -.-- _ -- - - - - 8 1/1 6 =1 0 tl 1. 11 IL i r. T b -- ___------ • IImo. �._ � _____. —.� -_ -- T-- - — --- Ca�la1FfCE COMP I TRAINING — _ 1 OOFF�r��`� � � N -- J. 11L � l 1 1 « r di r I ITT cn CANOPYflECEPTION CHILD OFFICE ! O 1 - a) U 80 F SECTION 14 17 0) 8LO,611=11_011 wC / I _ i SERVICE PARTS STORAGE li I I 1. SNEET M0. 1 PARTS STORAGE OFFICE rG SECTION , 8 _..... J.2700 4a 68TH PARKWAY i'► OF R. I II I I I I I IT �[II IF THrS DOCUMENT IS DESS I1IIIII li il�T7T 1 - i lII IIII I Irfr 1r� I 1 IIIII ( 1111111I M LEGIBLE THAN T (IS NUTATION, 1 3 5 6 8 10 APRIL � tI ) } C) TAE OF IS DUE TL .�...,.,w.•._...� _. . ...._.:.�..�.-_....._..,...r.�...... ..., - �.�._h„a,.��,�„�.,�___ __...__ _._ _�__._...._.._�....._.....,_ No ae THE ORIGINAL DOCUMENT. — -- — --_ Zi it �IIt I 8 9 IL 9 4 'd �E Z t�1d IIIIllll1llll lllllllll llllll Ullllll llilllill I1 IIIJIIIII llllllllllllll Iill IIII 11131, 1 I� MfL m was. 2 6 X21 , . ....... _._ __-- - _ 281-011 281 pn '-011 811, 1 1-411221-011 - - 24'-4" N x,11 181-411 1 1.,01v� 121-011 2 1 pu 121-0" " 1_ 11 � " n 1_ n � It 1_ n 1 n 1 n 1 " 1_ t1 - -t -- _- -- - --- - — -- _ -- 12 0 1< O 0 _ 12 0___ -,� 12 -0 - 2 12 0 LAC( !, t,ct:L,NEIf 11-0 I Iw*N �411 71 15 rc / 1 F YAf�i'ER, WA. 1AJ 60 �7 -- - - I of QV 18 TYP .5. COLUMN SEF STRUCTURAL,, 23 TRENC t3 , TYPICAL SEE FOR GONG. APRON DRAIN {' STRUCTURAL \ I L'IAIL SEE PLUMBING DRAWINGS GESJE:RAL NUPE: • . V �� ALL EXTERIOR WALLS WHICH ARE NOT INUICA`I'FD 1 - i TO BE; CONCREI'F MASONRY SHALL BE 1-5/811 FLANGE x 5A" x 18 (,A. ME "I'AL STUDS. )I " I- i ... I I 121 DRINKING l ' FOUN'T'AIN 7A I ' LAV. 113o SERVICE '� ' 1) I PATh"rF�i) PARTS STRIPING I 1..7�UI LD I1 G TYPICAL A.----- T SIP PE 1 8" PER_FT LOP' 1/811 P '• FLAT I _ 19 TYP i 1 I SERVICE I TRENCH G x 3 I 10 DRAIN 1 I .. J SEE a, ` I '11 '-0" (r2-- 11 1-0" PLUMBING a oI' i 35. - DRAW till IMGC's �' I - '--�- - -- -- - -- -- ------ ------ - - ----- --- - t- TY1 ICAL I y _ I•DR TRENCH \ T^ S STrrU�TUR��I DRAIN SEE - - — - ------ -- - --- \ R " F'D Tt��H _ I I SEE STRUCTURAL FOR \ - /DAIL - w 1 SEL Q 3� _ j 1 GONG, APiiON DETAIL \ �U' 3 J 1 I --�- - _- -- . 1+2 -- ---- SEE P •) - - - -- - I SHEET r I -- CONTINUOUS I 1c \ NO.10 I I DRAIN C? I AFF r l SEE PLUMBING - a l 1 PLUMBINGDRAWING S I DRAWING CO co — — -- - — I I PAINTED ^ /T.S. COLUM11 ` STRIPI1d',, E' • TYPICAL I TYPICALI F l I SEE STRUCTURAL OF � I I! i I 1 � f i ! p 11} / i 51M. 15 � T.S. COLUMN i 1 h 35• 5.1 ICAL --- - ------_ _ _-- \ --- - - --- -- - _I '�6" EE STRUCTURAL - - --> - � - 4- LAV - ----� r"' - - ---- - --►°° -- I WRITE UP WRITE UP WRITE UP WRITE LIP - -- -- -- - - - - - - - 2 - -- _ _ - — l— �� z oo - I ; 104, 105 I - ---- --- — -- -- - - -- _ --- - 1071- - I - , t 106 .--- - _ 1 1 - I 0 A --- - I (�O A 0 /` h A QFFICE 11 1-011 1 1 '-011-�- I 12 0 I 1�_ J TYP. Mew I _ -181-411 18'-4"--- -- 14'-0" - -141-0n I I I W I - ►_ 11 1 It (l 11 i 78'-811 I 141-011 14' '' - - - - 14 --- 14 -0 2 I-0 _ 221-011 1 1 1 ;(1 i t i I INSTALL owi jr, IU SI.TFPLIF.LI .. Jt DROP MASSTE-- ' ( 35.► ' CENTE;K VERIFY ► _ 71 SIM � EaACTTLLOCAT� N . LIN�'E 01' C0 Ic ROOF ABOVE I Cl CANOPY __; ► I SEE PAVING FLAN i ISH1;F-r 37 I W cz- - -a W E r� 1 a x.92 1 811 -- 421-011 !-4-l' �- - 131-411-- 1_ 11 1 n r_ n 1 n 3 4 - - ____11 1 0 14 -0 _ 0 e- - sMEET NO. - \1 ----- Tom. 18" REINFORCED— - 1 1 I 0 0 0 CONCRETE COLUMN ( SEE STRUCTURAT -__- -- - _ _ WRITE UP WRITE UP � ' WRITE UP - - ' 101 f--� I r i L11-0-2J I _ 103 . __LIbti 01' ROOF ABOVE MAIN FLOOR PLAN th SW 6R*TH PARI,:'WAY I Of 11. OF 83 -,s, ,: P..,,., 11l1rr11 ,-•. ............wr+ •nr..r«.waa.... -..,_..,..,- .: ...,..,-. ..... -...... ...._ _ I IF THIS DOCUMENT IS LESS "11r IIri1Il II1 111 111 111 '111 111 1111 11 III ifl �? T,t rrT T�t I�T i�I fII (II f�f TJr �I III III I I III III III III III I � I III I I IIIjIII ' IIIIIII III III 1111111 III III 1111111 ' ,� � rte"` I • I I 12� I I31 I 1 l r I 1 I �P�� 994 LEGIBLE THAN THIS NOTATION, l_------ 1�-__. 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THRU ROOF i b ROOF BELOW —SEE SHEET 13 FOR DRAINAGE NOTES CD c < Cal g 1 � O J O SHEET "a l i I r SECTOR (A)CH 1 north --.- UPPER FLOOR PLAN 1 qw 116"- 1'-0' t'I h.E Y i'lAv ;:W 68TH PARKWAY i _TI(III �111IIIIII III IIIIIJill SI IIIr11TTTTq1-p IIfIfrrrfr(Yl-rIIIIIIII I111(TIT II Ili 111 IIF THIS DOCUMENT IS LESS IZ � c I IIIIIII lIII III IIIIIII I III I IIIIIII IIIIIIIIIIIIII'II 1III III III—IIII�IIIA I ' fpplL 2 1994LEGIBLE THAN THIS NO:HTION, J 10 IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. - -- - -- _ -- - - Z 8Z L7 9Z Z 6Z EZ Z t�Z �`�IIIIIIIIIIIIIII IIII IIII IIIIIIII II'IIIII I IIII IIII III,I�IIII IIIIIIII II II�III'.IIII' 'IOSI ZI I IIIIIII�IIII�III �I �IIiI�IIII1IIIIIIIIIIIIIII�IIIIII Illi lllllllll� I l 6illi�lll ' ll1119111111(l4ll � 1' I�l£IIILZ �IIII�tIIIaI�rIuW»I . � (IIIIIIII I�II� I W IIIIIII DATE NRS. ► g � _ s 24 TO OR 1 ► rig 151 1s � - ) ► ID ( 1 ) A-- - - -- rI ' 9 - ~ .— --------- 3' - --- -- 26'-4 i 261-411 26'-4" 261-811 C_4''• ►r'}� O,-0" ,i 8'-V" _ .---91-201 ,-2" 1211 5. 44 ,,� ROOF ABOVE K ABOVE _..� I JnC� J. L'.e':i:.,.cY �!1 --------- _.___------- -� -- - _---� —. - - --- - _ 'per LOR. ot- VA IN I44 - 0p I � c 1) HRJCORRIDOR t �t 204 SIM LUNCH Lion r20-1 WALL 1�.. i 1 '-Un 4� 5'-01t ti11- 11 ' 21 '-011 ' � 11-011 - -- --- -- - -- ---VER 1 F 1" - _OPEN TIC LOW WALL � BELT --- — - - " , - CONVEY c yy ` CORRIDOR_ - - C SIM L log f _ �/ _ (' I 101-611 -811 µ'-V" I I llr ' r --- 15. I SIM — _ r LOCKERS h G 6�\ ---, _---- l ; �Al .E o DNLUIS WAIJ 0- ► ; NI SERVICE - , I PARTS --- � �,4,--�„ ; /� --- r 15'-411 BUILDING � � I 1G -6 -� I } PARTS STORA(F _ 1 -" SIiEAR WALL 'i 0', I = ------ ---- - -- --- --- ------- -- --— — D SET STRUCTURAL - 1:1� _' SIM r LOWS WALL SO ' r� f.� tit • -- - y 316, ' I ' 1 '-0" p II O 181-011 I • 4 HOUR T �• _- WALL , 16 SIM 1 i , SIM 281-1011 _ - -- - - r i.; I 14'-1�" 4r_61, 4 _2.� i 5• k,. ' Loi; WALL -- RAISED AREA P I - - SIM :SIM SIM SIM ; i 'F i't 4 1DUI3 W 2X" AT0.C. �' A1R ' h 0 83' . _ •, � I � L �' STA 891 , - - Z �C r - / 21 HR,� w, -;- r- 151 _ Sim I TELEPHONE/ FN 2 7 I --- � �1 -- I COMPUTER � - - 6=8i- 5 �?� � STAIR I'I �05� DEAD FILE = '' t 13 t 3co q �� 5�' �__ `-,�- 2 a -f i � 0/13 STORAGE `•i I hj 21 ` 1 F� ` 1 Ta_�T - ''—� a% (1) HR. _ •— _ I / -r3 I C 16j CORRIDOR tiS• �i i 1' 00 c?' � _ -;� �'-;�i� o � �,�cP�- I 215- � � � ' ,~y r�.�-- SUPPLI I iq- 4 - OFFICE -- I - - 2 21 �- �, 12� I 1 ok4 e2�1 3 > ;j �'�]iS�'c.•--ams 3 - 4 4.. .r '_0 t,; 1 1 y 27' -0" - - - ,�- 1 12 t�" t n 6 t_ 1 A 20'-6" Lff _ T C_A 00 OFFICE GENERAL OFFICE y.l 3Co taco nl � r n I •�- 22d 40'-0t� = r i C - - - - ° co Q ` /4Gb� _ - _ � - TRAINING .. 0 A A F 1 --� j lir _ 1J �� .• 1 ~ O If li OFFICE -- -- 1 _ o�' __ LINE OF i - c ll BUILDING , I ; _ .. .- -- -- - _ - -- BELOW • r -+; 451-61, 5'_2n 2'-off fi 26!-6' I 18 -0" I ' - --- i / =MEET N i ALL EXTERIOR WALLS . WHICH ARE NOT INDICATED J12rTO BE CONCRETE MASONRY SHALL I3L 1-5/8" FLANGE SE C TOR (B) ' \ -331-0" ,� x 5611 x 18 GA. METAL STUDS. - �; c - � � 7 2 941-011 IOU e �`�; n�f.h UPPER FLOOR PLAN 2 �;�.) SW 68TH ta�'k:UJr1Y 17�, (\ C14 , 4. ---ice-i 14 OF 8'� � ' U r Y P AN I � IF TNIS DOCUMENT IS LESS � f l I 'I I I ISI i I I I I I i l l l l l l l l 1 T i r 1 i f i 1 IE1111 II IT f iI I rIIIIIIIIlil1FTTT' i � f� f � lii � il � liAPRIL ��LEGIBLE THAN 'PHIS NO'T'ATION, I — 1 --- 2 - 3� -� 5I 6 S I 1� 11 IZ 1994� _ __ _ �_ __ _ __ IT IS DUE TO THE QUALITY O1' r.• --THE ORIGINAL, DOCUMENT. ti, � 7isir, LZ 8Z9Foll b7, g9i9FiiII IIit, II IIII III I IIII IIIIIIII) i�llll IIIIIII�IIIIII IIII IIII IIII�IIIII III �I�� I�IIIII7�111 III IIIIII � III IIIIII III�IIIIIII�I�lll111111 lllllll,llll�lllll Luilll.1111111ii�1111J1111.1ll11 Il�lll.11ll� Ii1�1111111111N1 Lj WTK MRS. SGU( Ith b ji) No � 16 ) COLLECTOR - SCUPPER 8 I3OX 8 ME'T'AL COLLECTOR -. PLASHING BOX 3 T• CAP y v7EY � -- CONCRETE - - t. VA+r�I.A`R, WA CUfAi - - ---G1IRADRAIL �_ 1 � SEE STRlJC1'RUA1. Sl ~y r �A 14 F 0 59 - - �� j 9 t LINE OF WALL •\ J ALl.�l./�lY Pico SERVICE PARTS BUILDING D ROOF 0. 00 Z?z G4 43 8 • � yam.. 3" CONCRETE TOPPING SLAB " O OVER RIGID r 'INSULATION METAL --- , ,I i FOR STRUCTURAL FLASHING 9 - CAP .,•.I JOINT LOfflQNS SEE DETA j FOR TY?ICAE -� • WATERPROOFING AT JOINI;S " I I ' }• GUARD RAIL 16 :..;,• © � -" —CONCRETE CUR B _ GUARDRAIL 16 SEE STRUCTURAL 57 _ - SCUFPER & 3 -__ \ -�- - - - -- -- -- - -- -_ - - - -- -- - - - - . _ �-COL�LECTOR BOX 32 SCUPPER & 1--METAL 1 ---- '� CONNECT TO 4" CAST COLLEC OR FLASHING IRON PIPE THRU ROOF BOX �j ''Ap -LINE OF o f - - BUILDING GLASS 'A' OR 'B' BELOW a BUILT-UP -•- ROOFING _ METAL - CLASS 'A' OF.'B' � FLASHING CAI, BUILT-UP - ROOFING�� ! = \ II a . I CANT- I i �--- MECH. UNIT D� t"1) METAL _ SEE M FLASHING -• �r CAI' I I ' c r c� NOTE: •. _ I � T UOF OVERFLOW DRAIN � 1� TYPICAL AIACf; OUT AND STEW I1()WI; ALL ROOF DRAINS. AT 2" ABOVE ROOF DRAIN •.- '�O I TYPICAL , CAL EQUIPNIF.;l4T TO BE � IGAL EA(,H ROOT DRAIN 0 .. .- ALL ROOF CURBS FOR N1r�CH1'+I1; ' - 3. �- PROVIDED BY THE GENERAL CONTRACTOR. LOCATE GURI3:> _ _._._.._____CRICKET_ _ _ TO PROVIDE DP�AINAGF ALONG ROOF SLOPE. VERIFY �__�� Mf FAL a L0 _ LOCATION A1ID NOMBEk OF ALL ROOF MOUNTED EQUIPMEN ' RSI TO DRAIN 5 FLASH]N WITH THE MECHANICAL PLANS. -r:-. DRAIN CAN - -- - -•--- ---- -- r_ --f - ---- - - -- _ - - - - CURBS THAT WILL BE AINCHORED TO THE ROO FRAMING o __ op ROOF OVERFLOW DRAIN __ ----- -- - -_- WITH SIMPSON H?.5 .ANCHORED AT 48" O.C. MECHANICAL -- CONTRACTOR WILL SUPPLY THE ARCHITECT WITH LAYOUT' AT 2" ABOVE ROOF' DRAIN sM�ET MQ OF THE UNITS. THE CURB AND THE UNITS WILL T,)E TYPICAL EACH ROOF DRAIN. 4 - -ME .AL RO�FING ; I Rl;'�'IWEL' FOR COMPLIANCE. ; 1 I h 1 U PROVIDE ROOF VE'JTS AT AREAS OVER ENCLOSED ATTIC COLUMN_ _-� ' LINE OF- - .- SPACES - ONE SQUARE FOOT OF' VETITILATION AREA PER BELOW - - _BUILDING-- - _• 1f -' - - - - - ` Ll.l RECTOR f A! 150 SQUARE FE)r'I' OF ROOF AREA. SEE - ROOF DRAIN r ! '" - I _{� 13 METI i, 10 I C A N"I --a r FLASHING _- �OOF DRAIN Z W } - _----- - - Af -- - -- — --- ------- -_ BUILT-UP OF, 'Bo -t 1 CONTINUOUS ---- ROOFING d north ROOF. .AGK PLAN o- 1 SW f.�i 1+4 PARKWAY METAL GUT'T'ER 32� \ � _BEY PLAN 'MA7�.w«�rn..ww.w..raarMt w +w.nw+.wrew..awit..e+.�wrs+w:m:.. - ,.e„r„rM„r,__ .,._....,.,.........-.... .. ._...:.... ... ..,.....�..,..,.,.=,.:._-:•••.—,....«.....,........n.w..«...-.w+.T..e+.uv................ .... ......,......:.,. ..,•,,.,,...<.rxe�NYwrrnu,:,.�ren.,....,. ....,.n,.w.,+....+!.ntn!w�.M'9w,M'��MNuMIMMfrwa IF THIS DOCTIMENT IS LESS T1. 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( � ot D.S g'7 SEE STRUCTRUAL • ROOF - - CRICKET -----•) DRAIN , METAL FLASHING—' . TO DRAIN • CAP `4 1—011 I , —CANT t I •I �� BUILT-UP ROOFING I SERVICE i MECHANICAL UNIT METAL i PARTS SEE)FOR FLASHING FLASHING i ` CAP g; BUILDING PARKING DECK RIDGE 00 S N 14 00 S ,2 i y li I .- 1 1 CANT'— � I I tic' w �► Q i II I SEE - s 51^�11 CONCRETE cRICKEI' - SHEET NO 13 ' 3" CONCRETE CURB i +� TO DRAIN - --- TOPPING SLAB I --- - - - - ROOF ---- i r OVER RIGID , '-' I DRAIN INSULATIO!� SEE SnET NO. 6 FOR C011TP,OL & ISOLATIO14 JOINT LCOATION< - __ -- ------- -= -- -= y E r SEF DETAIL�'�\ - -- FOR WATER SCUPPER_ PROOFING AT ISOLATION -- ; � 3 COLLECTOR • JOINTS "- BOXr3 27,700 SCUPPER & COLLECTOR Z Bu 3 i r 1 � l SCUPPER & - _� PROVIDE ROOF VENTS - -� -'BOXLECTOR _ GUARDRAII. 1h - PER NOTE Q - -- ' SEE STRUCTURAi. i CURB CONCRETE 7. _ CANT TYPICAL MECH. UNIT — --- - -- -- -- - --- -- - ---- -- L CRICKET � SEE 5 FOR FLASHING I I NOTE: r TODRAIN ----------,.---------------------- _ I / I ^q c1 . T}TICAL BL(�Ci, OUT AND STEP DOHm ALL ROOF DRAINS. A � ALL ROOF CURBS FOR MECHANICAL EQUIPMENT TO BE I PROVIDED07 BY THE GII3r�'kL CONTRA�.OR. LOCATE CURBS TO PROVIIIE I DRAINAGE ALONG ROOF SLOPE. VERIFY LOCATION Alb NOMBER OF ALL ROOF MOUNTED EQUIPM IT WITH THE CH�INICAL PLANS. CC ROOFING ( ALL NIECHAN CAL UNITS WILL SET ON MIN.6X6LEVELING I CURBS TH.A.T!WILL BE ANCHORED TO THE ROOF FRAMING r - I 1 I I WITH SIMPS N H2.5 ANCHORED AT 4811 O.C. MECHANICAL CONTRACTOR IWIfL SUPPLY THE ARCHITECT WITH LAYOUT OF THE UNITS. THE CURBS AND THE UNITS WILL BE REVIWED Iwai CafPLIANCE. .0 PROVIDE lI ` P' VENTS AT AREAS OVER ENCLOSED ATTIC SPACES - OSE SQUARE FOOT OF VENTILI AREA PER Q I 150 SQUAREilq.E ' OF ROOF AREA. SEE I I C a CRICKET TO •• — �,5/' PROVIDE LIMITIN POLE EASE PER DETAIL 3/28 AT •• Q �22) W ' I DRAIN i ' I LOCATIQIIS +OWN FON POLE MOUNTED FIXTURES ON E2. Y _ PROVIDE ROOF' VENTS AT AREAS OVER aCLOSID ATTIC � U r-- It SPACES. ST 12/32. .--. 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I III III III III III III III I 111 !1111 III f I III i'll 1111111 III III IIIII � I - ,� � 1 I �II I 4111111&1111111171 ( 1 I 1 8 I I I 1 � APRIL. 3 1994 ' `.EDIBLE THAN THIS QUALITY 'ION, � �_,� - ____h ---- —�—' �- --� I _ 1I 12� IT IS DUE TO THE QUALI'PY OF, 1LL______--___ �•�:�_ No.36 "�' ""' 1 THE ORIGINAL DOCUMENT'. —_ t _ _ _ £ 1 8�Z 9Z LZ 9Z Z fiZ EZ Z I IZ Z-8i 8i I LT 9I 4i 1I Si ZI I-TTi _ 1111 Illllllli,llll�llll IIII�IIII IIII�I!II IIII�IIII IIII�IIII lII�IIII IIII�IIII IIIIIIIII illl�►III IIII�IIiI I�lll llilllllll�lll! Illllllli 1111111 III►�IIII� I I�I► II►1111 � II I ►► ' ��1111�1� 111 I � � i i u III T Il.11lllllil 11�>.(�1�11�� 11�IIIIIll lll�llll lllllll�l�l I I�w� Ij HANDRAIL KILN DRIED 2XT"Aw c --- (SCREW DOWN) WITH ; 5/8" PLYWOOD ` RISERS TYPICAL I a - V H e 4) I f?ANDRAIL �,. IA �TYP. _ 1• �� _ SgTMI'SON i{U 26-? k 03 I HANGER — o zz 'X14�S1'RINGERS - J EACH SIDE AND FRAMING AT Cl2ITER SEE STRUCTURAL SERVICE 6 STAIR XPARTS 1301 SECTION �! 5/8" GYPSUM— _- - - r - BOARD /2 X15 1 "=1 '-0" 1 $. A op � (3)-2X14 STRINGS (1 )EACIi SIDE AND u, (1 )AT CENTER vl KILN DRIED 2XTREADS o Il I I I (SCREW DOWN) WITH 5/8"PLYWOOD RISERS �t Y _ I TYPICAL _ T.S�.. / P.T. 2X6 PLATE WITH 5/8"o DRII,T•Fn A.B. 'S AT ENDS - ` STAIR1130, SECTION N' �__ J� _.�._,� _..�. �IMPrC� A35 CLIP � I/2"-1 '-0" ONE SIDE EACH 15 STRINGER ... HANDRA IL" -HANDRAIL 2 J FRAMING - - - - -- - - - _ - KILN DRIED 2XTREADS / - _ - Zff SEE STRUCTURAL --- j . " (SCREW DOWN) ) WITH - 5/8" PLYWOOD RISERS TYPICAL rte - _�5/8" GYPSUM BOARD -- w*/a - - (3)-2X14 STRINGERS (1 ) EACH SIDE AND rt (1 ) AT CENTER DN l ` ! I -l'aANDRAIL 2 T SLAB I.\0 'S \ _p" c ST IR '13f ► SECTION -- 31-6" , 3). TREADS—A-, 1' CH 0 - / ° -- ---- 21-911 L� 141-1 ill C� t ---- ul 1 2 ` STAIR 3QO UPPER FLOOR PLAN --- 11211=1 '-0" z UCA < —HANDRAIL Ch M ui i I I I I I ?NE 0 co �' rJ I I ALL A13UVE , , I ; Q 3 ' --- • Z i I I I � I = I , I , , FACE OF _ , � CLQ He �IL I ! I ( f I w 'ABOVEI I j I ' WALL ABOVE_� = I F- +- r 15 Ou I - — — -- - - - r I SHEET NO. - ._'-_n _ . . 111-01 _.--- - --- --^---_ (18) TREADS AT 11"EA.=161-6" -- ---- _ ---- ' -- 31-611 . _._ 14) TREADS 9 11" EACH 1 '-pn _ 15 C/ I 4� STAIRIJ-67 PLAN I STAIR ]1LO] MAIN FLOOR PLAID J.2300 SW 68TH F'(tF�k:l►JFK r _- 17 nF 9•'1 ....,,...„.vYipl{RfM{T•rMt .Iweb.«YM, .,.mvm«Ar..M.awaiwiwww.,,....ri.w.x..Ve.. _—• . • ^ J I IIl iIi ! 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SIMPSON HU 26-2 HANGER,\ .. 19 I FRAMING SEE STRUCTURq4 I:ANDRA I a r- CAP DETAIL SE V CE 4- ►�; - N j lit (3)-2XI4 STRINGERS_ ✓ ^ c1 c��l - I `~' GYPSUM (1 )EACH SIDE AND , - - (1 ) AT CENTER °\I BOARD/ \� BEYOND -- -----KIL.N DRIED 2XTR.EADS - h (SCRE'W DOWN) 4lITH � . bl c 5/8" PLYWOOD - _ Gil RISERS TYPCAL UCT \\` I ii, Tom,• 00 HANDRAIL F.T. 2X6 PLATE - � 8�1 DRI r"" WITH 5/ m � A.B. 'S AT ENDS 11 I I - SOPd A CLIP _ a �} - - - -- — - --"` = a 6 3�� ✓ � (� SMP 35 5 STAIRS 208 SECTION OrJE SIDE EACH STRINGER � 1 j2"=1 '-(}►' I � I �� Ir t _';" .. � , X15.1 - . - T �- 3 STAIRS 208 SECTION - 4�, I .15.1, —�' --- -- e (3) - 2X14 STRINGERS ' (1 ) EACH SIDE AND II (1 ) AT cwrER c� % KILN DRIED 2XTREADS ! r (SCREW DOWN) WITH 208 PLYWOOD RISERS YPICCAL -= --- ------ --- — I LAB P.T. 2X6 PLATE ( — - WITH 5/81,o DRILLED ? TAIR '13 SECTION A.$. 's AT END6 5• 15.1 1/211=1 '-01, -- SIMPSON A 35 CLIP ONE SIDE EACH STRINGER I r� l t, fUNDRAIL - 1 co , 2. �. - -+r - -.- j I i .• ' c ccyj YrSMM - UP fA CO ----- - --- --- - 8 EQ'--- _ 161-61, U -- \ ( _ )_ TREADS�I b -b � - -HANDRAIL STAIRS 3 PLAN .- , „al ,-O« 1 1101, 15al �4 STAIRS 2 O 8 PLAN 13.1 , 1270C.) SW 68TH F'AR� -'Me:i IF' THIS t t t t t i t � j � t ► r rr r I t 11 III F l t � t � � t l l � , I LEGIBLE 'I'lIANM'PI1iSINOI'ATION• "1 1I1 II'I I( I I ! III III III I I III I I I i I I -i 1�11� TITP-47rll IT �r1 i tf f I III III IIT f I I I III I I I I I I I I I I III I I I I I I I I I I I I i I ' I �I I I I I III III I I I I I I I III I I I I I I I I I I - APRIL x'4'3 1994 1 2 I �� ►IIIT IS U `�1 _.5 �--6 -- ----'L— _ g . ^— 9 1 UE I'U THE .r....,+._ . QUALITY OI~ NO.36 THE ORIGINAL DOCUMENT. �— —_� �E 4z fl�Z LZ 9Z Z EZ z�Z IZ O7, 6[ 8T Lt �9i STi JT Ei Zi iI i 6 I 8 L 9 IIIIIIIII IIII�IIII ��IIIIII ��I ►� tltl!iilll�'�t� Itt�I�tII II�tIIt�IIIIItI�I�I I�IIIII�tIIIItIt IIIIItIi� Il�tlttt� ��t� tlllltt�tlt� ��Il��trll�tl�►►► I� l� jill 1161[,111118 �<�uttlti l�� DATE MRs; ��n �. ��::�.,�;�,c•r •cam ILL, ow s Isola b WA / 241-011/ 1-011 61—011 FP?: /ICE TS DINO -- , ---r-- T----5-- t-_—r =�—r-- ► 1 1 i 0, DN -- AIL i I -4 oo HMI RAIL �(D` sE� TRucT I �� 4'—711 3 STAIRS. 13 7 ROOF PLA41 i4 1 ) 1/211=11-011 o (3)-4X14 STRINGERS �I (1 )EACH SIDE AND J (1 ) AT CENTER , KILN DRIED 2XTREADS (SCREW DOWN) WITH -_ 5/81' PLYWOOD r RISERS TYPCAL \ _�-{- –-{_-- __-_– -- – _ _ � —_. ��• .. -•- HANERA I I IL -- I 0j `n ►► I P - - - 41_--- _ 111 1 �/m/, oz- N - 111 HAIMIJA L \`\ 18 TREADS @11" EACH = 161-6111 11 Ll 5 cc - ' I _ STAIRS .13 (13 tt I mss. �' 2 ~ UPrER FL OR PLAN ! 1/211=1 1-O" ♦/1 •- (3)-2X14 STRINGERS_ �. 00 (� (1 ) EACH SIDE AND ~ _ { O (1 ) AT CENTER '� ( 11' I \ 13 U t KILN DRIED 2XTREADS_- (SCREW DOWN) WIT1i 5/8" PLYWOOD - �--I I RISERS TYPICAL it �. � W C o I I I 1 I I I I I -t- HANDRAIL i { 'a= .. 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Z LZ 9z ZI 6IZZ 61 91 LT 9T Uil► lel llI 1l!!�atkl �llll 1IIl�IIIxIJ1111► 1,I ,I�IITI ' 1 DATE AGK 1. 77� GYPSUM BOARD OF 0<-' BEYOND l ---- CAP r i \ HANDRAIL DEl AIL �' BEYOND KILN DRIED 2XTR (SCREW �WN) WITH PI - RISERS TYPICALId AHND IL- 6. 1 r, TYP. - __ to N-2-IX14STRINGERS ` �/ SERvlCE (i � A`1'CCI:NTF..R � I I � !/ PAR � BLAMING (5) EQ. TREADS =4'-711 - � ------ 11 . . 5 STAIRS SECTION 4 , STAIRS PLAN . 1/2"_1 '-0" 15. 3) 1/2"=1 '-0" 53 Y . II jr HANDRAIL i --- - - 1HANDRAIL f KILIT DRIED 2XTREADS I i (SCREW DOWN) WITH 5/8" PLYWOOD - 1" TYP. ----_'— — — _ -=t- CD RISERS TYPCAL FRAMING `sTRUCTURnso SEE v Of cc so � _ � � i KILN DRIED 2}:TREP S - --- (3)-2X14 STRINGERS ` I �I I¢ •,- I w HANDRAIL —)I, �/ (SCREW DOWN) Wt I'H — — q � �-- --,-- /' (1 )EACH SIDE AND f 5/8„ PLYWOOD —� I - ---- / r�r (1 ) AT CENTER------ - - - -- - - - -�. -------- � - - --= - —. I RISERS TYPCAI, -+r -- - C 1 � I 2SIMPaON f1U 26-1 -. AGER CD ► �5.� � cc_ o -- ------ —- - - - - ` l - UPI H IL ' o� j ! I -'(3)-2X14 STRINGES I I -- --- --- - -- .I ` c (1 )EACH SIDE AND _ �, (1 ) AT CENTER II --—-- --- — --- ___ 00 , i � it1 YP T.SLAB -S_ - — -:---_--- --- -- -` `" r T co SLMPSON A 35 CLIPONE SIDE EACH I STRINGER -F.T. 2X6 PLATE 13 3/4" 7) EQ TREADS = 6!-5" - `-- -- -- _ 41-911 WITH 5/8"o DRILLED A.B. 'S AT ENDS 11211 SHEET "a -- � - %~ ,- - _ SECTION 1 � STAIRS413] PL 15. 3 3 STAIRS 113 ,SECTION 2 STAIRS 113 � SEC 15.35 5.3 � -- SIA 68TH 0 (IF �3 " �..• .a ,M.w.1.. �.��.re-+wrw,.,, e:r+•^.w�w..�.-tlnutw•.-wn.�,.,....�i+q.w: n�m+++..w.nwwe� ../.,.. rnr��+mn...m. ."1'd�'"�i'-+ ...• � .-�IIIEI II' ZI�II!IIIIAII Z I I ZIIIIIII9II'ZIIIIIJ11Z111�1�1116I1Z�1111111 EII I Z►1�1i�ll�lll7l.I I I�,I_I�I1I_I�ZI�iI_,l�lO1-1 Zl l i i�i1 l 1.I- l:r:_.1�II._I1.I:1l..l.l.�lf8i1l�l1 IlllIilIlIlLl!l IiIILII I 1�I9lII i 1T1-11(-I LEGIBLE THAN �l41I 1 I-!I II-IIi.-IZvI I�I—i.-II-III��1!1£111_11i111.'11111111 1Z1I 1tIl1l1lIl1l!I11 tllllIlIIiIll� III Ill1 11 IIlIllI l- lIU-IIlI8lIlTiIIIILIIIll'j1U1l1�ll�ll1�Ul1l1 l�l I4_I I ! !lIllI tllllllllll1�llllEllll ll�.Il.11.l.li.Zll_Il.Il.lI. lIlllljlilll�l�lldll„ldl ll ' APFIL 3 1994 THIS DOCUMENT IS LESS � I 6 1 8I3� TZ IS DUE 1O THE QUALITY OF No 36 8 THE ORIGINAL DOCUMENT. 8 - 1 8l�II rill 1111111L ,.,: .. If _DATS �.T.P A.J' F,L,� 1 .n'�' Y OW I f f TI r 1,01 LiA. WOOD IiANDKAIL(� II HANURAII, BRACKET- TCP. i 12' o r N 3/411 T&G PLYWOOD .` . 1 bit DIA. WOODHANDRAIL r2 � 11"- I �` SERVICE FARTS -- ; 3/4 T&G N ¢ ! PLYWOOD t I 1x2 WOOD'6L F.AT.SS BUILDING (3)4x12 STRIZi j �� 2_6 PLATE -- I 5/811 PLnK)0D RIS w 2X6 @ 16-11 O.C.' \� SUSP. ACOUS. • I 1 41 CEIL � . 2_c KILN DRIED WOOD TRS �) ,ING SECURE „ 2X6 framing ?.,X4 FRAMING 16" O.C: \ I TO STRINGERS W/ 3 LONG WOOD SCREWS @ 3110-C. 40 W I I' ,,/811 GYPSIJM BOARD __.._ to 5/811 uYP. BD. ,\\ o 2X4 framing co 1X2 WOOD CLEATS , , 1 — I T TERTOh; MJ"I'AL (3)4X14 STRINGERS" � — I � I STUD WALL ?_X KILN DRIED WOOD 'TREADS- \ Wa 3 t� / \� STA i F 2 2 2 SECTION © - c c SECURE TO STRINGERS WITH11" �` " LANG WOOD SCREWS AT o\ \\ I 1�. 1/2" 1 - 0• f 5/811PLYWOOD RISERS' lit BATT INSULATION t)UTSULATION ON 5/8 r. TYPE t1X11 SHEATHING I 112 _ \ I I 1 j" DIA. WOOD HANDRAIL 2 \ CY i _� - -�Ir-- - - ____ \ HANDRAIL BRACKh;P- TYP. 3 ------- - - _ _ - - -- o f 2 3 Q r r 2X6 TREATED PLATE, SPEC!iE TO - - CONC. W/611 DIA. X 3" EXP. BOLTS 3/4t1 T&G PLYWOOD: - - STAIR 222 SEC1'1'9N - __ u oto SEE STRUCT:''�, I - _._ a:� I II 2 w li (n - fir__ i I (3)4X12 ;�TRINGE.RS ' NI I i (G 5/8t1 PLYWOOD RISF,rZ:r - 2X KILN DRIED WOOD TREADS -- - - W�:ll HANDRAIL � �.xb p)ate 36j I SECURE TO ,'':RINGERS W% '111 j HANDRAIL RACKET LONG WOOT"I r,FWS AT 1i 1x1 WOOD CLEATS . .. DRAIL B 2 STAIR SECTION 15.4) 9 _T 15 -TREAD.-.-, — --- — _ - 23" 1 UP - -- , -- 12" --- - - - - IIIcm I I 2 I 06 II I _.._DOWN 0 r I 3 1-1011 UJ Cq MAIN FLOOR PLAN �2' a' �• 23 = ce 5 TREAD h ■i .36 _ SHEET NO. — U • 1 STAIR [2:14) PLA N 15.4.) 1 '2 _ UPPER LEVEL PLAN 15 . 4 _ STAIR [ 2221PLAN 15.4 1/2" 1' 0 1 ,,;,:_o SW 68', H PARKWAY 1 0F= 8"* .q "'IpMi1'...Ml,;,...sWn:klA{'elV%,.:. .. p_. ..........vMVMm........ ..m.,c..a., .....+.... _:...,,... .s.^r.� -. M14'IEII,..,w+wrT'w•N;'fMT!'i ' ,'$ .-.. yn IF THIS DOCUMENT IS LESS � I 1 —�—�r- 4T_f_1I(II_f—l f1 IfI1 11I(iIl IlII JtI-1 I1 S1I1 1I1 11111 — I . �—� -- 1 I 1 111 1 I1 1 fI T.EGIHLE THAN NOTATION, 3 1 I 5 � ' APRIL 20 19 4 IT IS DUE TO THE QUAIIrY O1I � r'o�e ." :...• 1 THE ORIGINAL DOCUMENT. __ L12141A�� I ZR� LZ 1192II3 � EZ Z TZ 0 61 9I I LT 9i 4i 6[ Ei Zi i6 8 9IIII IIII I II 1IIII IIII IIII IIIIIIJiI" II � l [1I�lil�l �1.Lllllllllllil11�111�1111►II►IIII f'E HRS.— ROOM FINISH SCHEDULE �� FIL BASECEILING TRIM W) ROOMNAME mit l iii-4- no in MW --Fai—T-7L I 11"t no In -------REMARKS 101 WRITE UP V.T FACT FAC-1 G 0 PAINT SUSP AC FACT -.0- 7y �.q 102 WRITE UPVT. FACT 4"A 8 FACT PAItfT SUSP AC FACT e_0* G-11 103 FACT 814r AP,Wk. FINISH NOTES:--- J�PILE_pP V.T FACT 41 R FACT W_ PAINT SUSP AC___1 1,� VAN 4 GB PAINT SEF FLOOR PLAN FOR LOCATION OF EXTERIOR hl."' „�SED MAT'I'S. 104 WRITE UP V.T. FACT 1 4' P1 B FACT SUSP AC_+ I?kCT V_cr I II SEE SPEC S FOR TYPF - AL1. WLATHER MATTING, 105 WRITE UP V.T. FACT -,CR.0 FACT G.B I PAINT SUSP AC FACT W-T (Yb. 2 OAK CHAIR RAILS - STAIN/2C, WOOD RELITE Fkki,,, - 1,,�I N-1 106 WRITE UP V.T FACT r A.B FACT G.B. PAINT SUSP AC FACT W-(r 107 WROTE V T. FACT 4'R 8 FACT GB P�t�"r SU' AC FACT W-W SEE FLOOR PLAN FOR TRANSITION OF FLOOR FTNI�,HM. 'JA • E 108 SERVICE CONC. a _w-ONC.BLK PAINT CONC BLK PAW S7RU%C7 PAINT I Gal EAST WALL OF SALES BOOTH 103 TO RECEIVE WALL VINYL - w"_ VARIES 109 TOOLS CONC. C.S.H. :014C.BLK PAINT CONC BLK PAINT EXPOS STR; PAINT VARIES FACTORY FINISH. ALI, OTHER WALLS TO BE GYPSIN BOARD - PAINT FINISH. 110 MEN CONC C S N. EW2C ZZ�WIKR_ MC G.B ENRC 8*-0* lop t--FACT MA G.B. • �,5 PROVIDE 5'-0” HIGH PLASTIC LAMINATE WAINSCOT ALL WALLS, WALL. 111--I-WOME.N. ___,___CONC C.S.H 1. - E N12C MNC NY PNO12C G,B ENf2C a,-(r SURFACE ABOVE TO BE GYPSUM BOARD E'NAMEL/2C. R1 __F_ACT 112 CORRIDOR CONC CSH C PAINT CONC BLK I PAINT G.B PAINT 8.0- RUBBER VARIES 6 PROVIDE 5'-0" HJGH PLASTIC LAMINATE WAINSCOT ALI, WALLS. WALL 113 STAIR &RISEA FACT SKIRTING FACT G.8 PAINT G.8 PAINT X T_ SURFACE ABOVE TO RECEIVE W1,11 V11;Y1 - FAC-MR)' FINISH' G8 1 114 TECK PARTS CONC C S.H 4"Rb FACT LC_ PAINT G.B. PAINT 1 e,'-(r RESTROOM TILES TD RECEIVE 2-COATS OF CLEAR SIL'CONF SLALER 115 FACT ALAS LAM FACT 7- (WARRANTY�Y CCIN�' C &H 4R B G.B PAINT G.B PAINT 8 Ar AS REQUIRED TO COMPLETELY SEAL FLOOR AND WALL TILES AND 116 LIBRA CONC C S H 4ke FACT i GB PAINT G B. PAINT e,_01 GROUT. r 117 OFFICE VT T TROWELED CONCRETE WITH SODIUM SILICATE FINISH OVEh - SEF FAqT. 4-A.B. FACT GB PAINT GB PAINT I — — `1`16 DELI V.T FACT. 4"A B FACT GB PAINT G.B. _._PAINT 8*-0" IPLAST LAM FACT PLAST LAM �2�3 SPECIFICATIONS. (NOTE: VERIFY WITH MANUFACTURFE POP G.I— GB ACCEPTABLE CONCRETE CURING COMPOUND. ) 119 'FOREMAN CONC =Rwga PAINT PAINT G.B. i PAINT 6-0- 9 SEE STAIR SECTIONS FOR WOOD HANDRAIL DETAIL, PAINT FINISH. 120 1OFFICE V.T FACT. 4'R S. FACT G.J PAINT SUSP AC FACT 81-T PLAST LAM FACT PLAST LAM CAWT SERVICE 121 RECEPTION FACT. 4-A B. G R PAINT SUSP AC FACT 10'-0- WOOD PAINT PLAST LAM FACT PLAST LAM 322) �O ATSTAIR LANDINGS PROVIDE LANDING TILES. __J_ ___ I - V.T PARTS 122 RETAIL PARTS --ET�_ FACT. 4-R B FACT G.B PAINT SUSP AC____ FACT I 0'-T WOOD PAINT PLAST PACT PLAST LAM 3-L22) I- IG (11 PROVIDE 4 '-0" HIGH PLASTIC LAMJNATE WAINSCOT (ABOVE SINK/1 I LD i NI % BEHIND PLUMBING FIXTURES. '23 1WAITING CARPET FACT 4*A.B. FACT G.B. PAINT iSt"ISP.AC FACT 10'-0' (3- BU 124 CHILD CARPET FACT f-A.B. FACT I GB PAINT SUSP AC FACT rw L2 .1d. PROVIDE 4'-0" HIGH PLASTIC LAMINATE WAINSCOT WITH TRIM I__1 125 OFFICE tAHPE-,r ��AqT 't"R B FACT GE1 PAINT SUSP AC ACCESSORIES BY SERVICE SINK SIDES . - �_Cl� - _(2-) - 126 CORRIDOR CARPET _FAC1__ 4'R.B. FACT G PAINT SUSP.AC FACT 81-61 13' 4" RUBBER BASE FACTORY FINISH AT GYPSUM BOARD WAT,LS, 127 RENT CARPET , FACT 4"R.B FACT 8, _FAI��SUSP.AC FACT 81-61 14, PROVIDE --COIOk WALL GRAPHIC STRIPPING FROM FLOOD, LINE 126 CASH CARPET FACT -4RIBI FACT 8 84' PLAST LAM! TO DOOR HEAD HEIGHT - ALL SERVICE SHOP WALLS. �__PAINT ISUSP.AC FACT PLASI.!AIM FACT 129 BOOKER-_--tom RPET FACT 4-RB FACT- G.B_+�INT SUSP AC FACT 81-61 15 PAINT-OUT ALI, EXPOSED PIPING, DUCTWORK, DOOR TRACKS, ArZ�_ A 130 STAIR &RISERS FACT SKIRTING I FACT PAINT iG B. PAINT VARIES GRILLES FOR COMPLETE PAINTED FINISH WALLS AND CEILING. 1 FACT I WOMEN C.T FACT C.T. FACT G.0 E G.61 i ENf2C T-V FACT PLAST LA 722 —_ PROVIDE PAINTED LINES ON CONCRETE FLOOR SLAB AS SHOWN ON -TACTAA JPLAST UAM FLOOR PLAN. IJ2 MEN C.T. FACT C.T. FACT 1 X_ --ERF2-C G8 EN12C 7-6" PLAST LAM FACT PLAST LA_7 7 FACT 133 JAN S V. FACT SV COVED FACT _W2_1ff G B E Nr?C 7-T 17 CONCRETE BLOCK WALLS - UNFINISHED. GYPSIN BOARD WALLS- GO 134 PARTS STORAGE CONC. ' a) (13) �ONC.BLK PAINT EXPOS PANT VAPIFS _4 — �,5 rig) JOINTS TO BE TAPPED WITH 1-COAT OVER TAPE AND NAILS TO BE SPOTTED 135 OFFICE CONC 4-kEl FACT G,B. PAINT G PAJNT e'-o° - _ I — — — ____ "' A TREADS C,24) h 11,NFINISHFI) - EXPOSED ROOF STRUCTURE 136 STAIRS &RISERS , FACT SKIRTING FACT -GB PAINT EXPOS STA PA*T — 49) (1)HOUR A.TAEADS A— G.� 19 STEEL COLUMNS - ENAMEL/2C. 137 STAIRS &RISERS FACT SKIRTING FACT -c 6-N-c-ETE K PAINT 'GB PAINT VA — (,g L10) R.TAEADS V_ I 138 STAIRS &RISERS FACT SKIRTING FACT G.B PAINT I EXPOS STR PAINT VARIES — 9" `W� FACT "20 VERIFY AT-',, INTERIOR FINISH, PAINT COLORS AND PRE-FINISHED 4 1 1! - 139 STORAGE CONC - C.S H. -CONC.BLK PAINT COW. L PAINT 1GB PAINT TO s,rAIR COLOR SELECTIONS WITH ARCHITECT AND INTERIOR DESIGNER. 4,A B FACT G.B.. �20 140 INVENTORY CONC C S.H. CONC_93� PAINT I C5jz_D_L_)�' PAINT EXPOS STA P114N7T 81-01 201 RESIN CURE SEALER.SEE SPECIFICATIONS SECTION 03010-03. PARAGHPLPH L 1 4 141 OFFICE CONC. C.S H 4*R.B FACT G.B PAINT GB PAINT 8--cr 202 WATER CURED CONCRETE SUBFLOOR (NO ISEALERSNEITH LIGHT BROON, FINISH. `142 WILL CALL CONC 4'S.B FACT GB PAINT G.B PAINT 8'-T PLAST.LAM --FACT PLAST LAM PROVIDE CEILING SOFFITS AT LOCATIONS SHOWN ON REFLECTED 143 OFFICE CONC C.S H. 4-A B FACT G B. PAINT G.B PAINT 6_01 C CEILING PLAN. 144 DOCK CONC. L 0N_C.BLK PAINT PAINT TO STAIR PAINT EXPOSED TRUSSES & BEAMS WITH (1 ) COAT PRIMEIZ & (2) 1 1 1 COATS SFMI-GLOSS ENAMEL I ____T_ 25 201 1LUNCH SV. FACT FACT G.8 PAINT SUSP AC FACT 8'-6' PLAST.LAM FACT PL.\,ST LAM FACT PLAST LAM 'NETRATING SEALER. SEE SPECIFICATIONS WEATHERPROOFING PE SECTION 03010. 202 LOCKERS FACT 4"R.B� G B. PAINT SUSP.AC FACT 6-6' 203 (NOT USED J S.V FACT 4-A B FACT G.8 PAINT G.B I 204 CORRIDOR _PAINT 205 CORRIDOR S.V __4-A.B FACT GB PAINT GB PAINT 8'-6 I GB 206 PARTS STOI�AGE, ZbNC 9U� (1-7) X ST_�UCT�� Pis VARIES (1)HOUR 207 COR;IDOR S V. FACT 4"A B FACT ZZ&C--gD�, PAINT G D. PAINT 841 (iji-Rd-OF� R.TAEADs, R GE REFERENCE SvMBOL'; ABBREVIATIONS 208 S1 AIR &RISERS I FACT I SKIRTING FACT PAINT GB PAINT VARIES — 9 Lo 209 TOILET S IV FACT IqR-15 FACT M R G B, ENM e'-0' — PLAST LAM FACT PLASTLAM Z10 OFFICE CARPET FACT 4'R.B. FACT G.8 PAINT SUSP AC FACT e,_T — PLAST LAM FACT PLAST LAM BUILDING SECTION SECT. NO BO - By Owner 211 TRAINING CARPET FACT 4R B. FACT U PAINT SUSP.AC FACT 81-0" — 6 FACT N40 �7 SHEET ON WHICH /2 , ECT. - Denotes number of coats __212-_WOMEN S V. FACT 4'R.B FACT E W2_C M R,G B ENr2c V-a, — SECT. OCCURS � 9 , V TA_C T NO f Ci - Control joint 213 MEN SV FACT CAB FACT G-B MAGS ENr2C 81-V — 7T.JR UP — CON TAEZT A Z� CONC. - Concrete 214 STAIR RISERS FACT SKIRTING FAC G.8 PAINT GA PAINT VANES WALL SECTION SECT. NO CSH. - Concrete Surface Hardner 215 JCORRIDOR S.V. FACT 4' R B FACT G 8 PAINT G,B, PAINT a,-cr Dr- FILE J SHEET ON WHICH DS - Do-onspout 215 STORAGE V.T FACT 4-R-B FACT Go PAINT SUSP.AC FACT 81-T KA) SICT. OCCURS TELEPHONE/ EN - Enamel 217 COMPUTER V1. PACT 4•R B. FACT G a PAINT SUSP AC FACT 8*-0Y rZZ SEC7. NO Ell Each Way 216 OFFICE CARPET FACT 4"A BFACT G 8 PAINT SUSP AC FACT all DETAIL SECTION 6 SHEET ON WHICH - FD Floor Dra-in 219 OFFICE CARPET FACT 4*R,B FACT G.B PAINT SUSP AC FACT $Ar SECT. OCCURS FACT. - Factory OFFICE B. FACT GS PAINT SUSP.AC FACT W-W CL) S: EXTERIOR ELEV. ELEV. No GE - Gypsum Wall Board 221 SUPPLIES CARPET FACT 4-RB FACT G.B PAINT SUSP.AC FACT S.-W 0 SHEET ON WHICH HO A (1) (1) A SECT. OCCURS MET Metal 222 STAIR FACT SKIRTING FACT G.8 PAINT G.B PAINT VARIES 9- PWD Plywood .0 _r_ L'y ARROW._ NDICATES i INTERIOR ELEV. ELEV. SHOWN. 5V Sheet Vinyl T PLAN SYMBOL CIRCLE INDICATES LK 3 SHEET ON WHICH 301 STORAGE CONC 25 CONC BlJ< PAINT t�,'ONC ,8 PAINT G,B PAINT 8--a- ELIEV. OCCURS TGL Tempered Glass 0) CT - CERAYJC TME E 0 ce) INT. ELEV. SYMBOL NO INDICATES ELEV. z 0 SHC)WN ON PLAN QT - QUARRY TILE H.M. - HOLUYW METAL ROOM NUMBER NO INDICATES ROOM NUMBER M.F. - METAL 1?,*E DOOR NO INDICATES ALUM - t1u+UMA TYPE, SIZE. ETC. DOOR NUMBER O'��afi; LETTER INDICATES SHEET NO. SEE DOOR SCHED. ALSO DOOR (A,B,C.) WITHIN RB - ",tfBBFR BASE EACH ROOM. NO INDICATES HARDWARE GROUP 140TE: Mark thus : means applied on , over, or. ; n . Mark Thus : "W/" means with 16 SW 68TH FIARVMA� 72.2 0 F F3 JTFI T111ill IF THIS DOCUMENT IS LESS APRIL 2 tr_1 1994 I III ' lI1IlIl III III IIIIiII III Ill VIII I ' LEGIBLE THAN THIS NOTATION, 2 9 10 11 l I I1 1 k - L.- .- _LL No 36 &"f=- IT IS DUE TO THE QIJAI,TTY OF THE ORIGINAL DOCUMENT . III�IIIlllllllli II{Il�Illlllllllllllllllllllll ►►l�l�►► 1111111111Wllulllaalull alp Il li��llu lull cill2al,111 F,111�jzl 111 illi�,, 1116 91 A. ni 11H H S 1::4:-:R:8��rrFo MW rE HRS. DOOR SCHEDULE DOOR NOTES: DOOR JAM13 DETAIL RIEF. OPENING STYLE ffmt- fin mat #n----- head b b _s1IF_1 WARE ALL HARDWARE BY DOOR SUPLIER LOT_ faa_ -REMARKS • K HARDWARE BY DOOR SUPPLIER KEYED .0 101A 6'-04 X 6'-8-* SLIDER___ A ALUM. FACT ALUM. FA WK 1. "chNEY 102-A 6'-0" X6'-8" SLIDER A ALU _. FACT ALUM. FACT ------ �i_ --k —AL_UM. FACT ALUM. FACT IIAV -RAGA! (1 PROVIDE ASI � 63_ok_t�� _64"-SLIDER A ___rA_CT —ACU-4.- FA (n2,PROVIDE MAGNETIC HOLD OPEN WITH SMOKE DETECTOR 104A 6'-0" X 6'-8" SLIDER-'--A ALUM. ACTIVATED CLOSER. LOCATE CLOSER IN ACCORDANCE X 6'-8" SLIALUM. FACT ALUM. FACT__�_ 7V WITH NFPA STANDARD 72E. 106A 6'-0* X 6-8" SLIDER I A ALUM. FACT ALUM. FACT PROVIDE CLOSER ACTIVATED BY HEATDIFTECTOR & �107A 6'-O" X6'-8" SLIDER A ALUM. FACT ALUM. FAC 7 v ELECTRIC OPERATOR. LOCATE CLOSER IN ACCORDANCE 108A 3'-n* X 7'-0* E H.M. PAINT H.M. PAINT 3 se 3 HOUR RATED DOOR/FRAME ASSEMBLY _3� [�3'�X 7'-0- E H.M. PAINT H.M. PAINT 5 23 23' _1_0_v �_Ff60_R_RATED DOOR/FRAME ASSEMBLY WITH NFPA STANDARD 72E. z 23 41 08C 3'-Oft X 7'-0" B H.M. PAINT H.M. PAINT 5----23 23, ,4 PROVIDE ELECTRIC OPERATOR. 4 -----21 3 T2. HIGH LIFT TYPE-ELECTRIC OPERATOR 27-0" X 12'-0" 0 METAL PAINT METAL PAINT 13 _-23 -KkffA-L PAINT METAL PAINT 13 -,-- 2 C!5)PROVIDE AT DOOR HEAD (IN COLOR TO MATCH HOLLOW .108E � 12'-0" X 14'-0" METAL FRAME) SIGN WITH TEXT "THIS DOOR MUST —777 12 HIGH LIFT TYPE 108F I i:b" X 14'-0" D METAL PAINT METAL PAINT 77.;�3-je 21 12 - HIGH LIFT TYPE REMAIN UNLOCKED DURING BUSINESS HOURS". THE SIGN 10BG 17-0" X 114'_011 METAL PAINT METAL PAINT 0-- 12-----W- LIFT TYPE SHALL BE IN LETTERS NOT LESS THAN 1 INCH HIGH ON A IZ-0" X 14'-0" H METAL 7_�A 10,85 OX CONTRASTING BACKGROUND. 108H _PAINT METAL PAINT 10-----35.1 i2 --m.11 13--- 35.11 IGH 'ff-,ffp-ff-- 1081 1Z-O" X 14'-Om D METAL i PAINT METAL PAINT 1 _7;f il m - 12 --23,1 HIGH LI +108J i�Z ;' X 14'-0" D METAL PAINT METAL PAINT 13 ---Z 21 - HIGH LIFT TYPE 0 318 108l, 1 IZ-0- X 14'-D" D METAL PAINT 13 -- 18 HIGH LIFT TYPE 0 DOOR STYLES 108L 14'-Om X 14'-0" 1 - - FTAL PAINT 10 - 85.1 , 1 0 H METAL PAINT ME 2 35.11 - HIGH LIFT TYPE (note: drawings not to scale ) 108M 14'-O" X 14'-0" D METAL PAIN METAL PAINT 13 - HIGH LIFT TYPE 23,1_9 ---21 - 12___----21 I'l 08N 14'-0*-X 14'-0" 0 METAL PAINT METAL PAINT 13 ---2319 --- - TYPE 4 kaim�uff . 1080 14'-0" X 14'4* -D META PAINT METAL_T_ PAINT HIGH LIFT TYPE 14,-0; X 14'-0" D META PAI-14T- METAL ' PAINT T 13 2319 21 11-2 LIFT TYPE-ELECTRIC T -231 Or c rRic oPER R -71080 14bX 14-4- D METAL PAINT METAL��AN 13 lie - 4 - 112---- 1 HIGH LIFT TYPE NOTE: WJU LLA_-,S 1088 14'.0" 'A' 14'-0' H METAL PAINT METAL PAINT 10 ,35A 12 3511 - I 13 -- HIGH LI ff-TYPE 08S 22"-O*J� 12'-0" D METAL PAINT METAL PAINT 17--- 2316 2-1 - r12 LIFT TYPE-ELECTRIC OPERATOR AT RA 0 4INGS SERVICE v 10ET 22'-Om X 12'-0" H METAL FACT META[ FACT 17_----- 23_ 16 �----27.2 - 3 HOUR RATED DOORFRAME ASSEMBLY T NA iotlu 3'-0" X T-0" B H.M. PAINT H.M. _5__ --2S 5- - 3 -o- PARTS .1 .... ..... TGL Y'V — __ TGL 109A X 7'-0" E H.V.--,- PAINT H.M. 5 231 low, 3HO 1_1 X 7' E H.M. `� 4- — UR RATED DOOR/FRAME ASSEMBLYBUILDING -0" PAINT H.M. 3-62 _y PAINT 11 1A 12'-8" X 7'-0' E H.M. PAINT H.M. PAINT gl__�__ 3621- 4 b" PAINT H.M. PAINT 36 1 11 B 13' 0" X 7'-0" E H.M. 9 X_7'-0" E H.M. PAINT H.M. PAINT 23 5 - 3 HOUR RATED DOORIFRAMif ASSEMBLY (.3) 114A -0 X T-Oft B, H.M. PAINT H.M. PAINT 21 36 21----- K1_4B 3-0- X 68' B WOOD STAIN H.M. PAINT 21 36 211 A --�_T4CT�'-Om X 7'-Om H METAL PAINT I METAL PAINT K THOWRATED DOOR/FRAME AFSEMBLY�3) -A15A 3'-0"x7'-0" E H.M. PAINT STYLi ALUM STYLE B STYLE C PAINT P.M. 5___ -ff5,_--z 10 -.3 HOUR RATED DOORIFRAME ASSEMBLY(3) SLIDING'S RELITE RELITE 1158 3'-O"-X 6-13' E WOOD STAIN, H.M. PAINT ?J_ Iff-7 116A 3'-0" X 7'-0' E H.M. PAINT H.M. PAINT _5- 10-- 3 HOUR RATED DOORFRAME ASSEMBLY (3) 117A 3'-0" X 7'-00 E H.M. PAINT H.M. PAINT 5---- 23 5 10 4&- 3 HOUR RATED DOOR/FRAME ASSEMBLY (3) 17B 3'-0" X 6-8" E WOOD STAIN H.M. PAINT 21______36 fl 1 BA 2'-16;' X 6-8" E WOOD STAIN H.M. PAINT 2 777W 1188 2'-1 U, X 613" E WOOD -STAIN —H.-M. PAINT -118C 4'-0" X 7'-0' H METAL FACT METAL FACT 3 _H_0IJ_RRATED DOORFRAME ASSEMBLY� 119A 6-0" X 7'-0' SLIDER A ALUM. FACT ALUM. FACT 7 1 X 7'-0- H METAL FACT-, METAL I FACT T 1�--13 HOUR RATED DOOR/FRAME ASSEMBLY(1) 120A 0' X 71-0- E H.M. PAINT H.M. A!NT 0 1q) - �D� 1 20B 3'-0' X 6'-8' E WOOD STAIN _—H-lik.- PAINT 21-,-,-315 zt----,4m .120C T-0" X 7'-0" H METAL FACT I METAL FACT HOUR RATED DOORIFIRAME ASSEMBLY 73 - ALUM 7 w" f 2-1 k X-0- X 7--0- F FACT ALUM FACT 1____--23_ D 2ROVIME EXHAUST 121 B NOT USED gZ_�_- L PORTS IN 21 C X-0" X 7'-0' F ALUM P_ACT ALUM FACT -i-, �ff 2 1 23; 7--" BOTTOM PANU 51-01, x T-0" F ALUM FACT ALUM FACT 1,-----23 -----23 7 -METAL F METAL FACT -36 1,22A 241-01, ), 10'-0" G ACI (VERIFY NO. WITH QWNER) 1228 13'-Ov X 6-90 E WOOD STAIN H.M. I PAINT ?1,----36 2j_------X1 STYLED STYLE E 0 22C X-O" X 6'-3' E WOOD STAIN H.M. PAINT Zl,---36 F In oe OVERHEAD DOOR (w/ glass fites FLUSH X 6'-8& E WOOD STAIN H.M. PAINT ?I ----36 217 i8 16 ,Z2_4B _j':bm x 6,-8, E WOOD STAIN H.M 0 PAINT ?1- -----3'6 2t -6 --- --- 16 25A 3'-Op X 6-80 E WOOD STAIN N.M. PAINT 3621-7-7 16 %0 _?I �6A X 7'-0& E ALUM FACT ALUM FACT 1 ,----2� 2 ----Zl 7 26B i 3'-0" X6'-8' 1 E I WOOD STAIN H.M. —PAINT "F-7--759 Z17-7- 19 -0" X 6'-8' 126C 13' E WOOD STAIN H.M. PAINT 6 1 HOUR RATED DOORIFRAME ASSEMBLY 26D 51-91 6 _4011TH-b-LiA RATED DOORFRAME ASSEMBLY .13'-0- E4WOOD STAIN 27A 13'-0- X 6-8- E WOOD STA-1-N H.M. PAINT 21, 36 16 2 '-0- X 6'-8" wobo - I - - 7F E PAINT 36 ?1 36 ,��T_ 3 STAIN H.M. 5 7 128A 6-0" X 4'-0" 1 H _-METAL FACT METAL] FACT * K 1129A_-3'-0" X 6-8" E WOOD STAIN H.M. PAINT 12,1 36,21 10 HOUR RATED DOOR/FRAME ASSEMBLY 4131A X-O" X 6'-8' WOOD H.M.- -PAINT_ TGL132A 3'-0" X 6'-8" E WOOD STAIN H.M. PAINT _21 36 21 6 1433A X 6_811 E WOOD STAIN H.M. PAINT �,i_3313 3'-0- X 6-8- E WOOD STAIN H.M. PAINT 211_-36j?1_---36_ - -k-34A -3'-0" X 6-8" E WOOD STAIN H.M. PAINT 36 21-----38 - 9 400'1 34B 3'-0" X U-13" E WOOD -STAIN H.M. PAINT 2t_- 36 21- STYLE — STYLE F STYLE H 34C X-0" X T-0" E H.M. PAINT H.M. PAINT 5 -----23 5 2 E THRESHOLD ALUM OVERHEAD OVERHEAD el 34D 13'-0" x T-00 E H.M. PAINT RM_- -0-A I_NT 5----- 23 5 3 PROVIDE THRESHOLD RELITE COILING ROLL-UP DOOR 35A 3'-O'-' X 6'-8" E WOOD STAIN H.M. PAINT 00 00 GRILL ---jei 37A 3':6" X -r-0" E H.M. PAINT H.M. PAINT 5_,7 25 -------23 8 woo;p' 37B X-0" X T-0; E PAINT 12 * 1 HOUR RATED DOOR/FRAME ASSEMBLY H.M. PAINT 5---- 14 37C 3'-0" X T-Om E H.M. PAINT H.M. PAINT 14 �T_HOUR RATED DOORFRAME ASSEMBLY(5) (X3-9A r-b- E '=H.M. PAINT H.M. PAINT 5 23 4-__---;23- 13 U-115 398 77-2-3 -o,- x r-b- F -TH.M. PAINT H.M. PAINT 5__- 25-S 40A 3'-0'* X E WOOD STAIN H.M. PAINT N141A 13'-0" X 6-8" E WOOD STAIN H.M. PAINT -142-A 3'-0" X 6'-8' E WOOD STAIN H.M. PAINT Zl----36 21 NOTE: WOOD DOORS TO BE SOLID CORE 1442B Y-b- X T-0- E H.M. PAINT H.M. PAINT 5 3 ✓ 11T43AX-0- X 6-8- E WOOD f_§fA_1NH.M. PAINT J----36 PROVIDE MINERAL CORE AND r4 4 A X-0" X 6'.-8" E H.M. PAINT H.M. PAINT 38 a 21 --- 11 k 7d 19 A r% — HARDWARE BLOCKING AT FIRE g4p 10'-0" X 8'-0" H PAINT MLTAL PAINT RATED WOOD DOORS '- 144C 10'-0" X 8'-0" CD H METAL PAINT METAL PAINT 144D 10'-0 x 81-0" H METAL I PAINT METAL METAL L PAINT K 4o` STYLE J 201A 20'-0- x 81-0" 1 FABRIC FACT WOOD STAIN PAINT 14 -H-50X�fED DOORT RAME ASSFMBLY WITH SMOKE GASK FOLDING J201 B T-O" X 6-8" E WOOD STAIN FABRIC -021A T-0" X 6-8" E WOOD _STKK H. . f PAINT 21 -361 10 .-'20 MINUTE RATED DOOR/FRAME ASSEMBLY WITH SMOKE GASKE7T PARTITION -"204A X-0" X 6-8" E WOOD STAIN H.M. PAINT 2t-- - 36,21 co 14 " 1-H—OUR RATED DOOR/FRAME-ASSEMBLY WITH SMOKE GASKET 0 05A T-0".X 6-80 E WOOD STAIN �_H.M. PAINT ;�l 9 v-020 MINUTE RATED DOOR/FRAME ASSEMBLY WITH SMOKE GASKET 0 36�2 7A 3'-00 X 6'-8' E WOOD STAIN H.M. PAINT 21 14 W01 HOUR RATED DOORIFRAME ASSEMBLY WITH SMOKE GASKET L i 07B X-O" X 6'-8;--- E_ WOOD STAIN H.M. PAINT 2-1-----M 21,---- 1 14 1`1 HOUR RATED DOORIFRAME ASSEMBLY WITH SMOKE GASKET -8A X-0" X 6-80 E H.M. I-PAINT H.M. _PAINT 5 5 A, 12 i_ OUR RATED DOOR/FRAME A�-SEMBLY �2094 f-6" X 6'-8- 21- _6 _11 10A _X-0- E -W-65b- H.M_. -P-A PAINT 0-4. % MINUTE RATED DOORFRAME ASSEM13LY WITH SMOKE GASKET PAINT -1 V?1013 6-8* K WOOD STAIN H.M. %0 6 &--720 MINUTE RATED DOOR FRAME ASSEMBLY WITH SMOKE GASKET SHRIET NO. 1 '211 A 3'-0" X 61-80 E WOOD STAIN H.M. PAINT Zt 21- 10 & 20 MINUTE RATED DOORFRAME ASSEMBLY 'm'rH SMOKE GASKET III ,;Vl 2A_- 3'-0- X 6-8- E WOOD STAIN PAINT 21 7--is M - 101 MINUTE RATED DOORFRAME ASSEMBLY WITH SMOKE GASKET ji3�A Y-0" X 6-86 E WOOD STAINH.M. PAINT_1-1-7--_59 21 4 1%;�l_6A_ Y_-_0'_X 6*-8' E WOOD STAINH.M. PAINT 2t-- --18 4 a 1- -0 X6'-8" E WOOD STAIN H.M. PAINT 21 8 -o"20 MINUTE RATED DOOR/FRAME ASSEMBLY WITH SMOKE GASKET 17 4118A T-0" X 6'-8* E WOOD STAIN H.M. PAINT N,2188 6'-0* X 6'-8* K __Wbb_D _' STAIN H.M. PAINT STYLE K �T§A_ E STAIN H.M. PAINT Zt--�W 21-7-77-7m FLUSH -OA- X-0- X 6'-8- --1 WOOD STAIN H_.H.M. PAINT 4 woo' e-- Of-FOLD 0,i A J' �X 8'-8" E PAINT 2 WOOD STAIN I- 2 _ 1-0,-t---,---l -HOUR RATED-,D-,-OOFVFRA—ME---ASSEMBLY 2A X-O" X 6'-8* E I Wp.q.D- STAIN H.M.- PAINT.- 123(X) SW 68TH F(aFi WAY 301A 3'-00 X 7'-04 E PAINT H.M. PAINT 7 1F IF T1119 DOCUMENT TS LESS -T I I f I t 14111 111 Jill 111111 IfTT p 111111�111flill 111111111111TI- APRIL 2 ir-3iF LEGIBT,,E THAN THIS NOTATION 3 4 5 6- '71 10 1994 ftiimr47"m 8T 4' IT IS DUE TO THE QUALITY 0 No.36 THE ORIGINAL D',)CUMENT. i Zi 11 �17 1�91— fl111111111Ld �11 113111 1111,1T 1yi 4i 1 11 11111 Ill 11 ItI'l it,111111711, 131, 1 lj,1111111all Z 11 F1113 ti 00-88 HIGH L -HH!GH LIFT FT =35- 2 ERVICE �11 0-Gi TS f 7PA R 3�_ E3- 2 3 2 1 1 PR_ lTE HRS. ,� q r 4� 1?�� 'cD 4 ��,. XEY J. ,7r,��.xEy • U V Ot1VER, A� _ � I LINE OF _-_ - - - RUOF BEYOND _-- SCUPPER _ COLLFf, 3 BOX e _ . <' --- - -- OU'I'SULATION. - - -- - - .- - --- ___,�- _ - - - - - -- - _ _�- CONCRETE BLOCK a` W --- -- _ -- �- - ---^-- i r - _. . � a - 111 - ---- ___- -- _-. _ - v - - _ - � RAILING _- -� ._ - FINISH FLOOR= _ .; f :r •r _ i T. SLAB ` ^SERV _hD ALUMINUM I L-18"O CONCRE'IT] ICF. DOOR r STOREFRONT � + COLUMN TYPICAL - �� - SERVICE (STYLE 'D' SHFM 17) SYSTEM WITH "DRi'VIT" H PARTS FINISH aclinSURE r -o BUILDING S n _ fir, S 1 RUCT'URAL ,1 . EXPANSION JOINT BLOCK /. 1 WEST ELEVATION �� ► LOCATIONS & DETAIL ,1 1/8 1 -0 •� D KEY PLAN PARTIAL 5-- 'WALL SECTION — y r T. PLATE SCLU'PER� -- --_ - - _ - --- - --- - - • - TAI ROOFING -- -- - - - - --- ---- --- --_- - _ COLLECTOR- - - -- ---- - - - - - - - - cr\ D.S - W -_ - - _-CONCRETE BLOCK- - --- - _-- --- ( ,� - .__ -OUTStII,ATION ----- - -- � __- ---- -_--_ (BROKEN FACED DRIVIT - - --- - ;, --•-- --- - ` -- --- - - -_.-. - __-- ZRtIL'TII�I,I;-�--_------ ------- �------_- _--- _ -_ -:�_._-�` �1ICTifflAl-----_- - -- -- - - _ _-_ • _ - --- --- ---- - --_-- --- -- --- _ CONCRETE I J FINISH FLOOR T.SLAB _ - _ _ __ -- - - --- -~---- -- = - - --- - )-- --------- - �_- . . - __-_ _- _ _ _ --TB$Uh"Eal31 _v _ - - - -- - ------ -- - - --- I / -- -- �' 18"m CONCI ETE L-COLUMN TYPl"AI, OVERHEAD 41 , \ WITH "DRYVi'1 ---�-.__ ,� SERVICE DOOR �t -' - FINISH A, , - �-0 (STYLE 'D' SHEET 17) - f WEST ELEVATION 1/8" _ I 1 -011 KkY PLAN H ' F 3 PARTIAL ~' L->WALL SEC-;-ION 5. IN h o M _ - - t - - - - - - - - - -- T-PLATE RAILING ---- - - - --- -- __ ---------- -- - - --- - _ _ - ---- -- - �,BRIDGE TO --- �13 FAR};ING DECK -- ---- �_ -_ - - ---------- _____-.-_._- CNC -- J 1 C --- ----_ - ------- �'T'RiTCT[ - ---- - - -- - - �E TYI' STf�TGTIIHAL. T.PT -^ l 0 - --- _---- -- _ ...-.__ - - _ --- ------- -- -- __ --- -- - - -- cd Q - - --------- ___ ---- - - I _-DUTSULATIOI,..----- - _ �� RETAINING I NING (DRIVTT) � . m O --- -- WALL — - - ------ • L — -- - - N SIE STRUC'T'URAL i - - •L.- r 18"0 CONCRETE -- COLUF4d TYPICAL- -- i x .. r- . I - WITH "DRYVIT" ( ty) FINSH FLOOR - TYF` TYP FINISH 41 -__ _ _ - _ FINISH FLOOR TSB �7- - ALUMINUI�1 -OVERH AD . - STOREFRONT _ - ---- SYSTEM SERVICE DOOR (STYLE '1l' SHEET 17) SWEET NQI . NORTH ELEVATION �f211 i 1—r�il - 18 , 1.x'300 SW 68TH F'FaFrk;WWY 4 OF 83 q Infix • n,l!.'M.. �OMl4NWa91.F.Nrna s::a n.:y- -.:.rc:'.. -i..... .. .•.R:,".......1f 1I''T !t 1 f , ' I I I I I I I I I I I I i I I I ( I I I I I I I I I I I I I I I I I I I I I I I I I L �^'•w,.. u.w1.IwIMMlw1 1m1 .airaM.Avwr"'"a1g1.11N1119A11M .,,.,+.n.«.a....:.-,n.n.. _ I F PHI S I OCUMENT I S LESS -f f l l !I I I I V I I I Jill l l l l l l l l lTT r-T I- I I f I I 1 1 1 1 1 1 1 T T I I I I I I I I I I I I I I I I I I I I I I I I I I I I r _ l II I I I I I i 11 1Z APRIL 23 1 99� x LEGIBLE THAN PHIS NOTATION, 1 - I Zl__ I _-�-_---I—� I `jam--I 6��I`�---I 8 �__ �U�V IT IS DUE TO THE Q�JAL1`C'l OF _ Nn.36 0•f. -'•"•• 'I'HE ORIGINAL DOCUM'EN'T'. — -- -- - ._ _-._____ Alliiiii�iiiiliiiiiiiiliiiiil i 111116 i�iui��«I�i` lii►al��ii�ul�ulil��►�il�i�� i�iiii� �• TE HRS. -- ` ,2 ARY — �� Yll. OVER,W - -- LINE OF' �2 =�Y �_ .�� ___.— —- - - 32 •�� ROOF BEYOND _ �_ _ - _ OF ir T COLLECTOR— ox D.S.---- ---- CAI, - — --- ----~—� :�:._- -- ._ _- - —_ ___._._. . .__--__ _ ( FAC -_ �..,, �, • �- . - --- ---- SEE MF�Cfi. . cy -- -- -- ------ -- ---- — -��----; — f� �:IIlrTti�L: TAILING - U�'T[JDIIV'�..•.---. ____. - ::.-- ---� . ___ _ _ _ ~---- - �_-:- —��—_--______ w-��-- - ----- — wen 30 m T.SLAB/ --- - FINSH 6OROVERHEAD 23 �3 SER SERVICE DOOR p (S= 1 D 1 SHE1 T 17) PA R TS A.. • EAST ELEVATION VATION ' — I I/x-111=a I 1-011 6) ,D I KEY PLAN ' 0 - -- - LINE OF ROOF BEYOND SCUPPER T.PTATE E TO >F4EGH PARKING DECK CONCRETT BLACK ---_---, __ ____-- -------- - UTS �1 RIVI ULT) 0 ION 3 � � 1� — TYP- _ == ; Vw _. -- _ RETAINING C1 - - — _ - - ___ -' WALL _ FINISH FLOOR j T.SLAB ..T ..� �• `•�. 4�• .t • OVKrEEAD Sq V Lv TlP. DOOR (STYLE IDI SHEET 17) EAST ELEVATION E OO • - 1 (DG , � z�� KEY PIAN (B"4 LINE OF 1 i ROOF BEYOND 32 T. PLATE _ 32 T. PLATE c/: F'IPE FiAILINC C _ F�on�D _ • . -----.-- CONCRETE BLOC B — - _ cz Sim _ -- --- < - REVEALTYP 5 — --- __--------—_ —_ - - - --__. _---- --- - ---- - - - RErAINI;N , � - - - f--;- CONCRETE BLOCK. -- -- - 3< �� DETAIL 3 `__ - = _r _ __�: _: — __— — -� ~_ �:____ I - __ 1�7, ----- -- --- -- -- -- O N (BROKEN FACr"D — - — =__ _; - — WALL, BL CON11 �r- -- I - __ - - _.___ __ SFS, SM URAL a) G I I 1 I UDS Q1 • I - 23 �� -- --------- REVEAL, ---_---- - SIM W X M Ico REVEAL , ----- — --- - -- -—_ __ �V — — -__—-- I - TlI'. ��. —— ----- ___ ---- -- 4 rf lf) T.NAB /FINISH Fl,(X � - _ �,11� con;RErE I -- --� – —___ -- •.• . • . ; i5 - Q I L� .I:7 -- COLUN4f 'TYPICAL WITH "DRYVIT" FINISH SHEET IMO. SOUTH ELEVATION 19 1.2300 SW 6P-IH Fl-1F f:"WAY 25 CIF=. Vit'?; .. 1i /a 1/1#Cl ,hlV, ,l•.,..M...<:•.wnl+.A�-+v....lM�.b.RWY .. .�N•N�'�!PI` I -»lM,w.n...,MfrRM4ey. ....n • I IF THIS DOCUMENT IS LESS SII III VIII tll tltllii III VIII tai III IIl III ITT C� �t C11 lIT i1T 111111 III IIl �l� II III IIIA I III III III I `t Ill Ill III I I 1111111 III III 1111111 III III IIIIII i' LEGIBLE THA i ► �- 11 I I I I I I I 10 I 11 112 ,APRIL 23 1 994 � N THIS NOTA 11 ON, I 1 I 2 _3�— 41 ,�_—6 8I- le IT IS DUE TO THE QUALIIY OF No.Je THE ORIGINAL DOCUMENT. -- --- — • - -- — — w —� t8l, Z9I IIIIII t E HRS. I SimypN�WA' T.P. O� 4 i7 N ¢; I PARTS STORAGE �� I �2 06 PLYWOOD M N — - I;A'IT I _ _ GYPSUM ' INSULATION' PAR TS STORAGE BOARD OFFICE m C, 134 L— I T.S. 285.00' _ T.S. ® s �J I _T CONCRETE SLAB --- _ �_ I - T.S. SEE STRUCTURAL ;1,� ) 000l •• SERVICE PARTS B� 1111j_24 - B Uf Lt�1NC I ;�� , SECTION +=2 0 3 nF 6 ri CONCRETF TOPPING __ q- •' I �5 J� SLAB OVER RIGIU�- INSULATION OVER WATERPROOF I � I l - -- T.P. I I � CONCRETE SLAB _ - - -- _ -- ---- OVER STEEL DECKING - - SEE S`"RllC:'TUT�AL - ., \ \ 'BA-1 INSULATION SUSPENDEDI ACOUSTICA DEAD FILE TRAIN NG m I I T.' .—COLUPI�T – --- — CEILING :.� STORAGE 216 ACO rlcnL 211 � TS STORAGE �-- BEYOND TYPICAL �__ -� � -., I � I a - ---- - SEE STRUCTURAI. 1 vS A'I'ION FLOOR JOISTS _ - L06 -- -- -------- - - -_ --- --- { SEE STRUCTURAL { '' ; T. _ SUSPENDED -- - - -_ _- ' 13,1'1"1' IN iLATION � I I ACOUSTICAL SUSPENDED_ I r _ CEILING ACOUSTICAL -- bDI PARTS STORAGE RETAIL PARTS CEILING I CHILD CONCRETE SLAB_ C"�1 12 2 , T.S. _ I SEE STRUCTURAL -- -'- I T.S. REINF'f:RCE D Co NCI��ir. FOOTING ; BEYOND TYPICAL --- SEEP S•I'RUCTURAL (B SIM ! � SECTION ' 7 -_CONCRETE TOPPINC;c / �. SLAB OVER RIGID ' I INSULATION OVER W ERI'ROOF MEMBRANE � •' � ,,.ROOF TRUSS Tp.' I 1 •• SEE STRUCTURAL I 1 - - T.P. - ' .Y.-CONCRETE SLA$ EE STRUCTURAL BOARD (INSULATION T OVER STEEL _.. KINd GYPSUM BATT' i — I `' BATF I T.L. • r _ SUSPEN FD_ w I � j – i.S. t�Ls:>t�v ACOUST[CAL DEAD FILE I GENERA OFFICE SUSPEN D - SEE -- �- ---- BEYOND TYPICAL CEILIN , ` _— -- 218 - STRUCTURAL _ STORAGE 216 � bo LUNCH ;YPSU"i SHEATIiLCKERS SEE STRUCTURAL — – -- � _�— ETLINC�� LO FARTS STORAGE — -- - :�ti •.ti tZ . 2 01 PLYWOOD 2 02 J 2 00] FLOOR JOISTS _ - _ 3 j SHEAT1iING 1SEE STRUCTURAL --- -- ---- Y - y SUSPENDED- ACOUS'1'I AL EXPOSED ACOUSTICAL INS11.,AT ON ALUMINUM I i _ _ _ GXPSUM STOREFRONT ! S'T'RUCTURE GY?SUM - ACOUSTICAL_ CEILING - - `WITH INSULATED aol KOARD INSULATION BOARD TOOLS MEN TECK. _PARTS , WARRANTY LIBRARY OFFICE- DELI RECEPTION GLASS rl = 109 110 11�, ^ 115 1t6 117 1 18 ` �121� -- t : p �T L , �� 77 T.S. 1 - -- -- T.S. 4-1 1t U C , t;UNCRETE SLAB-_ _-1 N -CONCRETE SLAB REL"FORCE _- -SEE STRUCTURAL r ' SEE STRUCTURAL -� CONC,F,--TE FOOTING W rn BEYOND TYPICAL C _ .��' �� .• SEE CTRtTCT[1RAh C S E CTI ON M oLo SHEET "a 20 12 0() SW 681H Pr-Rk:WAY 6 OF 87 1 •1 110ry1MeM M! l.ta".rel'!nl« •, !+ww!Y• m a.nr.'-,+r.w..c.m.ins.t.rM-.i..n qu.aunu.w,«.an.e,. e.+wx.w.r..nawm..,us.,...�.rw a I IF THIS DOCUMENT T a LESS "T�► I I ! �I l l III Ill III I I I �I 1 1 III III III I {I 111 `•T'1 T t 1 .0 1 1 1 1 1 1 � I l l l l l l l l l l l l l � • f�rf C l f i l l l I I I I I I I l ' II ( II ( I II ! I I I ! ( I i t I I I 1113 I ' 4 I I f �g I _-I--) I I g I I 10 -� 1� APRIL �. 1994 LEGIBLE THAN 'i11IS NOTATION, ' 1-� _� - •rrrru _ . 1 '�" IT Imo, NUE TO THE QUALITY OIC' THE ORIGINAL DOCUMENT. -- -,- - — - -- -- - - -- - - �S 617, 917 I LZ 9Z Z ibZ E7 �Z iZ I OZ fii 8i L�i ,'�9i 4i 6I Ri ZI It i 8 8 L (IIII I l I I l Ill► ►ill Illllllll 11 ll lllllllll fill llI111lIlilllllll��l►� ►Illlll�lll 1�1► ►-ll ►II ��i� ��►�I�I IIIIIIII III 11111111 IIII IIII Illllllllllll Ill fll III I lull! I II I I11, ,IIIill, IIIII it �lllllli il{II{IIIIIII�IIIIIIIII IIII ,III 1111 IIIIIII I! I� )ATE HRS. ca -� coNcfzE`I`E: TOPPING lWJL SI.Af+ OVER RIGID / I NSUL.ATION OVER •• ` �" i JWATERPRtX3 , ,`, _ OF __QY)NCRETI'. SLAH _ • i { � OVER STEEL DECKING r - � SEE STRUCTURAL. - �___BUILT UP ROOFING •• .� } T. P. TRUSS 1 4 3/4" LYWOOD _ �\ ;I (2) LAYERS 5/8" SEE Sx'RUCIIA?AL SHFA IMG � �. UM BOARD T.M. N ' GYPSUM c OVER STE E:L;STRUC'T'URAL I -- - - -— - do co T.S cc uMN g I — ---BEYbNli MPICAL TJEU - .: alp �l ( - "'--"- I SEE 5TRI;CTURAI (i BATT INSULA`TIOIV�� Iz I SERVICE - ' 4� m c=1 3 108 f -� - ----- SUSPENDED W 't�y ' ,o 11 CEILING -----�1 RITE U CANOPY PANELs� { :� F. 285.625 'T'.sT.S. F. 285.00 - — - - - SLAB L -- SE SEC STRUC�I'URAI, REINFORCED CONCRETE i -----FOOTING BEYOND TYPICAL SEE STRUCTURAL -� d ECTION C.� D, E F snrl ' �� _ �� I -- -- - -- _-- CONCRE'T'E TOPPING 27 • . 27. SITAR OVER RIGID INSULATION OV WALL WATERPROOF M RARE SECTION _CONCRETE SLA r , OVER STEEL D KING ( - `� O j SEE STRUCTUR 2rJ,x I ---- T.BM w� !) LAYERS 5/8"L�_--_--EXPOSED a, "SUM BOARD STRUCTURE 0\r:R STEEL STRUCTURAL \ int I �'�H I 1 � _ —� ____._._ _ — • M. T.S. COLUMN SERVICE BEYOND---� I TYPICAL I,� \ 108 SEE STRUCP, I T.S. I _ I --- - --.__� REINFORGM CONCRE Tt - F G BEYON2; _ j____CONCRETE SLAB_ T PAI, SEE ST}{UO'1 UISNL SEE STRUCTURAL , i E SECTION t b r C cc # © . t 0 •�e�iw:w 1 ca C r W c fA _._. 21 f 12300 ,W c�E3TH F'f•�FrKWAY 1 .fib 'Ma"�w• {. . s. _ - y,;,�, ,�,. �.rv.M,u,r.aw�mr.tl�.wxw[n�a.+.ef�,wwn+hr,n.s..••+llrvvw•s+.w,+s�..MkWW++rrYwMMe.:•a".r,wn,-:,w.wrypr�.�ylyWrM�.*w.�,. +F...... •„_nuy. ...... � . . .a1�Ma»rwrwo,u►+.www-w,.,rw�YUow.�'i.... .r..r,. . �►,- u.....�, .N�� ,..«.- 4+.rlr ,rM�'^•-•?-1. � .. ..... y,.1WM^r... ' � y, +�l.►"'xn �. Mme.. pq�"�' fit I I I I I I I I �I I .. � � � I I •� I .........,.. r " IF THIS DOCUMENT IS LESS Tr► II it ( I III III III II1 i iii til t�t til I1 1It til Tii I{ III ,I III I ! I I IIl I I ! I I I IIIIIII III IIIIIII (�I III III I III I I i 1 1 ICI �� I f 1 i111111711111illlill '18� 9 1 to AF�i�. 3 1 994 LEGIBLE THAN IHIS NOTATION, 1 2 ,3 51 6 — _—,—____� —_ 4' IT IS DUE TO THE QUALITY OF THE ORIc;i NAL DOCUMENT. - —_ -_-___ ._.__ _ -_ �_— _ _- TT _ -- -----r- ti �Z $�: LZ I 9Z Z 6Z EZ Z TZ OZ 6T $ i LT 9T 9T 61I ET ZT it I$ �L I III►iIIT1,IIII►III�IIII�IITIIT�iil►�� ullu,« L ��lu11111ilul,l� IOLTtll . lTE HRS. � ,16) (17)15 r CONCRI.:TI: 'IY)PPING �ACySLAG OVER RIGID 1. h1c1�1`NEY I , INSULATION RIGID ((�� Wk T'F PROOF ,i ffsRANE ,! VANCOR, WA. - At __ - - - OF _ —�- �. - - - _ I - _.._.� ._..� -- - _ T.S. COLUMN Ir 11 BEYOND TYPICAL W —— I I I I SEE STRUCTURAL Joe PARTS ST AGE I,i I I -+N V � [ i SERVICE I _.._ 08 cv� c _ I - � GYPSUM BOARD ON BATT RESILIENT FURRING INSUL- ATIOd _ _ m s -'I TECK PARTS I� , CHANNELS- III PARTS ST6RAGE_ I SEE STRUCTURAL. OFFICE GYPSUM BOARD JDIN c.' 114 " I I 134J I I RESILIENT FU ING I I , 141 CHANNELS -. _ T.S. L ! I L CONCRETE SLAI __ r �+ REINFORCED CONCREIT SEI: STRUMI AI. . -- -4 FOOTING BEYOND TYPIC SERVICE SEE STRUCTURAL PAR BUILDING SIM -- r ' G SECTION 3� CONCRETE TOPPING RIGHT 27 SLAB OVER RIGID 4 INSULATION OVER �_.,-' •' WATERPROOF MEMBWiF CONCRETE SLAB OVER STEEL, DECKING-7 1 I I `! SEE STRUCTURALo 1 T.BM. ___ - --- - -- I ; 1 r a - (2) LAYERS 5/8 GYPSUM BOARD I g I OVER. STEEL STRUCTURAL �. i l SERVICEw �_T.s, COLUMN _ H� r-+ BEYOND 4 TYPICAL � � � ► �' � . o ,. SEE STRUCTURAL I 1 —_ T.S. , I;�� _ ! T.S. 41 CONCRETE SLAB �'�� REINI'ORCED CONCRETE SEE STRUCTURAL - - - FOOTING BEYOND TYPICAL SE:% STRUCTURAL _L SIM G SECTION �S SIM LEF . (_G t 2 l;23"=1 '-0" ._._ 514 5 rt�5 10) (14 _ IT. PLATE 7_-_,___,__ Rt70F TRUSS �_.� I- - —SUSPENDED SEF STRUCTURE OFFICE GENERAL OFFICE ACOUSTICAL II TRAINING w 219 I 211 I CEILING T.TRUSS; , - — — _- I � BATT INSULATION > - � s • cc i _ � � ITT �n _' ` r - aarunrr ,ur \ rte i t _AQQUaTICAL INSULATION os gl SUSPENDED � CEILING PANEL-c; �--- y I i1 I ALUMINUM --- SUSPENDED p 50 STOREFRONT ACOUSTj 'AL CANOPY \// SYSTEM: RECEPTION CEILING WAITING I co I cn 123, � CHILD co OFFIC E *' C `. 1244'' 1251 - O Q T.S.> L-3 i l _ � T.. . — p l CONCRETE SLAB ., STRUCTURAL cl) CJS c E SECTION 0) -° � 22 SHEET 110. 22 123(-.)() SW 68TH F'F1FV'WAY :''8 OF 8 ws�IM1M' .,w.4 NM4.»rwn.r,rewti.�..,. , .w�►... � r ,.M,. .....,.,..... IF nHIS$ HM1itI IIIIIII I3li iil Irf-TTp4L 1_1 _11_T�1-j-1 1I�I I�fljII �` I iI II III II'1II'1II I � I I I IlIl ' LEGIBLE TANTISNOTATION, II APRIL 2 � 1994 I n ��5( III1 IT IS DUE TO THE QUALIIY OF _ No,1s tl7•"._-'�="'"' 1 THE ORIGINAL DOCUMENT. E 8Z IIIIIIIII �LIII ZIiII II8II�IZIIII�IIIZ II6II3 IIEllZllZ IIZll0111 I II6I�IIiIIIIIII9II�ILII1111L II�I IIIII11 tIIII I I9II tII I III4T IIIIII6I tI Ei III I IIZI tIiIIIIIiItIIIIIIIIIII i �6lllllllll18llll11i111IliG:i1W18111llu�l4lllllI llll�lbll 1�11E111L1!11Zllllllllltlll�ldluwl : �I TdIST VENEER TIES H#" 5/8" TYPE ' X11 ' •.) T! & FASTEN TO BEAM __ _,,. . Gypsum -r.----- � FLANGE AT 16" O.C. - - ! 01'I'RIII.AD DOOR X, SHFATHING 1'rRAP REINFORCI}JG I I GRID / IIARI%'ARI: \.,., I _ MESH AROUND E�3D �� INSULATED . _ �__ INT -- OF TNSUL. BOARD DIM. POINT DSI. { BUILDING PAPER I I GLAZING U 1 --1'Rt+1 101 30\�," I I . 1;:�,I.� GYPSUM I 1 STUCCO/ METAL.+4 ' � ISSI%I OU1 SULATION UM -- BOARD WITH ! til€: L - 1 I'II 11O01k ' 1'!'111 11 i; I METAL EDGE \ I _STUD -- - - \ +� FINISH j WALL I r- "• !_ —. ' \ STOREFRONT ALUMINUM 0'1 1.1UH)C.�( t 'I' 1'1 ( INSULATED x YSTFM Rl: �lhl l+ It► l 1C l I.I' � F: 1 � GLAZINGAti \ �r SEE STRUCTURAL, I ! I t;01., _ SI'I: SI I l ( 11'h.11 I �� ROD & SEALANT -. -- I t I, - i I TEMPERED GLASISI -`w METACONCRETE STUD I 2"x4Ae" w �� I BLOCK WALL. \ ALUMINUM SF.I: 5'I Rl ("}'l nr11. I.Oh :•I I . I 1 COI•. ANC:II()i:�; I \ STOREFRONT '- +! i I RE I 141YJ R C I N G - s o • •- SYSTEM _ - �_ SEE S'TRUCTUR.AL� -- ; 'I'L}'1' } METAL FLASHING „—.--•--T AT IiF.Ai) ONLY _-.-.-_ __-___-�-----�� ". I • � , ROU & SEALANT TYPE llx�� ,Yc SUM SHEATHING 11 j - 1�+ H 211 x 4 " ALTIMINTTNI- 7 , MULLION JAM�3 EAD(JAMB SIM) WRAP-_ _ _ " STOREFRONT SECTION / STUCCO (OUT'SUL,ATION) "_.11-0n 23 3 - 1311=1 0 / MESH AROUND BOARD RCING \ A r 111 x 4A." ALUMINUM --- STOREFRONT LUMINUM __--- J b ROD & SEALANT-----j' r STOREFRONT SECTION 1" INSULATED �.I'!.I'I } it'i - t GRID i ( ! GLAZING OD& SEALANT - - r*:rAl � � ,;- _ZIIY/�11 11 _ JAMB ` S�A i�1:1';l'Uii('I;',+. I'I. STUD -- -` I ---ALUMINUM � 3 3n=1 1,�r1 til'1: STRIY'Tl'-1i. WALL - I I STOREFRONT SYSTEM L 12 5/811 TYPi'. Ilyll III I 211 GYPSI►M A •` I� • ' - - SHEA'HIING + - 1" INSULATED -- 5/8" GYPSUM L - „ ' GLAZING BOARD W/ 1� TUCCO/ I I ---^- - - -O TSULATION ALUMINUM 4tCl 3 ' MB/HEAD METAL. EDGE FINISH A J _ S I --- ROD & SEALANT GYPSUM BOAR' SECTION \ -- 3n-1 1� Jf hOb'I UF. �x 3x:, 11. 2 3 t » 1'Fltl} l' SI/1" :1;;1) ;1tiC!!u:;;1+,1. V --` I " INSULATED BUILDING PAPER GLAZIN( CONCRE'T'E --- - F-- CONCRETE WALK FLOOR SLAB SLOPE TO DRAIN 0•• a°o o U • .yY 14 - � S i LL - ao, ° ° a . 1 INSULATED ALUMINUM 0 00; o ° o• GLAZING ENTRANCE DOOR V .....___. '}'L'I;I: �"1'1;1:1. t_:UI. :)I.I. 5'II'I'C'I'I'i;., O O JAMB • �o• 6ID) - ----4;")u A" (OUTIDE CORNER) ° °\ ° ° 1 1/2" - 1 r_Orr OFFSET AL,UMIIdUM ° ° o - - �2 3 – — `-Y :STOREFRONT SYSTEM 0�' ° a ° o °• T -7/�, 0 —BROKEN FACED v ° .. . \ ONCRETE BLOCK SEE STRUCTURAL U - • 2" x 41 ALUMINUM --� ._ /; --- ---- - --- FOR FOOTING^ -�. ° o ° STOREFRONT SECTIQN _ AND REINFORCING RRCING EENSTRUCTURAL �1O\\' MULLION 311-1 1-011 J T 6 SILL 2_ JAMB 3n�11_On - � - -- 23 F311=1 1— 2 , o �•3i • 16"x8"x16" 2"x4P" ALUMINUM BROKEN FACED s -- STOREFROI}T SYSTEM GRID GRI CONCRETE BLOCK 1" INSULATED GLAZING 8 x x 16" LAZIN . 8"x8"x16" • ` -_ -__ - _ -- I TYPICAL JAMB CONCRETE y I ; ANCHORS SINGLE GLAZING BLOCK %j _ _ I I \ I AT TRANSOM , � '� � i ., I. • � (2) irf 5 BARS IN ABOVE DOUR ' GROUTED CELL " (WHERE OCCURS "Zee �3 1=1 ' �. 4 ' o r� - _ - - -- ---- -�, - JA14B F . 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SUSPENDED STEEL DECKING O ACOUSTICAL SEE STRUCTURAL CEILING (2) LAYERS 5/8" IrGYPSUM BOARD COLUMN (2) LAYERS 5/8. BEYOND BOARD DECKING RIGID . (2) LAYERS 5/8 INSULATION GYPSUM BOARD DFEOVER STEEL PURLIN TION `D - - -- BEYOND CHARNEL GYFSUM BOARD (2) LAYERS 5/8" GYPSUM BOARD L 5A" METAL OVER STEELPURLIN PLYWOOD SHEATHING STUDS BEYOND PLYWOOD SHEATHING PLYWOOD SHEATIiING - T PLY.T.PLY. CN FLOOR TRUSS E STRUCTURAL A STICAL INS TION BATT IN LATION L— EDESEE PLYWOODSTRUCTURALPLYWOOD SHEATHIIv SHEATHING FLOORJOIST SEE STJCTUUL _ 8"X8'!X16' SEE STRUCTURAL CONCRETE8"X8"X16" LFIAOR JOISTS pt BLACK $ SEE STRUCTURAL T.PLYISMOOTH FACE T. CONCRETE BLACK SUSPENDED ACOUSTICAL 0 BATT INSULATI� °' ' ` STEEL BEAM CEILING SEE STRUCTURAL SYSTEM FLOOK TOSS STEEL BEAM EE Imr..TUSEE STRUCTURAL 2X4AT 2Q"O-C- CONCR;TE SLAB RIGID5/8"GYPSUM BOARD cSEE STRUCTURAL INSULATION I 2X AT16"0-COSUSPENDED S ACOUSTICAL CEILING T.S. COLUMN 0 • 1 BEYOND N —2"SAND OVER1ca VAPOR BARRIER 21-01' LO NCRETF SLABCO 00 SEE STRUCTURAL z" SAND over VAPOR BARRIER CONCRETE SLAB T I .5 RCED CONCRETE F FOOTING SEE STRUCT. Pf cj r3TSECION ' \ W. SECTION SECTION 01 -0 ,W 68TH PARKWAY OF8 % j1rf1I111I1111111111T1►I111 IIF THIS DOCUMENT IS LESS II1I IIIIIII APRIL 23 1994 LEGIBLE THAN THIS NOTATION 2 4 6 4 I— 0 ----I Jil—3 ` IT IS DUE TO THE QUALITY OF' 9THE ORIGINAL DOCUMENT, JL�_ I�8 E TZ ZG No 36 ► 'Lpo`^� , ' GRID DATE MRS. T� (RID (GRID) f;rlIn+ I r. �----_ SIM MELAL E LAtiH I NG d / �, METAL FLASH 8 I� METAL COUNTER E LA�,H 1 NG COUNTER FLASHING 2 � CAP FLASHING G12 METAL, J. mcj(;NNtY - --- - ------ - T'• PLAT I T. PLATE CAP FLASHING - •-� -� - __ - — - --- — — �-- --- METAL FLASHIhc � �-. � R,Wk U COUNTER FLASH I N(' BUILT UP ROOFING �, w i _-_ SEE NOTES y ; IT `-J CRICKET TO OF O DRAIN • ► L, CONCRETE _ - - SLAB -- - _ IGID �� - ----- _ PLYWOODINSULATION - - -- -- _. / - -- SHEA'T'HING - _- __ -- --- — `- - - - -STUCCO/ OUI'SULATIO WATERPROOFING -- -- - �- - FINISH OVER I MEMBRANE 1 _ 13A17 INSULATION --) BUILDING PAPER ac - 5/8" TYPE'X' -- GYPSUM SHEATHING ROOF TRUSS ( / ' ===4SEE STRI)C,,TURAI., - I ' rI> 5�n METAL, ------L---- STUDS I in !JDEI �- in STEEL BEAM *7_ BATT INSULATION STEEI. DECKING I I I ' ACUUSTICA:, SEE STRUCTURAL, -=-- -_ - T,BM. i r .SEF- STRUCTURAL �I I CEILING -- -' -- -- -- -_.-- ---__ - _ STM, SERVICE — DECKING �II - STEEL BEAM _ , - ` ,_�_ -. - _ - - PARTS — p SEE STRU(.'1'URAL I SUSPENDED °, I / BUILDING r----- �------=�-- # --- � I - ACOUSTICAL / - --_.. - I - _ -- - -- I j CETLING ALUMINUM �� -- _ - -- _ —�-- I STOREFRONT I r5 WITH INSULATE DEFLECTION I �� • 1-�-=- GLASS L (2) LAYERS S/8" CHANNEL ao I i I GYPSUM BOARD OVER STEEL PURLIN �- - (2) LAYERS 5/8" ---- I -- ;�. 13• ; �i BEYOND 1 . -51" METAL -- GYPSUM BOARD STUDS oo ; GYPSUM BOARD - --- - 4 - ---BATT INSULATION � NL1'k'OOL' , g� '1HEATHING PLY WOOD 8"X8"X16" SHEATHING f "; -' BATT INSULATIPN i '� FACE CONCRETE BLACK T I ----- FLOOR TRUSS --. __ --- - -- I / t--- - •. _ - --® _ . -_ - - - _ _ -- - -_,- ..—.. � ( y �f .. . - L \ SEE STRUCT�'RAL STEEL BEAM, - � ' -- - SEE STRUCL,L�RAL \_ �. r Ch ` OOF 'TRUSS - -- SEL; STPUCTURAL I _ P. 5/8" TYPI: 'X' c•i i « I 4 N I � GYPSUM BOARD .�I i .f - - - - PLYWOOD SHEATHING I � I FLOOR TRUSS 5i" METAS ---- - I v— --- r- I 5�" METAL I � STUDS BATT INSULATION STUDS ! I _ .PLY o SEE STRUCTURAL - - -- . .._ • � ,-, LEDGER SEE j A METAL STUDS _ _ � , � _ 'j � =�'' •.� � STEEL BEAM STRUCTURAL a01 ' I -- C24"- O.C. SEE STRUM t - - SUSPENDEDI SUSPENDED +- r GYPSUM _ I ACOUSTICAL _-_ SOFFIT BOARD - ACOUSTICAL CEILING CEILING; �• y i -- I ao I GYPSUM LOA.RD-� ALUMINUM j i, / fI STOREFRONT I I i i L,OQR TRUSS - WITH _ SEE STRUCTURAL i i - INSULATED of GLASS 1 0D STUCCO/ Ot1TSULA'I'ION o � c FINISH OVER j BUILDING PAPER i - - CONCRETE SLAB CONCRETE SLAB _ _��_ - 5/8" TYPE 'X' - GYPSUM I OARD of � - --- - - � CONCRETE SLAB - SEE STRUCTURAL -- R SAND 04'ER I '" SAND OVER \ - - VAPOR BARRIER I I 5l" METAL ` t VAPOR BARRIER I 2" SAND OVER eTUAS I VAPOR BARRIER j I RIGID INSULATION - - I BATT INSULATION I RIGID - -- 1 - - C ' ON • M n Y C _� .(' I' FOUNDATION & FC1U'I'ING � i N � 2'-_O" SEI STRUCTURAL _ (Y9 co ---CONCRETE SLAD 3 p SEE STRUCTURAL In 8"UT "a EINFORM CONCRETE F`-P-71M, SEE STRUCT. o A - - - 25 3 ' ,1-- W. SECTION _ 2 W. SECTION '� 25 ��'-o� _____ . 1 111x. SECTION ,25 ,- - i.',: E W 68TH PAPP:.WAY -- , 25 .I. OF R f I I I i I111111121111111111 I I 1 f' f I f I I I f I I I I I I I I I I I I I ,., , .,. .•, ..•.: ,... _.._. ...,.,..�..- .. ,. ._ I IF THIS DOCUMENT 75 LESS T III IfI I(I ( I III I I III I 1 17TT 1TT�f I Ifl I 1 rll f I III I ( ITT - I i i I III I I III i I III i I III f I III I I Illiil ' lllllll III III illllll III III VIII I ' II I I I I "� APRIL 20 1994 � LEGIBLE THAN THIS NOTATION, 1 3 — �I I 5 I 6 ( �— f --� —I-- -i-- 1� — it IT IS DUE 'I'O TIIF QUALITY OF ------ — - ---- ..+..+ ._- THE ORIGINAL DOCUMENT. — — 36 _ F1111111 9Z0Z f 8I 8I L�i8i Si 6ll 1111 ILII Illlfllll Illlfllll Illlfllll Illlfllll 11111611 I ILII Illlfllll lillfllll Illlfllll IIIIIII Illlf�ill Illlfllll Illlfllll IIIIfll�llllllllllllllll�llllllllllllll11111 I' lllllllll�lll! 111 Illllll 1I111111Illlllllll�lr'I ��} ` GR I7 GRI D'� T i METAL } 8 CAP FLASHING / Z/ 3�7 METAL jQ5 A K I• MrxlNritY T. ILA' CAP FLASHING Y✓1�,, -� — ' I YIO.. dVE4t, t FLASH AND FLASH AND i .-.ter-• y 1 COUNTER FLASH COUNTER FLASH OF ol& PLYWOOD 4 ' SHEATHING - -- BUILT-UP , CANT ROOFING -- BUILT--UP I PLYWOOD SHEATHIN; ROOFING CRICKET TO GRAIN �.�. c l PLYWOOD - �..T•YT'CY-'. SHEATHING 77-1-7-- STUCCO/ OUTSULATION T. LEDGER _ �,� BATT INSii TION � f ----- FINISH OVER f .. N BUILDING PAPER I �� ROOF Tr,USf R IiY�RdAI SEE STRUC RAL 5/8" TYPE'Y,' ' — _ GYPSUM SHEATHING /CF� USS UCTURAL SERVICE ----- rA PARTS BUDDING T_ _ SUSPENDED I ACOUSTICAL J �� 1 MTILT UP ROOFING _ -_ CEILING � I c� ! `rE LD PLY WOOL) SHEATHING A De r Lu METAL - �� ``' CAP FLASHING GYPSUM BOARD = 8"X8"X16" _ \� f N ;o �I BROC�Xi FACE �. 0 > l CONCRETE BLOCK l -n-- --- 32; -- - - METAL STUDS V 11r � \ C` 1 N I �� I N 'R TRUSS METAL ROOFING SE- STRUCTURAL I ' I OVER BUILDING , �\ 12 PAPER MEI-AL FLASH & �\\ ! w i _ ,{ CGUNTER FLASiING �\ �� PLYWOOD c) I ti; D SHEATriING 3/4"PLYWOOD ,.,. I j' SIIf:AT}fING — h � PLY `r \ SHEATHING i s '.PLY BUILT UP ROOFING v W LEDGER STRUCTURAL CRICKET TO \ DRAIN CAP FLASHING a- /— cxa „i \\ FLOOf I'R(?S CRICKET AS SEF. STRU RAL -------� �, FRAMING \,\\\ REQUIRF.0 TO I 3n 1 Ll DRAIN SEE STRUCTUR AL- \ c� II I -_- _ L ACOOSTI -- BUILT-UP - T PLATE IV, ULfT ON BUILT UP -- — ! i ROOFING _z �� I I GYPSUM PLYW00 I � u�� SOFFIT BOARD . SHEATH NGS----�� ``' I j METAL i I STUCCO/ UI SULATION 1 _ I ,I FLASHING i --- FINISI{ 0 ER I - F'.AOR TRUSS - ! I BUILDING PAPER I ! _ 00 I SEE STRUCT"JRAL I . I � -. --B�.TT INSULATION I i l i STUCCO/ OUTSULAT7ON I ` Com'• FINISH OVER q 3/µ" PLYWOOD i I '� 5/Bn EFIX" _ I BUILDING PAPER %•I. �' co SKUTHING _ �. I ` I _ • r --- GYPSUMS � THING I c 6; # N • _- �top __:_ � --=- -•- - _ � GYPSUM SNEATf}1NG �,� - 8�� mom ' ,,...� I 5/ TYPE'X' -- SUSPENDED OT. ACOUSTICAL cc �\ - ---- ALUMINUM T ( CEILING _ _ "TOREFRONT r % -- ( WI i',! INSULATED / p GLnSS CONCRETE SLAB_ � } JEE. S1nUc;TURAL 2 SAND OVER GI's LAM BEAM `- - r - 1 VAADR BARRIE?_ -- �� I i SEE STRUCTURAL N CON(�RI'I'E SL'�O RIGID _ i ! INSULATION - _ T corc. BLOCK Ql 0) f / MU- rAL S'T'UDS SEE STRUCTURAL ! � � AT 24" Q.C.; 1 - I Id cl 2 SAND OVER 2'_�"___ CONCREIZ SLAB h L� LO --- -- _ �- __:_ _l I • VAPOR BARRIER I T-- --SEE STRUCTURAL R.G I D INSULATION - .)115PENDED ' r CEILING GYPSUM sHE1ET N0. SOFFIT BOARD CON INUOUS I EINFGRCED CONCRETE VEN I I e FOOTING SEE STRUCT. I . ------ _ - 25. 1 TO E1.EV. 285.Q' T.S. 3-�` W. SECTION r2... � w. SECTION - W. SECTION ,\2 5 1/ \25.1 i C+ 5W 6Ft'f H Pf'dRKWAY 72 OF 0'' �,.-......w+�..+.,.•:r..c.w,,.r.+,w.+.•s�-,. ... _. _xWmaM+ n.on.:e++•.• :na+,..-_.,w.••-_.,._. -_...........e..M.we ,i ''»' /"_'.:M1IIAliAM►M.h..'^,iM1aYrwq *'nrM�. .. �.10MS .. 7rslww'n.. � I ' IF THIS DOCUMENT' I,� LESS T�t III �III III III III III IIIIIII SII III 111 111 1 ill 111 111 111 111 111 111 T1-I II 11 ! III 111 ill Ill' Ill !ll ! 11 ill VIII 4 111111 ! ' I �IIIII ! 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BM. _ M 001, 4 i PECKING rSE"R V C E ` \ ULDIMG r -(2) LAYERS S/811 - �� \ \, GYPSUM BOARD FLASKING OVER STEEL PURLIN - BEYOND 1 CLASS "A" OR "B" ! i - GROUT FULL OR g2_ (! — " PLYWO< D BU'i LT-UP ROOFING r � , METAL ROOFING F11.1- >-,/FIRESAFE SHEATHING ! OVER BUILDING SIM i 3/4" PLYWOOD I i PAPER ' r SHEATHING � --- - -_ --- - _ -FRAMING SEE STRUCTURAL -- \ - - -- CAP . P1. MET rU, T ATE FLASHING i - �l ' ROOF TRUSS � I i � ...-FLASHING -- \\II METAL SEE STRUCTURAL - �S" PLYWOOD - t I —PLYWOOD ! I I Cfi:CKh'I l SHEATHING ! CLASS "A11 OR "B" I 9 - --LEDGER ! \ ,I' . i� I-BUILT-UP ROOFING SEE STRL"TUBAL .�+,� SEE .5 I SIM -� Pf'.0`'. E SCEENED META -___ �, __ ' 1 - -- -8"x8"x 16" aW LOUVERED T Al } ' I I — — - - EACH END I PLYWOOD Z' CONCRETE BLOCK SHEATHING ROOT. "RUSS \ �ti E4ELAL ROOFING - .«+i I ( _ icy �•-_�__ I - �� PAPP BUILDING cv ALU-LAM BEAM ----r \� - __ ---- --- - - - I - - BATT I , -- STRUCTURAL I 1 I - ST METAL STUDS SUI.ATiON , -STUCCO/ EXTERIOR EXTERIOR i ' I OUTSULATION , MEl'AL STUDS SUSPENDED GYPSUM I I AT 16" O.C. CEILING PANEL ^SOFFIT BOARD '-` j cot N . �/8" TYPE"X1' — GYPSUM !",Ti-EAtHING I � -. - STUCCO/ - • �__--_ . ----•tr- ---�sy-�-=- � � OUTSULATiON ._ SUSPENDED Sim ' _SUSPENDED ACOUSTICAL BATT INSULATION- �+' o, 5/811TYPE"X" � , ACOUSTICAL _1I GYPSUM I� j M CEILING 5/8" GYPSUM-4 •. CEILING SHEATHING I ARD SYSTEM BO oI vl GYPSUM j Q _ _- _ _ _ i I I m BOARD _ i �, -- ---- GYPSUM P.T. 2X4 y f I BOARD UMINUM ` ALUMINUM - AT 24" 0.C. {� ! - TOREF'RONT - O SYSTEM STOREFRONT i SYSTEMS . - 2) I /- •• O BATT ♦•-+ I , I of INSULATED r ' INSULATION } 9e-- 'IN } ! E.I - GLAZING GLAZ ING NG - - �� N 0'i V I ____CONCRETE SLAB 8"X8"X16" _ I 2 I SER STRUCTURAL BROR12 FAC M c CONCRETE I CONCRETE � Ij /\� I 'IC) ELEV. 285.0' T. CONCRETE a SIDEWALK SIDEWALK RIGID INSULATION `r --- - ----- BLOCK i LOPE E.. SIAPE ( - - - - T.S. I __- - - -- a CONCRETE DRIVE --- -- -- -- e - - -- � e J o`� e o , P• L) SEE CIVIL DRAWINGS o ---- - _ -- • Man MGL __._2'- t_4!_--_-_ - 2" SAND OVER ��11 `-21�II , _— — — o �' VAPOR BARRIER 26 W.SECTI N '�_W_ SECTION 1?.0O SW 68TH PAkl':.WA- 2�� 1n=11-01t \ ,, 1"=1 '-011 O 8-1) • ( y IF THIS DOCUMENT IS LESS II( �III III III III III{{III III III 111 `111 T Tt _r7p tllfllf IIII11111111III 1JI`tjf IIIIII IIIIiII IIIIII ! IIIIIIIIIII �III III � I I III III ' I �IIIII IIIfIII IIIIIII ' III ' l l illll � '- APRIL 2�3 1994 • LEGIBLE THAN THIS NOTATION, I I 11 I I 12 I f I ;� I 4 5 16 -- ' 7 I I�-- I 1� I 11 i=1 .� 4 �_ �. , — — — pe. IT IS DUE TO THE QUALITY OF No.36 THE ORIGINAL DOCUMENT'. -- -- _ - 8 Z T'Ir"i LT �8TT � �E �,�ur► ��IwlVII ►I ►II► IIIIII►11111111► ll►► IIIIIIIIllllllllIll1lllli1ll ll►IIII111111111171,1111011111 II�IIII I�I\I I `II ll )AT! RRS. RI RID RID I JACK J. "NSEY i(-), T.PLATE _ _ _ T.PLATE UA C WA. , • ,8"X4"X 16" 8"X4."X16"` I' CONCRETE SLAB- ! i lu -- - - CONCRE,TF; 4. CONCRETE BLOCK I r 1 ...._ i 1- .�. � - CIONCRE'1'E 'COPPING -_- -- /( ��) - SLAB INSULATION ` •` . kI6ID INSULATION — r - � �/ WATERPROOFING f�EY��RANE _ a RID) WATEIII' FIG } \y WA FR FING I "� / R M 1 - MEMB� � fees WATERPF',OOFING � � QMEMBRANE. I ' _ CONCRETE TOPPINGFIRESAFE - I SLOPE SLOPE \ SIAL _ -}tIGI INSULATIONWATERPROOFING MEMBRANE iq -- ___.. � plop G' ' • I, , - ob STEEL PLATF. 1 SEE STRUCTURAL ° - o D � C� - � T.BEAM �' __ -� _=� _ - - - -� r .III. I �' ,T T.HN. U `CONCRETE SLAB OVER SLAB — I, I 1 — COCRETE SLAB ._ SERVICE M OVER STEEL DECKING E STEEL DECKING ( l IIAIIIIIIII� STEEL DECKING - - SEE STRUCTURAL _ SEE STRUCTURAL PARTS SEE STRUCTURALI j 5TEII� DECKING— ._..� � � SEE STRUCTURAL, I BUILDING T , STEL, BEAxI 1 TEEL BEAM 1 I^ BEYOND -- (2) LAYERS S'8' BEYOND I GYI'::''M BOARD SEE STRUCTURAL (2) LAYERS 5/8 -� 8x8 x16 SEE STRUCTURAI. OVER STEEL PURLIN i GYPSUM BOARD -I -- SMOOTH FACE I ( I OVER STEEL PURLIN _ I CONCRETE BEYOND I TiEYOND �� . BLOCK I �` - --.T.S. COLUM i I I - 8"X8"X16" ( (2) LAYERS 5/8 BEYOND I BROKEN FACE SEE STRUCTURAL GYPSUM BOARD CONCRETE BLOCK • 1 J l = I • �' � f��t N �. I I - .' cn r:,"Y.16"X16" i ' ' � �•. .,• . .iROCI�I FACE - - 3/4" PLI•Y WOOD g a I CONCRETE BLOCK I I SrIEATH�NG P L.WOOD ,1 -------- -__ T.S. COLUMN I FLOOR TRUSS- -_ -- SHEATHING � � � BEYOND ! SEE STRUCTURAL I V) E_ I ^i SEE STRUCTURAL I I z T. pLl` ¢ w I ' _ _ - --_-- _ PLY. -- - -LEDG.EEt I i 8"X8"X16" SEE STRUCT RAL I _ BROKEN FACE I STEEL COLUMN BEYOND CONCRETE BLACK 1 I I I , I �{ SEE, STRUCTURAL y / 9ATT i I I� ' INSULATICW FLOOR TRUS SEE STRUCT FAL STEL, BEAM _ O'•'ERHEAD `�` L SEE STRUCTURAL / GYPSUM BOARD ON I I DOOR I ---.�— RESILIENT FURRINGI CHANNELS 11 J I 4 Go ac II I I co CONCRETE 1 c SIDElti'ALY •' O � U I O r I SLOPE__ N C,r,! C = c CONCRETE SLAB CONGM, E SLAB CONCRETE ;1LAB _.� �__ --_---_-_-- -- = SEE STRUCTURAL SEE STRU'CTURA? Lo ' T.S I--- __ - - ----- -- -- -- _ _ -�,- ----------- - -- - -------_- ----- � T.S. �_ � ;� �=T'. � . • ,• �_.�� ------- G _- -� .�-• I CONCRETE SLAB i 1 SNM Mo. 2" SAND OVER _ _ , 2" SAND OVA --I � SEE STRUCTURAL i VAPOR BARRIER VAPOR BARRIER �-- T.S. Dcl 1 .p REINFORCED --- - __:�� .---._ -- - 27 ut CONCRETE FOOTING 2" SAND OVER - - SEF: STRUCTURAL VAPOR BARRIER 4 W. SECTION 3 W. SECTION i 2;� �V.SECTIUN 1 W. SE"TION —011 1 =1 1-0" 7 ' 271 �.._.� 1.2300 W 68TH F'(-�RKk JAa ,.4 fly' A"' � a �a... � , '..�.•...�.. , .. 1 f I I I i I I I I ►il IF THISDOCUMENT IS LESSI i�l ll III 11 IIII 111,111 IIl I I ILII I I APRIL `'31994LEGIBLE THAN THIS NOTATION, ] v 3 5 6 I uL ` �_____� IT IS DUB. TO THE Note 1 THE ORIGINAL DOCUMENT. --- -11-1 – -- - — - (�L ti, 8ZLZ19Z I Z ibZ sIZ �ZTZ OZ1'111I1III►IT111111111111 1111 Iill�illII111111111I111111111I1111 111111►IIIII►1111{► IIilI111111II IIIII IIIIIIIII1111111 IIIIIIIIII1111IIlll ,IIIIIIII IIIIIIIIT W 11 RID METAL FLASHING ----- CAP �`�. _ ��'.► .P. FLASH AMU COUNTER FLAS IUCI(��, WJca"ty BUILT—UP Ir' — — ROOFING CANT PLYWOOD \ -- SHEATHING r� ROOF TRUSS SEE STRUCTURAL T. LEDGER On I ' , LEDGER I i r 1 SE ST .R U j BATT ' I N SULAT I • tX FRA1�I K 7 = MAX. 24" C. 5/8" GYPSUM BOARD SERVICE 1 PARTS 2" CONTINUOUS � BUILDING VENT p4 ce I W W 3/4" PLYWOOD BROCUN 8"n"X16"• N SHEATHING CONCRErEFA�K FLOOF TRUSS SFE STRUCTURAL N T.PLY - METAL j -- CAP IFLAS�1G 1 ----y.- _ T.PLATE •vwfttr�u _ I METAL FLASH M r*,w.+.+r�oerKani ` COUNTER FLASHINGow �r I'••pl*FADE pum 1111111914m Pon Kn•M�or, :�:•� BIGTJ) n 1� INSULATION - ``J � FLASH .AND ---- _ ! 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METAL _ _ . - - - - ----_-- g"x8"x 16" --) 8"xr3"X 16" I311IL.DING PAPER e -- CONCRETEC5 *"NEI - -- i, BLOCK -� - I i J. 1471 METAL Y - -___ _ L7T,' PLYWOOD _ !1 WALME'I AI.. 1 % n n "1I HING f (8 WIDE X 1a X 17 HTGHSHEATHING _ i GA�.V. ME'P. CAId.F7CTOR BOX +O,___ WATERPROOF_. P.T.2XPLATE .-SAW - CUT SOLDER ALL JOINTS. , • � i CONE. BLOCK • . y • - _. _--- - -�T'IBRAIdE ---- GONE. CURB SUPPORT AT 4'-0" / _ _ BEYOND BROKEN FACE (;F:NTF.RS WITH STRAP 3" x 5" SHEET METAL .*. _ • CONCRETE BL, DOWNSPOUT 51;E ROOF PLAN FOR LOCATIONS r rM"' �•' 1 I ROD & SEALANTIZ METAL FLASHING SET A n M IN SEALANT OVERFLOW 1 3 FASCIA M OUI'SULAT ION/ i I p V -- STUCCO FINISH SEAMING- 32 --- - 1 1 `-�/ 5/8r' TYPE "XII — -- STRUCTURAL o D 1 + TOPPING SLAB I (2) 2X4 P.T. PLTES GYPSUM SHEATHING METAL FLASHING -- " PLYWOOD ' ADHERE ET.r15'M,4RIC SHIMI•'ING W/ SHEATHING 0 SHEfiING BOND MECH. FASTEN PROVIDE ROOT V:NTS - --j �-_\ TO VERT. SIIRFA F � OF� � �_�TUCCO/QUTSULATIOIJ ONE SQUARE FOOT 9 --- VENTILATION AREA PF.;ft �7 FINISH OVER � A II }(� SQUARE FEET OF - 4- BUILDING PAPER ROUF'II i�Ik3dBfIANE � � f ROOF AREA. S DETAIL ��2 ' -I O - - - - STF�� BEAM ,. • , : • . o , PLYWOOD ROOF•VE N1- SEE STRUCTURAL FRO TF;TION u. . , WITH 1 ;.Q. FT. 1 ' G' ..: , MAKE T0. _ VENTILATION AREA i o WATERTIGHT .L 4 METAL COPING W,'' 0 / ` METAL FLASHING FRAMING -BUILT-UP ROOFING /� STANDING SEAM BUILDING _ / / I � P.T. 2X NAILER- SDCUKE 211 /�'"�fIIP i 2 .T LA P 1 /N. AIRSPACE W/ J" DIA. A.B. 8 CLOSED CELL 4'�-O" O.C. MEI'}JOINT BACKING �1TSUL,ATION _. 6 --- FL•ASE�_ I - -- CAI' i .—__.. --- --- 32� 1 11_11-011 Ac- 16 BATT INSULATION - ® ! -- -- _ ------�-'k- PLYWOOD ---- �-- - -s - 32 �I '*"" SHEATHING , I (� �`� EONCEALED GALV. METAL _ CLIPS ® 4'-0" O.C. 8 1 3/: ' �� 311=1 1-011 8" x 4" x 16" �. METAL BUILDING 3"-1 '`0'1 2 I PAPER �� S" ! HYDROZO/JEENE CONCRETE BLACK l I� FLASHING --- -- -- I• - METAL STUDS TOPPING SLAB i STRUCTURAL SEALING SMOOTH FACE 11) (+TAI, WALL I AT 24" O.C. JOINT SYSTEM FLASHING u o / METAL FLASHING CLOSURE STRIP 5/8" TYPE "X" GYPSUM CONTINUOUS SOFFIT SHEATHING VENT (SUPERIOR 21") _ PRE-MANJrACTURED &CCOUNTEh. I,ASHING TO INBE METAL ROOFING �-SKYLIGHT - , / STANDING SEAM AT JOINTS OVER BUILDING 8" x 8" x 16" PAPER COORDINATE k'ITH STUCCO/ 'r CONCRETE BLOCK I ARCHITECT FOR SPACING) OUTSULATION 'BROKEN FACED" SIJ _ ---- -.__- _ PLYWOOD / ,.,� FINISH • - • / _ - -- - SLOPED WOOD =� 15 J + ---- - BLOCKINGOslo ) % 32 METAL FLASHING---- BY SKYLIGHT - _ 311=1 1—011 ' SUPPLIER /�' I 2„ 3/4" GYPSUM 1`�, '' DRIP N o 4X12 CURB SOFFIT j ROOF FRAMING / BOARD u SEE STRUCTURAL T- /• SEALANT � ' METAL FLASHING i MAL WALL / 2 CAP ' FLASHIELG I ' �32 3 1 '—0" METAL FLASHING,- ' SURFACE APPLIED " PLYWOODRY RF.GLET BUILDING - - --- - - 32 3f=11-Olt PAPER . .11 BUILDING M METAL PAPER ROOFING , "-11-0" - , . 32 3 <, / METAL. } /i - ROOFING 1 METAL FLASHING CAP SECURE: -- I FIBR CANT � WITH GALV, METAL CLIPS AT / I PLYWOOD •• i 48" U.C. BACKNAIL WITH 6d ROOF DRAIN i HOT DIPPED GALV. NAILS AT i . BUILT-UP ROOFING MOP �� PLYWOOD SHEATHING BLOCK OUT I2" U.C. / UP WALL MINIMUM 6 /� - i & STEP MOWN _ n y' CLOSURE `•) SHEATHING I / ��. --- Cl_()SURE STRIP �� /� - I X WOOD = - -- STRIP v r TRIM BOARD ,,,,• co .n - ----- METAL WALL FLASHING /' f t'7 METAL FLASHING .•I ILL SECURE WITH fid HOT / FRAMING FRAMING I ii f © DIPPED GALV, NAILS k I 1 INSULATE STUCCO — - -- - - ;�'TAL`�STUDS I ! AT 12" O.C. =-' SEF SEE I I METAL GUTTER 1 PIPING TO D.S. (OUTSULAI'ION) AT 24 O.C. I - STRUCTURAL STRUCTURAL 112" P'.YWOOD - --- -_. _ 5/811 TYPE 1,X11 CONCRETE BLOCK GYPSUM SHEATHING / SEE STRUCTURAL 112" E'L1'WODU • . M)-PAI, - --- .. - --- / i 11 SHEATHING FLASHING 32 . ! ---- I... 14A_ . 1 /� +. 32 1�"_1 , 74 snow \ 32 311_1 1. 011 3.2 1 32 '�"='E ' --I1" 32 X11=1 ,-011 - r I ";�Ir.► SW 68TH PAwk::WAY �_ �/ �_�,/ � ,• 5� [)F ;:: ,, ,wy.,,,R,.... .«. ,d.., a+r..w.,w,....otar, ,ll... .mr...,.,...w.-•,.r uM.ulr1�.1..*r :ii».`, A *. 11�1fi" ..�q-,.M°i�">•a ,i�r}.i::-.a.«rw4xarnlP-au.,=r:'"'M'r...._•wrp_..r:r,.r-..-. x. .yN'e'..•M—_'"..,.-yis, . '7MrMtWr.sMaWM'vNii nlrFMYM'n .4+!Ar,*SMr^u+. ..ri^•.,:...w..�yMMw;• r. .. ., ., , + f4..'.u+.nl•^+ r, -:r:„>...-rr. .w,+ n•. L v -t M. 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DATE HM • _ 3/411 PLYI-Y( 0 3/4" PLYWOOD w ----5/8 PLYWOOD N - -5/811 PLYWOOD _-- - - - 11 MOISTURE RESISTANT7cE so ' - - 3rr jr. 3/4" PLYW(K)D t�YPSUM BOARD2X FRAMIN('r --81'XgnX1r611 \ T _ _.. _ MIRROR � J ,CK �, MY SEE STRUCTURAL - i _ - � CONCRETEMIRROR- BLOCK BLOCK j.:/a' PLYWOOD MIRROR__._ \ \ \ q WA. It c VA� { 2X FRAMING _ Y SEE STRUCTURAL �� - PLASTIC- ( (�F 0 � LAMINATE II / COUNTER CL•�AMIC TILE-- - BASE TILE • 4" RUBBER `� _ � ' _ � -- - --- BASE -- 7 M E N 3 W� MEN 131 ao -- 1411=11 X11 3 3 1/411=1 1-011 ] f _ •,33 / � i m 18 17 16 W oo 33 ,r,�1 , _0„ 33 ,,,=, '-01' �03 lrl , 1 p - _ - - - . - - --- --- -- --- - - -- - - --- ------. -4----- -- -- j--- - - - - f_ . GYPSUM l- t -21-011X31-011 � GYPSUMMIRROR _ I SCRIBE BOARD �i- 1 - STRIPA Fd4D STdDARDS MOISTURE I o _ ��'''''++ - - RESISTANT - -' SE L.JE DOOR GYPSUM _ - BOARD } - - �! - rGRAB BARS _ -- o PA TS _ --WASH --MIRROR-'� -WASH __,� uJ+4-- I It -TOILET — - _ W.I. , rp G ZRO PAPER {L��1 VI TROUG If 6„BASEUGH _ W C 3/4' CABINET WIDTH CABINET WIDTHWHT .CDISPENCER CABI DEPTIi TILE BASE TILE - � �---Cn w.aL HOR17ONTAL SECTION PLASTIC LAMINATE --/ TYPICAL ; . 1101 If -PROVIDE CERAMIC TILE% 10 WOMEN !111 6 MEN 132! 4LTER.NATE NO. 1 -- 3WOMEN 131 2 MEN _ - - i � 3 ,r- r „ --- !n= ,_ n , n- ,_ n ` 1 lin=1 1-On .y -- _ 4 �.,33, 1/� 1 33 /4 O 33 z ” - , IMENSION IN INCHES 1 -------- - - - - _ - __MOISTURE _ -- ( ,-0'1X31-OIL - _- --- RESISTANr,T TOILET PARTITION 110ISTURE- -- TOILET PARTITIO) r MIRROR �. GYPSUM RESISTANT 42 - 36 - 25 BOARD GYPSUM off 1/211CABINET ! DEPTH WIDTH HEIGHT DEPTH - - --- __ --- _ __. _ _--._-_ .- -� __TOILET _--__ BOARD �- PARTITIONS ./ I Q -- - o� fIN I -_ LAMINATE - H CASEWORK DESIGNATION SYSTEM � — C. ' w.c WAINSCOT W.C. w.c I + I �`B BARS-- W.C. - NFLASTIC- C? ---- I ABASE TILE H BAST �,.- W.C. i 4 - -TILE-- - -- 1 - --,� - -- - - BAS i5 I' '11 �.,1�,AE1'J `110 WOMEN 111 ; �� WOMEN 1311 2 MEN 13 SEE �3 3 �53 ' ,+rr-1 '-O" 1/4"=1 '-Ur, © r -0 /4„_ „ 1 FINISH '��3 3; �� 1/41t=� „ , -1 -t) 3 3 - . SCHED. ! - _ . - -- - --- .Cir ------ --- ---� --------_ _ ---_ _-._------ - -- �12 1 -(� 32. 161-011 100max etST,n -- - - - - - - -- .�- , n �---- � 8 I_8 n b _f . alternate ----- -- -- ---- door location -------- -___ - 1 811 101 11 91-311 5'—3” -~p11- - 3'-411 - 41-0/11 CV,r+ c- E O� ,. - - - -- - - C7% �„ 1 I DE - T 1 - PLASTIC GRAB URil AL LAMINATE CIO _ - - G�-- 12 11 10 / 33 D 1 o BAR COUNTER -- lQ 33 1 ` Q �, I T.P.D. T.P.D. O _ __ TOWEL _ I I _ H.C. 1 PAPER 12 mv� � N N^ o _ MEN I DISPENCER OC ` jos 1 (1 i.-` I-- 1i l _ `Q STALL ` ')min - L� � '2° f`'y' WASH TRo xI WASH TROUGH , -�I t _MEN b 33 7 6max toe T.P.D. BY OWNER ,- � I O ��/ p 56min w, wa.l mounted w C. 1 Cleararv+e � - _�---a�� I BY OWNER l I 2 .132 •• 1420 — knee 8min __-_ r.P.d 32 clearance 205 7 _ - - - - I 51-01' - �t�n 1_0 � min depth -- 59min w. frr, mounted w.c. 43o AL _o _ I ' 111 ' H20 � " (a) fig.31 \ - 1 _/ r--- PLASTIC C < Standard Stall Lavatory Clearances 110 I 1 111 ~ M., GRAB `/ E - - LAMINATE 0 I, IBAR COUN'T'ER � /,--alternate �{GENY - 36min 1 12 max_ _ 40(42) miry SHOWER T.P.D. P D• WEL • Q1 Sts SOI— — t 1015110651 I I - I I PAPER ' F 36 max i � I � � o�� HTAL��F - DISPENCER I L- : 915 � �� I . 0 t 11 t n I, t_ n 1_ tt 1_ 11 J b -0 - 10 -0 3 31� 11 _ JCI 4 toiiei paper—' i 33 D X ` (D WOMEN _ 31 C LO M m fo I XX 1 (l') WEST Na �- S \ MEN 110 WOMEN 111 PLAN 1]\ MEN 132 WOI�iEN 131 PLAN 33 14 33 33, ' NOTE; SEE 3 3,I FOR TOILET ROOM ACCESSORY It TURE I"Aa TID1G HEIGTS. VVRTFY ;30AP OTSPE21SER LOCATIONS WITS r1W(1'@'dt 1 ;>:°+,C►r 1 SW 68TH PARKWAY 4o OF Ela __-,.:-+' •-s;s:.:_-._ " ..w.+i..nnwen,...,.111+iw,i+!w..1MM. lAt "^...... f A ♦-n �M'M.'rrNNti+l1MrR .r _ ^` IF THIS DOCUMENT IS LESS "TTI Ill till III II . III II ! III III III III IIf 1117-Tr1PtLI'l illlill III {IIIII�IjTj� Ililll IIII{11 IIIII`1 I�III I I�II{�I II {{ I I Illilil' lllI Ii APRIL 20 1994 31 J � 5 6 _ I 10 ----- 11.1__—I 12�,,,�r, ,�..�.,rl �. ..� - LEGIBLE TfIAN TIiTS NOTATION, I 1 1 2 � � ._- T- _. IT IS DUE TO THE QUALITY OF _ THE ORIGINAL DOCUMENT. - -- — -- — �- --'-- - -- - - . - ...T--- -- IT uilrt. qE Z 9Z LT 9 ��11 £Z ZTZ OZ 6i 8TET �Zt Tt t 6�ilI �111�1T►I�IIIII►II�IIIIIIII�IIII, IITIII� I (,II II I►►ILII►► III�I I I II -QATE MAS. _._._. .__.. � LACK JnL'1ANor*-Mj1 r,, 0 SERVICE PARTS - —_ -- - BUILDING I r �4� I ■ 1 MIRROR AND LIGHT BAR, 54" x 40" IIIGH W/ BEVELED EDGE & FRAMLF.SS DOORS. rY CABINET TO HAVE WHITE ENAMEL FINISH, A MANUFACTURED BY OR APPROVED EQUAL 7 T. _ }3D. �� MIRROR 20"x'3i" MIRROR 2011x3011GYP. ull✓:;UM i;�t�ZaGYP. BD I --� VINYL i r -- - k�;l'P, BD , �"-� } �" VINYL — - _ �ti'INYL I - - VINYL 7 ( VINYL I ! ti -�- -a I \� V riTi: i VINYL PLASTIC LAMINATE __.__..----.-----_- --_--_�_._ \ I � I� � 4 - .sF 1 I'I.A3TiC LAM. 36. PL.AS. LAM. '7 " I L_ 1`PLAti. LAIg 36" PLAS. LAM. �,' I o PSS. -_--- , 36 CABINET W/ PLAS. I - ` 'PLASTIC LAM. � } LAST I, _ � y LAM. � � - � ' T.P. ! y I LAM. ca ! -�'-_ LAM. TOP & SPLASH Ln rJ_ I \ I i' A .U. 1,HR - "w. 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I IIII I I III 10 11 IIII-III I I tI I LEGIBLE THAN 1IIS NOTATI -"7 TTP f111111 I 9 Z - APRIL C 3 n., 1 9 34IF THIS DOCUMENT IS LESS , TI IIII1 IIIII I�IIIII I II I I IIIIIII� 8IT I5 DUE TO THE QUALITY OF 5 h w _ N0.96 �"-- THE ORIGINAL DOCUMENT. —�- 8Z� 6�Z £�Z Z I 1 0� 6i 9i Lt 8i Sli 6i EI t1i TT i I 6 - 19�L �8� i► S Z t�ie3 IIII Illl�illlll!II IIII IIII IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII�IIII IIIIIIIII IIIIIIIII IIIIIIIII (IIIIIII! IIIIIIIII IIII IIII IIIIIII IIII IIII IIIIIIIII ll�llll l Il llllllllllllll1111111ii,�!I� IIII-ISI! I III1111Lllllll IIII IIIIIIJI a � bob- a a►TE - - — •—---- I - l_l�-_r � 2' iI - —�7�1//n----l-it------'--'--"--.-—----- ---------- --/ /'%I G�Y-J'�tiI�t UF—I B—II-AH��IT\i�' .77 -p CONCRETE' CONCRETE � � J- - .�- \ ---------- ---= '' -- l F- .,J... A �CVA T _..•.-M c+:R K.rMIw N"r N,( a y WW BLOCK ) US OF BLOCK CONCRETE BOCKL o, � 2 � -7 --7 sm eRY(08R 1 10108 108i1 in OVERHEAD OVRAD DOOR DOOR RV VE S 3 SERVICE '108 ING 4 1/411=1 1-01' CONCRETE BLOCK C' OVERHEAD COLOR4 DOOR 1 CONCRETE 2 20 GOLOR3 BLACK r2' SERVICE 108 WRAP,WITH (2) LMOF GYPSUM BOARcc LOR4 BLOCK CCONCRETE Co R? cz �OTR r co CO R1 SHEET "a 1 - lc - 1 � QE 108 �II��II I�°I�III ►►��k� �� 8�� Z��I� �i�L�� Z�� 9��i•Z��I�� I��6I� Z��t�l��E��Z��I��Z�fiZ�� i� Z�►�� Z��I��6�� [��I��8��iliiiIi-i-l-i-iLi�i ili—i I il9ii I iiJi1ittlTi,4i�iiI i�i-l-I-i-ii i6�I IiIi�—i►lI ii—EiI iili[I u�iIli�—uZi�i�I i��►I II iiI t—i��i—i��' I—�' I i_i—I I I i_Ii�il1 I�i�i_<I 8I I iI �LIII I �-18I——� I-�19I-�_I_——� I_► I-1�I f� I � \�,�I.I.S.I�— E...i...RiiV_I rI I 34 1/4"=1 '-0"vu ..-».«...AA►-..M,...e..wa A.1M...wiw....e.-. ..a�......++a�.�e#AMM.a.�.r.��...,w...I. ...n..»...w�..o4 12::C►C► SW! 68TH PARk`,WAY 4' OF 83 IF TH.IS DOCUMENT IS LESS 1 i-1 >l- 1tTr111jftl ltlll 11 , 1111 1►�� 3 4 7 APRIL 23 1994 60 IT IS DUE TO THE QUALITY OF -LEGIBLE THAN THIS NOTATION, 1NoJBTHE ORIGINAL DOCUMENT . 6 O ..,,.,.. ..... lu�l� r I� 4 5 ) 8 WRAP WITH D7,: X (2)��LAYERS OF �� JYJ 5/8 TYPE, 11X11 '�.GYPSUM 80ARD1A� 1. 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IF THIS DOCUMENT IS LESS �III111 !IIIIIII IIII11) IIIhIII IIIIIII IIIIIII 11TTfri11171iI1�f11i111 IIIIIII IIIIIII 111>[If 111111 III III III III III X11 III III III ( I III i IIIIIII III III I1111111T11111111 ' ' 111 qp �LEGIBLE 'THAN THIS NOTAT ION, 1. Z3 I 4 cJ 6 I 7 8 APRIL 201994 IT Is DUE „ . -- _ � — ---� ---- ---- —----- -------— 9l`---- 10 11 _ 12 .. . 10 THE QUALITY OF' No.7e THE ORIGINAL DOCUMENT. _ __ t1i 1311, L�Z9Z �ZEZIZ OZ � 6i 8T LT 8I 15911- b�T Ei ZT it I i 6 8 L 9 I T411 IIII (IIIIIIIIIIIIIIII IIII III1-11-11 IIII1-11-1 IIIIII111I► IIIIIIII1711111 I�Ii.11 1111 IIIIII►II IIII�11111111\I IIII IIIIIIIII�IIiIiIIII�IIITI III ► I o� � 11.11 1 l it ill 11111111111111 llllllll�lill 111 III►III►IIIIIIIIIIIIIlll11111111ll111111111N1 DATE HJW33 ARC � PLASTIC I o LAMINATE / OF_�` ' 1-5 COUNTERTOP • 71-611 PLAN. PLASTIC �(vv� i,kMIT;ATE ELASTIC 0 3 3 COUNTERTOP LAMINTE - _ - -- _- U t`� & EXPOSED ENDS COUNTER \ --__ ---- - --- - - - -� 3 �, OPEN TU v • - SEE/16 LAMINATI 1 L :T /GYPSUM - - \ GYPS BEYOND GYPSUM - _ -- / BOARD/ M /Jr- BOARD - COUNTER SEE --- -- / -' BOARD - ADJUSTABLE - / `i ADJUSTABLE \ - - RUB); 1 Garp SHELVING --- I - - -- - - SHELVING __ OIA MRS• C,M,U. Steel Frame,Gypsum Wallboaid Two layers 'b" proprietary type X gypsum wallboard around BEAM � �� beam.Base layer attached with 1"Type S-12 drywall sere•Hs 12" - - Y _-_ SEE S'PrtUC'I'I-JRAL �j� o.c.,face I,:,,Rr attached with 15/e" Type S-12 drywall screws 12" ) / 7 " , " _ STUCCO/--- C _ o.c. to No. 24 gag© /n x 1 /e steel angles screw attached to / steel joists and No. 25 gage 21/2" steel runner track supporting _ - _ OU'PSULAT'ION _ GYPSUM }�,�( J. �M}d�,UNtiEY c 1%"steel studs24"o.c.belowbeam lowerflange.(One hour un- Fire Test:UL Design L524 j BOARD WITH Ml;'TAI. E1xE; �, T r� � • restrained beam). Based on UL R3660 7,8 5/8" TYPE"X" , _ �� I,WA. 11 12.8'7 GYPSUM ------INS1 - _ ��ti `;f•:AI.AN'1' S1iEA'l'fiING `-- - - ---_-t- INS[R.ATIUN .�' ALUM. SLIDING I11,1 1 0 off, DOOR ASSEMBLY 5/8" GYPSUM - METAL i (2) LAY''01S (URID _ /l," 1'I,Yw(cl) BOARD ROD &�/ - EDGE 5/8" TYPE ��X�� .. ,�HE'A T'I11 N1' -2x4 FRAMING 2�� GYPSUM I300,1'D V. AT 24" O.c. SEALANT L'r� SLIDING GLASS i JAMB HEAD SIMILAR T. PLY, -�1- - T SCREEN -----� 1XX1R UNIT -- - O , _ , ' i" LAYERS a 2 - I 5/1811 TYPE "X" I dC _-- I -- GYPSUM BOARD N T.S. COLUMN SEE STRUCTURAL .' 0 . .. __ _ I _ -`�/li" G1'1'Sl1pl BOARD OUTSULA'f 1 N 1 _ 4 tllRIV1'I') ___ -FLOOR TRU S - y 14ETAL 'URRING I � 5I," ME'T'AL STUDS SEE STRUC URAL 3"=1 r JJrr n 5/8" GYP. BD. SHEATHING JLROD & SEALANT' - --__f=a..- i CORNER BEAD I -- : ; ` -- �r J�� METAL ---- ALUM. SLIDING ____._ _ f--T � �\_ .• NOTE: I 7 T- - DOOR ASSEMBLY STEEL BEAM SEE ABOVE FOR A I.A N'C SEE STRUCTURAL ATTACHMENT OF 1�re�1 i_0111 I SERVICE 5. i I SLIDING GLASS I I GYPSUM BOARD SCREEN --------- �uSLIDOOR UNIT /� RT• l 9 CONCRETE ALUMINUM BUILDING' JAMB 5 1 It=1 1—011 SIDEWALK ESHULD rM 13 JAr,MB HEAD SIMILAR SET IN MASTIC ----- SLOPE 1/8"/PT. � . -45 3•• 1 '-0" - GRI .o 0 � I CONCRETE I � �--- SLAB , ALUM. SLIDING DOOR -- f I _.___ II - - _- - ASSEMBLY P.T. FURRING, 1 I - (2) LAYERS STAINLESS STEEL r 5/811 TYPE 11X" -'- FLOOR TRACK AT 24"O.C. '`_- ; �. GYPSUM BOARD ' • ./' r •y CONCRETE FLOOR SLAB_ BATT INSULATION - CONCRETE: BLOCK T.S. COLUMN ` • • SEE STRUCTURAL ' T.S. COLUMN - -- ('12 SILL SEE STRUCTURAL � 1 5/8" METAL FURRING . • ' ,� - r ID 45. 3"..= V-0" FILL CAVITY r. itl j AROUND COLUMN 5/8" GYPSUM BOARD W/MORTAR. IC 75 3 SILL CONCRETE _ 1i"=1 '-Gt' 35 3"-1 1-0" BLOCK JAMB � - ROLL-UP DOOR 8 , TRACK BEYOND BEY^ND I 5 ALUMINUM COVER T. SLAB — --TO MATCH STOREFRONT 2'-0" REMOVE NAIL FIN o 00 0 -ia o0o O + o O -�, I ,CONCRETE O i• j I Q CONT. WALL 2"X4j" ALUMINUM '3-LOCK _ CCNCRE'rE_ - I WHERE OCCOUS /STOREFRONT SYSTEM. BLOCK CAP SLOPE CONCRETE 1 . APRON AWAY FROM { _ 4'-0" HIGT THRESHOLD 8" , ...`_y - -`G'NCRET'E BLOCK `Q K DRINKING WALL UNTAIN ST'FS.,L TUBE COL. ALULQNti1•t SLIDING - -- _ LAV. ) LAV. o . ? GLASS DOOR UNIT - -- - �11 THRESHOLD �, ! cbVER TO - --CONCRETE MASONRY MATCH RUBBER -- ---- STOREFRONT BASE ! --TUBE CUL. , SEE ST'RUCT. -�- — 1-5/8"FURRING CHANNELS t I' I 2 LAYERS OF FIRE CODE /10 _ 5 JAMB 2 ` GYPSUM BOARD "- - __ n- r n ,_ „ IH 1 _ , u 5. 3 -, -0 3 5. 1/211=1 o 9 JAY METAL C 00 Q 44 i /SEALANT' F - -- - - - - as OUTSULATION/ CONC. MASONRY UNITS I - � -- CONCRETE 'STUCCO SMOOTH FACE: 16 S i - CK N . Q 1 � BLOCK FILL VOID SPACE WITH -- - - - r CIO GROUT -------- 4-1 - - _ _ -- -- - --- �� - -- a Cr) .�-- -----1 _ - T�l TGL — TGL TGL TGL 1- T _, TGL , 1 — U II GL TGL. TGL — o �n _ Sol OR 05 , � 07 108 CONC. FLOOR SLAB SEE STRUCTURAL FOR � I I I / SMtKT NOS int - . _ SLAB COND. A COL. I — — \ - ° SEE STRUCTURAL DRAWINGS _ FOR COL, BASE CONNECTION l 35.1 15 COLUMN DETAIL I �, ANOPY 1/411=1 ',_0" Sw 68TH 45, OF E37 IS . ier.-w..,M.Mllkwr,�..'.,•rw.,u.: .. . .'•a,aa_ ' IF THIS DOCUMENT IS LESS 7 t I ( �I I I I I I I I I I 'I I I I I I 1 1 1 1 1 �; I I I I I I I I I 1 1 ' c. 1 � I 1 � 1 ISI ISI ISI ISI 1T�tttt r ( � ( � ( � r r ( III ISI 1 � 1 ISI 1 � 1 ► 1 1111 � � III ISI ll APRIL 2- 0 1994 LEGIBLE THAN THIS NOTATION, I 1 I 2 ! 3 1 4 � � � 6 I 781 I �� 1� ^I-11�__. 1��.,,,r.._.__ No J9 ! IT IS DUE 'I'O 'rllE QUALITY �)F — THE ORIGINAL DOCUMENT. - � 9i 9l I 61i £i ZT Tt T 8 S Z 8L LZ 9Z Z 6Z £Z Z IZ OZ 8i 8I � � I � I II 1 111 IIII IIII 1111!11 IIID►Iillll►l�ll�ll IIITII lll�l�llllll�Ll� llllllll►lllllllll(llllillllljlllLllLl1 � Ill 1111 ►II�IIII I►I�►IJI II III II 111,41111 IIII IIII IIII II.. IIII IIII IIII III�11!I II�III!IIIIIIII!IIII1111�111.,Iill!11111111�41111111!II I !II yz Wood Joists,Gypsum Wallboard I ROOM FOR SWITCHES ETC. SEE WALL TYPE ro , etary t e X ,pm wallboard or veneer base applied - P P yP gyps p 1 n _.. FOR WALL al n angles to resdir'nt luting channels with 1" lype S drywall - j t „ N�ULATELI iI " t NOTE: INSTALL & NAIL GYPSUM BOARD PER 2 GLAZING `I'HIGKITESS, screws o c Wallboard end joints located midway oetweon t 'LAS") •----- -- -- continuous nnels and attached to additional pieces of than• x ��"f�'-' WIRE 1 j b d5y1 k net 54" Ion wit yews o.r.. Resilient channels 16' o c a► - I g W' Ap Ceding Weight 2 11 psi - I '•"-"� i ( tached with 6d coate ilg, 1'/a" long,0.092"shank, 'l."heads a Test: UL R5?_29 2,5.25 73 45' ` h,o,,q,t) f, a K IAc KlttPl Y l to 2 x 10 wood joists 24" o upf:orting l." nominal interior ply- Design L513 — _ - LTIJE OF ) t II 1 i HOLLOW M�fiAL „�� with exterior glue T 8 ubtloor er endiculau to olsts 1,RAN1E WITH WOOD 9 P P I, Sound Test:Estimated A \ " ..-- - - with joints staggered.Underside o G joints covered een i �� 47 ---- ,1 \ / L(NCRETE BLOCK v n.wA. FRAi'{E ANCHOR joist spaces with 6" x 22'1;" x`•le" gyp wallboar taa at- �/8 TYPE X ✓ •, __._._ •% TiE.LUW .:� / tached to flooring with 16 ga x Iva, �' own staples GYPSUM BOARD �~ spaced 7" o c.along each edge. ---- •1 EACH SIDE (SEE STRUCTURAL) -- 1350 ALl1MIt1UM --`-- STOREFRONT 2x 4 OR 2 x 6 ----- "KD" HOLLOW METAL FRAME SECTION WALL VERITY SILL BE1AW -- (1)HC�UR FLOURI CEILIN�i` ---------- -----z x 6'S AT LUCATONS �� C --- ' DOOR-SEE SCHEDULE -- - - - ----- �,, 16" O.C. S/8" GYPSI►' BOARD INSULATED ---^---_� '_- � ' STEEL COLUMN WIRE GLASS I '-Y- c �, 36 I SEE STRUCTURAL aa� JAMB �. _ - ALUMINUM COVER MATCH STOREFRONT '� A � - e _ .� - r:- -,--.•-,-- _=^-- -5/8" TYPE X U 21 JAMB(HEAD SIM.) =--� _ - - 5/811 GYPSUM BOAR D - � � � � GYPSUM BOARD '211_1 ,—On j r J 4 ,\ JAMB BAZ'.>' INSULATION ,' LL 12 ( 1 ) HOUR WA 3•�,'-0• 36� �\ EF't1}{R LNG AT l i;" O.C. �I � ---rCE liasc laycr 'r.• T X sum \� \ .\ ._--- YPe RYP ssrllt, %I applied at right angles QE �� to JKIUI ar truss 24'we with i t.." \ � ---- �" X fill X 16PARTS 21 \'crwf lwst, flunr trusses and Type S cK Type VL'dnw e!:xTews ; \ CONCRETE BLOCK --__ _ _ _ _ rest tresses spaced 24" o C. 24" o.c Face Wcr ':. T>pc X I ` (BROKEN FACED - GLAD :NGING pl)sscwd N,.h exte gypsua,ralllxtarcv. scneertme X\1 �\ - I B , nor give applied at nght an- applied at right angles w)ot i or �� \ \ ONE SIDE ONLY I - glestolupof j�,stortrussssuh 21.1 1 truss through base layer.uh 1'/." \ \ �� \� �' �•, �� AT EXTF,RIOR 1 Kd nails The plywood,hick- Tyle S cr Type W drywall screws \ ' - ROLLING COUNTER ncss shall not be less than 1,:•' 12"ox w joints and intermediate WALLS) � Gypsum Wallboard,Wood Studs i __ _ _- DOOR JAMB nor less than required by joistortruss.Facc!ayerjo,ntsoff- _ _ _ —� - — - Chapter 25 set 24"from b,se laycrjo,nts, I''r" r4 I+fOTE: AT SIMILAR PROVIDE SOLID GROUT AT EyCUR One layer S/e" type X plain or predecorated gypi m wallboard, _ 1- 1 HARDWARE type G drys all screws placed 2" water resistant backer board err veneer base applied parallel with Thickness:4'l." -HOI.AW METAL �-X .� �' ) FRAME back an tither side rd face Jaye, � P.T. 2X6 FURRING � HOUR AREA SEPERATION WP 3605 or at right angles to each side of 2 x 4 wood studs 16"o.c.with 6d App,c!, wp;yht:7 psi - end pints, l2'"o c '--" --" �'� coated nails,1'/e"Ion 0.0915"shank,'/." heads,7"o.c.Joints Fire Test:UL R1319-4,6,6-17-52 ------ L'- -; - � j WALL g• . - - of square edge, bevel edge or predecorated wallboard may be Design U305 - left exposed.Stagger joints each side.(LOAD-BEARING) R2717-39, 1-20-156771 �� " R3501-52,3-15-66 -CONCRETE BLACK 3• 4 _0• 01 Ll 1A Sound Test:OR 6ULC 4-8.2 364 1 i CONCRETE _ BLOCK �, _� I - TYPICAL JAMB ' �c :_.. "(1) HOUR R.000011/CEILING ' _ � ANCHOR , �. 36, .,� 5/F3'. `HYPE „x" _ G�7-SUM BOARD ✓ - I `' - EACH SIDE COUNTER -_--- - - ENIN DIM. POIST SEE CABINET - GypsLm Wallboard,Metal Studs i- ' DRAWING r FOM (x INTER One layer%' type X gypsum wallboard or ve�aer base applied k--- i-= __� I ( t �� D 11V A at right angles or parallel to each side of 5qm" metal studs 24" y , �n�a WP 200 a c.with 1" Type S drywall screws 8" r.c. to vertical edges and Thickness:4718" I f I ` 'S AT JAMB SILL TM• ) �1 _ 1 rr7 f:�N / f t \ ' VC)C Vi,µ. `, •� 12"o.c.to top and bottom runners aru intermediate studs.Stag- Limiting Height 17 3" / 16" 0.C. L k� - joint. p A rox.Wei h1:6 N - J 1 36 3" = 1 '-O" ✓' �/1� ger all vertical and horizontal oint. 24"o.c.each side and o po pp 9 p ..�_ SEE 1uf fill site sides.(NLB) - ACOUSTICAL Fire Test: FM WP-45.6-19.68 1,7 �X -'� TUE �R OSU T•1770,8/61 __ COd MUCTION/ - __ Sound Test NGC 2385,7-28-70 INSULATION t _ WIDTH Y _ 3 JAMB (1)HOUR WALL �+ WOOD l GYPSUM BOARD TIGHT EXTEND CEILING�GRID 3V/ 3"-1 '_O„ /1`►, C�E }0'r VE WALL - - - - - - �FRAME, - - THEIdJIi STALLEBOL�T UNDERSIDE OF FLOOR Z z 7t 7;? Q ,• t" _ „ „ TO SECURE ONE TUBE , OR ROOF STRUCTURE ABOVE. '.. - ' S/8 x6 11 OMIT ACOUSTICAL INSULATION _ METAL STUDS AT _ TO THE OTHER• I .... • "EL 'CTRIC 16" O.C. � �I�' TUBES SHALL LAP ONE �,�a 11� • 36� ANUTHF,R AT LEAST 4 \ C cc c ~` _r t IN FULLY EXTENDED \ 11� I CONDUIT-THIN WALL (( BATT OP DIM. TAiT I + �1 INSULATION POSITION.-- GYPSUM r�NO. 215.A. VERTICAL uIIRF: -------i - - -- 1t�� - HANGER INBOARD TURNING LEVEL CEILING GRID PRIOR --- �2" CLEAR rA AT SIMILAR, PROVIDE l `>/8" TSE "X" ✓ /8"8"'X3-5/8" METAL STUDS GYPSUM SHEATHING GYPSUM BOARD SLAT END OF TU$E -- --` - TO ,,ETTIt1G TUBE.TO FIT OVER �'� 3/4"ELECTRIC ! 11 CLEAR P1AX. A'ri O.C. 11 '__ -_ - SOUND BOARD CEILING RUNNERCOUNTF { � l F -- - - - I� =- _ 2X8'-1 AT N0.12 GA. SPLAY WIRE `� \\ � 45° CONDUIT-THIIJ WALL. I- WALL RETURN IN PLANE OF EACH RUNN ' 20r15 (1)HOUR WALL 1�6" o.c_ � -1 -),,,_,_MAIN RUiuZrER -VERTICAL ANGLE APPROX 4 \ 'r 1 �! ALL WIRES SDIIURED TO R - 3 -1 _p /`- ---DRILL HOLE AND l . 1- 36 Y DIA. WOOD z Y APPROX 2" FROM i►7" 45° INSTALL BOLT AND ACOUSTICAL INTERSKTION - ti iI �;/ HANDRAIL WITH METt I INSULATION �•\ LOCKING NUT ENDS ANDMAX. i SLOT END OF ROSS RUNNER RESILIENT TUBE TO FIT L 0.C- CHANNELS OVER CEILING RUNNER ; ~ ATTACH HANDRAIL TO ". BLACKING -_.5/8" �1 "P/8" GYPSUM I I 2x BLOCKING WITI{ {� -- OPENING DIM. I ,f NOTE: AT SIMILAR 0�" ' I ' 2 BOLTS EACH BRACKET. GYPSUM BOARD 1 BOARD I { -- �- —_ O EACH SIDE RESILIENT CHANNEL:! & -- ROLLING �- _ --�••-- SOUND BOARD. ---- - --COUNTER SEE, -- --GRILLE/DOOR -" '�"�•.- CONNDCTION DEVICES\3 6 _ ,� 2x1,'s AT 16" 0.C. .. C ABIN0J' JAMB HRDWARE ) I i+ , / J c t I _ TO BE O'P AN APPROVED M— EACH SIDE GYPSUM BOARD RAWINGS - ---GYPSUM �,BOARD } ,1 ' '„ 0.CT �1 a TYPE HAVE ACAPACITY- --- --� —BUILDING STRUCTURE G`rPSUM --�`� l ! l j 1 t L , 1 ��--Y ADDITIONAL I{ANGLRS AL1, COUNTERSLOPE HANGERS � :t...:BOW IvDIBERS WITHIN 8 i IF MORE THAN 1 :6 OUT RO —___- - - SEE WALL f -_ _� � �;_� --� =_� \�/ of PERU 'TER OF PLUMB - !n CA TYPE FUR l - - � I Z ,\ GRILLE/DOOR• -- CONSTRUCTION -ACOUSTICAL _ ca JAMB HARDWARE WIDTH INSULATION -- STABILIZER BAR ' SECURE ALL HANGERS TO ---- 311-111-011 ,� n l� BETWEEN ALL MEMB> S "`I BUILDING STRJCTI7RE. �36 : (D 0 WOOD FRAME -__ .____._ /- AT PFT IIMETTER I TRAPEZE DUCTWORK AND C 14 _ �• WALL � � VERTICAL STRUT AT OTHER LARGE OBSTRUCTIONS. �' 'L- >% 3'=1'_0 12'--0" O.C. ''�? -_- 1x6 FIR CAP _O r WAX �_ 1 EASE EDGES �j i •• XPStIM BOARD LATERAL CING - \ .� " SOUND BOARD , CROSS RUN S 1 \ 2X4'-1 AT I \ /� FIT B i -_� -- - _ _. 1 /411 X 3%411 n - --.-- ��/811 16f1 O.C. MAIN R 5 FIR TRIM ri9 , GYPSUM BOARD ' OOUS'�ICAL � 311=1 1..011 FJtCH SITE _ I - V _. _ -, _ �_-�� I ULATION '� .�::, _ r ILIM MAIN RUNNE AT 4'-0" O.C.- ---�' _ SUT'PORT WI TI #12 WIRE AT 4_-011 O.C. I F- _2x4's AT 16" O.C. - -- 2x4'-1 AT NOTE: AT SIMILAR, PROVIdE N ' ✓ 4'-0" O.C. 41..On O.C. 16" O.C. 5%8" TYPE "K" GYPSUM BO -----------GYPSUM ---- EACH SIDE. _-------. -- HOARD '. 36' 1-o,, 12'-0" 0.C. EA. .WAY EACH SIDE LATERAL FACING AT 12'-011 EACH WAY. MAIN RUNNER TO STRUCTURE. BFAIN •; ....� BRACING WITHIN 61-011 OF PERIMETBR s•,. �--''\ , & 211 FROM CWs MWER. 9 13 r SC1► _06 �3 _ � 1.';"x11:1 �w bl3 elf r'F�F�k.:WAY 3•.r ' _ 3 . ...MI ..... ..., .. , .. + ........+.,.. .. ......A.......r/K•w... ...�... ...1 -. •,.....r..w,•a..s.Y..•..+a+ .w. Mwr...+.i•,w+�..Mt•.ew..,._•..is..,....ww.wsMlM.r�M�w... ....�+r r."?...w.Mwwuw*rr • IF THIS docuMrNT Is L>;:�s r r lil " I1 Ili � I � IIS Ill 'III � I � � I � � I � i I Ile err t� rlr'Ilr Ile III III III ill r�r Ji illi SII � I � � I � � I , � I � II ! IIS Ali iii � � � i � ili SII ililili iii iii ilial - . f I I I 1 j X14 I 1 5 1 16 I ?l $� I�I 9 I--10� ---- 11�I I_1� APRIL �� 9 4 - LEGIBLE THAN '1'HSS NOTATION, � -----' �--_ „� ---� ' IT IS DUE TO 'I'Hi; Ql1Al,1`I'Y OI•' . Na JB �`�.....,. 1 THE ORIGINAL DOCUMENT. -- --- - -- - - --- E Z 8Zii, ]I,, Z8ZZ tbZ £Z �Z 6 [ 8i LT 9T 4t fsI ET ZI T�t T �6 8 I L 9 14 III IIIIIIII ILII IIII►lllllIIII II,I ILII ILII III► ILII IIIIlILI ILII IIIIIIIII�IIII Illl�lllllllllillll ILII ILII IIID IIIIIIII DATE MRs. fi (�6 ARC, (17 _ CONCRETE _ APRON JACK J. IAcK11tNE`f Y&� -AAoWN . BROOM �,` �j • I FINISH --—--- 1351-411 '33 1—o" OF C.J�, TYP S , cv 20'�" CONCFihm WADING N� • • . • , • . , 'FOCI( � jJC • d _ C .T; a CONCRF'PE - - APRON BROOM --- SERVICE FINISH P/'1(lTS Ar r r. 6 -O" CONC. BUILDING o STAIRS MPE SLOPE --- - 1/8" PER FT. Jp q i 201-01? - - -- - ---- --- CE) 201-011 TYPy•; I CONC. � I 0 � � SLAB I 1 O 4L 281-011 • �. � � � � ,�_ _��' � � � -_SONY �"E __ �_ _ • •: . . � --• i - - -- .SIDS I. I 8', CONCRETE > �6'r0 1 . r 8', PERr•1.• •• •. • , • ; - SIDEWALK "•� ,,,,. 14 00 OQNCI -1E ,i TYP. i ! PAVING .;; SLOPE , • 4 4 .8�� - . 1/8" PER FT. _ --OG SLOPE SLOB I 1/811 P. 9/8�,. ' .FT: LCONCRETE --- - - _ q SIDFIJALK _ -O - . ~ R=5,-1011 — -- ' 561-01 --------- --- - — ' i 0 c CU LQ 1Y � •9 �� MT Q north PAVING PLAN LO SkInT M 37 17300 SW 613TH PAR[%'WAY 4-7 ClIF 87 Tux.... .r+v.e;.:.r.rnr «yM.NwIwM1,,.�.. r <-•welrM� '+'_"M' _'tilMw+•* .._...,,.,._. y._. ,,..,..... ! -,x_._ IF THIS DOCUMENT IS #" LESS I• Tf1 I1lf �1_l1 1111 I� —I -._._._—.. —I-I—11 Ii -----__=L—__— - i- I ' IIII^II I 1�II —II 1 I II I I II ! I I I I I I I LEGIBLE THAN THIS NOTAIiZON3 4 J o �I _ APRIL 2 3 19.�94 IT IS DUE TO THE QUALITY OlI l iIl lI � a _. No 36 �• •�_""'•• 1 THE ORIGlNAj, DOCUMENT. -II — - _ Z � 8Z LZ 8Z 4Z 6Z EZ Z IZ OZ 8I 8i GT 9i 4i 6i Ei Zi IT �I i a 1 �9 I �L �9 I 9� iTe �Z �IIit, ii Illl,lillllll Illi Iliiillslllillillll 111111 IulLLllJllll 11lIIIIIIIIIIIIIIIIWI i 8"X8"X16" �CONCRETE REINFORCED SLACK CONCRETE ------ -------- `' TYPICAL JAMB RETAINING 7FrCK -1 r`�--0---r,----—------_—fL—/�-l�I1.I I\-•- -/I � WALL ALL -_ -_-- _".-_-_-I-___-+-__-•-�,.�_R:4:oE,f,_INI'`OP-.C--T°-RN--EG._I_Iy_+I I I NOTE: ANCHORS :,SEE STRUCT. .45 VWT HOLAW METAL FRAME SEE A_i1I i L -_SO G_III _ A_L-_--—.- iIIIUIII h-_-O_---.T-_—E- -� _ --_—--_--_---I,-----r—------_—---_--- --.----_ -- '•-_--_-0_-=" � _ fI_I : III -- --.---- -- ----- � r .a_ �`rt •��`�J,' r_i -._ V. _A.I•rI_,CI _ V.tiI�''.E, `✓ c•.-9`,ArK:K1J' ,. ' t« N )�•r .h tCy SHNO. Sc, GROUT FULI4 I . --MAL FASHING 811X811)(1 611. CONCRETE BLACK (BROKEN FACED' A5 x 2'-0" DOWELS EPDXY GROUTU) INems" 3/4" � HOLE SIM�4" CONCRETE SLAB CONCRETE PROVIDE CG'TTINUOUS W/#4 6 24" O.C. E/W PAVING - WATER DAM FLIM & SEAL CONCRETE 26r " 8" T.S. 3x3x3/b-�38 �245 TYPLINE OF Ca'Tia COL. JAMBS IIIZRETAINING:NG201-0WALL TOOT 27 _Q (V ")3� ; ( ORAGE EUrr� north -- FOUNDATION PLAN METAL ROOFING 12 41-PLYWOOD SHEATHING #5 DOWELS W/ STD. FACE OF HOOK AT VERT. WALL RETAMNG WkLL <- - EXTEND GABLE WALL ;ONCtETkBLOCK TO REINFORCED2x B AT u rlO.0ROODFRAMING CONCRLTE P.T. 2x8 LEDGER---J RETAINING WALL SEE METAL STRUCTURAL ROt)IING -STORAGE T � LIKE of wALFOOTINGT. SLAB Sm STRUC Bla.ow D.S. Z ,- E SLAB LCONTINUOUS —OVER 2" SAND QVII' v METAL GUTTER _REINFORCED ROOF PLANCONCRETE FOOTING SEE STRUCTURAL B. SECTION 2 SRIIGE TO PARKING DIxK BEYOND GUARU.RAIL BEYOND REINFORCED CONCRETE RETAINING FALL SEE STRUCTURAL- RFI'AINING WALL BEYOND' Ix T. LEDGER GROUT AT MF;AL FLASHING c- ,� CONTINUOUS Lrs .�� -' t ,..,: � , I ____.__L___-_L--L---I --� - L' .:� ��►�� £T�� I-I1 l -�z__s-__�—. _1 s`_`Z--6�Z_- ' _� Z i-Z I LINTEL -�i}I-\1•-iI MASOiNR�Y —I-2IlEMI 1TVAIi SEF ROOFING STORAGE MECH. . r _. „I"'1M411W'Mail :l7I .•L,IoMN 41V1*NM,A�sF!I+'tIKI.MiMR-.- c LEI Ell FARM C_.r) FOR T. WM 310, � c� CONCRETE 2- HORT ---" C 20'-0" VERIFY BLCOfi LPTl C-) O FACCABROKEL; -rANK P BEYOND 6'- 4" n WAI O 19 cn 7 0 00 CONCRETE &HEET NO. SIDEWALK 3}a 11 8 FLOOR PLAN WEST ELEVATION north--- 12300 SW 68TH PAPKWAY � , 48 OF 3 IF DOCUMENT NIrf1IiIIiI I1IiIIIiI1IiIiI1I � iI1IfJI774 fjiI! Tji i ,l'll(IIflTI IIjII III I �II IIIIIII I II III ill I I I II IIIIIAPRIL20LEGIBLE THAN IISNOTATiON � 7 II 199 IT IS DUE TO THE QUALITY OF � y' No 36THE ORIGINAL DOCUMENT. �Z T L4I6Ii IL� IIIII II�� I� �� ►�� I �lL BUL�11i II 11-18� Z711L, IIIIII9II IIIIIII1iNil R Hn i1. -. ..r _ I� GUARDRAIL B"YONT) E JACK J. M11,1"" OF C� 12 P.T. 2x8 LEDGER RETAINING WALL BEYOND ......... T. SM 7— c 4=, WALL II BLIOND OOLUMN t: AN CHAIN OINK GATE G.L. 5 1/8 x 15 C-41 ....... `COL 3x3x3/le) COLUM T. SLAB P.1,. 2_x6 PLATE SIMPSON H2.5 AT EA. RA-T.,rp:R W1 �,fv x 1011 A.B. AT 48" O.C. STORAGE Sim BUILDING CURT, FRAMING PLAN SOUTH ELEVATION 1 4 -71 1 1/4" =1 '-0" SAW CUT R)HREGLET & COUNTERFLASH TO MATCH METAL ROOFING CONC. WALL Af MF`TAL ROOFING OVER BUILDING PAPER ZA PLYWOOD G.L. 13FAM PLYWOOD - SHEATHING -- SHEATHING - P.T. 2x8 LEDGER W/ 3/411 � HILTI KWIK SIDE PLATES BOLT 11 AT 3211O.C. RAT'FLEL STAGGERED TOP BOTTOM 1/4x6x0 1-61, W/ 1-3/4"0 M.B. 8d @ 611 O.C.^ % Ir BEARING PLATE V1 2x BLOCKING 3/8x5fxO'-611 LIMBED 5/811 A.B. 0 V WALL REINF. T. PLATE 3/i6V 3/16F' 2x8 RAFTERS W/-- ( I T.S. Col.- SIMSON LSSU 28 CONTINUOUS HANGERS METAL GUTTFR \----SIMPSON H2.5 & A'3' (OPP. SIDE) 4 14 AT PIA. RAYrER TYP. / 4 2 2x CEDAR- - i L I ? 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L-_FACE OF - -- 1. '� RETAINING - - SAWSAW CUTFOR REINFORCED CU & BUILT' UP WAU 2.110 A T 24" O.C.-- t- -CONCRETE 15 . o ROOFING -- -- P.T. 4X10 LEDGER I RETAINING ' COUPI'rERF'LASH CLASS "A" / - WALL SEE -- STRUCTURAL � --- � FATCH LASHINGi,CAP �.- - - - ---- \ A� � � k OR IIB.. .� �I TORAGE I r. FLASHING � \� �--___ --- . I A34 = " T.P. BUILT-UP \ -- - ROOFING t > BUILT-UP • � I T -ROOFING I I CRICKET 5 '8" PLI'.WOOD I I To DRAIN - r R'I I _--- ,BROI�hr ?ACED ; I 5/8" PLYWOOD ---t I O�I�- CONCRETE BLOCK I SHEATHING I � SI'-TEATHING EDGE � T.S. E I NAIL I v, ROOF -- NAIL - SLOPE 1 " -- _ - S OPE r� I SLOPE 1/4" PER IFT. 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Ftp COIF-t . �T F, � ✓- �T1-' ' SW 613TH F ARV-:WAY 54 nF 8•" ._... .. .,.... r..iw.. ,.y..._^+..__ - _.,.-.._..,._.,.. r++w+a„MrMWMrMMIN,4r M�..r.mrww•.r.• .� .,�.+a.r-- -- •. mwnwrsw.xnrw - �...N.�..-i . M�I.w•: .,„, ,. ,IIS..,eA..«.�M�M,,...,.m.,N.�,,,.i...M..:.�.I.MM..�,.... ...' 0�.�1 '•. IF THIS DOCUMENT IS LESS � ' r1► 1111"l11 111 111 111 111 111! III III III IIIIlh IT 11 111 fJ! IIS III III ISI III (II T`f �I ! II III I I III III III III III III III III III � I ! I IIIIIII I1; 111111111II III 111 11111 I ' LEGIBLE , NOTATION, � I f I i I I . '� ( � i 1 � 1 I S I I S I I � I . I i la 1 1 111 � � 1� APRIL 2�3 1994 B THAN THIS NOTATION, 1 I -� 6 — - —^ 9L 1T IS DUE TO THE QUALITY OF -�--" THE ORIGINAL, DOCUMENT. -- - — - -- - - - - - �— £ Z 8Z LZ 9Z Z 6Z�Zlmlllll �TZ OZ 6I �8T I Li 9i 4t1bT £t Ziitl I I l lllll�l�ll�llll 1IIII�IIIIIIIII�IIiI IIII�IIII 111111111111111 I ! CI►► Illll�►IIIIIIII�►{I► IIII��III ,►ll�l,ll I,II�IIII III►11!11! DATE HRS. ---_- U 110 Cz Ir III T 9r. • I•-- -_I _. ._._.r. ...I. _. __ .. .., �-.] � �- - i I - __ .- _- W2f�x�. _- . .- E - _ 2 - - ��:`�'� �.l.Cl-��I�� --__ - `r�`�•�� ,I L E �/ t.- ,l ��► C � I �1'-Fo _ - - IS 771 20 lip am C f m a T��'�iLY C G fi C a -- —. I esi t�I r.) F ( I - ; V ;ter '(-fel��•-� �AGF. r=�r --� p^. r-i,e TE-. C'Tt i E r l-l I r.E W �" P C Ion co X I �;: rI,,: IG��..,.F�. Gt•�LI l,lA:,.. �Clr !Fc�r.=G,rIC.j � E= E- c .-}EfT �.,�. I rf F_ E P l � , I REINFURCINI; S T . A DMI E y TRt 't'R L ALC 'i �_ LA_ L�NEO T L STEEL FETAL R(�1F f1b FLOOR DECKING f�1C r 1 These notes set minimum standards or construction The drawings govern over 1 Ail reir,i,�rcing steel for concrete shall conf�rm u, U.B C standards 1. Detailing fabrication and erection shall conform to the Steel Construction 1 All metal decking shall conform to the specifications of the metal steel deck ` the General Notes w e-lrent shown No 26-4 �6 and AST11 x615 grade 60 for all uses. Manual of A1SC institute and be composite metal deck where concrete topping is applied. 2 Contractor shall verif% all dimensions and conditions on drawings and in the 2 All welded reinforcin,, steel shall con form to ASTM A�04 2 All steel to he A36 except as noted (A572 - Grade 51.1 alternate. where noted. see 2 Metal decking shall be ASC Pacific type W3 Hi-Form, 22 g&,, composite, (� `- 0 G At_,/Nro&F_d \ I� field Coordinate locations of openings through floors. roof and walls with 3 Fabricate and in>tall reinfo-ting steel accordin; to the "Manual of Standard plans ) vented deck or approved Note The deck shall be uniformly vented to a2•x �'/ G ` ' architectural. mechanical and electrical plans tiotify design agency of any Practice for Detailing Reinf arced Concrete 5. ^e" ACI Standard 31' 3 All welds to be made by Certified Welders to AWS Standards with minimum of *"d'F/�*to''k.EA t)�at�� r Oto „4C- discrepancies discrepancies 4 provide 2'-i1" x 2'-:1 .orner pars to match horiron.e! reinforcing in walls and E70%%electrodes coordinated and acceptable to the roof membrane manufacturer prior to 8 - Contractor shall provide all necessary temporary support prior to completion of footings at all corners and intersections. 4 Anchor bolts to be A307 Provide standard plate washers under all bolt heads fabricatio- of the deck. The minimum structural properties of the deck shall be vertical and lateral load systems 5 Splices in wall and slab reinforcing shall be lapped 30 diametersand shall be and nuts in contact with wood. as follows q Interior shear wall at Grid S is used as bracing of the structure Provide staggered at least 4' atalternatc bars 5 All structural tubing to be ASTM A500 Grade B fv - 46 ksi. S 418 in 3 adequate bracing until this wall is fully erected and tied to floor and roof b. All openings smaller than ;0" x 31)" that disrupt reinforcing shall have an 6 All pipe to be ASTM A53,Type E or S Grade B. -S 444 in 3 5. Inspection and or job supervision is not provided by this design agency unless amount of reinforcing placed both sides of opening equM to the amount 7 Do not oversize drilled or punched holes with burning torch. I 718 in 4 specifically arranged for by separate contract disrupted and extending . . ea:1t Gide of •lpenin,t 8. Beam connections require high strength bolts, material and installation shall i Connect decking to supporting members with 1/2" fusion welds aao 6 Where reference is made to ASTM, RISC, ACI or other standards, the latest issue Provide the lullowing reiworting around wall opening larger than conform to ASTM A325 12" o c through standard welding washers. shall appy 3i) x 30. 4 Deck side laps shall be_button punched or connected with 1 1/2 inch seam All work shall be in strict compilance with :he Uniform Building Code as a 2 .5 over r pening plus 2'41" each side BLOCK; A.d�HOLLOW BRICK welds; 36" o.c. 2 amended by the State of Orecon and all other state and local codes and building h 2 "5 under x opening pls 2'-� each side 1 Assumed fm 1500 psi (minimum) Decking laid parallel to supporting walls or frames shall be connected with 1/2" �jJ �II� Loll requirements that apple 2 '5 each side x full story height 2 All masonry units to be Grade N-1 per ASTM C%dry to intermediate humidity fusion welds @� 16" o.c. 5 Design Criteria d 2 w3 )- 4 -T diagonal liars o each cornet condition per 1 able No. 1 Deck ng shear minimum requirements to be 875 lbs. a. Basic Roof Load (snow 25"/s ft I snow build u e Provide 40 degree hook for bars at openings if re required P a �� g r y q per Lin. Ft. q' P Ry 3 All building hi ick units shall 21010 psi t:nits conforming to U k .. auu...�. . Nn 8 Necking shall be coati_ - ouson 3 or more supports loading as per SEAQ snow extension past opening cannot be obtained 4-1-76 Grade StW 9 Provide all accessories (opening reinforcing angles, closures• etc.) to provide a �- ioad analysis) S. Provide 2 a i continuous bars at top and bottom and at discontinuous ends of all 4. Grout for all reinforced brick and hollow unit ma ,inry walls shall be 3/S" complete diaphragm. b Basic Roof Load (Parking) 50 psf+2000 concentrated) waIis aggregate concrete with a 78 day strength of 2000 psi with intrusion aid 10 Paint touch up all welds and abrasions c. Upper Level Floor (Light Storage) 125' 'sq ft. 9 Place 2 "5 x openings plus 2 -0" each side around all edges of openings larger admixture expander added (4 ounces per sack of cement) Slump shall he -to 8 11 Welders shall be AWS certified for light gauge metal welding, f d. Wind SO mph Exposure "B" than 15 s 15" in structural slabs and place 1 14 x 4 -o" ,o 45 inches 1_' All lightgauge steel 16 gauge and heavier shall be formed from steel of ASTM e Seismic Zone 2B degrees to each corner - -- 5 All mortar for reinforced masonry shall be 1 N.C. Type ', lta)fl psi compressive A470 Grade D with fy -50 kill Detail and fabricate lightgauge steel per AISI ((Glad : Mechanical equipment mechanical and sprinkler piping larger than 2'' 10 Provide ,jewels from t otings to match ali vertical wall, pilaster, and column .� strength at 2S •3a4 s with the following proportions standard, - diameter or other items producing a hangri• load over 50' shall be hung by a reinforcing. Lap 30 4iiameters or 2'4" minimum Cement I par: system approved by the design agency. Any hanger producing a load over 200' l l Lap all bars in intersecting footings 2'-u or 30 diameters, whichever is greater Lime - ' 4 tart maximum �Plr AL IkSPF.CT1�)�� / shall have additional framing installed to transfer these loads to the mair. 12 All welded wire :�hric shsl4 co:f form to ASTM specification A 185-73U� Waw jS Sand - 4 parts maximum Special inspection• are to conform to the State Building Code and U B.C. Section 306 and % t structural beams or walls unless otherwise approved It All wit e fabric shall b.. supplied and laid in flat sheets and shall �, All mortar shall be mixed by mechanical means and proportioned by accurate are required for the following materials „ �- 10 Shop drawings shall be required on reinforcing steel, structural steel, glue he chaired to propf r position ;n slabs. measurement Shovel measurement will a�ot be allowed Cast in plat; concrete laminated members. fabricated joists. and shall be reviewed prior to fabrication 13 Reinter Ing shall not be bent or displaced for the convenience of other trades - 7. Tests - See specifications. Structural and mw-ellaneous iron finless approved by the structural engineer 8 Special inspections shall be provided by the owe.er and is required where noted Firid welding 5�E_WORE 14. Minimum ck,ver from t ncrete surfaces to re-nforcing steel shall be on the drawings(See Sheet S1) Concrete block where noted {ate Io 1 Conform to the requirements as outlined in the Foundatica investigation Report 3" •/- 1/2" to bottom of fo,%ing 9 All reinforcing for masonry walls shall be Grade 50 conforming to all -- - ---- prept.red by Geotechnical Resources, Inc dated 2" �/- 1/4' to eartr, face of wall T 1/4" to insist face o1 gall _..... June 25 1990 i'• provisions of concrete reinforcing section above. �,lc- 1 �r�• -� ,/- •/- lid main steel beans and columns 10 Except as otherwise shown, reinforce all masonr; walls with the following min 8imum 1 1/4" from top in slabs on grade C " nominal thickness- i 1 Conform to the requirements as set forth in the Foundation Investigation Report Center of wall =5 i• q�"o c vertical P center of grouted voids Jn prepared by Geotechnical Resources, Inc , dated Juae 26 1990, 15 Elects cal conduit shall be placed near center of slab 2 '4 horizontal in bond beams at 48'© c. � I 1 Except as otherwise shown, reinforce around all openings with 2 5 horizontal J��j �, / �fM� Z Soil Bearing Pressure Wcx�JRA!►1ING at head b opening plus 4'-0" & 1 •S vertical at each jamb b. opening plus 4'-0". •-• r .lOi �T`- 0 20'.lil cf (New and used car buildings) 1 All laminated beams u, a Dou lac Fir with fb = 24JQ si er AITC s ccilrcation y P g P 1 y P g p { - ) P d b 8 P P pe 12. Except as otherwise shown,dowel all masonry walls to foundation walls with 1 � � � H 25a10 pcf tServrLe and parts buildic R► appearance grade to !te industrial "5 d4,wel x 4'-0" P each vertical wall bartmbedded 2'-0" into concrete - 2 All glue laminated members shall be notched• shaped and finished as per plans13 Lap all bars a minimum of 36 diameters except as otherwise shown. � . { W Lateral Ea!'th Pressure and specifications and shall he fabricated with waterproof glues 14 Provide 2'-0" x 2 -0" bars at all corners an intersections for all walls in a ual -� 3; psf (Yielding walls) 3 Erection of members shall c• nferm to AITCPspecifications No 105-65. sue and number to horizontal reinforcing q 2 X �(,}��j,o ?� -I(Od� - ` 45 psi (Ivor. vielding w ails) 4 Camber beams to tr is lines under 150 times dead load deflection except as 15 Provide bar positioners for all vertical reinforcing with high lift grouting. j'�,, ,, (. � INT ?. otherwise shown 16 Protect all masonry units stored at tub site and erected from the elt inents. Coefficient of friction =a) 35 5 Certificates of inspection "1 and "2 from AITC or an independent testing 17 Grout cells and bond beams that contain reinforcing or embedded items, Grout Passive soil I esistance -250 pcf (equivalent fluid) laboratory will be required, additional cells as noted on the drawings. � _ _ �' r) 18 All work shall conform to Section 2402 thru Section 2416 of the Uniform -" N a p - --T--� min mufmgIS" below fiinal gradediNot Notify design n aor gency befo re proceedin if any 6 all Joiisst_� beams and sber trginio rst_ be as follows Douglas Fir "2 Building Code. �ttz 8 Y g agency proceeding J ... ,..... unusual conditions are encountered in the footing excavati4ins 6 nom & greater beams c:stringers Doughis Fir "1 19 Connect masonry walls to concrete walls at all intersections with 1/2" diameter x �� 7 - P c 2 x 4 studs. R g g Ddu Fir studs Fir "3 15" M.B. in flush shells at 48" vertical center. �IU.� Pti!c- �- Iwd true � . " 1 t t Excavations w conform w the s<�il',� report b. ucks, hlockin brid in &... sc .,.,...,.... DougR it or Nem, or std 20 Electric boxes. conduit and plumbing shall not be'placed in any cell or course L� l-�,6 J � � - � � --- ilodC,. .4D� e J �..(]NCI� & better or 2 that contains reinforcing 55 �� U 1 Average concrete strength as determined by job cast oto cured cylinders at 25 d 2 x6 studs and larger ..Douglas Fir "2 days (plus increase depending upon the plants standard deviation as specified e. Sills, ledgers pirates etc embedded in PREFA$RIC -DFLOOR ANDR QF IOISTS _ _ _ _ in ACI 318 77) shall be or in contact with concrete Press treated Doug Fir "2 1 All prefabricated roof and floor members shall be manufactured by Trus Joist I 1 -- N �►� LL 1~ _-_ 4000 psi for concrete at composite floes deck (roof) f Posts ...... Douglas Fir 1 Corp or approved ~- i _ � 1�� lj) 3000 psi for all other uses Crosshridge or solid block at S'41 maximum o c for solid sawn Inist 2. All joists shall conform to all vi ions a t 9 8 `-- + I / 4"' G � N �i 1 n pro s f he 1 8 Uniform Building Code. 1 2 Minimum Mix Requirements 2 x 12 and larger 3 Joist shall not exceed a live load deflection of L/360 or the working stresses as I ;C eo,TUp �- a Cement content per yard 5 sacks w 30111, psi S Framing anchors, joist hanger, post caps tit to be "Simpson" or approved shown in the U B.0 standards forappropriate materials for the loads indicated I N�'T TC_r'or �� xyZ b sacks a 4UU., psi equal on the drawings i �1/'rhl/ �• .�''4r1 >� 1 X - 5 1 2 sacks w slabs on grade 9 All holt heads and nuts herring on wood to be provided with a washer 4 Joist manufacturer shall furnish complete engineering shop drawings withI f (, t ��TUp @ EA SIDS h Slump 2 to 4 inches Deviation from design slump •1/2 to -1" lit All nailing to be per table 25(1 of the U B C Nails called for or the drawings are Oregon registered professional engineer's seal. I T 1 r ,t C Or 6W_L41" C Air Ent;arnment Per ACI at all exterior slabs to be common5 A TJW,TJ60, series I I 01 bJ�3_1� 15A,C57IbE d Admix. Water reducing admix (Pozzulith or equal tar all slabs 11 Cutting and notching of jr aisle not allowed 1 diameter hole may be drilled in 1. Manufacturer shall furnish all bridging as required to provide a I �(is�f�� + INTO F � Place aild cure MI concrete Per ACI codes and standards the center 1/3 of the member depth All other holes td be appr,,ved. complete floor or roof system. __-I — / 4 Provide cont rl Idiots in all slabs ria grade at 2(I' 0" o.c. each v,av maximum 12 Studs may he notched in the lower 1/5 of the height of stud for eicrtric a id 6 Cambers: �` SHEET NO. - un -,ss otherwise shown on plans Provide heavy (3/4") tooled feints at 5 -0 o c plumbing pipes, but no part of notch is to be deeper than 25% r,f width of stud Roof Members 1.25 dead load � �� ' and 1112" premolded expansion joints at Holes of diameters up to 1/3 of width of stud may he drilled in studs but not in Floor Members 125 dead load / (5 [,77 c-4 De, 01"P . I F r 30'-x1- o c in all exterior v elks and slabs center 113 of their height 7. Double all joists tinder mechanical unity unless otherwise shown. I• Tp >",E/�(/V1 F'- --`" � t .� ;� iaL� _ \J At areas of depressions for slabs and beams, provide minimum th:i kHess of 13 All member s 2x or less (least dimension , %hall he kiln dried A All bridging, bearing hardware. blocking, hangers, etc that connect to the depth as for adjacent areas unless other wase shown 14 Plywood sheathing to be standard grade with e%Lrior glue Install roof and joists shall be per Trus Joist Corp. slit lard details I0, G Sleeves, pipes fir conduits of al miaow) :hall not be embedded in structural floor sheathing with face gain perpendicular to supports and stagger end 9 Erector shall exercise extreme care during erection of joists to prevent then --- _— �-_ .__ _._ _ _ _ -jr__ ., �, v f p _ _ concrete unless effertivety coated dints Install wall sheath) -- — j ng either horizontal or vertical and block all edges of from buckling laterally. Provide lateral bracing as necessary -�• N p, X >� plywood with 2 x 4 or Q icker blocking. Special stud and nailing requirements 10 Manufacturer to inspect all trusses after they have been erected and sheathing, �j K j I�' '! i�j U 15 - - -✓--- -� required at Grid S shear wall See plans Block roof sheathing where noted on bridging, blocking. etc has been installed. Manufacturer to submit certificate 1 f I I1fyl lxK I drawings See plans for nailing schedule to engineer that the inspection was made and thou Nists aro in acceptable IL,. - �\ J condition and meet clith the manufacturer's design and installation _ requirements. � u 1.x••.+00 !-:-M 68TH f 0PV-::WAY 55 OF 83 - I ' IF THIS DOCUMENT IS LESS � �i � � � L I � I 1 T].TT SI � 111111 1II III LEGIBLE THAN THIS NOTATI APRIL 28 L1TY 7 01 11 " 994 IT IS DUE TO THE QU� O �� •�� '� f, No.3e ,�•_'•�••�^• •� THE ORIGINAL DOCUMENT. t9l, — _ _ _4i bii- £� TZI iT � i �8 8 LL �9 41 li ((IIIIIIII IIII IIII IIII (IIIIIIII (IIIIIIII IIII lilt (IIIIIIII (IIIIIIII (IIIIIIII IIIIIIII IIII IIII IIIIIIII IIIIIIII IIIIIIII 1111111 IIII (IIIIIIII lllllil lllllll!1 1W1111111�1IIl�lI1111111111:11111111111�11L'IIIIIIIIIIIIIIIIIIII�IIII I!I�IIII IIII�WI. TE LMRS. GRID FACE OF WALL SL+,.JGc�U l.E � 1 18' x 1 112' PLASTIC STRIP ,, TYP. J '�,�'' -8'CMU BLOCK- _ �EE F�ur~r Kiri Ior� ��0/ -! 1 :./2" \41 N. OR 3/4"DEEP TOOLED JOINT v ♦ ♦ --.-- 3' MAX. PLA1�1 _ + _ �EZ R E I•►•I F=a t2,L I.J C� c cv } `s ,,m -- o . •� '� ' •� .;0 TUBE Tl1BE STEEL COLUMN �� • �•�� -61 61619�1 J WET JT, 1 VERT BAR AT EACH END CELL AT TOOLED EDGE . . . . . . . __ �., e.au . -- - --- I � - _..• `.. 8'CMU WALL BEYOND EACH SIDE. SEE FND. PLAN FOR - CONC.SLAB BASE PL- SEE ��+�cJu�E. I �Lo toJ G2AvE \ 1 x 2 NOM.) KEY W/BEVLLED VERT. REINF. - / aF ( DO NOT EXTEND HORIZ.THRU JOINT \" DO NOT RUN REINF. T}iRU JOINT TOP 6 BOTTOM. BEVEL OMIT - - -- j r — IS : 12 / -- SLOPE @ SLAB EDGE SEE ARCH. FIN. GRADE -- SLAB ON GRADE SEE ^ `)N. PLAN 4) CC 44 - ---- --- - _ - - -- - - - - - FIN GRADE --- -- 2' 0"INTO CMU WALL SHRINK GROUT �--^ T-� -- - •_. s - , - - -- -- -- -- -. -- - - -- -- - - 1 N4 EXTEND -- 3" MIN' 1112"NON -- ,--T- --- iI @ EACH END `.'• p H -80 -- i y Zz" rr _ 11._T Wil._ C Tr �/I] i �• • 'e a" �. . 4 a' ,�., a ,.- FOR REINF.SEE �_ C o, v V. �\ I y ' ;; i i PLAN �1611I� INSULA7lo►� - ROPE AND CAULK JOINT SEE ARCH'L � aaft -i-• �•y, . _ g'� . '�'HE tv E r QSEPt ; FA C4 r-4 d am COLD JT. � NOTE: Z - - Q-•` + - -- • - I _ - � - - - �O MAT�H�AI..L. �/ERTS HORIZ. REINF.AT ROOF LINE IS TO BE , �' , ' _ - -- 2-05 CONT. w 3"CLR. (TYP.) N _ ALL CONSTRUCTION JOINTS TO BE VAPOR RETARDER L-3 - CONTINUOUS THROUGH JOINT + w VARIES SEE FDN.PLAN t i -� N V COLD CONTROL JOINTS ----- - t o .. � SAND (TYP.) --- _ -- - -- --- Z - - - - - - - - - - - _ >f -r 00 M PLAN � -- F7G. 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I-I EZZ OLAr- �r�3TH F'ORI<'WAY " IF THIS DOCUMENT IS LESS '1�f((ili III 111 III {{III III III III III III III T(1 11TTIC IIl'II1 III I IIII III 1�C �I Ill III III III ill III III III III III III IIIIIII ' IIIIIII III IIIIIIIIIII III III VIII LI ' ,� ! LEGIBLE THAN THIS I I I I I I I I I I I I I I 9 I lU 11 ( I 1Z APRIL c 0 1 994 I 1 I `L 3 f � j l 6 �I S� � 4' IT IS DUE TO THE QUALITY OF --` No 3e THE ORIGINAL DOCUMENT', -- -T,11191� - - 8 [ 8I LT 9i 4T bl £T Zi IT T 8tu, �Z LN1111 9Z Z I 07. I �� I II {III IIIIIIIII IIIIIIIII 111141111 IIII�IIII 1lllllllLt[16 llllllul llll11111�1i1illlll 1111 llll Illllll Ill�lllllllllll�l � I�II IIII II II IIIIII 1111�11{I 11111111111141111 111 i� DATE MRS. PLUMBING EQUIPMENT SCHEDULE AND SPECIFICATIONS PLUMBING SYMBOLS_____ W WASTE CONNECTION -- -- -- -- -- -- -- - v VENT DESIG. DESCRIPTION — -- HW ___V____.� W } ID _ FIXTURE FITTING, REMARKS , . . HW COLD W TER Cw (12o°F) ELIMDOR SERFS AS REQUIRED. SIZED TO FACLATAIE EASY ACCESS AND _ - -- - �" HWR HOT WATER RETURN (120°F) I AP-'1 ACCESS PANEL -- -- , •-- I -- -- '- REWVAL OR REPAIR TO MECHANICAL SYSTEM. LATCH: SCREWDRIVER OPERATED. PROVIDE FR-SERIES N FRE RATED WALLS (1.gFR. RATED U.L IJSTET)) _-_ - -p -- D DRAIN QUAZITE POLYCAST: 700 "HARDWARE" SERIES G GAS PIPE CB-1 CATCH BASH -- 4" #651 WITH CAST RON GRATE -� G-- CID OLEMOUT AND GALVANIZED STEEL TRASH B",ET -_ _.._ _ -_ --_--..___-- -....__ _.__ _____.__._ ,_�•--_- __ _._.____ __ __-_-_—_.-- ---- •-------. .-- DV DRAIN VALVE COTG-1 FLOOR CLEANOUT TO WAX -_ -- I __ — I __ --- ► JR SYNTH FIGURE 4239-U-449 NO PJB. SAME SIZE AS MALI TO 40. SEE DETAIL' SOV SHUT OFF VALVE (GATE, GLOBE, OR BUTTERFLY) Pi U UNION DF-1 DRINKING FOUNTAIN - -- --- -�sj'- - 11/4 1'/4" - ELKAY: NO. ESWA'-8 WATER COOLER - -� - -_- PROVIDE SPEEDWAY STOP AND SUPPLY -- _ SEE ARM DRAWINGS FOR MOUNTING HE04T PTRV PRFSSURE/T._M PERATURE RELIEF VALVE DF-2_ DRINKING_FOUNTAIN (HANDICAP) j ',in ! -- _ _11/4" — - 11/4" -- -- ELKAY: NO EFF-8 WATER COOLER PROVIDE SPEEDWAY STOP AND SUPPLY __ -- SEE ARCM.-DRAWNGS FOR MOUNTING HEIGHT � M��,�-_-- CONNECT TO EXISTING DF-3 DRINK NG FOUNTAIN Viz" -- 1'14" 1114" - -- - ELKAY: N0. EDF-10-C - PROVIDE CHROME PLATED P-TRAP, TAL PIECE, SPEEDWAY STOP AND SUPPLYEXISTINGEXISTING REMAIN -- - - - :'W-1 FLOOR Q_EANOUT I -- — -- --- -- -- J.R. SMITH FIG. 4023—U SAME SIZE AS MAN TO 4» SEE DE'i AL• — 1 Rf_LOCATE EXISTING � REMOVE EXISTING �+ » AS J.R. 2120-Y-' 44B WITH NICKEL BRONZE LAMINATE TOP. NICKEL BRONZE - 2 t FD-1 FLOOR DRAIN (HEAVY DUTY) --- I -- PRIMED. SEE DETAL: ~- _ NOTED LAMINATE CAST IRON -- wSEE SEE JR SMITH : FIG. 2005-A-U-P, CAST IRON/FLASHING COLLAR i 2 FD-2 FLOOR DRAIN --._ -- - DWG. DWG. -` -"' ROUND N.B. ADD. S'TRANER. I PRIaED Y - - -- - _ - SEE OETAL: � " Ai go WITH �4" GRATE WITH DOME STRAINER BOTTOM AND ALUMINUM RECESSED 3 a FS--1 FLOOR SING -- — 1ki NOTED S S -- — J.R. SMITH FIG. 3100-Y-11-43 81/2'x81/q." SERIES GRATE PRIMED. SEE DETAIL 3 A r ----- - --- -- --- HEI-11 HOSE BBB 3,4 _,_, C S :EFIG.5509 NON-FREEZE WALL HYDRANT WITH INTEGRALUUM ` n KER HB--2 HOSE BIBB � -- /4 -- -- -- -- -- � CHICAGO NO 998 `;-INTEGRAL VACUUM BREAKER .-:___- FLUE FIAT: SB-2424 WITH 6" HIGH PRECAST TERRAZZO AND STAINLESS STEEL FAUCET: CHICAGO ASW APPROVED T. do P. - ./ - THERMOMETER JS-1 JANITOR SINK 3/4 /4»— 2" 3" — — DRAIN BODY. VACUUM BREAKER 897 WITH HOSE THREAD SPOUT AND INTEGRAL CAULK SIDES ADJACENT TO WALLS WATER TIGHT. RELIEF VALVEJYSCHARGE _ __ _ __---_ _-_�__._._ _ --- ,---_ -__-_- _—. .---. �___._.__---------.._.__. - __ —__.____—_—_.._�.__�___-.__�_. ___ - ___.-__ N �_ _ FULL SIZE TO TERMINATION _ - - - AMERICAN STANDARD "AQUALYN" 0476.028 COL NTERTOP MOUNT PROVIDE FAUCET: DELTA MODEL 523 HDF WITH FLAT GRID STRAINER AND EXPOSED HOT WATER AND DRAIN PPE UNDER LAV. SHOULD BE INSULATED AS SHOWN ON DRAWING SERVICE ��` ,�� L.-1 I LAVATORY (HANDICAP) �'i" a/4" 1 ll�" 1L�" -- — CHROME PLATED BRASS P-TRAP TAIL PEKE, SPEEDWAY STOPS AND 0.5 GPM FLOW RESTPoCTOR PROVIDE: SPEEDWAY STOPS AND SUPPLIES OR OTHERWISE COVERED v 1 SUPPLIES - PROVIDE: CHROW. PLATED BRASS TAL PEKE AND P-TRAP PARTS i 4,w 3/w " 1'/" — — AMERICAN STANDARD "AQU_'�1.YN" 0476.028 COUNTERTOP MOUNT PROVIDE FAUCET: SYMMONS MODEL S-61--G METERING. SELF CLOSING AND .5 GPM SEE ARS, DWG'S FOR MOI.INTNG HEIGHT. HOT WATER AND CULATION I ( -STRAP L-2 LAVATORY (HANDICAP) 4 4 1 2 I CHROME PLATED BRASS P TRAP TAIL PEKE, SPEEDWAY STOPS AND FLOW RATE. PROVIDE SYMMONS MIXING VALVE #4-10-A. SET PIPE p� LAV. SHOULD BE INSULATED OR COVERED. `" - BUILDING 1 PS, BOTTLES _ , FOR 110' DELIVERY. ```'-� CIM � FAUCET: DELTA NUMBER 523 HGIMIHDF WITH 0.5 (RM FLOW CONTROL - --- a — — AMERICAN STANDARD -LUCERNE- X0355.012 WALL HUNG W/JR SMITH SEE ARCH. DRAWINGS FOR MOUNTING HEIGHT. HOT WATER AND DRAM PPE • L -3 LAVATORY (HANDICAP) I /4 I 3'4 1 1l�" AND METAL GRD STRAINER. PROVIDE CHROME PLATED BRASS P-TRAP ` WALL OR CONCEALED ARM CARRIER COLOR: WHITE VITREOUS CHINA UNDER LAV. SHOULD BE INSULATED OR COVERED. �- GAS COCK I . _ _ __._- -- - -- --- --- ._ _-- --- --- - - I ----- TAILPIPE. WAY STOPS --------- --- -5-----.__^_ --- -------------.-..____.-- ______-..__-------.---- -•-----------___ ___-__.____..___.__.___ -~ OD-1 OVERFLOW DRAN -- -- r -- --e -- SMITH : FIG. 1070--C•--R WITH UNDER DECK CLAMP. I I I NOTED �-- -••��Hs;, ODV- 1 IOL DRAM VALVE I -- -- — w -- 1)>�" -- ACE TANK-�AORRISON VALVE MODEL N0. MR235-112 BRASS GATE VALVE �6" DIRT LEG ' I ROCKFORD MODEL OST-5636, 150 GLLONNS INTEGRAL STORAGE TANK OS-1 OL SEPARATOR --- -- 2" 4" --- -- 1i4" WELDED STEEL WITH TRAFFIC COVER, SEDIMENT BASKET. PROVIDE I PROVIDE VENT WITH UL LISTED VENT CAP. 1l. l INTEGRAL EXTENSION AS REQUIRED. 1-1/4" DRAIN TO L CODE DRAI PAN,2D--1 RAN DRAM { -- ( JR SMITH : FlG. 1010—C—R WITH IJFOER DECK CLAIM' �D OPG. 275=1 PROVIDE WALLNOTED . WATTS NO. 2238 SEE DET JL:- 4 BELOW BRACKET WHERE PRS-1 PRESSURE REDUCING STATION ON PLANS '_ "'- — — __ P1 MOI.MTED OVERHEAD RP-1 RECIRCULATING PUMP 3/4" -- B&G MOD. NO. LR-2-BF 1/20 HP 11,`- VOLTS i♦ 02900 RPM 2 GPM BRONZE FITTINGS AND SEALS FOR 120° SERVICE DEUNERY ® 2FT. OF HEAD //'-`' - PRE-VENTER _ REDUCED PRESSURE BACKFLOW I w w PROVIDE BRONZE STRAI+fE<t, AR GAP SYSTEM WITH DRAM LINE ANO A I SEE DETAILS. GASWATER HEATER . RPBP 1 i 2 -- --- — 1" -- I WATTS SERIES 909X1/2 - ------ I --_.-- _-- — ---_�__ - __ —_ —_ --1 I SOV WITH UNIONS. P2 - --.—._ ._ --- -- ----- --------- --_----- ---- --------- _ _--- — -- - ----- - - -_--_--_.__--- •- - - - ------___ _----_.---_-- ___-__-_ _ _�__ -_._ ___ __ p1 NO SCALE •' �_ . w w w JUST NNO. SLX2231 FAUCET: DELTA 100 HDF WITH 275 G.P.M. FLOW CONTROL DEVICE. PROVIDE S-1 SINK ' /4 I /4 ) 1/Z 2 — I TYPE 302 18-8 STAID STEEL W/J35 CRUMB CUP. CHROME SUPPLIES. BRASS TAL PEICE. P-TRAP, SPEEDWAY STOPS AND t I FAUCET: DELTA 700 HDF WITH 275 G.P.M. FLOW CONTROL DEVICE. PROVIDE S-2 SINK 3/4 1LZw 2w — _- JUST N0. SLX2231 CHROME PLATEL' BRASS TAIL FOCE. P-TRAP, SPEEDWAY STOPS AND { , TYPE 302 18-8 STAN STEEL W/J35 CRUD CUP. SUPPLIES. -� FAUCET: CHICAGO NO. 305-VB-R WITH INTEGRAL VACUUM BREAKER AND S--3 SINK 1 3/4 3/4 1�Z" 2" -- -- SINK JUST: NO. A-18665 STANLESS STEEL SERVICE_ SINK. STOP ARMS. DRAB I JUST: FLAT GRD STRAINER NO. J355 PROVIDE CHROME THERMOMETER • 1 PLATED BRASS P-TRAP AND TAL PIECE • - - - - ASME APPROVED PTRV — I • I SHOWER FAUCET AND HEAD ASSFNI LY DELTA MODEL 1693 HDF WITH _ � 3/; 3/; I � w — — I ARCHITECTURALLY BIALT STALL SEE ARCM DWGS FOR �CACT LOt;/1T10N � � � DISCHARGE FULL SIZE TO � HW SH-1 SHOWER /4 /4 1 1/Z I 2 i FLOOR DRA1P" JR SMITH FIG. 2005-A NICKEL BION-,�E STRAINER PREMED SCALD PRESSURE BALANCE AND INTEGRAL CHEAK STOPS. TO SEE G_TALS: P2 TERI4NNAT10N AS SHOWNON DRAWING. HAVE MAX. TEM'. ADJUSTMENT STOP. 4 •Q QUAZRE - POLYCAST SYSTEM 700 SERIES "HARDNOSE" PRESLOPED AREA TD-1 TRENCH DRAW -- -- -- -- -- -- I PROVIDE ALL COMPONETS AS REQUIRED TO INSTALL COM UTE SYSTEM. SEE ARCH. DWG. FOR EXACT LUCATION. 4- SYSTEM TP- 1 TRAP TINIER '�2" -- -._ a. — — PRECISION PLUMBING PRODUCTS MOD. PRIME RITE, P-1, P-2 AND MODEL p DIST6UT10N UMTS OR MANIFOLDS AS REQIRRED. PROVIDE S.O.V. 3 _w. I OREGON #1 AS REQUREU. ALL IAPMO APPROVED P2 �..-__ - -- - ---- _._._..._--- _____... Y------ ---- ----- -- .-_ _ -..._. _ _ - _.._. . ._.____ --- .----.-___ _ ____-____._ __--- / -- w ~ � w w " � �- �/4"MgN. � � •'- PROVING STRAP , U-1 URINAL 1'14 -- is j 2 — AMERICAN STANDARD LYNBROOK" X6531.019 WALL HUNG WITH SMITH } FLUSH VALVE: SLOAN ROYAL 180 (TOP SPUD) VERIFY MOUNTING HEIGHTS WITH ARCH. DRAWINGS AROUND TANK AND _ _ SUPPORTS COLOR WHITE 3 T1N0 ra"♦ RODS AT w . w .� N AMEPoCAN STANDARD "LYNBROOK- #6531.019 WAIL HUNG WITH SMITH CW ° -- U- 2 URINAL (HANDICAP) ( 1'/4 -- • 1.� 2� -- FLUSH VALVE: SLOA,"I ROYAL 180 (TOP S?�..'D) VERIFY MOUN'TNG HEIGHTS WITH ARCH. DRAWINGS � A 45 ANGLE - • SUPPORTS COLOR: WHITE _ - - -1{F-� TO ANCHORED w w -- - - I AMERICAN STANDARD "NEW CADET'" 2812.053 VITREOUS CHINA. ELONGATED SEAT: OLSONITE MOD.NO. 10 S.S. OPEN FRON-i SOW BLACK PLASTIC SEAT STRUCTURE. W-1-- -WATER CLOSET _.,. . �i4 1 2 3 --- -- _ SIPHON JET. WITH SELF-SUSTAINING FEATURE. PROVDI_ SPEEDWAY STOP AND SUPPLY AMERICAN STANDARD "NEW CADE-r 2812.053 VITREOUS CL MIA. ELONGATED SEAT: OLSONITE MOD. NO. L210-N-CC OPEiv r KON i 2" LFT SEAT W-2 WATER CLOSET (HANDICAP} /4 -- 2 3 -- -- SIPHON JET. PROVIDE SPEEDWAY STOP AND SUPPLY r CODE DRAIN PAN ___ ._ - --- -- _ _- - - - - - - - - - - - ---- - - - L_ L____ - . -- _ __.. - _ _._.__-- -- -- - -- _... - .------------ _ _ -- --- - _. - - - - - --- - - _ - ------- - -- -- - -- DRAIN TO WCO-1 WALL CLEANOUT -- { -- I -- -- -- -- J.R. SMITH! NO. 4472 WITH STAINLESS STEEL COVER PRIMED. SEE DETAL.: P2 7�� BELOW J. �- ~_— PROVIDE WALL — -_ .-.- _ __-- --_�_ _-_ _- -- __-- __ _.�___,_.__—____._ --------_.-----__-- ____ - ..---__-_- - -- -- . -._-•_ _ _ . --____ _ _.______. _.___ __ ______f_�___._ __-__ . ._._._ __-___-----.---_.----- - ------------ --- .____-- -- __ __-.__._----_-- BRACKET WHERE --a - a I STATE ELECTRIC PV-40-IOMS--K 1650 WATTS PROVIDE: DRAIN VALVES WITH WATTS NO. 8A HOSE VACUUM BREAKER AND 5 NOTE SET ABOVE — WH-1 WATER HEATER /" /" -- -- -- -- I SET FOR 100° DEU\ER" SEE DEIALL: MOUNTED OVERHEAD. 4 4 I 120 VOLTS RECOVERY 7 GPH O 100 RISE PTRV. P1 i _ . STATE GAS S8175-75 NE 75 CFH PROVIDE DRAIN VALVES WITH WATTS NO. BA HOSE VACUUM BREAKER AND 6_ WH--2 WATER HEATER 1/2 1112 1 -- — — .112 70 GPH 0+ 100° PoSC ASME CODE CONSTRUCTION PTRV. SET FOR 120DELR' RY SEE DETAL- ! 5 ELECTRIC WATER HEATER 3/. 3,w w ,w — FAUCET: CHICAGO N0. 631--R (4) WITH MEGRAL STOP ARMS. WITH 2" FLAT r 111 WT-1 WASH 'TROUGH (4 FAUCET) 4 4 2 ,, --- ELKAY MODEL NO. EWMA-9620 GRD STRAINER AT EACH WASH STATION, PROVIDE CHROME PLATED BRASS \ Pl NO SCALE I TAL PEKE, AND P TRAP p FAUCET: CHICAGO NO. 631-R (4) WITH INTEGRAL STOP ARMS. WITH 2- FLAT "' WT-2 WASH TROUGH (4 FAUCET) I 3/4" �/4" I 2" 3" -- --- ELKAY MODEL NO. EWMA-9620 I GRD STRAINER AT EACH WASH STATION, PROVIDE CHROME PLATED BRASS TAL POLE, AND P-TRAP a BRASS CLEANOUT PLUG PRESSURE GAUGE P f— 2" BYPASS P CLEANOUT AND ACCESS WITH COUNTER-SUNK HEAD COVER - TOP OF COVER GAUGE COCK 1 'f 0 BE FLUSH WITH TOP i- �`H GRADE • -_---_ - - --__ _�._._ _____ PRESSURE RuctvO STATIONS -_-INDIRECT FINISH FLOOR OF FLOOR - - -- f FLUOR Llt� 'o° o ; - 6 = _ - - - -- IIIIIIII '0 ° IIIil�II11= WATTS 223 OR APPROVED Ec]INYAI.ENT SEE ARCH DRWGS. 1_ 111= WASTE PRE o o 00 , - -- _ LOW FLOW STATION 0-40 OPM i �--CUT PPE O 45° 2�=� `--MEMBRANE °• ,' o 01 ° ° Ir �--16" SQUARE CONCRETE PAD ., INITAL PRESS. — 95 LBS. i WATTS I FINISH FLOOR-- TROWEL SMOOTH AND EDGE LY 1--1/2•' I NO FLOW PRESS- — 70 LBS. » { �' / , '� o w �__. `^� " c� BEND J LOW FALL OFF PRESS. — 20 LBS. 1 AR GAP - ! MEMBRANE- c u 1, 8 C.I.CBEND ?% r _ HGH FLOW STATION 41-96 OPM - — - V M�. f j- '' -- ---» BAI ANC'E OF PIPING �'-C.I. WASTE UNE ~ 0) INITIAL PRESS. — 95 LBS. = Is- TRAP—-- --2 TAILPIECE SAME AS CLEANOUT LENGTH TO SUITE •• r \ ,, f NO FLOW PRESS. --65 LOS. 0 ° ° -_ - _. _.. . TINNIER cv '_ o, o . ' D UNE TO GRADE •� 1 M FALL OFF PRESS. 1a LOS. O �--_ T-- ° ' � - -� . -WASTE L.W. _ WATTS { -° o --'o b. _ wo 2" - - w IF f r 2w I 2" ALUMIMJM RECESSED I OCCURS AT END OF SLI E TRAP PRNIER - GRATE (TYP.) 2" TRAP 70 P51 `� _ —Lw_ - TO 9UILDIN0 �\ � __ LINL CIAI�10�_ TO .GRAQE_ OT • �9 Pk�,�F\/ ov G 4 PRESSURE REDUCING STATIOr� 3 FLOOR SINK DETAIL 2 FLOOR DRAIN DETAIL CLEANOUT DETAILS P1 NO SCALE P1 NO SCALE P1 NO SCALE P1 NO SCALE LARRY GRIMES P . M . I COLUN9'iA AIVGA 21JITE 20o VANCUUV2101. W^GHXNOTON 99990 (206) 696-24mr. RAX (209) 69■-»97 SW 68TH PARt"WAY 6~ OF 83 - _.,.. ., "��'"'�I""` " . .....,,ter•. _. IF THIS DOCUMENT IS DESS T III I i III I I III I I III I I III I I III f 1 ir1TTTP,�111 (I ffI III I I ' III I I IfT III I I III I I III 1 1 1 1 1 1 II! I I III I III II , ' I f III I I I I I I I I I f TI I I I I I I I I I I I I I I I I I � I 1111 ' 1111111III IIIVIII I -,A►PRII_ 3 1994 I,EGIHLE THAN IRIS NUTATION, � _ I 12 3 — -- 5� 6 ___� —8 __—_`�_.-.----------lU _ vP' I T I S DUE TO THE _— -- — No.3e �j•••••�•f � � QUALITY OF THE ORIGINAL DOCUMENT. -- ----.- - -- - - ---- -� F11111 8Z Z 6Z £� Z TZ (`' 6T 8�i Lt 9T 4T I;i ET ZT TI T� Z��T��M�,lUillllllllllllllilllllldl ( � � II I I IIII�I IIIIIII�IIII IIII�IIII IIIIIIiillllll IIII IIII IIIIIIII III �I �I II II II I I I II I II I I III I I I�I II I I II II��llll�lll I� DATE HR3. DESIGN CFH ENT. LEA. TO WASTE PRESSURE PRESSURE OIL STORAGE VACUUM BREAKER oul� TANG AT TAN( C}•ECK VALVE PRS-1 300 2 LB. 7' W.0 pCF+E-�1'� n.'lrllJ r>:.•r<,a.r .-r !� ALt- FARM VACUUM VALVE vAcuurl BREAKER PRS-2 300 2 LB. 70 W.C. Lp•y l 11 I A!� 'f d I'VE -s 5-j-,I-L D ►•J a TE rl CoCHECCo PRS-3 I45_ 2 LB 7w W.0 TI��r1�• 3w 2• M ' CO PRS--4 _ 4 2 LB. 7w W.C. r�1 . - SLOPE 3/1d' j Cj�; - I �SLOPE 3/18' 30 -SLOPE r PRS-5 _ 2 LB. 7w KI.C. ffiS PRS--6 150 2 LB. 70 W.G. f f PRS-7 '4 2 LB. 7' W.C. y r� l tl �-� (`- r�r 1 PRS-8 _ 2 LB. 70 W.0 2- ' r r f ix PARAPET 2 l B GAS _ � __� PRs-9 300 2 LB, T W.C. ._,_ T- ---, - 1 r L a_,_i �l c i=t -------- _- wALI. _ N� PRS--10 300 2 LB. 7w W.C. --_�/ J\\ 7` W.C. 0 PPE STRAP TYP. SUPPLY� r r SUPPLY 1 PRS-11 300 2 LB. 7w W.C. - -- GAS CHECK ECK w --- 7 -R. " 1..'.'.'. PARKING DECK VALVE 3/4w VALVE 3/4- PRS-12 4 2 t 7 � _ f _SOV t s(�v ,- PRS--13 75 2 LB. 70 W.0� _ y I • PRS-•14 50 2 LB. 7" W.C. , � �-ORT LEG 12w IrN -lam DIRT LEG 12' MIN • SOV SOV •PRS--15 100 7 W.C. r'i' DRIP LEC TO UNIT �—AR REGU!.TOR �--AR R£tiuATGrt in �14 2- L H. "I" L l G, U WASTE XX.---� DRUM WASTE OL. DRUf�A ��•i 141:) 2 L g. �" WL. PUIIP V'A.'TE OL :;ART PULP WASTE OL CART -� L c.�c,�.TF;Y C u�� Com= �+•�� 1. GAS PIPE C� PARAPET WALL b� Ho SC:AL_r P No SCALE 9 WASTE OIL PACK UP STATION DIAGRAM SERVICE P 2 NO SCALE PAR I- BUILDING 3/4- EL . 1-1/2" PERMTER AR SUPPLY LICE. MAY EXTEND AS A I I WASTE OR VENT w AIR I SUPPLY 3/4" I I - -- - CHROME WALL COVER j '�---- WALL © j COMPRESSOR DISCHARGE AND SCREW HIGH PFZESSURE -ITO TAW ! r- II FLEKIBLE PPE ' ; —GLOBE VALVE -f GLOBE COMPRESSOR AIR REGULATOR I V I i " PLUGGED TEE W/(.'LEANOIlT i VALVE C.F.C.I SHUT-OFF APD GAUGE V `--PL 12"" FAIN VALVE AR GAUGE - If �LUBF:UCATOR 0 AR COUPLER f �-/ w AR DRYER AR X� REATOR /2- FLOOR LINE AR REL•lA_ATER 1 2 N WEATHER AND GAUGE G `- __-- -- PROOF COVER c PREFILTER 1/2w AR COUPLER � r I AU � �I MOTOR OL PUMP ° o - -_------ •� I j ATF. l Tc3 '„RAN PUMP II �\. FLEX CONNECTIONS DRAM o O o Q VIP':4TION ISOLATORS 11 7 ----.,,-TAW TOP r _ - �� 4 HOUSE " w •_ - TANG TOP - - - 1 - --- w Ti 1/8 Cl BEND "' .. .... - . r- ---- --- ---- _ -- i KEEPING PAD �� BALANCE OF PIPING SAME AS CLEANOLrr TO GRADE AIR COMPRESSOR PIPING 6 AIR PIPING DIAGRAM 5 CLEANOUT DETAILS 8 PRODUCT PUMP 7 N410 SCALE �.P2)NOP 2 NO SCALE � NO SCALE P? SCALE METAL STUD WALL -—� I I I I GLASS MESH MORTAR LINTS 'WONDERSOARD' 8 P2 SAAR �—RETAINING WALL , 1 1 N SILICONE SEALANT - - - - - - -4 I r THIN SET CERAMC TLE ,•. , / e7 � ' . �, I I / I 7jo /8w.,�� /Qw O 1. 3/4" WATER PROFINQ `�_ I III 47 v • { -- �EAM3RANE O O P2 ;SMEAR SKY BRIDGE '-------------- i I GROUT am, I ( IA.T.F, MOTOR OL � sov PROVIDE AP-1 ___. _ FD--1 ,[-_____�. _ 500 A� I 500 GAL _ WHERE PFi1rERs -. I TAN( TAW ? r ■ ARE INSTALLED I L - - _�_J I FML L FILL N WALL i I AUTOMATIC PRIMER -- SEE SPE( IC .FATIONS 1 + I 1 \ O TRAP - _ V R COW-11t-TE SLAB 1 I •• CVII OUT r CW N L-- ��- -'-'--J --HEADER NOTE: REFER TO LATEST EDITION OF { 1 1 I I EXI5Tr1G 3000 GAL.. - I I ! I U WASTE OIL STGRAGE wHANDeoOKFOR CERA1v�C 1 I TANG - RELOCATED w \ TLE INS•T'ALL.ATIOW. ---I AIR GAP TO DRAINS 1 ; 2;Ei E W co AS REQUIRED i M. _ -_-- I - x Lo -CAP--- -- -- ----- — -- -- - 1AL CODE VENT CAP - . L • 2 PRMARY TANK DRAM � EXPOSED PRt�s TO BE BEHIND AIIe. G�M""°I`zE�ol'C WASTE OL , J ' l (TT'PICAL OF 3) /�lRrfr WT-1 302 S.S. N04 SATIN FINISH REMOVABLE / h�Y ow SUPPLY FROM AR DR(V_ PUMP BY I �5 �4F''`�CI ENCLOSURE. ALL SIDES CAULKED WATER �� SERVICE BUILDING OWNER TIGHT. E---- t,I ti :i c�� 11 �'20 T` • G i� c•- / '�4� � ' 4JL SHEET NO. 4- RED. PRESS. BACKFLOW PR_ EVENTER _ 3 TRAP_PRIMER 2 FLOOR DRAIN INSTALLATION i TANK FARM PLAN - 13. :�, 6 NO SCALE P 2 NO SCALE P� NO SCALE _ P2 SCALE: 1 4 1 —O �� L• G��T P2 , - NOTE: SHOWN FOR SHOWER LARRY GRIMES P . E . -"ad 1 COLUMBIA RIVER SUITE ZOO• VANCOUVER. WASHINGTON QAeAO '206) 656-2456. RAX (Z06) 698-1397 12300 SW f:,ra"11l F'E-:iRKWAY 64 OF 8:5 w - TF THIS DOCUMENT IS !,ESS -Tp 1111111 III III III III II{ III IIIIIII I 11(1 i�1TT P I�l III Illli�l III III II( Til 'I III III I I ' � II I !I III III III III III I , I I , I ; 141 ' lll� lli ' I � I III I �IIIII ISI III I � IIILLI ' �) LEGIBLE 'THAN THIS NOTATION, I I 1 I Z I I 4 rjI I I I I �I I I 18 9 . 1 10L,I j 11 1Z APRIL c_0 1994 IT IS DUE TO THE QUALITY OF No.9e �j`•�'=r_°'"-' 1 THE ORIGINAL DOCUMENT. - --- -II -11-11 - -- - - --- !- ----- — - - £ t3l, 8Z 86Z £ZZTZ OZ S1 8I LI 8I 9i ��8 II �� ll 11111 �Illlll:11ul�� T� llIII III �,II ,Illllil►Ill>I ►�III�� .►S� � II I ►„IIII,,,i l�,�,l►II� II{II, ► I DAIS HRS.; f. IE. - 12 2 40W 3 4 TH f 4~W 5 C F- 4f, i 4" WASTE TO -4.W I SEE m G@-1 N WASTE A — - - `-- - - - - - - - -T T - - - -- ---- , FOR CONTU ATION OL STORAGE - 1 SITE v '-�-E. - t1" 11 I I�.J 11 1 �40W/e I ,J-� I J L{ I >tP)2 60'-0 SLOPE\ � S1 j !34'-0 SLOPEfRrELEVA TION 286--6- SEE 86-6- rF 77 1 SEE4--'"V LjCal._ LLmm rill �� ' 11w� oN „6r ca g I I I o n s �EM { f _ _ SERVICE E. 17.75 _ 4 E. >9.5• PART FFE 285--0-1i S BUILDING . ' � o I II . II , n ° a '` ° l { I LL L I I — I _ 1 f _ I ID=1 60'-0 SLOPE �� CB_t / SLOPE 20'-0 I _ I I rY' i E a { _ _° I f'L I I I --- I • I I I I � i�" A i � LI U I rL -------------- � I I � I I I . OC MAIN FLOOR WASTE PIPIN " . P4 SCALE 1/8' = 1' r � Cn LO _ -- 4 Up ?o ►Zo-I onecoH �Rt✓�,� �� SHEET NOS LARRY GRIMES P . E --------------- _ ------------------------- -- - , 1 COLUMBIA RIVER SUITE ZOO VANCOUVER. WASHINGTON 99640 \\ II I (209) 696-2489. FAX (206) 698-1397 i SW 68TH PAPk'WAY (IF 87 " IF THIS DOCUMENT IS DESS TJt Ilt �lll III III III ; ll Ill III III III III 1iT T �I_ f�i flf fll i�l III III fll TI1 II III III III III Ili III III III III III I lilllllllilllllll III III IIIIIII III lil lJill il - LEGIBLE THAN THIS NOTATION, 11 I I `LI I ,3 � I cJ ��_ iZ��•�'� APRIL 2� 1 994 -- �' IT IS DUE TO THE QUALITY OF No 36 THE ORIGINAL DOCUMENT. - --- - - E Z 8Z LZ 9Z Z fiZ EZ Z i�Z OZ 8�I BI LT 9T S'i 6i fiI � Zi it l 6 8 IL 8 9 II 'b fi II Z I��r�3rt I l�llll Illllll.11 LI IILI�IIU lllllll 111 IIIIIIIIWIII�llllllllllldl o� � IIII Illi ►III IIII Illl�lllllllll�II�III Illllllll�lll� Illi IIII IIII IIII�IT Illl�l,ll�llll II llllllll Illl�lllllll1111111Wlllllllllll I lllllllll IIII l►I,�l 11 IIII III►�II►I I�Il�llll IIII�II� e� DATE MRS_ •-•• 1� 22o FUEL al STORAGE NK 2 3 4 SEE NOTE FOR TABY OTHERS �'�:,.LVf A440 GF_A.P r0k FUT 5 6 EE SNOTE FOR 2" FUEL OL UH-7 I I UH-7 .k�-121 r ",,1-1/2" FUEL ---- �- - 2. e- UH--6 OL1-1/4 Il rI �;uV:'E U+-111 III �._ 5 rutLIKV- �� I AIR 7/80 MOTOR OL -- FUEL OL ,�- 2" HI)EL OL RETURN FROM 7/80 A.T.F. - -----� 2Z1f=4 (GRAVITY GRAN) 3- WASTE 01 PICK UP LICE 2-/ SLOPE 316' I f -- FOR CONTINUATION TO � I � ' 1-1/4" FUEL OL � f ' � WASTE OL ----� (SERE AS REQURfD) T F I PICK UP LICE �\ 7/8 A.T.F AND MOTOR OL LKS f FUEL. OL L14E TANK ARM7 I ( FUEL OL SUPPLY TO M�j SEt P2 j J 2- { I Lk-4 SKY BRDGE OVER LAI d , 2- .; + I 514,HW I I ' 1 fCW _-_ -iHO f 1-i/2-CiW34- AR 3/4-Cyyn� , " 3/4 CWin HOSE REEL BY OTl-ERS , / 1-1/2" �=� REEL BY OTTHERS �,1-1/2 3/4„ ,�- F•13--2 1-1/2 � � A - A - A A A MOTOR OL TO HOSE REEL 5/8 --- - - -- A.T.F. MO .__ A.TF. MO 5 A.TF. L1NE TO HOSE REEL 5/8- I I I .I A RV ICS ,,4 I I ! It •`� 1'cw PARTS I - - BUILDING . I.+ Li I ` i - 3/4-CW a G a ❑ - - - - I a . I I . �� - --- -- - -- -- - - - -� ~- WASTE OL I r 11-1 2' P8 PICK UP LICE FOR C AT10N y O • I I I SEE 1 AI AIR DROP i I SEE DETAIL 6 I ' TYP. 12 2" ' LOCATIONS — - - - -- WASTE OIL. SPICK Uh S'-A•I-I JN II 3/40CW 3/4- AIR fcw HB-2 w HB-2 _ t � 1-1/2- 01 -- � 1-1/2" aI••E-2p HOSE REEL BY� 6 I�iIES� � 3/4-CW ❑ _ _ _A _ HOSE REEL BY' OTF�RS 3/4- ,qR A 3/4- AIR A OTHERS I It 1--1/?.- d -_ _- - - MO -A.TF A MO A.T.F. A MOTOR OL TO HOSE REEL 5/8- I i A / S 8" j 4- AIR A.T.F. L K TO HOSE REEL 5/8- / I i i i 5/8" i 3 I I j I � I I • I 1-1 2 FUEL OL �� I FUEL OL SUPPLY TO UH-.3 N � / 1 1-1/4" FUEL OL j f FUEL OL UH-7 UH-1 U+-2 u+- , -A - - - _--- - -y� -_- �- ___--- - FUEL of RETURN FROM 1-1 4- FUEL UH-3 (GRA DRAM 22Q GAS FUEL � J Lp (SIZE AS RE(X�tED) 1-1/4" GAS PPE UP TO ROOF 2" UH-7 --- --- --- -- ---- - WITH DRP LEG ON OUTSOE OL STORAGE OF BUILDING. TANK BY OTHERS _1/4 UP TO - HE-1 PARAPET & OVOR TO NBDE I J t II cc P9 I I II I II I I _ I Ir II I v I II Q I s MAIN FLOOR PLAN o � II P5 SCALE 1/81* _ f x L0 I I 41 I II � 78,:0 � I I I , oh•cor( SHE" HQ I � oil � � , I LARRY GRIMES P . E . I VANCOUVER. SUITS MA8HINOTON Samoa (2061 666-2466. FAX (2061 696-1297 SW 6FJTH PARKWAY hh OF H? _ IF THTS DOCUMENT IS LESS rjf III III III III III 111 III III III 111 11ts 1FTP711 i I i f 1 1 I I I I 1 I { 1 T "S I I I I 1 1 I { I.,.�..� .. ' �...; ' A ' - ~ , �wlM4tMxs.w.w.,ttriwmw•„Nx n l' .M,••Mwc.aw.'!7r1•^W�KMI M!"pue+ '•A�IYtlIfMMIPMr".°' . ."`I�r+!.fi � w�M1Ms . .. 1 1I f'i 1 I 1 L I I 1 1 f I I I I 111 111111 11111{`1111 � 111 � 11lIl� � �l� � ll � li � l � l 69 , 9999 111 �111�111 I I - A,°�?II_ 23 199'4 f i LEGIBLE THAN THIS NOTATION I 11 I I 2 I 3 41 5 I 6 I71_ I 81 I 9 lQ ! 11 IT I5 DUE TO THE QUALITY OF No 36 �1�1O111v11T11�11K11�1[1111111911�1I1111�11L11 [1 III�I�I9II [IIII I 4iI I-I{�I-II6�II[{�II{ EiI-I{I�IlZlll[lll�lll[l t [ >lllll6Ull�lll Ir�18I IIllLllTlLlllilllllTl9THE ORIGINAL DOCUMENT. lil�£il—l II�IZl, 11-11�811-111�LIZII 1—�1I191IZI illlllil111111ZI II�II£II llllllll4IIIIIIITIII1I'IIIIII�III£IIIlII IIL�llZllllllj►�lfillll�ild� l I� IN DATK MAS. FOR CONTINUATION �r OTG S 9 (jo) 11 12 �4 SEE P/4 COTG OS-1 IE - 49" I 15 18 � 1 __1 I -��_ - 8w DIA. I - - - - - - - - -- -- - -- -- - --- - - - - - - - B 1 L - � - SPRINKLER --- - - - - - 1 - - l U.L VENT CA 2 V i WCO RISER TERMINATE 8'-0 i I I — I _ I 2"FS-1 ABOVE GRADE Ff fF 71 i 2" UP TO FS-1 ABOVELL _ — 1 PIPE ABOVE CEILING I 12"W I I - • I I I I I I 40W 00 I I I I _ C _ I , M i – – – – – — – E. 166.25" a I C o C07G TOTAL FU - 130 3r 00 ` 3MW 2"W FOR CONTINUATION SEE 41 T2 CIVIL'S UTILTIES SITE PLAN #3 2-ow a� 4 w I �� 3 W 3" J 4 W — 40WW�--- J _ n--_ I - I i 4"W 4wW I �1_ WC 40W N IE. — 73.94" i FCO ii 4"W WCO 1/8" SLOPE \ 1 - - l_L —� ' COTG 11 f SERVICE I I PARTS 2"W ME - 285'-0" \ � II BUILDING I II i • I ii �--� I I I I I II - 11 I I I i I pl I 4"W� L _ I DF-1 I '1 CO 3 -- "FDs1------- ------ - -------- - .:.. W-2 L-2 2wW I i i � 14-W I ! 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I i COLUMBIA RIVER IIUITE 100 VANCOUVER, WA6NINOTON Osseo (206) 696-2406, FAX (106) 699-1197 I t2:7.00 ,W 68TH PAM' :WAY 67 OF 87%' air i r IFT► DOCUMENTIS LESS � � lS � III 1 Tj�TITIII SI III IfS111111 Ill il f1f jT1 � I iU APRIL 238 1994LEGIBLF THAN THIS NOTATION, 4 7 ii i5 I 41 - � —i 1T IS DUE TO THE QUALITY OF c""rS''- ' THE ORIGINAL DOCUMENT. – ---- -- – - --- -- – -- -- -- - _--_- --- £ 1711-11- 9ZLZ 9ZZ IIT m Z tZ UZ 8t RL Lt 9t�9t b[ Et Zt tit t I 6 �8 �L 9 �4 �1' 8 ` Zt-,�urt.I I ^ I �I III IIII IlIi I�IIII III II IlllulllllI �� liwld � IIII IIII�I I I il�lll�ll�lllllllll�lllllll III III III I III�III III111�►�I IIII II1111111 III11111111�11�1111 Illll �III111 III III I DATE HRS. . r� GAS METER BY NW NATURAL CT7)2 b- 15 16 GAS COMPANY 1 1 1 ---L - 1 Y _l— _ 1 .1 3 GAS RISER Us'J.o--(-D BLDG. SAV 1-1 2"V . .�. ,—t7 FU. 127 I WASTE 1 I I I 1 I �P= I / I I PICK UP LINE I I I` / 1 FOR CONTINUATION SEE UP I ; I I I SPRINKLER RISER I CW UP TOS I I ��L'S DWG. #3 ' �� I Air,- �:'f r,•:. I --- I I 3/4-CW FROM ABOVE 1 3/41 I I SECOND FLOOR I I WASTE OIL PICK� I I J ~ I UP STATION 9 i I I " HW FROM ABOVE DRAIN FROM 8PBEP-1 ABOVE ! I j 1-1/4"CW / " i i I J • 3/4 HWR UP I I I A I FROM ABOVE I I I y 1-1/2"CW FROM ABOVE I w i TP-1 I I 1 �• Lll I I II 1 HW FROM ABOVE ! " � . i .. 1 �1 CW I 1w`W I I I � �1� _ . -3/4 HWR ; / 1 I ic *'- I — - - - - - - — �1-1 4"C r 2-1 2'rV U l,? . , ❑ I I - - - - C M 1-1/2" AIR t l 1--- - I I a c 12"V -1 3/4-CW r— I 1 W1--2 -1 2wV I M 3/400W W-1 I 'If 1w W �W-1 - a 111 1 1-�/2"V 1-1/4"CW '1"CW1 I 3/4 HW t-• --- - -� I I ! I LLL �{ I 1- CW II _-- -- I j t ! SERVICE - - II PARTS " J 3/4"CWS' 3/4"H W 1-1/4"CW�� : ! H W 7 1 I II I . BUILDING I XI� Gj'faTl ow L----- 11 • + I � - ---- - IT 1 II I I 1 n I I 11 I I ! --- i 1 3/4"HWR i d I I 1 I • I . ! ' 1 I y I I 1 1 3/4 HWR 1 " I \ - - I AI _. /4 CW r— - _ ----------------- L � 1/2*V 3/,4"CW I I I i / "CW V, I I "Cw<'3/4 CW I HB-1 I 14 1 I I I 1"CW •� /4w �\ I 1-1 2 - _ w ' I I w 2-1/2 V - 1 3/4-CW - /4"C -- I /4' H W - Uf✓ ,,'(A'f I D N I A 3/4 CWf HB N -- I WA�'f>r I IIS - UP I 3/4"HW I • j TP-1 I •• . _ .�-� ... - - --- - ------ 1 •� �--- ..-.0«� uW ,fir. -t� �' ��-Z I , w I, FIS ►! I/C Ll . � - _ - -►'�" - ---- - - 3 4 C W �- / L � ' I DF-2 - 1 i I •' �/VCW 1 — 1-1 2"V 1 I TT a2 �o _ 2 r �- - -- / I I �n -- j I � +'(At- r�rc� I � � � V _ I� I III I I 2-1/2"V��, f' I '' N I '12 fi e II I I V rR u ! I I _ " I I 1/2 VTR 2-1/2"V v r%r� ►� Q rLoof2 fi S4 vi I I Z - I ! MAIN_ FLOOR PLUMBING C'- Quo :�'C, J w = V-0 <<� V 71820 F1, i. I P7 SCALE 1/8" c� r I I _ 13. �.� SHEET NQ I LARRY GRIMES P . E . _.. I _ IIJ� I COLUMBIA RIVIR SUITE 200 VANCOUYER. WASHINGTON 66660 (2061 496-•2486. FAX 1206) SSB-»117 12300 SW 60TH PAK-:.WHY x fel, nF n. IF THIS DOCUMENT IS LESS 711111111I1111 !I111IlIllllllIhI� 111IIIII111I111 IT.f17T-747' TpI1lTittIIIII 1111111 II11��y1 VIII VIII 11111111 III III I ! I III VIII I III iII 1111111 III III IIIIIII ' IIi III VIII II- APRIL 2n i '�" ITUISLp THAN 'I'IItS NU'I'ATION, I _11 _`r1 3 II I 5j I 16 __I1 I _ g �1 I 1� — 11 1 N, u 1 994 L� O THE � OF N0.ae �• ==-• THE' ORIGINAL DOCUMENT. �8Z LZ 8Z 1 Z bZ £Z I IZ�i�Z 6i T LI 9i 4i 1bTi £'Ill IIIIIIIIII IIII IIII IIII IIII IIII IIIIIIIlI Iill1l.11 IIIIIIII.IIII IIII IIII LII 11 Hill IIII LIII IIII IIII IIIIIIII IIIIIIII IIII�II IIII�IIIIIIIIIIIIIII IIIIIllll Illll ll(I�III! IIIIIiJI� I� DATE i1Rs. ■ 7 8 9 16 12 13 �A 3u 14 15 16 3" GAS RISER UPS J -_� / '.. " I - _ I_Z '� 20CW� 2'CW FROM I 3 4"CW DOWN L � i .��. "� F'Kn. M aC'r r E P 1 BELOW TO HB_1 ON FUEL OIL RETURN UH-10 WAS OI PICK II Y' r - (GRAVITY DRAIN) --- - UP LINE L i f w ,�uYTR y \ ��?AIL I FIRST FLOOR I 3/4 HWR Q' 3/4-CW 1" FUEL OIL SUPPLY I _ _ ,- ►�_�.__ II . J �V'` 1" AIR GAP L� DOWN TO ` RUN DRAIN TO 1 2 FIRST FLOOR I ; I% µW �1 » 1 i WT-1-1 /T11 lam. _,o.N G I N' � `� �r1 HW I 3��. t•�W�2"CW - - — 1-1/4"CW-- 3 ��2�I,� II M I g Jm `+ "` A 1-1 2" 1"CWf 11 zz---- �7 A —__A r \1-1/4"HW 3"V� I IILI 3/4 I / » ---- '� / " Id 10 MOTDR OIL SUPPLY TO / I 1-1 2 3 4 HWR I n I AIR DOWN 1-1/2"V r— HOSE REEL 5/8 -- _ ... I + 1-1/2"CW A.T.F. SUPPLY LINE i p�I-ntivlNc:� DOWN TO —"' TO HOSE REEL 5/8" HOSE REEL ; Vo.LvE 5 FIRST FLOOR i iI BY OTHERS i r SERVICE PARTS { BUILDING I I � I . • z I , ° I - - - - - - D I i I I f II L-------i 3/4w CW I I •, FOR CONTINUATION i SEESHEET I I P/5 I i o i I 1-1/2" I I MOTOR OIL SUPPLY TO I I HOSE REEL 5/8" A I r I R I A.T.F. SUPPLY LINE I + � I i TO HOSE REEL 5/8" i I HOSE I i REEL BY j OTHERS FUEL OIL SUPPLY VA :( F 1" �I { FUEL OIL RETURN GRAVITY DRAIN) _ SIZE AS REQUIRED) I I 1-1/4" — I i G I . �• r ' IVvT1Z 11 4 I ; 12 i l i �{.ut- r/J RD 11 LO -• � J I I �� r G�H E 1 -- � I UPPER FLOOR PLUMBING1r 13 r — ' P8 SCALE 1/8" - V-0" �T LAc� ��: -4.b.►.Iwi4-� LARRY GRIMES P . E _ `! o. VANCOUVER. MUIT MA@HINOTON OsseOsseo (20e) 696-2488. PAX 1206) 695-1397 I Z 00 SW 68TH PAPK'WAY 69 OF 9~ y w5'.t+WMMRVI1#+:MIrMM :WnI81MM1^- .. + M! ' !A+'ry l.... - ' MMbnAMiv'gM.INiy"llMMt:.. r A - .. .., I 1 I I I ( ' I I -- -___ � IF THIS DOCUMENT IS LESS r11 II111l , IIISI Illllll Ill 1III i1ii ll IAPRIL 28 1994 LEGIBLE THAN THIS NOTATION, 6 I 11 ' 1 ' IT IS DUE TO THE QUALITY OF No 39 THE ORIGINAL DOCUMENT. — -- T--- -- — - - - - - E Z 8Z LZ 9Z Z 1bZ £Z Z IZ OZ 8i 1 8 I Li 91 4i 6i £i Zi fiIi I 8 I �9 rL i �8 I 4 E Z i�iruN' I► 1111 lull Illllllll 1ll11lll�Illlll�lll;llll:i1L1l1Llullllll lll�lll lu�ll�� I�I�IwI: I I ILII illllllll II Illi IIII�IIII 11 ►l►Illlll Illi I I � � I �II� IIII�IIII Illlllllllllll�llll�lllllluu Illlllu I Ill IIII�IIII�lllllll�ll lllllllillll III III Ilillll�lll{ DATt "RI rr _44-44 1 3 5 7 r I � I , , GAS METER do SER 4T I 1-1/4" DOWN TO BY NORTHWEST NATURAL N P2 I 1--1/4" DOWN I GAS CO. I =w 1� I TO UH-10 I 1-1/2- 11/A2- DOWN TO 3/4' DWON TO 2525 CFH O 2 PSS. \� 1-1/4" DOWN TO �� 727 FT. LONGEST RUN—r-7 n n � BELOW 4" TYPICAL 1--1 2" � TYPICAL _ � ,/ - 1-1 2 TO ROOF 3 6 N --- ----- -._ - Tl 1--1/2" -,OF STAR TOWER 1-1/2" I --oE --- --- - - P6. I _ I - ( L SKY BRIDGE �---- --�---+----- I - - l SER7. !f i:;l — VICE ' ► cNCY SHUTOFF �= I PARTS _ SO VALVE BUILDING , I Y CLOSED POWER ! ETLOE AL CONTRACT ` 1" 2-1/2- TO ONNECT TO SMOKE 8 ._ CT10N SYSTEM. SEE GAS PIPING ( ' 2fH RISER DIAGRAM i P/9 II _ ! I 2-1/2m 2" PRS PRS-1 ` I I a L___ . i __i— I TO 1h=k �- 1-1/4 (p 1N-9 INTO -1/2"G -14 G'FN 4r-" L 1-1/40 DOWN d TYPICA1 x-1/22" 2 2" -r- -- 6 PRS-3 / r'�1� a° 7 I L , ( KTr I 1we \44 I,"- 4 Ma 6,r✓14 �� 0 - Hv� _J 1-1/4" h� t 0- - EMERGENCY SOV �j ;t'N ,4 27'-0- l — - 7 OCFH ♦--1-1/2" G 2 -0 I 3'- 0 G 4' �,�-►g- 2-1 2 I 7 17 '-0 ,Fr7)PRS 10 W11-2 IT -0 0-4■ 431-1/ 4'-0 L LTL I G .-0 I Li=1 1-1 4 2'-0" 18'-0 � , u / 300cFHt:r-u. V,019. P?IK lip -►� ovEt ole PRS-9 w _ a Li 300CFH UH-s /��-q 3 r;k�, — -s 2. 640 2'-0 - mi--d5-5 �--12 ,-_,/4; ` 3 -H -�� %�H 2,r \ _ ='�_;�" ROOF GAS PIPING V-0 '�2 �. . �\ \. r.Y�" ERS-2 5-1 Pg SCALE: 1/16 = 1'-0J 14'-0 ' r t�-2� 4 GFH r- ffi�-� � _�_ 90'-0 1-1/2" / �63'-6" N YI W M 4— G W �. IPRs_3 N ��p'PR C, f% . z Io Ne Q S�Z 7820 F� ��.✓/ IP ORfGO tAL., Y t. Gni SHEET M A GAS PIPING RISER DIAGRAM LARRY GRIMES P-4 E , NO SCAU I COl_UNOIA RIVER 9USTs 200 VANCOUVER, WASHINGTON ssss0 (2061 666-2406. FAX (2061 son-1397 1.2300 SW 68'TH f'ORKWAY r"I nF 87 _ � 1YW—pi dir .,.», "Fo;. i A k , � � � I '• IF THIS DOCUMENT IS LESS APRIL. 23 1994 LEGIBLE THAN PHIS NOTATION Q tI ' , IT IS DUE TO THE QUALITY OF NOAS THE ORIGINAL DOCUMENT. -- — -- — __ "- - — --- - S L 8L LZ 9Z l Z �6IIIZIIIIiIIEll�lZlll�lZ1111itllTl Zllllil►O1�11Z1111 1181�11i1111 11911 i 111 �IlLll TIIII II 9�IITIIII�II 4TT►III luiblIt t T�TI�oT 8 _ L �9 IIII1IIIIE Z t71yU11'i; 11111111 llll�lllllllllllllllllll u uulul��uu� >ljl ujll�lu u �l Ilu ui I�Ill�i� liii(wl ��1�11�11 11 !!llilll► 1111111► I Illil1l11►11111 111111 J DATE _DUCT FITTING SYMBOLS __ _ _ _ _. _ _ _ __ ___�__--- -•--_.---- ----__...�____� _ HVAC SYMBOLS _ _ _ pp�� _ _ __ EQUIPMENT LIS��p�� r pip � �� /� DOURLE LINE SINGLE SINE __-- QQU15LE_LINE MNQLS ;.ILNE - __._.-_ --.--._._- - - USED CAB BUIL NQ SERV1.��,/PART5 B-ull�.[�l Q SA SOUND ATTN. SHEET METAL (SINGLE LINE) �� -�- ° —; ---1 ,- - ----_4' -------- UH-1 THRU UH- (� CFV1 COOK GEMINI 4 -10 PEF--1 COOK 245 5B RSD CARRIER 48 DJ' x)06 LESS THAN 15 SA SOUND ATTN. SHEET METAL. (DOUBLE LINE) 1980 CFM 0 0.6" ESP ��N I WASTE OIL F URNACF -- ��F CI 69 CFM ® 0.2" SP THRU 4 1/ 25 CFM ® 1/4" SP 1 HF ATL. MOTOR & DRIV� _ 5 PIECE ELBOW 2 � �� -� ' 25W MOTOR 1/2 HP MOTOR 1 SHEET METAL DUCT (SINGLE LINE) GAS IN: 74 CFH OUTPUT: 58.' 6 MBH Uf1-y GA'-,_ FIRED UNIT HEATER WEIGHT: 19 LBS W/SLEEVE & SHUTTER # �__.�� 1s•- 30• WEIGHT: 675 LHS W/ROOF CURB I T 12 HFATING INPUT 300,000 BTU/H, OUTPUT 240,000 PF OVIDF WITH 5 MINUTE TIME WEIGHT: 107 LBS T � w>ti -- { ✓ �4 380t1 CFM, lUU' THROW DELAY RELAY SWITCF{ -�•R-w T SHEET METAL DUCT (DOUBLE LINE) GP- CARRIER 48 DJE 004 850 RPM, 1/4 HP, 22"m FAN TW -J McQUAY EK 6L " C�F-2 I,OOK GEMINI 4-15 6200 BTUH COOLING fF 7 1270 CFM ® 0.49 ESP REZNOR FE300 ELBOW ��'�� m FLEX DUCT (SINGLE LINE) 1/2 HP ALT. MINOR & DRIVE WEIGHT: 254 LBS. 135 CFM 0 C.15"SP 11600 BTUH HEATING \ I 35W MOTOR 50 CFM OUTSIDE AIR GAS IN: 74 CFH OUTPUT: 58.46 MHH �:i EXHAUST FAN WEIGHT: 21 LBS WEIGHT: 305 LBS OVER 30 �) ROUND DUCT: UP OR DOWN WEIGHT: 645 LBS W, ROOF CURB // 330 CFM ® 0.44 SP 1050 RPM, _F-3 COOK GEMINI 5-15 TW-_% McQUAY EK 11L RADIUS ELBOW - � X15 WATTS �_ --. ---L-- FF-1 EXHAUST FAN Cj BUTTERFLY DAMPER � 100 CFM ® 0.375 SP, 1550 RP"4 375 CFM ® 0.25" SP 10,000 BTUH COOLING - RADIUS \ WEIGHT:I 40 OURS HORIZONTAL _ 100 WATTS 115W MOTOR 14,340 BTUH HEATING .. TURNING ELBOW(RND) 1550 RPM VANES 2 ` EXHAUST FAN WEIGHT: 32 LB r — -"' -F l_U --1 FUSIBLE LINK DAMPER -- 1'i HR RATED � �- Z -• OVER 30 � - ------- - -- (DOUBLE LINED) JENN-AIR 200J HORIZONTAL �P-� 60 CFM OUTSIDE AIR WEIGHT: 15 Lfs.�. 2800 CFM ® 3" SP WEIGHT: 320 LBS ELEVATION_- ELEVATION _ - -FLD-1 f-USIBLE LINK DAMPER - 1'i2 HR RATED 2079 RPM 1.9 BHP GP-1 CARRIER 48DJE 004 (SINGLE LINED) " CARMON CMB 25F d4_4 GP- 1: 1100 CFM 0 0.44 ESP TW-3 McQUAY EK 2�C� F-� SAME ASF-1 M RADIUS ELBOW _ ll r — ---?-� BDD BACK DRAFT DAMPER 1 3 HP MOTOR 2,100 BTUH COOLING N 1�-1 WEIGHT: 215 LBS. / - - I PLAN__ PLAN- CBD OPPOSED ELADE DAMPER GP_4; 970 CFM 0 0.47" ESP 17,470 BTUH HEATING m �F-3 EXHAUST FAN lO A , - w- I 1 3 HP MOTOR 135 CFM OUTSIDE AIR (T j T THERMOSTAT: WALL_ MOUNTED 30 CFM ® 0.375 SP ��F=6 SAME as FF-5 / e - - S2FF5f-T5- S 1 GAS IN: 74 CFH OUTPUT: 58.46 MBH WEIGHT: 393 LBS S SENSOR 100 RPM, 60 WATT.; I 5r. HSW HIGH SIDE WALL SUPPLY OR RETURN JENN-AIR 100 J HORIZONTAL I fF--7 SAME AS EF-5 WEIGHT: 645 LESS W PROOF CURB RTF_1 REZNOR RPB 125 RETURN OR 1S'MAX LSW LOW SIDE WALL SUPPLY OR RETURN WEIGHT: 15 LBS. rP- CARRIER 48UJD 005 �-i3 w KON 980 CFM ® C.6" SP RA RETURN Alk: UP OR DOWN I ,k __� EXHAUST FAN [— OSA OUTSIDE AIR: UP OR DOWN 6800 CFM G� 0.5 SP 3-. & 5 �P--2: 1235 CFM ® 0.47" ESP 0.28 BHP 1/3 HP MOTOR 12� _ _30' ,s'MAx--' i 1138 RPM, 1-'/2"I-{P 1/2 HP MOTOR " GAS IN: 125 CFH OUTPUT: 96,25 MBH 8-- m X C SA SUPPLY AIR: UP OR DOWN PACE PM-27 (�P_3; 1290 CFM ® 0.44 ESP 100 OUTSIDE AIR THRU OPTIONAL 110 AIR Vnl I IMF, CFM WEIGHT: 154 LBS. 1,/2 HP MOTOR AIR INLET HOOD SERVICE ' �. RECTANGULAR TAP -- ,- �.' 10x10 DIFFUSER OR GRILLE SIZE 5�5: 1640 CFM 0 0.40: ESP WEIGrIT: 860 LBS W•/HOOD, ROOF CJRB ARTS ---- - - 15*MAX m D- INDUCED DRAFT FAN / W1 4W BLOW DIRECTIONS I �,F' ALT3/4 4 HP MOTOR & BELT DRIVE & DOWNTURN PLENUM TRANSITION _ _ t;_ _ __ WITH FAN PROVING SWITCH GAS IN: 74 CPH OUTPUT: 58.46 MBH BUILDING "B" IF TO DIFFUSER G GAS P•PING / - CONE CAP OR GRILL EDH-1 ELECTRIC DUCT HEATER No. 1 I TJERNLUND IN-LINE DRAFT INDUCER D•-3 WEIGHT: 655 LBS W/ROOF CURB R rF-? REZNOR HRPB 200 - - w1 - - - w1 I 1/20 N - 'r i�% =F 3515 CFM �i 1" SP } ______ _�-- EF-1 EXHAUST FAN NO. 1 BIRD SCREEf� W21_ _-1__ _ __ r FALL 1989 GRAINGER CATALOG GP-6 CARRIER 48DJD006 1.96 BHP 3 HP MOTOR _ TURNING B� I TURNING TB GP-1 GAS PACK NO. 1 VANES INSTALL IN HORIZONTAL 1975 CFM ® 0.6" ESP GAS IN. 200 CFH OUTPUT: 154 MBH W1 -�A+- VANES W2 SUPPLY ac F UNDER FLOOR 1 HP ALT MOTOR & DRIVE OPTION AIR INLET HOOD, RETURN � I FLUE OF EACH WASTE OIL Z2 `_ RETURN, W2 SUPPLY ee _ FURNACE. POWER FROM GAS IN: 74 CFH OUTPUT: 58.46 MBH AND OUTSIDE AIR DAMPERS, AND SEALANT WEIGHT: 675 LBS W ROOF CURB DOWNTURN PLENUM - FURNACE CIRCUIT, OPERATE / •• • MITER ELBOW BRANCH - - WHEN FURNACE IS OPERATING WEIGHT: 933 LBS W%HOOD, ROOF CURB MITER TEE - - - GP-7 CARRIER 48NLT 024 ` 17n;�J NT J"Rt.1 VLE►JUM RECTANGULAR � n - 1-6 1024 NECK PNL. SIZE 1623 P M0 CFM OOR " ESP r- 4w� NO. OF BLOWS __ _._ _ � " BASE FLASHING - MOP , , Y _ _ 1_0 �� OVER FLASHING FLANGE ! GENE LEX DB-10 1 GAS IN: 40 CFH OUTPUT: 31 MBH ' OR SM--1D I �6 y I WEIGHT: 534 LB W/ROOF CURB , NOTE: ROUND (PROVIDE f I i - INOOF SUPPLY IS SHOWN W, DAMPER ON �.IN. •I DESIGNATION SIMILAR RUNS TO DIFFUSER FOR RETURN OR EXHAUST SUPPLY OR GRILLE) '- ! _JI--/�/1 17j 77 • _ SUPPLY Y CEILING DIFFUSER ROUND TAP r NOTE: SIMILAR FOR EXHAUST OR RE TURN © ' ROUND DUCT-- . , SIZE AS SHOWN - 1" SOUND ATTENUATED CAULK ALL ENCLOSURE AROUND SECURE TO WALL _ 9 \` ROOI CAP DETAIL_ UNIT LIFTING LUG _ - FACTORY _-- �- LOCATED ON THE SIDE r r - - -MOUNTING COLLAR Mi NO SCALE I OF MECHANICAL UNIT i MECHANICAL EQUIPMENT LOPP CABLE THRU EYEBOLT & i- --�' NOTE_ ON VIBRATION PAD ! LIFTING LUG. ADJUST CABLE Q - 40x40 A_L HEATERS TO HE REMOVABLE BY UNIT SUPPLIER FOR APPROX. 1/a" SLACK & WA&-L EXHAUST ( =PROPELLER - �- WITHOUT DISTURBING DUCTWORK. FASTEN W/CABLE CLAMP AS EXHAUST FAN LOUVER MAINTAIN CODE CLEARANCES " " SECURE _ FROM CONTROL BOX. EYEBOLT 3 8 DIA x 3 LENGTH / SHOWN HOLDING 2 END CONT. 1 _ TO WALL _ - --��__.-._- - I ,a_ s•,��'�i QTS PROVE TWO TRAPS 1 ANGLE HEATER W/2 WASHER & 1 FULL NUT' ! LENGTH. AFTER UNIT IS OPERATING, � ; V �_ SUPPORTS CHECK SLACK & READJUST AS REQUIRED 36x36 ST I �� { ' PER UNIT - ONE EACH SIDE_ SEALANT f EXHAUST -_—_'�� ---- I SHUTTER I ROOFTOP AC UNIT 4 _ _ _ r-__1- SHEET METAL FLASHING (GALV.) / I -_ -- "DUTCHMAN" FASTENERS 5" � � \ 4-1/z. I 4-MIN. "_ _y ' • /` � ! W/SEALANT ® 2'-0- O.C. • CONTROL COUNTER-FLASHING - LAP - PLUG (TYPICAL) BOX E — _ - JOINTS 12" TYP. & 6" ® . METAL CURB- 1 - , . l NEOPRENE �I " " ! BY MFFt. _� T \; - WASHER CORNERS (SEALANT JOINTS) GROMMET - 16 x16 4 LB SHEET LEAD II RIGID INSULATION - 2' � HOT-MOPPED ONTO ROOF ��' \ ---- " -� SINGLE PLY ROOF MEMBRANE P.T. WOOD- --� .' EXTEND TO OVER / _ LEVEL- _� \\ --6"- * - ROOFING & FLASHING ON P.T. WOOD CANT SUPPORT PIPING t - - SPLASH PLATE 3_.112 & P.T. WOOD NAILER 1 w „ I -COIL OPENING SIZED FOR MIf�J. —�-_- � �_- 8 ) WALL EXHAUST FAN FROM CURB I I 6 MAX ELECTRIC COIL UNIT RIGID INSULATION ON SIMP. ST 292 - - T :_ ROOF PLYWOOD N M1 NC SCALE 1,'�. - ROOF ELECTRIC FLEX CONNECTOR ® 32 O.C. VERIFY OPENING- � -- -% LENGTH TO REMOVE COIL M ROOF DECK - SEE STRUCT. TRAP SEAL TO BE _- , 2x TOTAL STATIC REQUIRED UNDER BLOCKING IN DECK •- SEE STRUCT. PRESSURE UNIT ROOF FRAMING - SEE STRUCT. '/2"a THRU BOLT 0 32" O.C. --~ - - WASHER & 2 NUTS 6 1 EL..ECTRIC DUCT HEATER (AT TECHTUM PREDRILL - - - ' HOLE BOLT FOR BOLT s MECHANICAL EQUIPMENT CURB , _ 7 �_ CONDEN_S_ATE RAP ',� M3 � No SCALE - _---- -- _—_ --- --------------- - - _ PART s M1 NO SCALE M1 ._ NO SCALE PART 2 ---PART 7 PART 3 PART 1" SOUND ATTENUATED --- — CAULK ALL 1 ENCLOSURE t PART 4 - Y; �•,x i{,*: SECURE TO WALL j'AROUND MIN 1S-/2" - i •s MAX I8-1,'2" PART 5- R ti� - CONCRETE FACTORY i1 4 ;v -- MOUNTING COLLAR PART 9 . ' `0 - - NOTE 3 NOTE- IF DUCT " 40x40 F r PART 0 -- -'- ` PROPELLER -- WALL EXHAUST ROUND TOP ---"--'1- _ _ l^ �_--,��,._ - - -•L-1 1f2 x1-1/2 x1e OA WALL ER „� - -`-�--- CONTINUOUS THRU r EXHAUST FAN ` _ - - '- - _-- __ �_-- WALL, ,l ANE THRU CAS VENT \•` ___- ��' WALL W,! ANGLES 1 � -14 GA. SLEEVE SECURE PART } CAST ALL**4LIM PART 2 CAST ALI.W*&% PART 3 3 A STAK.ESS S" LOCK 1 /- ON BOTH SIDES TO WALL FRAhC REINFORCED LID STEFL PAN 1 co Lo U.L. LISTED - _ �� Z µOSE SEAL WITH _ - c HAN HOOK TAILPIPE F 1 - �"PREFCO MODE'- 55r,C ` DBL. WALL GAS --"'" %� PART 4 STEEL IGZS; ,. PART 5 PART R PART 7 UNLESS UTNE=RWISF h o VENT PIPE PAINT WITH BITUAMJOU� AIUsrMEN1 ;EAI- _ ASSEIIOLV - ADAPTER --- CAULK ALL __._-�__.. - _-_------- -..__-.__ ------ - REMOVABLE GRILLE OR EXTEND ABOVE FAARhT 3� SADOLE Pl ATIA- GUAGE �ED SPRNG AROUND + ROOF 3'-0" MIN. i PART 8 NOSE GLIDE PART 9 PART 11 � ACCESS DOOR ` METALBESTOS \ OR EQUIVALENT --STORM A B G U E F G H I K COLLAR OWNSIONS -- T'' F' FLASHING CONE C B 9" 6-1/4' S-1/!r' IS° J J/4' hl/2° J/4' C\'`'� f � _.. r- _ [- --- _ - -V - DAMPER FASTENED 1 SLEEVE FASTENED 7320 SHIERT NOM T -- -~-------- ROOF - ^� NO. RIVETS14 0 4 O.C. I BOLTSTo C W/ WASHERS ONO r N4RF METAL - _ �� 1- I c T `_, C " - 04o NEOPRENE MAINTAIN CO / D - 2 U N D L -F� -F L(� �V C_lr.f I A I_�-.a SCREWS ® 4"O.C., BOTH SIDES ® 12 O.C. FLASHING - OR TRACK WELDS -- OR TRACK WELD O 12 O.C. OF20MMEt OUNTER L SiZE A%i FtEGt'D CLEARAIJCES BY GEN. CONTRACT. NO SCALE ® ©"C).C. � (�, ,r / MATEFROM COMBUSTIBLE M 1 NOTE: HoRIZk-?NTAL INSTALLATION SIMILAR _ SHOWN / MATERIALS i. HOSE k tALPPE AUAPTURS: FLEXIBLE. CRUSt4-PROOF �'q `Y T' WALL NEOPRENE RATED FOR 600 DEG. F, 4" SIZE W/ UNIVERSAL _ -- - L. G ADAPTOR GPI OR APPROVED EQUVALENT FOR ECL'PTMENT SHOWN WALL EXHAUST FAN 3 GAS V E rJ T 2. PROVIDE 10 ADDITIONAL 10• LENGTHS W/ CONNECTORS � DUCT F L D INSTALLATION r - FOR GARAGE DOOR APPLICATION NO SCALE - \ rvi 1 f JO SCALE 3. UM]ERFLOOR DUCT TO BE SCHEDULE 80 PVC "TABLE FOR M'I No SCALE M1 � >a" WC r�=GA TIVE PRESSURE. LARRY GRIMES P � E 1 \ 1^~i►q BW 6E1TEi PraF!k;WpY t COLUMN;A A1V9A SUITS too 71. PA WA VANCOUvtA. h1A0p1N070N 01010 ,,C L (goal see-8400• IrAx (900) 000-1207 . �1'YMP' _ 1 Y .: .. .r y,ybplM• i = t -. 4"" � ••!'+NM1411R91'Irx.Y�:11"'+.Spor. - _.. .... -.. r"r"w • .,�••.._.-.._, +gRAlaF4Mrwphn••eienl4NNei7lAFMN6! mv,nM�rmIW1.1ArJMMMMIMbMa!�!"nteM1! MwRl1 z .�.,,,,,�.n. !i 1 r rzY".� -Y.c' ,ur •A r.\•,user, w.w�,re5, � I I I I 1APR�� z 3 r:e IF THIS DOCUMENT IS LESS "T I I Iel ! I I I I I I I I 'I I ! I ' I I I I ( ! 1T7 f 1 l+if1 i f 1 1 1 1 1 1 ! T f t l l l l l l { I I I I I I I I I I I I I I I I III li ! I I I I ! I I I I I I I ( 1 1 1 1 1 ILL I ' � I r r fIII1111 III III III III I � h 1 11 Ill � lli . .11l � ill IlllilllI � i � l ! I ' II10 I ► Iii I 1112 1994 LEGIBLE THAN THIS NOTATION, I 1 I Z 3 �4 I � I �� 7 gL _ 9 -...____..____1. ---- -�,,...."• - A IT IS DUE TO THE QUAL11'Y OI•' _ � •�-:=••• � 'I'FIF ORIGINAL DOCUMENT. �-- -- -._- — _� � -- ----r--- --- — - -- ---- -- _ -T-- £ �Z 8Z LZ 8Z171-11 t•Z �EZ �17, ! 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J+ . toy, --- - WC k I �p '' 13X9 d 15 x Is IJ P r-w-I \ �i IBXIo ` � Il5 l' 3W 0 G>✓n W100 FLD•i gXg �-- --♦. 160 FLD-I If oxo 100 .gyb Afe II p W _ f , ! 7�4 10!5 I N� Il5 I i NSW g- i �r I 2".0 49x8 I � �' — -- � -�_ = __ �� — __ �-- � 3►�1 I � r 1lel 81'� So L 4x 121.1P -i 1675 (2x12. IOI .f7f'T I � 2 x24 t t fi tLY l j _ � •\ 8x8 ,i �- IDX IO LK e t 210 I - r j II. .. B "� �- - 1 �►tep FIRST FLOOR — HVAC ;;, CY) M SCALE: 1/8" = 1'-0" 1I1 d LO 8Xg 3W PRO�(rl, SHEET NM c n 'le \ � � rte' cr,rcoit 13. LARRY GRIMES J 'W'.'f)r> SW f3'TFi �'faRk::U1�aY I COLUMBIA RIvER SUITE 200 ""COUvER, WASHINGTON 96600 (206) 6949-2466, FAX (206) 693--1391 IpriUMYMI!•i!MMMN•F•A. 'r.n:_...r' .....:'.... C A IlII l I I�I I III I I I I III I I II I II�I I I I I III I III I III I I1 1771- T � 11111ITfl(1I -- ---- � — II`III IIII 11I � —JAPRIL.r.,.r� 1994IF PHIS DOCUMENT IS LESS Tf LEGIBLE THAN THIS JOTATI1Q� 11 � , IIIIIlI6II III I1I :. _ I7 IS DUE To 'rHEQUALITY �' _,•. ON' N .ae ^•• .�'- , THE ORIGINAL DOCUMENT. lll�lllll tll u11ll1 h8ull illi 871111111tillill I8Till,, 94i III1IIIIF11111111 —IIIIC111111 �IIII IIlIlil�illl1ll� lllliIl-lll L 11911 1111111 4u�l�I�Il►I''III�II.WIISIIIIZ—1ll�l lll tIiI,I��IJ,KI IIIIIIIIII �IIIIIIII IIII II I III II 17 j I '(Irl l o v LOIJVEq I 0v 40 ' 3 � �_ � I 4I. LN. R E7 I I I I _ I i-1 MI lob � o 0 0 -��-�- 11 o6 tested. a u � SERVICE PARTS � o 14�� o� — 1ax6 BUILDING . I�x "�J�w-I 201' 24 3 l4 x 14 VE FRTICAL �} DUCT 10 WALL w/tea e�A up ic - �p ouc-r w/�Z ►. A 0F2� 8 14 10,4 e f 400 20x WWW V Ll E �..J F- 18XIO DW --- I^IA L L. C-,A,P 201,10 ONF------ -.----] 1 11 ''1 ! IT F � . 54•0 - _ J)"Zo _max 12 14 x 14 FLD-I _ -�- I _ I � LWO a 12x12 —� ' B 250 (0 X`� � .I �� ' Nt FYI° '320 10)(10 - - - - E5 31..1 � � U. I F>44 12x12 � 14X X1 TYp• 1;7 — SN I'1'DPoP 1b 12 14x4 24X 12 DNP.�H DI�GTS) �N 8x8 i 118x{ 2ov i *xib--TB { 13�o i AT 5010M of Poor. 2VJG I I I 8x8 4K 14 I 2A x 24 280 „ r' -- -- -a -� ��10 � � 990 280 12x12 10 � .. �) _-- - i (OX 10 ��{,� 18x1,3 XI 14x14 1616 �_ tJPPFR FLOOR HVAC �, 10 (10 t} I►d 4 4F �� 3W I SCALE: 1 8" ��-0" t!7 b e ►2 12 CTYP0F4) ��M4 a IOXiO �W �- c 1`(PaF4\ — SNsET "06 loxlo lox 10 IW �nPvF3j .11111 Ilk- Cf.[GoN _AAAY 9R I MES P . E . 1 750(1 SW 68TH PARKWAY 1 COLUM9IA RIV9R 9UITi " VANCOUV914, WASHINGTON 99N0 '77 QF 83 (208) 606-2446, FAX (206) 608-ISOT 4 _ iF 'THIS DOCS/MENT TS LESS T111111 1111111 111111 ! 1111�III !111111 Illli l I11ITT T17-FT- 1111111111ijill Il11111 {f11T1 1{ IIIII1111111 111111111111111 111111 !{III I Illllill illlolll III{ 11111 III III`illl� APRIL 23 1994 LEGIBLE THAN THIS NOTATION, 1 1 ( 2 1 1 4 I I �jI 1 6 7 g I __^-� I I —_� I �MOWN"— 9 1 1 , ` ` 1 II IS DUE 'IU THE QUALITY OF ry°.�e t THE ORIGINAL DOCUMENT, ----- - - ___-_ �_ _. E Z 8Z LZ 7-17- 8i Li 8i 4i 6t £t Zi it i 8 8 I L ;�I 9 b £ ZTI111I1 I► ►111� 111i111i11111111111 11111111111111111,111111111111111111111111111111 1111 I I I 111111111111 I I fi TH 0 IVAF -40 O U14 -6410 ( rjof Z) '�O X 18 DO To Lcj T- - �F HOW1?-"AFr ---Ir--- . IW IF 7 = _.....1 - if IL _ L C III oli LIN I LJH- 6 14 12. 4 Ell 0 -It-714- c3_ — —0- -0- - - - - - - -D- 91114P u4-404 r p-(, i 1(j 16 16 L. DN 10 Le T, ilW($l`DO ' 7 r, 0N LIH I �X+�AL15T FArJ . � .}- 12"c�' fig SERVICE PARTS 14- BUILDING L I j I I I , 60001 NLATIorJ oil Bn ell -B eIZOVID6 1K9(cO PLATE _T_ b, 561.1ow OFT101WA CROSS BREAK 60120EIZ ro "o 9 W S RL H �b 141' !It T If- A ItIk U (lyp. ore) T_ 9 1> 43 43- --a- -.00- --E3 --4 In FRONT 5rR u CT u R E� I doss I at,� ( � I A-5 H 16 H AS 14014 84 -30xI& DW'rO /m/TH10 b' ID F a- (wp of -7- 1,011 dop+ Orip) -0" Y, 4 t fwls LouvEF roe)c- 5140" I — __7p __= ___ - - 03A LOUVER 4,eove Fiegor 13ei-Aw WWALT.- LW-2k-1 12x io U.L. LA,7<6p oiL. e(c)ewALL vew- 151MILAT- ?511AI - uAra ' IC"AU, N"-r D, U.L. U,!r*42 A. Woow-f i14Wmo4<A,1 Lo B SHE" Na 4- M-0 �� _____ ___` ~ •�. o c r (D .......... SERVICE AREA HVAC X --- — --- _ ___ _. c-ryp IV15 SCALE: 1/8,0 1'-o'-ow �� Yr ll o, LA RY GRIMES P . E . ICOLUMBIA RIVER SUITEM 12300 SW 6 T'H PARKWAY VANCOUVER. WAS1,4INGTON 9IM.400 7A OF' a 7. (206) 490-8460. FAX (2061 lllfig- % Pit? Rol - 0 _1111111111 Jill Ill 11111111 !y APRIL 20 1994 LEGIBLE THAN THIS NOTATION, 81 9 101 11 1� 3[ 7 IF THIS DOCIJ14ENT IS LESS 0117"�J!l I ill T "ill'Ell ' 1 ' 'T' I L' IT IS DUE: TO THE QUALITY 01' �jo 36 -------- --- T I 11;�o Ull THE ORIGINAL DOCUMENT. I i I&11,11T,11113111,I I I I _.dd9A 0 Arm DATE s. fr— STEEL. RPE AN ANCHORS---� .- GAS PPE (VARES) ._ 604042 LONG - MMMI M 4" OVERLAP- /--SOLDER LEAD COUNTER- REDWOOD BLOCK 2 PLYS OF 9016 ROOFING ' FLASHING TO COUPLING SET ON SINGLE PLY MEW*WE 6mLL.ARGER THAN BLOCK ON ALL t TOP OF' ROOFING �--LEAD FLASHING (3 L8.) �'� .. �f -HOT MOP FLASHING TO ROOF SYSTDr1 - f _ _ --- ROUND OR N3 - f ROOF FLAT OVAL DUCT - "I,TITED McGLL" AS SHOWN NQTL' PROVIDE SIIF'PORT BLC" ASS.` O 10'-0' p OV�� OR FLAT —� I SOLOSSL • ` "UPATED MREDU O.C. ALONG EACH GAS PPE COORDINATE LOCATIONS . UUCT EITHER LOLOSS 90 CROSS SR(+)TLR REDUCING � w SIDE-AS SHOWN --.-- 1 LOLOSS TEE DO NOT__ BE ABLE TO MOVE EN E CLC PROVIDE ;HT. PIPE �T ORT 5 PIECE FLAT OVAL DUCT GAS REGULATOR VENT ON EACH SDE OF GAS METER ELeow�y SIZES AS SHOWN - AND CHILLER RUPTURE DISK 16 19 \� VENT PIPE THRU ROOF r18 GAS PIPE SUPPORT -- - __---- - x— • - _— COUPLING M6,.,j NO SCALE M6 NO SCALE DISTANCE BETWEEN TAKE- OFF'S TO BE 8 DUCT DIA. WHERE POSSHLE NQM GAS REGULATOR VENT OTHER AC CEPTABLE 1' PPE THRU ROOF n SERVICE C p� /I C E -- ROUND DUCT SIZES 'lHTED McGL.L" GAS VALVE - I PRESSURE REDUCING-- --VENT TOCf� NAS SHOWN -"• LOI_OSS TYPE MLWAUKE 88100 UNION TESTSTATION l gT►AO I PARTS (NO SUBST.TUTIOMS) PLUG UNT GAS VALVE----= GAS PIPE TO---------* OATEY NV—CAULX J—� BUILDING u�r �FusHNc WITH r WC GAS � I 2 PSI GAS 12" MN FLEX DUCT ML.WAUKE LION ---al►-}- ---- Y-N3RANCH- 0'/.-BEFORE FLEX DUCT 6" DRP LEG-__� -SII 88100 (NO UNIT / NEOPRENE COLLAR ^--_ - - - CONNECTION II SUBSTriUTIONlS) ROOF --------- r GAS FLOW _- - i ROOF SYSTEM _ \--GAS , HNIGH VELOCITY _ GAS VALVE 6 DRP LEG---� y- _ --f VALVE FLEX DUCT VENTED REGULATOR MLWAUKE BB100 ` U SEE ARCH. 2�0 TWC OR MLWALKE BEWO 2 PSI TO 7•WC (NO SUBSTITUTIONS (NO SU BSTITUTM) ROUND DUCT : 17 - CONSTRUCTION DETAILS_ �16 2 PS! GAS CONNECTION 15 7" WC GAS CONNECTION �14 13 GAS PIPE THRU ROOF 2 PSI GAS REGULATOR M6 SCALE: 1/4'' = 1'-0" M6 NO SCALE M6 NO SCALE M6 NO SCALE M6 NO SCALE S EiSNAl 1 C DETAILS _ --ROOF JOIST —ROOF JOIST OF r. OF 2x6 do AT i'- 18" MN. LONG 2x6 2x6 1/2" BOLT do WASI•lER CENTER OF 18" / ,.'�' BOLT do WASHER LETNG IH � ' ^(RElBRACE �. 112 (2) NUTS NG - - r 1 (2) NUTS / ci1NNELLBRACE �HTMG. 112 - do WASHER do WASHER --- A X`4 1" SCHEDULE 40---� \,�1 PIPE - MAX 6 FT. 1" SCHEDULE 40--� STEE1 STRUCTURE OR TRAPEZE hEMBER LONG _ PPE - HAA`: 6 FT. I 1/2"• BOLT $ WASHER 1" SCHEDULE 40 LONG BLACK STEEL_ WE SOLID ROOF JOIST ---- TJI ROOF JOIST 1/2. (MAX 6 F7• LONG) _ e UPPER ATTACHMENT - PIPES p . _ 1-- ---- -- -- -__----- -12 UPPER_ATTACHMENT — PIPES _�,� �' M6 NO SCALE M6 NO SCALE -- -- -- - -- STEEL BEAM _� �/- o - Lm o GRNNNL Fr. #112 NagI \ WITH LOCK NUT y BRACE FITTING ROOF MEMBER PROVIDE AT 20 FROM EACH END STEEL BEAM CLAMP J _ - SIZE 1/2• _ � 1 i 3-j"• DOLTS, 104 OUTSIDE WASHER "ELCEN" TYPE OR EQUAL �/_•x2/2• LAG BOLT ` PLYWOOD LYWO D SEE SEE 9 EACH SDE AND (2) NUTS. _ NOTE: BEAM CLAMP — 1 / USED FOR VERTICAL (2}NUTS b WASHER 9 M6 ,y ANGLE. ONLY. -- - MACHINE BOLT. SEE LOCK WASHER ms SCHEDULE SCHfD. 40 \; - -__ - ��'- PIP CLAP 1/2" CAP SCREW / BLACK STEEL PPE 45'x45' ANGLE WITH LOCK WASHER (MAX 8 FT. LANG) 0 G�l_L FD. I TO STRUCTURE _LOCK WASHER9 LOWER ATTACHMENT - PIPES BRACE FITTING (TYPICAL UPPER CHORD OF-/ j _ 7 ) !.46 , NO SCALE TRUSS JOIST f SCHEDULE 40 me 7 - _ GRINNEL FIG. #112 ��- • BLACK STEL1 PPE P-ARAB PERP�NDICUL9B BRACE FITTING (MAX 6 FT. LONG) !CIES TYPE III VERTICAL TYPE III SWAY BRACE t G`M-L- M 212 PPE CLAMP FOR SEZVKXS 7 TRUSS JOIST UPPER ATTACHMENT - PIPES WITHOUT CONTINUOUS VAPOR BARRIER ---- ---- _______..._...-----------------_—__-- --_----- --_ 11 CONNECTION TO STEEL BEAMS 10 CONNECTION TO STEEL M6 NO SCALE 6 UPPER ATTACHMENT SCHEMATIC - DUCTS AND PIPES p 2. (RNNELL FIG. CT-121C PPE CIAIrP FOR M6 NO SCALE M6 NO SCALE sERlICES WITH CONTINUOUS VAPOR BARRIER NQIE; M6 NO SCALE (CHILLED. SYSTEM STORM AND COLD WATER) t PROVIDE 7/32" PLOT HOLE FOR 1/2" LAG BOLT HANGING DETAILS PLYWOOD ATH ,ROOF JOIST t OF 7\ / 1 2x6-- BOLT & WASHER , w PLYWOOD SEA'IIG-� 3/a-x2 LAG BOLT PLYWOOD SHEATHING (2) QTS DUCTS 16"• AND SMALLER UNSTRUT -33UU - LAG N 13'4" MN. PENETRATION114x MEMBER- (2) NUT'S WASHER 11" Nlc x2" LAG BOLT OR APPROVVEU EQUAL 3i,' COACH SCREW (10 FT O.C. MAX) r- i j do WASHER �_A__ T7•• TO 22 • - Y SU?E BEAM BRACKET (10 FT O.C. MAX.) - - - ,--PLYWOOD SHEATHING--- JOIST--''� C +ELL NIG. zo2 ° `_'_l_ r" 4x MEMBER / TIF#AX CKLS ADJUSTER . ____ ._.._ _� r�� _ o / -- —.__ __-__ I; [� 0) tINE1L FIG. 114 L(2) 2x4 W/ SDE BEAM BRA 2 NUTS dor-- --` ---- 2 - 16 N r ALL THREAD ROD // ,\ 21J"4 M. BOLTS GRtNrELL. FIG. 202 WASHER cM d ALS MN. i /o • BOLT JOIST 2x4 TO SPAN -- DOUBLE _ I � f END LW _ - _ & WASHER \ OVER TWO C suPPRT - - L0 2 NUTS c NUT PANEL POINTS CENTER PPE WAS�IR DUCT STRAP )-UP 3 • 4 • TO 8•♦ - ,` 9ETWEEN PIPE PIPE -- ��• N • \ PER SMACNA / - PPE SUPPORT-- _--/ I - I (2�JTS l� 4"4 PPE MAX--. - I / do WASHER �___.--_ --------_ 1 TRUSS JOISTS - CEILINGS NO SCALE NOS \ -EGTIQ! i�,F rs��, M6 INERT TRUSS JOISTS - NO CEILINGS cr' °`' 5 PIPE SUPPORT - TJI JOISTS I �� 3 - �, " �� r2o _� TRUSS JOISTS DUCT 2_ � _ (2 AND SMALLER) � � �IFS M6 - NO SCALE ------A- ------ �F_cow t ANY PPE LARGO THAN 604 TO 8E REVIEWED BY THE �M6 NO SCALE _ ��'-= � MS NO SCALE--_____ _ STRUCTURAL ENGINEER FOR ADEQUATE SUPPORT NOTES 4 t CENTER PPE OETWEE N �OISTs PIPE SUPPORT - VSOLID ROOF FOISTS- N4IE: ' Gc, %• S WITH WASHER FOR SIDE BEAM 1 PROVIDE 1/4 PLOT HOLE FOR 3/HY LAG BOLT ��` opt. �� 2. � •x2 LAG BOLT., M6 NO SCALE t PROVIDE 1/4 PIAT HOLE FOR 3/8 COACH SCREWBRACKET FASTENER FOR PIPES 2 AW SMALLER; 2. PROVIDE 7/32 PLOT HOLE FOR 1/2 LAG BOLT • LARRY GRIMES P . E . It""t214" FOR 212" ANO 3" PIPES, .�.3c►0 SW 687H PraRk::wHY f COLUMNA RIVUR 3UITiE 200 75 rlF- 93. u 0 (206) 698-2446. FAX (206) 894-1297 ' �� M...++__...-R,.-..r.x., - !it ...!:3i;C"„f W....'.'1A:i..t.M-.ul-".:..y',ATL�W:L,•H L't=':7rwOP �'�p.MR.MNA�1 ...�..•-r,. ��YUYIIR•...wwwr.Rw!-. •YM41�I. /. IF THIS DOCUMENT IS LESS -Tfi(ill �lllllllllllllll IIII'lll IIIIIII 111 1111 i[TTTTr741 �l�fll�llr Ell 1 I IIIIIII 11111�f IIIIII IIIIIII III III III III III III III III III � I I ' i �lllll III III 1111111 III III LULL I ' LEGIBLE TITAN THIS NOTATION, I I ll I ZI — '{I I 16 7�- 8 ---- 9 _- 101 11 1� APRIL ��.'�3 1994 IT IS DUE 'IPU THE QUALITY OF - -------- No.ae �p,,,,,•,_„�-- •� THE ORIGINAL D(`;-JMEN'I'. — trill E ZT iT �T6 �1�Lill illi II I ILII Illlillll IIII!IIII IIIIIIIIIIIiII I Illl�llli IIII�IIII IIII�IIII ILII ILII II ill�IIIIIIIil�lll lllllllll IIIlilllllll�IIII�IIIIIIIII�IIIIIIIIIiIIII IIII�IIII�lll��Ljj 1U1illl►llllllllllllllllllllllllll�ll� -- IIIIlI �lll-IIII�I�I �c ATE 1 KRS. 1 � 1 { E-1 NOTES o 1 EXISTING CONDUIT FOR CAR DISPLAY LIGHTING. 2 RELOCATE EXISTING TWIN MOUNTED METAL HALIDE POLE FIXTURE . EXTEND , CONDUIT AND CONNECT TO EXISTING CIRCUIT H16. 3 ROUTE .�/4" CONDUIT FROM EXISTING POLE LIGHTS TO NEW OR RELOCATED LIGHTS S . 66TH AVE . j 1 j AS SHOWN. EXTEND CIRCUIT WIRING AS SHOWN. 15 4 WATER-TIGH1 ;-BOX FOR FUTURE SIGN LIGHTING. COORDINATE LOCATION WITH OWNER PRIOR TO INSTALLATION AND TRENCHING. CONNECT CIRCUIT VIA TIME — _ `\•. I �/ !�/ (� i � CLACK. WATER-TIGHT X X J BOX FOR SITE LIGHTING HOME R — ' # 12.# 'x — 21 N 01804 gl2"W 12"D 12"H - GHTIN RUNS TO 5 I r1i PANEL .1 "04' cIitl6 CONNECT ALL EXTERIOR/SITE i. IGHTING THRU PHOTOCELL, TIME CLOCK AND BYPASS I `' I SWITCH. PROVIDE LIGHTING CONTA(:TOR, # OF POLES AS REQUIRED. �' • 7 WEATHERPROOF FCIURPLEX RECEPTACLE FOR STEAM (;LEANER. I 8 ROUTE (1 ) 4" SCHEDULE 40 PVL WITH NYLON PULL STRING FROM EXISTING POW'-. W � POLE ON 66TH AVE. TO TRANSFORMER PA(�. ALL ELBOWS TO BE 36" RADIUS STEEL . CONDUIT TO BE INSTALLED MINIMUM 36" DEEP. 9 PROVIDE 72"W X 72"L X 6" THICK TRANSFORMER PAD. COORDINATE WITH UTILITY 1 ; il r I Iltof - FOR REQUIREMENTS. PGE . BRIAN MOORE , 643-5454. 10 PROVIDE (1) 3" SCHEDULE 40 PVC WITH NYLON PULL STRING FOR POWER TO USED CAR BUILDING. ALL ELBOWS TO BE 36" RADIUS STEEL. CONDUIT TO BE S 11 E R VIC E JEn — INSTALLED MINIMUM 36" DEEP. ROUTE CONDUIT UP POLE, COORDINATE WITH -- JI. =4123 I `� I! 1 m�- UTILITY. PAR i S t_ /' / - — \ \ I 1 �1 �, . i� ��i ill PROVIDE 3 4" SCHEDULE 40 PVC CONDUIT WITH NYLON PULL TR N � /r�/ �L- ( ) S t G F R POWER BUILDING r /J " ' ' TO SERVICE BLDG ALL ELBOWS TO BE 36" RADIUS STEEL. CONDUIT TO BE \� �o�- - INSTALLED MINIMUM 36" DEEP. ,� ' 12 METER BASE. COORCINATE WITH BRIAN MOORE OF PGE FOR REQUIREMENTS. # r . N , i X13 24"L X 24"W X 24"D WATERTIGHT J-BOX. ' �- � t�({ I — _ 13 I ; # / f ,14 STUB CONDUITS INTO EXISTING COMPUTER ROOM. COORDINATE WITH OWNER FOR EXISTING �1 LOCATION. { � j tfJ „ I i I\\ I f # 1 j E _ --- - '15 STUB CONDUIT INTO WORKROOM. COORDINATE WITH OWNER FOR LOCATION. LANDMA�i K FORD \ + 1 . I # --_ I 1 lilt I. \ { # # 1 1 i 1 4 �~ ��__ r Io 16 PROVIDE (1) 2" SCHEDULE 40 PVC CONDUIT TO SERVE AS A SPARE. PROVIDE (1) 3" SCHEDULE 40 PVC CONDUIT FOR COMPUTERS. v I 1 1 { �: ,---''.- - - PROVIDE (1) 4" SCHEDULE 40 PVC CONDUIT FOR TELEPHONE COMPANY'S USE. • ��. ##1 . i .. I 1\ 3.#: } 3 11•� 1 _ �/ PROVIDE NYLON PULL STRING W?TH EACH CONDUIT. II f a Sp STUB CONDUITS 'INTO LANDSCAPE AREA AND CAP ENDS. I r r �4 I � I 1 ' f I I I 1 1 1 /' /� - { r ! `� 8 I I � 1 i .1 I a:. � � � J • � �. 1 1 I \ ' ,19 I I � 1 1 1 3�:�/1i�f f , ! � \ •,\ � ! r \�� ' NZ_ \ K:.X}GiI• Il.1 ^, - \ #P � , 2J� r/��///%// //// t+l, II 1 I f (r� r 1 - . r t 0 i Z t / 1 I I I x "4- I 1 1. \ r 1 1 _ 1' 1 i / l _ - n '�\ -•SRVICE/ PA.RT� �,� BUILDING lr1 I �>JJ1 ,ter- ! 1 . i` i 7-7 ► IIII Z HL r-, NIS �/ Lj Z ,% 15 NL n - —�-- r ' N1- !H r� - —_._ ;\ _ --;• I ` - ---� cl `- 20 \ U EO CAR ILDING 2 -- X10 \ - / �,.1�,\\• \� • •l. • i/ ' .. . .I , .1 _ .. \ .r... _\ �� l—_ �1/1 � ,: - � ,_ _ ! 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H sr> A2- 13 SERVICE 112-47,49 / - r A2 43,x, �. f[PARTS EUILDINC PAFIKING D i 1 - A2-~4 F , AZ ate, �q- Al-5 1;15 I JH-1 I _ _ I A2.- t, 5 A2- 3(,2;:5j-2'e> UH-7 iri S5 A2 MECHANICAL EQUIPMENT LIST 10 <NOY DESCRIPTION VOLTAGE PHASE HP LOAD ? 1 ROOFTOP GAS PACK GP-I 208 3 1/3 %, y �- ROOFTOP GAS PAC GP-2 208 3 112 ' � �' 2 ROOF BELOW I J J 3 ROOFTOP GAS PACK GP-3 2'18 3 112 _ 4 ROOFTOP GAS PACKS GP-4 208 3 1/3 5 ROOFTOP GAS PACKS GP--5 208 3 112 i - 3/4 > - _ I 6 ROOFTOP GAS PACK GP 6 208 3 2 7 ROOFTOP GAS PACKI GP-7 208 1 10.9 A - ` 1 8 EXHAUST FAN EF}-1 120 1 1/3 _ _ — --- —� - - ---- - --- - -- --- - � , II iT�_.�L._�_�'fQ—>•i- 1t—t�-�s"-�m'1Ir I _ ------- 9 NOT USED - -. 10 ENGINE EXHAUST FAN EF-5 208 3 3 11 ENGINE EXHAUST FAN EF-6 208 3 3 O 12 ENGINE EXHAUST FAN EF-7 208 3 3 2 13 WASTE OIL FURNA ,E UH]-6 208 1 14 GAS UNIT HEATERII UH7-12_ 120 1 1/4 15 EXHAUST FAN EF 208 3 1-1/2 _. 16 WATER HEATER ' H-1 120 1 ---- - --=---- - 17 DRINKING FOUNTAIN DF-1 120 1 18 DRINKING FOUNTAIN DF-2 120 1 -"- 19 REC I RC PUMP RF-1 120 1 1120 2U NOT USED . . . 21 _E1.E�._..�UCT HTR --- 208 1- - -- ( w ,}----- 22 CEF-1 -- 120 1 23 CEF-2 120 1 35W W Z 24 CEF-3 120 1 155W , Z 25 TW-1 208 1 20.8MCA 26 TW-2 208 1 20.9MCA 21 TW-3 208 1 24.6MCA = W 28 RTF-1 120 1 1/3 29 RTF-2 208 3 3 i F-- 30 PEF-1 208 1 112 'Q 31 PEF-2 208 1 1/2 ; 32 PEF-3 208 1 112 33 PEF-4 208 1 1/2 .(4 -7 (46 oc e T` �;r , _ rf. r-I.l"fu �,-'a,, �: .�rc.��r,.+car. 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THE ORIGINAL DOCUMENT. f I(I�IIEIIII (I�II ZI III -II 8I-I� IIIIILII ZIIII�II9II Z illl�llll ZILII (IIibI ZIIII�1IE11 Zllll�llll ZII I I fllIllZllllll1011 illi Illi iI(ll�lll l iI (III Tilli (19II TIllllll SVIIII (III�lIIII Illll�lll—llll lll 11 1 �II llll—lllldllll�I l II llsllull [Ills [I L 111911111II 1111 4 ib 11 SIllllI lll Z�Ill1lllll tIIIeIrInWI ' 8 a� {TE NIRS. = �1-811 1 I 135'-4"- 2,41-411 35'-4" _. . - 1 4 r-- 1-Olt 281,011 421-011 --- _- 8n 1 1„411 _. .._2121_0n --- -- - -�1t J161-81, 28 - - - .. _._ __ . .— _ 121-011 21 0" 12'-•O" ' " 12'-0" 21 pn 1?1_0" �� Un 121-011 1 n 12'-0" 2' " 121-0" _ S p �r — 1-p I i ,. ' j rte"°" I i ( I � o 1 TOOLS �3 13 0 �, , � l I i ` -. --- - - ti 1 / I Z10 I MEN woM 71 j 10 �, I 12 t)' X1211 ti a SERVICE , = i a PARTS of 1 � I - I {o { BUILDING . — -- -—� -, -----=-_ --____ SERV(� 13A' :010 II } to -4A II rp �A 17 �� I� TECK PARTS .. ► II J----- I,1,17B _ ` li i / •�! 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E54 2,4,('0 I � c� I 2'�,31 , I � N - -- --- - -- I --__ 7 c1 t o —-------- — -- - -- - --— -� - - - - _ e. 160 T `35 / PARTS STORAGE { tiA W W m o 124 r — — -- —1 -- FOR TI 11►ti77'' l SLE- W C 4 - •, g?, 35 ?-S *,,,OFFICE MEN WOMEN 1127 120, 121 = --_- L I I .� X11 II - , - SERViCE T WILL C 126 PAP BUILDING . 7tE -v�* ECH PATS II 117 ` _ ---.. Q�FICE z 125 I •y 1, a �_ - Z�� r Y WARRANTY _ :, Z? 115 / � OFF - ^ 116 4 � ----- -- i / LIBRARY `� „ 711- i _ , 2 l ` \ , 1 —��--_ f � -; wP � • _._,. , rn 141. - r ME ) 1 ' 7 119 /1 TRASH 129 I N �--- ---- _ —, OFFICE + _11:1 I✓' �' ._ .{ ; 1-------_----_ ---- — WOMEN - RETAIL PARTS , 118 a 106 ;� Vis`• I�, .�, ►� F 1 , DELI I `{ \, ,-- E��5 — — — — — - -- -- - - 112 ' ;• _ \ 17 ' ..,4_ ip —WF CHILD-SAFE RECEPTACLES. Zo FOR. OFFICE 111 2? ' ` I BOOKER j O MULTI-OUTLET ASSEMBLY. PLUGMOLD 2100. RECEPTACLES ON 2 FOOT SPACING. I i09 �� ,' f j - ;�1� x 3 PROVIDE J-BOX FOR SECURITY USE. ROUTE 3/4" CONDUIT TO ACCESSIBLE I 110 �c ?3 - /� n CEILING SPACE OR STRUCTURAL CEILING. I , CASH , �) COORDINATE LOCATION WITH ARCHITECTURAL PLANS.-4 F1 I �f, - �' 101 f I ~ �5 START-STOP SWITCH AT BOTTOM OF CONVEYOR. COORDINATE WITH OWNER. - I RENT I 108 I; ® PROVIDE 208V, 8' ELECTRIC BASEBOARD HEA.ER, 187 WATTS/FOOT, INTEGRAL THERMOSTAT, MARKEL 2300 SERIES. -- — 1 FOR CONTINUTATION, SEE SHEET E5. CORR I DOR I 103 RECEPTION 0 44 WAITING OFFICE 102 .5 I - 105 ' CHIL6, WVA _ 'JZy 104 lop 1 I i 1 SHEET "a z IT E 6 Q - -�- -- - '7 -. _ -� I1lI"AIN FLOOR PLAN \ ' POWER & IGl'�LAL i.^'c�,., sw 6 'cla i �;FF.:wHr ..� � 9 I 14 � (1, 4 ) north { 118'- 1'— 0' PLAN al OF 91 _ �•"!sF" "•*a'are«a ..,_ •rw.- .,a+gIp4ENsrT". +e•.r.w*h ..., _ .' 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FIXTURE SCHEDULE ------ -------------------- ------------------------------------------------------------------------------------- PANEL: Al SLRVICE DEPT. 120 208 3 PH 4 W 225 A BUS PANEL: B2 PARTS DEPT 120 208 3 PH 4 W 225 A BUS "A" 1' X 4' 2 LAMP RECESSED PARABOLIC FLUORESCENT FIXTURE, THERMAL "Y" SINGLE CIRCUIT ALUMINUM TRACK WITH PAINTED WHITE FINISH. SURFACE � DESCRIPTION LOAD BKR P CKT # BKR P LOAD DESr-R!PTION DESCRIPTION LOAD BKR P CKT # BKR P LOAD DESCRIPTION PROTECTION, 3" DEEP 16 CELL PARABOLIC LOUVER, RAPID START F40T12/CW MOUNTED. ALL TRACK AND TRACK LIGHT FIXTURES IN STORE TO BE MADE BY SAME C. ---------------- ------------------ ----------------- -- -------------------------------- LAMPS, LITHONIA PARAMAX 120 VOLT PM3G 240. MANUFACTURER. INCANDESCENT TRACK LIGHT WITH WHITE FINISH. 75 WATT R30 LAMP. HALO CONTINENTAL #L130. I UH-9 (FUTURE) 700 20 1 1 A 2 30 2 2288 R-HOIST GP-3 3266 30 3 1 A 2 20 1 900 R-LUNCHROOM - - R-FRONT END HOIST 1320 20 1 3 B 4 _ 3 B 4 20 1 500 R-REFRIG "8" 2' X 2' 2 U-LAMP RECESSCD PARABOLIC FLUORESCENT FIXTURE, THERMAL .- r SPARE 20 1 5 C 6 20 1 '1� E -- — �i _ _ 5 C 6 20 1 400 R-LUNCH COUNTER PROTECTION, 3" DEEP 16 CELL PARABOLIC LOUVER, RAPID START F406X/SPX35 J R-WRITE-UP 1080 20 1 7 A 8 20 1 720 R-SERVICE 2184 25 3 7 A 8 20 1 400 R-LUNCH COUNTER LAN!"S. LITHONIA PARAMAX 120 VOLT 2PM3 2UCF40 R-FRONT END HOIST 1320 20 1 9 B 10 20 1 900 R-SERVICE 9 B 10 20 1 700 UH-10 R-WELDER 60 2 11 C 12 20 1 1080 R-SERVICE 11 C 12 20 1 900 R-LOCKER ROOM "C" 2' X 4' 4 LAMP RECESSED PARABOLIC FLUORESCENT FIXTURE, T14ERMAL •4'` -- 13 A 14 20 1 720 R-SERVICE GP--5 3266 3 0 3 13 A 14 20 1 500 R--VENDING PROTECTION, 3" DEEP 32 CELL PARABOLIC LOUVER, RAPID S1ART F40TI2/CW �bT 2288 30 2 15 8 16 20 1 720 R-SERVICE __ __ 15 B 16 20 1 500 R--DELI LAMPS. LITHONIA PARAMAX 120 VOLT 2PM3 440. __ 17 C 18 20 1 120 R-SERVICE _ 11 C 18 20 1 500 R-DELI R-1`I �A1�1BiC y 800 20 1 19 A 20 30 2 2288 R-HOIST 3994 40 3 19 A 20 20 1 900 R-WAITING, OFFICE "D" STANDARD INDUSTRIAL 1 LAMP FLUORESCENT FIXTURE, LENGTH AS SPECIFIED R-SERVICE 360 20 1 21 B 22 —_ _____ _ _ 21 B 22 20 1 1080 R-DELI , FOREMAN SURFACE. MOUNTED, THERMAL PROTECT119N, F96T12/CW LAMP. I.ITHONIA 120 VOLT R-SERVICE 720 20 1 23 C 24 20 1 PA�.� 23 C 24 20 1 1500 R-PLUGMOLD/TOOL RM. L 148/196. R-SERVICE 720 20 1 25 A 26 20 1 720 R-SERVICE S-- — _ 3810 20 3 25 A 26 20 1 1500 R-PLUGMOL.D/TOOL RM. jU-04CE LIGHT HXTuRE R-HOIST 2288 30 2 27 B 28 20 l 900 R-SERV ICE __--______,_. 27 B 2P 20 1 1500 R-PLUGMOI_D/TOOL RM. "E" SURFACE MOUNTED PARABOLIC FLUORESCENT FIXTURE, THERMAL. PROTECTION, 3" K] RECESSED LIGHT FIX-URE 29 C 30 20 1 720 R-SERVICE 29 C 30 20 1 1500 R-PLUGMOLD/TCOL RM. DEEP 16 CELL PARABOLIC SEMI-SPECULAR SILVER LOUVER, F40Tl2/CW LAMPS, a WALL MOUNTED LIGHT FIXTURE 20 1 31 A 32 20 1 720 R-SERVICE -- 1706 25 2 31 A 32 20 1 1500 R.-PLUGMOL.D/TOOL RM. LITHONIA PARAMAX 120 VOLT PM3X 240-16. R-SERVILE 120 20 1 33 B 34 20 1 72A R-WRITE-UP ;TOGL RM. N 33 B 34 20 1 1500 R-PLUGMOLH R-SERVICE 720 20 1 35 C 36 20 1 720 R-WRITE-UP �� — 600 20 1 35 C 36 20 1 1050 L-EXTERIOR "F" 2' X 4' 2 LAMP SURFACE MOUNTED FLUORESCENT FIXTURE, THERMAL PROTECTION, ,q� EXIT LIGHT A R-HOIST 2288 30 2 37 A 38 20 3 2070 R-RGLL-UP DOOR _ 20 1 37 A 38 ?0 1 1050 L-EXTERIOR #12 ACRYLIC PRISMATIC LENS, RAPID START F40712/CW LAMPS. LITHONIA 120 WALL. MOUNTED EXIT LGHT v _ 39 B 40 __. ___ 20 1 39 B 40 20 1 400 R-RECEPTION VOLT 2M 240. •❑ POLE: MOUNTED LIGHT IXTURE d ---� 20 1 41 C 42 20 1 � — S�� T 20 1 41 C 42 --- �._.�� SURFACE FLUORESCENT ;.OHT FIXTURE L-SERVICE 4095 30 2 43 A 44 2.0 1 1300 �EF�d� -------------------------------------------------------------- --------------- "G" SAME AS "F" EXCEPT 4 LAMPS. LITHONIA ?M 440 SERIES. 45 B 46 20 1 37606 WATTS 104 AMPS - --- "H" 12' SQUARE LENSED 175W METAL HALIDE RECESSED FIXTURE. LITHONIA #LAH F—`� FLUORESCENT STRIP L,HT FKTURE I-SE ICE 4095 30 2 47 C 48 2C 1 1500 R-tIEIITEIF-ARTTE-U�—� __________________ _ 49 A SO 20 1 1500 R-NEATER WRITE-UP _ 115M 12FWT73-120. WALL MOUNTED FLUORESCENT LIGHT F+xTUHE t-SERV 2275 30 2 51 B 52 20 1 1500 R-HEATER WRITE-UP -------------------------------- ----------------------------------------------- _ _ 53 C 54 20 1 1500 R-HEATER WRITE-UP PANEL: B3 PARTS DEPT. 120 208 3 PH 4 W 225 A BUS "J" WRAPAROUND FLUORESCENT FIXTURE, SURFACE MOUNTED ON CEILING. 120 VOLT. - RECESSED :LuoREsr.FNr ucHr FIXTURE � � — 55 A 56 20 1 1500 R-HEATER WRITE-UP DESCRIPTION LOAD BKR P CKT # BKR P LOAD DESCRIPTION _ STEEL HOUSING, WHITE ENAMEL FINISH. #12 PATTERN 0. 156" ACRYLIC $ SINGLE ROLE SWITCH SPACE 57 B 58 20 1 1500 R-HEATER WRITE-UP ---------------------------------- -------------------------------- ----- --M----� t-PARTS STORAGE 1446 20 1 1 A 2 20 1 SPARE PRISMATIC DIFFUSER. ADVANCE HPF 3ALLAS•T. RATED FOR LOW GENS ,, 3 -- NAY SWITCH . SPACE 59 C 60 20 1 1500 R-HEATER WRITE-UP CEILING. TWO T8 RAPID START LAMPS. LITHONIA SC2iOA-120-OCT. SPACE 61 A 62 20 1 SPA-RE L-PARTS STORAGE 1664 20 1 3 B 4 20 1 SPARE DUPLEX RECEPTACLE SERVICE SPACE 63 B 64 20 1 SPARE L-PARTS STORAGE 1522 20 1 5 C 6 20 1 1128 L-UPPER PARTS STOR. "K" 40OW SURFACE MOUNTED HIGH-BAY INDUSTRIAL METAL HALIDE FIXTURE, DIE-CAST SPACE 65 B 64 20 1 SPARE L-PARTS STORAGE 1438 20 l 7 A 8 20 1 1288 L-UPPER PARTS STOR. ALUMINUM HOUSING, SPUN ALUMINUM ANODIZED REFLECTOF:. 400 WATT 3000 DUPLEX RECEPTACLE aeovE COUNTER PARTS SPACE 67 A 68 20 1 SPARE L-DOCK, OFF, WILL CALL 1308 20 1 9 B 10 20 1 1522 L-UPPER PARTS STOR. DEGREE KELVIN CLOUDED METAL HALIDE LAMP. LITHONIA HI--TEK 208 VOLT THP. i L-RECEPTION 1548 24 1 11 C 12 20 I 1430 L-UPPER PARTS STOR. �ouR PLEx RECEPTACLE �UIL.DING SPACE 69 B 70 20 1 SPARE SPACE 71 C 72 20 1 SPARE L-WAITING 1204 20 1 13 A 14 20 1 1480 L-UPPER PARTS STOR. "L" 2' X 4' 2 LAMP RECESSED FLUORESCENT FIXTURE, THERMAL PROTECTION, #12 FLUSH FLOOR Box SPACE 73 A 74 2.0 1 SPARE L-DELT, u`F, EGQEMAN 688 20 1 15 B 16 20 1 1204 L-UPPER PARTS STOR. ACRYLIC PRISMATIC LENS, RAPID START F40712/CW LAMPS. LITHONIA 120 VOLT � SPECTA r,,JTLET TO MATCH EQUIPMENT PLUG SPACE 75 B 76 SPACE L-CORR, OFF, CHILD 1462 20 1 17 C 18 20 1 1388 L-UPPER PARTS STOR. 2SPG 240. EQUIPMENT CONNECTtoN SPACE 77 C 78 SPACE L-BOOKER, CASH., RENT 1032 20 1 19 A 20 20 1 1254 L-UPPER PARTS STOR. SPACE 79 A 80 SPACE L-RETAIL, PARTS 1376 20 1 21 B 22 20 1 1080 R-UPPER PARTS STOR. "M" 2' X 4' 3 LAMP RECESSED FLUORESLENT FIXTURE, THERMAL PROTECTION, #12 O JUNCTION BOX WITH COVER PLATE SPACE 81 B 82 SPACE L-RESTROOMS, RETAIL 1560 20 1 23 C 24 20 1 1080 R-UPPER PARTS STOP,. ACRYLIC PRISMATIC LENS, RAPID START F40T12/CW LNIPS. LITHONIA 120 VOLT MULTI OUTLET ASSEMBLY L-OFF ICES, RESTROOMS 1548 20 1 25 A 26 SPACE 2SP 340. SPACE 83 C 84 SPACE L-TOOLS, STOR, INV. 1448 20 l 27 B 28 SPACE w SURFACE ELECTRICAL aANEL90AR0 ------------------------------- 53595 WATTS 148 AMPS L-SERVICE 946 20 1 29 C 30 SPACE "N" TWA LAMP 18W QUAD TUBE COMPACT FLUORESCENT DOWNLIGHT, DAMP LABEL, R-RECEPTION 1260 20 1 31 A 32 SPACE RECESSED ELECTRICAL PANELBOARD -------- ----- ---------------_-------------_---_ -_-----_---_------------____-- SPECULAR CLEAR ALZAK REFLECTOR. PRESCOLITE. CFR818-482. R-RECEPTION 1080 20 1 33 B 34 20 1 1204 L-LUNCH, LOCKER TRANSFORMER TW-1 3400 25 2 35 C 36 20 3 2070 R-ROLL-UP DOOR "O" 4' WALL MOUNTED FLUORESCENT FIXTURE, LUMINOUS FRONT PANEL, PRISMATIC TOP ----------------------------------------------------------------------- ---------- 37 A 38 -- AND BOTTOM LENS, GROUNDED CONVENIENCE OUTLET, SATIN CHROME ENDPLATES. LIFTER SASE - RECESSED ' PANEL: A2 SERVICE DEPT. 120 208 3 PH 4 W 400 A BUS TW-2 4200 30 2 39 B 40y L I GHTOL I ER PR I SMALUX SERIES. '-• NON-FUSED DISCONNECT 5wtrcH DESCRIPTION LOAD BKR P CKT # BKR P LOAD DESCRIPTION -_ 41 C 42 20 1 900 R-UPPER ARTS STORA6F_ Eli PUSED DISCONNECT SWITCH o -------------------------------------------------------------------------------- GP-1 2184 25 3 . A 2 20 1 870 RTF-1 47158 WATTS 130 AMPS VAGNETIC STARTER I \ _ 3 B 4 20 1 700 UH-7 ---------•-------------------------------•• ----------------------------- "P" GENERAL PURPOSE INDUSTRIAL 2 LAMP FLUORESCENT FIXTURE, SURFACE MOUNTED, MOTOR CONNEC7'ON 5 C 6 20 1 1204 L--WRITE-UPLENGTH AS SPECIFIED, THERMAL PROTECTION, F96T17/CW LAMPS. LITHCNIA 120 TELEPHONE OUTLET 360 20 1 1 A 8 20 1 1680 L-CANOPY ----------------------------------------•-----------•---------------------------- r. UH-8 760 20 1 9 B lO 20 1 1470 L-CANOPY PANEL: B4 PARTS DEPT. 120 208 3 PH 4 W 225 A BUS VOLT EJ248/296. TELEPHONE OU'LET ABOVE COUNTER 20 1 11 C 12 30 2 4095 L-SERV[CE DESCRIPTION LOAD BKR P CKT # BKR P LOAD DESCR.PTION " " I' X 4' SURFACE MOUNTED 2 LAMP FLUORESCENT FIXTURE, THERMAL PROTECTION, UH-11 700 20 1 13 A 14 L-PKG LOT 910 20 2 1 A 2 30 3 6030 CONVEYOR #12 ACRYLIC PRISMATIC LEMS, F40T12/CW LAMPS. LO'HONIA 120 VOLT M 240 IP1rERCOM OUTLET ` 20 1 15 B 16 30 2 4095 L-SMUCE- SERIES. `$' DATA OUTLET UH-12 700 20 1 17 C 18 _ L-PKG LOT 3 B 4 L--SERVICE—� I,L-PKG LOT 910 20 2 5 C 6 Cr,k4PUTER OUTLET EF-6 3810 20 3 19 A 20 30 2 4095 R" 175W METAL HALIDE CAST ALUMINUM WALL MOUNTED AREA LIGHT, CLEAR FLAT , 21 B 22 L-PKG LOT 7 A 8 50 2 3000 - TEMPERED GLASS LENS, SPECULAR ANODIZED ALUMINUM REFLECTORS, CONSTANT OP.AWING NOTE OESIGNATtON ' 23 C 24 30 2 4095 L-3`E -- L-PKG LOT 910 20 9 B 10 - --- WATTAGE AUTOTRANSFORMER BALLAST. 120 VOLT. SPAULDING #CEI-175-M-WB. - 3810 20 3 25 A 26 L-PKG LOT 11 C 12 20 1 1000 - / 27 8 28 30 2 4095 L-�E�VT� y L-PKG LOT 1820 20 2 13 A 14 20 1 1000 L-TRACK/RETAIL �w•� FLEXiF3lE CONDUIT "S" 40OW METAL HALIDE CAST ALUMINUM POLE MOUNTED FORWARD THROW AREA LIGHT, CONDUIT CONCEALED N WALLS OR CEILING 29 C 30 L-PKG LOT 15 B 16 20 1 1032 L-STORAGE/TELE/COMA CLEAR FLAT TEMPERED GLASS LENS, SPECULAR ANODIZED ALUMINUM REFLECTORS, GP-2 — 3266 30 3 31 A 32 20 1 200 N L-PKG LOT 1365 20 2 17 C 18 20 1 1025 L-CORR/REST/OFF CONSTANT WATTAGE AUTOTRANSFORMER BALLAST. 208 VOLT. SPAULDING ----- CONDUIT CONCEALED IN SLAB, UNDERGROUND OR Ur+DERFLOCR 33 5 34 30 2 2288 R-HOIST L-PKG LOT 19 A 20 20 1 1032 L-TRAINING _ _ 75 C 36 L-PKG LOT 1365 20 2 21 B 22 20 1 1204 L-GENERAL OFFICE #CEII-400-M-FT. o sTUB UP L-PKG LOT 23 C 24 20 1 1336 L-OFFICES/CORR/STOR _ L 500 20 1 37 A 38 30 2 2288 TST- NOTE: ALL POLES TO BE 25' WHATLEY FIBERGLASS. COLOR TO MATCH EXISTING. co CONDUIT ONLY R-:SIGNAGE 600 20 '1 39 B 40 L-PKG LOT 1820 20 2 25 A 2b 20 1 1080 R-UPPER FLR TRAINING R-SIGNAGE 600 20 1 41 C 42 30 2 2288 �C-H S L-PKG LCT 27 B 28 20 1 1260 R-OFF/REST GFI GROUND FAULT NTERR',.P7R R-SIGNAGE 1910 30 2 43 A 44 _ _ L-PKG LOT 2000 20 2. 29 C 30 20 2 1300 3 "S1" SAME AS ABOVE EXCEPT TWIN MOUNT, SERIES 5 DISTRIBUTION. 208 VOLT. TYP ( 45 B 46 30 2 2288 R-HbTST' L-PKG LOT 31 A 32 - SPAULDING #CM I-400-M-S5. NP WEATHER PROOF L-ROOFTOP 1900 20 2 33 B 34 20 135 C 36 20 1 a UA-6 —-- 1910 30 2 47 C 48 --- — "T" 1000W META '�p.: IDt CAST ALUMINUM POLE MOUNTED FORWARD THROW AREA LIGHT, 49 A 50 30 2 2288 -HOS EXT 1470 ?0 1 31 A 38 20 1 CtEAR FLAT TEMPERED GLASS LENS, SPECULAR ANODIZED ALUMINUM REFLECTORS, f1,1NIC1�l_ ��r�lr�►�r�T �!� TiO�: 1910 30 2 51 B 52 - — CONSTANT WATTAGE AUTuTRANSFORMER BALLAST. 208 VOLT. SPAULDING fir` 53 C 54 30 2 2288 ��t6I R-CEILING FANS 900 �'0 1 39 B 40 20 1 — #CEI I-1000-M-FT. UIT-r�— 1910 30 2 55 A 56 R-CEILING FANS 900 20 1 41 C 42 20 1 -- - ------- 57 B 58 30 2 2288 R=TT6TST Y r 36569 WATTS - 101 AMPS- - - - NOTE: ALL POLES TO BE 25' WHATLEY FIBERGLASS. COLOR TO MATCH EXISTING. ---- Uf{-�'— - 1910 30 2 59 C 60 _ 61 A 62 30 2 2288 VHJUBT - ----------------------------- ------- ------------------------------------------ "U" 400W METAL HALIDE POLE MOUNTED FIXTURE, ONE-PIECE ALUMINUM HOUSING, •• . 1910 .30 2 63 B 64 — ------------------------------------- -----------------------------------------•---- SILICONE SEALED CLEAR FLAT TEMPERED LENS, 208 VOLT. SPAULDING CHICAGO 65 C 66 30 2 2283 R-HOIST PANEL: Cl USED CAR SALE 120 240 1 PH 3 W 400 A MAIN #CO-400-M. PART37" H 9000 40 2 67 A 68 DESCRIPTION LOAD BKR P CKT # BKR P LOAD DESCRIPTION 69 B 70 30 2 22.88 - OI ____-_-__--_-___________________________.-_-_-_-_-__-_-._--_-_-______-____-_---___ NOTE: POLES TO BE 20' WHATLEY FIBERGLASS. COLOR TO MATCH E7ISTING R-R LL-UVD0W-- 2070 20 3 71 C 72 R-OFFICE 1260 20 1 1 A 2 20 1 1392 L-F & I , SALES PARKING LOT POLES. ROUND TAPERED, SERIES A32. ` FEEDER 1111111 73 A 74 30 2 2288 -- R-WORK RM 1080 20 1 3 B 4 20 l 1114 L-SALES -"-- - 75 B 76 R-DESK 1080 20 1 5 C 6 20 1 1376 L-SALES "V" 175W METAL HALIDE SURFACE MOUNTED FIXTURE, PROJECTING LENS, 120 VOLT. I 200D 2-1/2" 4 #3/0. 1 #6 GRD = R-AIR COMPS _ 11100 60 3 77 C 78 20 2 1300 R•-VENDING 500 20 1 7 A 8 20 1 1034 L-WAITING, SALES, DESK MOLD CAST PARACYL #PCL-1-02-17-12-BZ. MITI 10 OU✓> AI:'. �_ -r- � O ; 79 A 80 R-JAM, REST RMS, STOR 1080 20 1 9 B 10 20 1 688 L-WORK RM. , OFFICE ' 225D 2-1/2" 4 #4/0, 1 #4 GRD �I _ 81 B 82 20 2 1300 P-M-Y- — R-F & I 1080 20 1 11 C 12 20 1 840 L-EXT "W" 9W COMPACT FLOURESCENT SURFACE MOUNTED FIXTURE SUITABLE FOR DAMP - RAIR DR � 5.30 20 1 83 C 84 _ GP-1 9982 60 2 13 A 14 20 1 1050 L-EXT LOCATION, MATTE BLACK FINISH. LIGHTOLIER OPALEX #6774. I ��` I � A 2 { 400D 3 l/3" 4 #500C�t 1 #3 GRD � - --------------_.-- 15 B 16 40 2 2710 UNIT HEATER I 105757 WATTS 293 AMPS 20 1 17 C lA X" -,UNIVERSAL MOUNT FLUORESCENT EXIT LIGHT, GREEN ON WHITE, BATTERY , ACK, NOTE: COPPER CONDUCTOR SIZES SHOWN. ---------------------------------------- -� 6210 40 2 19 A 20 20 1 500 R-COFFEE 120 VOLT. LITHONIA SIGNATURE #FES-B-1- ! REFER TG SPECIFICATION FOR 21 B 22 20 1 500 R-MICROWAVE I ( I AL CONDUCTOR OPTION --------------------------------------- ----------------------------------- --- --- 20 1 23 f, 24 20 1 PANEL: B1 PARTS DEPT. 120 208 3 PH 4 W 225 A BUS - -� 600 20 1 25 A 26 20 1 — Ut _;;j 'AID F'LJLL •• DESCRIPTION LOAD BKR P CKT # BKR P LOAD DESCRIPTION EF-1,2,3 500 20 1 27 B 28 20 1 c '-I G�I MD t.tT, �ITY I --------------------------------------------- rr------------------ R-SALES 1260 20 1 29 C 30 20 1 ,�_ -- \ M� L.�IrJ�-a rt r s� A��U -- v 4c�a fJ { y�Y:a 2 oa D 2ca0D 12.00D R-HOIST 2288 30 2 1 A 1 20 1 720 K OFF R-SALES 1080 20 1 31 A 32 20 1 3 B 4 20 1 720 R LIBRARYI ` WH-1 4500 30 2 33 B 34 20 1 ' _ 20 1 5 C 6 20 1 900 R-OFF. , TECH PARTS _ 35 C 36 20 1 a ~� R•-��Rj(IEk — 720 20 1 7 A 8 20 1 500 R-DELI, VEND XT' 2600 20 2 37 A 38 20 l _ _ I I � •-- - - __.____ _.__�_ ____- _ ......_._ ____ _ __. �. __.._ ._ ._._..._._. - ---- -� 1 R-SERVICE 720 20 1 9 B lO 20 l 500 R-DELI, VEND 39 B 40 20 1 1T1�N ''�D1�-- _ 1 12 20 1 500 R-DELI, VEND 4 C 4 .0 --_ 7�F �1K.(�E.�'::.1;=. TG �1 i f ��, . ,'�.'. �2,(6A ;�rr.'A ?.GOA �r,�,�Pl�f_.•rr : c�� ~ R-SERVICE 720 20 1 1 C - (`E�. 1080 20 1 1 2 2 1 R-SERVICE 360 20 1 13 A 14 20 1 870 EF-1 I I ---------------------------•-_---------------------------------------------------- IZta�•�/i, �n �U - 3p � ate � ,3f' 3P t� 3P o o c R-WAITING, OFFICE 1080 20 1 15 B 16 20 3 3810 RTF-2 45096 WATT'S 188 AMPS 4 Joao 20 1 17 c la - - _-------------------------- - -- ^ r _._._�. __�_ -�___. .-.__—. ` R CASH •• ^ R-RENT BOOKER 1080 20 1 .19 A 2U R-JAN. , MEN'S, WOMEN'S 1080 20 1 21 B 22 20 3 2070 EF-8 --� R-RETAIL PARTS 1080 20 1 23 C 24 b � ---- R-OFF. 1080 20 1 25 A 26 _ 20 1 300 R-OFF. ?.260 20 1 21 B 28 WH-1 - �� 4" Fp�/6 _ R•-OFF. , WILL CALL 900 2.0 1 29 C 30 20 2 1500 BASEBOARD HEAT a :lUU�)V -- R-OFF. 1080 20 1 31 A 32 _ 1/�..:..k_IF"f WITH R-PARTS 1080 20 1 33 B 34 SPA — \v`-r T � R-RESTRGOMS, OFF. 1080 20 1 35 C 36 SPACL RL=r�U1��,Me•.r.l`1'S �PC 2� q�- CL1f�ktrl-I_ I?� (� I � I� R--OFF ICE 1080 20 1 37 A 38 SPACE PSE �� Mr �t2k-� r,- SHEET NQ. 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